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BRES2015-0379
53 78-495 CALLE TAMPICO D VOICE (760) 777-7125 FAX�(760) 777 INSPECTI -7011 LA QUINTA, CALIFORNIA 92253 COMMUNITY DEVELOPMENT DEPARTMENT SP I" '. O� 60),777-7153 BUILDING PERMIT ."',Date:1/,26/��16 OCl�`�✓^ C.Vt Application Number: BRES2015 0379 Owner: (rs Property Address: 78295 CLOUD VIEW WAY SUSAN MONTANA APN: 770032022 Application Description: MONTANA/ FIRE DAMAGE REMODEL 92253 Property Zoning: Application Valuation: $60,000.00 Applicant: JUAN CARLOS HERNANDEZ DBA JH CONSTRUCTIO 5062 NOBLE ST RIVERSIDE, CA 92503 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: B Cy 2 _ License No.: 964626 mate:— h;Z-10" & CContractof: ^� CON S, f Lk 10 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, 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 li 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.). (� I, 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.). I ) 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 Contractor: JUAN CARLOS HERNANDEZ DBAJH CONSTRUCTIO 5062 NOBLE ST RIVERSIDE, CA 92503 (951)634-2888 Llc. No.: 964626 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. I 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 m 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. 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 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 ordinances and state laws relating to building construction, and hereby authorize representatives of this'city to enter upon the above-mentioned property for inspection purposes. Date Signature (Applicant or Agent �� FINANCIAL •• • 'DESCRIPTION ACCOUNT ' QTY AMOUNT' PAID PAID DATE HOURLY PLAN CHECK -YES 101-0000-42600 1.5 $105.00 $105.00 1/26/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY JUAN CARLOS HERNANDEZ DBAJH C DEBIT R12346 BRES2015-0379 MFA DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE HOURLY PLAN CHECK - YES 101-0000-42600 1.75 $122.50 $122.50 1/26/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY JUAN CARLOS HERNANDEZ DBA JH C DEBIT R12346 BRES2015-0379• MFA DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE HOURLY PLAN CHECK -YES 101-0000-42600 2 $140.00 $140.00 1/26/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY JUAN CARLOS HERNANDEZ DBAJH C DEBIT R12346 BRES2015-0379 MFA Total Paid for BLDG CITY STAFF - PER HOUR: $367.50 $367.50 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE BSAS SB1473 FEE 101-0000-20306 0 • $3.06 $3.00 1/26/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY JUAN CARLOS HERNANDEZ DBA JH C DEBIT R12346 BRES2015-0379 MFA Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $3.00 $3.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RESIDENTIAL, EA ADDITION 1,000SF 101-0000-42403 0 $12.33 $12.33 1/26/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY JUAN CARLOS HERNANDEZ DBA JH C DEBIT R12346 BRES2015-0379 MFA DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RESIDENTIAL, EA ADDITION 1,000SF, PC 101-0000-42600 0 $5.08 $5.08 1/26/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY JUAN CARLOS HERNANDEZ DBA JH C DEBIT R12346 .BRES2015-0379 MFA DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RESIDENTIAL, FIRST 1,000SF 101-0000-42403 0 $145.03 $145.03 1/26/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY JUAN CARLOS HERNANDEZ DBAJH C DEBIT R12346 BRES2015-0379 MFA DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RESIDENTIAL, FIRST 1,000SF, PC 101-0000-42600 0 $47.86 $47.86 1/26/16 PAID BY METHOD RECEIPT # CHECK #. CLTD.BY JUAN CARLOS HERNANDEZ DBAJH C DEBIT R12346 BRES2015-0379 MFA Total Paid for ELECTRICAL - NEW CONSTRUCTION: $210.30 $210.30 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE CONDENSER/COMPRESSOR 101-0000-42402 0 $36.26 $36.26 1/26/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY JUAN CARLOS HERNANDEZ DBA JH C DEBIT R12346 BRES2015-6379 MFA DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE CONDENSER/COMPRESSOR PC 101-0000-42600 0 $24.17 $24.17 1/26/16 PAID BY METHOD RECEIPT # CHECK# "CLTD BY: JUAN CARLOS HERNANDEZ DBA JH C DEBIT R12346 BRES2015-0379 MFA DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE FURNACE 101-0000-42402 0 $36.26 $36.26 1/26/16 PAID BY METHOD RECEIPT #• CHECK # CLTD BY JUAN CARLOS HERNANDEZ DBAJH C DEBIT R12346 BRES2015-0379 MFA DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE FURNACE -PC 101-0000-42600 0 - $24.17 $24.17 1/26/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY JUAN CARLOS HERNANDEZ DBA JH C DEBIT R12346 BRES2015-0379 MFA DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE VENT FAN 101-0000-42402 0 $24.18 $24.18 1/26/16 PAID BY METHOD • RECEIPT # CHECK # CLTD BY JUAN CARLOS HERNANDEZ DBAJH C DEBIT R12346 BRES2015-0379 MFA DESCRIPTION' ACCOUNT QTY AMOUNT PAID. PAID DATE VENT FAN PC 101-0000-42600 0 $9.66 $9.66 1/26/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY JUAN CARLOS HERNANDEZ DBA JH C DEBIT R12346 BRES2015-0379 MFA Total Paid for MECHANICAL: $154.70 $154.70 DESCRIPTION ACCOUNT QTY1 AMOUNT PAID PAID DATE FIXTURE/TRAP 101-0000-42401 0 $84.63 $84.63 1/26/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY JUAN CARLOS HERNANDEZ DBAJH C DEBIT R12346 BRES2015-0379 MFA DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE FIXTURE/TRAP PC 101-0000-42600 0 $84.63 $84.63 1/26/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY JUAN CARLOS HERNANDEZ DBAJH C DEBIT R12346 BRES2015=0379 MFA DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WATER HEATER/VENT 101-0000-42401 0 $12.09 $12.69- 1/26/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY JUAN CARLOS HERNANDEZ DBAJH C DEBIT R12346 BRES2015-0379 MFA DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE WATER HEATER/VENT PC. 101-0000-42600 0 $7.25 $7.25 1/26/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY JUAN CARLOS HERNANDEZ DBAJH C DEBIT R12346 BRES2015-0379 MFA Total Paid for PLUMBING FEES: $188.60 $188.60 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE REMODEL, EA ADDITIONAL 500 SF 101-0000-42400 0 $87.00 $87.00 1/26/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY JUAN CARLOS HERNANDEZ DBAJH C DEBIT R12346 BRES2015-0379 MFA DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE REMODEL, EA ADDITIONAL 500 SF PC lbl-0000-42600 0 $69.60 $69.60 1/26/16 PAID BY : METHOD RECEIPT # CHECK # CLTD:BY JUAN CARLOS HERNANDEZ DBA JH C DEBIT R12346 BRES2015-0379 MFA DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE REMODEL, FIRST 100 SF 101-0000-42400 0 $49.31 $49.31 1/26/16 PAID BY METHOD RECEIPT #. CHECK # CLTD BY JUAN CARLOS HERNANDEZ DBA JH C DEBIT R12346 BRES2015-0379 MFA DESCRIPTION ACCOUNT QTY. AMOUNT PAID PAID DATE REMODEL, FIRST 500 SF PC 101-0000-42600 0 $134.88 $134.88 1/26/16 PAID BY - METHOD RECEIPT # CHECK # CLTD BY JUAN CARLOS HERNANDEZ DBA JH C DEBIT R12346 BRES2015-0379 MFA Total Paid for REMODEL: $340.79 $340.79 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RE -ROOF - FIRST 2,000 SF 101-0000-42404 0 $49.31 $49.31 1/26/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY JUAN CARLOS HERNANDEZ DBAJH C DEBIT R32346 BRES2015-0379 MFA DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RE -ROOF - FIRST 2,000 SF PC 101-0000-42600 0 $98.62 $98.62 1/26/16 PAID BY METHOD RECEIPT # . CHECK # CLTD BY JUAN CARLOS HERNANDEZ DBA JH C DEBIT R12346 BRES2015-0379 MFA Total Paid for RE -ROOF: $147.93 $147.93 DESCRIPTION ACCOUNT. QTY AMOUNT . PAID PAID DATE SMI - RESIDENTIAL 101-0000-20308 0 $7.80 $7.80 1/26/16 PAID BY METHOD RECEIPT# CHECK # CLTD BY JUAN CARLOS HERNANDEZ DBA JH C DEBIT R12346 BRES2015-0379 MFA Total Paid for STRONG MOTION INSTRUMENTATION SMI: $7.80 $7.80 TOTALS:0. Description: MONTANA/ FIRE DAMAGE REMODEL Type: BUILDING, RESIDENTIAL Subtype: REMODEL Status: ISSUED Applied: 9/22/2015 SKH Approved: 1/22/2016 JFU Parcel No: 770032022 Site Address: 78295 CLOUD VIEW WAY LA QUINTA,CA 92253 Subdivision: TR 28019 Block: Lot: 61 Issued: 1/26/2016 MFA Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $60,000.00 Occupancy Type: Construction Type: Expired: 7/24/2016 MFA No. Buildings: 0 No. Stories: 0 No. Unites: 0 11/18/2015 Details: FIRE DAMAGE REPAIR. REPLACE ENTIRE ROOF SYSTEM, ELECTRICAL WIRING AND FIXTURES, HVAC SYSTEM AND DUCTWORK, AND WATER HEATER. REMODEL KITCHEN CABINETS AND APPLIANCES. REPLACE SLIDING DOORS AND ALL WINDOWS. 2013 CALIFORNIA BUILDING CODES. 122 4 __j Appliedlo Approved Approved to Issued CHRONOLOGY TYPE STAFF NAME ADDITIONAL SITES CHRONOLOGY ACTION'DATE COMPLETION DATE NOTES EMAILED JOHN THOMPSON AT YOUNG ENGINEERING TO E-MAIL • JAKE FUSON 11/18/2015 11/18/2015 NOTIFY HIM THAT THE APPLICANT RESUBMITTED VIA EMAIL SO A 2ND STRUCTURAL REVIEW WAS CREATED. 2ND REVIEW PLANS WERE UPLOADED TO THE ATTACHMENTS. SENT A FOLLOW-UP EMAIL TO MR. AYALA WITH A.H. ENGINEERS STATING THE REDLINED PLANSETS (BOTH STRUCTURAL & NON-STRUCTURAL) WERE STILL OUTSTANDING AND STILL NEEDED TO BE SUBMITTED TO E-MAIL JAKE FUSON 12/1/2015 12/1/2015 PROCEED WITH THE PLAN REVIEW(S). MR. AYALA SUBMITTED THE 1ST REVIEW CORRECTION LISTS W/ RESPONSES THAT WERE NOT ORIGINALLY INCLUDED IN THE 2ND SUBMITTAL VIA EMAIL ON 11/24/2015, BUT FAILED TO SUBMIT THE REDLINED PLAN SETS. SEE "2ND EMAIL CORRESPONDENCE" IN ATTACHMENTS. Printed: Tuesday, January 26, 2016 10:22:26 AM 1 of 8 Cg?IAJF SYSTEMS Printed: Tuesday, January 26, 2016 10:22:26 AM 2 of 8 RW YS TEMS NOTIFIED AYALA@AHENGINEERS.COM THAT PLAN REVIEW E-MAIL' JAKE FUSON 12/15/2015 12/15/2015 WAS COMPLETE, REVISIONS WERE REQUIRED, AND PLANS/CORRECTION LISTS WERE READY TO BE PICKED UP. APPLICANT RESUBMITTED VIA EMAIL: NO CORRECTION LISTS (NEITHER STRUCTURAL OR NON-STRUCTURAL) ATTACHED WITH SUBMITTAL. ADDITIONALLY, THE. REVISED STRUCTURAL NOTE JAKE FUSON 11/18/2015 11/18/2015 CALCULATIONS AND TRUSS CALCULATIONS WILL BE REQUIRED IN ORDER TO COMPLETE THE 2ND STRUCTURAL REVIEW. NOTIFIED APPLICANT OF INCOMPLETE SUBMITTAL VIA EMAIL (SEE ATTACHMENT). NOTE JAKE FUSON 1/4/2016 1/22/2016 NONSTRUCTURAL PORTION RFC 1/4/2016 NOTE STEPHANIE GUMPERT 12/10/2015 12/10/2015 MR. AYALA BROUGHT IN THE REDLINED PLANS, REDLINED TITLE 24, AND CORRECTION LIST WITH RESPONSES. 12-10-15 PLAN CHECK COMMENTS FROM CONSULTANT JAKE FUSON 10/7/2015 10/7/2015 1ST REVIEW STRUCTURAL CORRECTIONS RECEIVED FROM RECEIVED YOUNG. PLAN CHECK COMMENTS FROM CONSULTANT JIM JOHNSON. 1/21/2016 1/21/2016 RECEIVED PLAN CHECK COMMENTS FROM CONSULTANT KAY HENSEL 12/14/2015 12/14/2015 STRUC RFC 12/14/2015 RECEIVED PLAN CHECK PICKED UP STEPHANIE KHATAMI 12/17/2015 12/17/2015 GREG PICKED UP PLAN CHECK SENT TO STEPHANIE GUMPERT 12/29/2015 12/29/2015 SENT TO YOUNG. OUTSIDE PC PLAN CHECK SENT TO STEPHANIE KHATAMI 9/22/2015 9/22/2015 OUTSIDE PC PLAN CHECK SUBMITTAL STEPHANIE KHATAMI 9/22/2015 9/22/2015 RECEIVED Printed: Tuesday, January 26, 2016 10:22:26 AM 2 of 8 RW YS TEMS Permit Details PERMIT NUMBER City of La Quinta BRE520115=M- Printed: Tuesday, January 26, 2016 10:22:26 AM 3 of 8 0? SYSTGMS APPLICANT RESUBMITTED VIA EMAIL IN ORDER TO AVOID COMMUTING FROM OUT OF TOWN. HE WAS NOTIFIED THAT FINANCIAL INFORMATION WHEN THE PLANS WERE READY FOR APPROVAL, HE WOULD RESUBMITTAL JAKE FUSON 11/18/2015 11/18/2015 NEED TO BRING IN 3 SETS OF PLANS TO BE SIGNED AND STAMPED. 2ND STRUC & NON-STRUC REVIEWS CREATED, AND EMAIL SENT TO YOUNG ENGINEERING TO NOTIFY OF DESCRIPTION ACCOUNT QTY AMOUNT THE 2ND REVIEW. RESUBMITTAL STEPHANIE -GUM PERT 12/10/2015 12/10/2015 MR AYALA BROUGHT IN THE REDLINED PLANS, TITLE 24, CORRECTION LIST, AND RESPONSES. RESUBMITTAL STEPHANIE. GUM PERT 12/29/2015 12/29/2015 TELEPHONE CALL JAKE FUSON 10/7/2015 10/7/2015 NOTIFIED JUAN HERNANDEZ (951-634-2888) THAT PLAN $105.00 $105.00 1/26/16 R12346 REVIEW WAS COMPLETE AND REVISIONS WERE REQUIRED. TELEPHONE CALL JAKE FUSON 1/22/2016 1/22/2016 NOTIFIED JUAN HERNANDEZ THAT PLANS WERE APPROVED AND PERMIT WAS READY TO ISSUE. 0379 CONDITIONS HOURLY PLAN CHECK - 101-0000-42600 1.75 $122.50 $122.50 1/26/16 CONTACTS BRES2015- DEBIT JUAN CARLOS MFA YES NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT JUAN CARLOS HERNANDEZ DBA JH 5062 NOBLE ST RIVERSIDE CA 92503 CONSTRUCTIO CONTRACTOR JUAN CARLOS HERNANDEZ DBA JH 5062 NOBLE ST RIVERSIDE CA 92503 CONSTRUCTIO OWNER SUSAN MONTANA 1. 92253 Printed: Tuesday, January 26, 2016 10:22:26 AM 3 of 8 0? SYSTGMS FINANCIAL INFORMATION CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY HOURLY PLAN CHECK - 101-0000-42600 1.5 $105.00 $105.00 1/26/16 R12346 BRES2015- DEBIT JUAN CARLOS MFA YES 0379 HERNANDEZ DBA JH C HOURLY PLAN CHECK - 101-0000-42600 1.75 $122.50 $122.50 1/26/16 R12346 BRES2015- DEBIT JUAN CARLOS MFA YES 0379 HERNANDEZ DBA JH C Printed: Tuesday, January 26, 2016 10:22:26 AM 3 of 8 0? SYSTGMS Printed: Tuesday, January 26, 2016 10:22:26 AM 4 of 8 CJ SYS TEiMS CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # ' CHECK # METHOD PAID BY BY HOURLY PLAN CHECK - 101-0000-42600 2 $140.00 $140.00 1/26/16 R12346 BRES2015- DEBIT JUAN CARLOS MFA YES 0379 HERNANDEZ DBA JH C Total Paid for BLDG CITY STAFF - PER HOUR: $367.50 $367.50 BSAS SB1473 FEE 101-0000-20306 0 $3.00 $3.00 1/26/16 R12346 BRES2015- DEBIT JUAN CARLOS MFA 0379 HERNANDEZ DBA 1H C Total Paid for BUILDING STANDARDS ADMINISTRATION $3.00 $3.00 BSA: RESIDENTIALJA 101-0000-42403 0 $12.33 $12.33 1/26/16 R12346. BRES2015- DEBIT JUAN CARLOS MFA ADDITION 1,0005E 0379 HERNANDEZ DBA JH C RESIDENTIAL, EA. 101-0000-42600 0 $5.08 $5.08 1/26/16 R12346 BRES2015- DEBIT JUAN CARLOS MFA ADDITION 1,000SF, PC 0379 HERNANDEZ DBA JH C RESIDENTIAL, FIRST 101-0000-42403 0 $145.03 $145.03 1/26/16 R12346 BRES2015- DEBIT JUAN CARLOS MFA . 1,000SF 1 0379 HERNANDEZ DBA JH C RESIDENTIAL, FIRST 101-0000-42600 0 $47.86 $47.86 1/26/16 R12346 BRES2015- DEBIT JUAN CARLOS MFA 1,000SF, PC 0379 HERNANDEZ DBA JH C Total Paid for. ELECTRICAL - NEW CONSTRUCTION: $210.30 $210.30 CONDENSER/COMPRES 101-0000-42402 0 $36.26 $36.26 1/26/16 R12346. BRES2015- DEBIT JUAN CARLOS MFA SOR 0379 HERNANDEZ DBA JH C CONDENSER/COMPRES 101-0000-42600 0 $24.17 $24.17 1/26/16 R12346 BRES2015- DEBIT JUAN CARLOS MFA SOR PC 0379 HERNANDEZ DBA 1H C FURNACE 101-0000-42402 0 $36.26 $36.26 1/26/16 R12346 BRES2015- DEBIT JUAN CARLOS MFA 0379 HERNANDEZ DBA JH C FURNACE PC 101-0000-42600 0 $24.17 $24.17 1/26/16 R12346 BRES2015- DEBIT JUAN CARLOS MFA 0379 HERNANDEZ DBA JH C VENT FAN 101-0000-42402 0 $24.18 $24.18 1/26/16 R12346 BRES2015- DEBIT JUAN CARLOS MFA 0379 HERNANDEZ DBA JH C VENT FAN PC 101-0000-42600 0 $9.66 $9.66 1/26/16 R12346 BR0379 - DEBIT JUAN CARLOS MFA 0379 HERNANDEZ DBA JH C Total Paid for MECHANICAL: $154.70 $154.70 Printed: Tuesday, January 26, 2016 10:22:26 AM 4 of 8 CJ SYS TEiMS DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY CLTD BY FIXTURE/TRAP 101-0000-42401 0 $84.63 $84.63 1/26/16 R12346 BR0379 - DEBIT JUAN CARLOS MFA 0379 HERNANDEZ DBA JH C FIXTURE/TRAP PC 101-0000-42600 0 $84.63 $84.63 1/26/16 R12346 BRES2015- DEBIT JUAN CARLOS MFA 0379 HERNANDEZ DBA JH C WATER HEATER/VENT 101-0000-42401 0 $12.09 $12.09 1/26/16 R12346 BRES2015- DEBIT JUAN CARLOS MFA 0379 HERNANDEZ DBA JH C WATER HEATER/VENT 101-0000-42600 0 $7.25 $7.25 1/26/16 R12346 BRES2015- DEBIT JUAN CARLOS MFA PC 0379 HERNANDEZ DBA JH C Total Paid for PLUMBING FEES: • $188.60 $188.60 REMODEL, EA 101-0000-42400 0 $87.00 $87.00 1/26/16 R12346 BRES2015- DEBIT JUAN CARLOS MFA ADDITIONAL 500 SF 0379 HERNANDEZ DBA JH C REMODEL, EA 101-0000-42600 0 $69.60 $69.60 1/26/16 R12346 BRES2015- DEBIT JUAN CARLOS MFA ADDITIONAL 500 SF PC 0379 HERNANDEZ DBA JH C REMODEL, FIRST 100 SF 101-0000-42400 0 $49.31 $49.31 1/26/16 R12346 BRES2015- DEBIT JUAN CARLOS MFA 0379 HERNANDEZ DBA JH C REMODEL, FIRST 500 SF 101-0000-42600 0 $134.88 $134.88 1/26/16 R12346 BRES2015- DEBIT JUAN CARLOS MFA PC 0379 HERNANDEZ DBA JH C Total Paid for REMODEL: •$340.79 $340.79 RE -ROOF - FIRST 2,000 101-0000-42404 0 $49.31 $49.31 1/26/16 R12346 BRES2015- DEBIT JUAN CARLOS MFA SF 0379 HERNANDEZ DBA JH C RE -ROOF - FIRST 2,000 101-0000-42600 0 $98.62 $98.62 1/26/16 R12346 BRES2015- DEBIT JUAN CARLOS MFA SF PC 0379 HERNANDEZ DBA JH C Total Paid for RE -ROOF: $147.93 $147.93 SMI - RESIDENTIAL 101-0000-20308 0 $7.80 $7.80 1/26/16 R12346 BRES2015-1. DEBIT JUAN CARLOS 7MF HERNANDEZ DBA JH Total Paid fnr STRONG MOTION INSTRUMENTATION SMI: $7.80 $7.80 TOTALS:i . INSPECTIONS Printed: Tuesday, January 26, 2016 10:22:26 AM S of 8 SYS TEti1S Printed: Tuesday, January 26, 201610:22:26 AM 6 of 8 cR? SYST[MS PARENT PROJECTS REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED STATUS REMARKS NOTES DATE 1ST BLDG NS (2 WK) JAKE FUSON 9/22/2015 10/6/2015 10/6/2015 REVISIONS REQUIRED SEE 1ST REVIEW CORRECTIONS. 1ST BLDG STR (2 YOUNG 9/22/2015 10/6/2015 10/6/2015 REVISIONS REQUIRED WK) ENGINEERING REDLINED PLAN SET AND CORRECTION LIST 2ND BLDG NS (1 RESPONSES REQUIRED TO COMPLETE REVIEW. WK) JAKE FUSON 11/18/2015 11/25/2015 11/25/2015 PENDING DOCUMENTS APPLICANT WAS NOTIFIED OF REQUIRED OUTSTANDING DOCUMENTS (SEE NOTE AND EMAIL IN ATTACHMENTS). ENGINEER OF RECORD TO RESUBMIT REDLINES, PROVIDE RESPONSES TO STRUCTURAL PLAN 2ND BLDG STR (1 JOHN CHECK COMMENTS/REDLINES, AND TRUSS WK) THOMPSON 11/18/2015 11/25/2015 11/24/2015 PENDING DOCUMENTS CALCULATIONS WITH REVIEWED/APPROVED SHOP DRAWING STAMP AFFIXED TO THE TRUSS CALCULATIONS OR A LETTER OF REVIEW AND APPROVAL. 3RD BLDG NS (1 WK) JAKE FUSON 12/10/2015 12/17/2015 12/10/2015 REVISIONS REQUIRED SEE 3RD REVIEW CORRECTION LIST. 3RD BLDG STR (1 YOUNG 12/10/2015 12/17/2015 12/14/2015 REVISIONS REQUIRED WK) ENGINEERING NON-STRUCTURAL - JAKE FUSON 12/29/2015. 1/7/2016 1/4/2016 APPROVED 1 WK CALL INTO EOR REGARDING ROOF SHEATHING YOUNG READY FOR APPROVAL SPEC ON FRAMING PLAN. SPEC NOT INCLUDED STRUCTURAL -1 WK ENGINEERING 12/29/2015 1/7/2016 1/21/2016 .CONDITION ON PLANS AS REQUESTED IN PLAN CHECK. JT 1-7-2016 Printed: Tuesday, January 26, 201610:22:26 AM 6 of 8 cR? SYST[MS Permit Details PERMIT NUMBER City of La Quinta BRES201:5-0379L STRUCTURAL CONTENT IS APPROVABLE- 3- COPIES OF REVISED SHEET S-2 DATED 1-18-2016 YOUNG READY FOR APPROVAL SHALL BE INSERTED/REPLACE IN THE APPROVED STRUCTURAL - 1 WK ENGINEERING 12/29/2015 1/7/2016 1/21/2016 - CONDITION. PLAN SETS JT 1-21-16 Printed: Tuesday, January 26, 2016 10:22:26 AM 7 of 8 sysTcMs BOND INFORMATION ATTACHMENTS Attachment Type-. _ CREATED OWNER DESCRIPTION PATHNAME ' SUBDIR ETRAKIT ENABLED 1ST REVIEW BRES2015-0379 - 1ST DOC 10/7/2015 JAKE FUSON STRUCTURAL REVIEW STRUCTURAL 0 CORRECTIONS CORRECTIONS.pdf BRES2015-0379 - 1ST IST REVIEW DOC 10/7/2015 JAKE FUSON NONSTRUCTURAL REVIEW 0 CORRECTIONS NONSTRUCTURAL CORRECTIONS.pdf 1ST REVIEW BRES2015-0379 - 1ST DOC 11/24/2015 JAKE FUSON CORRECTION REVIEW CORRECTION 0 RESPONSES RESPONSES.pdf BRES2015-0379 - DOC 12/9/2015 JAKE FUSON REDLINED PLANS - REDLINED PLANS - 1 NONSTRUCTURAL ONLY NONSTRUCTURAL ONLY.pdf DOC 12/10/2015 JAKE FUSON 2ND SUBMITTAL PLANS BRES20IS-0379 - 2ND 1 SUBMITTAL PLANS.pdf BRES2015-0379 - 3RD 30 REVIEW - DOC 12/17/2015 JAKE FUSON NONSTRUCTURAL REVIEW - 1 CORRECTIONS NONSTRUCTURAL CORRECTIONS.pdf 3RD REVIEW - 3RD REVIEW - DOC 12/14/2015 JOHN THOMPSON STRUCTURAL STRUCTURAL 0 COMMENTS.doc COMMENTS.doc Printed: Tuesday, January 26, 2016 10:22:26 AM 7 of 8 sysTcMs Printed: Tuesday, January 26, 201610:22:26 AM 8 of 8 CJ EAJF SYSTEMS ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED 3RD REVIEW - 3RD REVIEW - DOC 12/14/2015 JOHN THOMPSON STRUCTURAL STRUCTURAL 0 . TRANSMITTAL.pdf TRANSMITTAL.pdf 1ST REVIEW - NEW CITY DOC 10/7/2015 KATHRYN SAMUELS STRUCTURAL TRANSMITTAL BRES 0 TRANSMITTAL 2015-0379 (ist).pdf IMAGE 11/23/2015 JAKE FUSON EMAIL 0 CORRESPONDENCE CORRESPONDIENCE.PNG IMAGE 12/1/2015 JAKE FUSON 2ND EMAIL 2ND EMAIL 0 CORRESPONDENCE CORRESPONDENCE.PNG Printed: Tuesday, January 26, 201610:22:26 AM 8 of 8 CJ EAJF SYSTEMS bin # City of La Qulnta Building Sz Safety Division 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address: 7 p Owner's Name: A. P. Number: Address: S6 Z 1 ^�— Legal Description: City, ST, Zip: Contractor: C uC� o Telephone:h — one: � -M Address: O Z420 W Project Description: City, ST, Zip: %,V Ci S1 ele h ne: — x o L- P 4 1 !o 7l J 6 vet r 0. S State Lic. # : Z City Lie. Arch., Engr., Designer: .Address: City, ST, Zip: Telephone: Occupancy: n TY • Construction P e: . State Lie. # Project (circle one): New Add'nAlter Repair Dcmo Name of Contact Person: L" Y A C—� Sq. Ft.: # Stories: # Units: ,,Telephone # of Contact Person: Estimated Value of Project: 6 APPLICANT: DO NOT.WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections `' Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance. Title 24 Cales. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2"" Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.1. II.O.A. Approval Plans resubmitted Grading IN HOUSE:- 'rd Review, ready for correctionstissue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees, RE Total Permit Fees SEP 2 2 2015 CITY OF LA QUINTA COMMUNITY DEVELOPMENT ADDRESS l 0 �Z 1`5 Vl6i APPLICATION PROJECT DESCRIPTION Fjt2£ . PAV14A� E R"Ai tQ- AT 61N 616 FAf4 LY pwEc.uN�. w Construction \FIRESP D/AC (SF) OND (SF) ERED (SF) KLER (SF) CODE E ION CONSTRUCTION'T E W GO NUMBER OF FL RS NUMBER OF BE ODMS NUMBE OF UNITS OC PANT LOAD _ OCCUPANCY MSHCP (DU/ACRE) _ DWELLING UNITS PER ACRE, EX: 43,560SF/7 Remodel/Addition YES / NO Lot = REMODEL AREA (SF) ADDITION AREA (SF) AWNING/CANOPY (EA) BALCONY ADDITION (EA) FIREPLACE (EA) — PARTITION (EA) STUCCO APPLICATION (SF) DOOR/WINDOW - REP (EA) — DOOR/WINDOW - NEW (EA) CARPORT (EA) —' VALUATION M 40" 000 (AS SHOWN ON BUILDING APPLICATION) Gradi CU=OM < = 7KSF ❑ C HOME > 7KSF DATE Mechanical FURNACE HEATER APPLIANCE (ALT/ADD) COMPRESSOR ` AIR HANDLER EVAP COOLER VENT FAN EXHAUST HOOD MISC MECHANICAL F312E 5 2015 - 0379. Units �l O 0 Electrical Units NEW ELECTRICAL (SF) 8 and/or RECEP/SWITCH/LIGHT plus APPLIANCE -.RES APPLIANCE - NONRES POWER APPARATUS SIGNS SERVICE TEMPORARY SERVICE MISC ELECTRICAL LIGHT POLES PV SYSTEM - ARRAY PV SYSTEM! MISC EQ Plumbing Units FIXTURE/TRAP SEWER SEPTIC ROOF DRAIN WATER HEATER GREASE INTERCEPTOR WATER PIPING BACKFLOW GAS OUTLETS REVISED: 7/15/2015 RESIDENTIAL 7 O / V n N I 1 .Unit Counts MY TOILETS BIDET/URINAL , SHOWERS BATHTUBS SINKS BAR SINK BBQ OVEN RANGE COOKTOP DRINKING FOUNTAIN WASHER DRYER WATER HEATER ROOF DRAINS FLOOR DRAINS KITCHEN SINK VEGGIE SINK LAUNDRY SINK FIREPLACE REVISED: 7/15/2015 O RESIDENTIAL T4hf440" LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 TRANSMITTAL BUILDING & SAFETY DEPARTMENT (760)777-7125 FAX (760) 777-7011 TO: KYOUNG ❑ESGIL ❑VCA ❑COMPLETE PLAN CHECK/N/S-STRUCTURAL ATTN: TODAY'S DATE: �y DUE DATE: PERMIT NUMBER: PROJECT ADDRESS - APPLICANT NAME: SUBMITTAL ROUND: �8� INCLUDED HEREWITH: ❑REDLINED PLANS ❑STRUCT ❑REDLINED STRUCT XTRUSS ❑REDLINED TRUSS ❑SOILS ❑REDLINED SOILS ❑ENERGY ❑REVISED ENERGY ❑CORRECTION LIST ❑OTHER : ► ► j ❑REVISED PLANS ❑REVISED STRUCT ❑REVISED TRUSS F-1 REVISED SOILS ❑APPROVED PLANS ❑APPROVED STRUCT ❑APPROVED TRUSS ❑APPROVED SOILS ❑CUSTOMER RESPONSES -BUILDING DEPARTMENT USE ONLY - GREEN SHEET TO: ❑CDD ❑(w/Plans) ❑PUBLIC WORKS ❑COVE CHECK (w/Application) ASSIGN NON-STRUCTURAL TO: COMMENTS: , Club l� She., B f'a/r aeser y CA 9,3221 Ph, (7fi)j 7712 =51U7 fax (%60134 76"(t Email nfo�a value, gr.com t111eb, ;,; w�vatuengr.eom. Letter of Transmittal To: City of La Quinta Today's Date: 78-495 Calle Tampico City Due Date: La Quinta, CA 92253 Project Address: Attn: Kay Plan Check #: Submittal: ® 1st ❑ ❑ 2nd ❑ ❑ 3rd ❑ 10-6-15 10-6-15 78295 Cloud View Way BRES 2015-0379 4th 5th Other: We are forwarding: ® By Messenger ❑ By Mail (Fed Ex or UPS) Includes: # Of Descriptions: Includes: # Of ❑ Copies: ❑ Copies: ❑ Checking Structural Plans ❑ ® 1 Structural Calculations ❑ ❑ Truss Calculations Floor ❑ 1 IL N_x L— LL. and Roof Kathryn Samuels ❑ Soils Report ❑ ® 1 Structural Comment List ❑ ® 1 Redlined Structural Plans ❑ ❑ Ll I Y OF LIQ QUINTA Redlined Structural Calcs ❑ ❑ COMMUNITY DEVELOPMEN' Redlined Truss Calcs ❑ ❑ Redlined Soils Reports ❑ Comments: Structural content is not approvable. Please refer to comment list. If you have anv auestions. please call. Time =1.75 HR ❑ Your Pickup Descriptions: Revised Structural Plans Revised Struct. Calcs Revised Truss Revised Soils Report Approved Structural Plans Approved Structural Calcs Approved Truss Calcs Approved Soils Report Other: This Material Sent for: ❑ Your Files ® Per Your Request ❑ Your Review ❑ Approval ❑ Checking ❑ At the request of: ❑ I� r— � r— iN iP rOther: 1 IL N_x L— LL. BY: Kathryn Samuels Palm Desert Office: ® (760) 772-5107 OCT 0 b 2015 _ Other: ❑ Ll I Y OF LIQ QUINTA COMMUNITY DEVELOPMEN' �F �wQ�r«aw LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 TRANSMITTAL BUILDING & SAFETY DEPARTMENT (760) 777-7125 FAX (760) 777-7011 TO: YOUNG QESGIL ❑VCA ❑COMPLETE PLAN CHECK/N/S-STRUCTURAL ATTN: AA TODAY'S DATE: ' Z V DUE DATE: Z 1 *7 -- IS' PERMIT NUMBER: PROJECT ADDRESS: —78 -1 C (to a V l row APPLICANT NAME: 73H UMSIACK SUBMITTAL ROUND: INCLUDED HEREWITH: OPLANS >IfEDLINED PLANS ❑STRUCT ❑REDLINED STRUCT ❑TRUSS ❑REDLINED TRUSS ❑SOILS []REDLINED SOILS [-]ENERGY ❑REVISED ENERGY XCORRECTION LIST ❑OTHER BIN NUMBER - [:]REVISED PLANS ❑REVISED STRUCT ❑REVISED TRUSS ❑REVISED SOILS []APPROVED PLANS []APPROVED STRUCT DAPPROVED TRUSS []APPROVED SOILS CUSTOMER RESPONSES. -BUILDING DEPARTMENT USE ONLY- . GREEN SHEET TO: ❑CDD ❑(w/Plans) ❑PUBLIC WORKS ❑COVE CHECK (w/Application) ASSIGN NON-STRUCTURAL TO: MENTS: T44f 4`4 4" COMMUNITY DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 (760) 777-7125 FAX (760) 777-7011 RESIDENTIAL PLAN CHECK CORRECTION LIST DATE: 10/6/2015 STATUS:(FIRST_ REVIEW PLAN CHECKED BY: JAKE FUSON TELEPHONE NUMBER: 760-777-7081 ADDRESS: 78-295 CLOUD VIEW WY DESCRIPTION: FIRE DAMAGE REMODEL APPLICANT: JH CONSTRUCTION PLAN CHECK #: BRES2015-0379 This submittal has been checked for compliance with the 2013 California Residential, Mechanical, Electrical, Plumbing, Green Building and Energy Codes, and the City of La Quinta Municipal Code. APPLICANT: The following items are being returned to you for correction: 2 SETS OF REDLINED PLANS 1 ASSESSOR'S SET OF PLANS 2 TITLE 24 ENERGY REPORTS (REDLINED) 2 SETS OF TRUSS CALCULATIONS BUILDING DEPARTMENT STAFF: DO NOT accept any resubmittal unless ALL of the following items are included: 2 SETS OF REDLINED PLANS 2 SETS OF REVISED PLANS I REDLINED TITLE 24 ENERGY REPORT 2 REVISED TITLE 24 ENERGY REPORTS /JCL s I SET OF REDLINED TRUSS CALCULATIONS — 2 SETS OF REVISED TRUSS CALCULATIONS •-- G INSTRUCTIONS TO APPLICANT: 1) Provide a written response to each comment on the following pages, noting specifically where the correction can be found. Responses such as, "Sheet A-3," or, "Handrails shall be per CBC Section 1003," are not acceptable. Show or note specifically how compliance with a code requirement is achieved. Responses such as, "Added note 16 on sheet A-3" are,appropriate and will help expedite your back check. 2) Corrections may not be made by handwriting on existing drawings. Revise originals and reprint Plans and/or Calculations as necessary. 3) Return all red -marked Plans and/or Calculations with your resubmittal. 4) Each sheet of resubmitted Plans and/or Calculations shall include the preparer's name and telephone number and shall be wet -signed by the preparer. If the preparer is a licensed architect or engineer, all documents prepared by that licensed individual shall also bear his/her stamp as prescribed by California Business and Professions Code Section 5536. Resubmittals will -not be accepted with signatures missing. 5) Return this list, your written responses, and all documents listed above with your resubmittal. Residential Plan Check Correction List Page 1 of 5 SECTION A - GENERAL 1) Number all sheets in Plans sequentially, or provide a Sheet Index. 2) Provide written evidence from Burrtec Waste, approving a waste management plan that diverts not less than 50% of the construction materials from landfill for the project. Contact the District Environmental Coordinator directly at (760) 578-5215 for free assistance with the preparation of this plan. SECTION B — PRECISE / SITE PLAN / ZONING Az 1) Show and dimension all proposed concrete flatwork, including air conditioning condenser pads, landings at exterior doors, walkways and driveways. (CRC §R106.1.1) SECTION C - ARCHITECTURAL 1) Note on Plans: "All air ducts penetrating the wall or ceiling separating the dwelling unit from the garage shall be 0.019 inch thick (26 gauge) minimum." (CRC §R302.5.2) 00'Kt#-1\ oma.. AL 2) Provide a landing or floor on each side of each exterior door. The width of each landing shall not be less than the door served extending a minimum dimension of 36 inches. Floor elevation shall comply with the following: (CRC §R311.3) s�.d��• C.3 N Z a) Floors at the required egress door shall not be more than 1-1/2 inches lower than the top of the threshold. (CRC §R311.3.1) b) Floors at the required egress door, provided the door does not swing over the landing, shall..not be more than 7-3/4 inches lower than the top of the threshold. (CRC §R311.3.1, Exception) c) . Doors other than the required egress door shall be provided with landings or floors not more than 7-3/4 inches below the top of the threshold. (CRC §R311.3.2) d) Exterior landings shall be permitted to have a slope not to exceed 1/4 unit vertical in 12units horizontal. (CRC §R311.3) 3) Note on Plans: "Combustible materials shall not beplaced less than 6" from the fireplace opening." (CRC §R1001.11, Exception 4) � 5, �.�-� �t 3 aw S ST 1y2 4) Show dimensions for hearth extension at masonry fireplace. Hearths shall extend at least 16 inches from the front of, and at least 8 inches beyond each side of, the fireplace opening. Where the fireplace opening is 6 square feet or larger, the hearth extension shall extend at least 20 inches in front of, and at least 12 inches beyond each side of, the fireplace opening. (CBC §R1001.10) _'S'Ik�w N kZ 5) Show chimney termination a minimum of 2 feet higher than any portion of the building within 10 feet, but not less than 3 feet above the highest point where the chimney passes through the roof. (CRC §R1003.9) SECTION D - MECHANICAL 1) Provide a complete Mechanical Plan showing the following information: a) Location of each HVAC system; b) Location of each dual -mode automatic -setback thermostat or each thermostatically controlled damper; c) Location and sizes of all supply air ducts and registers in each zone; a) Location and sizes of all return air ducts and registers in each zone. (CMC §112.3) Residential Plan Check Correction List Page 2 of 5 City of La Quinta 2) Note on Plans: "All duct and other related air distribution component openings shall be covered with tape, plastic, sheetmetal or other methods acceptable to the enforcing agency to reduce the amount of dust or debris which may collect in the system, at all times of rough installation and during storage on the construction site, until final startup of the heating and cooling equipment." (CALGreen §4.504.1) Q"c>vq,9 *,5Kz,_ D x A2 3) Fully specify all HVAC equipment proposed for use. (CMC §112.3) 4) Heating and cooling equipment located in a garage and which generates a glow, spark or flame capable of igniting flammable vapors shall be installed with the pilots and burners or heating elements at least 18 inches above the floor level. (CMC §308.1) _SV. c, w N 9 t OA. w N N�% " Tn v1W J VC e k A -I- 5) 5) Provide permanent, substantial protection for FAU and water heater in garage from vehicle impact. (CMC §308.1.1) N©'ri- A�- 6) Show on Plans a disconnect adjacent to and in sight of the air conditioning unit. (CMC §310.1) Show required working clearances to disconnect per CEC § 110.26(A). 1 0- tir 0-;Z *—,ca 7) Note on Plans: "Ducts used for kitchen range ventilation shall be of metal and shall have smooth interior surfaces." (CMC §504.2) e- 7 A 2 8) Note on Plans: "Mechanical equipment supported directly by the ground shall be isolated from the ground by a level concrete slab extending not less than three (3) inches above the adjoining ground level." (CMC §1106.2) 0�o�cj N-CYV*__ ff- CO C-Av A2. 9) Provide clear working space in accordance with the appliance listing or not less than thirty (30) inches in depth, width, and height. (CMC §304.0) N,\4 a A..) AC 2 SECTION E - ELECTRICAL 1) Provide on the plan location and ampacity of electrical meter and all sub -panels. (CRC §R106.1.1) Sid v. s m AJ S\T V_ A AJ id G 00—P, • + �il 2) Provide at least one wall receptacle outlet within thirty-six (36) inches of the outside edge of each bathroom basin. The receptacle outlet shall be located on a wall or partition that is adjacent to the basin or basin countertop, or installed on the side or face of the basin cabinet not more than twelve (12) inches below the countertop. (CEC §210.52(D)) 'P 0 -,,, b -t, o S A= VV V -M P s\^ -4.S- A,73 3) Provide in every kitchen, family room, dining room, living room, parlor, library, den, sun room, bedroom, recreation room, or similar room or area of dwelling units, receptacle outlets so that.no point along the floor line in any wall space is more than 6 feet, measured horizontally, from an outlet in that space, including any wall space 2 feet or more in width and the wall space occupied by fixed panels in exterior walls, but excluding sliding panels in exterior walls. The wall space afforded by fixed room dividers, such as freestanding bar - type counters or railings, shall be included in the 6 -foot measurement. (CEC §210.52(A)) See Plan for locations not meeting this requirement. g,- 4 �'oV k ,- ¢ A3 Informational item: As used in this section, a "wall space" shall be considered a wall unbroken along the floor line by doorways, fireplaces, fixed cabinets and similar openings. Each wall space 2 feet or more in width.shall be treated individually and separately from other wall spaces within the room. A wall space shall be permitted to include two or more walls of a room (around corners) where unbroken at the floor line. Receptacle outlets shall, insofar as practicable, be spaced equal distances apart. Receptacle outlets in floors shall not be counted as part of Residential Plan Check Correction List Page 3 of 5 City of La Quinta the required number of receptacle outlets unless located within 18 inches of the wall. The receptacle outlets required by this section shall be in addition to any receptacle that is part of any lighting fixture or appliance, located within cabinets or cupboards, or located over 5-1/2 feet above the floor. SECTION F - PLUMBING 1) No corrections apply. SECTION G - ENERGY EFFICIENCY 1) Provide complete Energy Calculations showing compliance with the 2013 California Energy Code for this project. Due to lack of information in this submittal, a comprehensive review will be performed at next submittal. Energy report does not reflect conditions. Show new roof, new insulation requirements, etc. 2) Specify in Section drawings the wall and ceiling insulation (and radiant barrier, if applicable) specified in Energy Calculations. Radiant barrier shall also be show installed on the vertical surfaces of attic spaces. 2 A l> 0 G 3) Specify the following radiant barrier installation notes (or within design details) on Plan: a) All vertical attic surfaces (i.e. gable ends, parapet walls, etc.) shall be provided with radiant barrier; b) A minimum 1" airspace shall be provided in enclosed rafter spaces. tiv`fl F.© #3 a—A-2- 4) Provide manufacturer's specifications for proposed cool roofing material, including CRRC Product ID Number, demonstrating compliance with solar reflectance and thermal emittance requirements for roofing products: (California Energy Code § 110.8(i), 150.1(c)l 1. /-*IDD 2,5 ij c`�T e- u v',4 a,r Information Items: a) For steep sloped roofs, roofing products with a density of less than 5 lb/ft2 shall have a minimum aged solar reflectance of 0.20 and a minimum thermal emittance of 0.75, or a minimum SRI of 16. b) For steep sloped roofs, roofing products with a density of 5 lb/ft' or more shall have a minimum aged solar reflectance of 0.15 and a minimum thermal emittance of 0.75, or a minimum SRI of 10. c) For low sloped roofs, roofing products shall have a minimum aged solar reflectance of 0.55 and a minimum thermal emittance of 0.75, or a minimum SRI of 64. d) Roofing products with less than 5 Ib/ft2 generally include asphalt shingles and metal roofs and products with a density of more than 5 lb/ft' include concrete, clay tiles, slate and possibly some synthetic roof coverings. 5) Show all required energy efficient (High -efficacy) lighting on Electrical plan. Provide the wattage of luminaires on plan or in a legend that corresponds with the proposed switching requirements demonstrating compliance with the California Energy Code, Section 150.0(k) 1 -12. A clear description/details of the high efficacy (fluorescent) and alternate lighting (incandescent, etc.) is required. See electrical plan. Informational Items: a) High Efficacy Luminaires. High Efficacy Luminaires for residential lighting shall contain only high efficacy lamps and shall not contain a medium screw base socket (E24/E26). A high efficacy lamp has a lamp. efficacy that is no lower than the efficacies contained in Table 150.0-13 Residential Plan Check Correction List Page 4 of 5 City of La Quinta b) Kitchen. At least 50 percent of the total wattage must be from high -efficacy luminaires. Adjacent areas (nook, butler's pantry, etc.) are considered as kitchen if the lighting for the adjacent areas is on the same switch as the lighting for the kitchen. For incandescent luminaires, the wattage used in calculations is the highest relamping rated wattage of the fixture. c) Bathrooms. A minimum of one high efficacy luminaire shall be installed in each bathroom; and all other lighting installed shall be high efficacy or controlled by vacancy sensors. (California Energy Code § l 50.0(k) 5) d) Lighting in garages, laundry rooms and utility rooms. Lighting installed in attached and detached garages, laundry rooms and utility rooms shall be high efficacy and controlled by vacancy sensors.. (California Energy Code §I50.0(k) 6) e) Lighting other than in kitchens, bathrooms, garages, laundry rooms and utility rooms. Permanently installed luminaries that are not high efficacy are allowed provided they are controlled by a dimmer switch or vacancy sensor(s). Closets less than 70 square feet in area may have low -efficacy (incandescent) luminaries. (California Energy Code § 150.0(k) 7) f) Outdoor lighting that are permanently mounted to a residential building or to other buildings on the same lot. Permanently installed luminaries that are not high efficacy are allowed provided they are controlled by a manual ON and OFF switch that does not override to automatic ON; controlled by a motion sensor not having an override or bypass switch that disables the motion sensor, or controlled by a motion sensor having a temporary override which bypasses the motion sensing function and automatically reactivates the motion sensor within 6 hours; and controlled by either a photo cell, an astronomical time clock or an Energy management system. (California Energy Code §I50.0(k) 9) g) Luminaires that are recessed into insulated ceilings are required to be IC & AT rated (insulation.contact and airtight with air leakage less than 2.0 CFM at 75 pascals when tested in accordance with ASTM E283), and be sealed with a gasket or caulk between the luminaire housing and ceiling, and shall have all air leak paths between conditioned and unconditioned spaces sealed with a gasket or caulk. SECTION I - STRUCTURAL 1) See separate structural correction list, attached. SECTION K - MISCELLANEOUS COMMENTS 1) Red marks on Plans, even if not specifically mentioned in this list, indicate items needing correction. Revise Plans as necessary and provide written response, noting where correction can be found. 2) Provide proof of current City business license. END CORRECTION LIST As further information is provided and reviewed, additional corrections may be required. Residential Plan Check Correction List Page 5 of 5 City of La Quinta Building and Safety Department Plan Check Corrections Structural Fire Restoration 78295 Cloud View Way La Quinta, California Engineer: Gilbert M. Hernandez, P.E. Plan Check No.: BRES 2015-0379 (15' check) Date: 10/6/15 1. Respond to each of the below items with a written commentary as to where and how the requirement was met. 2. The Engineer of Record shall issue a letter of review and approval to the Building official or affix a shop drawing stamp on the truss calculations stating reviewed and accepted. "VrfsSs CA.�A- wP V st5hA 3. Provide calculation for all gravity resisting systems to verify their capacity to carry the design loads of the restored design. CBC 2013, Section 3405.3. kap- 0 k2& Ft.ao �FtQ fl�"�A(�� c�'��"� 4. Respond to all redlines on structural plans. A-'` '�'�A'O'," `U "e V' -OX " e -9 O ", D" z C,Vu rXy *�-Es\.�Gti-AJ 1� s%isem. If corrections require revisions to the structural calculations, provide one complete copy of the redlined calculations from this submittal plus two complete, bound copies of the revised calculations for review and approval. Providing only a few supplemental, revised pages will not be accepted and will delay approval of this project. Return all redlined structural plans and calculations at resubmittal. Please incorporate requested corrections into plan sets and reprint. Plan Reviewer. Kathryn Samuels Phone No.: 760-772-5107 Letter of Transmittal To: City of La Quinta Today's Date: 78-495 Calle Tampico City Due Date: La Quinta, CA 92253 Project Address: Attn: Kay / Jake Plan Check #: 12-14-15 12-17-15 78-295 Cloud View Way BRES2015-0379 ❑ Redlined Soils Reports ❑ Other: Comments: Structural content is not approvable see'attached remaining structural plan check comment list. Submittal: ❑ 1s' ❑ 4m ❑ 2nd ❑ 5th ® 3'd ❑ Other: ' ® ❑ ❑ We are forwarding: ® By Messenger ❑ By Mail (Fed Ex or UPS) ❑ Your Pickup Includes: Descriptions: Includes: # Of Descriptions: Copies: ❑ Structural Plans ® 1 Revised Struct. Plans (e- Trakit) O Structural Calculations ❑ Revised Struct. Calcs ❑ Truss Calcs ❑ Revised Truss Calcs ❑ Soils Report ❑ Revised Soils Report ® 1 Structural P/C Comments ❑ Approved Structural Plans ® 1 Redlined Structural Plans ❑ Approved Structural Calcs ❑ Redlined Structural Calcs ❑ Approved Truss Calcs ❑ Redlined Truss Calcs ❑ Approved Soils Report ❑ Redlined Soils Reports ❑ Other: Comments: Structural content is not approvable see'attached remaining structural plan check comment list. Structural Plan Review Time = 1.5 HR This Material Sent for: ❑ Your Files ❑ Your Review ❑ Checking Other: ❑ ® ❑ ❑ Per,Your Request Approval At the request of: By: John W. Thompson Office: ® (760) 772-5107 Other: ❑ DEC 14 2015 CITY OF LA QUINTA COMMUNITY DEVELOPMENT City of La Quinta Building and Safety Department Plan Check Corrections Structural Fire Restoration 78295 Cloud View Way La Quinta, California Engineer: Gilbert M. Hernandez, P.E. . Plan Check No.: BRES 2015-0379 (1s' check) Date: 10/6/15 1. Respond to each of the below items with a written commentary as to where and how the requirement �as met. ie Engineer of Record shall issue a letter of review and approval to the Building official or affix a shop �drawing stamp on the truss calculations stating reviewed and accepted.''VrYJSs V StghA V s Provide calculation for all gravity resisting systems to verify their capacity to carry the design loads of the restored design. CBC 2013, Section 3405.3. FLg--tfl 0 N k-1 C.:-4—Pespond to all redlines on structural plans. 'C e SON '! � �c-��,v Quo., -t,2, �, Zls ,_ r��•�-y �-rs� �C� ti� � sof �- w � �i� s . If corrections require revisions to the structural calculations, provide one complete copy of the redlined calculations from this submittal plus two complete, bound copies of the revised calculations for review and -approval. Providing only a few supplemental, revised pages will not be accepted and will delay approval of this project. Return all redlined structural plans and calculations at resubmittal. Please incorporate requested corrections into plan sets and reprint. Plan Reviewer. Kathryn Samuels Phone No.: 760-772-5107 r a?- ��. W-%*hJtV- " DATE: 12/1/2015 T-Vf 4 4 a" COMMUNITY DEVELOPMENT DEPARTMENT 78-495 CALLS TAMPICO LA QUINTA, CALIFORNIA 92253 (760) 777-7125 FAX (760) 777-7011 RESIDENTIAL PLAN CHECK CORRECTION LIST r STATUS: THIRD-REVIEWI PLAN CHECKED BY: JAKE FUSON TELEPHONE NUMBER: 760-777-7081 ADDRESS: 78-295 CLOUD VIEW,WY. DESCRIPTION: FIRE DAMAGE REMODEL APPLICANT: JH CONSTRUCTION PLAN CHECK #: BRES2015-0379 This submittal has been checked for compliance with the 2013 California Residential, Mechanical, Electrical, Plumbing, Green Building and Energy Codes, and the City of La Quinta Municipal Code. APPLICANT: The following items are being returned to you for correction: 2 SETS OF REDLINED PLANS I ASSESSOR'S SET OF PLANS 2 TITLE 24 ENERGY REPORTS (REDLINED) 2 SETS OF TRUSS CALCULATIONS BUILDING DEPARTMENT STAFF: DO NOT accept any resubmittal unless ALL of the following items are included: o 2 SETS OF REDLINED PLANS 2 SETS OF REVISED PLANS 1 REDLINED TITLE 24 ENERGY REPORT 2 REVISED TITLE 24 ENERGY REPORTS Z 1 SET OF REDLINED TRUSS CALCULATIONS 2 SETS OF REVISED TRUSS CALCULATIONS INSTRUCTIONS TO APPLICANT: 1) Provide a written response to each comment on the following pages, noting specifically where the correction can be found. Responses such as, "Sheet A-3," or, "Handrails shall be per CBC Section 1003," are not acceptable. Show or note specifically how compliance with a code requirement is achieved. Responses such as, "Added note 16 on sheet A-3" are appropriate and will help expedite,your back check. 2) Corrections may not be made by handwriting on existing drawings. Revise originals and reprint Plans and/or Calculations as necessary. 3) Return all red -marked Plans and/or Calculations with your resubmittal. 4) Each sheet of resubmitted Plans and/or Calculations shall include the preparer's name and telephone number and shall be wet -signed by the preparer. If the preparer is a licensed architect or engineer, all documents prepared by that licensed individual shall also bear his/her stamp as prescribed by California Business and Professions Code Section 5536. Resubmittals will not be accepted with signatures missing. 5) Return this list, your written responses, and all documents listed above with your resubmittal. Residential Plan Check Correction List Page 1 of 3 SECTION A - GENERAL 1) Provide written evidence from Burrtec Waste, approving a waste management plan that diverts not less than 50% of the construction materials from landfill for the project. Contact the District Environmental Coordinator directly at (760) 578-5215 for free assistance with the preparation of this plan. SECTION B — PRECISE / SITE PLAN / ZONING 1) No corrections apply. SECTION C - ARCHITECTURAL 1) No corrections apply. SECTION D - MECHANICAL 1) No corrections apply. SECTION E — ELECTRICAL 1) No corrections apply. SECTION F - PLUMBING 1) No corrections apply. SECTION G — ENERGY EFFICIENCY 1) Provide complete Energy Calculations showing compliance with the 2013 California Energy Code for this project. Due to lack of information in this submittal, a comprehensive review will be performed at next submittal. Energy report doVs not reflect conditions. Show new roof, new insulation uirements, etc. c vim_ d IV`��-��1 5� 0\7' S 2) Specify in Section drawings the wall and ceiling insulation (and radiant barrier, if applicable) specified in Energy Calculations. Radiant barrier shall also be shown installed on the vertical surfaces of attic spaces. . s�-� t /s2 3) Specify the following radiant barrier installation notes (or within design details) on Plan: a) All vertical attic surfaces (i.e. gable ends, parapet walls, etc.) shall be provided with radiant barrier; b) A minimum V air space shall be provided in enclosed rafter spaces. 4) Provide manufacturer's specifications for proposed cool roofing material, including CRRC Product ID Number, demonstrating compliance with solar reflectance and thermal emittance requirements for roofing products. (California Energy Code §I 10.8(1), 150.1(c)11. AL Information Items: a) For steep sloped roofs, roofing products with a density of less than 5 lb/ftz shall have a minimum aged solar reflectance of 0.20 and a minimum thermal emittance of 0.75, or a minimum SRI of 16. b) For steep sloped roofs, roofing products with a density of 5 lb/ftz or more shall have a minimum aged Residential Plan Check Correction List Page 2 of 3 City of La Quinta solar reflectance of 0.15 and a minimum thermal emittance of 0.75, or a minimum SRI of 10. c) For low sloped roofs, roofing products shall have a minimum aged solar reflectance of 0.55 and a minimum thermal emittance of 0.75, or a minimum SRI of 64. d) Roofing products with less than 5 Ib/ftz generally include asphalt shingles and metal roofs and products with a density of more than 5 lb/ft2 include concrete, clay tiles, slate and possibly some synthetic roof coverings. SECTION I - STRUCTURAL 1) See separate structural correction list, attached. SECTION K - MISCELLANEOUS COMMENTS 1) Red marks on Plans, even if not specifically mentioned in this list, indicate items needing correction. Revise Plans as necessary and provide written response, noting where correction can be found. 2) Provide proof of current City business license. END CORRECTION LIST As further information is provided and reviewed, additional corrections may be required. 15 V1 f Residential Plan Check Correction List Page 3 of 3 City of La Quinta Building and Safety Department Plan Check Corrections #ructural: Fire Restoration — Existing SFD . Engineer: Gilbert M. Hernandez, P.E. 78295 Cloud View Way Plan Check No.: BRES 2015-0379 (3 Id check) La Quinta, California Date: 12/14/15 Remam►ng. Stru,�ctural��Plan�Ch.eck'''Co'mm, ents:, 2. The Engineer of Record shall issue a letter of review and approval to the Building official or affix a shop drawino stamD on the truss calculations stating reviewed and accepted. 4. Res dC5 �. I to all redlines on structural Oans tructuraUxPlan"s`%Calculations5ihalfbestamped ands�gned`bytheErigineer of Record If corrections require revisions to the structural calculations, provide one complete copy of the redlined calculations from this submittal plus two complete, bound copies of the revised calculations for review and approval. Providing only a few supplemental, revised pages will not be accepted and will delay approval of this project. Please incorporate requested corrections into plan sets and reprint. Plan Reviewer: Kathryn Samuels, r'/31 -check by. John W. Thompson, PE Phone No.: 760-772-5107 RE: DEC 14 2515 CI i l 0� CUINTA COMMUNITY DEVELOPMENT City of La Quinta Building and Safety Department Plan Check Corrections Fire Restoration Existing SFD Engineer: Gilbert M. Hernandez, P.E.. I 78295 Cloud View Way Plan Check No.: BRES 2015-0379 (3rd chiack) La Quinta, California Date: 12/14/15 ," `emain�ngStructural Plan Check�Co►riments 2. The Engineer of Record shall issue a.letter of review and approval t - o the Building official or affix a shop drawinq stamp on the truss calculations stating reviewed and accepted. 4. Respond to all redlines on structural plans. If corrections require revisions to the structural calculations, provide one complete copy of the redlined calculations from this submittal plus two complete, bound copies of the revised calculations for review and approval. Providing only a few supplemental, revised pages will not be accepted and will delay approval of this project. Please incorporate requested corrections into plan sets and reprint. Plan Reviewer. Kathryn Samuels, 2"d/3'd check by. John W. Thompson, PE Phone No.: 760-772-5107 R�C1t4VED DEC 14 2015 CITY OF LA QUINTA COMMUNI:Ty DEVELOPMENT �F�4�rw LA QU,INTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 TRANSMITTAL BUILDING & SAFETY DEPARTMENT (760)777-7125 FAX (760) 777-7011 TO:OUNG ❑ESGIL ❑VCA ❑COMPLETE PLAN CHECK/N/S-STRUCTURAL ATTN: TODAY'S DATE: I Z- 2 1 -- Ir DUE DATE: — 7 y/ PERMIT NUMBER: �S ZQ %S•0371 PROJECT ADDRESS: "78 29 S' C,AW Oy16W (WAY APPLICANT NAME: J ff Wil sfrmcf i SUBMITTAL ROUND:*K - BIN NUMBER: 7c INCLUDED HEREWITH: ❑PLANS [REDLINED PLANS ❑STRUCT /❑REDLINED STRUCT IRUSS ❑REDLINED TRUSS ]SOILS ❑REDLINED SOILS []ENERGY ❑REVISED ENERGY RRECTION LIST ❑OTHER REVISED PLANS ❑REVISED STRUCT AREVISED TRUSS ❑REVISED SOILS ❑APPROVED PLANS ❑APPROVED STRUCT ❑APPROVED TRUSS. ❑APPROVED SOILS OSTOMER RESPONSES -BUILDING DEPARTMENT USE ONLY - GREEN SHEET TO: ❑CDD ❑(w/Plans) ❑PUBLIC WORKS ❑COVE CHECK (w/Application) ASSIGN NON-STRUCTURAL TO: COMMENTS: To: Attn We are forwarding Includes: Submittal: ❑ 1st • ® 4th ❑ 2nd ❑ 5th ❑ 3rd ❑ Other: ® By Messenger Descriptions: ❑ By Mail (Fed Ex or UPS) ❑ Structural Plans ❑ Structural Calculations ® 1 Truss Calcs w/stamp by EOR ❑ Soils Report ® 1 Structural P/C Comments ® ❑ 1 Redlined Structural Plans Redlined Structural Calcs ❑ Redlined Truss Calcs ❑ Redlined Soils Reports Includes: # Of Copies: ® 1 El O ❑ El❑ ❑. ®•. ❑ Your Pickup Descriptions: Revised Struct. Plans Revised Struct. Calcs Revised Truss Calcs Revised Soils Report Approved Structural Plans Approved Structural Calcs Approved Truss Calcs Approved Soils Report 3 Other: Revised Plan Sheet S-2 Dated 1-18-16 Comments: Structural content is approvable. 'Revised plan sheet S-2 dated 1-18-16 shall be inserted into the approved sets. Structural Plan Review Time =.2.25 HR This Material Sent for: ❑ Your Files ® Per Your Request ❑ Your Review ❑ Approval ❑ Checking ❑ At the request of: Other: ❑ By: John W. Thompson Office : ® (760) 772-5107 Other: ❑ ROOF AND FLOOR TRUSSES -INCLUDING 4 X 2 9845 SANTA FE AVE E.- P O BOX 402563 HESPERIA, CA 92340-2563 www.timcotruss.com ststimco(Dgmail.com (760) 949-2721 FAX (760) 948-5330 JOB NUMBER: 15761 CUSTOMER: J.H. CONSTRUCTION (760) 244-2532 1-800-469-9449 DATE: SEPTEMBER 11, 2015 PROJECT NAME: FIRE RESTORATION SEP 2 2 2015 CITY OF LA QUINTA PLANS / ELEVATIONS: COMMUNITY DEVELOPMENT OFT -1 JOB SITE: 78295 CLOUD VIEW WAY, LA QUINTA C (§I)F LA QUINTA BUILDING & SAFETY DEPT. APPROVED N I w -NIA -E I COLA Fab. Lic. # 1682 S PREFABRICATED PER U.B.C., I.B.C., AND ANSI NATIONAL STANDARD LATEST REVISION TIMCO HESPERIA, CA QUALITY AUDITED BY NATIONAL INSPECTION ASSOCIATION, INC. REVISIONS: IDATE I Z PAI & BY xza Q 2 C 69170 N Exp. 30'1 sr civic �P q OF Lk � 33'- 0" IT= 949-2721 (TOO) 244-2532 Roo oR SS S w'eeN.rEaTi,:M� em (790) 949-5Mm (300) 493-9449 SPACING 2-D-o TOP CHORD 2X4 END CUT n P BOA SIZE 2X8 LOADw--912 TC PITCH--5-/12 TC 25-/p BC O.H. TYP. lr JOB a P A EVATION JOB NAME DATE REVISIONS ADDRESS CUSTOMER H hONSTRUCTION CONTACT A PHONE - (__J - IFAXI DRAWN BY JARED OSBURN THIS LAYOUT AND HANGERS SHOULD ALWAYS BE REVIEWED BY BUILDING DESIGNER OR PROJECT ENGINEER AND IS THE RESPONSIBILITY OF THE GENERAL I CONTRACTOR TO SEE THAT IT IS REVIEWED. ALL HANGERS ARE LABELED IN-SIMPSON" NUMBERS U.N.O. HANGERS ARE NOT INCLUDED UNLESS LISTED UNDER MISC. ITEMS ON THE BID SHEET. To Whom It May Concern: Eagle Metal Products 12300 Ford Road, Suite 110 The attached truss design drawings referenced below have been prepared by me or under my Dallas, Texas 15234 direct supervision based on the design parameters provided by Timco Truss and are assumed to eaglemetai.com be in accordance with the appropriate building code. Any changes to these parameters and/or information provided on the original truss drawing voids the affected sealed truss drawing and new information shall be submitted to this office for additional review. Listed below are the truss designs included in this package and covered by this seal. Job Name: 15761 - 1053558 A01, A02, A03, A04, A05, B01, B02, B03, B04, B05, C01, CO2 Please refer to individual truss designs for specific loading and design criteria. Arturo A. Hernandez (CA, C72517) My license renewal date for the state of CA is 06/30/2016 The seal on these drawings indicates acceptance of professional engineering responsibility solely for the truss components shown. It is the responsibility of the building designer as to the suitability for use of each truss listed above. SYMBOLS DESIGN NOTES I 1. The Truss Design Drawing(s) provided with these General Notes 12. Bottom chord required bracing shall be at 1Oft spacing or less, if no Plate Size 3x4 - The first dimension is the width have been prepared under and are subject to ANSI/TP11. structural rated ceiling is installed, unless noted otherwise. perpendicular to slots. Second Capitalized terms have the meanings provided in ANSI/TPI1. dimension is the length parallel to 13. Strongbacking shall be installed on all parallel chord trusses, slots. 2. Copies of each Truss Design Drawing shall be furnished to the including flooring systems, to limit deflection and reduce vibration. installation contractor, Building Designer, Owner and all persons Refer to BCSI-B7. -, /, 1, Indicates required direction fabricating, handling, installing, bracing, or erecting the trusses. of slots; Reference "Joint Details" 14. Never exceed the design loading shown and never stack building for more information. DESIGN LIMITATIONS or other materials on inadequately braced truss; refer to BCSI. 20 Ga Gr40 connectors required 3. The Truss Design Drawing is based upon specifications provided 15. Concentration of construction loads greater than the design loads by the Building Designer in accordance with ANSI/TPI1. Neither the shall not be applied to the trusses at any time; refer to BCSI. 3x10-20HS 20 Ga Gr60 connectors required Truss Designer, Eagle, nor an engineer who seals this design (if 8x10-18HS 18 Ga Gr60 connectors required any) assumes any responsibility for the adequacy or accuracy of 16. Trusses shall be handled with care prior to erection to avoid specifications provided by the Building Designer. damage. Refer to BCSI for recommended truss handling and Lateral Bracing erection. When this symbol shown, 4. The Building Designer is solely responsible for the suitability based continuous lateral bracing is upon the Truss Design Drawing and shall be responsible for MATERIALS AND FABRICATION required on the web of the truss. reviewing and verifying that the information shown is in general conformance with the design of the Building. 17. Lumber moisture content shall be 19% or less at the time of fabrication unless noted otherwise. 5. Each Truss Design Drawing is for the individual building component Bearing (a truss). A seal on the Truss Design Drawing indicates 18. Lumber used shall be of the species and size, and in all respects, Indicates location where bearings acceptance of professional engineering responsibility solely for the equal to or better than that specified. (supports) occur. individual truss. 19. Unless expressly noted, the truss designs are not applicable for use 6. Each Truss Design Drawing assumes trusses will be suitably with fire retardant or preservative treated lumber. protected from the environment. 20. Plates shall be applied on both faces of truss at each joint and HANDLING, INSTALLING AND BRACING embedded fully. Knots and wane at joint locations shall be Plate Location & Orientation regulated In accordance with ANSI/TPI1. The plate shall be centered on 7. Refer to BCSI for handling, installing, restraining and bracing joint and/or placed In accordance trusses. Copies can be obtained from the Truss Plate Institute 21. The plate type, size, orientation, and location dimensions shown with the design drawing/QC full (TPI), 218 N Lee Street, Suite 312, Alexandria, VA 22314, indicate minimum plating requirements. scale details. www.tpinst.org or SBCA, 6300 Enterprise Lane, Madison, WI 53719, www.sbcindustry.com. 22. Connections not shown are the responsibility of others. 8. Bracing shown on each Truss Design Drawing is for lateral support 23. Adequate support shall be provided to resist gravity, lateral, uplift REFERENCES of individual truss components only to reduce buckling lengths. All loads. temporary and permanent bracing, including lateral load and • ANSI/TP11: National Design Standard for diagonal or cross bracing, are the responsibility, respectively, of the 24. Cut members to bear tightly against each other. Metal Plate Connected Wood Trusses erector and Building Designer. BCSI: Building Component & Safety OTHER NOTES Information - Guide to Good Practice for 9. When a clear span truss is 60 ft or greater, Eagle recommends, and Handling, Installing, Restraining & Bracing of ANSI/TP11 (2007) requires, that a registered design professional be 25. Camber is a non-structural consideration and is the responsibility of Metal Plate Connected Wood Trusses NDS: National Design Specification for involved in the erection process. truss fabricator. Values shown on truss drawing are a Wood Construction recommendation based on industry standards. • ESR 1082 published by the International 10. Eagle is not responsible for improper truss fabrication, handling, Code Council. erection or bracing. 26. Do not cut or alter any truss member or plate without prior approval from a professional engineer. 11. Compression chords shall be laterally braced by the roof or floor EAGLE sheathing, directly attached, or have purlins provided at spacing shown, unless noted otherwise. M H T A L v02.11 T.L. Timmerman Const. Inc. dba timco Truss: A01 9845 Santa Fe Ave. E., Hesperia, Ca 92345 JobName: 15761 (760) 2442532- fax (760) 948-5330 Date: 09/11/15 11:08:21 www.timcotlllss.com - ststimco@gmail.com Page: I of I SPAN PITCH QTY OHL OHR CANT L CANT R PLYS SPACING WGT/PLY 31-0-0 5/12 1 1.6-0 0-M 0-0-0 0-" 1 24 in 187 lbs 32-6-0 1-8-0 8-0-5 58-3 4111 3-3-0 57.6 57A 6-45 11 a�6 16a-0 19-9-0 254-0 31-0-0 5xf - 4V\ 3V/ 1215 5F12 3V\ �H 1.S 1.5111\ 22 6z8 . 2.5 L2 31 ti 13 3V \ 3xf / 3x4 / 1 1212.5 14 T 2i 3.11- 1. 31 0-0.0 349 la 0-0-08.8.10 5743 39 17 -08-8.10 25-4-6 31-0-0 6 All plates shown to be Eagle 20 unless otherwise noted. Loading (psf) General CSI Summary Deflection U 00c) Allowed TOLL: 19 Bldg Cade: CBC 201Y TC: 0.53(5-6) Vert TL 0.24 in L/976 (13-1) L1240 GSL: 5 TPI 1.2007 BC: 0.59(13-1) Vert LL 0.07 in L/999 (13-1) L/360 TCDL: 14 Rep Mbr Increase: No Web: 0.62(6-11) Hoz TL, 0.05 in 10 BCLL: 0 LamberD.O.L: 115% BCDL: 10 Reaction Summary JT Brg Carbo Brg Width Rqd Brg Width Max React Max Gmv Uplift Max Wild Uplift Max Uplift Max Horiz I 1 3.5 in L50in 776 lbs - -t91%a -191@6 5686 991111A/ in 1,945 lbs - 10 1 33m 1.97166 QGES$,�'W -25685s -256Q 8 1 3.5 in 1.506 281 lbs -49 lbs -45 lbs -49 lbs A- He Rti9 Material Summary Bracing Summary Fey tiQ TC DFLNIB 21r 4 TC Bracing: Sheathed orPtalbtsat4-3-O, Purls design byOdem GO BC DFLNIB 2x 4 BC Bracing Sheathed orPurlins at-1-9-0,Purlmdesign byOthcm Nhbs OFLStandlyd 2x 4 Q No. C72517 N m u(23� Loads Summary OG Exp-06.30.2016 X I)This truss; has been designed for the effects of balanced and unbalanced snots leads for hips/gables s aceonlance wBhASCE7 - 10 with f following unser defnod input: 5 psf snow load 7brmm Category C, Exposure Category Parially Exposed (Ce =1.0), Risk Category 11(1= 1.00), Thermal Condition AB Otters (Ct =1.0), DOL= 1.15. If the roof differs from hip'gable, Building Designer shall verify snow loads. Cl P 2) This truss has been designed to account for f effects of ice dams forming at the eaves OF 3) This truss has been designed for to effects of wind bads in accordance wuhASCE7 -10 with the following user defied input 110 mph (Factored), Evposure C, Enclosed b dip, CALI Risk Category 11, h=B=Ir15 R, Not End "Lane Trues, Bath end webs considered DOL= 1.60 4) This truss has been designed for site effects of a 19 psf live load computed in accordance with I BC 2012 assurnigg slope = 3 /12 and area supported = 60 RA2, DOL= 125 5) Minimum storage attic loading has been applied in accordance with IBC 1607.1 Member Forces Summary Tulle indi-: h1anha ID, mu CSL.. a W fee, (mux -pr. far ifdiffamt Ban mux axial fete} Only f tees greater Nan 300111 we shwas in this more TC 1.2 0.244 -2,111 f 5.6 0.535 1,424118 (.1661h;) 1 2.3 0.244 -1.498 IS 6-7 0.394 328 IN -208 f UC 11-12 0.199 -1,29311% 13.1 0.591 1,9581hs (-308 lb;) 12.13 0.477 886 ft -38 f Wda 2.13 0.108 .596 f 4-12 0.084 -367 Ihs 11-10 0.317 4,803 118 3.13 0.314 77311 (441hr) 5.12 0.536 1,319118 (.791h:) 6.11 0.622 -1,176 Ih: 3.12 0.502 .1,038 ft 5-11 0.273 -1,450 118 6A 0.126 309 IIB Notes: 1) Unless noted odxTwise, do not cut a otter any truss member or plate without prior approval from a Professional Engi cer. 2) Gable webs placed at 16"OC, U.N.O. 3) Attach structural gable blocks with 1.5x3 20g3 plates, U.N.O. 4) Bracing shown is for in-pbnc requirements. For out-of--plane requirements, refer to SCSI-B3 published by the SBCA. 5) This truss has been designed using the green service reduction factors 6) When this crus has been chosen for quality assurance inspection, the Double Polygon Method per TPI 1-20MIChapter 3 shall be used 7) The fabrication tolerance for the roof tits is 20 % (Cq = 0.8)). 8) At least one web of this tats has been designed with a panel porta in the web. All panel point; an such webs shall be laced laterally perpendicular to the plane of the truss. Lateral braces shall be rtm8ed within 6"of each web panel post 9) Due to negative reactions in gravity load cases, special connectins to the bearing surface at joint 8 may need to be considered 10) Listed wind uplift reactions based on C&C Only loading ALL PERSONS FAB RI CAM NO, 14ANDUNO, ERECTING OR INSTALLING ANY TR USS BAS ED UPON THIS TR USS DESIGN DRAWING ARE INSTRUCTED TO REF ER TO ALL TrueBui ld® Software v5.5.1 II OF THE INSTRUCTIDNS, LIMITATIDNS AND QUALIFICATIONS SET FORTH IN THE EAGLE METAL PRODUCTS DESIGN NOTES ISSUED WITH THIS DES IGNAND Eagle Moral Products AVAILABLE FROM EAGLE UPON REQUEST. DESIGN VALID ONLY WHEN EAGLE M EFAL CONN ECTORS ARE USED. 5 T.L. Timmerman Const. Inc. dba timeo Truss: A02 9845 Santa Fe Ave. E., Hesperia, Ca 92345 JobName: 15761 (760) 2442532- fax (760) 948-5330 Date: 09/11/15 11,08:23 www.timcotniss.com - Ststimco@Qgmail.COm Page: I of I SPAN PITCH QTY OHL OHR CANT L CANT R PLYS SPACING WGT/PLY 31-" 5/12 1 1-6-0 0-" 0-0-0 0-" 1 24 in 143 lbs 32-6-0 5.8.3 411A 33U S7 a 5.7-8 6-0-5 11E-0 166-0 19.9-0 25-0-8 31-0-0 5nf- 4V% 31 I 1215 �H 5FIT- 3V\ 1.513 \ p 618 2.5L12 31 3y \ i t 3xf / 3x41 / l 72.5 T '°g F 21 3x8 - 1. 31 0410 3-4-83-3-0 2.8.6 0.0-0 8-8-10 7-9-6 5.7A 5.7.8 &&10 16-6-0 19-9-0 25-4-8 31-0-0 All plates shown to be Eagle 20 unless otherwise noted. Loading(pst) General CSI Summary Deflection L 00c) Allowed TCLL: 19 Bldg Code: CBC 2013/ TC: 0.53(5-6) WrtTL 0.24 in L/976 (13-1) L/240 GSL: 5 TPI 1-2007 BC: 0.59(13-1) Ven LL: 0.07m L/999 (13-1) L/360 TCDL: 14 Rep Mbr Increase: No Web: 0.62 (6-11) Hoz TU 0.05m to BCLL: 0 Lumnber D.O.L.: 115% BCDL: 10 Reaction Summary IT Brg Conbo Brg Width Rqd Brg Width Max React Max Grav Uplift Max Wad Uplift Max Uplift Max Hafiz 1 1 35 in I.50in 776 lbs -1911b -191 [los 56 lbs 09/11/ 35 in 1.97 in FLSS�(��- 10 1 1,945 lbs -256 lbs -256 lbs Q 8 1 3.5 in 1.50 in 281 lbs -49 lbs -45 lbs -49 Its 11 c O P. HE'S Material Summary Bracing Summary tvT TC DFLNIB 2x 4 TC Bracing: Sheathed or Purtins at 4-3-0, Halm design by Others. yCI BC DFL NI B 2x 4 BC Bracing: Sheathed or Purlhs at 5.9-0, Purfn design by Others Nibs DFL Standard 2 x 4 Q No. C72517 N m w Loads Summary oG EXP -06.30.2016 ;0 1) This truss has been designed for the effects due to 10 psf bottom chord live bad plus dead loads. 2) Ths no has been designed for the effects of balanced and unbalanced crow beds for hips/gables in accordance withASCE7 - 10 with the following user defined input: 5 psf snow load Termor Category C, Exptlsurc Category Partially Exposed (Ce = I.0), Risk Category I I (I =1.00), Thermal Condition All Others (Ct = 1.0), DOL= 1.15. If the roof differs from hip'gable, Building Designer shall verify snow loads V11- 3) Ths truss has been designed to account for the effects of ice dams forming at the caves. F GAL 4) Ths truss has been designed for the effects of wind bods in accordance withASCE7 -10 with tlx: following user defued input 110 mph (Factored), Exposure C, Enclosed Gable/Hip, Risk Category 11, h=B=Ir15 R Not End "Lone Tess, Both end webs considered DOL= 1.60 5) Ths trusshas beendesigned for the effects of a 19 psf live load computed m accordance with IBC 2012 assurnmg slope = 3 /12 and area supoorted = 60 ft12, DOL= 125 6) Minimum storage attic londing has beenapplied in accordance with IBC 1607.1 Member Forces Summary Table indi— M—b. IO, maa CSI, max axial fhq (max carp,. form ifdiff—t Ban max natal fee} Only bra gr ester than 3001tr are shwas in this table. TC 1.2 0.244 .2,111 Ib; 56 0.535 1,424 N(.1661hs) 2.3 0.244 .1,498 Its 6.7 0.394 328 as -208 ft BC 11-12 0.199 .1,293 lb, 13.1 0.591 1,958 Ibs (-308 IN) 12.13 0.477 886 ft (jj-381hs Wd: 2-13 0.108 •596 Ib. 4.12 0.084 -767 Ihs ..40 0.717 -.,..3.- 1,803 16; 3 -IJ 0.314 77311, (•14 Ihs) 5-12 0.536 1,7191 (-7911%) 6.11 0.622-1,1761bl 3' 3.12 0.50E -1,078 Ihr 5•II 0.273 -1,450 Ihs 6-9 0.126 309 Ila; Notes: 1) Unless noted otherwise, do not cut or alter any truss member or plate without prior approval from a Professional Engineer. 2) This toss has been designed using the green service reduction factors. 3) When this truss has been chosen for quality assurance inspection, the Doable Polygon Method per TPI 1-2007/Cha per 3 shall be used 4) The fabrication tolerance for this roof truss is 20 %(Cq = ago). 5) Brace bottom chord with approved sheathing or purlins per Bracing Summary. 6) At leas one web of the Ind has been designed with a panel point in the web. All panel points on such webs shall be braced laterally perpendicular tothe place of the truss lateral braces shag be installed within 6"of each web panel point 7) Due to negative reactions in gravity load cases, special connections to the bearing suaface atjomt 8 may need to be considered 8) Listed wind uplift reaction based on C @C Only bad* ALL PERSONS FABRICATING,HANDLING, ERECTING OR INSTALLING ANYTRUSS BASED UPON THIS TRUSS DESIGN DRAWING ARE INSTRUCTED TO REFER TO ALL TrueBuild®Softvv v5.5.I11 OF THE INSTRUCTIONS, LIMITATIONS AND QUALIFICATIONS SET FORM IN THE EAGLE METAL PRODUCT'S DESIGN NOTES ISSUED WITH THIS DESIGN AND Eagle Metal Products I AVAILABLE FROM EAGLE UPON REQUEST. DESIGN VAUD ONLY WHEN EAGLE MEIALCONNECTORS ARE USED. I T.L. Timmerman Const. Inc. dba timeo Truss: A03 9845 Santa FeAve. E., Hesperia, Ca 92345 JobName: 15761 (760) 2442532- fax (760) 948-5330 Date: 09/11/15 11:08:25 www.timcotruss.com - ststimco@,gmail.com Page: I of I SPAN PITCH QTY OHL OHR CANT L CANT R PLYS SPACING WGT/PLY 33-" 5/12 11 1-" 1-" 0-0-0 0-" 1 24 in 127 Ins 36-0-0 1.6-0 7.6-4 53-2 3&10 3.8.10 53.2 76.4 11-6-0-1 1 1 1 1 I 1 7-6-0 12-8-0 16-6-0 20.2-10 25512 330-0 Sx�- 3V1 3V% s„N 512 1.5103\" 1.5g3/ 125 d,� g 3N / 3x4 \ 4xf 1 / 4y\ T 11 X2.5 2.5112 12 0.1 $ 00.0 10.27 i 6.313 6313 10.2-3 i 10-27 16-0-0 22-9-13 33-0-0 All plates shown to be Eagle 20 unless otherwise noted. Loading (psf) General CSI Summary Deflection L (loc) Allowed TOLL: 19 Bldg Code: CBC 2013/ TC: 0.85(6-7) VertTL 0.98m L/395 (8-9) L/240 GSL: 5 TPI I-2007 BC: 0.82(7-8) Vert LL 0.44 in L/888(&9) L/360 TCDL: 14 Rep Mbr Increase: Yes Web: 0.32(49) Harz TL 0.61m 7 BCL.: 0 LanberD.O.L: 115% BCDL: 10 Reaction Summary JT Brg Combo Brg Width Rqd Brg Width Max React Max Gmv Uplift Max Wind UDIdb Max Uplift Max Horiz (x/11 / C 1 I 35 in 1.58 m 1,51'11 - -295 this -295 the -lift Q ESS 7 1 3.5 in 1.58 m 1,51816s -295 lbs -295 lbs Material Summary Bracing Summary TC DFLNIB 2x 4 TC Bracing; Sheathedor Ptrlisat2.1-0, Plalindesign by Othersi y Oit1 BC DFLNIB 2x 4 BC Bracing: Sheathed orPurinsat&7-0, Min design by Others 2 Wpbs DFL Standard 2x 4 except w Q No. C72517 N m 49 DFLNIB 2x 4 W Etp-06.30.2016 ;0 Loads Summary 1)'fhs truss has been designed for the effects due to l0 psf bottom chord five load pts dead loads. 2) This tris has been designed for the effects of balanced and unbalanced snow loads for hips/gables n1 accordance wi16ASCE7 - 10 with the following user defined input 5 psf snow load Tbrmnu Category C, Exposure Category Partially Exposed (Ce =1.0), Ridr Categoryl l (I =1.00), Thermal Condition All Others (Ct =1.0), DOL= 1.15. If the roof gum CI differs from hiplgable, Building Designer shall verify snow loads • OF CALM 3) This tris has been designed to account for the effects of ice dams forming at the eaves. 4) This truss has been designed forthe effects of wild loads in accordance withASCE7 - 10 with the following user defined rlput 110 mph (Factored), Exposure C, Enclosed, Gable/Hip, Risk Category 11, h=B=L =15 ft, Not End Zine Tess, Both end webs considered DOL= 1.60 5) Tis truss has been designed for the effects of a 19 psf live load computed in accordance with IBC 2012 assuming slope= 3 /12 and area suppor ied= 60 ft^2, DOL= 125 6) Minimwn storage atfic loading has been applied in accordance With IBC 1607.1 Member Forces Summary TeBe indi- Menba ID, max CSI, mss uid gym, (max amp,. fora ifdiffmmt Ban max uial farml Only bar g- uhnn 30011 are shown in his untie TC 1.2 0.852 -5.4691 34 0.297 -3,655 Ila 5b 0.434 4,892 Ila; 2-3 0.434 4,892 ft q-5 0.297 -3,655 Its 6-7 0.853 -5,469 Ib, BC 17.8 0.816 5,0951M (-635 ft) 8.9 0.697 4,138 Ila -3501;; 9-10 0.697 4,138 ft .3501bs 10.1 0.816 5,0951;; 6351;; Wda 2-10 0.105 -566 1b, 3.9 0.263 420 Its 5-9 0.267 .8201;; 6S 0.105 -566 1b. 7.10 0.292 718 1b. (48 lbs) 4A 0.322 2,537 Ihs (-287 Ila;) 54 0.292 718 ft (48 1;;) Notes: 1) Unless noted otherwise, do not cut or alter any truss member or plate without prior approval from a Professional Engineer. 2) This tress has been designed rising the green service reduction factors 3) When this tuns has been chosen for quality assurance inspection, the Double Polygon Method per TPI 1-2007/Chapter 3 shall be used 4)'fbe fabrication tolerance for this roof truss is 20 % (Cq = 0.80). 5) Oracc bonen chord with approved sheathing or purlins per Bracing Summary. 6) Listed wind uplift reactions based on C&C Only loading All. PERSONS FABRICATING,HANDLING, ERECTING OR INSTALLING ANY TRUSS BASED UPON THIS TRUSS DESIGN DRAWING ARE INSTRUCTED TO REFER TO ALL TrueBuild® Software v5.5.11I OF THE I NSTRUCTIONS, LIMITATIONS AND QUALIFICATIONS SET FORTH IN THE EAGLE METAL PRODUCTS DESIGN NOTES ISSUED WITH INS DESIGNAND Eagle Metal Products AVAILABLE FROM EAGLE UPON REQUEST. DESIGN VALID ONLY WI EN EAGLE METALCONNECTORS ARE USED. I T.L. Tmunerman Const. Inc. dba timco Truss: A04 9845 Santa FeAve. E., Hesperia, Ca 92345 JobName: 15761 (760) 2442532- fax (760) 948-5330 Date: 09/11/15 11:08:27 www.timcotruss.com - ststimco@gmail.com Page: 1 of l SPAN PITCH QTY OHL OHR CANT L CANT R PLYS SPACING WGT/PLY 33-0-0 5/12 11 1-" 1-" 0-0-0 0-0-0 1 24 in 141 lbs 36-0-0 1-6-0. 58-0 l 6 5.6-0 l l I 11.6-0 580 15.6-0 I I -0-0 6% 22-0-0 27-6-0 338-0 51- 1-3,34/ 3V/_ 3V\ m 5 12 12 5 �Sn 1.513\ 1.5g3l r 31- 319f - T p g 12 3iA - 5x6 - 3X'4 - 0.0-0 0-0-0 6610 7.11-6 7.11-6 &610 ' 1}Fa10 166-0 I 24-5-6 I 33-0-0 All plates shown to be Eagle 20 unless otherwise noted. Loading (psf) General CSI Summary Deflection U (loc) Allowed TOLL: 19 Bldg Code: CBC 2013/ TC: 0.28(6-7) Vert TL 0.31 in L/999 (8-9) L/240 GSL: 5 TPI 1-2W7 BC: 0.59(10-1) WrtL-L• 0.12in L/999 (8-9) L/360 TCDL: 14 Rep Mbr Increase: Yes Web: 0.65(5-9) Harz TL 0.11 in 7 BCLL: 0 LumberD.O.L: 115% BCDL: 10 Reaction Summary JT BrgCombo BrgWdth RgdBrgWidth Max React MuGravUplift Max Wind Uplifl Max Uplift MaxHexiz 09/Ll/ 1 1 ism 1.62m 1,518lbs -295 lbs -295 Ib; -Il lbs Q OFESS/p 7 I 3s in 1.62 i n 1,518lbs -295 lbs-2951hs t,O P. H� Rti9,LF2 Material Summary Bracing Summary TC DFL #I B 2x 4 TC Bracing Sheathed or Purlins at 3.8-0, Rolm design by Ohers. CID BC DFL # I B 2x 4 BC Bracing: Sheathed or Pu rfi s at lo40, Rahn design by Others m Z \\hbs DFL Smn&rd 2 x 4 CD Q No. C72617 IV m Loads Summary a! Exp -06.30.2016 M 1) This truss has been designed for the effects due to 10 psi• bottom chord live bad plus dead loads. 2) Tn-s tors has been designed for the effects of balanced and unbalanced snow bads for hips/gables in accordance withASCE7. 10 with the following user defned'inpue 5 psf gr snow Ind Tbrmil Category C, Exposure Category Partially Fused (Ce = 1.0), Rik Category 11(1= 1.00), Thermal Condition A8 Others (Ct - 1.0), DOL= 1.15. If are roof Q` differs from hip'guble, Bu iWi g Designer shall verify snow leads. C 3) This truss has been designed to account for the of ecs of ice dams forming at the eaves OF C,ALt 4) This tress has been designed for the effects of wed bads in accordance withASCE7 -10 with the following user defined input 110 mph (Factored), Exposure C, Enclosed Gabkh lip, Risk Category It, h-B=L;=15 R Not EndZoneTruss, Beth end webs considered DOL=1.60 5) This truss has been designed for the effects of a 19 pd' live bad computed in accordance with IBC 2012 arming slope= 3112 and area s pportcd = 60 ft12, DOL= 125 6) Minimum storage attic loading has been apphcd in accordance with IBC 1607.1 Member Forces Summary T4bk indi— Manby ID, mad CSI, mix axial fvcq (mea coop,. fuss ifdiffter®t ban .. e.ial frral Caly fags g—ter Nen 30011, ere ehvw in this table TC 1.2 0.279-3,0931hs 34 0.229 .1,9371bs 56 0.246 .2,7561h; 2.3 0.246 -2 757 Ib; 4-5 0.229 -I 937 Ihs 6.7 0.279 -3 093 Its FIC 17.8 0.592 2,807 lbs -367 Ihs 8A 0.546 2,271 Ihs -227 IN 9.10 0.546 2,271 Ih; .22716: 10-1 0.592 2,807 Ib: -367 Ib; Was; 2-10 0.112 401 lbs 3.9 0.653 .724 ft5-9 0.653 .7241h; 6.8 0.112 4011h; 3.10 0.209 514 IN 4.9 0.432 1,063 N(-159 Ib;) S.8 0.209 514 Ib; Notes: 1) Unless noted otherwise, do not cut or after any truss member or plate without prix approval from a Professmal Engineer. 2) This teas has been designed usmgthe green service reduction factors. 3) When this truss has been chosen for quality asmmc inspection, the Double Polygon Method per TPI 1-2007/Chapter 3 shall be used 4) The fabrication tolerance for this roof truss 20 % (Cq = 0.80). 5) Brace botaxn chord with approved sheathing or puafirs per Bracing Summary. 6) Listed wind uplift reactions based on C&C Only load -mg ALL PERSONS FAB RICATI NO, I IAN DU NG, ERECTING OR I NSTALU NG ANY TR USS BAS ED UPON IN S IR USS DESI GN DRAWING AP E INSTR UCTED TO REFER TO ALL TrueBuiId®Software v5.5.III OF THEINSTRUCTIONS,UMITATIONSANDQUALIFICATIONSSETFORTHINTHEEAGLEMEfALPRODUCTSDESIGNNOTESISSUEDWITHTHISDESIGNAND Eagle Metal Products AVAILABLE FROM EAGLE UPON REQUEST. DESIGN VALID ONLY WHEN EAGLE METALCONNECTORS ARE USED. 1 5 T.L. Timmerman Const. Inc. dba timco Truss: A05 9845 Santa FeAve. E., Hesperia, Ca 92345 JobName: 15761 (760) 2442532- fax (760) 948-5330 Date: 09/11/15 11:08:31 www.timcotniss.com - ststimco@gmail.com Page: I of 1 SPAN PITCH QTY OHL OHR CANT L CANT R PLYS SPACING WGT/PLY 33-" 5/12 1 1.6-0 1-" 0-0-0 0-0-0 1 24 in 195 lbs 36-0-0 1-6-0, 16-6-0I 16.6-0 1160 I &O 1633-M 3x4 \ 5x6 - 3�� 112 13 I-JV I 1.543 1 1.583 l 1.1s�3 I 1.5x3 1 1.5x3 1 1.5�t31 7 17 1.531 " 1 5F12— 1.S�131 1.`�'§3I —1-215 �^ 1.51311.�h�3 1 r 1.51(31 1.,hi31 1.S�C31 1.%31 1 3x1 - 3g - 44 45 T 2311. 2311. x3 1. x311.91'31 1.11. x311. x311. x311. x311. hl 52- 1. x31 1.031 1.x311. x311. x311. x31i. x311. x311. x31 0-0-0 0.0.0 33-M 33-0-0 All plates shown lobe Eagle 20 unless otherwise noted. Loading (psf) General CSI Summary Deflection Ll 00c) Allowed TCLL: 19 Bldg Cade: CBC 2013/ TC: 0.18(22-23) \4rtTL: Om L/999 (43.1) L/240 GSL: 5 TPI I-2007 BC: 0.09(23-24) Vert LL. 0111 L1999 (23.23) L/360 TCDL: 14 Rep MtrIncrease: No Web: 0.08 (13-33) HorzTL: Obi BCLL: 0 LamuberD.O.L: 115 BCDL: 10 Reaction Summary Brg Carbo Brg Width Max React Ave React Max Grav Uplift Max Wbd Upbfl Max Uplifl Max Raiz 09111 i I 310h 93 plf -58 lbs -58Ibs -221 lbs Q �F ESS I[]�' Material Summary Bracing Summary ��ti0�0 A NIB 2 4 TC �2 yC TC DFL x Bracing: Sheathed or Purlins at 6-3-0, Purim design by OtheX44 �J BC DFL NIB 2 x 4 BC Bracing: Sheathed or Purlins at 10.40, Palin design by 0,,r,- i %ktbs DFL Standard 2x 4 y w N Q No. C72517 m Loads Summary a Exp D6.30.2016 M 1) This toss has been designed for the effects of balanced and unbalanced snow loads for hips/gables m accordance withASCE7 - 10 with the following user defined imm 5 psf gr snow lead, Tbmain Category C, Exposure Category Partially Exposed (Ce = 1.0), Risk Category 11(1= 1.00), Thermal Condition All Others (Ct = 1.0), DOL= 1.15. If the roof conli differs from hip!gable, Building Designer shall verify snow loads. 2) This trues has been designed to accost for the effects of ice dams forming at the eaves. V11. 3) This truss has been designed for the effects of wind bads in accordance withASCE7 - 10 with the following user defined npin: 110 mph (Factored), Exposure C, Enclosed, Gab F Risk Category 11, h=B=Lr 15 it, Not End "Lone Truss, Both end webs co side ed DOL= 1.60 CAL 4) This toss has been designed for the effects of a 19 psf live load computed in accordance with IBC 2012 assuming slope = 3 /12 and area supported = 60 ft^2, DOL=125 Member Forces Summary Tebk indima: M—b6 IR.. CSL mors oriel 0 m (max canpr. face ifdiPnml Gan mors exist foal Only firms greater than 300N—shown in this mbk 7C I-2 0.177 3021bs (-197 Its) 22-23 0.171 3021bs -197 Its BC Wee Notes: 1) Unless noted otherwise, do not cm or alter any truss member or plate without prior approval from a Professional Engineer. 2) Gable requires cominuas bottom chord bearing. _ 3) Gable webs placed at 16"CC, U.N.O. 4) Attach gable webs with 1.50 20ga plans, U.N.O. 5) Bracing shown is for emplane requirement. For out-of--plane requirements, refer to SCSI-B3 published by the SBCA. 6) This toss has been designed usingthe green service reduction factors. 7) When this; toss has been chosen for quality assurance inspection, the Double Polygon Method per TPI 1.2007/Chapter 3 shall be used 8) The fabrication tolerance for this roof truss is 20 % (Cq = 0.80). 9) Luted wind uplift reaction based on C&C Only loading ALL PERSONS FABRICAnNG,HANDLING, EP ECT1NG OR INSTALLING ANY TRUSS BASED UPON THIS TRUSS DESIGN DRAVANG APE INSTRUCTED TO REFER TO ALL Truel3uild®Software v5.5.111 OF TLIE INSTRUCTIONS, LIMITATIONS AND QUALIFICATIONS SEFFORTH IN THE EAGLE METAL PRODUCTS DESIGN NOTES ISSUED WITH THIS DESIGNAND Eagle Metal Products AVAILABLE FROM EAGLE UPON REQUEST. DESIGN VALIDONLY WHEN EAGLE MErALCONNECTORS ARE USED. t T.L. Tunmerman Const. Inc. dba timco Truss: B01 9845 Santa FeAve. E., Hesperia, Ca 92345 JobName: 15761 (760) 2442532- fax (760) 948-5330 Date: 09/11/15 11:08:34 www.timcotniss.com - ststimco@gmail.com Page: I of 1 SPAN PITCH QTY OHL CHR CANT L CANT R PLYS SPACING WGT/PLY 20-3-0 5/12 1 1.6-0 1-" 0-0-0 0-" 1 24 in 96 lbs 23-3-0 I 1-6-0 10-1-8I 10-1-8 1-8-0 1 10-1-8 20-M l 3x41 4x4 - 3r84 / 7 8 1.583 1 1.5�c3 1 1.5131 1.5? 1 5F-2 1.51031 1.�n�3 1 12 5 - T24 25 0.6A 0-0.0 20-3-0 20-3-0 All plates shown to be Eagle 20 unless otherwise noted. Loading (psf) General CSI Summary Deflection L (hoc) Allowed TCLL: 19 B4lgCade: CBC 2013/ TC: 0.18(12-13) Vert TL: 0.01 in L/999 (23-1) L/240 GSL: 5 TPII.2007 BC: 0.07(13-14) Ven LL: Olin L/999 (13.13) L/360 TCDL: 14 Rep Mbr Increase: No Web: 0.03(8-18) Herz TL Din BCLL: 0 LumberD.O.L: 115% BCDL: 10 Reaction Summary Brg CanbO Brg Wdth Max React Ave React Max Gmv U011 Max Wad Uplift Max Uplift Max Horiz 1 320lbs 97p#f -75 lbs -75 ft -19005 OF.ESSIQd'_ Material Summary Bracing Summary TC DFL#IB 2x 4 TC Bracing. Sheathed orPurlmsat6.3-0,Purlmdesign byOhers. BC DFL#IB 2x4 BC Bracing SheathcdorPurlinsat10-OA,Partin design byOlhers. �Qo HERNfi9�� Nhbs DFL Standard 2 x 4 Loads Summary Q m m No. C72517 N 1) This truss has been designed forthe effects of balanced and unbalanced bads ds for hipstgables lin accordance withASCE7 - 10 with the following user defined input: 5 psf w M saw load 7brahn Category C, Exposure Category Partially Fused (Ce =1.0), Rick Category I I (I =1.00), Thermal Condition All Others (Ct =1.0), DOL= 1.15. If tlx: roof confi E%p-06.30.2016 M differs from hip'gable, Building Designer shall verify snow loin 2) This truss has been designed to account for the effects of ice dams forming at the eaves. 3) This truss has been designed for the effects of wind bads in accordance with ASCE/ - 10 with the following user defined mut 110 mph (Factored), Expmlac C, Enclosed, Crab �, `/41, Risk Category 11, h=B=1a 15 ft, Not End "Lone Tess, Bath end webs considered DOL=1.60 4) Ibis truss has been designed for the effects of a 19 psf lk load computed in accordance with IBC 2012 assumbg slope = 3 /12 and area supported = 60 ft^2, DOL=125 % F CAI. Member Forces Summary Tatle indi— Monhr ID, mux CSI max axial frac, (mer mmpr. force lfdi(fmt Born mux axial forael Onlyform Bron thm 3001k —ho in his tahla TC 0.177 102 ft (-1961hs)2- 1:-," 0.177 1021hs (•19611.) BC Wets Notes: 1) Unless noted otherwise, do not cut or alter any toss member or plate without prior approval from a Professional Engineer. 2) Gable requires conn xw bottom chord bearing, 3) Gable webs placed at 16"OC, U.N.O. 4) Amch gable webs with 1.50 20g3 plates, U.N.O. 5)Bmcingshownisfor in-plane rcgWmmens. For an-of-plarercWircrncnt%refer toBCSI-B3 published by ftSBCA. 6) This. truss has been designed usal the green service reduction factors 7) When this truss has been chosen for quality assorance atspection, the Double Polygon Method per TPI 1-2007/Chapter 3 sha0 be used 8) The fabrication tolerance for this roof truss is 20 %(Cq = 0.80). 9) Laced wird uplift reactions based on C&C Only loading, ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING ANY TRUSS BASED UPON THIS TRUSS DESIGN DRAWING ARE INSTRUCTED TO REFER TO ALL TiueBuild® Software v5.5.11I OF THE INSTRUCTIONS, LIMITAnONS AND QUALIFICATIONS SET FORTH IN THE EAGLE METAL PRODUCTS DESIGN NOTES ISSUED WITH THIS DFSIGNAND Eagle Metal Products I AVAILABLE FROM EAGLE UPON REQUEST. DESIGN VALID ONLY WHEN EAGLE MEPALCONNECTORS ARE USED. l 5 T.L. Tinimerman Const. Inc. dba timco Truss: B02 9845 Santa Fe Ave. E., Hesperia, Ca 92345 JobName: 15761 (760) 2442532- fax (760) 948-5330 Date: 09/11/15 11:08:36 www.timcotruss.com - ststimco@gmail.com Page: I oft SPAN PITCH QTY OHL OHR CANT L CANT R PLYS SPACING WGT/PLY 20-3-0 5/12 8 1-" 1-" 0-0-0 0-0-0 1 24 in 79 lbs 23-3-0 1-6-0 5-0-12 s0.12l 5-0.12 5-0-12 1-6-0 + 1 5-0-12 10-1.6 15-2-4 20.311 41- 74-1.5103 1.513\ 1.5T31 55-2 1215 A N� 3xT 3 �5 T 6 7 9 34 - 54- x6-o-0.0 G-G-00.0.0 7-1-6 6-0-0 7-1.6 7-1-8 13-1A 1 20.3-0 All plates shown to be Eagle 20 unless otherwise noted. Loading (psf) General CSI Summary Deflection Ll 00c) Allowed TCLL: 19 BldgCodc: CBC 2013/ TC: 0.19(2-3) Vert TL 0.13 in 1./999 (5-6) L/240 GSL: 5 TPI 1-200`7 BC: 0.35(5-6) Vert LL 0.0461 L/999 (6-7) L/36D TCDL: 14 Rep Mbr Increase: Yes .Web: 0.19(3-7) Here TL 0.04m 5 BCLL: 0 UanberD.O.L: 115% BCDL: 10 Reaction Summary 09111/ Q �FESS/ JT BrgL=bo BrRWkhh RgdBrgWidth Max React Max GravUplift Max Wind Uplift Max Uplift Max Horiz �W 1 1 3S m 1.50 in 970 lis -208 lbs -208 Os -11 lbs A H'e�N,9�FyC 5 1 3.5 in 1.50m 9700s -2W lbs -2080s Q�O�O Material Summary Bracing Summary CO p TC DFL #I B 2x 4 TC Bracing: Sheathed or Purlins at 5-1-0, Purl'm design by Others. (tt Z BC 4 BCBmcing: Sheathed Purlins design byOthers. `t No. C72517 N T DFL#IB 2x oratlD-0.0,Purlin Nobs DFL Standard 2 x 4 Exp-M.30.2016 Loads Summary 1) This truss has been designed for the effects due to 10 psf broom chord live load plus dead loads 2) This tons has been designed for the effects of balanced and tmbalanced snow loads for hips/gables in accordance wehASCE7. 10 with the following user defined *M 5 psf gr vl� snow load, Terrain Category C, Exposure Category Partially Exposed (Ce =1.0), Risk Category 11(I= 1.00), Thermal Condition All Others (Ct =1.0), DOL=1.15. If the roof giro' differs from hiptgable, Building Designer shall verify snow loads. F CAL 3) This Trus has been designed to oceou n for the effects of ice dams forming at the eaves. 4) This truss has been designed for the effects of wind loads in accordance withASCE7 - 10 with the following user deftned'input 110 mph (Factored), Exposure C, Enclosed, GabU lip, Risk Category 11, h=B=L=15 ft, Na End Zone Tnzss, Bath end webs considered DOL=1.60 5) This truss has been designed forthe effects of a 19 psf live load comp tcd in accordance with IBC 2012 assuming slope= 3 /12 and area supported = 60 ft^2, DOL= 125 6) Minimum storage attic loading has been applied in accordance with IBC 1607.1 Member Forces Summary Teae indirma: M—b. ID, max CSI, mix axial fxm (mac coop,. frta ifdiflirnt ff— max axial Pone} Only was Santa then 30004 e e shwa in this taN. TC 1.2 0.179 -1,73411; 34 0.192 -1,485 Ins 2.3 0.192 -148511; 4.5 0.179 -1734.6. OC 15.6 0.351 155716. -164 N)16.7 0.306 105016. 4011; 7-1 0.351 1,557 .6; .16411; Wd. 2-7 0.065 .356 Its 3-7 0.190 4681bs (-291b:) 3.6 0.190 46818 (.2911.) 4.6 0.065 -356114 Notes: 1) Unless bred otherwise, do not cud or alter any truss member or plate w ithad prior approval from a Professional Engineer, 2) This truss has been designed using the green service reduction factors. 3) When this tris has been chosen for quality aslrance inspectim the Double Polygon Method per TPI 1-2007/Chapter 3 sha0 be used 4) The fabrication tolerance for this roof truss is 20 %(Cq = 0.80). 5) Brace bo mm chord with approved sheathing or purlins per Bracing Summary. 6) listed wind uplift reactors based on C&C Only loa ft ALL PERSONS FABRICATING, HANDU NO, ERECTING OR INSTALUNG ANY TR USS BAS ED UPON THIS TR USS DESIGN DRAWING ARE INSTRUCTED TO REF ER TO ALL TrueBuiId® Software v5.5.11I OF THE INSTRUCTIONS, LIMITATIONS AND QUALIFICATIONS SEr FORTH IN THE EAGLE METAL PRODUCPS DESIGN NOTES ISSUED WITH THIS DESIGN AND Eagle Metal Products I AVAILABLE FROM EAGLE UPON REQUEST. DESIGN VALID ONLY WHEN EAGLE MErALCONNECTORS ARE USED. t T.L. Timmerman Const. Inc. dba timeo Truss: B03 9845 Santa Fe Ave. E., Hesperia, Ca 92345 JobNarne: 15761 (760) 2442532- fax (760) 948-5330 Date: 09/11/15 11:08:37 www.timcotniss.com - ststimco@gmail.com Page: I of l SPAN PITCH QTY OHL OHR CANT L CANT R PLYS SPACING WGT/PLY 19-11-8 5/12 3 1.6-0 0-" 0-0-0 0-" 1 24 in 76 lbs 1-6-0 5.0.12 5-0.12 5-042 4-9-4 ~ 5.0.12 I 10-1-8 l 15.2-4 1 ill I,-j 41- x34-31 311.5 3/ -1-215 slf� '71 d 35 3xf5- 1 B g 3x4 - 0.0.0 0-0.0 7-" 6-0-0 6-10-0 7-1-8 1 13-1-6 I 19-11-8 All plates shown to be Eagle 20 unless otherwise noted. Loading (psf) General CSI Summary Deflection U (hoc) Allowed TCLL: 19 BldgCodc: CBC 2013/ TC: 0.20(2-3) VertTL 0.13 in L/999 (7-1) L/240 GSL: 5 TPI 1-2007 BC: 0.36(7-1) Vert LL 0.0461 L/999 (6-7) L/360 TCDL: 14 Rep Mbr Increase: Yes Web: 0.19(3-7) Herz TL 0.03m 5 BCLL: 0 Lumuber D.O.L : U5% BCDL: 10 Reaction Summary 1T BrgCcmbo BrgWidlh RgdBrgWidth Max React MuGravUplift Max Wind Uplift Max Uplift MmHoriz 09/11/ FESS/ 1 1 5 in 1.50 m 961 lbs -lbs -209 0s 40 @s 1m 5 1 1.5 -•- 854 0s -132132 0s -132 0s �A He Q Rti l �<tQ F 920 Material Summary Bracing Summary y TC DFL#IB 2x 4 TC Brasil: Sheathedor Plnl¢uat S1-0, Rrt'oldesign by Odors. 0; BC DFL#IB 2x 4 BC Bracing: SheathedorRulirtsat10-0-0,Purhndesign byOthers. (Q.No. C72517 ,A Webs DFL Standard 2x 4 Exp-06.30.2016 ; Loads Summary 1) This truss has been designed for the effects due to 10 psf bottom chord live load plus dead loads 2) This truss has been designed for the effects of balanced and Imbalanced snow loads for hips/gables in accordance withASCE7 - 10 with tc folbwing user def ared inpla: 5 psf gr snow load Tbrmin Category C, Exposure Category Partially Exposed (Ce =1.0), Risk CategoryII (1= 1.00), Thermal Condition All Others (Ct = 1.0), DOL=1.15. If the roof glaa' Ct Q' differs from b Vpbte, Building Designer shall verify scow loads, - OF CAL, 3) Thistruss has been designed tocaves. account for the effects of ice dams forming at the 4) This truss has been designed for the effects of wind bads in accordance with ASCE7 - 10 with the fo0aving user defrned inluut 110 mph (Factored), Exposure C, Eneksed, GableAlip, Ride Category 11,11=B=Ir15 fi, Not End -Lore Truss, Both end webs considered DOL=1.60 5) Tbis truss has been designed forthe effects of a 19 psf live load computed in accordance with IBC 2012 assuming slope= 3 /12 and area supported = 60 ft^2, DOL=125 % 6) M nimuan storage attic loading has been applied in accordance with IBC 1607.1 Member Forces Summary Tege indicma: M—b. 10. man CSI. rex exit brae, (mora camp,. far« ifdiBca t Dan mese axial farm} Only 0rm Is— Than 300Th; are shwa in chis Iebla 7C 1-2 0.177 -1.112 Its 14 0.199 -1,4)011, 1 2-3 0.199 -1 460 4-5 0.154 -1 664 Ins nC0.315 148S lbs-2141hs 6.7 0.111 l 029 Ibs -83 Its 7-1 0.357 l 537 ns .20611, w. 2-7 0.065 .3541N 13.7 0.192 472 Ins (.28 lb;) 13.6 0.174 427 lb. (.36 lbs) 46 0.060 -33011, Notes: 1) Unless rated otherwise, do not cm or alter any no member or plate without prior approval from a Professional Engineer. 2) This truss has been designed using the green service reduction factors. 3) When this mass has been chosen for quality assurance erection, the Double Polygon Method per TPI 1.2007/Chapter 3 shall be used 4) The fabrication tolerance for this roof ass's 20 %(Cq - 0.80). 5) Hater position's for graphical interpretation only. Hanger sha0 be specified by truss manufacturer per TPI I. 6) Brace bottom chord with approved sheathing or pLzhm per Bracing Summary. 7) Listed wind uplift reactions based on C&C Only loading ALL PERSONS FABRICAIING, I IANDLING, ERECTING OR INSTALLING ANY TRUSS BASED UPON THIS TRUSS DESIGN DRAVANG ARE INSTRUCTED TO REFER TO ALL TrueBuild®Software v5.5.11I OF 7HE INSTRUCTIONS, LIMITATIONS AND QUALIFICATIONS SEI' FORTH IN THE EAGLE METAL PRODUCTS DESIGN NOTES ISSUED WITH THIS DESIGNAND Eagle Metal Products I AVAILABLE FROM EAGLE UPON REQUEST. DESIGN VALID ONLY WHEN EAGLE MEfALCONNECTORS ARE USED. I 1 1-6-0 5-9-7 3-57 59.7 9-3-0 M. 31 T.L. Tmunerman Const. Inc. dba timco Truss: B04 9845 Santa FeAve. E., Hesperia, Ca 92345 IobName: 15761 (760) 2442532- fax (760) 948-5330 Date: 09/11/15 11:08:38 www.timcotntss.com - ststimco@gmail.com Page: I of I SPAN PITCH QTY OHL OHR CANT L CANT R PLYS SPACING WGT/PLY 9-3-8 5/12 1 1-" 0-0-0 0-0-0 0-" 1 24 in 36 lbs 1 1-6-0 5-9-7 3-57 59.7 9-3-0 M. 31 Reaction Summary IT Brg Combo BrgMchh RgdBrgWdth Max React Max Grav Uplift Max Wind Uplift Max Uplift Max Horiz 09/it/ a 4cr- I 1 35- in1.50 in 500Ibs 122 lbs -122 its 1631bs 4 I 3.51,n 1.50 in 398 lbs -56 lbs -56 its c�Q A• HE Material Summary Bracing Summary r.� J�0 RN9y�'lC TC DFL#IB 2x4 TC Bracing: Sheathed or Pualms at 6-3-0, Ptvlm design by Others. 3 BC DFL#IB 2x 4 BC Bracing: Sheathed orPwtinsat10-0-0,P rfindesiglbyOlhe N 2 Hubs DFL Standard 2 x 4 w Q No. C72517 Loads Summary Cr- Exp -06.30.2016 ;;a [)This truss has been designed for the effects dire to 10 psf bottom chord live bad plus dead loads. 2) This truss has been designed for the effects of balanced and a nbabneed snow loads for hips/gables in accordance withASCE7 - 10 with the following user defined input 5 psf crow load lbrmm Category C, Exposure Category Partially Exposed (Ce =1.0), Risk Category 11(1=1.00), Thermal Condition All Others(Ct = 1.0), DOL= 1.15. If the roof V IL differs from hiprgable, Budkfing Designer sha0 verify mm loads. 3) This truss has been designed to account for the effects of ice dams forming at the eases. L"- V4) This Th•s truss has been designed for the effects of wind bads in accordance withASCE7 - 10 with the following user defined input 110 mph (Factored), Exposure C, Enclosed GabIcA-lip, Risk Category 11, b=B=L-15 ft, Not EndZoneTruss, Bah end webs considered DOL= 1.60 5) This truss has been designed for the effects of a 19 psf live load computed in accordance with IBC 2012 assuming slope = 3 /12 and area supported = 60 ft^2, DOL=125 6) M i nimum storage attic loading has been applied in accordance with IBC 1607.1 Member Forces Summary Tstl.indi— hlunba 10. max CSI. max axial fircy (rex —pr. face ifdiffismu Bun max exist force) Only form gr©s than 30011,are shorn in ibis LAI& 1L 1-2 0.409 436 N BC4.1 0.519 761 Im A611,v W� 24 0.134 4371bs Notes: 1) Unless noted otherwise, do not cm or after any truss member or plate without prior approval from a Professional Engineer. 2) This truss has been designed using the green service reduction factors. 3) When this tnss has been chosen for quality assurance vspection, the Double Polygon Method per TPI 1.2007/Chapter 3 shaII be used 4) •ihe fabrication Werance for this roof truss is 20 %(Cq = 0.80). 5) Brace bottom chord with approved shemhhng or purlins per Bracing Summary 6) listed wind uplift rcactio s based on C&C Only leading ALL PERSONS FABRICATING, HANDLING. ERECTING OR INSTALLING ANYTRUSS BASED UPON THIS TRUSS DESIGN DRAWING ARE INSTRUCTED TO REFER TO ALLI TrueBuildo Software v5.5.11I OFTHEINSTRUCTIONS,LIMITATIONSAND QUALIFICAnONSSErFORTH INTHE EAGLE METALPRODUCTSDESIGN NOTES ISSUED WITHTHIS DESIGN AND Eagle Metal Products AVAILABLE FROM EAGLE UPON REQUEST. DESIGN VALID ONLY WHEN EAGLE MEfALCONNECTORS ARE USED. . - - - - - rlaIl-LTX15234 - . - 0-" 9-38 9-3a All plates shown to be Eagle 20 unless otherwise noted. Loading (psf) General CSI Summary Deflection U (loc) Allowed TCLL: 19 Bldgcode: CBC 201Y TC: 0.41(1-2) Vert TL 0.38m L/272 (4-1) L/240 GSL: 5 TPI 1-2007 BC: 0.52(4.1) Vert LL 0.03 in L/999 (4-I) L/360 TCDL: 14 Rep Mbr Increase: No Web: 0.29(3-0) Hoa TL Om 4 BCLL: 0 LunberD.O.L: 115% BCDL: 10 Reaction Summary IT Brg Combo BrgMchh RgdBrgWdth Max React Max Grav Uplift Max Wind Uplift Max Uplift Max Horiz 09/it/ a 4cr- I 1 35- in1.50 in 500Ibs 122 lbs -122 its 1631bs 4 I 3.51,n 1.50 in 398 lbs -56 lbs -56 its c�Q A• HE Material Summary Bracing Summary r.� J�0 RN9y�'lC TC DFL#IB 2x4 TC Bracing: Sheathed or Pualms at 6-3-0, Ptvlm design by Others. 3 BC DFL#IB 2x 4 BC Bracing: Sheathed orPwtinsat10-0-0,P rfindesiglbyOlhe N 2 Hubs DFL Standard 2 x 4 w Q No. C72517 Loads Summary Cr- Exp -06.30.2016 ;;a [)This truss has been designed for the effects dire to 10 psf bottom chord live bad plus dead loads. 2) This truss has been designed for the effects of balanced and a nbabneed snow loads for hips/gables in accordance withASCE7 - 10 with the following user defined input 5 psf crow load lbrmm Category C, Exposure Category Partially Exposed (Ce =1.0), Risk Category 11(1=1.00), Thermal Condition All Others(Ct = 1.0), DOL= 1.15. If the roof V IL differs from hiprgable, Budkfing Designer sha0 verify mm loads. 3) This truss has been designed to account for the effects of ice dams forming at the eases. L"- V4) This Th•s truss has been designed for the effects of wind bads in accordance withASCE7 - 10 with the following user defined input 110 mph (Factored), Exposure C, Enclosed GabIcA-lip, Risk Category 11, b=B=L-15 ft, Not EndZoneTruss, Bah end webs considered DOL= 1.60 5) This truss has been designed for the effects of a 19 psf live load computed in accordance with IBC 2012 assuming slope = 3 /12 and area supported = 60 ft^2, DOL=125 6) M i nimum storage attic loading has been applied in accordance with IBC 1607.1 Member Forces Summary Tstl.indi— hlunba 10. max CSI. max axial fircy (rex —pr. face ifdiffismu Bun max exist force) Only form gr©s than 30011,are shorn in ibis LAI& 1L 1-2 0.409 436 N BC4.1 0.519 761 Im A611,v W� 24 0.134 4371bs Notes: 1) Unless noted otherwise, do not cm or after any truss member or plate without prior approval from a Professional Engineer. 2) This truss has been designed using the green service reduction factors. 3) When this tnss has been chosen for quality assurance vspection, the Double Polygon Method per TPI 1.2007/Chapter 3 shaII be used 4) •ihe fabrication Werance for this roof truss is 20 %(Cq = 0.80). 5) Brace bottom chord with approved shemhhng or purlins per Bracing Summary 6) listed wind uplift rcactio s based on C&C Only leading ALL PERSONS FABRICATING, HANDLING. ERECTING OR INSTALLING ANYTRUSS BASED UPON THIS TRUSS DESIGN DRAWING ARE INSTRUCTED TO REFER TO ALLI TrueBuildo Software v5.5.11I OFTHEINSTRUCTIONS,LIMITATIONSAND QUALIFICAnONSSErFORTH INTHE EAGLE METALPRODUCTSDESIGN NOTES ISSUED WITHTHIS DESIGN AND Eagle Metal Products AVAILABLE FROM EAGLE UPON REQUEST. DESIGN VALID ONLY WHEN EAGLE MEfALCONNECTORS ARE USED. . - - - - - rlaIl-LTX15234 - . - 1.6)X3 a-0-0 aao T.L. Timmerman Const. Inc. dba timco 9.3.8 Truss: B05 9.3-8 9845 Santa FeAve. E., Hesperia, Ca 92345 All plates shown to be Eagle 20 unless otherwise noted. JobName: 15761 Loading (psf) General CSI Summary Deflection L1 (hoc) Allowed (760) 2442532- fax (760) 948-5330 TCLL: 19 Bldg Code: CBC 2013/ TC: 0.18(1-2) Ven TL Om L/999 (1-1) L/240 Date: 09/11/15 11:08:40 GSL: 5 TPII-2007 BC: 0.09(13-1) WrtL.L: Din L/999 (1-1) L/360 www.timcotruss.com - ststimco@gmail.com TCDL: 14 Rep Mbr Increase: No Web: 0.23(7.8) Hoa TL: Din Page: I oft SPAN PITCH QTY OHL ORR CANT L CANT R PLYS SPACING WGT/PLY 9-3-8 5/12 1 1-" 0-0-0 0-0-0 0-" 1 24 in 471bs rasa 1.6-0 I 9.3.8 . 9.3-8 e OFESS/ 1.6)X3 a-0-0 aao 9.3.8 9.3-8 All plates shown to be Eagle 20 unless otherwise noted. Loading (psf) General CSI Summary Deflection L1 (hoc) Allowed TCLL: 19 Bldg Code: CBC 2013/ TC: 0.18(1-2) Ven TL Om L/999 (1-1) L/240 GSL: 5 TPII-2007 BC: 0.09(13-1) WrtL.L: Din L/999 (1-1) L/360 TCDL: 14 Rep Mbr Increase: No Web: 0.23(7.8) Hoa TL: Din BCLL: 0 LtntbcrD.O.L: 115 BCDL: 10 Reaction Summary Brg Combo Brg Wfdth Max React Ave React Max Grav Uplift Max Wind Uplift Max Uplift Max Horiz 1 311 lbs 98p1f-1161bs -1161ha 163 Its /ii/ e OFESS/ Material Summary Bracing Summary RN TC DFL #IB 2 x 4 TC Bracing: Sheathed or Rodin at 6-3-0, Pualm design by Others. 0 BC DFL#IB 2x4 BC Bracing: SheathedorPtalivsat10-0-0,Pm-lindesigrby0thers Wbbs DFL Standard 2 x 4 ? Q m Loads Summary CD "C No. C72517 rl 1) This truss has been designed for the effectsof balanced and unbalanced saw loads for hipstgables in accordance withASCE7 - l0 with the following user defined input: 5 psf gr �, EXP 06.302016 ;D maw lead lbrram Category C, Exposure Category Partially Exposed (Ce = 1.0), Risk Category 11(1=1.00), Thermal Condition All Wars (Ct =1.0), DOL= 1.15. If the roof confi 'on differs from hip'gable, Building Designer shall verify snow loads �1.. T� 2) This tons has been designed to accent for the effects of ice dams forming at the eaves. UIL, 3) This truss has been designed for the effects of wind beds m accordance whhASCE7 -10 with the following user defired mut 110 mph (Factored), Expos rc C, Enclosed, Gobi Risk Category 11, h=B=L=15 ft, Na End "Lone Truss, Both end webs coredered DOL=1.60 F CA 4) This truss has been designed for the effects of a 19 psf live Ind computed an accordance with IBC 2012 assumuing slope= 3 /12 and area supported = 60 ft^2, DOL= 125 % / Member Forces Summary Tete ndi® es: hlen6a ID, men Cs4 moor exiW �q (man oanpr. era ifdi�mt Ban men a iel f a} Only ®en grn c hen 3001h e e shown N his mHe TC 1.2 0.177 302 Its (-197 Ihs) BC Notes: 1) Unless noted otherwise, do not cut or after any truss member or plate without pia approval from a Professional Engineer. 2) Gable requires continuos bomm chord bearing. 3) Gable webs placed at 16"OC, U.N.O. 4) Attach gable webs with 1.5x3 20ga plates, U.N.O. - 5)Bracing shownsfor ht -plane requirements. For out -of -plane requirements, refer to BCSI-B3 pubes by the SBCA., 6) This ants has been designed using the green service reduction factor 7) When this truss has been chosen for quality assorance bWccdm the Double Polygon Method per TPI 1-2007/Chapter 3 shall be used 8) The fabrication tolerance for this roof truss's 20 % (Cq = 0.80). 9) Listed wind uplift reaction based on C&C Only loading ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING ANY TRUSS BASED UPON THIS TRUSS DESIGN DRAWING ARE INSTRUCTED TO REFER TO ALL I TrueBuild&Software v5.5mI OF THE INSTRUCTIONS, IIMITA71ONS AND QUALIFICATIONS SET FORTH IN THE EAGLE METAL PRODUCTS DESIGN NOTES ISSUED WITH THIS DESIGN AND Eagle Metal Products AVAILABLE FROM EAGLE UPON REQUEST. DESIGN VALID ONLY WHEN EAGLE METALCONNECTORS ARE USED. nc c2t'J Tit.73iiian 4-1 1-6-0 3.2-14 1-312 3.2.14 1.6-0 410 3.2-14 5 6-38 ' 1-84 1-8-4 8 o -o-0 o-0-0 3.2-14 1-312 3-2-14 ' 3-2-14 Sa10 8-3-8 All plates shown to be Eagle 20 unless otherwise noted Loading (psl) T.L. Timmerman Const. Inc. dba timco Truss: C01 Deflection 9845 Santa FeAve. E., Hesperia, Ca 92345 JobName: 15761 TCLL: 19 (760) 2442532- fax (760) 948-5330 Date: 09/11/15 11:08:18 Ven TL: 0.02m www.timcotruss.com - ststimco@glnail.com Page: I of2 SPAN PITCH QTY OHL OHR CANT L CANT R PLYS SPACING WGT/PLY 8-3-8 5/12 1 l-" 1-6.0 0-0-0 0-" 1 24 in 34 Has 1-6-0 3.2-14 1-312 3.2.14 1.6-0 410 3.2-14 5 6-38 ' 1-84 1-8-4 8 o -o-0 o-0-0 3.2-14 1-312 3-2-14 ' 3-2-14 Sa10 8-3-8 All plates shown to be Eagle 20 unless otherwise noted Loading (psl) General CSI Summary Deflection L 00c) Allowed TCLL: 19 BldgCodc: CBC 2013/ TC: 0.11(4 -IO) Ven TL: 0.02m L/999 (6.1) L/240 GSL: 5 TPI 1.2007 BC: 0.I6 (6-l) Vert LL: 0.01 on L/999 (5-6) L/360 TCOL: 14 Rep Mbr Increase: No Web: 0.05(3-5) Herz TU 0.01 in 4 BCLL: 0 Lumber D.O.L.: 115% 54 las Tnb Width BCDL: 10 Dam 54 lbs Reaction Summary JT Brg Carbo Brg Width Rqd Brg Width Max React Max Grav Uplift Max Wird Uplift Max Uplift Max He iz 1 1 35 in150 in 62916s -121 @s -121 Os 12 N 4 1 35 in I.50in 629N 121Ils-12116s Material Summary Bracing Summary TC DFLql B 2x 4 TC Bracing Sheathed or Purlins at 6-3-0, Partial design by Others BC DFL NI B 2x 4 BC Bracing: Sheathed or Purlins at 10-0-0, Ptaiin design by Others. Wbbs DFL Standard 2 x 4 Loads Summary 1) This tress has been designed for the effects due to 10 pd' bowm chord live load phis deadheads. 00!11! Q �FESSI�,�,I A HSR".��L uCD Q No. C72517 N m oc Exp -06.30.2016 �7 2) This (toss has been designed for the effects of balanced and unbalanced saaw Inds for hipstgables in accordance withASCE7 - 10 with the following user defined input: 5 psf grand srrow Ind finain Category C, Exposure Category Partially Exposed (Ce = I.0), Risk Category 11 (I= 1.00), Thermal Caiditon All Others (Ct = I.0),1701= 1.15. If due roof conn differs from hip'gable, Building Designershall verify snow Inds 3) This tress has been designed to account for the effects of ice dams forming at the cares. 4) This tris has been designed for the effects of wind loads in accordance withASCE7 - 10 with the following user defnred input 110 mph (Factored), Exposure C, Enclosed, Gail Risk Category 11, h=B=Ir15 ft, Na End Zone Truss, Bah end webs co sidered DOL= 1.60 5) This tries has been designed forthe effects of a 19 psf live load computed in accordance with IBC 2012 assuming slope= 3 /12 and area supported= 60 ft^2, DOL= 125 6) Minimum storage aide loading has been applied in accordance with IBC 1607.1 Load Case Lr I: Std Live Load Distributed Inds Member Location I Location 2 Direction Spread Stan Load Fid Ind Tnb Width Top -1-6.0 4-40 Dawn Proj 19 psf 19 psf 24 in Tbp 4.3.8 9-9-8 Down Prof 19 psf 19 psf 24 in Point Loads 9-9.8 Down Pmj t4 psf 14 psf 24 in Member Location Direction Load Tnb Width Tip 4-40 Down 54 las Tnb Width Tip 4.3.8 Dam 54 lbs Load Case D 1: Std Dead Load Dawn 4016s Distributed Lands Table indiates: Member m, max CSI, man asiel 11.,m (max mnpr. face ifdiffis4nt ban Lana axial faml Only tem Bremer then 300Ihs we shown in this Labia 7C 11-2 0.110 .938 Ns 13-4 0.110 .940 as Member Location I Location 2 Direction Spread San load End Load Tnb Width as 440 8-3.8 Down Proj l0 pnf 10 psf 12 in Tip -1-6-0 440 Down • Proj 14 psf 14 psf 24 in Tip 43-8 9-9.8 Down Pmj t4 psf 14 psf 24 in Polon Leads Member Location Direction Load Tnb Width Tip 4.40 Down 4016s TOP 43-8 Dawn 4016s Member Forces Summary Table indiates: Member m, max CSI, man asiel 11.,m (max mnpr. face ifdiffis4nt ban Lana axial faml Only tem Bremer then 300Ihs we shown in this Labia 7C 11-2 0.110 .938 Ns 13-4 0.110 .940 as I ALL PERSONS FABRICATING,HANDLING, ERECTING OR INSTALLING ANYTRUSS BASED UPON THIS TRUSS DESIGN DRAWING ARE INSTRUCTED TO REFERTO ALLI TrueBuild® Software v5.5.111 OF TME INSTRUCTIONS, LIMITATIONS AND QUALIFICATIONS SET FORTH IN THE EAGLE Mh-IAL PRODUCTS DESIGN NOTES ISSUED WITH THIS DESIGNAND Eagle Metal Products AVAILABLE FROM EAGLE UPON REQUEST. DESIGN VALID ONLY WHEN EAGLE MEfALCONNECTORS ARE USED. - - -D.11 .T7f 75234- - . - Notes: 1) Unless noted otherwise, do not cut or after airy truss member or plate without prior approval from a Professional Engineer. 2) This truss has been designed using the green service redaction factors. 3) When thistruss has been chosen for qualityassurancentspection, the Double Polygon Method per TPI 1-2007/Chapter 3 shall be used 4) The fabrication tolerance for this roof truss is 20 % (Cq - 0.80). 5) Provide adequate drainage to prevent ponding, 6) Brace bottom chord with approved sheathing or purfi s per Bracing Summary. 7) Listed wind uplift reactions based on C&C Only loading, ALL PERSONS FABRICATING, HANDU NG, ERECTING OR INSIALUNG ANY TRUSS BASED UPON THIS TRUSS DESIGN DRAWING ARE INSTRUCTED TO REFER TO ALL I TnreBuild® Software v5.5.111 OF THE INSTRUCTIONS,( IMITATIONS AND QUALIFICATIONS SET FORTH IN THE EAGLE METAL PRODUCTS DESIGN NOTES ISSUED WITH THIS DESIGNAND Eagle Metal Products AVAILABLE FROM EAGLE UPON REQUEST. DESIGN VALJDONLY WHEN EAGLE MEPALCONNECTORS ARE USED. — -EWIa Tx 75234 _ . _ T.L. Timmerman Const. Inc. dba timco Truss: C01 9845 Santa Fe Ave. E., Hesperia, Ca 92345 JobName: 15761 (760) 2442532- fax (760) 948-5330 Dace: 09/11/15 11:08:18 www.timcotniss.com - ststimco@gmail.com Page: 2 oft SPAN PITCH QTY OHL OHR CANT L CANT R PLYS SPACING WGT/PLY 8-3-8 5/12 1 l-" 1-6-0 0-0-0 0-0-0 1 24 in 34 lbs Notes: 1) Unless noted otherwise, do not cut or after airy truss member or plate without prior approval from a Professional Engineer. 2) This truss has been designed using the green service redaction factors. 3) When thistruss has been chosen for qualityassurancentspection, the Double Polygon Method per TPI 1-2007/Chapter 3 shall be used 4) The fabrication tolerance for this roof truss is 20 % (Cq - 0.80). 5) Provide adequate drainage to prevent ponding, 6) Brace bottom chord with approved sheathing or purfi s per Bracing Summary. 7) Listed wind uplift reactions based on C&C Only loading, ALL PERSONS FABRICATING, HANDU NG, ERECTING OR INSIALUNG ANY TRUSS BASED UPON THIS TRUSS DESIGN DRAWING ARE INSTRUCTED TO REFER TO ALL I TnreBuild® Software v5.5.111 OF THE INSTRUCTIONS,( IMITATIONS AND QUALIFICATIONS SET FORTH IN THE EAGLE METAL PRODUCTS DESIGN NOTES ISSUED WITH THIS DESIGNAND Eagle Metal Products AVAILABLE FROM EAGLE UPON REQUEST. DESIGN VALJDONLY WHEN EAGLE MEPALCONNECTORS ARE USED. — -EWIa Tx 75234 _ . _ T.L. Timmerman Const. Inc. dba timco Truss: CO2 9845 Santa FeAve. E., Hesperia, Ca 92345 JobName: 15761 (760) 2442532- fax (760) 948-5330 Date: 09/11/15 11:08:41 www.timcotruss.com - ststimco@,gmaii.com Page: I of I SPAN PITCH QTY OHL OHR CANT L CANT R PLYS SPACING WGT/PLY 8-3-8 5/12 1 16-0 1-&0 0-0-0 0-0-0 1 24 in 29 lbs tit-341 1.6.0 1 4-1-12 41-12 1-6-0 l l 4-1.12 838 41- 5 12 —1-215 �N N 3> • 31 - 1 T 5 1.5131 6 0-0-0 043-0 41.12 4-1-12 l 4-IA2 B-38 All plates shown lobe Eagle 20 unless otherwise noted. Loading (psf) General CSI Summary Deflection L 00c) Allowed TCLL: 19 Bldg Code: CBC 2013/ TC: 0.12(2-3) Ven TL 0.02m L/999 (3-4) L/240 GSL: 5 TPII-2007 BC: 0.15(34) ukp1L. 0.01 in L/999 (3.4) L/360 TCDL: 14 Rep lAbr Increase: No Web: 0.07(24) Harz TL Din 3 BCLL: 0 Lumber D.O.L: 115% BCDL: 10 Reaction Summary JT Brg Combo Brg Wfddh. Rqd Brg Wtdth Max React Max Ghav Uplift Max Wind Uplift Max Uplift Max Ha¢ 1 I m 3.5 in I.SO456 lbs -1401bs-140I1s -12 ss ueiit� OFESSI(�'_ I.50m 456IhsQ —,G9 3 I 3S in -1401bs-1401bs HERH9l Material Summary Bracing Summary TC DFL NI B 2x 4 TC Bracing Sheathed or Purls at 6.3-0, Purlm design by Others ,` �i I✓ BC DFLgIB 2x4 BC Bracing: Sheathed or Purlins at 104W, Palin design by y Q. Wpbs DFL Standard 2 x 4 2 Q No. C72517 N w m Loads Summary K Exp-06.30.2016 ;0 1) This truss has been designed for the effects due to 10 psf bottan chord live Ind pus dead loads. ' 2) This tnss has been designed for the effects of balanced and unbalanced snow Inds for hip pbtes in accordance wiihASCE7 - 10 with the following user defined input 5 psf snow lead Tbrmhh Category C, E postae Category Partially Exposed (Ce = 1.0), Rick Category 11(I = I.W), Thermal Condition A8 Others (Ct = 1.0), DOL= 1.15. If the roof on differs from hiprgable, Building Designer shag verify mow Inds. Cl 3) This truss has been designed to account for the effects of ice dams forming at the eaves. OF CA1.% 4) This tris has been designed for to effects of wind bads in accordance withASCE7 - 10 with the following user defined input 110 mph (Factored), Egxwm C, Enclosed eMiA Risk Category II, h=B=1x15 f1, Not End -Lae Tnhs, Both end webs considered DOL= 1.60 5) This truss has been designed for the effects of a 19 psf live load computed in accordance with 1 BC 2012 assuning slope = 3 /12 and area supported = 60 ft12, DOL= 125 6) Minimum strnage attic leading has been applied in accordance with IBC 1607.1 Member Forces Summary Table indicia- Mamba to, mu CSL max axial farce, (max canpr. farm ifditE ent tan mac axial fvmJ Only farm greater than 3001bs are shrna in his table. TC 1.2 2.1151 -534 ins zit 2.1151 .524 N BC 34 0.150 446 1W 4.1 0.150 44611. W Notes: 1) Unless noted otherwise, tib not cu or alter any truss member or plate without prior approval from a Professional Engineer. 2) This truss has been designed using the green service reduction factors. 3) When this truss has been chosen for quality assurance inspection, the Dourble Polygon Method per TPI 1-2007/Chapter 3 shah be used 4) The fabrication tolerance for this roof truss is 20 % (Cq = 0.80). 5) Brace bottom chord with approved sheathing or purtims per Bracing Summary. 6) Listed wird uplift reactions based on C&C Only leading ALL PERSONS FABRICATING, HANDLING, EP ECTING OR I NSTALLING ANY TRUSS BASED UPON THIS TRUSS DESIGN DRAWING ARE INSTRUCTED TO REFERTO ALL TrueBuild®Software v5.5.11I OF TI IE I NSTRUCTIONS, LIMITATIONS AND QUALIFICATIONS SEF FORTH IN THE EAGLE METAL PRODUCTS DESIGN NOTES ISSUED WITH THIS DESIGNAND Eagle Metal Products I AVAILABLE FROM EAGLE UPON REQUEST. DESIGN VALID ONLY WHEN EAGLE METALCONNECTORS ARE USED. I A. PROVIDE 2x4 BLOCKING BETWEEN THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES SEE INDIVIDUAL ENGINEERING WITH (2)- 10d NAILS AT EACH END. ATTACH ADDITIONAL BRACE TO BLOCKING WITH (5)- l0d t4'�A L BRACE DRAWINGS FOR DESIGN COMMON WIRE NAILS . MAX. CRTTERTA 12 (4) - 8d NAILS MINIMUM, PLYWOOD VARIES TO SHEATHING TO 2x4 STANDARD SPF COMMON BLOCK . .... 1 A s TRUSS ROOF SHEATHING A 11 DWG. BRACE "MA AT)}POINTS IF NEEDED. — IMPORTANT NOTES: 1. A 1.5"x3.5" NOTCH @ 24" INTO TOP CHORD IS PERMITTED 2. (MTWWIM) y�" SHEATHING SHALL BE APPLIED TO VERTICAL GABLE STTJDS. 3. MIN. GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 4. CONNECTION BETWEEN BOT. CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 5. BRACING SHOWN IS FOR INDIVIDUAL USE ONLY. CONSULT BLDG. ARCH. OR ENO. FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 6. "L" BRACES SPECTFTED ARE TO BE FULL LENGTH. GRADES:IX4 SRB OR 2x4 STUD OR BETTER FOR ONE ROW 1 Od NAMS SPACED 6" O.C. 7. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT 4'-0" O.C. 8. CONSTRUCT HORIZ. BRACE CONNECTING A 2x6 STUD AND A 2x4 STUD AS SHOWN WITH 16d NAILS SPACED 6" O.C. HORIZONTAL BRACE TO BE LOCATED AT THE MTD -SPAN OF THE LONGEST STUD. ATTACH TO VERTICAL STUD WITH (4) 10d NAILS THROUGH 2x4. (REFER TO SECTION A -A) 9. GABLE STUD DEFLECTION MEETS OR EXCEED L/240. 10. THIS DETAIL DOES NOT APPLY TO STRUCT. GABLES. 11. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE TRUSSES. 12.' = DIAGONAL BRACES OVER 6-3" REQUIRE A 2x4 T-RRACF. ATTACHED TO ONE EDGE. DIAGONAL BRACES OVER 12'46" REQUIRE A 2x4 T -BRACES ATTACHED TO BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF WEB WITH 10d COMMON WIRE NAILS 8" O.C., 61TPH 3" MIN. END DISTANCE. BRACE MUST COVER 90% OF DIAGONAL LENGTH. 13. STUD DESIGN IS BASED ON COMPONENTS AND CLADDING WHILE THE CONNECTIONS ARE BASED ON MWFRS 14. GEOMETRY SHOWN 1S FOR ILLUSTRATION PURPOSES ONLY 15. SEE TRUSS DESIGN DRAWING FOR DATA NOT SHOWN DULDIL 71BR �vglLy 12) 10d NAILS DIAGONAL STUD p TRUSSES BRACE / 24" O.C. BRACE 2x6 DIAG. BRACE SPACED 48" L -BRACE O.C. ATTACHED TO VERT. WITH / (4) 16d COMMON WIRE NAILS SPACING AND ATTACHED TO BLOCKING WITH (5) 10d COMMONS. 16d COMMON WIRE NAIL HORIZ. BRACE (SEE MAXIMUM STUD LENGTH SECTION A -A) VERTICAL WITHOUT DIAGONAL STUD DTAGONAL 2 DIAGONAL BRACE (4) 16d BRACE L -BRACE L -BRACE COMMON BRACES AT SPECIES AND SPACING WQtE NAILS 16d COMMON WIRE NAIL 113 POINTS MAXIMUM STUD LENGTH + SPACED 6" O.C. 2x4 SPF STD/STUD 12" O.C. 4-6.0 5-0.0 COMMON 9-0-0 + 2x6 STUD OR 2x4 NO.2 WIRE S 4-6-0 OR BETTER INTO 2x6 12-0-0 2x4 SPF STD/STUD 24" O.C. 3-0-0 3-" 5-M 2x4 STUD 10-0-0 TYP. HORIZ. BRACE NAILED TO 2x_ SECTION VERTICALS W/ (4) 1 Od COMMON „A -A" , NAILS TYP. L -BRACE NAILED _x4 TO 2x VERT. W/1 Od NAI 6" O.C. VERT.SECTION STUD MINIMUM WITHOUT 1x4 2x4 DTAGONAL 2 DIAGONAL STUD SIZE STUD BRACE L -BRACE L -BRACE BRACE BRACES AT SPECIES AND SPACING 113 POINTS MAXIMUM STUD LENGTH GRADE 2x4 SPF STD/STUD 12" O.C. 4-6.0 5-0.0 7-0-0 9-0-0 134+0 2x4 SPF STD/STUD 16" O.C. 4-0.0 4-6-0 6-0-0 8-0-0 12-0-0 2x4 SPF STD/STUD 24" O.C. 3-0-0 3-" 5-M 6-" 10-0-0 MAXIMUM WIND SPEED —110MPH MAX MEAN ROOF HEIGHT -30 FEET CATEGORY II BUILDING EXPOSURE B OR C ASCE 7-98, ASCE 7-02, ASCE 7-05 DURATION OF LOAD INCREASE: 1.60 ENGINEERING REV.: 1.0 DRAWING STANDARD NOTCHED GABLE END DETAIL (110 MPH) ENG.: MDV NUMBER CAD: CAD BUb W}h ConMonca DATE: 06/06/13 ac GENERAL NOTES: 1. TCLL = 16 PSF 2. TCDL = 14 PSF 3. TC: DFL& Btr #1 2x4 OVER DFL&Btr #1 2x4; STACKED AS SHOWN. ATTACH WITH UNIFORMLY DISTRIBUTED 3x6 @ 30" MAX. 4. DOL = 1.25 FOR DEAD + CONSTRUCTION ROOF LIVE LOAD 5. WIND SPEED = 110mph, EXP C, ENCLOSED, MEAN ROOF HEIGHT < 20ft, UPLIFT PRESSURE = 22.4psf 6. FRAMING DIMENSIONS ARE MAXIMUM; SHORTER SPANS ARE ACCEPTABLE 7. REPETITIVE MEMBER FACTOR, Cr, NOT USED 8. FACE AND SIDE SLOPES ARE EQUAL (SETBACK AND MASTER GIRDER HORIZONTAL SLOPING DISTANCES ARE EQUAL) 9. SPLICE MAY BE LOCATED ANYWHERE IN THE EXTENSION. 07/07 X-0" U" It '—.3 3/4" ® 5'. 12 MIN 6x6 2.83.4.24 F 0" � MIN 3x 10 t 3x6 / 2'-61 M R = 660+EXTENSION MIN 3x6_ R=325+O1i MAX }''GAP BETWEEN SUPPORT 8. END OF RAFTER STACKED CORNER HIP RAFTER (SCALE - 2X) CORNER RAFTER 8' -0" SETBACK 1123M Fd Rd.- n1r`E 1 Al GENERAL NOTES: I. TCLL = 30 PSF 2. TCDL = 16 PSF 07/07/2 E E 3. TC & BC: DFL&Btr #1 2X4 Pt0 h S 4. DOL= 1.25 FOR DEAD + CONSTRUCTION ROOF LIVE LOAD No. 6. Exp -0D: 5. WIND SPEED = I IOmph, EXP C, ENCLOSED, MEAN ROOF HEIGHT <20ft, UPLIFT PRESSURE=22.4psf Y� 7. SETBACK= 8-0-0 CA OF 8. FRAMING DIMENSIONS ARE MAXIMUM; SHORTER SPANS ARE ACCEPTABLE 9. REPETITIVE MEMBER FACTOR, Cr, NOT USED 10. FACE AND SIDE SLOPES ARE EQUAL (SETBACK AND MASTER GIRDER HORIZONTAL SLOPING DISTANCES ARE EQUAL) 11. TOP CHORD PITH: 3/12,&, BOTTOM CHORD PITCH: 0/12.4/12, PITCH DIFFERENCE BETWEEN TOP AND BOTTOM CHORD TO BE 2 MIN. 23. NAILING SHALL BE SUCH THAT THE LUMBER DOES NOT SPLIT. c I 0 COMMON PEAK GIRDER 2-0-0 8-0-04-0-0 FORPLATE SIZES. GRADE 600 AND ORDINATION. 6O0 CONNECT WITH(3) 16d COMMON REFERENCE THE TDD4-" ' WIRE 111DIA. X 3.5-LGT)TOE 2O0 (TRUSS DESIGN DRAWING) NAILS. FOR PLATE SUES, GRADE &12o ,T,a zoo , Fn200 En 2-00, AND ORDINATION. SECOND GIRDER SUPPORT AND CONNECTION BY OTHERS OR I I CONNECT WITH (3) 16d COMMON 2-16D COMMON WIRE (0.162" DIA. X 3.5-) LGT WIRE (0.162 DIA. X 3.5- LOT) TOE TOE NAI LS SUPPORTS SHALL DE PROVIDED NAILS. Qa 4'-0- D.C. ALONG THE EXTENSION OF THE TOP CHORD. CONNECT WITH (2) 16d COMMON V V 4 WIRE (0.162 DIA. X 3.5' LOT) TOE REFERENCETHETDD (TRUSS DESIGN DRAWING) 2-0-0 8-0-04-0-0 FORPLATE SIZES. GRADE 600 AND ORDINATION. 6O0 CONNECT WITH(3) 16d COMMON REFERENCE THE TDD4-" ' WIRE 111DIA. X 3.5-LGT)TOE 2O0 (TRUSS DESIGN DRAWING) NAILS. FOR PLATE SUES, GRADE &12o ,T,a zoo , Fn200 En 2-00, AND ORDINATION. SUPPORT AND CONNECTION BY OTHERS OR I I CONNECT WITH (3) 16d COMMON 2-16D COMMON WIRE (0.162" DIA. X 3.5-) LGT WIRE (0.162 DIA. X 3.5- LOT) TOE TOE NAI LS SUPPORTS SHALL DE PROVIDED NAILS. Qa 4'-0- D.C. ALONG THE EXTENSION OF THE TOP CHORD. CONNECT WITH (2) 16d COMMON • WIRE (0.162 DIA. X 3.5' LOT) TOE REFERENCE THETDD NALLS (TRUSS DESIGNDRAWNG) CONNECT WITH (2)16D 2-00 000 FOR PLATE SIZES, GRADE COMMON WIRE (0.162 DIA. X 3.5' AND ORDINATION. LGT) TOE NAILS. COMMON AND END JA CK „�Fbr,R,..�Mo � Y GENERAL NOTES: 1. DIAGONAL BRACING IS REQUIRED TO TRANSFER THE CUMULATIVE LATERAL FORCE INTO THE ROOF AND OR CEILING DIAPHRAGM. THE DIAPHRAGM IS TO BE DESIGN BY A PROFESSIONAL QUALIFIED PROFESSIONAL. 2. THESE CALCULATIONS ARE BASED ON LATERAL BRACE CARRYING 2% OF THE NEB FORCE. 3. DIAGONAL BRACING MATERIAL MUST BE SAME SIZE AND GRADE OR BETTER, AS THE LATERAL BRACE MATERIAL. AND SHALL BE INSTALLED IN SUCH A MATTER THAT IT INTERSECT WEB MEMBERS. AT APPROX. 45 DEGREES AND SHALL BE NAILED AT EACH END AND INTERMEDIATE TRUSS WITH 2-8d (0.131 "x2.5") FOR 1x4 BRACES, 2-10d (0.131"x3") FOR 20 AND 2x4 LATERAL BRACES, AND 3-10d (0.131 "x3") FOR 2x6 BRACES. 4. CONNECT LATERAL BRACE TO EACH TRUSS WITH 2-8d (0.131 "x2.5") NAILS for Ix4 LATERAL BRACES, 2-1Od NAILS FOR 20 AND 2X4 LATERAL BRACES, AND 3-10d FOR 2x6 LATERAL BRACES. 5. LATERAL BRACE SHOULD BE CONTINUOUS AND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE FOR CONTINUITY. 6. FOR ADDITIONAL GUIDANCE REGARDING DESIGN AND INSTALLATION OF BRACING CONSULT DS849 TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES AND BCSI I GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES, JOINTLY PRODUCE BY WOOD TRUSS COUNCIL OF AMERICA AND TRUSS PLATE LV STITUTE.wwwsbcindustry.com and www.tpinst.otg 7. REFER TO SPECIFIC TRUSS DESIGN DRAWING FOR WEB MEMBER FORCE. 8. TABULATED VALUES ARE BASED ON A DOL. - 1.15 9. THIS INFORMATION IS PROVIDED AS A RECOMMENDATION TO ASSIST THE REQUIREMENT FOR PERMANENT BRACING OF THE INDIVIDUAL TRUSS WEB MEMBERS. ADDITIONAL BRACING MAY BE STILL BE REQUIRED FOR THE STABILITY OF THE OVERALL ROOF SYSTEM. THE METHOD SHOWN HERE IS NST ONE METHOD THAT CAN BE USED TO PROVIDE STABILITY AGAINST WEB BUCKLING. 10. REFER TO INDIVIDUAL TRUSS DESIGN FOR PLATE SIZES AND LUMBER GRADES 11. BRACE BAY SIZE SHALL BE MEASURED IN BETWEEN THE CENTERS OF PAIRS OF DIAGONALS. MAXI6"I TRUSS WEB FORCE (Ibs) (SEE NOTE 7) TYPE BRACING 24" O.C. 48" O.C. 72" O.C. MATERIALS BRACE BAY BRACING MATERIAL TYPE A I x4 IND. 45 SYP OR 1x4 #2 SRH SIZE (DF, HF, SPF) A B C D A B C D C D B 2x3 #3, STD CONST (SPF, DF, HF, OR SYP 10'-0" 1600 1850 1850 2800 C 2x4 #3, STD CONST (SPF, DF, HF, OR SYP 12'-0" 1300 1550 1550 2350 3100 3100 4700 4700 7074 14'-0" 1150 1 1300 1 1300 2000 D 2x6 #3, STD CONST (SPF, DF, HF, OR SYP 16'-0" 1000 1150 1150 1750 2350 2350 3500 06/24/201 ESS/ 18'-0 850 1000 1000 1550 3140 4700 " 20'-0" 800 900 900 1400 1850 1850 2800 No. C72877 Fxp.06.30.z016 >� tk CIVIL NP OF DIAGONAL BRACE CONTINUOUS RESTRAINT 210d NAILS (SEE NOTE a) TRUSS WEB MEMBERS ENGINEERING REV.: 1.0 DRAWING NUMBER WEB BRACING RECOMMENDATIONS CAD: CAD awn �— DATE: 02/27/12 1. T -BRACE / I -BRACE MUST BE THE SAME SPECIES AND GRADE (OR BETTER) AS WEB MEMBER 2. Ix4 OR 1x6 BRACES MUST BE STRESS RATED BOARDS WITH DESIGN VALUES THAT ARE EQUAL TO (OR BETTER) THE TRUSS WEB DESIGN VALUES. 3. T -BRACE / I -BRACE MUST COVER 90% OF WEB LENGTH. 4. THIS DETAIL IS NOT TO BE USED TO CONVERT T -BRACE / I -BRACE WEB TO CONTINUOUS LATERAL BRACED WEBS. 5. NAIL ALONG ENTIRE LENGTH OF T -BRACE / I -BRACE. 6. ON TWO -PLY'S NAIL TO BOTH PLIES NAILING PATTERN T -BRACE SIZE SIZE NAIL SIZE NAIL SPACING 1x4 or Ix6 10d 8" O.C. 2x4 or 2x6 or 2x8 16d 8" O.C. NAILS -BRACE T -BRACE SECTION DETAIL WEB ENGINEERING T -BRACE / 1 -BRACE DETAIL EM REV.: 1.0 ENG.: MDV CAD: CAD DATE: 02/27/12 DRAWING NUMBER * BRACE SIZE FOR ONE -PLY TRUSS BRACE SIZE FOR TWO-PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 1 2 20 or 2x4 1x4 (*) T -BRACE - 1x4 (*) I -BRACE 2x4 (*) T -BRACE 2x4 (*) I -BRACE 2x6 1x6 (*) T -BRACE 1x6 (*) I -BRACE 2x6 (*) T -BRACE 2x6 (*) 1 -BRACE 2x8 2x8 (*) T -BRACE 2x8 (*) I -BRACE 2x8 (*) T -BRACE 2x8 (*) I -BRACE ENGINEERING T -BRACE / 1 -BRACE DETAIL EM REV.: 1.0 ENG.: MDV CAD: CAD DATE: 02/27/12 DRAWING NUMBER * 33'- 0" (750) 949-2721 (760)244-2532 ROOF 8 FLOOR RUSS S W°S SWTA FE CA 0;�5 (760) 948-5330FAX (800) 469-9449 SPACING 2-0-0 TOP CHORD 2X4 END CUT CS) P BRG, SIZE 2X6 —C LOADING 19-14-0-10 PITCH -1/12 TC 2•s ,12 Bc O,H. TYP. 18" JOB # 15761 PLAN ELEVATION JOB NAME CLOUDVIEW WAY ADDRESS 78295 CLOUDVIEW WAY LA QUINTA DATE REVISIONS USTOMER JH CONSTRUCTION CONTACT JUAN PHONE (951) 634 — 2888 ( ► — (FAX) DRAWN BY JARED OSBURN THIS LAYOUT AND HANGERS SHOULD ALWAYS BE REVIEWED BY BUILDING DESIGNER OR PROJECT ENGINEER AND IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SEE THAT IT IS REVIEWED. ALL HANGERS ARE LABELED IN "SIMPSON" NUMBERS U.N.O. HANGERS ARE NOT INCLUDED UNLESS LISTED UNDER MISC, ITEMS ON THE BID SHEET. BUILDING ENERGY ANALYSIS REPORT PROJECT: SINGLE HOUSE REMODEL 78295 CLOUD VIEW WAY LA QUINTA, CA 92253 Project Designer:0-1 ,` CITY OF LA QTM DEPT. RUCTION BUILDING &SAFE APPROVED FOR DATE 6 BY Report Prepared by: PERFECT DESIGN & DEVELOPMENT, INC. C'EIV�® DEC 2 g 2015 CIN of pBQEL pMBWT COMMU141" Job Number: T15 -1976R Date: 12/2/2015 Nu N ;3r I �� Ot3•$ r � , ��FF�`�� The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2013 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC — www.energysoft.com. 6. TABLE OF CONTENTS Cover Page Table of Contents Form CF -1 R -PRF -01-E Certificate of Compliance Form RMS -1 Residential Measures Summary Form MF -1 R Mandatory Measures Summary HVAC System Heating and Cooling Loads Summary Room Load Summary Room Heating Peak Loads Room Cooling Peak Loads EnergyPro 6.7 by EnergySoft Job Number: ID: T15 -1976R User Number: 1919 1 2 3 10 11 15 16 17 18 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: SINGLE HOUSE REMODEL Calculation Date/Time: 15:32, Wed, Dec 02, 2015 Calculation Description: Title 24 Analysis Input File Name: T15-1976R.xml CF1 R -PRF -01 Page 1 of 7 GENERAL INFORMATION ENERGY USE SUMMARY 01 Project Name SINGLE HOUSE REMODEL 04 05 02 Calculation Description Title 24 Analysis 08 Energy Use (kTDV/ft2-yr) 03 Project Location 78295 CLOUD VIEW WAY Compliance Margin Percent Improvement 04 City LA QUINTA 05 Standards Version Compliance 2015 06 Zip Code 92253 07 Compliance Manager Version BEMCmpMgr 2013-4 (744) 08 Climate Zone CZ15 09 Software Version EnergyPro 6.6 10 Building Type Single Family 11 Front Orientation (deg/Cardinal) 0 12 Project Scope Addition and/or Alteration 13 Number of Dwelling Units 1 14 Total Cond. Floor Area (ft) 1532 15 Number of Zones 1 16 Slab Area (ft) 1532 17 Number of Stories 1 18 Addition Cond. Floor Area 0 19 Natural Gas Available Yes 20 Addition Slab Area (ft2) 0 21 Glazing Percentage (%) 12.8% COMPLIANCE RESULTS 01 Building Complies with Computer Performance-' 02 This building incorporates features that require field testing;and/or4erification.by a'certified'HERS rater underthe supervision of a CECapproved HERS provider. 03 This building incorporates one'or.more Special Features shown below Registration Number: 215-A6424916A-000000000-0000 Registration Date/Time: 2015-12-02 15:37:38 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08252015-744 Report Generated at: 2015-12-02 15:33:06 ENERGY USE SUMMARY 04 05 06 07 08 Energy Use (kTDV/ft2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating 1.27 0.85 0.42 33.1% Space Cooling 153.88 134.56 19.32 12.6% IAQ Ventilation 0.00 0.00 0.00 0.0% Water Heating 14.20 11.22 2.98 21.0% Photovoltaic Offset ---- 0.00 0.00 --- Compliance Energy Total 169.35 146.63 22.72 13.4% Registration Number: 215-A6424916A-000000000-0000 Registration Date/Time: 2015-12-02 15:37:38 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08252015-744 Report Generated at: 2015-12-02 15:33:06 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name: SINGLE HOUSE REMODEL Calculation Date/Time: 15:32, Wed, Dec 02, 2015 Page 2 of 7 Calculation Description: Title 24 Analysis Input File Name: T15-1976R.xml REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. • Cool roof • Cathedral Ceiling HERS FEATURE SUMMARY The following is a summary of the features that must be field -verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building components tables below. Building -level Verifications: • -- None -- Cooling System Verifications: • Minimum Airflow • Verified EER • Refrigerant Charge • Fan Efficacy Watts/CFM HVAC Distribution System Verifications: • Duct Sealing • Duct Design -Return • Duct Design -Supply Domestic Hot Water System Verifications: --None -- _,U ^� =tea yr -:4 ? �-�. r= -f -.:: ,�=4 z � ENERGY DESIGN RATING This is the sum of the annual TDV energy consumption for energy use components included in the perfoTrmance compliance�approach for the Standard Design Building (Energy Budget) and the annual TDV energy consumption for lighting and components not regulated by Title 24, Part'6 (such as domestic appliances and consumer electronics) and accounting for the annual TDV energy offset by an on-site renewable energy system. Reference Energy Use Energy Design Rating Margin Percent Improvement Total Energy (kTDV/f2-yr)* 222.68 199.96 22.72 10.2% * includes calculated Appliances and Miscellaneous Energy Use (AMEU) BUILDING - FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name Conditioned Floor Area (ft2) Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems SINGLE HOUSE REMODEL 1532 1 3 1 0 1 Registration Number: 215-A6424916A-000000000-0000 Registration Date/Time: 2015-12-02 15:37:38 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08252015-744 Report Generated at: 2015-12-02 15:33:06 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: SINGLE HOUSE REMODEL Calculation Date/Time: 15:32, Wed, Dec 02, 2015 Calculation Description: Title 24 Analysis Input File Name: T15-1976R.xml CFI R -PRF -01 Page 3 of 7 ZONE INFORMATION fry--: �j fr% I' 01 02 t iO3 �i, Al04� I I A 05 "=' x .� ii 66�� 07,r22.62 01 02 03 11 12 04 05 06 07 Verified Existing Zone Name Zone Type HVAC System Name Roof Rise Zone Floor Area (ft) Avg. Ceiling Height Water Heating System 1 Water Heating System 2 EXISTING AREA Conditioned WHOLE HOUSE1 a 1532 8 DHW Sys 1 Roof Rise i Roof, Yes OPAQUE SURFACES Roof g Existing Name Zone Type - (ftZ) 01 02 03 04 05 Emittance 06 07 08 09 10 Name Zone Construction Azimuth Orientation Gross Area (ft2) Window & Door Area (ft) Tilt (deg) Status Verified Existing Condition WEST WALL EXISTING AREA R-15 Wall 270 Right 409.6 95.4 90 Altered N/A EAST WALL EXISTING AREA R-15 Wall 90 Left 409.6 60.2 90 Altered N/A NORTH WALL EXISTING AREA R-15 Wall 0 Front 264 24 90 Altered N/A SOUTH WALL EXISTING AREA R-15 Wall 180 Back 272 16 90 Altered N/A ROOF EXISTING AREA R-30 Roof Attic 1152 Altered N/A OPAQUE SURFACES —Cathedral Ceilings * -"I*—� r fry--: �j fr% I' 01 02 t iO3 �i, Al04� I I A 05 "=' x .� ii 66�� 07,r22.62 10 09 10 11 12 13 Radiant Statu Verified Existing Name Construction Type Roof Rise Roof Roof Emittance Framin Cool Roof Verified Condition Attic EXISTING AREA a Orientatio t 'n. t Area Skylight: Roof Rise i Roof, Yes Reflectan Roof g Existing Name Zone Type - (ftZ) Area(f:2) (xin12) Pitch ce Emittance Factor Status Condifion ROOF -Vaulted EXISTING AREA R-30 Roof Front 380 0 5 0.42 0.3 0.75 0.1 Altered N/A Cathedral ATTIC 01 02 03 04 05 06 07 08 09 10 Radiant Statu Verified Existing Name Construction Type Roof Rise Roof Reflectance Roof Emittance Barrier Cool Roof s Condition Attic EXISTING AREA Attic RoofEXISTING AREA Ventilated 5 0.3 0.75 Yes Yes Existi No ng Registration Number: 215-A6424916A-000000000-0000 Registration Date/Time: 2015-12-02 15:37:38 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08252015-744 Report Generated at: 2015-12-02 15:33:06 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: SINGLE HOUSE REMODEL Calculation Date[Time: 15:32, Wed, Dec 02, 2015 Calculation Description: Title 24 Analysis Input File Name: T15-1976R.xml CFI R -PRF -01 Page 4 of 7 WINDOWS 01 02 03 04 05 06 07 08 09 10 11 Name Surface (Orientation -Azimuth) Width(ft) Height (ft) Multiplie r Area (ft) U -factor SHGC Exterior Shading Status Verified Existing Condition WINDOWS WEST WALL (Right -270) ---- ---- 1 95.4 1.19 0.83 Insect Screen (default) Existing No WINDOWS 2 EAST WALL (Left -90) ---- ---- 1 60.2 1.19 0.83 Insect Screen (default) Existing No WINDOWS 3 NORTH WALL (Front -0) ---- ---- 1 24.0 1.19 0.83 Insect Screen (default) Existing No WINDOWS 4 SOUTH WALL (Back -180) -- --- 1 16.0 1.19 0.83 Insect Screen (default) Existing No OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 08 09 Name Zone Total Cavity Winter Design Edge Insul. R -value Construction Name Surface Type Construction Type Framing R -value U -value Assembly Layers 169.4 None 0.8 No Existing No • Cavity/ Frame: no insul. /2x4 Top Chrd • Roof Deck: Wood Siding/sheathing/decking 2x4 Top Chord of Roof Truss @ 24 Tile Gap: present Attic RoofEXISTING AREA Attic Roofs Wood Framed Ceiling x) ;;in:,O.C.,,N, , ,,,, none 0.400 Roofing: 10 PSF (RooMle) 'ir a+r t Inside Finish: Gypsum Board Ceilings (below , Wood t'I • X0.032 Cavity/Frame: R-9.1 /2x4 R-30 Roof Attic attic) Frametl Ceiling 2,k4@ 24 in: 0. C. — Y° g 30 Over Floor Joists: R-20.9 insul. s { I Inside Finish: Gypsum Board • Cavity/ Frame: R -15/2x4 • Exterior Finish: Wood R-15 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. R 15 0.089 Siding/sheathing/decking • Inside Finish: Gypsum Board • Cavity/ Frame: R-30 / 2x 12 • Roof Deck: Wood Siding/sheathing/decking • Tile Gap: present R-30 Roof Cathedral Cathedral Ceilings Wood Framed Ceiling 2x12 @ 16 in. O.C. R 30 0.034 Roofing: 10 PSF (RoofTile) SLAB FLOORS 01 02 03 04 05 06 07 08 09 Name Zone Area (ft2) Perimeter (ft) Edge Insul. R -value Carpeted Fraction Heated Status Verified Existing Condition Covered Slab EXISTING AREA 1532 169.4 None 0.8 No Existing No Registration Number: 215-A64249%A-000000000-0000 Registration Date/Time: 2015-12-02 15:37:38 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF111-08252015-744 Report Generated at: 2015-12-02 15:33:06 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: SINGLE HOUSE REMODEL Calculation Date/Time: 15:32, Wed, Dec 02, 2015 Calculation Description: Title 24 Analysis Input File Name: T15-1976R.xml BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 Quality Insulation Installation (QII) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFM50 Not Required Not Required Not Required --- CFI R -PRF -01 Page 5 of 7 WATER HEATING SYSTEMS 01 02 03 04 05 06 07 08 Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction M Status Verified Existing Condition DHW Sys 1 DHW Standard DHW Heater 1 1 Annual New No WATER HEATERS 01 02 03 04 05 06 07 08 Name Heater Element Type Tank Type Tank Volume (gal) Energy Factor or Efficiency Input Rating Tank Exterior Insulation R -value Standby Loss (Fraction) DHW Heater 1 Natural Gas Small Storage-_ 50 0.71 EF 62000-Btu/hr 0 0.04 WATER HEATING - HERS VERIFICATION 01 02 03 04 -� 05 06 07 Name Pipe Insulation • +'� -+� i� Parallel Piping _ -� Compact Distribution Point -of Use Recirculation with Manual Control Recirculation with Sensor Control DHW Sys 1 n/a n/a n/a n/a n/a n/a SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 07 08 09 Heating System Cooling System Distribution Fan Floor Area Verified Existing Name System Type Name Ducted Name Ducted System System Served Status Condition WHOLE HOUSEI Other Heating and Heating Yes Cooling Yes Air Distribution HVAC Fan 1532 New No Cooling System Component 1 Component 1 System 1 1 HVAC - HEATING SYSTEMS 01 02 03 Name Type Efficiency Heating Component 1 CntrlFurnace - Fuel -fired central furnace 80 AFUE Registration Number: 215-A6424916A-000000000-0000 Registration Date/Time: 2015-12-02 15:37:38 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08252015-744 Report Generated at: 2015-12-02 15:33:06 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: SINGLE HOUSE REMODEL Calculation Date/Time: 15:32, Wed, Dec 02, 2015 Calculation Description: Title 24 Analysis Input File Name: T15-1976R.xml CF1 R -PRF -01 Page 6 of 7 HVAC - COOLING SYSTEMS 01 02 03 04 05 06 07 Name Verified Airflow Efficiency Verified EER Multi -speed Verified Refrigerant Charge Name System Type EER SEER Zonally Controlled Compressor HERS Verification Cooling Component 1 SplitAirCond - Split air conditioning 12.2 14 No No Cooling Component . �L"ocation system Status Condition Verification Air Distribution 1 -hers -cool HVAC COOLING - HERS VERIFICATION 01 02 03 04 05 06 Name Verified Airflow Airflow Target Verified EER Verified SEER Verified Refrigerant Charge Cooling Component 1 -hers -cool Required 350 Required Not Required Required HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 08 09 10 Insulation Supply Duct Return Duct Verified Existing HERS Name Type Duct Leakage's R -value 'Loci4tion 1 ' . �L"ocation Bypass Duct Status Condition Verification Air Distribution Ducts located in attic ' Sealed and tested ,� i t ; •_��8.0: s ' ' { ;Attic^; I '�-• Attic; ; j 4 f None , j New No Air Distribution System System 1 - "r 1 -hers -dist X r -- ,� ri HVAC - FAN SYSTEMS & HERS VERIFICATION 01 02 03 04 Name Type Fan Power (Watts/CFM) HERS Verification HVAC Fan 1 Single Speed PSC Furnace Fan 0.58 Required IAQ (Indoor Air Quality) FANS 01 02 03 04 05 Name IAQ CFM IAQ Fan Type IAQ Recovery Effectiveness(%) HERS Verification SFam IAQVentRpt 0 Default 0 Not Required Registration Number: 215-A6424916A-000000000-0000 Registration Date/Time: 2015-12-02 15:37:38 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08252015-744 Report Generated at: 2015-12-02 15:33:06 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: SINGLE HOUSE REMODEL Calculation Date/Time: 15:32, Wed, Dec 02, 2015 Calculation Description: Title 24 Analysis Input File Name: T15-1976R.xml CFI R -PRF -01 Page 7 of 7 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: Raymond Zhong b Company: Signature Date: Q�G Perfect Design 2015-12-02 15:37:38 yN,QND y Q� Oy �2 Address: CEA/HERS Certification Identification (If applica? No. 2416 W. Valley Blvd. Exp. 0� 17 rn)) City/State/Zip: Phone: Zj it Alhambra, CA 91803 626-289-8808 CIyAN $1(31 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2. 1 certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 3. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this. building permit application. Responsible Designer Name: ^,. 1 , �i + Responsible Designer Signature'7, Date, Signed: Company: q - - r-. fl Address: License: City/State/Zip: Phone: Digitally signed by Ca10ERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. Registration Number: 215-A6424916A-000000000-0000 Registration Date/Time: 2015-12-02 15:37:38 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08252015-744 Report Generated at: 2015-12-02 15:33:06 RESIDENTIAL MEASURES SUMMARY RMS-1 Project Name SINGLE HOUSE REMODEL Building Type m Single Family ❑ Addition Alone O Multi Family m Existing+ Addition/Alteration Date 12/2/2015 Project Address 78295 CLOUD VIEW WAY LA QUINTA California Energy Climate Zone CA Climate Zone 15 Total Cond. Floor Area 1,532 Addition 0 # of Units 1 INSULATION Construction Type Area Cavity ft Special Features Status Roof Wood Framed Attic R 30 1,152 Cool Roof Altered Wall Wood Framed R 15 1,160 Altered Slab Unheated Slab-on-Grade - no insulation 1,532 Perim = 169' Existing Roof Wood Framed Rafter R30 380 Cool Roof Altered FENESTRATION I Total Area: 196 Glazing Percentage: 12.8 New/Altered Average U-Factor: 0.00 Orientation Area(ft) U-Fac SHGC Overhang Sidefins Exterior Shades Status Right (W) 95.4 1.190 0.83 none none Bug Screen Existing Left (E) 60.2 1.190 0.83 none none Bug Screen Existing Front (N) 24.0 1.190 0.83 none none Bug Screen Existing Rear (S) 16.0 1.190 0.83 none none Bug Screen Existing HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Central Furnace 80% AFUE Split Air Conditioner 14.0 SEER Setback New HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R-Value Status WHOLE HOUSE Ducted Ducted Attic 8.0 New WATER HEATING Qty. Type Gallons Min. Eff Distribution Status 1 Small Storage Gas 50 0.71 Standard New Ener Pro 6.7 by Ener Soft User Number: 1919 RunCode: 2015-12-02T15:34:33 ID: T15-1976R Pae 10 of 18 2013 Low -Rise Residential Mandatory Measures Summary NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance rmproach used. Exceptions may apply. Review the respective code section for more information. Building Envelope Measures: § 1 10.6(a)1: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. § 110.6(a)5: Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain Coefficient SHGC), and infiltration that meets the requirements of § 10-1 I 1 a). § 110.7: Exterior doors and windows are weatherstripped; all joints and penetrations are caulked and sealed. § 1 10.8(x): Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on the CF2R. § 1 10.8(i): The thermal emittance and aged solar reflectance values of the cool roofing material meets the requirements of § 110.8(i) when the installation of a cool roof is specified on the CF 1 R. § 110.86): A radiant barrier shall have an emittance of 0.05 or less when the installation of a radiant barrier is specified on the CFI R. Minimum R-30 insulation in wood -frame ceiling; or the weighted average U -factor shall not exceed 0.031. Minimum R-19 in a § 150.0(a): rafter roof alteration. Attic access doors shall have permanently attached insulation using adhesive or mechanical fasteners. The attic access shall be gasketed to prevent air leakage. §I50.0(b): Loose till insulation shall conform with manufacturers installed design labeled R -value. §150.0(c): Minimum R-13 insulation in 2x4 inch wood framing wall or have a U -factor of 0.102 or less (R-19 in 2x6 or 0.074 maximum U - factor). §I50.0(d): Minimum R-19 insulation in raised wood -frame floor or 0.037 maximum U -factor. § 150.0(g)1: In Climate Zones 14 and 16 a Class 11 vapor retarder shall be installed on the conditioned space side of all insulation in all exterior walls, vented attics and unvented attics with air -permeable insulation. § 150.0(g)2: In Climate Zones 1-16 with unvented crawl spaces the earth floor of the crawl space shall be covered with a Class I or Class II vapor retarder. In a building having a controlled ventilation crawl space, a Class I or Class II vapor retarder shall be placed over the earth floor of § 150.0(g)3: the crawl space to reduce moisture entry and protect insulation from condensation, as specified in the exception to Section 150.0(d). § 150.0(1): Slab edge insulation shall: have a water absorption rate, for the insulation material alone without facings, no greater than 0.3%; have water vapor permeance rate is no greater than 2.0 perm/inch, be protected from physical damage and UV light deterioration; and when installed as part of a heated slab floor meets the requirements of § 110.8( ). 150.0 (q)' Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors shall have a maximum U - factor of 0.58; or the weighted average U -factor of all fenestration shall not exceed 0.58. Fireplaces, Decorative Cas Appliances and Gas Log Measures: § I50.0(e) I A: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox. § 150.0(e) I B: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a readily accessible, operable, and tight -fitting damper or a combustion -air control device. § 150.0(e) I C: Masonry or factory -built fireplaces have a flue damper with a readily accessible control. § 150.0(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. Space Conditioning, Water Heating and Plumbing System Measures: § 110.0-§ 110.3: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified to the Energy Commission. § l 10.3(c)5: Water heating recirculation loops serving multiple dwelling units meet the air release valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of § 110.3(c)5. Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appli- § 110.5: ances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool ands a heaters. § 150.0(h)1: Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA using design conditions specified in §I50.0(h)2. § 150.0(h)3A: Installed air conditioner and heat pump outdoor condensing units shall have a clearance of at least five feet from the outlet of any dryer vent. § 150.0(i): Heating systems are equipped with thermostats that meet the setback requirements of § 110.2(c). § 150.00)1 A: Storage gas water heaters with an energy factor equal to or less than the federal minimum standards shall be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. § 150.06)1 B: Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water -heating systems, have R-12 external insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank. For domestic hot water system piping, whether buried or unburied: the first 5 feet of hot and cold water pipes from the storage tank, all piping with a nominal diameter of 3/4 inch or larger, all piping associated with a domestic hot water recirculation system § 150.00)2A: regardless of the pipe diameter, piping from the heating source to storage tank or between tanks, piping buried below grade, and all hot water pipes from the heating source to kitchen fixtures must be insulated according to the requirements of TABLE 120.3- A. § 150.00)2B: All domestic hot water pipes that are buried below grade must be installed in a water proof and non -crushable casing or sleeve that allows for installation, removal, and replacement of the enclosed pipe and insulation. 2413 Low -Rise Residential Mandatory Measures Summary § 150.06)2C: Pipe for cooling system lines shall be insulated as specified in § 150.06)2A. Piping insulation for steam and hydronic heating systems or hot waters stems with pressure> 15 psig shall meet the requirements in TABLE 120.3-A. § 150.06)3: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Insulation exposed to weather shall either be rated for outdoor use or installed with a cover suitable for outdoor service. For § 150.06)3A: example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation protected as specified or painted with coating that is water retardant and provides shielding from solar radiation that degrades the material. Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space shall have a Class I § 150.06)36: or Class If vapor retarding facing, or the insulation shall be installed at the thickness that qualifies as a Class I or Class 11 vapor retarder. Systems using gas or propane water heaters to serve individual dwelling units shall include: a 120V electrical receptacle within 3 feet of the water heater; a Category III or IV vent, or a Type B vent with straight pipe between the outside termination and the § 150.0(n)l: space where the water heater is installed; a condensate drain that is no more than 2 inches higher than the base of the installed water heater, and allows natural draining without pump assistance; and a gas supply line with a capacity of at least 200,000 Btu/hr. § 150.0(n)2: Recirculating loops serving multiple dwelling units shall meet the requirements of § 110.3(c)5. § 150.0(n)3: Solar water -heating systems and collectors shall be certified and rated by the Solar Rating and Certification Corporation (SRCC) or by a testing agency approved by the Executive Director. Ducts and Fans Measures: All air -distribution system ducts and plenums installed are sealed and insulated to meet the requirements of CMC §601.0, §602.0, §603.0, §604.0, §605.0 and ANSUSMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Supply -air and return -air ducts and plenums are insulated to a minimum installed level of R-6.0 (or higher if required by CMC §605.0) or enclosed entirely in directly conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8). Connections of metal ducts and inner core of flexible ducts are mechanically fastened. Openings shall be sealed § I50.0(m)1: with mastic, tape, or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than % inch, the combination of mastic and either mesh or tape shall be used. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. Factory -Fabricated Duct Systems shall comply with specified requirements for duct construction, connections, and closures; joints § 150.0(m)2: and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. § 150.0(m)3-6: Field -Fabricated Duct Systems shall comply with requirements for: pressure -sensitive tapes, mastics, sealants, and other requirements specified for duct construction; duct insulation R -value ratings; duct insulation thickness; and duct labeling. § I50.0(m)7: All fan systems that exchange air between the conditioned space and the outside of the building must have backdraft or automatic dampers. § 150.0(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers except combustion inlet and outlet air openings and elevator shaft vents. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not § 150.0(m)9: limited to the following: insulation exposed to weather shall be suitable for outdoor service. For example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation. § 150.0(m)10: Flexible ducts cannot have porous inner cores. When space conditioning systems use forced air duct systems to supply conditioned air to an occupiable space, the ducts shall be § 150.0(m) 11: sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Mechanical systems that supply air to an occupiable space through ductwork exceeding 10 feet in length and through a then -nal § 150.0(m)12: conditioning component, except evaporative coolers, shall be provided with air filter devices that meet the requirements of §I50.0(m)12. Space conditioning systems that utilize forced air ducts to supply cooling to an occupiable space shall have a hole for the placement of a static pressure probe (HSPP), or a pennanently.installed static pressure probe (PSPP) in the supply plenum. The § I50.0(m)13: space conditioning system must also demonstrate airflow> 350 CFM per ton of nominal cooling capacity through the return grilles, and an air -handling unit fan efficacy:5 0.58 W/CFM as confirmed by field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Zonally controlled central forced air cooling systems shall be capable of simultaneously delivering, in every zonal control mode, 150.0(m) I5: an airflow from the dwelling, through the air handler fan and delivered to the dwelling, of> 350 CFM per ton of nominal cooling capacity, and operating at an air -handling unit fan efficacy of:S 0.58 W/CFM as confirmed by field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. All dwelling units shall meet the requirements of ASHRAE Standard 62.2. Neither window operation nor continuous operation of § 150.0(0): central forced air system air handlers used in central fan integrated ventilation systems are permissible methods of providing the Whole Building Ventilation. § 150.0(0)1 A: Whole Building Ventilation airflow shall be confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Pool and Spa Heating Systems and Equipment Measures: Any pool or spa heating system shall be certified to have: a then -nal efficiency that complies with the Appliance Efficiency § 110.4(a): Regulations; an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating. 2013 Low -Rise Residential Mandatory Measures Summary § l 10.4(b)I : Any pool or spa heating equipment shall be installed with at least 36 inches of pipe between filter and heater or dedicated suction and return lines, or built-up connections for future solar heating. § 110.4(b)2: Outdoor pools or spas that have a heat pump or gas heater shall have a cover. § 110.4(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or pro - rammed to run only during off-peak electric demand periods. § 110.5: Natural gas pool and spa heaters shall not have a continuous burning pilot light. § I50.0(p): Residential pool systems or equipment shall meet specified pump sizing, flow rate, piping, filters, and valve requirements. Lighting Measures: § 110.9: All lighting control devices and systems, ballasts, and luminaires shall meet the applicable requirements of § 110.9. § 150.0(k) I A: Installed luminaires shall be classified as high -efficacy or low -efficacy for compliance with § I50.0(k) in accordance with TABLE 150.0-A or TABLE 150.0-13, as applicable. §I50.0(k)I B: When a high efficacy and low efficacy lighting system are combined in a single luminaire, each system shall separately comply with the applicable provisions of § 150.0(k). The wattage and classification of permanently installed luminaires in residential kitchens shall be determined in accordance with § 150.0(k) I C: § I30.0(c). In residential kitchens, the wattage of electrical boxes finished with a blank cover or where no electrical equipment has been installed, and where the electrical box can be used for a luminaire or a surface mounted ceiling fan, shall be calculated as 180 watts of low efficacy lighting er electrical box. § 150.0(k)I D: Ballasts for fluorescent lamps rated 13 watts or greater shal I be electronic and shall have an output frequency no less than 20 kHz. Permanently installed night lights and night lights integral to installed luminaires or exhaust fans shall be rated to consume no § 150.0(k)I E: more than 5 watts of power per luminaire or exhaust fan as determined in accordance with § I30.0(c). Night lights do not need to be controlled by vacancy sensors. 150.0(k)1 F: Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) shall meet the applicable requirements of § 150.0(k). § 150.0(k)2A: High efficacy luminaires must be switched separately from low efficacy luminaires. § 150.0(k)2B: Exhaust fans shall be switched separately from lighting systems. §I50.0(k)2C: Luminaires shall be switched with readily accessible controls that permit the luminaires to be manually switched ON and OFF. §I50.0(k)2D: Controls and equipment are installed in accordance with manufacturers instructions. § 150.0(k)2E: No control shall bypass a dimmer or vacancy sensor function if the control is installed to comply with § 150.0(k). §I50.0(k)2F: Lighting controls comply with applicable requirements of §110.9. An Energy Management Control System (EMCS) may be used to comply with dimmer requirements if: it functions as a dimmer § I50.0(k)2G: according to § 110.9; meets Installation Certificate requirements of § 130.4; the EMCS requirements of § 130.5; and all other requirements in §150.0(k)2. An Energy Management Control System (EMCS) may be used to comply with vacancy sensor requirements of § 150.0(k) if: it § 150.0(k)2H: functions as a vacancy sensor according to § 110.9; meets Installation Certificate requirements of § 130.4; the EMCS requirements of § 130.5; and all other requirements in § 150.0(k)2. I50.0(k)2I: A multiscene programmable controller may be used to comply with dimmer requirements of this section if it provides the functionality of a dimmer according to § 110.9, and complies with all other applicable requirements in §I50.0(k)2. § I50.0(k)3A: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. Kitchen lighting includes all permanently installed lighting in the kitchen except internal lighting in cabinets that illuminate only § 150.0(k)3 B: the inside of the cabinets. Lighting in areas adjacent to the kitchen, including but not limited to dining and nook areas, are considered kitchen lighting if they are not separately switched from kitchen lighting. § I50.0(k)4: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. 150.0(k)5: A minimum of one high efficacy luminaire shall be installed in each bathroom; and all other lighting installed in each bathroom shall be high efficacy or controlled by vacancy sensors. 150.0(k)6: Lighting installed in attached and detached garages, laundry rooms, and utility rooms shall be high efficacy luminaires and controlled by vacancy sensors. § I50.0(k)7: Lighting installed in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy, or shall be controlled by either dimmers or vacancy sensors. Luminaires recessed into ceilings shall: be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; have a label that certifies that the luminaire is airtight with air leakage less than 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; be sealed with a gasket or caulk between the luminaire housing §I50.0(k)8: and ceiling, and shall have all air leak paths between conditioned and unconditioned spaces sealed with a gasket or caulk; and allow ballast maintenance and replacement without requiring cutting holes in the ceiling. For recessed compact fluorescent luminaries with ballasts to qualify as high efficacy for compliance with § 150.0(k), the ballasts shall be certified to the Energy Commission to comply with the applicable requirements in § 110.9. For single-family residential buildings, outdoor lighting permanently mounted to a residential building or other buildings on the same lot shall be high efficacy, or may be low efficacy if it meets all of the following requirements: i. Controlled by a manual ON and OFF switch that does not override to ON the automatic actions of Items ii or iii below; and § 150.0(k)9A: ii. Controlled by a motion sensor not having an override or bypass switch that disables the motion sensor, or controlled by a motion sensor having a temporary override switch which temporarily bypasses the motion sensing function and automatically reactivates the motion sensor within 6 hours; and iii. Controlled by one of the following methods: 2013 Low -Rise Residential Mandatory Measures Summary a. Photocontrol not having an override or bypass switch that disables the photocontrol; or b. Astronomical time clock not having an override or bypass switch that disables the astronomical time clock, and which is programmed to automatically turn the outdoor lighting OFF during daylight hours; or c. Energy management control system which meets all of the following requirements: At a minimum provides the functionality of an astronomical time clock in accordance with § 110.9; meets the Installation Certification requirements in § 130.4; meets the requirements for an EMCS in § 130.5; does not have an override or bypass switch that allows the luminaire to be always ON; and, is programmed to automatically turn the outdoor lighting OFF during daylight hours. For low-rise multifamily residential buildings, outdoor lighting for private patios, entrances, balconies, and porches; and outdoor lighting for residential parking lots and residential carports with less than eight vehicles per site shall comply with one of the §I50.0(k)9B: following requirements: i. Shall comply with § 150.0(k)9A; or ii. Shall comply with the applicable requirements in §110.9, §130.0, §130.2, § 130.4, §140.7 and §141.0. § 150.0(k)9C: For low-rise residential buildings with four or more dwelling units, outdoor lighting not regulated by § 150.0(k)9B or 150.0(k)9D shall comply with the applicable requirements in § 110.9, § 130.0, § 130.2, § 130.4, § 140.7 and $141.0. § 150.0(k)9D: Outdoor lighting for residential parking lots and residential carports with a total of eight or more vehicles per site shall comply with the applicable requirements in § 1 10.9, §130.0, $130.2, $130.4, § 140.7 and § 141.0. § 150.0(k)10: Internally illuminated address signs shall comply with § 140.8; or shall consume no more than 5 watts of power as determined according to § 130.0(c). § 150.0(k)11: Lighting for residential parking garages for eight or more vehicles shall comply with the applicable requirements for nonresidential garages in §110.9, §130.01 $130.1, § 130.4, §140.6, and §141.0. In a low-rise multifamily residential building where the total interior common area in a single building equals 20 percent or less of § 150.0(k) I2A: the floor area, permanently installed lighting for the interior common areas in that building shall be high efficacy luminaires or controlled by an occupant sensor. In a low-rise multifamily residential building where the total interior common area in a single building equals more than 20 percent of the floor area, permanently installed lighting in that building shall: 150.0(k)126: i. Comply with the applicable requirements in § 110.9, § 130.0, § 130. 1, § 140.6 and § 141.0; and ii. Lighting installed in corridors and stairwells shall be controlled by occupant sensors that reduce the lighting power in each space by at least 50 percent. The occupant sensors shall be capable of turning the light fully On and Off from all designed paths of ingress and egress. Solar Ready Buildings: Single family residences located in subdivisions with ten or more single family residences and where the application for a § 110.10(a)l: tentative subdivision map for the residences has been deemed complete, by the enforcement agency, on or after January 1, 2014, shall comply with the requirements of § 110.10(b) through § 110.10(e). § 110.10(a)2: Low-rise multi -family buildings shall comply with the requirements of § 110.10(b) through § 110.10(d). The solar zone shall have a minimum total area as described below. The solar zone shall comply with access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other Parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area shall be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for §1 10.10(b)l: buildings with roof areas greater than 10,000 square feet. For single family residences the solar zone shall be located on the roof or overhang of the building and have a total area no less than 250 square feet. For low-rise multi -family buildings the solar zone shall be located on the roof or overhang of the building or on the roof or overhang of another structure located within 250 feet of the building or on covered parking installed with the building project and have a total area no less than 15 percent of the total roof area of the building excluding any skylight area. § 1 10.10(b)2: All sections of the solar zone located on steep -sloped roofs shall be oriented between 110 degrees and 270 degrees of true north. § 110.10(b)3A: No obstructions, including but not limited to, vents, chimneys, architectural features, and roof mounted equipment, shall be located in the solar zone. Any obstruction, located on the roof or any other part of the building that projects above a solar zone shall be located at least twice § 1 10.10(b)3B: the distance, measured in the horizontal plane, of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the solar zone, measured in the vertical plane. § 110.10(b)4: For areas of the roof designated as solar zone, the structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. The construction documents shall indicate: a location for inverters and metering equipment and a pathway for routing of conduit § 110.10(c): from the solar zone to the point of interconnection with the electrical service (for single family residences the point of interconnection will be the main service panel); a pathway for routing of plumbing from the solar zone to the water -heating system. § 1 10.10(d): A copy of the construction documents or a comparable document indicating the information from § 110.10(b) through § 110.10(c) shall be provided to the occupant. § l 10.10(e)1: The main electrical service panel shall have a minimum busbar rating of 200 amps. The main electrical service panel shall have a reserved space to allow for the installation of a double pole circuit breaker for a § 1 10.10(e)2: future solar electric installation. The reserved space shall be: positioned at the opposite (load) end from the input feeder location or main circuit location, and permanently marked as "For Future Solar Electric". HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name SINGLE HOUSE REMODEL Date 12/2/2015 System Name WHOLE HOUSE Floor Area 1,532 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL CFM Total Room Loads 1,726 Return Vented Lighting Return Air Ducts Return Fan Ventilation 0 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output per System 81,600 28,938 1,353 485 24,003 Total Output Btuh 81,600 0 Output Btuh/sgft 53.3 1,671 1,180 Cooling System 0 0 Output per System 45,000 0 0 0 0 Total Output Btuh 45,000 0 F 1,353 0 Total Output Tons 3.8 1,671 1,180 Total Output Btuh/sgft 29.4 Total Output s ftfTon 408.5 32,279 26,362 Air System CFM per System 1,600 HVAC EQUIPMENT SELECTION Airflow cfm 1,600 CARRIER 24ABB348/58CVA-135-22 (4 TON) 30,173 10,762 81,600 Airflow cfmisgft 1.04 Airflow cfmlTon 426.7 Outside Air % 0.0% Total Adjusted System Output 30,173 10,762 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK Aug 3 PM 81,600 Jan 1 AM Outside Air cfm/s ft 0.00 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26 OF 10 Outside Air 0 cfm 67 OF 67 OF 115 OF 115 OF 10 � ��=-.-•►----�1�. Heating Coil Supply Fan 115 OF 1,600 cfm ROOM 68 OF COOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 112 / 78 OF Outside Air Ar 0 cfm 79 / 66 OF 79 / 66 OF 61 / 60 OF 61160 OF 0 Q.�,.r� Cooling Coil Supply Fan 62 / 61 OF 1,600 cfm 53.8% ROOM 78 / 66 OF EnergyPro 6.7 by EnergySoft User Number: 1919 RunCode: 2015-12-02T15:34:33 ID: T15 -1976R Page 15 of 18 ROOM LOAD SUMMARY SINGLE HOUSE REMODEL 12/2/2015 System Name Floor Area WHOLE HOUSE 1,532 ROOM LOAD SUMMARY ROOM COOLING PEAKCOIL COOLING PEAK COIL HTG. PEAK Zone Name Room Name Mult. I CFM Sensible Latent CFM Sensible Latent CFM Sensible EXISTING AREA EXISTING AREA 1 1,726 28,938 1,353 1,7261 28,9381 1,353 4851 24,003 1,353 485 24,003 1,353 485 24,003 of 18 ROOM HEATING PEAK LOADS Project Name SINGLE HOUSE REMODEL Date 12/2/2015 ROOM INFORMATION DESIGN CONDITIONS Room Name EXISTING AREA Floor Area 1,532.0 ft2 Indoor Dry Bulb Temperature 68 °F Time of Peak Jan 1 AM Outdoor Dry Bulb Temperature 26 OF Conduction Area X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X to Ceiling U-Value X X X X X X X X X X X X X X' X X X X X X X X X X X X X X X X X AT *F = = = = c = = = = = = = = _ = = = = = = = = = = = = 42 Btu/hr R-30 Roof Attic 1,152.0 0.0310 42 1,500 R-15 Wall 1,159.6 0.0950 42 4,627 Default Single Metal Clear 195.6 1.1900 42 9,776 Slab-On-Grade perim = 169.4 0.7300 42 5,194 R-30 Roof Cathedral 380.0 0.0350 42 559 Items shown with an asterisk (') denote conduction Infiltration:[ 1.00 X 1.064 Schedule Air Sensible Fraction through an interior surface X 1,532 X Area another room 8.00 X 0.257 Height ACH Page Total /60] X AT 21,655 _ 2,348 TOTAL HOURLY HEAT LOSS FOR ROOM 24,003 EnergyPro 6.7 by EnergySoft User Number: 1919 RunCode: 2015-12-02715:34:33 ID: T15-1976R Page 17 of 18 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Name Date SINGLE HOUSE REMODEL 1 12/2/2015 ROOM INFORMATION DESIGN CONDITIONS Room Name EXISTING AREA Outdoor Dry Bulb Temperature 112 OF Floor Area 1,532.0 ft2 Outdoor Wet Bulb Temperature 78 OF Indoor Dry Bulb Temperature 78 OF, Outdoor Daily Range: 34 OF Opaque Surfaces Orientation Area U -Factor CLTD' Btu/hr R-30 Roof Attic (N) 1,152.0 X 0.0310 X 56.0 = 2,000 R-15 Wall (W) 314.2 X 0.0950 X 33.0 = 985 R-15 Wall (E) 349.4 X 0.0950 X 33.0 = 1,095 R-15 Wall (N) 240.0 X 0.0950 X 23.0 = 524 R-15 Wall (S) 256.0 X 0.0950 X 26.0 = 632 R-30 Roof Cathedral (N) 380.0 X 0.0350 X 56.0 = 745 X X = XX = X X = Page Total 5.982 Items shown with an asterisk (`) denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Shaded Unshaded Fenestration Orientation Area GLF Area GLF Btu/hr WINDOWS (W) 0.0 X 52.6 + 95.4 X 98.6 = 9,411 WINDOWS (E) 0.0 X 52.6 + 60.2 X 98.6 = 5,939 WINDOWS (N) 0.0 X 52.6 + 24.0 X 52.6 = 1,262 WINDOWS (S) 0.0 X 52.6 + 16.0 X 52.8 = 844 X + X = X + X = X + X = X + X = X + X - Page Total 1 17,456 Internal Gain Btu/hr Occupants 4fi Occupants X 245 Btuh/occ. = 1,126 Equipment 1,532 Floor Area X 0.50 w/sgft = 2,614 Infiltration: 1.064 X 0.87 X 56.17 X 34 = 1,760 Air Sensible CFM ELA AT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 28,938 Latent Gain Btu/hr Occupants 4 6 Occupants X 155 Btuh/occ. = 712 Infiltration: 4,771 X 0.87 X 56.17 X 0.00276 = 641 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 712 Ener Pro 6.7 by Ener Soft User Number: 1919 Run Code: 2015-12-02715:34:33 /D: T15 -1976R Pae 18 of 18 MIN, Residential Gas Watear Heaters A M he PROMAXID POWER DIRECT VENT o 11e PrnMax Power Direct vent water heaters have been engineered to maximize efficiency and deliver a greater energy factor (EF). ENERGY STAR® QUALIFIED All models meet the September 2010 ENERGY STAR® EF requirement and may also qualify for local utility and rebate programs * Dynaclean" li dip tube optimizes inlet water pressure to minimize cold water regions within the tank. The self-cleaning action also reduces sediment accumulation on the bottom of the tank. 91 Hot -surface ignitor is more robust and reliable than standing pilot, and reduces energy consumption ® Built-in heat traps on the water inlet and outlet reduce the amount of heat lost through piping 19 2 -inch, thick, "Environmentally -Friendly" foam insulation reduces the amount of heat loss and contributes to overall energy efficiency BLUE DIAMOND° GLASS COATING M An A. O. Smith exclusive provides superior corrosion resistance compared to the industry -standard glasslining COWER DIRECT VENT DESIGN Combined horizontal and vertical vent runs up to 180 equivalent feet with �" diameter venting (ABS, PVC, CPUC and polypropylene) KI Two -pipe sealed combustion system uses outside air, eliminating problems caused by insufficient indoor ventilation 9 Reduced NOx emissions comply with air quality management district regulations USER-FRIENDLY GT State-of-the-art electronic gas control provides more precise temperature control Fi LED control light displays operation status and diagnostics information M Factory -installed T&P and a durable, tamper-resistant brass drain valve are positioned for service accessibility Z AI ABLE IN NATURAL GAS AND PROPANE r zAR LIMITED TANK AND PARTS WARRANTY A. 0. Smith Corporation • 500 Tennessee Waltz Parkway -Ashland City, TP: 37015 0 800.527-1953 Toll-free USA v urnnr,hotwater,com Series 200/201 ENERGY ST w Page I of 2 Revised November20i4 AOSRGA5900 w 1�% Page I of 2 Revised November20i4 AOSRGA5900 'Alt ITI I Residential Gas Water Hea.ters R LL PROMAX° POWER DIRECT VENT DIMENSIONS MODEL NUi�+6ER' SERIES . HEIGHT TO HEIGHT TO TOP. OF. < TOP,AF BLOWER TANI( A, y B' ,. DIAMETER C_ OVERAI L DEP7H D HEIGHT To t3 ^ DAAIN E" `HEIGHT T0. GAS INLET F HEIGHT 701&P G HEIGHTTO UPPER SIDE 7 CONNECT- G EIGHT HTO LOWEI ; IDE; CONNECT H SHIPPING WEIGHT LBS. GPOL 40 200 58-1/4 49-1/2 22 29-7/8 11 13-1/4 42-3/8 42-3/8 15-1/4 174 GPDT 50 200 67-1/2 58-3/4 22 29-7/8 i1 13.1/4 51-3/4 51-3/4 15-1/4 192 GPDX 50L 200 69 60.1/4 22 29-7/8 11 13-1/4 52-3/4 52-3/4 15-1/4 200 ~ GPDX 75L 200 70-518 60-1/2 26 — 33-7/8 —� Il 13-1/4 53 53 15-1/4 277 — All dimensions in inches. Side connections available on GPDL and GPDT models. Add "L" to the model number, e.g. GPDL-40L.. Side connections are standard on GPDX models. Natural gas models cited are series 200. Propane models are series 201 All models rated for installation at altitudes up to 10,100 ft. SPECIFICATIONS - �4Si. '` b �c r•f �,>✓ � �fIRST r.Y3 - ' I 180' z r; k` _ 2 a, y .•{ zHOUR''M1 RECOVERY:4� MODEL <. GALLON' INPUT. ` ENERGY, RATING`- 90 F•RISE NUMBER CAPACITY,, i' BTU/H'' ;"FACTOR J"USG' GPDL 40 40 40,000 0.71 71 45.2 GPDT 50 50 45,000 0.70 93 50.3 GPDX 50L 50 62,000* 0.711 115 72.6 GPDX 75L I 75 72,000 10.69 I 154 82.4 *Propane model has an input of 58,000 Btu/h VENT LENGTH MODEL' NUMBER' MAXIMUM VENT LENGTH ' EQ. FT. ' 0.2 a 0'3" 7d ,� GPDL 40 50' 125' I 180' GPDT 50 50' 125' 180' GPDX 50L N/A 50' 125' GPDX 75L N/A 50' r 125' OPTIONAL VENT KITS DESCRIPTION PART NUMBER 2" Vent Kit - Coupling, termination elbows, sound suppressor I 330828-000 3" Vent Kit termination elbows, �Coupling, Sound suppressor 330851-000 2" Concentric Vent Kit 9008586005 – _ — ?" Concentric Vent Kit 9006328005 Fli Ambient Kit `— 9009024015 1-- 0 C t B • I + I I I ' I L I ! mod . I i .< } '�•4 ,:� - ,. -. .�{ a3Ft'�q d : � � rad, , - - c�i(I��af In jomtatron tall t 677 737 3840 A. 0. Smdh CorQarahon reserlres the right to make prgduct dlertges or rmprgv�tenu trirtthout prror nop�`g. Revised November 2014 Page 2 of 2 .58CVA/CVX' .4 -WAY MULTIPOISE FURNACE C'Ll y'y'6ei ' Input Capacities: 70,000 thru'155,000,Btuh Product Data �I�rF1NT'I'Y` Sr.rlcs Com jfortHeat_ ' — IdealHumie6t 9f _ I _ ;I .j I i ........... A04042 Iso 9001:2000 Gti +CR sPT 1 P��� ® AE01sTEAEo MEETS DOE RESIDENTIAL CONSERVATION EFFICIENCY I SERVICES PROGRAM STANDARDS. RATING CERTIFIED ama Before purchasing this appliance, read important energy cost and efficiency information available from your retailer. THE INFINITY° 80 GAS FURNACE The Infinity'rM 80 Variable -Speed, 4 -way Multipoise Gas Furnaces offer unmatched comfort with Com- fortHeatTM technology and ldealHumidityTM in an 80% AFUE gas furnace. You get all the benefits of a ComfortHeat technology furnace: reduced drafts, reduced sound levels, longer cycles, less temperature swings between cycles, and less temperature differ- ences between rooms. With the variable speed blower motor, homeowners can now economically run con- stant fan to help eliminate temperature differences throughout the house and to get better indoor air qual- ity. This IdealHumidity furnace also increases comfort in the surmner by wringing out extra humidity when needed. The Infinity 80 furnaces are approved for use with natural or propane gas, and the 58CVX is also approved for use in Low NOx Air Quality Manage- ment Districts. Carrier InfinityTM System When the Infinity 80 vari- able -speed gas furnace is matched with the Infinity Control and an air conditioner or heat pump, you will experience the ultimate in ComfortHeat and Ideal Hurnidity through unparalleled control of temperature, humidity, indoor air quality, and zoning. The Carrier Infinity System also provides unprecedented ease of use through on-screen, text -based service reminders and equipment malfunction alerts. For even greater comfort and convenience, match the Infinity 80 furnace with an Infirvty air conditioner or heat pump. This will create a fully communicating sys- tem, requiring only 4 thermostat wires between system components, and troubleshooting can even be done in the future from the outdoor unit without entering the home. Optional remote access through telephone or Intemet is also available when combined with a remote connec- tivity kit. STANDARD FEATURES • Infinity'rM System -match with the InfinityT'd Con- trol for InfinityTM System benefits • ComfortHeatTM Technology Intelligent microprocessor control • Two-stage heating with single -stage thermostat with patented Adaptive Control Technology . 110.20 ".ti' . '-135 22* 155 22 ' „ 8 9, 000 107, 000 125,000 t y f Ph sica9'data 70;000 82,000 85,000 UNIT SIZE:' , ' ., f, .zFi:F t a" •," * `; ,'g 07012. 090-16 Alf 58CVA; 58CVX Upffow High 54,000 71,000 OUTPUT CAPACITY BTUH* I Low 35,000 47,000 (Nonweatherized ICS) t 58CVX Downflow/Horizontal High 51,000 68,000 . 110.20 ".ti' . '-135 22* 155 22 ' „ 8 9, 000 107, 000 125,000 59,000 70;000 82,000 85,000 102,000 1 119,000 Minimum Inlet Pressure (In. wc) 4.5 (Natural Gas) Maximum Inlet Pressure (In. wc) 13.6 (Natural Gas) IGNITION DEVICE Hot Surface Gas input ratings are certified for elevations to 2000 ft. For elevations above 2000 ft, reduce ratings 4 percent for each 1000 ft above sea level. Refer to National Fuel Gas Code Table F4 or furnace Installation Instructions. In Canada, derate the unit 10 percent for elevations 2000 to 4500 ft above sea level t Capacity in accordance with U.S. Government DOE test procedures. $ Airflow shown is for bottom only return -air supply in comfort mode (as -shipped). For air delivery above 1800 CFM, see Air Delivery Table for other options. A filter is required for each return -air supply. ICS - Isolated Combustion System Blower performance data �UNIT,SIZE .3.s,.+ !.°.070 12'�„' x.:090 16... 11U -20"..<,F135-22, Low 1 35,000 47,000 59,000 70,000 1 82,000 INPUT BTUH' All 58CVA; 58CVX Upflow High Low 66,000 43,500 88,000 58,000 110,000 72,500 132,000 87,000 154,000 101,500 58CVX Downflow/Horizontal High 63,000 84,000 1 105,000 1 126,000 Low 43,500 58,000 1 72,500. 1 87,000 147,000 1 101,500 SHIPPING WEIGHT (lb) 10 x 8 127 151 1 162 1 177 1 183 CERTIFIED TEMP RISE RANGE (°F) High Low 30-60 30-60 40-70 30-60 1 40-70 1 1 25-55 1 40-70 25-55 1 45-75 1 30-60 CERTIFIED EXT STATIC Heating PRESSURE Cooling High Low 0.12 0.5 0.15 0.5 0.20 0.5 0.20 0.5 0.20 0.5 AIRFLOW CFM$ Heating-High/Low Cooling 1180/735 1225 1210/985 1400 1475/1320 1 2095 1915/1700 2100 1970/1715 2095 AFUE% Nonweatherized ICS 80.0 80.0 80.0 1 80.0 80.0 LIMIT CONTROL SPST HEATING BLOWER CONTROL Solid -State Time Operation BURNERS (Monoport) 3 4 1 5 1 6 7 GAS CONNECTION SIZE 1/2 -in. NPT GAS VALVE (Redundant) Manufacturer White -Rodgers Minimum Inlet Pressure (In. wc) 4.5 (Natural Gas) Maximum Inlet Pressure (In. wc) 13.6 (Natural Gas) IGNITION DEVICE Hot Surface Gas input ratings are certified for elevations to 2000 ft. For elevations above 2000 ft, reduce ratings 4 percent for each 1000 ft above sea level. Refer to National Fuel Gas Code Table F4 or furnace Installation Instructions. In Canada, derate the unit 10 percent for elevations 2000 to 4500 ft above sea level t Capacity in accordance with U.S. Government DOE test procedures. $ Airflow shown is for bottom only return -air supply in comfort mode (as -shipped). For air delivery above 1800 CFM, see Air Delivery Table for other options. A filter is required for each return -air supply. ICS - Isolated Combustion System Blower performance data �UNIT,SIZE .3.s,.+ !.°.070 12'�„' x.:090 16... 11U -20"..<,F135-22, DIRECT -DRIVE MOTOR Hp (ECM) 1/2 1/2 1 1 1 MOTOR FULL LOAD AMPS 7.7 7.7 12.8 12.8 12.8 RPM (Nominal) 300-1300 300-1300 300-1300 300-1300 300-1300 BLOWER WHEEL DIAMETER x WIDTHS (In.) 10 x 6 10 x 8 11 X10 11 x 11 11 x 11 ECM -Electronically Commutated Motor, Variable Speed 24ABB3 Base'm 13 Air Conditioner Ckrrier.. with Puron@ Refrigerant Product Data P(V eron. Neem wenWly sauna rehlgerenl Carrier's Air Conditioners with Puronm refrigerant provide a collection of features unmatched by any other family of equipment. The 24ABB has been designed utilizing Carrier's Puron refrigerant. The environmentally sound refrigerant allows you to make a responsible decision in the protection of the earth's ozone layer. As an Energy Star© Partner, Carrier Corporation has determined that this product meets the Energy Star® guidelines for energy efficiency. Refer to the combination ratings in the Product Data for system combinations that meet Energy Star® guidelines. NOTE: Ratings contained in this document are subject to change at any time. Always refer to the AHRI directory (www.ahridirectory.org) for the most up-to-date ratings information. INDUSTRY LEADING FEATURES / BENEFITS Efficiency • 13.0 - 13.2 SEER/10.8- 11.0 EER (based on tested combinations) • Microtube Technology - refrigeration system • Indoor air quality accessories available Sound • Sound level as low as 75 dBA • Sound level as low as 74 dBA with accessory sound blanket Comfort • System supports Edge® Thermidistat' or standard thermostat controls Reliability • Puron® refrigerant - environmentally sound, won't deplete the ozone layer and low lifetime servce cost. • Scroll compressor • Intemal pressure relief valve • Intemal thermal overload • Filter drier • Balanced refrigeration system for maximum reliability Durability WeatherArmor- protection package: • Solid, durable sheet metal construction • Dense wire coil guard available (3-phase units come standard with dense wire coil guard) • Baked -on, complete outer coverage, powder paint Applications • Long -line - up to 250 feet (76.20 m) total equivalent length, up to 200 feet (60.96 m) condenser above evaporator, or up to 80 ft. (24.38 m) evaporator above condenser (See Longline Guide for more information.) • Low ambient (down to -20°F/ -28.9°C)) with accessory kit PHYSICAL DATA UINIT SIZE SERIES 18-31 24-31 .30-31,51 36-31,51,61 42-30,50,60 48-31,51,61,11 60-32 60-52,62,12 Operating Weight Ib (kg) 107 (48.5) 110 (50.0) 111 (50.3) 141 (64.0) 190 (86.2) 186 (84.4) 190 (86.2) 215- (97.5) Shlpping Weight Ib (kg) 130 (60.0) 134 (60.8) 136 (61.7) 170 (77.1) 218 (98.9) 224 (101.6) 226 (102.5) 250 (113.4) Compressor Type Scroll REFRIGERANT Purono (R -410A) Control TXV (Purono Hard Shutoff) Charge Ib (kg) 3.50 (1.6) 3.80 (1.7) 4.10 (1.9) 5.34 (2.4) 5.84 (2.7) 7.00 (3.2) 8.19 (3.7) 8.00 (3.6) COND FAN Propeller Type, Direct Drive Air Discharge Vertical Air Qty (CFM) 1792 2218 2218 2954 3167 3365 3365 3365 Motor HP 1/12 1/10 1/10 1/4 1/5 1/4 1/4 IA Motor RPM 1100 1100 1100 1100 1100 1100 80o 1100 COND COIL Face Area (Sq ft) 8.40 8.40 9.80 13.13 17.25 19.40 12.93 15.09 Fins per In. 20 25 25 25 25 25 20 20 Rows 1 1 1 1 1 1 2 2 Circuits 3 3 3 3 4 5 5 6 VALVE CONNECT (In. ID) Vapor 3/4 3/4 3/4 7/8 7/8 7/8 7/8 7/8 Liquid 3/8 3/8 3/8 3/8 .3/8 3/8 3/8 3/8 REFRIGERANT TUBES* (In. OD) Rated Vapor* 3/4 7/8 1-1/8 Max Liquid Linet 3/8 * Units are rated with 25 it (7.6 m) of lineset length. See Vapor Line Sizing and Cooling Capacity Loss table when using other sizes and lengths of lineset. Note: See unit Installation Instruction for proper installation. t See Liquid Line Sizing For Cooling Only Systems with Puron Refrigerant tables. AHRI COMBINATION RATINGS* CONTINUED Ref. No. Model Number Indoor Model Furnace Model Capacity EERA SEER 0021 24ABB342(A,W)30 CNPV*4221A**+TDR 41,000 11.0 13.0 0025 g 24ABB342(A,W)30 CNPV*4821A** 58MV(B,C)080-14 40,500 11.2 13.5 49946 24ABB342(A,W)30 CNPV*4821A** 58PH*090-16" 41,000 12.0 14.0 50024 24ABB342(A,W)30 CNPV*4821A**+TDR 41,500 11.0 13.2 3250029 24ABB342(A,W)30 CNPV*4824A** 58CV(A,X)135-22 41,000 11.7 14.0 3249982 24ABB342(A,W)30 CNPV*4824A** 581VIEI3120=20 41,000 12.0 14.0 3250028 24ABB342(A,W)30 CNPV*4824A** - 58MV(B,C)040-14 41,000 11.2 13.5 3249948 24ABB342(A,VV)30 CNPV*4824A*.* 58PH*135-20 41,000 12.0 14.0 3250027 24ABB342(A,W)30 CNPV*4824A**+TDR 41,500 11.0 13.2 3249995 24ABB342(A.M30 CSPH*4212A** 58MEB040-12 41,000 11.7 14.0 3249996 24AB8342(A,W)30 CSPH*4212A** 58MEB060-12 41,000 11.7 14.0 3249998 24ABB342(A,W)30 CSPH*4212A** 58MES080-16 41,000 11.7 14.0 3249999 24ABB342(A,W)30 CSPH*4212A** 58MEB100-20 41,000 12.0 14.0 3250000 24ABB342(A,W)30 CSPH*4212A** 58MES120-20 41,000 12.0 14.0 3249957 24ABB342(A,W)30 CSPH*4212A** 58PH*070-16 40,500 11.5 13.5 3249958 24ABB342(A,W)30 CSPH*4212A** 58PH*090-16 40,500 11.7 14.0 3249959 24ABB342(A,W)30 CSPH*4212A** 58PH*110-20 40,500 12.0 14.0 3250037 24ABB342(A,W)30 CSPH*4212A**+TDR 41,000 11.0 13.2 3250001 24ABB342(A,M30 CSPH*4812A** 58MEB040-12 41,000 11.7 14.0 3250002 24ABB342(A,W)30 CSPH*4812A** 58MEB060-12 41,000 11.7 14.0 3250003 24ABB342(A,W)30 CSPH*4812A** 58MEB080-12 41,000 11.7 14.0 3250004 24AB8342(A,W)30 CSPH*4812A** 58MEB080-16 41,000 11.7 14.0 3250005 24ABB342(A,W)30 CSPH*4812A** 58MEB100-20 41,000 12.0 14.0 3250006 24ABB342(A,W)30 CSPH*4612A** 56MES120-20 41,000 12.0 14.0 3250041 24ABB342(A,W)30 CSPH*4812A** 58MV(B,C)040-14 41,000 11.2 13.5 3249963 24ABB342(A,W)30 CSPH*4812A** 58PH*110-20 41,000 12.0 14.0 3249964 24ABB342(A,W)30 CSPH*4812A** 58PH*135-20 41,000 12.0 14.0 3250040 24ABB342(A,W)30 CSPH*4812A**+TDR 41,500 11.0 13.2 3250047 24ABB342(A,W)30 FV4BN(B,F)003 40,500 11.5 14.0 3250048 24ABB342(A,W)30 FV4BN(B,F)005 41,500 11.7 14.0 3250049 24ABB342(A,W)30 FV4BNB006 42,500 12.0 14.0 3250045 24ABB342(A,W)30 FX4CN(B,F)042 41,500 11.2 13.5 3250043 24ABB342(A,W)30 FY4ANF042 41,000 11.0 13.0 T 3491211 24ABB342A50 tCAP**4221A**+TDR 41,000 11.0 13.0 3491213 24ABB342A50 CAP**4224A**+TDR 41,000 11.0 13.0 3491214 24ABB342A50 CAP**4817A**+TDR 40,500 11.0 13.2 3491215 24ABB342A50 CAP**4821A**+TDR 41,500 11.0 13.2 3491216 24ABB342A50 CAP**4824A**+TDR 41,500 11.0 13.2 3491222 24ABB342A50 CNPF*4818A**+TDR 41,500 11.0 13.2 3491220 24ABB342A50 CNPH*4221A**+TDR 41,000 11.0 13.0 3491221 24ABB342A50 CNPH*4821A**+TDR 41,500 11.0 13.2 3491212 24ABB342A50 CNPV*4217A**+TDR 41,000 11.0 13.0 3491217 24ABB342A50 CNPV*4221A**+TDR 41,000 11.0 13.0 3491218 24ABB342A50 CNPV*4821A**+TDR 41,500 11.0 13.2 3491219 24ABB342A50 CNPV*4824A**+TDR 41,500 11.0 13.2 3491223 24ABB342A50 CSPH*4212A**+TDA 41,000 11.0 13.2 3491224 24ABB342A50 CSPH*4812A**+TDR 41,500 11.0 13.2 N:r°.... y+ i I, tlij'l' b�71u .f.' '8'». .ti, iL w v tti, <3b t'.A"' l ,j�"1.s1• ,r'jM& (.£ & 'S:? ;JF 3 �'ff!�i' 3.'::~ �-ii%,:;4' rd 1.. 5 .k'•ai� w' 'r 1,T .:s'..h'f' X`�:tt5d 3491641 24ABB342A60 TCAP**4221A**+TDR 41,000 11.0 13.0 3491643 24ABB342A60 CAP**4224A**+TDR 41,000 11.0 13.0 3491644 24ABB342A60 CAP**4817A**+TDR 40,500 11.0 13.2 3491645 24ABB342A60 CAP**4821A**+TDR 41,500 11.0 13.2 3491646 24ABB342A60 CAP**4824A**+TDR 41,500 11.0 13.2 3491652 24ABB342A60 CNPF*4818A**+TDR 41,500 11.0 13.2 3491650 24ABB342A60 CNPH*4221A**+TDR 41,000 11.0 13.0 3491651 24ABB342A60 CNPH*4821A**+TDR 41,500 11.0 13.2 3491642 24ABB342A60 CNPV*4217A**+TDR 41,000 11.0 13.0 3491647 24ABB342A60 CNPV*4221A**+TDR 41,000 11.0 13.0 3491648 24ABB342A60 CNPV*4821A**+TDR 41,500 11.0 13.2 3491649 24ABB342A60 CNPV*4824A**+TDR 41,500 11.0 13.2 3491653 24ABB342A60 CSPH*4212A**+TDR 41,000 11.0 13.2 3491654 24ABB342A60 CSPH*4812A**+TDR 41,500 11.0 13.2 5.- _ ° , k', f' ,# t < tf a u z' h 1.,)6, F a? rS :'€ ( k t �•:" .xt;a��'� �Si ;s_ax Lf ;s§s� 3250050 24ABB348(A,W)31 TCAP**4821A**+TDR 46,000 11.0 13.2 3250143 24ABB348(A,W)31 CAP**4817A** 58MEB080-16 45,000 11.0 1 13.5 3250051 24ABB348 A 31 CAP**4817A**+TDR 45,000 11.0 13.2 3250055 24ABB348(A,V1)31 CAP**4821A** 58CV(A,X'1IQ- 20 45,000 11.7 13.5 3250053 A,W)31 CAP**4821A** -M B,C)080-20 44,500 11.5 13.5 3250054 24ABB348(A,W)31 CAP**4821A** 58MV(B,C)100-20 45,000 11.2 13.5 3250056 24ABB348(A,W)31 CAP**4821A** 58PH*090-16 45,000 11.7 13.5 3250057 24ABB348(A,W)31 CAP**4821A** 58PH*110-20 45,000 1 11.7 14.0 3250060 24ABB348(A,W)31 CAP**4824A** 58CV(A,X)135-22 45,000 1 11.7 1 14.0 See notes on page 21 19 4 Tvr[ R-15 High Dcensity Eco i ouch° Pf N1 K1 F=iberglas IIMOMTIONI FOR LIVING` Friction -fit unfaced insulation between studs after cover material has been installed on one side of the cavity. • Use wire or metal straps to hold insulation in place in applications without a cover material. When faced insulation is used, staple attachment flanges to face or side of stud every 8" to 12" to prevent gaps along the edge of the vapor retarder. • Owens Corning does not require that faced insulation be stapled. Applicable Standards Unfaced R-15 EcoTouch' insulation complies with ASTI`1 C665, Type I and ASTM E 136. Kraft -faced R-15 insulation complies with ASTI`1 C665, Type II, Class C. Federal Specification HH -1-521F has been cancelled and is replaced by ASTM C665. The thermal resistance value for R-15 EcoTouch-:' insulation was tested in accordance with ASTM C518; R -value for insulation only. The surface burning characteristics of R-15 EcoTouch`4' insulation were derived frorn products tested In accordance ,•rdith ASTM E84. This standard Disclaimer of Liability •.:hnl..e� '.(r,: �'v:n',I e. i��i:',•.':1 '.. .. , '. furl: ,l',n.�' ... .C�p�^ .. 'onir .:.(' i',c _:�'. .unrJ . _,. r... r,,rn• ..:L.^ Gal hu a<eu ar.�� o..l�•I,.,i;•6:. r,r:1 to ,..r:i aL*<i rx _I 1%11: 1i I ma' I s a ial r':"P' ( STAr ;Ind •1'c Insulation for 2x4 Exterior Walls Product Data Sheet is used solely to measure and describe properties of products in response to heat and flame under controlled laboratory conditions. These numerical ratings are not intended to reflect Hazards presented by this or any other material under actual fire conditions. Values are reported to the nearest five rating. The vapor retarder perrrmeance of the kraft facing on R-15 EcoTouch° insulation was developed frorn tests conducted in accordance with ASTM E96, desiccant method. Warning: Kraft facing will burn. Do not leave exposed. Facing must be installed in substantial contact with an approved ceiling, floor cr wall rnaterial. Keep open flame and other heat sources away frorn facing. Do not place insulation within 3" of light fixtures or similar electrical devices unless device is labeled for- contact orcontact with insulation. Use only unfaced insulation between wood framing and masonry chimneys. Do not use insulation in spaces around metal chimneys, fireplaces, or flues. Unfaced insulation is considered non-cornbustible by model building codes. Flame Spread 25 products are flame spread rated and can be left exposed where codes alloy,/. See package for warnings fire hazard and installation instructions, or call 1 -800 -GET -PINK'. Fiber Glass and Mold: As manufactured, fiber glass insulation is resistant to mold growth. However. mold growth can occur on building materials, including insulation, when it becomes contaminated with organic material and when water is present. To avoid mold growth onfiber glass insulation, remove any water that has accumulated and correct or repair the source of that water as soon as possible. Insulation that has become wet should be inspected for evidence of residual moisture and contamination, and any insulation that is contaminated should be promptly removed and replaced. Fiber glass insulation may cause temporary irritation to skin, eyes and respiratory tract. Wear long-sleeved, loose fitting clothing, gloves and safety glasses when handling and applying material, Wash with soap and water- after - handling. Wash work clothes separately and wipe out washer. Environment r FcnLngn' CCU-U1r IREENGUARD, xMi.r c•,�, a r.. OWENS COMING INSULATING SYSTEMS, LLC ONE OWENS CORI•rrhl G FL.RKw%Y TOLECO,OFIO41,659 • 1-800-GET-PINKr "Q, IMO4kF10111 FOA (ING' www.owenscorning.com �I Pub. No. 21148-E.'Prnted In U.S.A. June 2012. THE PIM P/,',1THER11 & T)1964-2012 Melro-Goldwyn-rvtayer Studios Inc. Pdl Rignts Reserved. The color PI1•IK is a registered trademark of Or: ens Co: •.^.ing.72012 O'oens Coa •Ir.g. 411 Rights Reserved. K-.15 l--iigh Density EcoTouchO' PINKO FiLerglasT`y Insulation for 2x4 Exterior Yvlalls INNOVATIONS FOR LIVING` l s,d R- IS EcoTbuch° Gnsulation Unfaced and Kraft -Faced Excellent Thermal Performance Owens Corning" R-15 EcoTouch"' insulation is specifically engineered to solve the efficiency problems of exterior 2x4 walls. "High density'' rneans more fibers per square inch. It delivers a higher P; value per square inch in less space than standard insulation products. R-15 EcoTouch'i' insulation is available in baits, unlaced and faced vvitf l a kraft vapor retarder, Long -Term Performance R-15 EcoTouch'�` insulation will not hold water, -thereby resisting the permanent loss of R -value. When properly installed, R-15 insulation will not settle or deteriorate, ensuring that the insulating value of the insulation is maintained for the life of the product. Maximum R -Value at Lower Costs R-15 EcoTouch'�' insulation is designed to allow the use of a thinner exterior sheathing while still easily achieving high recommended R. -values ler exterior v,,,alls. ;!,' t1 -lick R-15 EcoTouch ° insulation delivers '16% more R -value than standard R -I I fiber glass insulation. Product Data Sheet Product Data R -I5 EroToucc'' InSla3tlOn Width Length Thickness R -Value' 'Hood Frame Cons-truct'on 15" (3E1mnr) ;," (2316 n°'n) ;iS" (c9nvr;) IS.0 ?�" f524mm) The higner the R-:alue, the greater tie insulaun„ pc.%,cr. As.: your U'•r:e•'a Corning re_resentative for the fact shee on R_ValJe:. Available Vapor Retarder Facings Kraft Ma,.. by Volume I Water Absorption Max. by Volume Less than 5% Dimensional Stability !-inCar Shrv,kaee Lcss than 00°t Surface Burning Characteristics/Building Code Construction Classifications Products Flame Spread Smoke Developed ICBG BOCAI SBCCI ICC Unfaced '25 <50 All T.pes All Types All Types All Types Kra't-6-,ced 11UR i �;F. III. I''.( V 3. 4. _`• Ill. `/, VI Ill. P✓. V EcoTouchs Thermal batt insulation complies with Uni'orm Building Code (IC130), National Building Code (BOCAI), Slander ti u!Idr'g Code (SBCCI;. a:nd Internaticnsl Bv;:can- Codc ;ICC, model cod= requi'e,-,ente fot buildin.- construction types listed above. g eche€cal InfoH•E->'aa.tion The kraft facing on this insulation will burn and must not be left exposed. Install facing in substantial contact with the finish material. Protect frorn open flame or other heat source. Owens Corning recommends that a vapor retarder should be used in most climates. In climates requiring winter heating, the vapor retarder should be placed toward the warm -in -winter side. (In humid climates, like the Gulf Coast, follow local building practices fol- 'vapor retarder placerrlent.) In all applications u-_ing a ',vapor retarder, rnaintaining the facing inTegrity is important for effective moisture/humidity control. Repair any punctures or - tears in the facing by taping. 7r r■M■■u.■. utin. i.■u■rr■■r■■■■rr■un■■■r ■. ■C■mr■►■■ ■r■.■■C.r.nn ■■■■■nun ■n.r■C■■ •rrr�■■xll�rrr r■rr■Hrrr■Irr�r■/rrrrr■lr+r1■r11ur� Standard R -1I baits require the use of thick foam sheathing to achieve the recommended R-19 thermal performance. 3%z", R-15 Insulation Batts lJev: R.I`_ bans Calow the a>e of tninne,. lower cost pcalhiw: to +ch -ere '',e r___ _rded R.19 Vie -ma ork) --'ante. Due to the potential for skirl Irritation, uIMated thernnal batt insulation should not be used I or exposed applications where it will be subject to hurnan con tact. Application R-15 Er oTouch" 'nsulatlon Is intended to be fl fiction- fit between exterior v,/all wood studs,