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06-1551 (RC)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Application Number: 06-00001551 Owner: Property Address: 79740 HIGHWAY 111 STE 101 99C ONLY STORES APN: 649-020-040- - - C/O JEFF GOLD Application description: REMODEL - COMMERCIAL 4000 E UNION PACIFIC AVE Property Zoning: REGIONAL COMMERCIAL COMMERCE, CA 900,23 Application valuation: 8000 D Contractor: Applicant: Architect or Engineer: DENNIS & GRACIA P.O. BOX 5187 LA QUINTA, CA 92248 (760)587-8985 Lic. No.: 727211 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 Professionals Code, and my License is in full force and effect. Lic se Class: B License No.: 727211 /,A) ate: ontractor: _ - --- OWNER -BUILDER DECLARATION I hereby affirm under penalty of perju that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project ISec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with contractor(s) licensed pursuant to the Contractors' State License Law.). (_ 1 I am exempt under Sec. , B.&P.C. for this reason - Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). - Lender's Name: Lender's Address: LQPEn11T VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 9/12/06 e D SEP 13 2006 CITYCITY or JNTA mCOT 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 EXEMPT Policy Number EXEMPT Z I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. - WARNING: FAILURE TO SECURE WORK S' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINA ENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. ' APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives oft 's county to enter upon the above-mentioned property for i sp ction purposes. Date: ignature (Applicant or -Agent):= ,, r LQPERMIT Application -Number . . . . . .06-00001551 Permit . . . . . . BUILDING PERMIT Additional desc . Permit Fee ` 99.00 Plan Check Fee 64.35 Issue Date 6/19/06 Valuation . . . . 8000 Expiration Date 1/30/07 Qty Unit Charge Per Extension BASE FEE 45.00 6.00 9.0000 THOU BLDG 2,001-25,000 ---------------------------------------------------------------------------- 54.00 Permit . . . MECHANICAL Additional desc . Permit Fee . . . 37.00 Plan Check Fee 9.25 Issue Date 6/19/06 Valuation . . . . 0 Expiration Date 1/30/07 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 9.0000 EA MECH APPL.REP/ALT/ADD 9.00 2.00 6.5000 EA MECH VENT FAN ---------------------------------------------------------------------------- 13.00 Permit . . . PLUMBING Additional desc . Permit Fee 54.00 Plan Check Fee 13.50 Issue Date 6/19/06 Valuation . . . . 0 = Expiration Date -1/30/07 Qty Unit Charge Per Extension BASE FEE 15.00 4.00 6.0000 EA PLB FIXTURE 24.00 1.00 15.0000 EA PLB GAS METER 15.00 ---------------------------------------------------------------------------- Sp.ecial Notes and Comments tenant improvement ste 101. FIRST INTERSTATE MORTGAGE June 13, 2006 9:21:05 AM •jjohnson/9-12-06 CHANGE OF CONTRACTOR TO DENNIS & GRACIA ---------------------------------------------------------------------------- -- - Other• --Fees . . . . . . CHANGE OF CONTRACTOR 4.50 STRONG MOTION .(SMI) - COM 1.68 Fee summary Charged Paid Credited --------------------------------------------------------- Due Permit Fee Total 190.00 190.00 .00 .00 Plan Check Total 87.10 87.10 .00 .00 LQPERMIT Bin # City of La Quinta p(i Building U Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # - Project Address: '� !� _, 0Owner's 11 Name: A. P. Number: Address: Legal Description: City, ST, Zip: Contractor: � ✓GG� �v1�n\S Q,r►n�3 � zc�i Telephone:}` " Project Description: Address: 'FQ 6OX S) $-7 City, ST, Zip: L--2 Telephone: -?1 a State Lic. # : 7Z-7?— City Lic. #: Arch., Engr., Designer: Address: City, ST, Zip: Telephone: ty t State Lic. #: k Name of Contact Person: Construction Type: Occupancy: Project type (circle one): New Add'n Alter Repair Demo Sq. Ft.: #Stories: # Units: Telephone # of Contact Person: Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd TRACMG PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Cates. Reviewed, ready for corrections Plan Check Deposit Truss Cales. Called Contact Person Plan Check Balance Energy Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan" 2nd Review, ready for corrections/issue Electrical 'Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. II.O.A. Approval Plans resubmitted . Grading IN HOUSE:- 7rd Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees j Din # oty of ' La Quinta Building ar Safety Division P.O. Box 1504, 78495 Calle Tampico La QLdnta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address:llffo_J4 04, All - Owner's Nam A. P. Number. V Address: 5o Io Q. Fww?z CA tea 013 III Legal Description: FarAl Contractor: A•Con 4; 642 2-%21!� S7hw&kto n City, ST, Zip: CA 'AU00% —Telephone: %112- Egos= Project Description: %AAl 46:� t1go, Address:101 EQ 1219 City, ST, Zip- t Telephone: ve- me"vTE State Lic. # City Lic. #z Arch., Engr., i�gner Address: ?0 w —City, ST, Zip:1-2 ±24' Telephone: jb0_ _5_jS.j55 State Lic. #: Name of Contact Person: Reip-ecla Construction Type: Occupancy: Project type (circle one): New Add'n Gjj) Repair Demo _ Sq. FL: -ZOVO I# Stories: I # T Units: Telephone # of Contact Person: r&o. 5;1$ IS .21,79 TEstimated Value of Project: iB�Oot:) APPI IC DO NOT WRITE BELOW THIS LINE # Submittal Req -d RecOd TRACM G PERMIT FEES Plan Sets I Plan Check submitted item Amount* Structural Coles. Reviewed, ready i corrteddons Plan Check Deposit Truss Coles. Called Contact Person Plan Check Balance 71de 24 Coles. Plans picked up Construction Flood plain plan Plans resubmitted 1p Z, Mechanical plan 21! Review, ready for corrects e IVAGrading Electrical Subcontactor 1ist Called Contact Person C Plumbing Grant Deed Plans picked up &MJL R.O.A. Approval Plans resubmitted Grading IN HOUSE:- Review, ready for correctlonslIssue Developer Impact Fee Planning Approval Called Contact Person AJ.P.P, Pub. Wks. Appr Date of permit issue School Fees q_1y-_oc_ 14c,;�� I fI +qK� Total Perm _bJool Craig Anthony May 29, 2006 Fire Chief RIVERSIDE COUNTY FIRE DEPARTMENT In cooperation with the California Department of Forestry and Fire Protection 210 West San Jacinto Avenue. Perris, Calilorrila 92570. (909) §W:W * FFax Proudly serving the II Rebeca Dennis Unincorporated P.O. Box 5187 Areas of Riverside La Quinta, CA 92248 County and the Cities of: Re: Non -Structural Building Plan Review Banning LAQ-06-TI-039 / 79-740 Hwy 111, Ste. 101 Beaumont Fire Department personnel have reviewed and approved the plans you submitted for the above .;. referenced project. Please be advised the following conditions apply as a part of the conditions for the Calimesa issuance of a building permit. Canyon Lake 1) Fire sprinkler system plans for the tenant improvement area must be submitted to the Fire s Department for review, along with a plan/inspection fee. A licensed C-16 contractor will have to Coachella submit plans for review and approval and modify the fire sprinkler system in accordance with NFPA Desert Hot Springs 13, 1999 Edition., The approved plans, with Fire Department Job card must be at the job site for all inspections. Indian Wells .;. 2) Provide keys to the tenant space for inclusion in the main building Knox Box. Key(s) shall have Indio durable and legible tags affixed for identification of the correlating tenant space. 4. Lake Elsinore 3) Install portable fire extinguishers per Title 19, but not less than 2A1 OBC in rating. Contact a certified La4. extinguisher company for proper placement and spacing of equipment. Quinta 4) Approved building address shall be placed in such a position as to be plainly visible and legible from Moreno Valley .� the street and rear access if applicable. In multi -tenant buildings, businesses -shall post the Palm Desert business name and suite number on back doors as well as the front. Suite numbers or letters must 4. be a minimum of 6" in height. All addressing must be legible and of a contrasting color with the Perris background. Rancho Mirage Please contact the Fire Department Planning & Engineering staff for final inspection prior to occupancy. 4. San Jacinto Requests for inspections are to be made at least 72 hours in advance and may be arranged by calling 4. Temecula (760) 863-8886. All questions regarding the meaning of these conditions should be referred to the Fire Department Board of Supervisors - Planning & Engineering staff at (760) 863-8886. Bob Buster, Sincerely, District I John Tavaglione, Tracy Hobday District 2 Chief Fire Department Planner Jim Venable, District 3 Roy Wilson, By District 4 Walter Grandes Marion Ashley, Assistant Fire Marshal District s Cc: City of La Quinta — Building Dept. H:%PEZWP DatalLe QulntatPROJECTSUhaft PC LAQ-MT1-M.d= , EMERGENCY SERVICES DIVISION • PLANNING SECTION • INDIO OFFICE 82-675 Highway 111, 2"d R., Indio, CA 92201 • (760) 863-8886 • Fax (760) 863-7072 NAY -16-2005. 11!29 D'KNUDSON JOHNS NANU[LLE 909 595 1e39 P.02 johns arwil a Johns MainvUle Corporation Insulation Group 9760 S. Susan, Suite 110 Sona Ane, CA 92704 7144294200 714 429 4 4Z 1212 Fax 1vww.jm.cum . May 16, 2005 Viking Insulation 3014 Floyd Street Burbank., CA 91504 Attention: Mr. John Zimmerman Regarding: La Quinta, Moorefield Prco*t When applying two layers of fiber glass insulation together, the R -value of each layer is cumulative. . It is coinrnon practice to double up layers of fiber glass insulation to achieve a required R -value. as long as the application space cart accommodate both layers without compressing them. For -example, a layer of R -I I combined with a layer of R-19 installed in a .minimt,m space of approximately 10 inches would equal the performance of one layer of R-30. Please note: that where two layers of insulation are used, only one vapor retarder (if any) should be used. Thank you for your inquiry 1 Doug Knudson Senior Sales Representaive cc Toin Beckers, JM TOTAL P.02 1 Tom Tisdale Fire Chief Proudly serving the unincorporated areas of Riverside County and the Cities of: Banning .. Beaumont .. Cahmesa Canyon Lake 4. Coachella Desert Hot Springs 4. Indian Wells 4. Indio :• Lake Elsinore .;. La Quinta .. Moreno Valley :• Palm Desert 4. Perris 4. Rancho Mirage g. San Jacinto 4. Temecula Board of Supervisors Bob Buster, District 1 John Tavaglione, District 2 Jim Venable, District 3 Roy Wilson, District 4 Marion Ashley District 5 S RIVERSIDE COUNTY FIRE DEPARTMENT In cooperation with the California Department of Forestry and Fire Protection 82-675 Highway 111, 2nd FI., Indio, CA 92201 • (760) 863-8886 • Fax (760) 863-7072 February 17, 2004 KKE Architects 20321 SW Birch St., Ste. 201 Newport Beach, CA 92660 Re: Non -Structural Building Plan Review LAQ-04-BP-015 / Jefferson Plaza Phase II, Parcel 4 — Buildings A & C Fire Department personnel have reviewed and approved the plans you submitted for the above referenced project. Please be advised the following conditions apply as a part of the conditions for the issuance of a building permit. 1) These conditions are for a shell building and will receive a shell final only. No fire and.life safety clearance will be issued for a tenant space until the specific occupancy classification has been established and tenant improvement plans have been reviewed and conditioned by the Riverside County Fire Department. 2) Fire Department approval is based upon the 2001 CBC requirements for Group M occupancies. It is prohibited to use, process or store any materials in the occupancy that would classify it as a Group H occupancy per Sec. 307 of the 2001 CBC. 3) The Fire Department is required to set a minimum fire flow for the remodel or construction of all commercial buildings using the procedure established in the 2001 CFC. A fire flow of 1500 gpm for a 2 -hour duration at 20 psi residual operating pressure must be available before any combustible material is placed on the job site. 4) The required fire flow shall be available from a Super hydrant(s) (6" x 4" x 21/2' x 21/2") located not less than 25' or more than 165' from any portion of the building(s) as measured along approved vehicular travel ways. :Prior to,the-issuance-of,a building permit; applicant/developer shall furnish one blueline copy of the water system plans to the Fire Department for review. Plans shall conform to the fire hydrant types, location and spacing, and the system shall meet the fire flow requirements. Plans must be signed by a registered Civil Engineer and/or the local water company with the following certification: "I certify that the design of the water system is in accordance with the requirements prescribed by the Riverside County Fire Department". 6) Install a complete fire sprinkler system per NFPA 13. The post indicator valve and fire department • connection shall be located to the front within 25' to 50' of a hydrant, and a minimum of 25from the building. System plans must be submitted to the Fire Department for review, along with a planAnspection fee. The approved plans, with Fire Department Job card must be at the job site for all inspections. 7) Install a monitoring system designed in accordance with NFPA 72, which must include a water flow monitor, control valve tamper and continuous monitoring service. System plans must be submitted to the Fire Department for review, along with a plan checklinspection fee. EMERGENCY SERVICES DIVISION • PLANNING SECTION • INDIO OFFICE 82-675 Highway 111, 2"d FI., Indio, CA 92201 • (760) 863-8886 • Fax (760) 863-7072 . .r 8) Install Knox Key Lock box, Model 3200, mounted per recommended standard of the Knox Company. If the building/facility is protected with a fire alarm system or burglar alarm system, the lock boxes will require "tamper" monitoring. Special forms are available from this office for the ordering of the Key Switch, this form must be authorized and signed by this office for the correctly coded system to be purchased. 9) All egress doors shall comply with CBC Sec. 1003.3.1.8 for proper door hardware. 10) Install portable fire extinguishers per Title 19, but not less than 2A10BC in rating. Contact certified extinguisher company for proper placement of equipment. 11) Approved building address shall be placed in such a position as to be plainly visible and legible from the street and rear access if applicable. Building address numbers shall be a minimum of 12" for building(s) up to 25' in height, and 24" in height for building(s) exceeding 25' in height. Minimum of 6" lettering is required for suite identification. In multi -tenant buildings, businesses shall post the business name and suite number on back doors as well as the front. Suite numbers or letters must be a minimum of 6" in height. All addressing must be legible and of a contrasting color with the background. 12) Electrical room door shall be posted "ELECTRICAL ROOM" on the outside of door. Please contact the Fire Department Planning & Engineering staff for final inspection prior to occupancy. r All questions regarding the meaning of these conditions should be referred to the Fire Department Planning & Engineering staff at (760) 863-8886. Cc: City of La Quinta — Building Dept. HAPERGENERALWORMM1 01*1g Mn Check.doe C Sincerely, FRANK KAWASAKI Chief Fire Department Planner By "h Walter Brandes Fire Safety Specialist Craig E. Anthony Fire Chief Proudly serving the unincorporated areas of Riverside County and the Cities of: Banning Beaumont Cahmesa Canyon Lake Coachella Desert Hot Springs Indian Wells :• Indio Lake Elsinore 4. La Quinta ❖ Moreno Valley Palm Desert Perris Rancho Mirage 4. San Jacinto Temecula—_ �.-Board-6f Kupi&isors Bob Buster, District 1 John Tavaglione, District 2 JeffStone, District 3 Roy Wilson, District 4 Marion Ashley, District 5 RIVERSIDE COUNTY FIRE DEPARTMENT 210 West San Jacinto Avenue • Perris, California 92570 • (951) 940-6900 • Fax (951) 940-6910 Date' —6 City of La Quinta Building Department M rT The Riversi Co my * De a ment is an't1ing the Fire clearance for the following location 7 9 / Please call if you should hav questions 760-863-8886 Respectfully B .c Terry DeS ucy Fire Systems Inspector rr,n. 10. t'^ U4 1U:40A1'd ltRlr A1{UHITEV0 NU. bUb4 Y. L 1997 UNIFORM BUILDING CODE STANDARD 15-2 UNIFORM BUILDING CODE STANDARD 15-2 TEST STANDARD FOR DETERMINING THE FIRE RETARDANCY OF ROOF ASSEMBLIES Based on Standard Specification 790 October 5, 1963, of the Underwriters Laboratories Inc. See Sections 601.3; 1501.1; 1502; 2602.52; 2603.1.6; 2603.7.1, Item 2; Table 15-A, Uniform Building Code SECTION 15.201 GENERAL 15.201.1 Scope. These requirements cover the performance of roof -covering materials exposed to rite conditions, and 'ure in- tended to indicate the characteristics of roof coverings when ex- posed to fire originating from solaces outside a building on which the coverings may be installed. They are applicable to roof cover- ings intended for installation -on either combustible or non- combustible decks when the roof coverings' are applied as intended. Hass A roofing assemblies are effective against severe fife test exposures. Under such exposures, roofing assemblies of this class are not -readily flammable, afford a fairly high degree of fire pro- tection to the roof deck, do not slip from position, and are not ex- pected to produce flying brands. 'Gass 13 roofing assemblies are effective against moderate fire test exposures. Under such exposures, roofing assemblies of this class are not readily flammable, afford a moderate degree of fire protection to the roof deck, do not slip from position, and are not expected to produce flying brands. Class C roofing assemblies are effective against light fire test exposures. Under such exposures, roofing assemblies of this class are not readily flammable, afford a measurable degree of fire pro- tection to the roof deck, do not slip from position and are not ex- pected to produce flying brands. Tests conducted in accordance with these requirements are in- tended to demonstrate the performance of roof coverings during the types and periods of exposure involved, but are not intended to determine the acceptability of roof coverings for use after expo- sure to fire. Roof -covering materials are also required to comply with the requirements for construction, material specifications and per- formance as applicable to specific types, designs, sizes and ar- rangements. All such applicable additional requirements are not considered to be within the scope of these requirements for fire tests. The terms "combustible" and "noncombustible" as used in the standard apply to decks as follows: J. Combustible is a deck formed of wood (sheathing boards or plywood). 2. Noneombusable is a deck formed of metal, concrete or poured gypsum. 15.201.2 Test Apparatus. As illustrated in Figure 15-2-1, the apparatus used for the tens described in Section 15.202 is to con- sist of the following: 1. A test deck to which the roof -covering materials to be tested are applied, mounted on a framework. The pitch of the framework is to be adjustable. 2. A construction of noncombustrbte boards, mounted on the front of the framework to simulate eaves and cornices. 3. A gas burner (for intermittent -flame, spread -o£ -flame and flying -brand tests) consisting of a 44 -inch (1120 mm) length of nominal 2 -inch (51 mm) [2.36 -inch (60.3 mm) outside diameter] . pipe having a 1/:=inch-wide (12.7 mm), 36 -inch -long (91.0 mm) slot in the side toward the test deck. The burner is to be supplied with gas at both ends through nominal 1 -inch (25 mm) [132 -inch (33.4 mm) outside diameter] pipe to provide uniform gas pressure at the burner assembly. 4. A blower and air duct for providing the requited wind condi. lions. The air introduced by the blower is to be taken from outside. the test room. 5. Adjustable fins mounted inside the air duct to straighten the airstream and reduce turbulence. 6. A baffle mounted on the back edge of the test deck to prevent backfuhig under the deck 7. Noncumbustible boards extending arum the sides and bot- tom of the air duct to the simulated -eaves -and -cornice construe tion mentioned in Item 2 (not ased during burning -brand test). The tests are to be conducted in a room vented to the outer air to relieve the air pressure created by the blower. During these tests, all doors and windows in the room are to be closed, and the room otherwise controlled as necessary to prevent outside wind and weather conditions from affecting the test resuits. Tests are not to be conducted if the room temperature is less than 50°F (10°C) or more than 9VP (32°C). Figure 15.2-2 illustrates the essential elements of the rain test apparatus. 15.2013 Preparation of Samples. 15.2013.1 Deck eonstr action. Except for treated wood shin- gles or shakes for the intermittent -flame and the burning -brand tests, the test deck is to be 31/3 feet (1016 mai) wide by 41/3 feet (1320 mm) long and is to be made of kiln -dried No. l white pine or ponderosa pine lumber with not less than 8 percent or more than 12 percent moisture content. The lumber is to be free from large or loose knots, sapwood, rot or pitch pockets, and is to contain no edge knots. Individual deck boards are to be of nominal 1 -inch -by - 8 -inch (25 mm by 203 tum) lumber (dressed on four sides). If used for the Qass C burning -brand test, the width of the deck board is to be such that the brands will be located directly over the spaces be- tween the boards. The deck boards are to be laid actoss the shorter dimension of the test deck, spaced 1/4 inch (6.4 mm) apart, and se- curely nar7ed to two nominal 2-inch-by4-inch (51 mm by 102 mm) wood battens located under and flush with the outer edges of the deck. Decks so constrncted are to be even and uni- form. For the intermittent-flamo, burnbig-brand and flying -brand tests on treated wood shingles and shakes, the test decks are to be constructed of nominal 1 -inch -by -4 -inch (25 mm by 102 mm) lumber (dressed on four sides), spaced 1/2 inch (13 mm) apart and securely nailed to two nominal 24nch-by4-inch (51 mm by 102 mm) wood battens. The lumber is to be of the quality specified in the above paragraph- At aragraphAt the manufacturer's option, die roof covering may be investi- gated when applied to plywood decks of the minimum thickness recommended by the manufacturer. The plywood (A -C grade, 3-303 I H tr lb. ZUU4 IU:4YAM KKE ARCHITECTS n UL External Fire Resistance (UL 790) Bufit Up Roofing Summary Chart "Check Individual Construction Listing To Insure Accuracy" N0. 8064 P. 3 Deck Max. Slope Inch/Ft. Insulation Membrane Rating Comments C (3/4) 3 E3,FG,FF,F,RF (Optional) 35 GNG 3-5 GIG A C(15/32) 3 None 3-5 GNG A C(15/32) 2 E3,FG,FF,F* 3-5 GIC : A *F=Min 14: PP Under Insul. C(15132) 1 E3,FG,FF.F (Optional) 3-5 GNG 3-5 GIG A C(15/32). 1 E3,FG,FF,F (Optional) 35 GNC 3 -5 -GIC A C(15/32) 1 None 35 GNC A NC 1.5 E3.FG,FF,F,RF(Optional) 2 GNC 2 GIC A NC 2 E3,FG,FF,F(Optional) 3-5 GNC 35 GIC A Optional PP, GB+,V I under insul C(15/32) UL None 3-6 GNC B Optional PP,GP,GPP under membrane C(15/32) UL E3,FG,FF,F (Optional) 3-5 G1C 35 GNC C Optional PP,GP,GPP under membranernsul C(15/32) 3/4 2 layer 3/4"F 3=4 GIS A TA or TB NC 1.5 E3,FG,FF,F (Optional) 3-5 GIS A TB and FA Deck: C -Combustible: ()--Min Thickness; NC -Non Combustible Slope: UL=Unlimited Insulation: E3=ENRGY 3 F=Fesco; FF=Fesco Foam; RF=Retrofit; FG=FGRI Base Sheet: PP=PermaPiy 28; GB+=GIasBase Plus; V=Ventsulation Ply Sheet: GP=GlasPly IV; GPP=GlasPly Premier Cap Sheet: GK=GlasKap; GK+=GlasKap Plus Coatings: TA=TopGard A; TB=TopGard B; FA=Fibrated Aluminum Roof Coating Notes: 1. Approvals for combustible decks automatically apply to non-combustible decks. 2 Insulation is any thickness one or more layers unless otherwise stated. 3. PennaMop is an acceptable substitute to asphalt in any construction. FEB. 16.2004 '10:47.AM : KKE ARCHITECTS N0.8064 P. 4 UL Approvals Johns Manville Class A 1. Deleted. Z Dock: C-15/32 Inclino:.1 Insulation (Optionall. Any thickness, one or more layers Johns Manville "Fesco", 'Fesco-Foam", "Fiber Glass Roof Insulation".,'ISO 1 "E'NRG'Y-2" or any UL Classified polyisocyanurate insulation, hot mopped or mechanically fastened in combination (optional) with 1/2 in. "Retro -Fit" cover board, or 3/4 in. "Fesco' over polystyrene. Base Shoot: One ply Type G1 "GlasPly IV' or "GlasPly Premiar", or Type G2 "Glas-Base" or "Ventsulaton", or "DynaBase" (modified bitumen), nailed or hot mopped. Ply Sheet: Two or more plies Type G1 "GlasPly IV", "GlasPly Premier", hot mopped. Surfacing: Gravel, crushed stone or slag and hot roofing asphalt 3. deck: C-3/4 Incline: 3 Insulation (Optional): Any thickness, one or more layers Johns Manville "Fesco", "Fesco-Foam", "Fiber Glass Roof Insulation SO 'E'NRG'Y-2" or any UL Classified polyisocyanurate insulation, hot mopped or mechanically fastened in combination (optional) with 1/2 in. `Retro -Fa" cover board, or 3/4 in. 'Fesco" over polystyrene. , Base Shoot: Type G2'PermaPly 28', "GlasBase" or "Ventsulation or "OynaBase" (modified bitumen), nailed or hot mopped. Ply Sheet: Two or more plies Type GI "GlasPly IV", "GlasPly Premier", hot mopped. Surfacing: Gravel, crushed stone or slag and hot roofing asphalt 4. Dock C -V4 Incline: 3 Insulation 10ptionalk Any thickness, one or more layers Johns Manville "Fesco", "Fesco-Foam", "Fiber Glass Root Insulation, 'ISO I 'E'NRG'Y-2" or any UL Classified polyisocyanurate insulation, hot mopped or mechanically fastened in combination (optional) with 1/2 In. "Retro -Fit" cover board, or 3/4 in. 'Fesco" over polystyrene. Ply Sheet: Three or more plies Type 61 "GlasPly IV", "GlasPly Premier", nailed or hot mopped. Surfacing: Gravel, crushed stone or slag and hot roofing asphalt 5. Deck NC Incline: 1-1/2 Insulation 10ptionalk Any thickness, one or more layers Johns Manville "Fesco", "Fesco-Foam", "Fiber Glass Roof Insulation", "ISO 1', 'E'NRG'Y-2" or any UL Classified polyisocyanurate insulation, hot mopped or mechanically fastened in combination (optional) with 1/2 in. "Retro -Fit" cover board, or 3/4 in. 'Fesco" over polystyrene. Base Sheet Type G2 "PermaPly 28" , "GlasBase" or'Ventsulation" or "DynaBase" (modified bitumen), nailed or hot mopped. Surfacing: Type 63 "GlasKap hot mopped. G. Deck NC Incline: 1-1/2 Insulation (Optionalk Any thickness, one or more layers Johns Manville "Fesco", 'Fesco-Foam% "Fiber Glass Roof Insulation", "ISO 1 `E'NRG'Y-2" or any UL Classified polyisocyanurate insulation, hot mopped or mechanically fastened in combination (optional) with 1/2 in. 'Retro -Fit' cover board, or 3/4 in. "Fesco" over polystyrene. Ply Shoot: Two or more pries Type 01 "GlasPly IV", 'GlasPly Premier nailed or hot mopped. Surfacing: Type 63 'GlasKap". 7. Deck C-15132 Incline: t Insulatiod (Optional): Any thickness, one or.more layers Johns Manville "Fesco", "Fesco-Foam', "Fiber Glass Roof Insulation", 'ISO 1% "E'NRG'Y-2' or any UL Classified polyisocyanurate Insulation, in combination (optional) with 1/2 in. "Retro -Fit" cover board, or 3/4 in. 'Fesco" over polystyrene. Base Shoot -One ply Type G1 "GlasPly Premier" or "GlasPly IV", or Type 62 "PermaPly 26" , "GlasBase" or'Ventsulation". or "DynaBase" (SBS modified bitumen), mechanically attached or hot mopped. Ply Shoot One or more pries Type 01 "GlasPly Premier', "GlasPly IV', hot mopped. Surfacing: Type G3 "GlasKap", hot mopped. 8. Deck C-15/32 Incline: l Insulation: Any thickness, one or more layers Johns Manville'Fesco", "Fesco-Foam", "Fiber Glass Roof Insulation "ISO 1", "E'NRG'Y 2" or any UL Classified polyisocyanurete insulation. One layer of 1/2 in. "Retro -Fit Board" may be placed on top of the above insulations but is not acceptable by itself. Base Sheet: "PermaPly 28" ; "GlasBase", "Ventsulation",'Dyna9asa", "GlasPly IV". "GlasPly Premier', nailed. Ply Sheet "DynaPly' or "DynaBase', hot mopped. Surfacing: Type 63 "GlasKap", hot mopped. .<• �— l.b. ZUU4 1U:47AM KKE ARCHITECTS Johns Manville Four Ply Mineral Surfaced Fiber Glass Built -Up Roof. For use over wood or outer nailable decks on inclines of'/i to 6" per foot (20.8 to 500 meth#. For Regions 1,%2 and 3 Materials per 100 sq. it. (9.3 all ~Area Area Sheathing Papa. -- AVMt Wood board decks only 1 layer Felts: GlasBaso Plus, PermaPly 28 or Ventsutation Felt 1 ply GlosPly Preraer orOlssPly IV 2 plies GlasKep. Mineral Surfaced Cap Sheet 1 ply Asphalt Onterpty): Tnimbua or odwJM Approved Asphalt Wine per foot Asphalt Nondnal Weight UP to 11 (25 mri>) 170-F, Type 11, flat 69 M. (31 kA) r to 3-(25 to 76 rmt) 190-t', Type III, Steep 69 As. (31 kg) 3- to V (f6 ro 152 "n) WE. Type IV, Special Steep 69 lbs. (31 kg) .oto 6' P to 152 mum) PermiiMop 69 lbs. (31 kg) e installed weight 175 - 260 lbs. (79 -118 k9). General This specifiCatiGn is for use over any type of approved stnxxurlil deck Ww Insization) which can receive and adequately retain mails or other types of mechanical fasteners that may be recomrnerilled by the deck manufacturer Examples of such decks are wood and pywood This specification Is not for e directly over lightweight insula0mcrete Design and installation of the deck and(or PAW ate must resift in the mof draining freely and to oWds numerous enough and so located as to remove water promptly and c"Iet* Areas where wafer ponds for tnoi than 24 hats are mucceptabie and are not eligibleto receive a JM Roaring systeras Guarantee. Nota An general instructions contained in the torrent JM commerclall Indwrial Roofing Systems Mammal should be considered part of this S�Cation. Flasfrirgs Flashing details can be found in the Tituminous Flashings" section of the JM CommerciaVindustrial Roofing Systems MardA APPiication Over wood board decks, one ply or sheathing, paper must be used under the base felt and on top of the wood board deck Note On roof decks with slopes up to 1- par foot (83.3 mm1m), the roofing fclts may be Installed either perpendicular or parallel to the roof incline. On sWa over 1' per foot (83.3 mmlm), refer to Paragraph 6.11 of this section for special requirements. Using GlasDase Plus, PenmaPly ill or Ventsuiation. start with a it 005 mm) width (a s KI% base sheet may be a condition of Guarantee). The (61Wrig base sheet courses are to. be applied fun width, lapping the preceding felt Y (51 coma on the side taps and 4' 002 mrA) on the end taps Nail the side taps 9'(229 mrrQ o.c. Down the longitudinal center of each felt, place two rows of mails Spaced approx- anately 11' (279 mm) apart. with the nails staggered on approximately 18' (457 mm) centers. Use nails or fasteners appropriate to the type of deck with 1- (TS mm) minimum diameter caps. For additional fastener N0: 8064 P, b •oo Specification 4GNC Nedebie Deck AVMt ABOM = =ZZ, x ..Mkierefe�Meora-- Onom POLM rkeP, Cep,Sheel P= 16 or I 1L 'End LWI _ _ r ♦j f _, ; '• :'rapt t a Gy PmNtr 6.F 1� ,. T ` ;.r• 4GNC _. information, refer to the Fastener Data in the `Roof Deck" section of the dare JM CmmercielAnd;A%W Roofing Systems Manual. Using GlasNy Prender or GlasPly IV, apply a piece 18'(457 nm) wide, then over that, a full width piece. The following felts are to be applied full width overlapping the preceding felts by 19'(483 mm) so that at least 2 plies of fell cower the base feNsubstrate at an locations. Irmll each felt so that it is firmtty and uniformly set, without volds, Into the hot asprmk (within inn [t14 -Ci of the EVT) applied j= before the felt at a nominal rate of 23 lbs. per square (1.1 kg.m:) over the entire surface. . . Surfacing Prior to application of GiasKaA cut the cap sheet Into handleable Wlgdts 02' -18' 13.66 m - 5.50 MA. lay the material out on the roof and allow it to relax and flatten. To accommodate a full width street, apply a mopping of hot asphalt, approximately 20'F 01-C) above the EVE, at a nominal rate of 23 lbs. per Square (1.1 V*M). (The higher temperature of asphalt maximizes the bonding of the cop sheet to the ply feltsa Then flop the cap Meet Into the hot asphalt. On subsequent courses, the cap sheet is positioned upside down, directly over the 1W in the preceding course such that the side lap area of the preceding sheet is wposea Care should be taken to maintain 2(51 mm) side laps and 6'0 52 mm) end laps. Asphakls applied in due same manner as before, making sure to also rover the 2' (51 frim) exposed side lap. Asphalt may also be applied to the kaposed "upside down' cap sheet, prior to 'flopping- it into the hot asphalt, The cap sheet must be firmly and uniformly set without voids, Into the hot asphalt with all edges and laps wdl sealed. Asphalt Asphalt should meet the requiraments of ASTM D 31Z JM Guarantees require the use of Trumbull asphalt or another JM Approved Asphalt The Contractor mast provide an Asphalt Confamadon Number (ACM on projects which require a JM Guarantee. The ACN will Indicate that die asphalt was registered with the approved asphalt source. Check with a JM Technical Services Specialist for special asphalt requirements in hot climates. For an Identical copy of this specification, ask for RS -2049- 6-28 FEB. -16. ZUU4 10: 48AM KKE ARCHITECTS N0. 8064 P. 6 . • SECTION 07510 BUILT-UP BIT[JKWOUS ROOFING PART I - GENERAL 1.01 SECTION INCLUDES A. Four -ply, asphalt glass -fiber felt roof membrane systems with granular surface. B. Roof traffic pads. C. Related accessories. ...J.02 RELATED SECTIONS AND DIVLSIONS A. Section 01030 - Alternates B. Section 06100- Rough Carpentry: For wood nailers, cants, curbs, and.blocking and for wood=based, structural -use roof deck panels. C. Section 07620 - Sheet Metal Flashing and Trim. D. Section 07722 - Roof Hatches S. Division 15 - Mechanical: For roof drains. 1.03 SYSTEM DESCRIPTION • A. Four ply roof system, mechanically fastened base sheet, hot asphalt applied ply sheets and cap sheet with mineral surface, equal to Specification 4GNC (Johns Manville, or equivalent roofing systems of other listed manufacturer's. 1. Bituminous Flashings IL Noncombustible Walls: Specification DFlr1(LB). b. Combustible Walls: Specification DFE-3 (WL), top of base flashing no more than 24" above roof surface. B. Fastening of roof membrane to comply with FM I-90 wind uplift requirements. C. Roofing system shall be UL Class A rated. 1.04 SUBMITTALS A. Submit the following in accordance with Section 01340: I . Shop Drawings: For roofing system. Include plans, elevations, sections, details, and attachments to other Work. a. Base flashings, cants, and membrane terminations. b. ' Tapered edge strips, including slopes. 2. Manufacturer's Literature. a. Product data sheets of each component to be used in the roofing system. b. Manufacturer' installation for and base flashiog systems. guidelines roof ra mbrane C. Manufacturer's attachment requirements for FM wind uplift requirements specified in Paragraph 1.03.B. 3. Certifications V_ List of at least 5 similar completed installations using the roofing system specified for this Project if requested by the Architect. b. Roof membrane manufacturers written acceptance of substrate. C. At completion of work, submit roofing manufacturer's certification that roofing system was installed in accordance with manufacturer's requirements. 4. Warranties a. Sample copy of roofing manufacturer's intended warranty for this Project, stating obligations, remedies, limitations, and exclusions of warranty. 1.05 QUALITY ASSURANCE A. All materials furnished shall be the product of one' manufacturer or a product purchased by and approved by the prime manufacttw= B. The roofing contractor shall be an authorized installer of the roofing system to be furnished, skilled and experienced to the type roofing required, and equipped to perform workmanship in accordance with recognized standards. C: The roofing contractor shall engage experienced and qualified Subcontractors to perform any part of the roofing work which he is not equipped or qualified to perform properly with his own forces. 1 KKE1293 .FEB. 16.2004 10:48AM KKE ARCHITECTS' .NO. 8064 P. 7 SECTION 07510. BUILT-UP BITUMINOUS ROOFING D. Comply with the latest printed recommendations of the bitumen, membrane and flashing mabufacturers for the handling and the particulars of joining together the respective roofing materials. E. Preroofing Conference 1. A preroofing conference will be held prior to commencement of the work of this Section. 2. Required attendance unless otherwise indicated, includes the Contractor, the Roofing Subcontractor, the Roofing Consultant, the Owner's representative and Owner's insurance representative at the Owner's discretion. 3. A thorough review of details, materials and methods of installation, and warranties will be performed. 4. Discussion of preroofing conference will be recorded by the Owner's Roofing Consultant or Owner's representative. A copy of recorded discussion shall be furnished to all participants. G Owner will retain an independent Roofing Consultant to provide full-time quality assurance inspection during roof installation. H. Contractor shall notify Roofing Consultant of the construction schedule prior to commencing work, and shall provide safe access to the work and information necessary to.accomplish roofing installation audit. 1.06 DELIVERY, STORAGE AND HANDLING A. Store and handle roofing sheets in a manner which will ensure that there is no possibility of significant moisture pick-up. Store in a dry, well ventilated, weather -tight place. Unless protected from weather or . other moisture sources, do not leave unused felts on the roof overnight or when roofing work is not in progress. Store rolls of felt and other sheet materials on end on pallets or other raised surface. Handle and store materials or equ'rrppmeet in a mariner to avoid siguificar►t or permanent deflection of deck. B. Deliver materials in manufacturefs unopened containers Identified to show name, brand, type, grade, and Me point. Deliver hot bulk materials with an accompanying certificate from the manufacturer clearly slating the quality and melting point. Store, protect and keep materials dry until roofing is completely installed. C. Do not allow insulation to become wet or soiled. Protect rigid insulation from exposure to high a:aibient temperatures, excessive expos= to.sunli0t, and contact with hot surfaces and materials (in excess of the safe tempera= below the melting point indicated by the manufacnuer). Cover factory protective - wrapped insulation with waterproof tarps. 1.07 PROJECT CONDITIONS A. Proceed with roofing and associated work only when weather conditions will permit unrestricted use of materials and quality control of the work being installed, complying with the requirements and with the recommendations of the roofing materials manufacturer. B. Do not apply insulation or roofing materials when the roof deck is wet. Allow surfaces to thoroughly dry before commencing work. C. Do not apply insulation or roofing materials when the air temperature or temperature of the deck is below 40 degrees F, or when excessive humidity is present within the building, unless special precautions satisfactory to the Architect are taken by the Contractor. Submit proposed special precautions to the Architect for approval , and do not proceed with out the Architect's approval 1.08 WARRANTY A. The Contractor shall warrant the built-up roofing and composition flashing to be free of faults and defects in accordance with the General Conditions, except that the warranty period shall be 5 years. 1. Warranty form is attached at the end of this Section. 2. Warranty shall be typed on the roofing contractors letterhead and signed by an officer of the company. B. Manufacturers Warranty (ALTERNATE): The warranty shall also be extended by roof membrane manufacturer's l0 -year NDI,, nonpro-rated written warranty of water tightness. This warranty shall be provided on the manufacturer's standard preprinted form The warranty shall be signed by the manufacturer. PART 2 -PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Roof Membrane Materials 1. Firestone Building Products Co. Div., Bridgestone/Firestone, Inc. 2. GAF Building Materials Corp. KKE1298 FEB. 16. 2004 10:49AM KKE ARCHITECTS. N0. 8064 P. 8 SECTION 07510 BUILT-UP BITUMINOUS ROOFING 3. Johns Manville 4. Tamko Roofing Products, Inc. - 5. IntedPermaglas. B. For other system components: As specified herein. 2.02 MATERIALS A. Insulation 1. Mineral fiber board,. complying with ASTM C612 -00a, 1/2". 2. Insulation cants shall be nominal 4" x 4' pre -formed fiber boardr ASTM C208-95(2001). Insulation cants are not allowed around roof hatches, or mechanical equipment which requires regular service. B. Asphalt: ASTM D312 -95a, Types III and 1V. Type 111, softening point: 185 degrees - 205 degrees R a. For slopes up to 1" per foot, for installation of ply felts, and cap sheet. 2. Type IV, softening point: 210 degrees - 225 degrees E b. For slopes greater than 1 " per foot, for installing base flashing. C. Asphalt Primer. ASTM.D41-94. D. Baso Sheet: ASTM D4641-97, Type II, #75 coated glass fiber base sheet 1: Base sheet is also used.as backer felt in base flashing installation over combustible substrates. E. Ply Felts: ASTM D2178-97, Type IV gla4 fiber felt F. Cap Sheet: ASTM D3909, granular surfaced fiberglass reinforced membrane. 1. Granule Color: White 2. Provide manufacturer's standard granules for application to asphalt bleed out on cap sheet surface. O Base Flashings 1. Noncombustible Vertical Surface a. Exposed Layer: Granule surfaced, reinforced SBS modified bitumen flashing sheet, 160 mils minimum thickness. 1) Granule Color. White. 2. Combustible Vertical Surface a. First Layer: ASTM D4601-97, Type 11, #75 coated glass fiber base sheet. b. Second Layer: Granule surfaced, reinforced SBS modified bitumen, 160 mils minimum thickness. 1) Granule Color. White. H. Glass -Fiber Fabric: Woven glass cloth, treated with asphalt, complying with ASTM D 1668. Type L I. Plastic Bituminous Cement: ASTM D4586-93, asbestos free. J. Rubber Flashing: Unreinforced EPDM sheet membrane 0.045" thick. K Lead Sheet; ASTM 13101-96, Type 1, Class A lead-coatod copper, cold -rolled unless soft temper is required for forming and performance, and weighing 2-1/2 to 4 lbs. per s.f. L. Mechanical Fasteners: Provide industry -standard types of mechanical fasteners for built-up asphalt roofing system work, tested by manufacturer for required pull-out strength where applicable and compatible with deck type and roofing products used. 1. Provide either I" diameter nail heads or 1-3/8" diameter by 30 gage sheet metal caps for nails used to secure base sheets, felts, and insulation boards of roofing system. 2. Lumber to Lumber.. Cement coated or annular thread nails with minimum 1-1/4" penetration into adjoining member. 3. Plywood to Lumber: Ring shank or annular thread nails with minimum 1-1/4" penetration into adjoining member. 4. Lumber or Plywood to Concrete or Masonry: Tapcon or Gripcon anchors, minimum 1/4" diameter with 1" penetration; minimum 300 lb. per anchor installed withdrawal resistance. Other corrosion resistant drilled -in type masonry anchors may be used if equivalent in pull-out strength. 5. Base Flashing System: Galvanized 1-1/4" barbed roofing nails through V metal discs into wood members; 1" length into vertical plywood blockirng_ W KKE1298 .M. 1b. ZUU4 'MOAM KKE AKGH1`1'1:M NU. UUti4. F. .y SECTION 07510 . BUILT-UP BITUMINOUS ROOFING M. Walkway Protection Boards: Roofing system manufacturer's recommended mineral -surfaced, bituminous composition boards, approximately 1/2" thick, manufactured specifically for hot bituminous application on built-up roofing as a protection course for foot traffic. PART. 3 - MCUTION 3.01 EXAMINATION A. Examine the areas and conditions under which built-up bituminous roofing is to be installed and notify the Contractor in writing of conditions detrimental to the proper and timely completion of the work. Do not proceed with the work until unsatisfactory conditions have been corrected. 3.02 PREPARATION A. Do not proceed with installation until substrate is properly prepared, thoroughly dry, smooth and free from projections above or depressions on the plane of the surfaces to be covered and free from debris. B. Verify that deck is securely fastened with no projecting fasteners and with no adjacent units in excess of 1/16 inch out of plane relative to. adjoining deck. C. Roofing shall not be applied until all vents, drains, curbs, cants, blocking, naling strips and projections through roof deck have been installed. D. Install strips of inverted cap sheet over all seismic straps and metal joist binges at beams. Strips of cap sheet shalf extend.6" beyond the edge and ends of all strapping, fasten with roofing nails. E. Install preformed card strias at all vertical surfaces, nail cants to substrate with fasteners spaced 12" o.c. R Roofurg shall not be applied In cold weather, unless all requirements'of the manufacturer are complied �neach anthnonly in accordancewithhiscurrence of ttze ArchitectCx tbitumentothetemperaturesrecommr. Provide clearly visible thermonoeter kettle. Remove all over -heated bitumen from the job site upon request of the Architect H. Provide all protection necessary or required to prevert dripping or spilling of tar and asphalt onto any finished surfaces. Exercise care in placing materials near edges of roof to prevent run -over 3.03 INSTALLATION OF ROOFING MEMBRANE A. General 1. Start installation of built-up roofing membrane in presence of Owners Roofing Consultant. 2. Cooperate with testing and inspecting agencies engaged or required to perform services for installing built-up roofing system. 3. Coordinate installing roofing system components so roofing membrane sheets are not exposed to precipitation or left exposed at the end of the workday or when rain is forecast. . a. Provide tie -offs at end of each day's work to cover exposed roofing membrane sheets with a course of coated felt set in roofing cement or hot roofing asphalt with joints and edges sealed. b. Complete terminations and base Flashings and provide temporary seals to prevent water from entering completed sections of roofing system. e. Remove and discard temporary seals before beginning work on adjoining roofing. 4. Asphalt Heating Heat roofing asphalt and apply within plus or minus 25 deg F of equiviscous temperature unless otherwise required by roofing system manufacturer. Do not raise roofing asphalt temperature above equiviscous temperature range more than one hour before time of application. Do not exceed roofing asphalt manufacturer's recommended temperature limits during roofing asphalt heating. Do not heat roofing asphalt within 25 deg F of flashpoint. Discard roofing asphalt maintained at a temperature exceeding finished blowing temperature for more than 4 hours. 5. Substrate -Joint Penetrations: Prevent roofing asphalt from penetrating substrate joints, entering building, or damaging roofing system components or adjacent building construction. B. Unless otherwise recommended by the manufacturer, roofing shall be installed in accordance with the following: I . Base Sheet: Install one lapped course of base sheet, starting at low point of roof, extending base sheet over and terminating beyond cants. Apply base sheet courses full width, except for 12" wide first course. Lap preceding base sheet course 2 on edges and 4" on end laps. Nail side laps 9" o.c. Down the longitudinal center of each felt. apply two rows of nails spaced approximately 11" apart, with nails staggered on approximate 18" centers. Use nails or fasteners appropriate to type of deck with 1" minimum diameter caps. At building perimeter extending 40 percent of the building height into the membrane field increase fastener count by 50 percent YM1299 FEB. 16..2004 10:49AM KKE ARCHITECTS N0.8064 SECTION 07510 BUILT-UP BITUMINOUS ROOFING P. 10 2. Ply Felts: Install two plys of felts staff at low point of roofing system. Apply an 18" wide ply - felt, over 18" felt apply a full width ply felt All following ply felts shall be applied full width, and overlapping the preceding felt by 19". Align ply felts without stretching. Shingle side laps of ply . sheets uniformly to achieve required number of plies throughout thickness of roofing membrane. Shingle in direction to shed water. Extend ply sheets over and terminate at top of cants. a. Embed each ply sheet in a solid mopping of hot roofing asphalt applied at the rate of 23 lbs. per square, to form a uniform membrane without ply sheets touching.' . 3. Cap Sheet: Prior to installing cap sheet, out cap sheet into handleable lengths (12' to 18). Lay 'material out on roof surface and allow to relax and flatten. Roofing asphalt shall be heated to approximately 20 degrees F above the equiviscous temperature and Applied at the rate of 23 lbs. per 100 s.f. Apply a mopping of hot roofing asphalt to substrate ply felts. Into hot asphalt flop cap .sheet. On subsequent courses position cap sheet pieces upside down, directly over preceding course such that the side lap, area is exposed. Apply asphalt to substrate asified above and flop cap sheet piece in place, maintain 2" side laps and 6" end laps. Stagger ends in adjacent courses 3' minimum. Cap sheet shall be firmly and uniformly set in hot asphalt with edges and laps well sealed. At edges and end laps where asphalt has bled onto exposed cap sheet apply manufacturees roofing granules into. hot asphalt. Install lapped granulated cap sheet starting at low point of roofing system. Lap in direction to shed water. Extend cap sheet over and terminate at top of cants. C. Base !:lashing 1. Unless otherwise recommended by roofing manufacturer, base flashing up to 10" above roof shall be installed as follows_ A. Prime masonry surfaces with asphalt primer. b. Base Flashings at Noncombustible Vertical Surfaces 1) Cut base flashing material into sections that can be easily installed, approximately 6' • to V long. Position. material upside down on roof membrane, allow material to relax. 2) Over surfaces to receive base flashing apply a uniform coating of TWc IV asphalt at the approximate rate of 25 lbs. per 100 s.f Asphalt temperature shall be a minimum of 400 degrees F or at the equiviscous temperature, whichever is greater. Apply asphalt to just above top base flashing termination and out on roof surface 4" beyond base of the cant 3) Into the hot asphalt embed one ply of granule surfaced, SBS modified bitumen flashing sheet, extending approximately 4" out from the base of cant onto the roof, and up the cant to a point immediately below where metal cap flashing enters the wall. Work in sheet flashing to ensure that it is firmly and uniformly bonded to the substrate. Lap vertical joints a minimum of 4". 4) At top of flashing nail flashing sheet to substrate at 6" o.c. Fasteners shall have I" minimum diameter integral cap, or be driven through I" minimum diameter rigid metal discs. 5) Seal vertical scams with plastic cement and fiberglass fabric. Seal top of base flashing where shown on Drawings, in the same manner. C. Base Flashings with Combustible Vertical Surfaces 1) Mop cant surface with hot asphalt Into hot asphalt embed backer felt and smooth . felt to firmly adhere to cant surface. Backer felt shall terminate at base of roof cant ` AO NOT extend backer felt onto roof surface. 2) Extend backer felt up and over top of parapet wall, nail at 9" o.c. each way, and at all laps. Lap backer felts a minimum of 2". 3) Cut base flashing material into sections that can be easily installed, approximately 6' to 8' long. Position material upside down on roof membrane, allow material to relax. + 4) Asphalt temperature shall be a minimum of 400 degrees F or at the equiviscous temperature , whichever is greater. Starting at just beyond the top edge of the backer felt apply hot Type IV asphalt to the backer felt and out on to roof surface a minimum of 4". Into the hot asphalt embed one ply of granule surfaced, SBS modified bitumen flashing'sheet, extendingaappproximately 4" out from the base of cant onto the roof, and up the cant and over rite top of the parapet Work in sheet K E1298 FEB. 16. 2004 10:50AM KKE ARCHTTECTS N0. 8064 Y. I1 y SECTION 07510 BUILT-UP BITUMINOUS ROOFING flashing to ensure that it is firmly and uniformly bonded to the substrate. Laps in backer felt and flashing sheet shall be offset a minimum of 6". Lap vertical joints of flashing sheet 4". 5) Nail the top edge of the flashing sheet at 6" o.c. Fasteners shall have 1" minimum diameter integral cap, or be driven through 1 " minimum diameter rigid metal discs. 6) Seal vertical seams with plastic cement and fiberglass fabric. D. Walkways: Provide walkway protection boards at locations shown, using units of size shown, or, if size not shown, using units of manufacturer's standard size. Set units in additional pour coat of hot bitumen atter aggregate surfacing of built-up roof membrane. * 3.05 CURB INSULATION A. Apply 3/4" or thicker insulation to mechanical equipment unit curbs and to. other curbs where insulation is not provided with the unit. 3.06 FIELD QUALITY CONTROL A. The Architect at their discretion may direct the Contractor to cut 4" x 36" samples from the roof construction, cut in the presence of the Architect, to verify conformance with the above specifications, prior to installation of flood coat and gravel_ B. No more than.2 random samples will be taken from each day's roofing operation. C. Test cuts shall be visually inspected for compliance with Specifications. If sample is in order, Architect sball give authorization to proceed with flood coat and gravel application. Additional laboratory tests shall be made from samples taken if there is a question of void or other irregularities. Cost of tests which subsequently show non-compliance with specified requirements shall be paid for by the Roofing Contractor. D. Test cuts shall be made for the purpose of determining that felts have been solidly mopped together with the required minimum of asphalt, and that felt does not touch felt. Air void pockets as determined by test samples shall not exceed 8 percent per interply mopping for individual samples, and averages of all samples shall be less than 5 percent. F_ if, in the opinion of the Architect, any portion of the roofing is found to be fauky as a result of the tests made, remedial action shall be taken by the Contractor at this Contractors expense. Remedial work shall be in the form of one or more additional plies of Type N roofing felts mopped solidly on to the areas in question (number of plies to be determined by Architect). All remedial work shall be performed prior to installation of gravel. F. Test cuts shall be repaired and covered. with 4 plies Type IV roofing felts, feathered out on roof and solidly mopped in place. This repair to be by the Roofing Contractor. 3.07 ADJUSTING AND CLEANING A. Remove all spilled material and runouts and correct all damage by restoring to perfect condition or replacing. B. Remove all debris, scraps, containers and temporary coatings. END OF SECTION 6 1103 A division of IMPERIAL IRRIGATION DISTRICT KKE Architects, Inc. Mr. Carlos Olivares 20321 SW Birch St., Suite 201 Newport Beach, CA. 92660 April 21, 2004 Subject: Available Short Circuit Current Calculation for the Retail Shops A & C at 79740 and 79800 Highway 111, La Quinta, for the Two (2) 800Amp, 3Phase, 208V Service Panels. , Dear Mr. Olivares: The available Short Circuit Current at the secondary terminals of the. transformer is 20, 449 Amps RMS Symmetrical at 208 volts. This is based upon the following information: 1) Transformer size: 2) Transformer impedance: 3) Primary voltage: 4) Secondary voltage: 5) Transformer connection: 6) No motor'cointribution to fault current. 300 KVA j.9 % 7,200/12,470Y volts 208 volts Wye/Wye Please contact me should you have any questions at (760) 398-5820. CP/ms SECFAU`LT11r.Retai1Shops A&C Thank You, Carlos Partida Project Manager Customer Service IID ENERGY 81-600 AVENUE 58 - LA QUINTA, CA 92253 �ic� cofay. CERTIFICATE OF COMPLIANCE (Part 1 of 3) LTG -1 PROJECT NAME JEFFERSON PLAZA - RETAIL "A" DATE 12/12/03 PROJECT ADDRESS JEFFERSON PLAZA, LA QUINTA, CA Building Permit PRINCIPAL DESIGNER - LIGHTING DAVIDOVICH &ASSOCIATES TELEPHONE # (310)348-5101- 310)348-5101DOCUMENTATION DOCUMENTATIONAUTHOR B.D. DAVIDOVICH & ASSOC. TELEPHONE Checked by/Date Enforcement Agency Use (310)348-5101 GENERAL INFORMATION DATE OF PLANS 12/12/03 I BUILDING CONDITIONED FLOOR AREA 4,426 f SQ.FT. I CLIMATE ZONE BUILDING TYPE ■ NONRESIDENTIAL HIGH RISE RESIDENTIAL HOTEL/MOTEL GUEST ROOM PHASE OF CONSTRUCTION ■ NEW CONSTRUCTION ADDITION ALTERATION METHOD OFE LIGHTING ■ COMPLETE BUILDING AREA CATEGORY TAILORED PERFORMANCE COMPLIANC STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building lighting requirements. The documentation preporer hereby certifies that the documentation is accurate and complete. DOCUMENTATION AUTHOR SIGNATURE DATE VLADIMIR DAVIDOVICH 12/12/03 The Principal Lighting Designer hereby certifies that the proposed yuilding design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building_h.as-been-designed-to -meet t#e-l01-ing requirements contained in the applicable ports of sections 110, 119, 130 hr`h�-PtO�ru'g,�i' U,:o id 146�W I N9rA T'tle 24, Port 6. BUILDING & SAFETY DEPT. Please check one: APPROVED Fqj■ 1 hereby affirm that i am eligible under the provisions of Division of th ONS ;;vis ns Coe to sign this document as the person responsible for its preparation; nd tho 1 i , 4c nssed ate o VAP California as a civil engineer or electrical engineer, or i am a lice s�dT� ❑ I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by Section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. ❑ I affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538 and 6737.1. Qof ESS/pN 4� \R DAV/p `anted (These sections of the Business and Professions C in Ott Nonresidentail Manual) PRINCIPAL LIGHTING DESIGNER - NAME SIGN 141 C) LIC. No. DATE VLADIMIR DAVIDOVICH E12750 12/12/03 LIGHTING MANDORATORY MEASURES cc Indicate location on plans of Note Block for Mond o,� eeures * E-5.1 INSTRUCTIONS TO APPLICANT F For detailed instructions on the use of this and all Energy Efficie compliance forms, please refer to the Nonresidential Manual published by the California Energy Commission. LTG -1: Required on plans of all submitals. Part 2 and 3 may be incorporated in schedules on plans. LTG -2: Required for all submitals. LTG -3: Optional. Use only if lighting control credits are taken. LTG -4: Optional. Port 2 and 3 and LTG -5 are optional if Tailored Method is used. Nonresidential Compliance Forms January 2001 7q - 7.5 D /// p9 rli►�'r3�'�GI CERTIFICATE OF COMPLIANCE (Part 2 of 3) LTG -1 PROJECT NAME JEFFERSON PLAZA — RETAIL "A" DATE 12/12/03 INSTALLED LIGHTING SCHEDULE Name LUMINAIRE DESCRIPTION LAMPS BALLASTS Luminaire (Lamp + Ballast) TOTAL WATTS Type DESCRIPTION # Watts Per Lamp Type DESCRIPTION # # Watts A/64 4' 2—LAMP F32T8 2 32 ELECTRONIC 1 2 64 128 /12 4' 4—LAMP F32T8 4 32 ELECTRONIC 1 6 128 768 SUBTOTAL FROM THIS PAGE PLUS SUBTOTAL FROM CONTINUATION PAGE PORTABLE LIGHTING (From LTG -1 Part 3 of 3) LESS CONTROL CREDIT WATTS (From LTG -3) ADJUSTED ACTUAL WATTS 896 0 0 0 896 MANDATORY AUTOMATIC CONTROLS CONTROL LOCATION (Room #) CONTROL IDENTIFICATION CONTROL TYPE (Auto Time Switch, Exterior, etc.) SPACE CONTROLLED NOTE TO FIELD ENTIRE SPACE S3abcd MANUAL SWITCHING ENTIRE SPACE ENTIRE SPACE TC TIME CLOCK/SW ENTIRE SPACE CONTROLS FOR CREDIT CONTROL LOCATION (Room # or Dwg. #) CONTROL IDENTIFICATION CONTROL TYPE (Occupont, Daylight, Dimming, etc.) LUMINAIRES CONTROLLED NOTE TO FIELD TYPE # OF LUMIN. NOTES TO FIELD - For Building Department Use Only Nonresidential Compliance Form Jonuory 2001 PORTABLE LIGHTING WORKSHEET (Part 3 of 3) LTG -1 PROJECT NAME JEFFERSON PLAZA — RETAIL "A" DATE 12/12/03 TABLE 1A - PORTABLE LIGHTING NOT SHOWN ON PLANS FOR OFFICE AREA > 250 SQUARE FEET A B C D ROOM# OR ZONE ID DEFAULT AREA (SF) TOTAL WATTS (B x C) 0.2 0.2 0.2 0.2 0.2 0.2 TOTAL TABLE 1B - PORTABLE LIGHTING SHOWN ON PLANS FOR OFFICE AREA > 250 SQUARE FEET A B C D E F G ROOM# OR ZONE ID PORTABLE LIGHTING DESCRIPTIONS) PER TASK AREA LUMINAIRES) WATTS PER TASK AREA TASK AREA (SF) NUMBER OF TASK AREAS TOTAL AREA (SF) (D x E) TOTAL WATTS (C x E) TOTAL TABLE 1C - PLANS SHOW PORTABLE LIGHTING IS NOT REQUIRED FOR OFFICE AREAS > 250 SQUARE FEET ROOM# OR ZONE ID TOTAL AREA (SF) Designer needs to provide detailed documentation that the lighting level provided by the overhead lighting meets the needs of the space. The details include luminaire types, CU, and mounting locations relative to work areas. TOTAL BUILDING SUMMARY - PORTABLE LIGHTING BUILDING SUMMARY TOTAL AREA (SF) (FROM TABLES 1A + 1B + 1c) TOTAL AREA (SF) (FROM TABLES 1A + 1 B) BUILDING TOTAL Nonresidential Compliance Form January 2001 LIGHTING COMPLIANCE SUMMARY WATTS PER SF ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ LTG -2 PROJECT NAME 4,426 7,524 DATE JEFFERSON PLAZA — RETAIL "A" 12/12/03 ACTUAL LIGHTING POWER LUMINAIRE _ DESCRIPTION NUMBER OF WATTS PER LUMINAIRE CEC DEFAULT? TOTAL NAME LUMINAIRE (Including Ballasts) y N WATTS A/64 4' .'2—LAMP FLUOR. 2 64 ❑ ❑ 128 B/128 4' 4—LAMP FLUOR. 6 128 768 ALLOWED LIGHTING POWER (Choose One Method) COMPLETE BUILDING METHOD BUILDING CATEGORY {From § 146 (b) Table 1—M) WATTS PER SF ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ WHOLE BUILDING 1.7 4,426 7,524 SUBTOTAL FROM THIS PAGE PLUS SUBTOTAL FROM CONTINUATION PAGE PORTABLE LIGHTING (From LTG -1 Part 3 of 3) LESS CONTROL CREDIT WATTS (From LTG -3) ADJUSTED ACTUAL WATTS ALLOWED LIGHTING POWER (Choose One Method) COMPLETE BUILDING METHOD BUILDING CATEGORY {From § 146 (b) Table 1—M) WATTS PER SF COMPLETE BLDG. AREA ALLOWED WATTS WHOLE BUILDING 1.7 4,426 7,524 (AREA CATEGORY METHOD AREA CATEGORY (From § 146 (b) Table 1—N') WATTS PER SF AREA (SF) ALLOWED WATTS TOTALS AREA WATTS TAILORED METHOD TOTAL ALLOWED WATTS (From LTG -4 of from computer run) Nonresidential Compliance Form January 2001 /�'g ML 9 Z3 C� 1(-q �� i Z5 - 1 G (I` (Gtyv a�1 a Z NO EXCEPTION TAKEN ❑ MAKE CORRECTIONS ❑REJECTED NOTED CITY OF 1._A QUINT/-\^ - O SEE COMMENTS 0 REVISE AND RESUBMIT Reviewing is only for conformance with the design concept of BUILDING & SAFETY DEPT. the project and general compliance with the information given APPROVED In the contract documents. Any action shown is subject to the p requirements of the plans and specifications. Contractor is re- FOR CONS'7 RUCiT10N sponsible for dimensions which shall be confirmed and corre- lated at the job site: fabrication processes and techniques of construction; coordination of his work with that of all other — trades; and the satisfactory performance of his work. DATE CT�,/ � S. KEN OKAMOTO & ASSOCIATES 'rn DATE T'3 UJ1AL By INER- $ i'1 J0B SPECIFICAT10NS APPROVAL JOB: Material and Manufacture shall be in accordance with American Institute of Timber Construction 3 4 This signifies our approval of this drawing Standards. -r1 -T for Specifications, Dimensions, Quantities, and ,� ^( LOCATION: - Details as shown or noted. z Stress Grade: �C��il E GY7/�` twc� Protection:" LAMINATED FOREST PRODUCTS (Signed) /- -- -- Adhesive: Moisture Content: '4/70 1-1"961-3 LAMINATED BEAMS P.O. Box 4505 (714) 772-9590 !Anaheim, California 92803 Appearance: ?^-�� i.9L� �/l .�� 'Inspection: -z-,u-r ��2�1�C.�� Other: NYS- �`f7' %�T,rnl Drawn by:� Customer Order: P� / Contractor: Finish:-- ' T. — --5-•� w�v=i.S div 67 - z Date: Our Order: of - 7�- 7¢0 . 1// u .�G y C/2— S�8 X NO EXCEPTION TAKEN ❑ MAKE CORRECTIONS ❑REJECTED NOTED CITY OF 1._A QUINT/-\^ - O SEE COMMENTS 0 REVISE AND RESUBMIT Reviewing is only for conformance with the design concept of BUILDING & SAFETY DEPT. the project and general compliance with the information given APPROVED In the contract documents. Any action shown is subject to the p requirements of the plans and specifications. Contractor is re- FOR CONS'7 RUCiT10N sponsible for dimensions which shall be confirmed and corre- lated at the job site: fabrication processes and techniques of construction; coordination of his work with that of all other — trades; and the satisfactory performance of his work. DATE CT�,/ � S. KEN OKAMOTO & ASSOCIATES 'rn DATE T'3 UJ1AL By INER- $ i'1 J0B SPECIFICAT10NS APPROVAL JOB: Material and Manufacture shall be in accordance with American Institute of Timber Construction 3 4 This signifies our approval of this drawing Standards. -r1 -T for Specifications, Dimensions, Quantities, and ,� ^( LOCATION: - Details as shown or noted. z Stress Grade: �C��il E GY7/�` twc� Protection:" LAMINATED FOREST PRODUCTS (Signed) /- -- -- Adhesive: Moisture Content: '4/70 1-1"961-3 LAMINATED BEAMS P.O. Box 4505 (714) 772-9590 !Anaheim, California 92803 Appearance: ?^-�� i.9L� �/l .�� 'Inspection: -z-,u-r ��2�1�C.�� Other: NYS- �`f7' %�T,rnl Drawn by:� Customer Order: P� / Contractor: Finish:-- ' T. — --5-•� w�v=i.S div 67 - z Date: Our Order: of - 7�- 7¢0 . 1// u .�G y L _4�'3 Ae 140 5/_ i r i Ci3S GITY 0 ` LA QUINTA ��UILDING & SAFeE,TY DEPT. 1 'FOR CONSTRUCTION DATE BY 'NO EXCEPTION TAKEN p MAKE CORRECTIONS O REJECTED NOTED ❑ SEE COMMENTS 0 REVISE AND RESUBMIT Reviewing is only for conformance with the design concept of the project and general compliance with the information given In the contract documents. Any action shown is subject to the requirements of the pians and specifications. Contractor is re- sponsible for dimensions which shall be confirmed and corre- lated at the job site: fabrication processes and techniques of construction; coordination of his work with that of all other trades; and the satisfactory peffannanoe of his work. KEN OKAMOTO a ASSOCIATES STRUCT4RAL ENGINEERS ` DATE 3a.10q BY_ AM ,FP �;�� PERFORMANCE CERTIFICATE OF COMPLIANCE Part 1 of 3 PERF -11 PROJECT NAME This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and DATE Retail Shell Building "A" DATE OF PLANS 5/12/2004 PROJECT ADDRESS ZONE 15 BUILDING TYPE NWC Jefferson St. and Highway 111 La Quinta_ #- PRINCIPAL DESIGNER -ENVELOPE ® NEW CONSTRUCTION TELEPHONE Building Permit KKE Architects, Inc. n ❑ 2. 1 affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code Section 949-250-3911 R, DOCUMENTATION AUTHOR because it pertains to a structure or type of work described as exempt-pusuant-te-Business-and-Professions TELEPHONE Checked by/Date Davidovich & Associates ENVELOPE COMPLIANCE (310) 348-5101 EnforoementAgency Use GENERAL INFORMATION This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6, of the State Building Code. This certificate applies only to a Building using the performance compliance approach. DOCUMENTATION AUTHOR DATE OF PLANS � o -2a -os BUILDING CONDITIONED FLOOR AREA 777 5, 049 sq.Ft. ZONE 15 BUILDING TYPE ® NONRESIDENTIAL for this permit application are consistent with all other forms and worksheets, specifications, and other calculations submitted with this HIGH RISE RESIDENTIAL [:] HOTEL/MOTEL GUEST ROOM PHASE OF CONSTRUCTION ® NEW CONSTRUCTION n 1. 1 hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to ADDITION ❑ ALTERATION ❑ EXISTING + ADDITION STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6, of the State Building Code. This certificate applies only to a Building using the performance compliance approach. DOCUMENTATION AUTHOR SIGNATURE DATE Davidovich & Associates 5 /�- The Principal Designers hereby certify that the proposed building design represe ed in the construction documents and modelled for this permit application are consistent with all other forms and worksheets, specifications, and other calculations submitted with this permit application. The proposed building as designed meets the energy efficiency requirements of the State Building Code, Title 24, Part 6. ENV. LTG. MECH. n 1. 1 hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed as a civil engineer, mechanical engineer, electrical engineer or architect. n ❑ 2. 1 affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code Section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing documents for work that I have contracted to perform. ❑ ❑ ❑ 3. 1 affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt-pusuant-te-Business-and-Professions ae ir�id in Code Sections 5537, 5538, and 6737.1. (These sections of the BL�sir06r and P�ofessi C de�PT full in the Nonresidential Manual.) R I F ENVELOPE COMPLIANCE �-� r— Indicate location on plans of Note Block for Mandatory Measures rtiP r Required Fo ms ENV -1 PRINCIPAL ENVELOPE DESIGNER - NAME SIG E� i DATE&U y DATE KKE Architects Inc. o LIGHTING COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures Lighting Compliance Not In The Scope Of i Required Forms I his Submittal PRINCIPAL LIGHTING DESIGNER - NAME SIGNATURE LIC. NO. DATE MECHANICAL COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures MECH-1 MECH-2 MECH-3 Required Forms PRINCIPAL MECHANICAL DESIGNER -NAME SIGN TURE LIC. NO. DATE Davidovich & Associates M 201 S2 5/1 0 EnergyPro 3.1 By EnergySoft User Number: 4034 Job Number: 43515105 Page: of 9 71- 740 � „o 'r 1r �Py PERFORMANCE CERTIFICATE OF COMPLIANCE Part 2 of 3 PER Retail Shell Buildin DATE "A" 5/12/2004 ANNUAL SOURCE ENERGY USE SUMMARY kBtu/s ft- r Standard ENERGY COMPONENT Design Space Heating 0.51 Space Cooling 72.19 Indoor Fans 62.33 Heat Rejection 0.00 Pumps & Misc. 0.00 Domestic Hot Water 13.59 Lighting 58.86 Receptacle 16.93 Process 0.00 TOTALS: 224.44 Percent better than Standard: Proposed Design 0.34 63.81 66.90 0.00 0.00 13.59 58.88 16.93 220.46 1.8% Compliance Margin IM Standard Proposed 0.18 Sp -H -ft 8.38 8pioi0o°`'0 P-, ""'° 1 DMN R -4.58 0.00 0.00 0.00 0.00 0.00 3.98 0 10 20 30 40 60`60 70 td3twsgft-yr ( 1.8% excluding process) BUILDING COMPLIES GENERAL INFORMATION Building Orientation Number of Stories Number of Systems Number of Zones (North)Odeg Conditioned Floor Area 5,049 sqft. Unconditioned Floor Area 0 sqft. Conditioned Footprilt Area 0 sqft. i 1 3 3 Orientation Front Elevation North Left Elevation (East) Rear Elevation (South) Right Elevation (west Total Roof Gross Area sqft. sqft. sqft. sqft. sqft. sqft. Glazing Area G43zing Ratio sgft. 0.0% sqft. 0.0% sqft. 40.3% sqft. 42.5% sqft. sqft. 0.0% 1,326 0 0 0 1,443 582 1,154 490 1 3,923 1,072 1 4,855 Standard Proposed Lighting Power Density 2.000 w/sgft. 2.000 wisgft. Prescriptive Env. Heat Loss 1,041 MUM 963 Btu/h Prescriptive Env. Heat Gain 134,714 Btu/h-F 141,616 Btu/h-F LEEDTM Energy 8 -Atmosphere Ctedit Savings vs. Title 24 9.92% Energy Performance Credit2 0 Points 1. excludes process aad receptacle 2. see Lt£D table 8t or 8-d Remarks: Run Initiation Time: 05/12/0413:59:12 Run Code: 1084395552 EnergyPro 3.1 By EnergySoft User Number: 4034 Job Number. 45515105 Page:? or 9 jPERFORMANCE CERTIFICATE OF COMPLIANCE Part 3 of 3 PERF -1 PROJECT NAME Retail Shell Building "A" DATE 5/12/2004 ZONE INFORMATION System Name Zone Name Occupancy Type Floor Area (sgft.) Inst. LPD (W/sf)1 Port. Ctrl. LPD Credits (W/sf)1 W/s 2 Tailored Proc. Loads (W/sf) LPD (W/sf) 3 AC -1 Retail Area 1 RetaiUWholesale Sales 1,722 '2.000 AC -2 Retail Area 2 RetailMholesale Sales 1,722 -2.000 AC -3 Retail Area 3 RetaiUWholesale Sales 1,605 "2.000 Notes: 1. See LTG -1 (items marked with asterisk, see LTG -2 by others) 2. See LTG -3 3. See LTG4 Items above require special documentation EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special 'ustification and documentation submitted. o;�., c;e;.; The exceptional features listed in this performance approach application have specifically been reviewed. Adequate written justification and documentation for their use have been provided by the applicant. Authorized Signature or Stamp Run Initiation Time: 05/12/04 13:59:12 Run Code: 1084395552 EnergyPro 3.1 By EnergySoft User Number. 4034 Job Number: 43515105 Page:3 of 9 ENVELOPE COMPLIANCE SUMMARY Performance ENV -1 PROJECT NAME Retail Shell Building "A" SHGC Glazing Type Location / Comments 1 Window DATE 5/12/2004 OPAQUE SURFACES Retail Area 1 2 Window 490 0.570 270 0.49 PPG Solex Glass Retail Area 1 3 Window # Surface Framing Type Type Act. Area U -Fac. Azm. Tilt Solar Gains YIN Form 3 Reference Location / Comments 1 Wall Wood 442 0.065 0 90 IXI I R-19 Wall .19.2x6.16 Retail Area 1 2 Wall Wood 287 0.065 180 90 1 X IR-19Wall .19.2x6.16 Retail Area 1 3 Roof Wood 1,650 0.034 0 O 1 X I R-30 Roof R.30.2x12.16 Retail Area 1 4 Wall Wood 664 0.065 270 90 IX IR-19Wall .19.24.16 Retail Area 1 5 Wall Wood 442 0.065 0 90 1 x JR-19Wall .19.24.16 Retail Area 2 6 Wall Wood 287 0.065 180 90 1 X R-19 Wall .19.2x6.16 Retail Area 2 7 Roof Wood 1,667 0.034 0 0 1 X I R-30 Roof R.30.2x12.16 Retail Area 2 8 Wall Wood 442 0.065 0 90 1 X R-19 Wall .19.2x6.16 Retail Area 3 9 Wall Wood 287 0.065 180 90 1 & JR-19Wall .19.2x6.16 Retail Area 3 10 Roof Wood 1,538 0.034 0 0 IX I R-30 Roof R.30.2x12.16 Retail Area 3 InitiationRun 0 9 Code, 1084395552 EnergyPro 3.1 By EnergySoft User Number: 4034 Job Number: 43515105 PageA of 9 FENESTRATION SURFACES Site Assembled Glazing U c;necK Dox IT tswaing Is — iuu,uuu sqtt or CrA and — 1u,uuu sqtt vertical glazing then NFRC Certification is required. Follow NFRC 100 -SR Procedures anri suhmit NFRC I ahel Certificate Fnrm # Type Area U -Fac. Act. Azm. SHGC Glazing Type Location / Comments 1 Window 194 0.570 180 0.49 PPG Solex Glass Retail Area 1 2 Window 490 0.570 270 0.49 PPG Solex Glass Retail Area 1 3 Window 194 • 0.570 180 0.49 PPG Solex Glass Retail Area 2 4 Window 194 0.570 180 0.49 PPG Solex Glass etail Area 3 EXTERIOR SHADING # Exterior Shade Type Window SHGC Hgt. Wd. Overhang Left Fin Right Fin Len. H t. LExt.RExt. Dist. Len. H t. Dist Len. H t. 1 None 0.76 2 None 0.76 3 None 0.76 4 None 0.76 InitiationRun 0 9 Code, 1084395552 EnergyPro 3.1 By EnergySoft User Number: 4034 Job Number: 43515105 PageA of 9 CERTIFICATE OF COMPLIANCE Performance MECH-1 PROJECT NAME DATE Retail Shell Building "A" 5/12/2004 SYSTEM FEATURES SYSTEM NAME TIME CONTROL SETBACK CONTROL ISOLATION ZONES HEAT PUMP THERMOSTAT? ELECTRIC HEAT? FAN CONTROL VAV MINIMUM POSITION CONTROL? SIMULTANEOUS HEAT/COOL? HEATING SUPPLY RESET COOLING SUPPLY RESET HEAT REJECTION CONTROL VENTILATION OUTDOOR DAMPER CONTROL ECONOMIZER TYPE DESIGN O.A. CFM MECH-3 COLUMN I HEATING EQUIPMENT TYPE HEATING EQUIPMENT EFFICIENCY COOLING EQUIPMENT TYPE COOLING EQUIPMENT EFFICIENCY MAKE AND MODEL NUMBER PIPE INSULATION REQUIRED? PIPE/DUCT INSULATION PROTECTED? HEATING DUCT LOCATION . R -VALUE COOLING DUCT LOCATION R -VALUE VERIFIED SEALED DUCTS IN CEILING/ROOF SPACE MECHANICAL SYSTEMS DHW Heater I I AC -1 I I AC -2 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a Gas Fired 78% n/a n/a Standard Gas 50 gal or Less Yes Yes n/a n/a n/a n/a n/a Programmable Switch Heating & Cooling Required n/a n/a n/a Constant Volume No No Constant Tem Constant Tem n/a Air Balance Auto Fixed Enth (Integrated) 861 cfm Gas Furnace 83% AFUE Packaged DX 11.6 EER CARRIER 48HGO014 No No Ducts in Attic 4.2 Ducts in Attic 4.2 No Programmable Switch Heating & Cooling Require n/a n/a n/a Constant Volume No No Constant Tem Constant Tem n/a Air Balance Auto Fixed Enth (Integrated) 861 cfm Gas Furnace 82% AFUE Packaged DX 11.0 EER CARRIER 48HJD012 No No Ducts in Attic 4.2 Ducts in Attic 4.2 No CODE TABLES: Enter code from table below into columns above. EnergyPro 3.1 By EnergySoft User Number: 4034 Job Number: 43515105 Page:5 of 9 CERTIFICATE OF COMPLIANCE Performance MECH-1 PROJECT NAME IDATE I Retail Shell Buildina "A" 1 5/12/2004 1 SYSTEM FEATURES SYSTEM NAME TIME CONTROL SETBACK CONTROL ISOLATION ZONES HEAT PUMP THERMOSTAT? ELECTRIC HEAT? FAN CONTROL VAV MINIMUM POSITION CONTROL? SIMULTANEOUS HEATICOOL? HEATING SUPPLY RESET COOLING SUPPLY RESET HEAT REJECTION CONTROL VENTILATION OUTDOOR DAMPER CONTROL ECONOMIZER TYPE DESIGN O.A. CFM MECH-3, COLUMN I HEATING EQUIPMENT TYPE HEATING EQUIPMENT EFFICIENCY COOLING EQUIPMENT TYPE COOLING EQUIPMENT EFFICIENCY MAKE AND MODEL NUMBER PIPE INSULATION REQUIRED? PIPEIDUCT INSULATION PROTECTED? HEATING DUCT LOCATION I R -VALUE COOLING DUCT LOCATION R -VALUE VERIFIED SEALED DUCTS IN CEILING/ROOF SPACE MECHANICAL SYSTEMS AC -3 Programmable Switch Heating & Cooling Required n/a n/a n/a Constant Volume No No Constant Tem Constant Tem n/a Air Balance Auto Fixed Enth (Integrated) 802 cfm Gas Furnace 82% AFUE Packaged DX 11.0 EER CARRIER 48HJD012 No No Ducts in Attic 4.2 Ducts in Attic 4.2 No Run Initiation Time: 05/12/04 13:59:12 Run Code: 1084395552 ��ErgyPro 3.1 By EnergySoft User Number. 4034 Job Number: 43515105 Page:6 of 9 CODE TABLES: Enter code from table below into columns above. HEAT PUMP THERMOSTAT? Y: Yes N: No TIME CONTROL SETBACK CTRL. ISOLATION ZONES FAN CONTROL ELECTRIC HEAT? S: Prog. Switch O: Occupancy Sensor M: Manual Timer H: Heating C: Cooling B: Both Enter Number of Isolation Zones. I: Inlet Vanes P: Variable Pitch V: VFD O: Other C: Curve VAV MINIMUM POSITION CONTROL? SIMULTANEOUS HEAT / COOL? HEAT AND COOL SUPPLY RESET? VENTILATION OUTDOOR DAMPER ECONOMIZER O.A. CFM HIGH EFFICIENCY? B: Air Balance C: Outside Air Cert. M: Out. Air Measure D: Demand Control N: Natural A: Auto G: Gravity A: Air W: Water N: Not Required EC: Economizer Control See Section 144 e 3 Enter Outdoor Air CFM. Note: This shall be no less than Col. H on MECH-3. PIPE INSULATION REQUIRED? PIPE/DUCT INSULATION PROTECTED? SEALED DUCTS IN CEILING/ROOF SPACE BuildingNOTES TO FIELD - For Run Initiation Time: 05/12/04 13:59:12 Run Code: 1084395552 ��ErgyPro 3.1 By EnergySoft User Number. 4034 Job Number: 43515105 Page:6 of 9 MECHANICAL EQUIPMENT SUMMARY Part 1 of 2 MECH-2 PROJECT NAME Retail Shell Buildin "A" DATE 5/12/2004 CHILLER AND TOWER SUMMARY FAN Efficiency Tons PUMPS CFM BHP Equipment Name Equipment Type Qty. Tot. Qty GPM BHP Motor Eff. Drive Eff. Pump Control CARRIER 48HJD012 Constant Volume Draw -Through 3,000 2.00 84.0% 97.0% none BOILER Energy Factor or Recovery Efficiency Standby Loss or Pilot TANK INSUL. System Name System Type Distribution Type Qty Rated Input (Gals.) Vol. Ext R -Val. Standard Gas 50 gal or Less Small Gas Pipe Insulation 1 40,000 50 0.52 n/a 12 CENTRAL SYSTEM RATINGS HEATING COOLING System Name System Type Qty. Output Aux. kW Eff. Out ut Sensible Efficiency Economizer Type CARRIER 48HGD014 Packaged DX 1 205,000 0.0 83%AFUE 152,000 117,00011.6 EER Fixed Enth (Integrated) CARRIER 48HJD012 Packaged DX 2 1 148,000 0.0 82%AFUE 114,000 85,50011.0 EER Fixed Enth (Integrated) CENTRAL SYSTEM FAN SUMMARY SUPPLY FAN RETURN FAN System Name Fan Type Motor Location CFM BHP Motor Eff Drive Constant Volume Draw -Through Motor Drive 86.5% 97.0% none CARRIER 48HJD012 Constant Volume Draw -Through 3,000 2.00 84.0% 97.0% none � EnergyPro 3.1 By EnergySoft User Number: 4034 Job Number: 43515105 Page:7 of 9 1 . Eff. CFM BHP Eff. Eff. CARRIER 48HGD014 Constant Volume Draw -Through 4,250 3.70 86.5% 97.0% none CARRIER 48HJD012 Constant Volume Draw -Through 3,000 2.00 84.0% 97.0% none . of ZONE TERMINAL SUMMARY EXHAUST FAN SUMMARY *W-111491-1 Run Initiation Time: 05/12/04 13:59:12 Run Code:1084395552 .. EnergyPro 3.1 By EnergySUser Number: 4034 Job Number: 43515105 Page:8 of 9 MECHANICAL VENTILATION MECH-3 PROJECT NAME DATE Retail Shell Building "A" I 5/12/2004 MECHANICAL VENTILATION N ©© a a o© o a a a AREA BASIS OCCUPANCY BASIS REQ'D O.A. (MAX OF D OR G) DESIGN OUTDOOR AIR CFM VAV MIN. RATIO TRANS. FER AIR ZONE/SYSTEM COND. AREA (SF) CFM PER SF MIN. CFM (B x C) NO. OF PEOPLE CFM PER PERSON MIN. CFM (EXF) Retail Area 1 1,722 0.25 430 430 861 AC -1 Total 430 861 Retail Area 2 1,722 0.25 430 430 861 AC -2 Total 4301 861 Retail Area 3 1,605 0.25 401 401 802 AC -3 Total 401 802 C Minimum Ventilation Rate per Section 121, Table 1-F. E Based on Expected Number of Occupants or at least 50% of Chapter 10 1997 UBC Occupant Density. I Must be greater than or equal to H, or use Transfer Air. Design Outdoor Air includes ventilation from Supply Air System & Room Exhaust Fans. K Must be greater than or equal to (H minus 1), and, for VAV, greater than or equal to (H -J). EnergyPro 3.1 By EnergySoft User Number: 4034 Job Number: 43515105 Paoe:9 of 9 1 ia�� a,•c - Certificate of Occupancy ui�trcv 4 G� OF 9► Y p Building & Safety Department This Certificate is issued pursuant to the requirements of Section 109 of the California Building Code, certifying that, at the time of issuance, this structure was in compliance with the provisions of the Building Code and the various ordinances of the City regulating building construction and/or use. BUILDING ADDRESS: 79-740 HIGHWAY 111, STE. 101 Use classification: COMMERCIAL — FIRST INTERSTATE MORTGAGE Building Permit No.: 06-1551 Occupancy Group: B Type of Construction: VN Land Use Zone: CR Owner of Building: 990 ONLY STORES Address: 4000 E. UNION PACIFIC AVENUE City, ST, ZIP: COMMERCE, CA 90023 By: STEVE TRAXEL Date: SEPTEMBER 15, 2006 Building Official POST IN A CONSPICUOUS PLACE