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Home My WebLink About2293 COSMOS CT; ; CB931060; Permit12 i 2293 12/21/93 12 Page 1 of Job Address Parcel N Valuation Construction Type Occupancy Group Descr.ptLn COSMOS CT 10,245 VN DING PERMIT Suite Lot# Appl/Ownr ALLIED MODULAR BUILDING 1669 E WILSHIRE AVE #606 SANTA ANA, CA 92705 Permit No CB931060 Project No A9301501 Development No *32 12'21'13 COC1 01 02 C-FFMT 1B2.CO Status ISSUED Applied 09/30/93 Apr/Issue 12/21/93 Entered By MDP *** Fees Required ****** 714 550-7680 Fees Collected & Credits Fees Adjustments Total Fees Fee description *** 230 00 00 230 00 Total Credits Total Payments Balance Due Units Fee/Unit Building Permit Plan Check Strong Motion Fee * BUILDING TOTAL Inter "Y" f" ^Umbln^ Iss^ Fee >Enter Y for Electric Issue Fee > Enter "Y" for Remodel > * ELECTRICAL TOTAL Enter 'Y' for Mechanical Issue Fee> 00 47 00 183 00 Ext fee Data 126 00 82 00 2 00 210 00 N 10 00 Y 10 00 Y 20 00 N INS CLEARANCE CITY OF CARLSBAD 2075 Las Palmas Dr , Carlsbad, CA 92009 (619) 438-1161 City of Carlsbad Building Department 2075 Las PaImas Or , Carlsbad. CA 92009 (619) 438-1161 T fhKMlT A LJ Commercial U New Building ID TjjnSnt Improvement B D Industrial D New Building (^Tenant Improvement C D Residential D Apartment D Condo D Single Family Dwelling D Addition/Alteration D Duplex D Demolition O Relocation D Mobile Home D Electncal D Plumbing D Mechanical D Pool D Spa D Retaining Wall D Solar D Other 2. PROJECT INFORMATION PLAN CHECK NO 41.17 09/30/93 0001 01 02 C-rTvHT 47-00 FOR OFFICE USE ONLY Address nuiiding or Nearest Cross Street LEGAL DESCRIPTION Lot No Subdivision Name/Number Unit No Phase No "CTJECK BELOW II-1 f Calcs JXTStructural Calcs D 2 Soils Report O-i-fiddressed Envelope ASSESSOR'S PARCEL EXISTING USE PROPOSED USE DESCRIPTION OF SQ FT 2-- # OF STORIES 3 UUN1AC.I NAME CHY (it ditlerent trom applicanu STATE ADDRESS ZIP CODE DAY TELEPHONE I 1'OR CON 1 HAL. 1 OR'ADDRESS it, ZIP CODE OWNhH LJAGhNI I-OR OWNhR £. Wf L&f ftZf DAY TELEPHONE ADDRESS Z--TT/ ZIP CODE £? '2OC?S DAY TELEPHONE CITY />-A v STATE STATE LIC # 7 WORK! ADDRESS /• \ -,--, 'ZIP CODE °J V\OS~~ DAY TELEPHONE (7/U^SbO " LICENSE CLASS C—^»? _ CITY BUSINESS LIC # IJLMCjNcW NAMh CITY ZIP CODE DAY TELEPHONE / y.h\d7i\.-" jvi ATE LIC # ,— workers Compensation Declaration I ncreuy attirm tnat 1 nave a certificate of consent to self insure issued by the Director 01 Industrial Relations, or a certificate of Workers Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of tKe\msurer thereof filed with the Building Inspection Department (Section 3800, Lab C) INSURANCE COMPANYLL POLICY NO EXPIRATION DATE k^ertiticate 01 so as to SIGNATURE certify tnat in the performance ot the worK tor which this permit is issued, 1 shall not employ any person in any manner the Workers' Compensation Laws of California DATE / 8 OWNLR-BU hXjAKAlHJN Owner Builder Declaration 1 hereby attirm that 1 am exempt trom the Contractors License Law lor the following reason D 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 Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such 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 did not build or improve for the purpose of sale) D 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law) D I am exempt under Section Business and Professions Code for this reason (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he 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 [S500]) SIGNATURE DATE COMPLETE THIS SECTION FOR NON RESIDENTIAL BUILDING PERMITS ONLY Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley Tanner Hazardous Substance Account Act? D YES M NO Is the applicant or future building occuMnt required to obtain a permit from the air pollution control district or air quality management district? D YES [^ NO Is the facility to be constructed withinl^OOO feet of the outer boundary of a school site? Q YES H NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT 5 (JJNSTKIKJTIUN LLlNUlNti AtitlNCJY 1 hereby atlirm that there is a construction lending agency lor the perlormance ot the work lor which this permit is issued (Sec 3097(.i) Qvil Code) LENDERS NAME LENDERS ADDRESS 1 certify thai 1 have read Ihe application and stale that the above intormalion is correct I agree to comply with all City ordinances and Stale laws relating to building construction I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE INDEMNIFY AND KEEP IIARMIJ-SS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPIvNSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA. An OSIIA permit is required for excavations over 5 0" deep and demolition or construction of structures over 3 stories in height he Building Official under the provisions of this Code shall expire by limitation and become null and void if the permit is not commenced within 365 days from the date of such permit or if the building or work authorized by >ned at any time after the work is commenced for a period of 180 days (Section 303(d) Unifprm_Buildmg Code) DATE WHITE File YELLOW Applicant PINK. Finance DEPT: BUILDING FINAL BUILDING INSPECTION ENGINEERING FIRE PLANNING U/M PLAN CHECK*: CB931031 PERMIT*' CB931031 PROJECT NAME: 800 SF CONV WREHOUSE TO OFFICE KB ^ r/ ' IJ3>f f x' ' WATER DATE: 02/02/94 PERMIT TYPE: ITI ADDRESS: 2293 COSMOS CT CONTACT PERSON/PHONE #: MH/DAVE/432-6677 SEWER DIST: CA WATER DIST: CA INSPECTED BY: ^- INSPECTED BY: INSPECTED BY: DATE INSPECTED: DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED APPROVED / /DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS: V CITY OF CARLSBAD INSPECTION REQUEST PERMITtf CB931060 FOR 02/15/94 DESCRIPTION: 384 SF OFFICE AND 60 SF STAIRS TYPE: ITI JOB ADDRESS: 2293 COSMOS CT APPLICANT: ALLIED MODULAR BUILDING CONTRACTOR: OWNER: REMARKS: RS/ED SPECIAL INSTRUCT: PHONE: PHONE: PHONE: INSPECTOR AREA PD PLANCKfl CB931060 OCC GRP B-2 CONSTR. TYPE VN STE: LOT: 714 550-7680 INSPECT TOTAL TIME: —RELATED PERMITS— 19 29 39 49 PERMIT# SE910007 CB930812 CB931321 AS930088 AS930091 AS940003 CD LVL DESCRIPTION TYPE STATUS SWOW ISSUED ELEC ISSUED MISC ISSUED ASTI ISSUED ASTI ISSUED ASC ISSUED ACT COMMENTS ST Final Structural PL Final Plumbing EL Final Electrical ME Final Mechanical ***** INSPECTION HISTORY ***** DATE DESCRIPTION 120994 Final Combo 012894 Final Combo 012694 Final Combo 011394 Rough Combo 011094 Interior Lath/Drywall 011094 Final Combo 010794 Interior Lath/Drywall 102293 Frame/Steel/Bolting/Welding ACT CO CO CO AP PA PA NR AP INSP PD PD PD PD PD PD TP PD COMMENTS LEVER HARDWARE CEILING WALLS-CEIL N/I BY FIRE WALLS-CEIL N/I BY FIRE BOTTOM TRACK BOLTING ESGIL CORPORATION 9320 CHESAPEAKE DR , SUITE 208 SAN DIEGO, CA 92123 (619) 560-14^8 JURISDICTION PLAN CHECK NO PROJECT ADDRESS PROJECT NAME (J, fear Is bad 92>- \0(s>0 SET : 0 O S "-^ 0 f^f W rs <s. taar-W Gjol£ T [H Ct I. [jFILS COPY QDESIGN-ER D D D The plans transmitted herewitn nave been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewitn will substantially comply witn the ]unsdicj:ionl s building codes when minor deficien- cies identified M mg. 'CCVTffiC JCS log (<3tO are resolved and checked ny building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The cneck list transmitted herewith is for your information. Tne plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to fl|| Esgil staff did not advise the applicant contact person that ^^ plan check has been completed j| Esgil staff did advise applicant that the plan check has been completed. Person contacted•_ Date contacted: AQLJUu ESGIL CORPORATION DGA DCM DPC ESGIL CORPORATION 9320 CHESAPEAKE DR , SUITE 208 SAN DIEGO, CA 92123 (619) 56O-1468 D&TS i/a/ / I JURISDICTION _ PL-N CnECK NO PROJECT *DDRSSS PROJECT Is'.f'S Gar U bar! 9/S- IQ^O SET , CL 9 ?;\*> V) > "i APPLICANT Tne plars transmitted nere*ifi -ave been corrected *'here recessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith v.ill suostantially comply with tne jurisdiction's bailding codes wnen Tiror deficien- cies identified are resolved and checked oy building department staff D The plans transmitted herewitn have significant deficiencies identified on the enclosed checK list and should oe corrected and resuomitted for a complete recneck. re^orlcs be\ou> are am The oue^rjc—J n,.tr transmitted herewith TS for your information. «<6i Tne plans are being held at Esgil Corp. until corrected plans are submitted for recheck. |i The applicant's copy of the cneck list is enclosed for the '—' jurisdiction to return to the applicant contact person. The applicant's cooy of the check list has been sent to. , iiji Esgil staff did not advise the applicant contact person that plan check has been completed e-XOSPt by V^CLtl { ] Esgil staff did advise applicant that the plan check has been comoleted. Person contacted 9270S Date contacted: REMARKS: Telephone r_ fcr-fte. ore' ' ESGIL CORPORATION DGA DCM ESGIL CORPORATION 9320 CHESAPEAKE DR , SUITE 208 SAN DIEGO, CA 92123 (619) 560-14^8 DATE JURISDICTION LLfl.riSb<an I^PLV< CHECKERCFILS COPY ?LT-N CnEC< NO- 3S~ \Q(nC) SET X QUPS QDESIC\ER PROJECT ADDRESS 2-2. 9?> CV^XYl^i^ Gfc PROJECT N'T-ME CVlfl \4-er Gnl V T. X Tne plans transmitted herewitn nave been corrected v,here necessary and substantially comply with the jurisdiction's DUilding codes .— The plans transmitted herewitn will suostantially comply I I with tne jurisdiction's building codes wnen Tiiror deficien- cies identified are resolved and checked oy building department staff D The plans transmitted herewitn have significant deficiencies identified on the enclosed check list and should oe corrected and resubmitted for a complete recheck. D The cneck list transmitted herewith is for your information. Tne plans are being held at Esgil Corp until corrected plans are submitted for recheck D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person B The applicant's cooy of the check list has been sent to.All i" * ' • • -. i ft leri E. IJOikW.?. Mvjri r^d SxiwW / ^^i T •flfi Esgil staff did not advise the applicant contact person plan check has been completed. r~j Esgil staff did advise applicant that the plan check has been completed. Person contacted. Date contacted: Telephone f REMARKS: Enclosures ESGIL CORPORATION f6/<//93 DGA DCM DPC (Jiry OF ro de-4n(on ft-Q. U£C EOC\\ £\V eV QT f\V C-bVlI be The fli-tv ®v. 0-V-V!f_(^( sr T? Qtfeen'f n\r. "Hie. ev\H\r'c o-V- (Ala 11 aMr 7 A^Y\(L\ucx •fir rT\c _LAG-I % UECJK- l/VTS Q/v\rV ni u^ a~^ le OLlV -jr^roca_Q _f _^» r-r OfeC DateilO Jurisdiction Prepared by» QM PLAN CHECK NO. BUILDING ADDRESS "2-9-93 VALUATION AND PLAN CHECK FEE Q Bldg. Dept. D Esgil -S CLt, APPLICANT/CONTACT M\lfrl BUILDING OCCUPANCY fe . PHONE N0.(j 14^^550 "7 ( DESIGNER PHONE TYPE OF CONSTRUCTION \J~ k)CONTRACTOR PHONE BUILDING PORTION G-^r\C^ 5-fnlc^ Air Conditionine Commercial Residential Res. or Comm. Fire Snrinklers Total Value BUILDING ARE.A 2>M- (oO VALUATION MULTIPLIER OS (0.-7S- @ @ e VALUE ^(cOO G45 102.4S" Building Permit Fee $ Plan Check Tee $ COM HE NTS QQ $ &U9Q SHEET OF 12/87 City of Carlsbad Engineering Department DATE BUILDING PLANCHECK CHECKLIST PLANCHECK NO BUILDING ADDRESS PROJECT DESCRIPTION > ASSESSOR'S PARCEL NUMBER EST VALUE ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved The approval is based on plans, information and/or specifications provided in your submrttal, therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build DENIAL Please see the attached report of deficiencies marked with L~H Make necessary corrections to plans or specifications for compliance with applicable codes and standards Submit corrected plans and/or specifications to this office for review By.Date By.Date By.Date FOR QFFICAL USE ONLY AUTHORIZATION TO ISSUE BUILDING PERMIT- DATE ATTACHMENTS L~H Dedication Application ED Dedication Checklist O Improvement Application D Improvement Checklist D Future Improvement Agreement CONTACT PERSON NAME. ADDRESS . PHONE P \docs\chklst\bp0001 frm REV 6/5/92 2O75 Las Palmas Dr - Carlsbad, CA 92OO9-1576 - (619) 438-1161 - FAX (619) 438-O894 ® ' BUILDING PLANCHECK CHECKLIST SITE PLAN 1st/ 2ndv/ 3rd\/ 0 D CD 1 Provide a fully dimensioned site plan drawn to scale Show A North Arrow D Property Lines Easements B Existing & Proposed Structures E Easements C Existing Street Improvements F Right-of-Way Width & Adjacent Streets [U 2 Show on site plan A Drainage Patterns C Existing Topography B Existing & Proposed Slopes D 3 Show on a section drawing or include a note stating that there is a minimum of 6" difference between the finished floor and the finished grade elevation adjacent to the structure D 4 Include note "Surface water to be directed away from the building foundation at a 2% gradient for no less than 5' or 2/3 the distance to the property line (whichever is less)" On graded sites, the top of any exterior foundation shall extend above the elevation of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus two percent" (per 1990 UBC 2907(d)5) D 5 Include on title sheet A Site address B Assessor's Parcel Number C Legal Description For commercial/industrial buildings and tenant improvement projects, include Total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc) previously approved EXISTING PERMIT NUMBER DESCRIPTION P \docs\chklst\bp0001 frm Page 1 of 4 REV 6/5/92 BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE 2ndv/ 3rcV D CU 6 Project does not comply with the following Engineering Conditions of approval for Project No Conditions were complied with by Date DEDICATION REQUIREMENTS 7 Dedication for all street Rights-of-Way adjacent to the building site and any storm dram or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ -pursuant to Code Section 1840030 Dedication required as follows Attached please find an application form and submittal checklist for the dedication process Provide the completed application form and the requirements on the checklist at the time of resubmittal Dedication completed by Date IMPROVEMENT REQUIREMENTS 8a All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ -pursuant to Code Section 18 40 040 Public improvements required as follows Please have a registered Civil Engineer prepare appropriate improvement plans and submit them together with the requirements on the attached checklist for a separate plancheck process through the Engineering Department Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit Attached please find an application form and submittal checklist for the public improvements requirements Provide the completed application form and the requirements on the checklist at the time of resubmittal Improvement Plans signed by Date P \doc«\chW8t\bp0001 frm Page 2 Of 4 REV 6/5/92 BUILDING PLANCHECK CHECKLIST 1sti/ 2ndv/ 3rdv/ D D D 8b Construction of the public improvements may be deferred pursuant to code Section 1840 Please submit a recent property title report or current grant deed on the property and processing fee of $ so we may prepare the necessary Future Improvement Agreement This agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit Future public improvements required as follows D 8c Enclosed please find your Future Improvement Agreement Please return signed and notarized Agreement to the Engineering Department Future Improvement Agreement completed by Date D 8d No Public Improvements required SPECIAL NOTE Damaged or defective improvements found adiacent tc building site must be repaired to the satisfaction of the City Inspector prior to occupancy GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11 06 030 of the Municipal Code D D D 9a Inadequate information available on Site Plan to make a determination on grading requirements Include accurate grading quantities (cut, fill import, export) D D D 9b Grading Permit required A separate grading plan prepared by a registered Civil Engineer must be Submitted together with the completed application form attached NOTE The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit Grading Inspector sign off by Date D 9c No Grading Permit required BUILDING PLANCHECK CHECKLIST P \docs\chklst\bp0001 frm Page 3 Of 4 REV 6/5/92 MISCELLANEOUS PERMITS 3rdv/ D D 10 A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way Types of work include, but are not limited to street improvements, trees, driveways A separate Right-of-Way permit issued by the Engineering Department is required for the following Please complete attached Right-of-Way application form and return to the Engineering Department together with the requirements on the attached Right-of-Way checklist, at the time of resubmittal 11 A SEWER PERMIT is required concurrent with the building permit issuance The fee is noted in the fees section on the following page 12 INDUSTRIAL WASTE PERMIT is required Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Permit Industrial waste permit accepted by Date P \docs\chklst\bp0001 frm Page 4 Of 4 REV 6/5/92 CALCULATIONS WORKSHEET EDU CALCULATIONS EDU's APT CALCULATIONS ADT's FEES REQUIRED X" WITHIN CFD D YES (NO BRIDGE & THOROUGHFARE FEE, REDUCED TRAFFIC IMPACT FEE) DNO D 1 PARK-IN-LIEU FEE PARK AREA 2 TRAFFIC IMPACT FEE ADT's FEE/UNIT FEE/ADT 3 BRIDGE AND THOROUGHFARE FEE ADT's FEE/ADT U 4 FACILITIES MANAGEMENT FEE ZONE FEE/EDU D 5 PUBLIC FACILITIES FEE D 6 SEWER FEES PERMIT No EDU's FEE/EDU BENEFIT AREA FEE 7 SEWER LATERAL REQUIRED (2,500 DEPOSIT) $_ $ REMARKS P \docs\chklst\bp0001 trm REV 6/5/92 PLANNING CHECKLIST Plan Check No 93-/p£Q Address Planner VAN LYNCH _ Phone 438-1161 ext 1325 (Name) APN 243 D ill tl a a aooo Type of Proiect and Use * *o41 41 Zone r/^\ Facilities Management Zone J Legend Li] Item Complete i g i i a. a. Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified D D Environmental Review Required YES NO TYPE DATE OF COMPLETION Compliance with conditions of approval? If not, state conditions which require action Conditions of Approval , D D Discretionary Action Required. YES NO TYPE APPROVAL/RESO. NO DATE. PROJECT NO OTHER RELATED CASES: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval D D California Coastal Commission Permit Required YES NO DATE OF APPROVAL. San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA. 92108-1725 (619) 521-8036 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval D Landscape Plan Required YES NO See attached subrruttal requirements for landscape plans Site Plan. E"|j D D Zoning* 3 4 Provide a fully dimensioned site plan drawn to scale Show North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, nght-of-way width and dimensioned setbacks Show on Site Plan Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway Provide legal description of property Provide assessor's parcel number Setbacks 0^6 an * a a a a ™ c Front ^p> Int Side Street Side Rear' 0J/Cs 2 Lot coverage tifCs 3 Height £?/£•-. 4 Parking- Additional Comments Required Required Required Required Required Required Spaces Required o£ Guest Spaces Required Shown Shown Shown Shown Shown Shown 3 Shown A?/ Shown OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER iM DATE PLNCK FRM CIVIL & STRUCTURAL ENGINEERING 2216 WILSHIRE BLVD SANTA MONICA CALIF 90403 213-8283431 OJENT.DATE. PROJECT-ENGR.- SHEET.-OF. Waup f KLINGLER KVa. 10 •*- ' ---* *.-t - CIVIL ft STRUCTURAL ENGINEERING 2216 WILSHIRE BLVD , SANTA MONICA, CALIFORNIA 90404 AREA CODE 213 TELEPHONE 828 3431 CLIENT. PROJECT. DATE. ENCR. SHEET..OF. STRUCTURAL CALCULAT-I O N P R E" r H'R~E~TJ F'O R STAivlDARD CALCULATIUiJo. FUR FRE FAB iTAilWV* L.ADDE.R lU'i-'Ui ir li __ / '_iEL'Jr\'.ic_ _i 1 z 1 L'l-if"' Fsul JC ti ;h t_L fi LMJ Li-t <>.! EZDUnFD D. r Ei_i_riAr< r T£ -X -X V- > •>> -X >(l >T > > V' ^ > - ITI-v 1 1 4i_ -i'. i>J I L .rllRE Lu-'v H I lUn 1 '. M L. A.- JG3 a 32 L 12 DATE 15 NOVEMBER City of Carlsbad 93164 Fire Department • Bureau of Prevention Plan Review: Requirements Category Building Plan Check Date of Report Friday, October 15.1993 Reviewed by htofc.. ^uJL- Contact Name Anne Parlzeau Address 4141 Ball Rd City, State Cypress CA 90630 Bldg Dept No 93-1060 Planning No Job Name Charter Golf Job Address 2293 Cosmos Ste or Bldg No Approved - The item you have submitted for review has been approved The approval is based on plans, information and/or specifications provided in your submittal, therefore any changes to these items after this date, including field modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements Disapproved - Please see the attached report of deficiencies Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards Submit corrected plans and/or specifications to this office for review For Fire Department Use Only Review 1st 2nd 3rd Other Agency ID CFD Job# 93164 Flle# 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 City of Carlsbad 93164 Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check / Date of Report Friday. December 1 o. 1993 Reviewed by H JQ A G>uJL/- Contact Name Anne Parlzeau Address 4141 BaliRd City, State Cypress CA 90630 Bldg Dept No 93-1060 Planning No Job Name Charter Golf Job Address 2293 Cosmos Ste or Bldg No S3 Approved - The item you have submitted for review has been approved The approval is based on plans, information and/or specifications provided in your submittal, therefore any changes to these items after this date, including field modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements s D Disapproved - Please see the attached report of deficiencies Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards Submit corrected plans and/or specifications to this office for review For Fire Department Use Only Review 1st 2nd 3rd Other Agency ID CFD Job# 93164 File* 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 FOX ENGINEERING JAMES M FOX, STRUCTURAL ENGINEER JAMES G FOX, CIVIL ENGINEER 8060 TELEGRAPH RD • DOWNEY CALIF 90240 310 806 1337 310 927 2500 FAX 310 927 2509 ORDER NO SHEET BY CUENT JOB DESCRIPTION .OF DATE LICENSE NO RESPONSIBILITY Fox Engineering was engaged to provide calculations and consultation in connection with the above described project. We have no authority insofar as contractor's or owner1 are concerned Ouner and contractor are admonished all safety ordinances for protection of personnel. s personnel to observe In making use of these documents, contractor/owner agree to hold Fox Engineering harmless from all costs of litigation that may arise out of alleged damages or injuries associated with the work defined by these documents, including attorney's fees and judgments, unless it is proven that said injuries or damages resulted from errors in or omissions from the documents. 3egnO oa o om •4ma FOX ENGINEERING JAMES M FOX, STRUCTURAL ENGINEER JAMES G FOX, CIVIL ENGINEER 8060 TELEGRAPH RD • DOWNEY CALIF 90240 310 BOB 1337 310 927 2500 FAX 310 927 2509 OtKINO SHEET 1^ Of DATE CLIENT JOB DtSCKIPTION LICENSE NO ^ FOX ENGINEERING JAMES M FOX, STRUCTURAL ENGINEER JAMES G FOX, CIVIL ENGINEER 8060 TELEGRAPH RD • DOWNEY CALIF 90240 3,0 806 1337 3,0 927 2soo PAX 310 927 2509 0«D€«NO SHEET ^ BY C^ DATE CUWT JOB IICENSE NO lo 4-' , 5TEFL DECK IS FOR SUPPHRTING THE CEILING ONLY NO PERSON SHALL RF PERMITTED TO WALK ON THIS DECK/DUST COVER STEEL DECK IS CONNECTED TO WALLS (TOP CHANNEL) WITH #8 X 3/4" TEKS AT 12" D C (EA VALLEY) AND #8 X 3/4" TEKS AT 48" Cl P ALONG EACH DECK PANEL LAP (EVERY 36") ICBO Evaluation Service, "inc. A subsidiary corporation of the International Conference of Building Officials * EVALUATION REPORT -I* I IM«IU( .I...I.O-Ir. K l-x Report No 41 No\ ember J9> Hllng Uiegory ROOF, WALL AND FLOOR PANELS-Steel ELIXIR LXR-B, LXR-BONDEK AND LXR-3W STEEL DECKS ELIXIR INDUSTRIES -POST OFFICE BOX 470 CARDENA, CALIFORNIA 90247 I Subject Elixir LXR B LXR-Bondck and LXR 3W Sieel Dec II Description General The galvanized decks are formed from ASTM A 446 Grade C steel The galvanized coating must conform to ASTM A 525 The decks are fluted sections as shown in Figure No I and arc available in thicknesses noted in Table No I All decks are welded to supporting elements using E60 or E70 rods with a minimum size of'/«inch Arc seam welds must be a minimum of 1'/; inches in length See Figure No I for details Arc spot (puddle) welds must have a minimum fusion area to supporting members of not less than J/«-mch by 1- inch oblong or V:-mch round Prior to welding the welder must demon suite his ability to produce the prescribed welds to the satisfaction of the special welding inspector See Figure No 2 for end weld pauerns Allowable Loads Allowable vertical loads for steel decks without con crete fill must be calculated using the section properties shown in Table No I End and intermediate reactions for steel decks without concrete fill arc limited 10 allowable values shown in Table No II Allowable superimposed loads for steel decks wuh concrete fill are noted in Tables Nos VIII X Allowable diaphragm shears and flexibility factors are show n in the accom panymg tables Allowable vertical loads for steel decks with Zonolitc Insulperm fill must be calculated using the section properties shown in Table No I of the master - report End and intermediate reactions for steel decks with Zonolite Insul- perm fill are limited unallowable values in Table No II Steel Decks with Concrete Fill The steel decks described in ihis report may be filled with normal rock or expanded shale aggregate concreie having a minimum ultimate compressivc strength of 3000 psi Concrete must be a minimum of 2 inches thick above the surface of the deck A minimum mesh of 6 x 6 Wl 4 X Wl 4 u elded wire mesh must be placed approximately 1 inch below ihe top of fill in all decks If fill exceeds 3'/< inches o\cr the lop of ihe deck mesh must be used w ith an area m square inches per foot equal to 01 times the depth of the fill over the lop of ihe deck. Composite sections should not be used for loads w hich are predominately vibratory Deck thicknesses in the tables are the nominal base metal thickness used in design The concrete thickness in the tables is the total depth including the depth of Ihe deck section The tables give one two or three span conditions for construction loading with maximum spans to be used without midspan shonng and the allowable superimposed loads based on a simple span condition for com- posite behavior The determination of shonng limits are based on the strength of (he deck section using a construction uniform live load of 20 psf or a concentrated live load of 150 pounds applied at midspan The shonng requirements are also determined using a deflection limit of the span .divided by 180 but not to exceed V< inch when the deck is loaded with construction dead load only The construction dead load is assumed as a uniform load over the length of the deck element One row of shonng is required at midspan for values to the nght of the heavy line in dx load tables - ' ' :?*&«(*- - The dead load on the deck includes the weight of nominal concrete ?- thjckness plus 3 psf for normal concrete slabs and 2 psf for lightweight concrete slabs to account for the concrete deposited as a result of the " deflection of the deck .during the pounng sequence, but no allowance u made for weight resulting from the deflection of supporting framing mem- •»« -' second and fourth limitations specified in Table 9 5(b) of AC] 318 83 ipee't ihcMird limitation in the table, special calculations are required 1 'ATLAS System Steel Deck The ATLAS System consists of LXP Sicel deck sections 36 inches wide without concrete fill The deck. -. ,--j1,£estraineo' at the ends " ' Welding details are similar to those noted above and in the general no for ihe tables Seam attachment spacing and weld pattern requirements noted in Table No V Fillet welds must be made with a '/i inch rod and must be used lo conn the lop flute element at lapped end splices (when required) and to conn the ATLAS L restramcr angle as noied in Figure No 4 Allowable d phragm values are noicd in Table No V The ends of deck must be either end lapped with continuing deck ur using minimum 2'/_ inch end lap or must be restrained by a ATLAi restraint as shown in Figure No 4 The lop flute at an end lap may or may be welded dcocndmg on the shear or stiffness requirements of the c phragm as noted in Table No V Steel Decks Covered with Zonolite Insulperm Fill The roof c phmgm construction consists of 36-inch wide LXR-B Veatline steel par described in this report welded to ihe support framing with the panel e restrained by the Atlas System as described in the master report, except lop flute element at lapped end splices must be fastened with fillet we: The steel deck is covered with a Zonolite concrete slurry leveled to a Y«-i thickness over the flutes Insulperm board is firmly sealed and leveled the slurry surface before initial set occurs, with board slots at right angle the deck span end joints staggered and all joints butted snugly A 2-i; minimum thickness of Zonolite concrete is laid immediately and screede* a level even surface to receive built-up roofing A maximum of 30 mini is permitted for each construction sequence With all slurry covered the K day The Zonolite concrete and Insulperm insulation board is dcscribcx Evaluation Report No 3260 The LXR-B deck is installed in the non position and attached to the support framing with the 7-end weld patt shown in Figure No 2 of themasterreport.Theseamsmaybeeitberbut punched or welded using minimum 1 '/i-inch-long top-seam welds, ac nonal welding details are in the general notes for the tables in the ma report Allowable diaphragm values are noted in Table No XTV Identification Each bundle is identified with a glue-on label noting manufacturer s name the deck type and gauge. The Zooobte concrete Insulperm insulation board are identified in accordance with Evalua Report No 3260 ' '_ ' III Evidence Submitted Descriptive details diaphragm shear vai and section properties have been submitted "~ '' Findings IV Findings That the FJuar steel decks described? in this report an alternate type of construction to that specified In (be 19S5 UmTo Building Code, subject to the following conditions: 1 Allowable spans for vertkaTloading are based on section pr titles shown in Table No I, except as noted in Tables Nos. XIV 2 Allowable diaphragm shears do not exceed values indicates the accompanying tables No increase for sfaort-tenn Joadln allowed. t ," „•£»," 3 Special Inspection for welding In accordance with Section must be provided. - ~'•7^'i- 4 Consideration for diaphragm deflection shall be as'set fortl Table No X. ._ ,- =-^m.Sff~— - The deflections resulting from the tabulated loads are less than the first' «*&• 5 All decking may be used for fire-resistive roof deck coestnct described U Table No. 43-C of the code and Evaluation Rept Nos 2434 and 3260, provided the fill typeT thickness and c struction are as specified therein — ir ' 4 This report is subject to re-examination In two years Evaluation reporlt of ICBO EralitotionSenrtce, Inc , art liiued tottly to pronde information to Clan A. members of ICBO, utiLang tht code upc winch the rrporl u bated Evaluation reports art not to be construed tu rtprttenting aesthetics or any other attributes not specifically addressed nor t an endorsement or recommendation for tat of Ike subject report •jgjffl^ Thu report Is based upon independent tests or other (ethnical daiasubmilled by the applicant The ICBO Evaluation Service. Inc , technical *^/7^ r*~r*~~J il>' ini rrri tir finitlor otkrr Jala but doft not postta tett fafiUtiet tn make an independent fmrirtifinn There U no trarroMfl by /Co 'F8CM3OTZ8 O. 417e r JL NSIOER-H-TYP NSIOER, - NSlDERj- 130T LXH-fl DECK (24 3<r »f>d 3«" WIDE) LXR-3WWEB EMBOSSMENTS DECKING PROFILES TABLE NO J—SECTION PROPERTIES FOR LXR-BONOEK. LXR B AND LXR 3W DECKS (p«r foot width of deck) " " LXR BONDEK OAOCMX 16 IS 20 22 f(«) 060 048 036 030 onois>»(mn 1 288 1031 \ 0773 0645 '('"«) 0 769 0595 0426 0345 S"r(INl) 1 209 0977 0740 0620 j*,<»Ni) 0596 0480 0362 0303 5>r(m>) 0847 0582 0361 0270 S'.l'N'l 0570 0448 0327 0268 LXR-3WDECK WELD-TYP ^ n . nj i i 2£NOWELO- ' FfcTTEBN J L 4EXDWELD-,Inarern ' '- LXR-BONDEK (NORMAL) AftCSCAU. WELD-TYP Jj < 200 WELD FlCTCTN 1_ 4ENOWEU)) J LJ U U1 Jr 1 1 1 1 f-^T" LXR BONDEK (INVERTED) LXR B DECK r CAGE.NO 16 18 20 22 24 26 I (IN) 060 048 036 030 024 021 CROSSxiwn 1 014 0811 0608 0507 0406 0355 <(IN«) 0410 0322 0231- 0 187 0 143 0 125 s«r<»"> 0560 0395 0254 0 193 0 140 0 116 S".(l«i) 0427 0336 0245 0201 0 157 0136 »rpKJ) 0613 0495 0373 0309 0245 0213 *».OK>) 0434 OJ50 0258 0206 0156 0133 TABLE NO. J—SECTION PROPERTIES—DEFINITIONS/SYMBOLS l =» base metal thickness Gross (Inches) A = gross area of section (Square Inches) /net momcat of mcrua of steel deck deflccuon cnlcru (positive bending) (Inches') net section modulus of steel deck with respect to the top fluge of normal deck (positive bending) (Inches1) net section modulus of siecl deck with respect to the booom flange for normal deck (positive bending) (Inches') net section modulus of steel deck with respect to the lop flange for inverted deck (negative bending) (Inches') net section modulus of steel deck with respect to the bottom flange for inverted deck (negative bending) (loch1"^ MTTfBU 7 JDOVVOD ^ 1 1 1 ' 1 i I 1 c LXR-B DECK (3(T) NORMAL 1 - H ^X 4EKOWELD * \ fKTTEffi -J, .- ...» 1 SBOWSJO y J 1 1 LXR-B DECK (301 INVERTED 3 END WELD"/ rMTDM ' 4EM3VTELD/J fUTTERH _^ '-.;-,-, '^^•r.-ns^te-^ -^jr -- *£&•; -^ • - 7OOWCLOMT-O*< - LXR-B DECK (M~] NORMAL -. ,. LXH-a DECK P«T IMVERTED1 ^f - --1' ' - '^^:l n PATTERNS FOX ENGINEERING JAMES M FOX< STRUCTURAL ENGINEER JAMES G FOX, CIVIL ENGINEER 8060 TELEGRAPH RD • DOWNEY CALIF 90240 1 310 806 1337 310 927 2500 FAX 31O 927 2509 OtDEK I SHEET . IY -'7SSc DATE \l- CLItNT JOB DESCRIPTION LICENSE NO -A UW •Z-.Cy0.-Z- Jfc 1. & 2.000 x II * CojJf /V x I ^^f ef 04 >- p- K. -4- 7c-b (-7C-&-*- 2T?i) -• FOX ENGINEERING JAMES M FOX, STRUCTURAL ENGINEER JAMES G FOX, CIVIL ENGINEER 8060 TELEGRAPH RD • DOWNEY CALIF 90240 ' /75$0 310 806 1337 310 927 2soo FAX 310 927 2509 ***" -"- iv 6*- Of CllENT JOB KSCINPTIOf-J H ItCENSI NO 4- 0. , 4-" x x 1 . s o (4-1 -" •- "'^v FOX ENGINEERING JAMES M FOX, STRUCTURAL ENGINEER JAMES G FOX, CIVIL ENGINEER 8060 TELEGRAPH RD • DOWNEY CALIF 90240 310 8061337 310 927 2500 FAX 310 927 2509 ORDER NO SHEET 5 BY &?. OF DATE GHENT JOB DESCRIPTION LICENSE NO i-—."k.1-^ <c^Jc •s 1 ivrr S- o C. 4» I -Tcx- G "oO ViJl •Roop" of ( £> 1-2. j> xo > om •fo-f' % 4-'X- <e>f JO.1 -To FOX ENGINEERING JAMES M FOX, STRUCTURAL ENGINEER JAMES G FOX, CIVIL ENGINEER 8060 TELEGRAPH RD • DOWNEY CALIF 90240 310 806 1337 310 927 2500 FAX 310 927 2509 ORDER NO SHEET C BY &> - I "7/5 S OF DATE IU CUENT JOB DESCRIPTION LICENSE NO 3DCD oa •o o a (A Omz ma FOX ENGINEERING JAMES M FOX, STRUCTURAL ENGINEER JAMES G FOX, CIVIL ENGINEER 8060 TELEGRAPH RD • DOWNEY CALIF 90240 310 8Q6 1337 310 927 250o FAX 310 927 2509 ORDER NO SHEET BY DATE CLIENT in» r>F<;r»iPTiON NO ARBOa>•o O >3) Om ma s2 FOX ENGINEERING JAMES M FOX, STRUCTURAL ENGINEER JAMES G FOX, CIVIL ENGINEER 8060 TELEGRAPH RD • DOWNEY CALIF 90240 gio 8Q6 1337 310 927 2500 FAX 310 927 2509 ORDER NO SHEET BY OF DATE JOB NO r AT h - o - / I SO I aooo o31 Tl O >3) om v "• ;KmiTiTiar <st CIVIL * STRUCTURAL ENGINEERING 2216 WILSHIRE BLVD , SANTA MONICA, CALIFORNIA 90404 AREA CODE 213 TELEPHONE 828-3431 CLIENT— PROJECT. DATE- ENGR, SHEET..OP. vt ! '-]' 1 ' - f , r , r . ."•r "•*,: z|"'-'-"".' -~-1 - "~ij. 4~J -';' s j "R" U V~i ~u K~A -L"-" c A L c u L ^ T--I ~o"-~ I I- - y P T^ ET T^ fl R t iJ > r U K . **«•*• «-*r«-**#******#«-^**- *•#***"* PROJECT STANDARD CALCULATIDNi FOR .F RE-FAB STAJKwAY TOWER ..." LADDER INDUiTrlCS/ wE-OFvCiE J. LAFs:.O.>l i'Sl1?1 uARFsnNCA iTRLEF; L.A.^ LM. ' PROJECT ENGlMccR EDWARD D. KELLMAN «•«• «•*«•**«••»>{••*•«•**•»••«• EMOIWEFK VI^iCEiJT I-Ev'IiJ KCLL T' £' ALSOC1ATLS 2210 UILSHIRE Lfi_'v&. —_- -• - =ANTA riONICA- CA.- JOff #S2 L 12 DAtE 15.'NOVEMBER 19&2 - -".I - I."." CIVIL ft STRUCTURAL ENGINEERING 2216 WILSHIRE BLVO . SANTA MONICA. CAUF 90403- 213428-3431 —I. CUBIT.DATE. FKUKT.ENGR. .OP. KLINQLER K>VH. 10 -,4-r-CIVIL ft STRUCTURAL ENGINEERING- v^n^hHV^^ ^w ^HHMV^F —^-—^ ---».*. _ 2216 WILSHIRE BLVO . SANTA MONICA. CAUF. 90403- 21342B-343T CLIENT.DATE. PROJECT. .. r, SHEET..OP: U i. A J 1, ? *-_ ? KLINQUER WV& 10 CIVIL ft STRUCTURAL ENGINEERINO- 2216 WILSHIRE BLVD , SANTA MONICA. CALIF 90403 213*28-3431 CUBIT.DATE. PROJECT.EHGR.. .OP. \\ l r> * £ o * KLINOLER K-VB. 10 ft-CIVIL ft STRUCTURAL ENGINEERING ^c 4 : -,' - 2216 WILSHIRE BLVD. SANTA MONICA CALIF. 90403 213^28-3431 CUBIT. PMUECT. '• - DATE. - t- - SHIZT. KLINOLER K-V& 10 CIVIL ft STRUCTURAL ENGINEERING 2216 WILSHIRE BLVD . SANTA MONICA. CALIF 90403 - 21M2B-3431 CUBIT.DATE. PROJECT. SHOT..OP. KLINOUER KVB. 10 .- VXN^ ^... - CIVIL ft STRUCTURAL ENGINEERINQ- 2216 WILSHIRE BLVD . SANTA MONICA. CAUF 90403 21342B-3431 CUMT.>- DATE. PROJECT. .OF. if e> u KLINOLCN M>VB. 10 ciVIl ft STRUCTURAL ENGINEERING-— ---- 2216 WILSHIRE BLVD . SANTA MONICA. CALIF 90403 21M2B-3431 DATE PKXICCT ENGIL. t-k* .7 KLINOUER KV& 10 L*.. -- t i , — CIVIL ft STRUCTURAL ENGINEERING 2216 WILSHIRE BLVD.. SANTA MONICA. CALIF 90403 213428-3431 CUMT.DATE. ENdt, .OP. KLINOLER K>VSL 10 »« .s u CIVIL ft STRUCTURAL ENGINEERING- — — ~ T 2216 WILSHIRE BLVD . SANTA MONICA. CALIF 90403 213428-3431 CUBIT.DATE. PMXIECT.ENCIt fc , I*' -f- KLINGLER KVK 10 - --• • 1 - . - CIVIL * STRUCTURAL ENGINEERING— — ---- 2216 WILSHIRE BLVO . SANTA MONICA. CALIF 90403 21342B-3431 DATE. ENGH. SHEET.OF. Waup . op f KLINGLER KVB. JO is III 4 »»» i+<*t t ft A I 1 1 \\ \\ \ V)' ^ A n « 1 TITLE 24 REPORT FOF: CHARTER SOLF.LQKEh AVENUE WEST CA 92V03 FRDJECf DESIBNER: '' '' PAPER BJILDINGS 4141 BALL Rd. SUITE 112 CYPRESS, CA 90630 ?lO-421-9277 C V./ 1 '" :;,^ OWNER. CHARTER GOLF2791, LOKE'R AVENUE WESTCARLSBAD, CM 920O8 REPORT PHEPARFD BY: IDA ENJ1NEEKJNG 471:, E*. PD-rriCQ f £.GJNA NIBJE.L, LA 92656 ,ot> Numbers 92T145 Date: 12/3<>/1992 Tne COMFi_v 24 computer program hss been used to perlcrn the summarized in this compliance report. This program has interrAni;/ and is authorized by the California Energy Commission -for use Second Generation Nonresidential Building Energy Efficiency*S1bf for Nonr«?s:dppti£il Occupancies. Second Generation Residenti Shewn to comply with this program conform to the results prod,^C«d by the ^uhljc Dogear Pcant System, developed by the California Energy 'Commission. This program developed by Sabel Dodd Associates (415) 42*3-0803. If:' '"*"-* >' , L * ' Table Of Contents for Title 24 Report f ^ ,,^u tm i un nrr» • nM-rrr-a-M^ " i»J^~.-^ — ^— r^~~ f~*~~"" ^ •" -"" "• ft Cover Page 1 I .* ^ •Table of Contents 2 Form CF-1B Certificate of Compliances Nonresidential ••j/'V;^* ' ''•' m> * '• *.* ' '•• ':!**r*' § Form MF-1 Mandatory Measures Checklist is^sfcy? fg ^orm WS-1A Energy Budgets Worksheet . 8 "*" Form CF-2 Envelope Summary & Worksheet 1$ ! ^ .1. f- $ ?" '" ^ Form CF-4 HVAC Summary 13 ji Form WS-4 HVAC System Summary Sheets ...:......... 14r Form CF-5 Installed Lighting Summary 15 Form WS-5A Lighting Controls Credit Worksheet 16 HVAC Zone «c Space Loads Summary . . 17 ^ * !'y. „ CERTIFICATE OF COMPLIANCE (part 1 of 3) Project: CHARTER GDLF Designer: PAPER B«IILDTNSS Location: Carlsbad Documentation: IDA ENGINEERING CF-1B page 3 of 20 COMPLY 24 v 3.10 Building Permit No Checked By Date (User ** 1240) Date: 12/3O/1992 PRINCIPAL DESIGNER, compliance with the provided it'is bull future improvements on this Certificate prepared to include for compliance, with and/or rot subject The proposed building will be in substantial California Building Energy2 Efficiency Standards t according to the plans and specifications and provided are completed according to the requirements indicated of Compliance. The plans and specifications have been all significant energy conservation features required the Standardjg.^J|ittlding *r*as that are unconditioned to the 1 >iiitiillflii(llilllB liHilintrrl on the plans. Plans Dated: Signature:. PAPER BUILDINGS 4141 BALL Rd. SUITE 112 CYPRESS, CA 90630 ed:'1. Date: 21-9277 . License No; OWNER. The energy conservation fearfcures and performance specifications indicated on this document and on, the plans and specifications sh&JP apply* to future alterations, unless compliance is demonstrated anew «n^\|[ fiew Certificate of Compliance is submitted. A copy of this Certificit* will'be retained and transmitted to future tenants, subsequent owners or others,, With responsibility for making improvements or modifications-|to the building. If this certificate is lost, a new Certificate may be before a permit is issued for alterations. Unconditioned areas »re, ; indicated on the plans and, if these areas are conditioned in the future, they must be made to comply with the applicable energy standards then in effect. Signature;.Date: CHARTER GOLF 2791 tOKER AVENUE WEST CARLSBAD, CA 92OOB ENFORCEMENT AGENCY. The proposed building, and future alterations will comply with the California Building Energy Efficiency Standards* provided future alterations meet the requirements indicated on this Certificate and all applicable mandatory measures, as long as the building occupancy type remains unchanged. Signature: Name: Agency: Address: City/State/Zip:. Date: CF-1B page 4 of 20 ! COMPLY 24 v 3.10 " CERTIFICATE OF COMPLIANCE (part 2 of 3) • Project: CHARTER GOLF Designer: PAPER BUILDINGS Location: Carlsbad Date: 12/30/1992, Checked By Documentation: IDA ENGINEERING ', Building Permit No \ Date (User # J.24O) ENERGY ANALYST. The energy performance analysis summarized below was t. performed using an approved CEC calculation method, with CEC approved fixed and restricted engineering inputs for the applicable climate zone and occupancy type, and using a reasonable representation of building zoning and physical configuration. All significant energy conservation features are listed below, or on an attached supplement. * * \ ft —^^*-*"^^^^^*^""—™"^^^^fc. Signaturet'T^rK-*-—• Y * ' ' *=~^ Date; / 1 IDA ENGINEERING 24751 EL PORTICO LAGUNA NIGUEL, CA 92656 (714) 831-5858 GENERAL Job tt: 92T145 REFERENCE 1 Unconditioned or Multi-tenant Shell'' 2 CEC Occupancy Type 3 UBC Occupancy Group/Division 4 Climate Zone WS-IA 5 Conditioned Floor Area WS-IA 6 Unconditioned Floor Area 7 Budget Table (from Standards) 1988 ed. 8 Allowed Energy Budget WS-iA 9 Calculation Method CEC Code/Date CPO-07 10 Multiplier CEC 11 Calculated Energy Use WS-IA ENVELOPE REQUIREMENTS 12 Average Roof/Ceiling Rt CF-2 13 Average Exterior Floor Rt CF-2 14 Average Opaque Wall Rt CF-2 15 Glazing Area in Wall CF-2 16 Average SC (Glaaing in Wa31) CF-2 17 Blazing Area in Roof CF-2 18 Average SC (Glaring in Roof) CF-2 LIGHTING REQUIREMENTS 19 Whole Building Allowed Adjusted LPD CF-5 22 Package Lighting Reduction WS-IA 23 Lighting Controls Required'' CF-5 MECHANICAL REQUIREMENTS 24 Systen> Type 25 Fan Wattage Index CF-4 26 Rated Cooling Efficiency CF-4 27 Rated Cooling Capacity CF-4 28 Rated Heating Efficiency CF-4 29 Rated Heating Capacity CF-4 30 Economizer Cooling'? CF-4 31 CF-1X Attached'' 6/28/1988 *- 1.027 117.2 kBtu/sqft-yr 3.11 h-F-sqft/Btu O.OO h-F-sqft/Btu. 2.73 h-F-sqft/Btu 216 sqft O.31 0 sqft 0.00 1.5OO watts/sqft -0.42O wafcts/sqft No 0.427 watts/sqft 8.20 jfe£#)i- 17200 Bfcu/hr 2.82 (SSE/COP) 22200 Btu/hr No No CERTIFICATE OF COMPLIANCE (parf',3 of 3) mm B_L_ nj. n,,^ mK-n • .1- -^T— ...... ._--._!_ i iirr •.. -.-. n _«• • u_i_i~ i# _U- —• '-| i-l. ••• ._ Project: CHARTER GOLF Designer: PAPER BUILDINGS ^ Location: Carlsbad Documentation: IDA ENGINEERING CF-1B page 5 of 20 COMPLY 24 v 3.10 .f Building Permit No Checked By .jSfK. - Da te (Use r J* 124Q) Dates *12/3O/i99I Note: More than one Part 3 may be submitted, but all must re same Parts I & 2. The person riflpiMincible for preparing the documentation for each major building s/stem acknowledges t; compliance statement by signing the appropriate space below Compliance Statement. The-proposed building improvements comply with ths requirements Ifidicatet! on the Certificate o, for this building, dated ',' , « - The pians and specific^ the significant energy conservation1, features and the compl documentation is consistent wtjth, the jplans and specification^ ENVELOPE Modeled 1 Average Roof/Ceiling Rt 3.If 2 Average Exterior Floor Rt O.OO 3 Average Opaque Wall Rt .2.73 4 Glazing Area in Wall 216 5 Average SC (Wall) O.31 6 Glazing Area in Rocf O 7 Average SC (Roof) O.OO Other Requirerner t«;: Imprpvements Plans Dated Signatur Name U Company Add.-ess j City/State/Zip Enforcement Agency LIGHTING 8 Basis of Allowed LFD 9 Facl- A or WS-5C LPD 10 Package Lighting Red 11 Allowed Adjusted LPD(CF-S) 12 Lighting Control Credits0 Other Requirements: Modeled Improvements. Performance Plan* Dated^_ <.-0.42O> S-ignati Naftie^M 9/J- >^" Specs . No Ed m pa ny Address City/St Zipj Enforcement Agency MECHANICAL Modeled 13 Fan Wattage Index O.427 14 Rated Copling Efficiency 8.20 15 Rated Cooling Capacity 1720O 16 Rated! Heating Efficiency 2.82 17 Rated Heating Output 2220O 18 Economizer Cooling'' No 19 Simultaneous Heat/Cool0 No Other Requirements: Improvements Plans Dated Signature^ Name Company Address City/State"/Zip Telephone Enforcement Agency. MEASURES CHECKLIST ; Projects CHARTER BOLF JEtesi:gners PAPER BUILDINGS t Locations Carlsbad Documentation* IDA ENGINEERINQ :• •*; -j. . •«^1 of Date: 12/30/199': MF-1 page 6 of 20 COMPLY 24 v 3.10 Building Permit Nc Checked 6y Date (User #12405 ENVELOPE MEASURES Reference o Certified Insulation Materials per Sec. 2-5"ll(a) . o Insulation Installed to meet Flame Spread and Smoke Density Requirements of Sec. 2-5311 (b) J -. o Urea Formaldehyde Foam Insulation Installed per Sec. 2-5311,(c) .,. o Retrofit Insulation specified per Sec. 2-5313 ,.'•.. - - o Air Infiltration is minimized by specification of tested manufactured doors and windows and proper sealing and weatherstripping per Sec. 2-5317 ..,'.- v LI6HTIN6 SYSTEM MEASURES o Certified Luminaires/Bal lasts per Sec. 2-5314(b) . , _.., , o Independent Control within enclosed Areas per Sec. 2-5319{a) ••. „ o Manual Switching Readily Accessible per Sec.. 2-5319(b . . _,... .. o Reduction of Lighting Load to: at least 50% per Sec. 2-5319(c) (Occupancy Sensors or Programmable Timers meeting CEC Criteria may Substitute) 'ir . ; •.•; o Separate Switching of Do/lit Areas per Sec. 2-5319(d) ..._ * o Separate Switching of Display and Valance Lighting ir Retail/Wholesale Occupancies per Sec 2-5319(h) o Automatic Control of Display Lighting in Retail/Wholesale Occupancies per Sec. 2-5319(h) o Tandem Wiring of 1 and 3 Lamp Luminaires per Sec. 2-531e?(h) DAYLIGHTINS AND LUMEN MAINTENANCE CONTROLS (when applicable) Reference o Uniform Illumination reduction to 5O*/. per Sec. 2-5319(e).l .„... , ^' o Flicker Free Operation and no Premature Lamp Failure per- Sec. 2-5319 (e). 2 ..,,,'_ o Time Delays to Prevent Undesirable Cycling per Sec. 2-5319(e).3 llf^ANDATORY MEASURES CHECKLIST (part 2 of 2)MF-1 page 7 of 2O Project: CHARTER GOLF Designer: PAPER BUILDINBS Location: Carlsbad Documentation: IDA ENGINEERING Date: 12/30/1992 COMPLY 24 v 3. 10 Building Permit No Checked By Date (User * 124O) o Step Switching Devices with Separation between On/Off Settings per Sec. 2-5319(e).4 o Photocell Sensors with a Diffusing Cover and no Opaque Cover , per Sec. 2-5319{e).5 o Manufacturer's Instructions provided for Installation and Calibration per Sec. 2-5319(e).6 o Proper Installation of Control* including Sensor Location, Certification of Initial Calibration and Control of Luminaires only within Daylit Areas per Sec. 2-3319(e).8 o Visible or Audible Malfunction Alarm provided per Sec. 2*5319(g). OCCUPANCY SENSING DEVICES (when applicable) •< o Visible or Audible Malfunction Alarms per Sec. 2-5319(g) c Limits on Emisions per exceptions to Sec. 2-53J9(e) HVAC AND PLUMBING SYSTEM MEASURES o Piping Insulated as per Se»c. 2-5312 o Certified HVAC Equipment per Sec. 2-5314(a) o Certified Plumbing Equipment per Sec. 2-5314(a) o Heating and Cooling Equipment efficiency per Sec. 2-5314(b) o Pilotless Ignition of Gas Appliances per Sec. 2-5314(c) o Automatic Controls for Off-Hours per Sec. 2-5315(a) o Thermostat Set Point Requirements per Sec. 2-5315(b).l o Sequential Control of Heating and Cooling per Sec. 2-?315(b).2 ; o Automatic Exhaust Fan Dampers per Sec. 2-5316(b) o Therno*t«t Controls for Each Zone per Sec. 2-5315(b) o Ventilation Provided per Sees. 2-5316 & 2-5343 ,. "I o Ventilation and Recirculation Air Duality Info per 1403(b).3 o Hater Heaters for Domestic Hot Water and Pools per Sec. 2-5318 iuuuilu..*r (part ERING 1 of 2) * t Date: 12/30/1992 -s*-" r -•tttttitlft'W-''**S-1A paige COMPLV f4^* '• , '."ii-ftf -• *• Buiitiing-'ijNi Checked By ,;•*•'• ,, . •* / Date (U«er 1 of 20 * ? v 3.10 *rm£t -Ho ••-. - - .->*.• *- !| 1240) COMPLY 24 Building ,fj Checked By Date (User <? ,of 20 "y 3.10 ffW*t No »•-' • r- >; i " "/I'Vt '"""-lir 't' '~ '' •*SSr*** — ilCE BUDGET BY FLOOR /OCCUPANCY Ad j . J , Allowd Energy; ; iFsLoor Energy Budgi)ftV »£r»a (Mltu) 13.43 146 +(1.080 - l.SO)x 38= 130.0 X 384 - 5O 3.43 146 +C1.08O - 1.5O)x 38= 130. 0 x 1576 * 75 Budget (KBtu Allowd Pack A !«tio /sqft) LPD LPD TOTALS 960 125 125 MBtu / 96O sqft = 130.O KBtu/sqft SCM .102,4'. •ft - ..: £12 AREA AND MATERIALS SUMMARY F0f¥i (part i CF-2 page 10 of 2O COMPLY 24 v 3.10 Building Permit No Checked By Date <User * 1240) - Project: CHARTER GOLF Designer: PAPER BUILDINGS Location: Carlsbad Documentation: IDA ENGINEERING Date: 12/3Q/1<?92 ROOF AREA BY TYPE AND ORIENTATION! Type N NE E SE SW W NW Int TOTALS 192 192 Roof-1 TOTALS 192 192 ROOF R-^ALUE Type Assembly Name Roof-i R-0 Roof/Syp Ceiling Average R-Value Area 192 192 Winter R- Value Area / R- Value 3.11 61. 69 61.69 « 3.11 ROOF GLAZING AREA BY TYPE AND ORIENTATION Type N NE E SE S SW W NW Int TOTALS NONE TOTALS 0 • rt AREA AND MATERIALS SUMMARY FORM (part 2 of 3) - Projects CHARTER GOLF Designers PAPER BUILDINGS CF-2 page 11 of 20 COMPLY 24 v 3.10 Location: Carlsbad Documentations IDA ENGINEERING Dates 12/3O/1992 Building Permit No Checked By Date (Ufeer * 1240) ELEVATION AREA BY ORIENTATION N 640 NE E 480 SE S 640 SW W 480 NW Int TOTAu 2240 OPAQUE EXTERIOR WALL/DOOR AREA BV TYPE AND ORIENTATION Type N NE E S£ S SW W NW Int TOTALS Wall-1 Wai 1-2 TOTALS OPAQUE Type Wall-1 Wai 1-2 332 464 96 12 428 476 EXTERIOR WALL /DOOR Assembly Name GYP. BD WALL. Solid Wood Door R-VALUE I • 640 640 480 4SO 5- HEAT CAPACITY Winter Area R-Value HC 1916 108 2.75 2.3 2.39 2.4 Area / R-Value 697 45 1916 108 2024 Area x HC 4380 258 Totals Average R-Value Average HC 2024 2024 / 4638 / 742 4678 742 = 2.73 >024 = 2.29 AND- MATERIALS SUMMARY FdRH Project: CHARTER GOLF of ?CF-2 page 12 of 20 I COMPLY 24 v 3.10 Designer: PAFEh BUILDINGS Location: Carlsbad Date': Documentation: IDA ENGINEERING i. GLAZING AREA BY TYPE AND ORIENTATION Typo N NE E SE S Wind-1 212 Wind-2 4 TOTALS 212 4 GLAZING U-VALUE AND SC Type Assembly Name Area Wind-i Single/Light Blinds 212 Wind-2 Single/No Int Shades 4 Totals 216 Average U-Value 238 / Average SC 216 / ! Building Permit No 12/30/1992' Checked By ! Date (User * 124O) ... , SW W NW Int TOTALS 212 4 216 Winter Area x Area U-Value SC U-Value x SC\ 1.10 1,OO 233 21? 1.10 1.00 4 4 238 216 216 - 1.10 216 * 1.00 i-ffli T-ittiiti' i I'-'ri^'^M •JViiBK*1*''^" niiifii " .sh'J' SUMMARY FORM Project: CHARTER GOLF Designers PAPER BUILDINGS Location: Carlsbad Documentations IDA ENGINEERING CF-4 page 13 of 20 COMPLY 24 v 3.10 Building Permit No Checked By ;' Date (User # 1240) Date: 12/30/1992 HVAC EQUIPMENT SUMMARY BY ZONE No HVAC Zone HVAC System (WS-4) No. Heating Cooling Sys KBtu Eff KBtu Eff 1 PROD. OFFICE 1ST 2 PROD. OFFICE 2ND Amna 5P2MS Amna 5P2MS 1 1 11 2.82 11 2.82 9 8.20 9 8.2O Totals 22 KBtu 17 KBtu FAN ENERGY HVAC Amna Amna System 5P2MS 5P2MS No. < (Fanl) (Fanl) 3y« 1 1 •, BHP x 0.22 > x O.22 / Motor Eff. ' CO. ' CO. 8O x 80 x Drive Eff. 1.00] 1.00] Conv Fact x 746 x 746 No. Fans x yi 1 » 1 - Fan Watts 205 205 Total 410 FAN WATTAGE INDEX 410 watts /96O sqft = p. 427 wa=tts/sqft ^^HVBC"SYSTEM SUMMARY SHEET *".' Project* CHARTER GOLF ||, Designer: PAPER BUILDINGS •tf-: ^ Location: Carlsbad L Documentations IDA ENGINEERING WS-4 page 14 of 20 COMPLY 24 v 3.10 Date: 12/30/1992 Building Permit Na ChecVed By Date (User #-1240) HEATING Heating System Name: System Type: Output Capacity: Rated SSE or COP: Supply Air Temperature: COOLING Cooling System Name: System Type: Total Output Capacity: Sensible Output Capacity: Latent Output Capacity: Rated EER: Coil Bypass Factor: Economizer: Supply Air Temperature: FANS Supply Air CFM: Fan Type: Fan Multiplier: Brake Horsepower: Motor Efficiency: Drive Efficiency: DUCTS Supply;Duet,Hea t Gain: Return |$>UGt Heat Gain: Supply Duct Air Leakage: Return Duct Air Leakage: Amna 5P2MS Heat Pump 11100 Btu/hr 2.820 105 F Heat Pump 8600 Btu/hr ,6100 Btu/hr 23QO Btu/hr 8.200 0.1OO No 55 F 42O Cfm Blow-Through 1 0.22 8O.O 7. lOO.d '/. 5.0 '/. 1.0 7. 2.0 7. 2.0 7. SUMMARY •••^••^•••"•""^ "•«*»•• «••••* Projects CHARTER BDLF Designer: PAFFR BUILDINGS Location: Carlsbad Documentations IDA ENGINEERING CF-5 page 15 of 20 ; COMPLY 24 v 3.10 1 Building Permit Mo 12/30/1992 Checked By , Date (User * £240) PROPOSED ADJUSTED LPD 1. Total Installed Lighting Wa'tts ffrcwn below) 2. Control Credit Watts (WS-31A) 3. Adjusted Watts (line 1 - iit»C2) 4. Conditioned Floor Area (from CF-i) 5. Adjusted Lighting Power Density <line 3 / lane 4) 6. Allowed Adjusted Lighting Power Density (from CF-5A) INSTALLED LIGHTING SCHEDULE Space Name Ref . Code 1090 O watts 10SO atts? Luminaire Description # of Lum. Wa*t» lEach 1st FLOOR PROD. OFFICE 2nd FLOOR FROD. OFFICE 4 Fluor w/2 34 W Laaips 4' Fluor w/2 34 W Lamps 12 3 72 *•. 72 - TOTAL Total Watts ,'V 864 1O80 «":-,- .^AfSsiiafe,, CONTROLS CREDIT WJRKSFEET ^resects OMAMER GLL'r Desliners *-*•» c.t\ BwJi_DlNoIi Location: L^rist^d Docu-»entetioni IDA ENGINEERING .vS-5A page 16 of 20 COMPLY 24 v 3.10 J Building Per-nit No Date: (Use- * 4.24 LISriTINC CONTROLS BY SPACE Space Na-ne Control Description Floor Ares tdatts Adj. Credit TOTAi HVAC ZONE HEATING «< COOLING LOAD SUMMARY Projects CHARTER GCLF Designer* PAPER BUILDINGS Locations Carlsbad Dates 12/3O/1992 Documentation: IDA ENGINEERING page 17 of 20 COMPLY 24 v 3.10 Building Permit No Checked By Date {User <* 4240) HVAC . ZQNE^tfeSCRIPTION HVAC Zone Names Heating System Name- Cooling Systen- Name: System Multiplier: Heating Schedule: Cooling Schedules Fan Schedule: Pesk Load Method: Relative Humidity: SPACES IN THIS ZONE PEAK 1st FLOOR PROD. OFFICE (Jan 8am) TOTAL SPACE LOAD Bypass Venti 3 atio-> Ai- ( i? <-ffr^ Supply Duct Conduction Supply Duct Lfjtrf-agp' Supply Fan Heat Gain EFFECTIVE SPACE LCAD Ventilation ( 138 cfm; Return Air Lighting Gain Return Duct Conduction Return Duct Leakage Return Fan Heat Gem TOTAL LCAD OFFICE 1ST Amna *P2MS Office Heating Office Heating Retail HVAC & Fans K3NC3INCIDENT 50 7. HEATING 34864 3*864 541 1743 69-" -0 37845 4866 378 757 -700 TOCuINO PEAK SENSIBLE (Aug 4pm) 1660O 1660O ( 15 cfn) 199 83O 332 0 17961 ( 138 cfm) 1792o 180 359 7OO LATENT 1372 1372 16^ 27 1564 1480 31 SYSTEM PERFORMANCE AT DES:C}\ 43146 9099 2O992 7 torts 0,3 tons 6106 0.5 tons 0.2 • SPACE HEATING 5 COOLING LOAD SUMMARY -' Project: CHARTER GOLF Designers PAPER BUILDINFS Locaticn: Carlsbad Documentation: IDA ENGINEERING SUMMAPY OF PEAK HCUR LOADS FOR SPACE Space Na.Tts: page IB of 2O i COMPLY 24 v 3.10 I ' Buildine Permit Mr DESIGN CONDITIONS Peak Hour. Indoor Conditions: Outdoor Conditions: LOAD COMPONENT Mall Conduction Window Conduction Door Conduction Roof Conduction Sl-ylight Conduction Floor Conduction Slab Conduction Interior Conduction Infiltration Solar Gain Lagnting Equipment Occupants SPACE LOADS HEATING Jan Sam 70 F DB 38 F DB Btu/hr 4575 1302 241 0 0 0 2156 O 442 Date: 12/CO/1992I Checked E/ Date (User t 124O) ifet FLOOR PROD. OFFICE COOLING SENSIBLE LATENT 34364 Btu/hr Aug 4pm 78 F DB 82 F DB Btu/hr 50 */. RH 66 F WB BtU/hr 2252 93 55 u 0 0 0 55 34 Z JL6600 Btu/hr 1.4 tens 0 543 "It 1372 &tu/hr 0.1 tons SUPPLY AIR GUANFITICfc He&ti-,g: 34S64 ttv/nr / LI. 1C * Ccoling: 16600 Btu/hr / L1.O8 * (1O5 F Supply - 7O F T5tat)3 <= 906 cfm ( 7O F TStat - 55 F Supply)! = 1O25 cf/r * Nstei This space hdss a vertical multiplier of 2 and a horizontal multiplier of 2. The Totals shown here and on the Zone Summary have been multiplied by these values. *' ZONE HEATING & COOLING LOAD SUMMARY |: * Pro'ject: CHARTER GOLF Designer : PAPER BUILDINGS Location: Carlsbad Date: 12/3O/199: Documentation: IDA ENGINEERING page 19 of 2u COMPLY 24 v 3.10 Building Permit Nc Chewed By L..*.. - as. • Date (User # 1240) HVAC ZONE DESCRIPTION HVAC Zone Names Heating System Name: Cooling System Name: System Mujt^iplirer: Heating Schedule: Cooling Schedule: Fan Schedule: Peak Load Method: Relative Humidity: SPACES IN THIS ZONE PEAK 2nd FLOOR PROD. OFFICE (Jan 11am) TOTAL SPACE LOAD Bypass Ventilation Aar ( 4 cfm) Supply Duct Conduction Supply Duct Leakage Supply Far, Heat Gain EFFECTIVE SPACE LOAD Ventilation ( 35 cfn«) Return Air Lighting Gain Return Duct Conducticn Return Duct Leakage Return Fan Heat Gain .- bi'STEM LOAD PROD. OFFICE 2ND Anna 5P2MS 1 Office Heating Office Heating Retail Qccupfncy COINCIDENT 50 '/. HEATING 9296 9296 135 465 186 -0 1008? 1217 1«1 2C2 -700 PEAK SENSIBLE (Jul 3pnp) 6122 6122 C 2 cfnO 27 . 306 122 O 6577 ( 17 cfm) 243 0 66 132 700 CqOLING LATENT SYSTEM PERFORMANCE AT DESIGN CONDITIONS 10901 9099 343 343 25 7 37; 77X8 fcCE 0.6 tons «"'.! tans 6109 284^ C.5 tons 0.2 tons WEftTINB & COOLING LOAD SUMMARY "/ page 21 of 20 . CHARTER GOLF COMPLY 24 v 3,10 Designer: PAPER EJILDINGb Puildino Permi*- Hi). J Loca*inn.s Carlsb-d Dates 12/70/199?' Checked By Documentation: IDA F-to I NEEDING , Da-He (User ft 1240) SUMMARV OF PEAK HOUR LOADS FOP SPACE Spscp Name: 2nd FLOOR PROD, OFFICE COOLING DESIGN CONDITIONS HEATING SENSIBLE LATG^ Peak Hour-: Jan llam Jul 3pm Indoor Conditions: 70 F DB 78 F Dt SO 7. 'V Outdoor Conditions: 73 F DB 83 F DB 67 F KB LOAD ,-WiPONENT Ptu/hr Plj/hf Bru/hr Wall Conduction 4004 1816 Window Conduction 2394 189 Doer Conduction 482 14e Roof Conduction 1974 i635 Skylaght Conduction r> 0 Flo^r Conduction ? 0 Slab Conduction U Int'_'io? Conduction O o !r iJtr^tion 442 6" Solar Cain 7^9 Liqhtirq S15 Equipment 511 0 fc 143 Z4~. Btu'hr j 4 •—,/-\O _L._. x. *.. _ L.'. c.5 /r v- _~ ns 341 Btu/h- O.n -cn- SUPPLY AIR QUAMTT1EL Heating; Ccc'irg:612T Btu'fr- / ' * (105 F SapHl> * { 7> F TStet "*O F ~3iet) 5 F r.ppj-y. -rrr '-• '"-'"• TELECOPIER 7010 ,12- 1-93 Hinl 1159 PATRICK 1NDISTRIES "§09 350 4875-J TEL 909 350 4875 P.01 4W j 5 Industries, Inc. 1S4W Stover five., Fontana, CA 92337 (fl») 350-4440, fax (909) 350-4875 Pages _// (inctucCinci cover) To: ^ttentionc DfftK /,* -fo ~\ Uva.'-> CT"* — - s "~ BY XEKOX TELECOPY W1a .12_ ^ 1,o3m T-_ ^ ^ BfcWHIBBlHM PATRICK INDUSTRIES TEL 909 350 4875 61M3MeM-"2 ^4QU-J^3-l993 wj 35 rfflTM mNRTKm-UWP. ^-- - - IClL ^y? "^ W/5 P.02 FACSIMILE USG Corporation RjBsowfh Cftitar 700 North Highway 45 ^|0t^^^fUff/Mr /|rf 705 362-9797 1993 COMPANY: Patrick Industrie. ATTEWTJUN: P. Boring FROMi TU. Stager FAX#: UL Raport, per request of Roger Marchat, on racking tests conducted on VI6" BLENDTEX gypwmwaflboard tte report oovera terti uring «n adhesive and mtilj^>!i]ljQ|ilaning j»Hgm withthegyp«umw«Ubowd«t«cfa«doflones^ R^gt-ww not very clear on jurtwbat you wwe looking for If the attached report is not whit yov needed, please (7W) 362-9797, exL 475 TOTAL NUMBER OF PAGES 11 OUR FAX NUMBER IS (708) 362-7091. IF YOU DO NOT RECEIVE ALL PAGES, PLEASE CALL BACK AS SOON AS POSSIBLE - <70*> 362- I 9797EXT 371 I * 14 00 NQU-30-1993 0955 ^""t^™a!™* ?EL 909 350 487S h \ P 03 j UNDERWRITERS LA$Q1ATOR1£S INC., an iwltptndmt not-jbr-pivjb orgprnuttfon testing for public safety Pile MH9733 June 21, 1989 REPORT on WArj.SOARD STRUCTURAL states Gypsum Co Chicago/ IL copyright ( c J1989 Onderwritars Laboratories Inc. Underwriters Laboratories Inc. authorizes the above company to i*p*oduc* this aeport provided it is reproducedin its entirety* Look for Th«5)Listmfl or Claasineation Mark On The Product fiY XEROX TELECOPIER 7010 .12-^^I ^PMT^™- 909 350 4875-, 6194380894,* 4 D|C -M93IIED) 14 01 PATRICK INDUSTRIES TEL 909 350 4875 P '04 NW-3B-1993 0956 FROM CONSTRUCTION SYSTEMS LflB TO 19093504B75 P.04 Pile MH9733 Page 1 I**u««3, G 21-80 Gypsum wallboard 5/16 in. (nominal) thick of one composition and one adhesive fastening system was investigated for Classification. The gypsum wallboard and the construction system are given below. MATERIALS • WALLBOARD The 5/16 in. BLCNDTEX gypsum wallboard panels bearing th* Classification Hark of Underwriters Laboratories Inc. were supplied in 4 ft wide by 8 ft long sheets. The boards used in the tests w*re manufactured in conformance with ULI Follow-up Service Procedure KH9733 and are currently Classified by Underwriters Laboratories Inc. for Surface Burning and ShearResistance Classification for ceiling and wall applications. FASTENING One wall system was investigated. The assembly consisted of 5/16 in. BLENDTEX gypsum wallboard attached to one side of the studs, top and bottom plates. The wallboard was attached to the studs, top and bottom plates with Mortell C937 adhesive and mechanical fasteners consisting of steel staples. These fasteners w«re 1/4 in. crown by 3/4 in. leg steel staples, 0.030 thick and 0.045 in. wide steel wire spaced at 6 in. OC along the top and bottom plates, end studs and joint stud (two staples side by side at butt joint) and 12 in. OC along the length of each intermediate stud, with staple crowns parallel with stud and plates a minimum of 3/9 in. from edges. JER AND USE: This product is Classified as to Surface Burning and Shear Resistance only. The structural Classification relates to the panels oftly when they are used as pare of a wall assembly of a (he wall system descrioed above. BY" XEROX TELECOPIER 7010 ,12- l^a MC, -Of 93(ID) 14 01 PATRICK INDUSTRIES TEL 909 350 4875 NHV-ia-1993 0956 FROM CONSTRUCTION SYSfSMS UflB TO 1909350437S p 05 FRAMING 6194386894;* 5 P,05 4~i'" e'-o* 8'-0' ROD 9tpoff STOD 91SQJD 1 1 •I"" '. v-o" "•** FRAMING GRADE: NOMINAL 'A X 3 SPF 'STUD* GRADE PLATES, 1 X 3 STUDS: 2X3 KAILS: 8d SINKERS (2 PER CONNECTION) PANELS: 5/16' X 4* X 8' BLRJDTSX GYP. PANELS GLUE: MORTELL 937C 3/8" B«AO OF GLUE ON STUDS * PLAINS STAPLES; SENCO 1>-10 " O.C. JOINT* 8' OC. FTEIJ}- J-rf" O.C. -8*-0" PANEL ATTACHMENT o r i' FS ...I -SCALE UNITED STATES CrlfPSUM CO. TITLE, RACKING TEST CONSTRUCTION BLENDTEX PANELS Ji CHARGE: SKETCH: 1 'iti ^^ — ... " 909 350 4875-i> •-*!*•-•• '""*•' tt ""*'• .•.,--, ,.• ,,,. . m**Fimmf'iiAvmRCV Ff'XCROX TELECOPIER 7010 ,12- 1-93 1 05PM . D^C,-Ok'93(WED) 14 02 PATRICK INDUSTRIES TEL 909 350 4875 NOU-30-1993 09 56 FROM CONSTRUCTION SYSTEMS LftB TO 6194380894, * 6 P.06 -»—^"•*"*"«" _/*^ *r*"?O .g.nn A signal Y N*;r, deflaction ir^u.Ti.: tnc rcadxn»;S of indicator A" mir.ua the reaiir-t;- c.1 L'tJLcccor^B* -nd'^" lateral Deformation is measured by dial indicator"!} File HH9733 ne- 2 irtSatiaitJA^^; ™»fKOX rTELECOPIER 7010 ,12_ ^ - „„,.. 909 350 4875-* 6194380894,* 7 -•- -- i&L 909 350 4875 P 0757 FROM CONSTWJCTinw qwnrw« i <SR -rn r'u/ —--*---F -_*%jtJ "to r ^~? P, -HI' 93IMI 14 02 PATRICK INDUSTRIES IEL 909 35n 1I7, Wnt J^TH*"1 Qf^ J flkO r^l r~r^^^ ** •* * *r r V V V itf'Viir nn ( ^" i Hw M^f rRQii LnKJCtl 1^1 I^T7ftw CVCT^wc i AD •.^ File MH9733 Page Tl-1 Issue^i 6-21-H9 2 £ £ !E £ j£ fi fi 5 2 MO. 1. .r, RACKING LOAD TEST; SAMPLES Three samples of the vail system were tested. c«v-h a amp I* was 8 ft high and 8 ft wide and was paneled with gypsum wallboard on one side. The gypsum wallboard panels were fastened to 2 by 3 in. (nominal) end and joint studs and 1 by 3 in. (nominal) top and bottom plates and intermediate studs spaced at 16 in. OC as indicated in Fig. 1. The lumber was identified as "Stud" grade. S-P-F specie. The studs were fastened bo the top and bottom plato* wit-h two 8 d nails at each end of the studs. The Mortell C937 adhesive was applied on the studs and the top and bottom plates in a continuous bead approximately 3/8 in. diameter. On the center stud, where the sheets of wallboard butt together, two beads of adhesive were applied. The staples were spaced at 6 in. OC along the top and bottom plates (staple crowns parallel) and 6 in. OC at end studs and joint stud (two staples side by side at butt ;joint) and 12 in. OC along the length of each intermediate stud,, with staple crowns parallel and * minimum of 3/8 in. from edges. Staple fastening was only used to insure permanent adhesive bond of panels to the frame. METHOD Test Apparatus - See Pig, 2, The test panels w«re attached to a steel channel with two steel bolts. A hold-down was provided to prevent the loaded side from rising. Steel plates and rollers were provided between the sample and the hold-down so that the sample could deflect horizontally. The nuts on the steel rods which tension the hold-down were tightened to apptoxioately 50 in.-lb with a torque wrench. A 4 by 4 in. {nominal 90 by 90 mm) timber was bolted to the top plate of the Th«» load was applied to the end of this timoer. '•- ' " •; •"&'*•-*£* • :"W » •!.-• ?**.* *J^Hl-JC " 'i RCU BY'XEROX TELECOPIER 7010 ,12- 1-93 1 06PM ; 909 350 4875-* 6194380694.* 6 nEC.-W93(lED) 14 03 PATRICK INDUSTRIES TEL 909 350 4875 P, 08 NOU-30-1993 09 57 FROM CONSTRUCTION SYSTEMS LAB TO 19093504875 P 03 File HH9733 Page Ti-i t^-a«a- «-%*-„, Rollers were used as guides so that the samylw Jeflcotad ir\ the direction of the load at the top. Dial indicators wereprovided at each of the corners except the corner where the load was applied. The load was read on an electronic digitalindicator which had been calibrated against a compression testing machine. Test Procedure - The load was applied at a mL* of 400Ib/min up to 800 ib. Then the load was removed and the residual deflection (set) in the panel was noted. Residual.deflection readings were taken at 800, 1200, 1600, 2000 and 2400 Ib. After each reading, the load was returned to the last previous load and the loading was continued at 400 Ib/min. After the 2400 Ib residual reading, the loading was continued in 400 Ib/min increments. Deflective readings were taken after each 400 Ib—J 'nrrmnent was reached. Loading was continued to ultimateload failure. The resulting data from the load tescs following table- RESULTS in th« *'•"** - - i . v- i-. • ,-;. "»••iv"«it *""iBK."j '?&VKWKfff9HHnf'RCU BY'XEROX TELECOPIER 7010 ,12- 1-93 1 07PM ,^*B^WW^ 90g 350 4975^ 6194380894.** 9 DEC;<U'93(WED) 14 03 PATRICK INDUSTRIES TEL 909 350 4875 P 09 H9 57 FROI1 CONSTRUCTION SYSTEMS LflB TO _. , ,_. fi-21-89 File MH9733 page DEFLECTION OF THE TOP OP THE WALL RELAWE TO THE BASS OF TBE WALL i»««t 3 Test 3 in Peundc Ttft...l I^-1 ~«-ooo j-js; S;0^•f a 051 n.o^i ...11..«uO * ftT« 0 nril o.uj& «- 5-8i! S:8ii IS sir, S:°.K '••is i:JS! o'otSO O.OS0 0 14* 0.140 J-JJi ..n n 1 y-J fl.lC? : ;t« S:?U AAAfl U . 4V .j «'««'1« ., , y- 0 . JJl '«"? ?,'ful 0.0»7 »4«« ?•«? ;:;:; Q-JSO8 o s-.ss ;:,« 0.21* ii«n «•«» o'jsi fi-"4 ajoo — ::: 0.325 3600 2900 3200 3800 iiCVifc * !*«• Av«ra,. Failure Lo^a - 3300 lb * . C« - «»» iWll- « DlMn*e§iriS«fcr - 14.0 lb * •• ft - Ml Ct j »AP/JH:bq PC j.ary The product covered by this Report has been found LO comply with the present requirements covering the class vfien limited to use as specified on the Classification Mark, and is judged to be eligible for Classification under the follow-Up Service of Underwriters Laboratories Inc. The following Classification has been added to the submitters current Classification Card STRUCTURAL CLARIFICATION Shear Be<;i<ttance for Shear Wall Construction Only. Ultimate Shear Resistance - 412 Ib/lin ft Load at 1/8 in- Deflection - 181 ib/lin ft Wall application W-106: 5/16, 3/8, If7, 3/8 in. SLfiNDTEX gypsum vail panels applied to one side of 2 by 3 in. wood studs 16 in. QC and 1 by 3 in, top and bottom plates and adhered with Hortell C-937 adhesive 3/8 in. wj.de beads on studs and plates. Minimum staple size 1/4 in. crown by 3/4 in. leg, 0.030 in. thick and 0,045 in. wide steel wire spaced at 6 in. OC along the top and bottom plates, end studs and joint stud (two staples side by side at butt joint) and 12 in. OC along the length of each intermediate stud, minimum of 3/8 in. from edges. Staple fastening was only used to insure permanent adhesive bond of panels to frame. For fastening of 3/8, 1/2 and 5/8 in. thick BLENDTEX gypsum wall panels, staples may be used with legs a minimum nf 3/8 in. longer than gypsum panel thiocness. This Report concludes all work anticipated under Project 89NK6322 and we will, therefore/ proceed to notify our Accounting Department- to issue final billing on this investigation. I TELECOPIER 7010 ,12- 1-93 08PM ,909 350 4875-» UEa--0i'93(WED) 14 04 PATRICK INDUSTRIES TEL 909 350 4875 Nmj-TPI-1993 09 58 FROl"1 CONSTRUCTION SYSTEMS LPB 1'J 6194380894, 810 P 10 P ii Filo MH9733 Page C2 Issued. 6-21-89 If you hav« any questions regarding the aoove rnnduct oC the tests, please feel free to contact the byReport by: A. POLISSenior Engineering Assistant Fire Protection Department the .TAMESEngineering Team Leader Pir<» Protection Department k AP,/JH.ibQ•tit,., ...i^dMI^^^HBKttiu^. FAX TRANSM1TTAL DATE TIME SENT TO COMPANY- PHONE # FAX*- NUMBER OF PAGES BEING TRANSMITTED: (INCLUDING FAX TRANSMITTAL) FROM: DEPT: PgTgRSQN BUILDING PHONE #: (619) 438-1161 ejct. (619438-0894 SPECIAL INSTRUCTIONS: Drlv* •I, Cmllfornia 92OO«' FOX ENGINEERING JAMES M FOX, STRUCTURAL ENGINEER JAMES G FOX, CIVIL ENGINEER 8060 TELEGRAPH RO • DOWNEY CALIF 90240 310 806 1337 310 927 2500 FAX 310 927 2509 DIKING. SHEET l ,y Cg. Of DATE GHENT UCf NSE NO. TELECOPIER 7010 ,11-23-93 2.41PM-1 *"~™9e9 350 4875-* 15 38 PATRICK INDUSTRIES TEL 909 350 4875 6194380894,44 1 P 01 ick Iwtustrics, Inc. 134M Slover ftve.. Font ana, CO 350-4440, fax (909) 350-4875 cover)Pages To: Attention From: -. r mm TELECOPIER 7010 , il- NOV^93(TUE)1538 PATRICK INDUSTRIES "-2H3 02 23 Pi! H« ffS6 6LTOALJ CA TEL 909 350 4875 P 02 P09 WaH AMttMttw (Om aWe hOffcortafly applied; minimum 1x3 in. pistes and 2x3 In, framing members 16 in o.c. with two-component polyursthanefoam.) X or X (n BUNDTEX CB Qypsum Pansis horizontally applied to one side of nominal 2x3 in. wood ituos 16 in ox. and nominal 1x3 In. top and bottom piatea wing UL Classified Foamssal inc two-compon«nt pdytatftane foam donated as FQAMBtALF^.Tha foam plastfctsap^ framing members and the gypsum board wiU material The foam adhesive is applied to tne gypunboard/wood tram* intersecttoft wtft Ms (i) continuous along the top and bottom plates, (b) both sidaft*the wood framing at 4 ft. o.c. and (c) to aw aft of tht totamtsdisie wood framing. The minimum in-piaca flnfsnad foam ffitet height and width shall ba ix in. and 1K in., raapsctlvaty, at any location. UL We MH9733 Ultimate Shear Resistance: 804 Ib./Hn. ft (One side horHomaJly applied; minimum 2x4 m framing members 16 in o.c with construction adhesive and nails,) X or K in. BUNDTEX Cfi flypwm Panels horizontally applied to one side of nominal 2x4 in. wood studs 16 m. o,c and adhered with DAP 2000 construction adhesive X In. bead on start airtplatis, then neJIed*lii.o.c to all timing members, Minimum ITW Paciode nail Is 1H in long. 0.122 in diameter PEI Report W-1964.- Ultimate Shear Resistance: 413 IWIIn, ft win jUppiioitioi yjiffi (Both sides horizontally appJUd; minimum 2x4 in. framing members 16 in. ox. with construction adhesive and nails.) H or K in. BLENDTEX CB Qypsum Panels horizontally applied to both lidei of nominal 2x4 in, wood studs 16 m. o.c and adhered with DAP 2000 construction adhesive X In bead on studs and plates, then itsHed 8 in o.c to tlf framing memhurs. Minimum fTW Pastode nan is 1X in long, 0.122 in. diameter PEI Report 490421I.** Ultimate Shear Remtanor 704 ib./iin. n w. B^Bta.Bliif^ ISM Board Oy|»«Np Panel; Wall A|H>H6«^ ^••^•i •^^K^M^^^^aj^^H sjejijjA^^sS) (One ale's virtually applied; minimum 2x3 in. framing members 16 in. o c. with white glue and tuples.) K« in. BLEMQTtx Base Board Gypsum Psrais vertically applied to one side of nominal 2x3 & wood studs 16 In. :.c. and adtwed w*thltt«e« Co. type C-937 adhesive X m. bead on ituds and plates. tfwn^ajM C in, ox. around perimeter an* 12 H» o-c. In the field with crown parallel to and X in. from edges. Minimum staple size is K in. crown, Kin teg, 0.022 fit ft** and 0.030 in wide steal wire UL File MH9733 Ultimate Shear Resistance: 619 Ibjlin. ft. (One side verttesJiy applied, minimum 2x3 m, framing members 16 in o c with white glue and staples.) M. in. BUNOnx Base Board Gypsum Panels vertically applied to one side of nominal 2x3 in. wood studs 16 in. o c. end adhered wfm Urrfveml No. 6006 adhesive X In. bead on studs and plates, then stapled 6 In o.c. sround perimeter and 12 in o.c. in the field with crown parallel to and X m. from edges Minimum staple size is X In crown, K In leg, 0.030 In thick and 0.045 In wide steel wire UL File MH9733. Ultimata Shear Resistance: 614 lb./lm. ft * m. BUNDTEX Base Board Gypsum Finals vertically applied to one *We of nomlntl 2x3 in wood studs 16 to. o.c, and RMHtaeJ 1« in. top tnd bottom plates, ind adherad with Morti«fio,Tyi»C^7adt»8iwXln.bitdon8lodi and plates, then stapled 6 in o.c. around perimeter md 12 In, o.c.-ln the field. Minimum ttapla size It X In crown, M in too. 0.030 In. thick tnd 0 045 In wide staal wire UL File MH9733, Ultimata Shear Resistance: 412 Ib^ln tt pofyuntfikim fuefti.) usaluftatid at 1fnmfiWiframe i Uttimat»«Mar MM 07applied, minimum 1x3 m, platw and 2x3 in. framing members 16 in o c with two-component Gypsum PinaH vertically applied to one sidt or nominal 2xs in. ,bottom plates uthifi UL OaaaJftod FotmaeaI me hOD. The foam plastic is applied at the Intersection formed fey board watt material, The foam adhatM-H eppHedte i wood (a) conttnuws along the top and bottom plats*, (b) both iidwt*:i*w«^ framing (c) to one side of the intermediate wood framing. The mirimafclMtte finished foam and 1N In., wpectively, at any location ULFliaMH9733 : 704 ib./lin. ft '; minimum 1x3 in. plates and 2x3 In. taming members 24 in o.c wKh white glue and Gypsum Ptnete vertically applied to one aide of nominal 2x3 in. wood stufls 24 k o.c. bottom plates, tdhjrad with Unlvenel No, 5009 adhesive * m.saiflo» etude end platas, the perimeter and 12 in. o.c In the fWd with tha crown parallel tt the edge*. Minimum staple ate la * In. crown, X in leg, 0.026 In, thick steel wire. PEI Report #90-2276 ** Ultimate Sheer Resistance: 435 ibJlta. ft ispfl (Both'tio* veriifcsesjiti: minimum 1x3 in. framing members 16 In. o c. with whtte glue and Staples.) K* in. &WOTEX tase ffoifQ 8vpsum Panel* vertically applied to both sides of 1x3 in. adhered wtf» MomtSe. Type O937 adhesive K in bead on studs and plate*, thtn (ft In. crown and 1* in- legs) 6 to. o.c around perimeter end 12 in o c in the field with than x In. from edge* Ul FRe MH9733 Ultimate Shear Realatance: 81 Olb./lin ft (Both aidK vertcafty ippflad, minimum 2x3 in framing members 16 in. o c, with white glue and staples.) & in BLBOTO Baaa loird Gypsum Panels vertically applied to both sides of 2x3 in. wood studs 16 In. o.c. and adiier*? witn MarfKl Co. Type C-937 adhesive X in. bead on studs and pistes, then stapled 6 in. c.e, arotrtd pertnirter and 12 in «,c. to the fleid with crown parallel to and «in from edges. Minimum staple size te to to. crown,Kin leo-^.022 in. tnlcRand O.QSOm wide steel wire ULRieMM9733 Ultimate Shear Rwistancc, 880 ibTim. ft NOV -& 93(TUE) 15 40 PATRICK INDUSTRIES U-2H3 0223PM FROM UM GfWULi? CA 3504875, TEL909350 4875 61943801^ * 3" P 03 PII (Both SHU wflCtfly applied, minimum 1x3 in plates and 2x3 In framing members 24 in o,c. with wfitte glue and staples ) to in. BIIMOTEX Bast Board Gypsum Panels vertically applied to both sides of nominal 2x3 In wood studs 24 m. o c and nomfttf 1x3 fc,fe» snd bottom p^ then stapled 8 in. Q.C. sround thi pertmetsr snd 12 in o.c. in the fteW with the crown parallel to tot edftt. Minimum staple sm is Hi in. crown, M in leg, 0.025 In thick steel wire PEI Report #90*2292,' * Ultimate Shear Rdslttsnce- 983 IMIn ft, (One side vt rtteally appftd, minimum 2x3 In. framing members 16 m. o.c. with whits gius and drywill nails.) H, X or X m. BLENOTEX 88 Gypsum Psneis vertically applied to one side of nominal 2x3 in. wood studs 16 in o c and adntred with Mortal Co, type C-B37 adhesive X Jn bead on studs snd plates, then fastened 6 in. o.c around pfrtmatsrand 12 m, Q.C. in the field with standard 1K m long (minimum) drywall nails or No. e. 1X in long (minimum) standard drywaH screws. UL Rto MHSTSS. ummats snssr HWtronw. ci« ibj\m ft. Win APP nstuiu w ion (One siris vsrtlcaUy sppUed; fnlnrmum 2x3 m. framing members 1 6 in o.c. with whits glue and drywall nails.) X, X or M in, BianDTEx 88 Qypsum Panels vertically applied to one sids of nominal 2x3 In. wood studs 19 in. o c. and adtwed with Unfvirstl No. 9006 adhesive K in. bead on studs and piatss, then fastened 6 in. o.c around pshmetsr and 12 In. o c. m tn« nstf with standard 1X In. long (minimum) drywall nails or No 6, 1X In long (minimum) standard drywaJj screws. UL Fill MH9733 I ntlmati Shear Resfttancr 614 IbTlln ft UWI AavHaejttM (s>lfl8 (Ons side vtftfdfty spptod; minimum 1x3 m. plates and 2x3 in framing members 16 in. o c. with white glue and drywall nails or icrsws.) K, X or* in. BLWOTEX SB Gypsum Panels vertically applied to one side of nominal 2x3 m. wood studs 16 1* w- and nominal 1x3 in. top and bottom plats*, and adhered with Mortal) Co Type C437 adhesivs « in, bead on studs and piatss, then fasttmd 6 m. o.c. sround perimeter and 12 in o c. m the field with standard 1K in. iong (minimum) rirywail najai or NO. 6, 1 1/4 In long (minimum) standard drywall screws. UL File MH9733. Ultimats Sntar Resistance- 412 IbJlln ft ^NMHQMMSIPMNS^H iPSp • v BP* toe vfrttetH(One e& v«rtiea% applied; minimum 1x3 in plates and 2x3 in framing members 16 In o c. with two-component pntyiirethanatoim,) K, X or M In. BUNDTEX 58 Gypsum Panels vertically applied to one side of nominal 2x3 In. wood studs 16 tn o.c. ana nominal 1x3 In, top snd bottom plates using UL Classified Foamssal inc. two-compwift«(rtfr*trana foam designated at POAMSIAL WOO The foam plastic Is applied at the Intersection formit Jgffstfce* of the wood i and the gypsum board wall matana! The foam adhesive is applied to 1&|jjiwi board/wood frame tniarsectlon wfth fillets (a) continuous along the top and bottom plates, (b) both stlMlts woo? "aming I at panel joints and (c) to one side of the intermediate wood framing The minimcm In-piace Mi&nad foam t and width shall be 1X in. and 1K In, respectively, at any location UL Rie MH9733.