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SFD (9807-001)
77425 Loma Vista 9807-001 ate j` ` h 8 Signature of Contractor OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's License Law for the following reason: ( ) 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 & Professionals Code). ( ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business & Professionals Code). ( ) I am exempt under Section - B&P.C. for this reason_ ! Date Signature of Owner 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 '& policy no. are: rarrior Pollcv No. GOLDEN EACE 'A+WC 383717-04 (This section need not be completed if the permit valuation is for $100.00 or less). () I certify that in the performance of the work for which this per ff is issued, I shall not employ any person in any mariner s, ' s to bec9)me °Subject to the workers' compensation laws of California, and agree thAt,+f I should become subject to the p�j'orkers' compensation. provision of Sect fP 3700{of the Labor C9de, I s dll fo/thwith comply with those prov s ons. / Oate: 'r`/ 2 , Applicant Warning° Failure to secure Workers' Com ensati n coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000, in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. IMPORTANT Application is hereby made to the Director of Building and,Safety for a permit subject to the conditions and restrictions set forth on his application. 1. Each personupon whose behalf this application is made "& each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this applicaton agrees to, & shall, indemnify & hold harmless the City of La Quinta, its'officers, agents and employees. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of. issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this applicati6n-"and. state that tl%'above information is correct. I agree to comply with all City, and State laws relating to the building construction, and hereby authorize repjesent7tiyesl6� this City to enter upon the above-mentioned property or Inspection pur 75! es. / vSlgnature (Owner/Agent) Date PERMIT # BUILDING` PERMIT• 4184i74)1)1 CONTROL # DATE R , VALUATION .3y�YQ 7 ,�(� LOT. 36 TRACT X319 A N,� ir�A JOB , 77-425 APN 631420-015 ADDRESS .$,ONI OWNER CONTRACTOR / DESIGNER / ENGINEER :R:0131ET r,�i3iAR�'ALF)' I. C11EI'�C31�. Thl7i f1;S 419 E 0kCHARD 73-180 k#IG WAY .1.11 ARLINOWN HEIGHTS 11, 60005 PALM DESERT CA. 92200 ' Q60),341-0920 g CK -0 564 USE OF PERMIT SINOILE FAMILY DWELLT90 � P SM - PItivii'T :1X O vOT INCLUDE ]3 OCK WALLS OR POOL ` PAI U CUSTO1i CONSTRUC"'a:.t0N 3,685.130 SF P611CR"1'A.Ti0 920.00 3i� ® �� J .il fsAP,AG&CAI 012'1" 725.00 3F i . n'1:� 13 CDST OF C GNT► : ti: '.i.O 3 3;:1)7. . P.URA i' 1<i E.F S'tTJM**h1ARN1 CONSTRUCTION I."_Fxl� 101-OW418-000 $1,398.50 PLAN CiIECK F 1.01-41004 0.318 g1,1M.15 F r31':v0sxT 10.1-001. 439-319 4750.00 NtF:C:1•IAMC:AL FIE 101-06-421-000 $130.50 ELFCPRIC:AL,FM 101-00042.0-000 5242,48 1'.i GfPv1i3'NG 1'EF 101-000-419--000 $20830 3TR01dC•N].O7`3'O`1!'FLEE -I2.1:M 101-000-241-000 $31..35 GRADNO 1-1 E. 1 101-000.42:3-000 $20.00 INFRAS'd'.IRt (CTIA, 11 f I'VE 225^000-443-342 Sfi,ifP?0 Pat} A.1t f' TIN PUBLIC PLACES - IE5I3 .701-000-2m-0013 $,T33.77 X13= `C7'CAL CONSTRUG"7 ON ANI)1''1,AN 41I11"sCK �9,n�►:I,'25 LESS .k RE -!'AID FEES 4750100 TOUL k'F•.R1691.'T PEES 1NJE N01W RECEIPT DATE By DATE "FINALED INSPECTOR INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs nA Q Underground Ducts Forms & Footings 7 Ducts Slab Grade Return Air Steel Combustion Air Roof Deck ��_ 9 Exhaust Fans O.K. to Wrap AJ F.A.U. Framing W7 Compressor Insulation �� Vents Fireplace P.L. Grills Fireplace T.O. Fans & Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath Drywall -Int. Lath ,�70- e0;/� Z%JF Final Final — �f ./ BLOCKWALL APPROVALS POOLS - SPAS steel Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Plbg. Test Final Gas Piping PLUMBING APPROVALS Gas Test Electric Final Waste Lines -� Heater Final Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Lateral Pool Cover Sewer Connection O Encapsulation Gas Piping Gas Test 73 — Appliances Final Final Utility Notice (Gas) /j 5 7 ELECTRICAL APPROVALS Temp. Power Pole Underground Conduit Rough Wiring Low Voltage Wiring Fixtures Main Service Sub Panels Exterior Receptacles G.F.I. Smoke Detectors Temp. Use of Power i r Q Final's !� Utility Notice (Perm) COMMENTS: Notice: Document Cannot Be Duplicated Desert Sands Unified School District 47-950 Dune Palms Road La Quinta, CA 92253 760-771-8515 CERTIFICATE OF COMPLIANCE Date 7/24/98 APN # 631-820-015 No. 17388 Jurisdiction La Quinta Owner NameDr. Alfini Permit # No. 77-425 Street Loma Vista Log# City La Quinta Zip 92253 Study Area Tract # 25237 Lot # 36 1 Square Footage 1 Type of Development Single "Family Residence Comments Under grandlather agreement, 3,685 sq. ft. r No. of Units 1 At thepresent present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 500 square feet, detached accessory structures or replacement mobilehomes. It has been determined the above-named_ owner is exempt from paying school fees at this time due to the following reason: Under Mitigation Agreement EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Mitigation Agreement 628.00 X 1 or $ 628.00 the property listed abovf .� permits and/or Certificates of Occupancy for this square footage in this proposed proje e Fees Paid By CC/lst Bank/Dave Howard ( Ud'F1� Name on the check By Dr. Doris Wilson Superintendent Fee collected /exempted by Juanita Green Signature Re 34 Payment Received $628.00 Check No. 042923 NOTICE: Pursuant of Assbly Bill 3081 (CHAP 549, STATS. 1996) this will serve to notify you that the 90 -day approval period in which you may protest the fees or other payment identifiedabove will begin to run frothe date on which the building or installation permit for this project is sssued or on which they are paid to the District(s) or to another public entity authorized to collect them on the Districl('s)(s') behalf, whichever is earlier. Collector: Attach a copy of county or city plan check application form to district copy for all waivers. Embossed Original- Building Dept./Applicant Copy - Applicant/Receipt Copy - Accounting t r CARLOS ELIAS REGISTERED CIVIL ENGINEER 38825 Charlesworth Drive Cathedral City, California 92234 Telephone (760) 328-7271 October 27, 1998 City of La Quinta B u i l d i n -g-- &- S a -f e t y --D e p a -r t m e n t - - -- - 78495 Calle Tampico La Quinta, Calif. 92253 Gentlemen: This letter concerns t;he residential structure being con- structed at 77-425 Loma Vista, La Quinta, California. I conducted a framing inspection this morning and found the construction to be in conformance with the architectural plans. Q�oFESS/04, �Q�p�PP�Os F�9gNc�2� Very truly yours, (WntLu 1 s J's Carlos Elias CE : je iWUL11,111-0,181WED) 14:31 17iAA A VALZm= =MZIMATZW. Zawsipt aLw which is hewcbv acAcaoaiedgadi 3D= :.MMs . TewtiM of ibe soW LZBsMgn laMOC23= MIRT MM AOGQAIT 13.1989 hereby mWits) to 1 4x WMXW )f. ASOMsag umvv 7.- )1T.pll3l, harA�d - rile, se joist tsmaaty This f CaLl a � r -d iM !hM C"T Of %A 911109s. Riverside pmt,. State of e>rx;+I.a a� meant l0l, 414Mat3pti M 42 pa t •��, a �f p» %•rout. and made D -O: Dcowbes 29. 1997 STATE OF CAL3>' "TA I COMM OPRIV&ralft Ca 92/'M7 befoze eb, 8ablie 1?ezaonm2ly 101a ta me tar Peeved ep me an the bsais Of ""Etactary evidence) to be the peas"(s) +&Coe D namels) Ware in crihed to the witbia i)lacrwa"t a,d 'I"-lcdged to me that hs/ebe/they executed she asmr in )Ua/leer/rbeir eMe wpectaytieel . and CYIMRA L 61OD11Ga rhat by hie/her/their aBgp,at„se (a) as t$a ltiol.s�aalse - Comm. #1146818 ran perm to) or the am" a beiwlt ni ahi� f� Mui 04"-wLre= (� person Le) acted. eueL-al! ��jag =1r. � � Gnrf� i wuoaa my hlA kr Signa . )plant. (t r X%= Tax ATSM Z/L 3Jb'd (ULo area for vttle;,•a eocdrlil aea21 TOP 4369 2_ Orehmr4 IAnc, Arlington Ifeighte, =L 60005 P;c - cif}3ggr. !=r.: P. 003 n u n u V_PPB 6826 ELG 6L9°QI ON I, MO�Os3 3ZISH2103W02A3 90i�L 66-£Z-•IC1P • I i ;LrurLti i.0 tioT TITLE W. 4W001 T RMERT r. A�IpIiQI �a¢i ra)� Uzz Z=ww mxl Too � ; w,, rrumW TV DEC 31 M RON= V. ArPM rAwww Zan 4364 Beset Orcbes>3 ysae -,-U LON Aeisas, zu ducos � J j tvacs8 AHa78 Mg LM FM JUICC4=03 115$ GRANT D B R n 1�--• e The U-kra9gaed asancorlal dOClaseiel: Doc+wahasy traaaler tau is 5 778. A8 =s P&M= )IAD., 674-a2-08150 Tr= cmm no.: R-161967-1 ccmputtd cq gala eaaite CC pity e.S. os•1 ! i e'1pu d = tblo m f"U vales ft liaaa er PSC7tCii 3>1!. , 19179 -CH wlC:WIW iaeae q at CAM tIM of aale y� 17iAA A VALZm= =MZIMATZW. Zawsipt aLw which is hewcbv acAcaoaiedgadi 3D= :.MMs . TewtiM of ibe soW LZBsMgn laMOC23= MIRT MM AOGQAIT 13.1989 hereby mWits) to 1 4x WMXW )f. ASOMsag umvv 7.- )1T.pll3l, harA�d - rile, se joist tsmaaty This f CaLl a � r -d iM !hM C"T Of %A 911109s. Riverside pmt,. State of e>rx;+I.a a� meant l0l, 414Mat3pti M 42 pa t •��, a �f p» %•rout. and made D -O: Dcowbes 29. 1997 STATE OF CAL3>' "TA I COMM OPRIV&ralft Ca 92/'M7 befoze eb, 8ablie 1?ezaonm2ly 101a ta me tar Peeved ep me an the bsais Of ""Etactary evidence) to be the peas"(s) +&Coe D namels) Ware in crihed to the witbia i)lacrwa"t a,d 'I"-lcdged to me that hs/ebe/they executed she asmr in )Ua/leer/rbeir eMe wpectaytieel . and CYIMRA L 61OD11Ga rhat by hie/her/their aBgp,at„se (a) as t$a ltiol.s�aalse - Comm. #1146818 ran perm to) or the am" a beiwlt ni ahi� f� Mui 04"-wLre= (� person Le) acted. eueL-al! ��jag =1r. � � Gnrf� i wuoaa my hlA kr Signa . )plant. (t r X%= Tax ATSM Z/L 3Jb'd (ULo area for vttle;,•a eocdrlil aea21 TOP 4369 2_ Orehmr4 IAnc, Arlington Ifeighte, =L 60005 P;c - cif}3ggr. !=r.: P. 003 n u n u V_PPB 6826 ELG 6L9°QI ON I, MO�Os3 3ZISH2103W02A3 90i�L 66-£Z-•IC1P JUL-23-SB 14:06 FROM:FORESITE ESCROW INC. ID=619 773 9269 PAGE 2/2 m Cid � 'sE�zs •� - ca,r �f •x� �zs�nzzt �o -'�z�o eu SV'cast 5Z 2 C3== s � 3nI97g0�-rte vu Smm S aw ■sawx Edd. ML cm nt0'itjfd 95t VW b =bum do lZa "CK SV 'isbz 'Zi MM CMMMs � sir 'matt M W grMD13:m cm lMMM=1�>x, tax 2vtu IMM MOM ND M= 'tea AD xw man= mm 10ORLIK az urs ¢mm md" a u 's- '•rai O, a g� t� 02 iv AML dD Jar attm Q q-14 3wkw 'Mat MM TAXUEM� MM e ��7 rD Rl�t idxt�(M : ( SLAKM 7w oz am MECUSM 7w -V d'9a6i '0� $1nC do � 'S IUMIT .d0 '6TE �T '6 Mm ta $p °r nma(l 66 QI 56 S {fd 'HCZ � m � q� I'B� �m 'Aiii JG = 'YS1yQjpy YI M A= -91M IE 'LMZ 'M MW= 9E MMMn u •s -Mmmm dD XJB= rg 'a+DfB]3 Srlt Si we p .� LL `r ��� i n• Rr iarr114 nr rA •rrnn The Alfinj Residence The' Enclave Mountain Estates Lot 36; Tract # 25237 TIT- At /SFS1VFNCE CHEROKEE HOMES SPECIFICATIONS TABLE OF CONTENTS I. Supplementary General Conditions SGC - 01 Shop Drawings SGC - 02 Materials or Equivalents SGC - 03 Codes SGC - 04 Permits SGC - 05 . Occupancy of Work by Owner SGC - 06 Special Guarantees SGC - 07 Disputes 11. General Requirements Division I 01100 Summary of the Work 01200 Samples and Shop Drawings 01300 ` Temporary Facilities 01400 Clean Up 01500 Project Closeout III. Site Work Division 2 02200 Earthwork 02210 Site Grading 02220 Excavation and Backfilling 02221 Dust Control and Watering The Alfini Residence The Enclave Mountain Estates page 1. 1. 1. 2. 2. 2. 2. 3. 3. 3. 4. 4. 5. 5. 5. 5 5. 02222 Paving Subgrade 5. 02223 Imported Fill 6. 02500 Site Drainage 6. 02510 Site Drainage System 6. 1 02600 Roads and Walks 6. L 02630 Walks 6. IV. Concrete Division 3 03000 Concrete General Conditions 7. 03100 Concrete Formwork 8. 03110 Wood Forms 8. 03200 Concrete Reinforcement 8. 03210 Steel Bar and Welded Wire Fabric. 8. 03300 Cold Joints 8. 1 V. Masonry Division 4 04000 Masonry General Conditions 9. 04100 Mortar 10. 04110 Cement and Lime Mortars 10. 04200 Unit Masonry 10. 04220 Concrete Unit Masonry 10. 04222 Concrete Block Masonry 10. VI. Metals Division 5 05120 Structural Steel 11. 05600 Miscellaneous Iron 11. 05620 Galvarfizing 11. The Alfini Residence ' The Enclave Mountain Estates VR. Carpentry Division 6 06100 Rough Carpentry Framing Lumber Sill Plates Typical Nailing Nailing Miscellaneous Framing ` 06200 Finish Carpentry 06212 Interior Trim 06220 Millwork 06230 Cabinetwork 06410 Cabinet Hardware VUL Thermat[Moisture Protection Division 7 07200 Insulation 07210 Building Insulation 07220 Ceiling Insulation 07230 Wall Insulation 07300 Roofing 07510 Built -Up Roofing 07320 Concrete Roof Tiles 07600 Flashing and Sheet Metal 07620 Flashing and Trim IX. Doors and Windows Division 8 08100 Metal Doors and Frames 08110 Hollow Metal Doors and Frames The Alfini Residence The Enclave Mountain Estates 12. 12. 13. 13. 13. 13. 14. 14. 14. 14. 15. 16. 16. 16. 16. 17. 17. 17. 18. 18. 19. 19! The Alfini Residence The Enclave Mountain Estates 19. 19. 19. 19. 19. 19. 20. 20. 20. 20. 20. 20. 21. 21. 21. 22. 22. 22. 22. 22. 22. 22. ' 23. 23. 0 08200 Wood Doors 08211 Flush Wood Doors 08212 Panel Wood Doors 08300 Special Doors 08321 Main Entry Doors 08360 Sectional Overhead Garage Door 08500 Metal Windows 08520 AluminumNinyl Windows 08700 Finish Hardware 08710 Installation 08720 Door Hardware 08750 Thresholds and Weatherstripping 08800 Glazing 08813 Tempered.Glass 08830 Mirror Glass X. Finishes Division 9 09100 Lath and Plaster 09180 Cement Plaster 09250 Gypsum Drywall 09260 Gypsum Drywall System 09270 Gypsum Drywall Finishes 09300 Tile 09310 Ceramic Floor Tile 09311 Ceramic Wall Tile 09680 Carpeting The Alfini Residence The Enclave Mountain Estates 19. 19. 19. 19. 19. 19. 20. 20. 20. 20. 20. 20. 21. 21. 21. 22. 22. 22. 22. 22. 22. 22. ' 23. 23. 0 1 1 i 1 1 1 t 1 1 1 1 1 1 1 The Alfini Residence The Enclave Mountain Estates 23. 23. 23. 23. 24. 24. 25. oil 27. 27. 27. 27. 27. 27. 27. 27. 28. 28. 28. 28. 28. 29. 09900 Painting 09901 Workmanship 09902 Materials 09910 Exterior Finishes 09920 Interior Finishes 09950 Wall Coverings Xl. Specialties Division 10 10800 Toilet and Bath Accessories XII. Equipment Division 11 11900 Residential Equipment XIII. Mechanical Division 15 15010 General Provisions 15020 Work Included 15023 Codes - Fees and Lateral Costs 15041 Chlorination of Domestic Water 15042 Tests 15043 Balancing of Air System 15044 General Completion 15047 Identification ' 15049 Materials Manufacture 15050 Basic Materials and Methods 15051 General - 15060 Pipe and Fittings 15161 Vibration Isolation 15180 Insulation The Alfini Residence The Enclave Mountain Estates 23. 23. 23. 23. 24. 24. 25. oil 27. 27. 27. 27. 27. 27. 27. 27. 28. 28. 28. 28. 28. 29. 1 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15181 General 15185 Hot Water Piping 15190 Ductwork 15200 Water Supply System 15210 Water Supply Piping System 15220 Domestic Hot Water System 15250 Soil and Waste System 15260 Soil and Waste Piping 15280 Sanitary Sewer 15310 Plumbing Fixtures and Trim 15310 Fixture List 15400 Plumbing 15500 Gas Piping System 15510 Natural Gas Piping 15800 Heating and Air Conditioning 15810 General Requirements 15820 Equipment 15850 Air Distribution 15851 General 15820 Fans 15840 Ductwork XIV. Electrical Division 16 16010 General Provisions 16012 Testing 16100 Basic Materials and Methods The Alfini Residence The Enclave Mountain Estates 29. 29. 29. 29. 29. 29. 29. 29. 30.. 30. 30. 31. 32. 32. 32. 32. 33. 33. 33. 33. 33. 34. 35. 35. 16110 Raceways and Fittings 35. 16300 Electrical Distribution System 35.- 5.-16300 16300 Panelboards 35. 16400 Lighting Fixtures 35. ` 16500 Service and Distribution 36. 16510 Electrical Services 36. 16550 Grounding System 36. 16570 Distribution Switchboards 36. 16700 Communications 36. 16725 Smoke Detecting Devices 36. 16740 Telephone System 36. 16780 Television System 36. 16790 Stereo System 36. t The Alfini Residence The Enclave Mountain Estates 1 ' Supplementary General Conditions ' THE FOLLOWING ARTICLES SHALL AMEND AND TAKE PRECEDENCE OVER ANY PORTION OF THE GENERAL CONDITIONS AS NOTED BY REFERENCE HEREIN, OR OVER ANY PORTION OF THE CONTRACT DOCUMENTS IN CONFLICT HEREWITH, AS FOLLOWS: SGC - 01 SHOP DRAWINGS 1.0 Any work executed by sub -contractor which he may claim is not clearly defined in the contract documents, or which he believes to be in error, shall be at his risk and expense unless he has submitted shop drawings or other data for approval by Cherokee Homes, in wluch he has called attention to the question for Cherokee's decision. SGC - 02 MATERIALS OR EQUIVALENTS 1 1.0 IN ALL CASES - Any specified item to be substituted by an "EQUAL" must be approved by the Owner and Cherokee Homes, before substitution can be made. This "EQUAL" item must be submitted to the Owner or Cherokee in a time frame that will not affect the overall schedule of the job. Any savings due to a substitution will ' be credited to the Owner. 1.1 No verbal requests for rulings on proposed alternate materials, processes or of interpretations to the plans r and specifications will be acted on during the bidding period. All requests for such rulings and/or interpretations must be in writing within 7 days of the date of receipt of bids, in order that such rulings may be issued to all bidders through addenda, which become part of the contract documents. 1.2 It is further provided that whenever in the specifications any material or process is indicated or specified by patent or proprietary names and/or by names of manufacturer, such specifications shall be deemed to be used for the purpose of facilitating description of the material and/or process desired, and shall be deemed to be followed by ' the words, "or equal", and the sub -contractor may offer any material or process, however, which shall be equal in every respect to that so indicated or specified; provided, however, that if the material, process or article offered by the contractor is not, in the opinion of Cherokee Homes, equal in every respect to that specified, them the sub- contractor must furnish the material, process or article specified, or one that in the opinion of Cherokee Homes is the equal thereof in every respect. Burden of proof of the equality shall be the sole responsibility of the sub- contractor. 1 SGC - 03 CODES 1.0 All work and materials shall be in full accordance with latest rules and regulations of the State Fire Marshall; the safety orders, including the Electrical, of the Division of Industrial Safety; and other applicable State and County Laws or regulations. Nothing in these plans or specifications is to be construed as permitting work not conforming to such enactments. All work shall be done in compliance with the Uniform Building Code, Uniform Fire Code, Uniform Plumbing Code, Uniform Mechanical Code, and the Electrical Ordinances of the local City or Country Ordinances which are in effect on the date the construction contract is awarded. 1 The Alfini Residence I ' Supplementary General Conditions pp � SGC - 04 PERMITS 1.0 A City of La Quinta Building Permit shall be taken out by Cherokee Homes. SGC - 05 OCCUPANCY OF WORK BY OWNER I 1.0 No payment hereunder nor occupancy of said improvements or any part thereof shall be construed as an acceptance of any work done up to the time of such payment or occupancy, except such items that are plainly evident to anyone not experienced in construction work, but the entire work is to be subject to the inspection and ' approval of Owner at the time when it shall be claimed by Contractor that the work has been completed. At the completion of the work should there be any minor items in question, or to be adjusted, i.e., items not of a substantial nature; Owner may withhold from the payment then due a sum equal to twice the fairly estimated amount of money required to cover said items or involved by such adjustments, and shall pay the difference to the ' Contractor. It is understood and agreed that the acceptance of any works by the Owner shall not be construed to be an acceptance by aforesaid Lien Holder who is not a party hereto. SGC - 06 SPECIAL GUARANTEES 1.0 When the specifications require a sub -contractor to provide a written guarantee, it is the intention of this Contract that such guarantee shall run the favor of the Owner, shall be made- out to the Owner, and be delivered to the Owner before final payment. SGC - 07 DISPUTES ' 1.0 To avoid possibility of errors or disputes in the interpretation of the drawings or specifications, sub- contractors may submit additional shop drawings or other data for the Owner or Cherokee Homes' approval before doing such work; otherwise, sub -contractor proceeds at his own risk should the work not conform to the contract. 171 1 l I, The Alfini Residence 2 ' General Requirements 1 01100 SUMMARY OF THE WORK 1.0 Cherokee Homes and sub -contractors shall familiarize themselves with the site conditions and the plans ' and specifications. Any limitations, discrepancies or problems shall be immediately reported to Cherokee Homes. Any extra work resulting from failure to do so will make the sub -contractor financially liable for any changes which may result. 1.1 DO NOT SCALE THE PLANS. Any questions regarding dimensions shall be immediately reported to Cherokee Homes. Failure to do so will make the sub -contractor financially liable for any changes that may result. 1.2 The entire work shown on the, drawings and specified herein is part of this Contract with following exception: NA ' 1.3 Cherokee Homes, for their part, will give full cooperation and will act promptly on all matters pertaining to the project in order to make it proceed as smoothly as possible. 1.4 Cherokee Homes and the sub -contractors shall coordinate their work with the supplier/installers involved ' in the project. 1.5 Rental charges, safety, protection and maintenance of rental equipment shall be the responsibility of the respective sub -contractor. 1.6 Cherokee Homes and all sub -contractors shall carry all Workman's Compensation Insurance as required by the State, and shall present a copy of the policy to Cherokee Homes. 01200 SAMPLES & SHOP DRAWINGS 1 1.0 Any discrepancies in the dimensions on the plans and details shall be immediately reported to Cherokee Homes. ' 1.1 Provide to Cherokee Homes any samples required for submittal under these Specifications and any that may otherwise be necessary for clarity or for approval of substitutions. Cherokee Homes will take prompt action on all submittals. 01300 TEMPORARY FACILITIES ' 1.0 Temporary facilities for protection of tools and equipment shall conform to local regulations and shall be the contractor's responsibility. 1 The Alfini Residence 11 3 General Requirements 1 01400 CLEANING UP 1.0 Cherokee Homes shall present the building to the owner for acceptance clean and ready for occupancy. All glass shall be cleaned, floors swept broom clean, carpets vacuumed, fixtures washed with all labels removed, and exterior hand raked free of trash and debris. 1.1 Cherokee Homes shall maintain the job site clear of trash and debris. All waste materials shall be removed from the site by the respective sub- contractors. Cherokee Homes shall maintain a dumpster on the job site to remove debris on a weekly basis. I 01500 PROJECT CLOSEOUT 1.0 At the completion of the Residence, Cherokee Homes shall turn over to the Homeowner all guarantees and maintenance manuals that are required under these specifications or provided as normal procedure. The Alfini Residence 7 4 02210 SITE GRADING: 1.0 Do all cutting, filling, compacting of fills and grading required to bring the entire project area to grade as indicated on plans including the Grading Plan. Remove any existing debris and/or vegetation from the site. ' 02220 EXCAVATION AND BACKFILLING: 1.0 Excavate to elevation and dimensions indicated on Grading Plan, Soils Reports and Landscape Plan. If suitable bearing is not encountered at the depth indicated on drawings for foundations, the sub -contractor shall ' immediately notify the Cherokee Homes; he shall not proceed further until instructions are given and the necessary measurements made for the purpose of establishing additional volume of excavation. ' 1.1 The contract price will only be adjusted by written authorization. 1.2 The Sub -Contractor shall be financially responsible for failure to obtain written authorization to proceed if additional excavations are required. 1.3 Fill Nvith concrete any excess cut under footings. Fill excess cut under slabs with thoroughly compacted soil. Backfill against foundation walls so as to minimize settlement and avoid damage to the walls and other work ' in place. 1.4 The finish grade shall be brought to elevations specified on the Grading Plan and sloped to drain water ' away from the structure walls. Fill to require elevations any areas where settlement occurs with compaction as per the Soils Report. ' 02221 DUST CONTROL AND WATERING: 1.0 Necessary precautions to prevent dust nuisance shall be taken during all phases of construction, on non- working days, and to final acceptance of the work. ' 02222 PAVING SUBGRADE: 1.0 The subgrade shall conform to the lines and grades shown on the Grading Plans. The compaction requirements for the driveway shall attain a minimum relative compaction of 91 percent for a minimum depth of 12 inches. IThe Alfini Residence Site Work 2 02223 IMPORTED FILL: 1.0 If required, imported fill shall consist of material required for the construction obtained from sources the sub -contractor elects. The sub -contractor's sources shall be approved by Cherokee Homes. Imported fill shall be free of roots, vegetable matter and other unsatisfactory material, and be of such character that it will readily bind when compacted to form a firm and stable subgrade. 02500 SITE DRAINAGE C 02510 SITE DRAINAGE SYSTEM: 1.0 ' Install site drainage system as shown on Grading Plans and in accordance with any applicable local requirements. 02600 ROADS AND WALKS 02630 WALKS: 1.0 Textures: Salt finish with sand stone tile edge. The Alfini Residence 6 Concrete 3 03000 CONCRETE GENERAL CONDITIONS 1.0 Sub -contractor shall provide all necessary labor, materials and equipment to complete all concrete shown or noted on the Construction Documents. 1.1 All work shall conform with the Uniform Building Code and all adopted city or county codes and ordinances. 1.2 Furnish and install all concrete as indicated in the plans and following notes and in accord with the building code requirements for reinforced concrete. 1.3 The concrete contractor shall be responsible for any damage to the work of other trades that is caused by the execution of his work. 1.4 Posts, jambs, wall finishes, glass, etc... shall be adequately covered to provide protection from concrete splatter, stain and damage. 1.5 Immediately following each phase of concrete work, the concrete contractor shall clean up and remove from the job site all debris, forms, broken concrete, etc... resulting from his work. 1.6 Expansion joints shall be placed alongside a screed and properly level before pouring. Edge concrete at all expansion joints. 1.7 Concrete stabs shall be poured on compacted materials, described in the Soils Report or Grading Plan. Slab surfaces shall be smooth and level, or have smooth even slope to floor drains, or daylight as indicated on plans. 1.8 Concrete finish shall be machine finished for interior floor slabs, and salt or broom finish for the exterior flat work as noted on plans or details. 1.9 All water used in the mix is to be potable. 1.10 Visqueen to be used as a moisture barrier under all concrete slabs. 1.11 All footings shall be formed to meet sizes indicated on drawing, details, and/or schedules. The Alfini Residence 7 r 1 1 1 1 1 1 1 1 1 1 Concrete 3 03100 CONCRETE FORMWORK 03110 WOOD FORMS: 1.0 Construct forms to slopes, lines and dimensions shown, plumb, straight and sufficiently tight to prevent leakage; securely brace and shore forms to prevent displacement and to safely support construction loads. Keep wood forms wet as necessary to prevent shrinkage. See Section 02220 for omission of forms. Properly locate and secure in position before concrete is poured all inserts, conduit, pipe sleeves, drains, hangers, metal ties, grounds, or other devices that may be required. 03200 CONCRETE REINFORCEMENT 03210 STEEL BAR AND WELDED WIRE FABRIC REINFORCING: 1.0 Conforms to ASTM A-615. Reinforcement shall be clean and free from loose rust, scale and other coating that will reduce bond. Welded wire fabric shall be made of steel wire, spot welded at intersections and in accordance with ASTM A-185. All steel fabric, if required, is 6 by 6 inch, number 10 gauge. 1.1 Reinforcing steel shall have the following protective covering of concrete: Below grade, unformed 3" Below grade; formed 2" 03312 COLD JOINTS: 1.0 Cold joints shall be made only where approved by the Architect/Designer or Cherokee Homes and shall be made either by using a metal device as "Keyed Cold Joint", Type B, or by pouring and saw cutting the joint line to a depth of 10% of the slab thickness within seventy-two hours of the time it is poured. The Alf mi Residence IJ 8 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Masonry 4 04000 MASONRY GENERAL CONDITIONS 1.0 Contractor shall provide necessary labor, materials, and equipment to lay up masonry as shown or specified in these documents. All work shall be laid plumb, true and square, with filled joints. 1.1 Furnish all the necessary labor, materials, tools etc..., to complete the masonry work as called for in these plans and specifications. 1.2 All anchors and attachments will be furnished by the masonry sub -contractor. 1.3 Provide proper bracing, forming and shoring for the construction for all masonry work. 1.4 Provide and properly install all reinforcing bars in masonry. 1.5 Verify placement of footings and steel as required for all masonry work. 1.6 All grout is to be of integral color as the masonry in which it is placed (exposed). 1.7 When a foundation dowel does not align with a vertical core it shall not be sloped more than one horizontal to six vertical. 1.8 Reinforcing steel shall be lapped a minimum of thirty bar diameters where spliced. Separate bars by one bar diameter or wire together. 1, 1.9 Vertical reinforcing shall have a minimum 1/4" clearance from the masonry. 1.10 Intersecting masonry walls and partitions shall be bonded by the use of steel ties at 24" on center. 1.11 All grouting shall be puddled or vibrated in place. 1.12 Concrete, scum and grout stains shall be immediately removed from all walls. 1.13 At the conclusion of the masonry work the masonry contractor shall clean all masonry. Remove all debris, refuse, surplus materials, sacks, etc..., from the job site. 1.14 Sample masonry section of a minimum 16 sq. ft. shall be laid up for approval of the owners or their representative. Sample section may be a portion of the contracted work. The Alfini Residence 9 t Masonry 4 '04100 MORTAR 04110 CEMENT AND LIME MORTARS: 1.0 ASTM C270, Type S. Add sufficient water to mortar to obtain proper consistency for grouting, and modify aggregate, optionally. Mix aggregates and cement dry, add lime putty, then add water to bring mix to proper consistency for use. Do not use mortar or grout which has stood more than one hour, or which has been retempered. Add color as directed by Cherokee Homes. 04200 UNIT MASONRY 04220 CONCRETE UNIT MASONRY: 1.0 Hollow load bearing masonry units shall conform to ASTM C-90, Grade A, and shall be the shapes and sizes shown on plans. 1.1 Color to be standard gray. 1.2 Reinforcing steel shall be deformed bars conforming to ASTM A-615. 04222 CONCRETE BLOCK MASONRY: 1.0 Concrete Block Units : Units shall conform to ASTM C-90, Grade A and shall be 8 x 8 x 16 nominal sue. Color as specified in plans and details. If slumpstone block is called for on the plans the units shall be 6 x 6 x 16 nominal size. Color as specified in the plans and details. See Plans. 1.1 Reinforcing Steel : Reinforcing steel shall be deformed bars conforming to ASTM A-15 and A-305. Locate 2 - #4 rebars in the horizontal bond beams at 32 inches center to center. Locate vertical reinforcing, 1 - #4 rebar at 32 inches center to center. The Alfini Residence 10 Metals 5 05120 STRUCTURAL STEEL: 1.0 See Structural Engineer's calculations and design for steel specification. 05600 MISCELLANEOUS IRON 05620 GALVANIZING: 1.0 Hot dip galvanize miscellaneous iron and steel as designated on plans. The Alfini Residence s 4 t Carpentry 6 06100 ROUGH CARPENTRY GENERAL CONDITIONS G 1.0 Sub -contractor will provide all labor and materials to frame up, sheath, and trim out building as shown or specified in these documents. All work shall comply with state and local codes and ordinances. Sub -contractor shall coordinate work with all other trades. 1.1 All work shall be inspected in accordance with the Uniform Building Code, and all applicable city or county adopted codes and ordinances. 1.2 All roofs and ceilings shall be blocked with 2 x solid blocking. Maximum spacing between blocking shall be 8 foot 0 inches, offset in rows. 1.3 Use sisal -kraft paper for a minimum of 6 inches at peripheries of all exterior openings where applicable. 1.4 2 x solid firestops shall be provided between all studs so the resulting concealed space is not more the 8 foot 0 inches in height, where applicable. They shall be of the same width of the stud and be placed flush with the inside face of the stud. Firestops to be provided in all concealed spaces, soffits, and furred areas per code. 1.5 An average length of wall shall not be out of plumb by more the 1/8" in an eight foot wall. 1.6 Provide blocking for all surface mounted or recessed accessories such as towel bars, shelves, poles, cabinets, and all miscellaneous items as per plans. 1.7 No load carrying members shall be drilled unless so detailed or approved. 1.8 Unless otherwise noted, lap all top plates a minimum of 48 inches. 1.9 All framing connections shall be Simpson Strong Tie or equivalent except where noted on drawing. 1.10 Plywood sheathing to be 5/8" C.D.X. or equivalent. Plywood nailing per U.B.C. or nailing schedule in these specifications. See Structural Engineer's calculations for all special conditions. 1.11 All framing lumber to be grade marked Douglas Fir. See Structural Calculations for allowable stresses and specific lumber grades. All sole plates to be pressure treated. 1.12 Framing Lumber: Coast Region Douglas Fir, surfaced on four sides. Lumber shall conform to the following grades: (a) Studs: Stud grade - 925f (b) Joists & Beams: Dense No. 2 or better. (c) Appearance Grade: Selected pieces of Dense No. 2 or better. The Alfini Residence 12 1 Carpentry 6 1.13 Sill Plate: Foundation grade redwood or pressure treated Douglas Fir. 1.14 All post to beam connections to be minimum "T" or "L" strap unless otherwise shown on plans. All framing connections to be "Simpson Strong Tie" or better. 1.15 Typical Nailing_ CONNECTION MIN. NAILING Joist to Sill (Toe Nail)..................3-8d Bridging to Joist (Toe Nail)..............2-8d each end Sole Plate to Joist or Blocking ........... 16d @ 16" o.c. face nail Top Plate to Stud .........................2-16d end nail Stud to Sole Plate ........................4-8d toe nail or 2-16d per stud Double Studs..............................16d @ 24" o.c. face nail Double Top Plate ..........................16d @ 24" o.c. face nail Top Plates: Lap & Intersections ........... 2-16d face nail Ceiling Joists to Plate...................3-8d toe nail Continuous Header to Stud.................4-8d toe nail Ceiling Joists Lap over Partition ......... 3-16d face nail Ceiling Joists to Parallel Rafter ......... 3-16d face nail Rafter to Plate ...........................3-8d toe nail 1 x Brace to each Stud and Plate .......... 2-8d face nail Built-up Corner Studs.....................16d @ 24" o.c. * Unless otherwise noted on plans and/or details, or in structural calculations. 1.16 Nailing: Nail all framing members together in a skilled manner and in accordance with all applicable building codes and local ordinances. 1.17 Miscellaneous Framing: Miscellaneous framing to accommodate other trades though not specifically shown on plans is part of the contract. The Al6ni Residence 13 FA 1 1 A 1 1 1 11 1 Li 1 Carpentry 6 06200 FINISH CARPENTRY 06212 INTERIOR TRIM: 1.0 Paint grade unless shown otherwise on plans. Install as shown and as required to accommodate other trades. Scarf all splices, cope or miter all corners unless detailed or directed otherwise. 06220 MILLWORK: 1.0 Manufacture in strict accordance with "Custom Grade" Standards of the Manual of Millwork of the Woodwork Institute of California. Door and drawer faces shall be of overlay construction. Cabinets to be as specified in either the cabinet elevations or the finish schedules. 06230 CABINETWORK: Kitchen Bar Great Room Laundry Master Bath Bath #2 Bath #3 Gold Dust Manle Gold Dust Manle Wood Stained White Matt White Matt White Matt Bird's Eve Made 1.0 Provide all labor, materials, equipment, and transportation necessary for the fabrication and proper installation of all cabinetwork, wardrobes and shelving as described in the plans and specifications. 1.1 The cabinet sub -contractor shall coordinate all work with the electrical, plumbing, HN A.C., and other sub -contractors regarding installation of the cabinets and related work by these respective trades. 1.2 Shop drawings will be submitted for approval to either Cherokee. Failure to obtain this approval will make the cabinet sub -contractor financially responsible for any changes which may occur. 1.3 All work to be done by the cabinet contractor shall be assembled at his shop and upon delivery to the job site, shall be protected and stored under cover in a well ventilated, dry and secure space. Protection of the cabinets after installation will be the responsibility of the cabinet sub -contractor. Any damage which may occur to the cabinets after installation will be the responsibility of the cabinet sub -contractor and the General Contractor. 1.4 All areas to receive cabinet work shall be inspected and field measured for actual sizes and acceptability. 1.5 Samples of stains and/or finishes shall be submitted to Cherokee for approval prior to the fabrication of the cabinet work. 1.6 The cabinet sub -contractor shall make all cuts, holes, openings, etc..., in countertops, splashes, shelves, and drawers as required to properly install sinks, lavatories, appliances; electrical outlets, etc. He shall also adjust and align all cabinet doors and drawers following installation of all items attached or related to the cabinets. The Alfini Residence 14 Carpentry 6 1.7 Provide and install all plastic laminate work described in the plans and specifications. 1.8 At the end of each phase of cabinet work, the cabinet sub -contractor shall clean the premises of all trash, wrappings, and unused materials caused by the completion of work. 1.9 All closet shelving to be a melamine finished with chrome poles. The closets are to be split with vertical melamine dividers. The color shall be white. 1.10 The cabinet contractor shall provide all "rough tops" for finished surfaces. All tops to be a minimum of 3/4" thick plywood. Cabinet contractor shall consult with either the tile or granite contractor to determine exact sizes and details. All cut-outs in the "rough tops" shall be the responsibility of the cabinet contractor. 1.11 Provide finish veneer panels for the appliances where indicated per Appliance Schedule. Veneer panels to match adjacent cabinetry. 1.12 Refer to Room Finish Schedule for finishes on flooring. It shall be the responsibility of the cabinet sub- contractor to accommodate all appliances to fit above the finish flooring and under the "rough tops." 1.13 See Cabinet Finish schedule for cabinet elevations and specifications 06410 CABINET HARDWARE: 1.0 Drawer slides shall be side mounted self-closing type with 4 nylon ball bearings wheels per drawer. 1.1 Door hinges shall be chrome finish, self-closing, and concealed. 1.2 Catches shall be magnetic type. 1.3 Pulls: Cabinet sub -contractor shall include the purchase and installation of pulls in his bid The actual pulls to be chosen by the Owner or Cherokee. 1.4 Shelve Standards: Metal dadoed-in type with adjustable clips. The Alfini Residence 15 iJ 11 Thermal/Moisture Protection 7 07200 INSULATION 1.0 All swinging doors and windows, opening to the exterior or to unconditioned areas such as a storage room, shall be fully weather stripped, gaskeied, or otherwise treated to limit infiltration. All manufactured windows and sliding glass doors shall meet the air infiltration standards of the 1972 American National Standards Institute ASTM 283-73 with a pressure differential of 1.57 lbs. per square foot and shall be certified and labeled. 1.1 Upon completion of the installation of the insulation, a card certifying that the insulation has been installed in conformance with the requirements of these regulations shall be completed and executed by the insulation applicator and by the Contractor. This insulation compliance card shall be posted at a conspicuous location within the building. 07210 BUILDING INSULATION: 1.0 Install thermal insulation over all ceiling and exterior walls. Material shall be full -batt insulation of mineral or fiberglass. See architectural drawings and Title 24 Calculations for insulation specifications. 07220 CEILING INSULATION: 1.0 Install thermal insulation over all ceiling and exterior walls. Material shall be blown mineral or batt fiberglass. See architectural drawings and Title 24 Calculations for insulation specifications. 07230 WALL INSULATION: 1.0 Install full thick fiberglass insulation for exterior wall assemblies. Install at interior locations for sound attenuation where indicated on Plans. See architectural drawings and Title 24 Calculations for insulation specifications. The Alfini Residence 16 1 Thermal/Moisture Protection 7 07300 ROOFING 07510 BUILT-UP ROOFING: 1.0 See Roof Framing Plan for areas to receive built-up roofing. 1.1 Use GAF spec 103 M -N, GAF glass 4 ply D-2178 type IV mineral surfaced cap -sheet D-3909 for all built- up roof areas specified on the Plans. 07320 CONCRETE ROOF TILES: 1.0 The roof tile shall be a two piece clay roof tile equal to U.S. Roof Tile. Tile color: 1.1 Sub -contractor will provide and install all labor and materials necessary to install a complete roofing system. Sub -contractor shall coordinate work with all other trades. 1.2 All work shall conform with Uniform Building Code and all adopted city or county codes and ordinances. 1.3 All roofing shall be installed according to manufacturer's specifications and recommendations 1.4 Roof sheathing shall be firm, dry, smooth, and swept clean prior to the application of any roofing. All cracks, holes, joints, etc..., with any dimensions over 1/4" shall be covered with a strip of 26 gauge G.I. flashing nailed to the sheathing and lapping the edges of the imperfection by a minimum dimension of 2 inches. 1.5 The roofing contractor shall thoroughly examine the surfaces to be roofed and report any defects to the General Contractor before commencing any work. The application of the roofing materials shall constitute acceptance of the sheathing surface. 1.6 Roofing shall not be done in rainy or damp weather, nor shall the roofing contractor cover any wet or damp sheathing. 1.7 The roofing contractor shall adequately cover and protect all exposed wood, trim, masonry, plaster; metal, etc..., from the drippings of asphalt and the removal of any drippings or resulting damage shall be the responsibility of the roofing contractor. 1.8 At completion of the roof installation and before any lathing or drywall is applied, cap all vents, drains. etc.., and completely flood the roof with water. Any leaks shall be repaired immediately by the roofing contractor. 1.9 The roofing contractor shall furnish the owner a written guarantee for all the roofing work done. This guarantee shall be for a minimum of five years from the issuance of the Certificate of Occupancy for the project. The sub -contractor shall provide the owner with a statement that any resulting repair service required under this guarantee will be provided within a reasonable time period of notification of the problem. I The Alfini Residence 17 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 } ThermalfMoisture Protection 7 1.10 Waterproof exterior walls as detailed. 1.11 Hot mop the shower pan a minimum of 6" up the walls where applicable. 1.12 Asphalt shall be high melt 190 degrees to 200 degrees Fahrenheit conforming to ASTM D-312 64. 1.13 Roofing felts shall be asphalt saturated per the plans and details conforming to ASTM D-226 27. 1.14 The roofing contractor shall clean the job site of all the debris caused by the installation of roofing materials immediately upon the completion of his work. 1.15 The sub -contractor shall coordinate the installation of the roof drains with the plumbing contractor as to ensure a complete, properly installed roof drainage system. 07600 FLASHING AND SHEET METAL 07620 FLASHING AND TRIM: 1.1 Except where shown otherwise, all sheet metal shall be 26 gauge galvanized iron. Finish all shapes and pieces with joints neat and true. Thoroughly wash acid fluxed work with soap, soda, and water solution after soldering. All sheet metal work shall be installed with adequate provision for normal expansion and contraction, and shall be weather tight throughout. Inspect the plans closely for details. See the Mechanical Plan. Provide roof safes and miscellaneous caps and fittings as required about the work. The Alf ni Residence 18 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 Doors and Windows 8 08100 METAL DOORS AND FRAMES 08110 HALLOW METAL DOORS AND FRAMES: 1.0 Flush Hallow Doors: Shall be of sizes on drawings and prepared to receive hardware as specified. Faces shall be 16 gauge cold rolled; level sheet steel. 1.1 Standard Door Frames: Use 18 gauge steel drywall frames at frame wall locations. Use 16 gauge standard steel frames at the other locations. 1.2 Drywall Frames: Use 18 gauge steel drywall frames. 9 08200 WOOD DOORS 08211 FLUSH WOOD DOORS: 1.0 See door schedule for sizes, types, core types, etc... 08212 PANEL WOOD DOORS: 1.0 See door schedule for sizes, types, core types, etc.... 1.1 Interior doors: Classic two panel, solid core 1.2 Exterior Doors: See door schedule 08300 SPECIAL DOORS 08321 MAIN ENTRY DOOR: 1.0 See door schedule for size. 1.1 Two 8 foot, Single lite stain grade. 08360 SECTIONAL OVERHEAD GARAGE DOORS: 1.0 All garage doors shall be raised panel. sectional doors painted to be compatible with the residence. Owner to approve the paint before application on the door. , The Alfini Residence 19 F , Doors and Windows 8 08100 METAL DOORS AND FRAMES 08110 HALLOW METAL DOORS AND FRAMES: 1.0 Flush Hallow Doors: Shall be of sizes on drawings and prepared to receive hardware as specified. Faces shall be 16 gauge cold rolled; level sheet steel. 1.1 Standard Door Frames: Use 18 gauge steel drywall frames at frame wall locations. Use 16 gauge standard steel frames at the other locations. 1.2 Drywall Frames: Use 18 gauge steel drywall frames. 9 08200 WOOD DOORS 08211 FLUSH WOOD DOORS: 1.0 See door schedule for sizes, types, core types, etc... 08212 PANEL WOOD DOORS: 1.0 See door schedule for sizes, types, core types, etc.... 1.1 Interior doors: Classic two panel, solid core 1.2 Exterior Doors: See door schedule 08300 SPECIAL DOORS 08321 MAIN ENTRY DOOR: 1.0 See door schedule for size. 1.1 Two 8 foot, Single lite stain grade. 08360 SECTIONAL OVERHEAD GARAGE DOORS: 1.0 All garage doors shall be raised panel. sectional doors painted to be compatible with the residence. Owner to approve the paint before application on the door. , The Alfini Residence 19 Doors and Windows 8 08500 METAL WINDOWS 08600 VINYL WINDOWS: 1.0 Install fixed section, slider and casements as shown on the plans. Frames to be of a color chosen by the Homeowner. Frames to be complete with screens on operable portions. The quality should be at least equal with N ilguard Windows. 08700 FINISH HARDWARE 08710 INSTALLATION: 1.0 Installation shall be in strict accordance to factory instructions and all hardware shall be in proper working order and adjustment upon completion of installation. ' 08720 . DOOR HARDWARE: 1.0 Template Hardware & Fasteners: rAll hardware shall be furnished and installed with all necessary screws, bolts, wrought boxes, and other fasteners of the proper size and type to anchor the hardware in position for heavy use and long life. 1.1 Manufacturers: For the purpose of bidding all interior hardware shall have a Gainsbrough Hardware with polish gold Finish. In these instances the door hardware shall match the plumbing fixtures on one side only. Entry door hardware to be Baldwin or similar. I1.2 Substitutions: Hardware items other than those specified may be approved by submitting samples to the General Contractor for the Owner. Substitutions will, however, not be allowed unless they are determined to be equal to those specified. 1-.3 Keg; ' All locks shall be keyed as directed by the Contractor and/or the owner. Furnish 2 keys. All keying shall be done and recorded by the lock manufacturer. Master Key System with 6 pin cylinders. . 1 08750 THRESHOLDS AND WEATHERSTRIPPING: 1.0 Use extruded bronze thresholds type weather stripping. Color matching ' The Alfini Residence 20 1 ' Doors and Windows 8 08800 GLAZING 08813 TEMPERED GLASS: " 1.0 Provide and install tempered glass in sliding doors and shower doors as indicated on the plans. All glass lites that are lower than 18" to the floor shall also be tempered glass. ' 08830 MIRROR GLASS: ' 1.0 Provide mirrors as indicated on the Floor Plans and/or Interior Elevations. I 1 J 1 The Alfini Residence 21 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 Finishes 9 09100 LATH AND PLASTER 09180 CEMENT PLASTER.- 1.0 LASTER1.0 Use Portland Cement Plaster (stucco) on exterior ceilings as shown on plans. Use 3 -coat application over metal lath. "Smooth" finish to be applied throughout as shown on the Elevation Plan. The finish is to be approved by Cherokee Homes and the Owner. Install control joints as shown on the plans or by approval from Cherokee. 09250 GYPSUM DRYWALL 09260 GYPSUM DRYWALL SYSTEM: 1.0 Use 5/8" gypsum drywall exclusively. "Sheetrock Regular or SW" or their'equal. Install with butt joints in accordance with manufacturer's instructions. Solid backing must occur at all joints. Tape and cement all joints; inside corners, and all nail heads as necessary to provide a finished surface that is ready to receive texture. All drywall to be screwed with minimum 1 1/4" screws at 7" on center along edges and intermediate studs and blocking. Screw`at 5" on center on ceilings. Use radius bullnose at all outside corners including doors and windows. 09270 GYPSUM DRYWALL FINISHES: 1.0 Textured gypsum board walls shall have a "Santa Fe Trowel or Smooth" finish. 1.1 This project shall have a "smooth coat" finish as indicated. Textured ceilings, where they occur shall have the same finish as the walls. 09300 TILE 09310 CERAMIC FLOOR TILE: 1.0 Provide and install ceramic and mosaic tiles, complete with all trim base, cove and corner shapes as required to produce a finished installation. 1.1 Install by the F143-81 method of the Tile Council of America, Inc. using epoxy mortar and grout. Grout color to be selected by the Uvner. 1.2 A tile allowance of $3.50 a square foot shall be allocated and will be at Builder's cost for materials. The cost of colored grout and thin set materials is to be included in the sub -contractor's labor cost. N The Alfini Residence 22 Fini •h 9 s es 09311 CERAMIC WALL TILE: 1.0 Tiles shall be as indicated in the Room Finish Schedule. Color to be selected from samples standard to the particular manufacturer in smooth, matte, or mottled glaze. Provide all special pieces needed to make corners, edges, and other joints, but utilize bullnose tile in place of small special pieces as much as possible. Installation shall be neat, well -formed, and professional. Install tile in accordance with the latest edition of the Tile Council of America standards. ' 1.0 A tile allowance of $5.50 a square foot shall be allocated and will be at Builder's cost for materials. Trim pieces to be included in allowance and decorative to be extra. The cost of colored grout, thin set, wonder board, etc.. shall be included in the sub -contractor's labor cost. 09680 CARPETING 1.0 Carpeting shall be as indicated in the Room Finish Schedule. 1.1 An allowance of 25 dollars/sq. yard installed with carpet and pad shall be included in the bid. ' 09900 PAINTING 09901 WORKMANSHIP: 1.0 All work shall be done in accordance with the best current trade practices. Sand all raised grain smooth. Brush joints shall be free from laps and holidays. Paint work shall be left clean and free from blemish. There shall ' be no finishes on surfaces not specified or directed by Cherokee Homes to be painted. Remove all cover plates prior to painting. 09902 MATERIALS: 1.0 All materials to be the best specification grade from any of the following manufacturers below, or from approved equals: Sinclair/ Frazee/ Dunn -Edwards/ Watco/ Olympic/ Sherwin-Williams r 09910 EXTERIOR FINISHES: 1.0 All surfaces shall be finished to cover regardless of the number of coats required. The painting sub- contractor shall fill all exposed cracks prior to the paint application. Paint metal fascia cap color as directed by the Owner. Prime and paint door frames, steel doors, and all exposed metal. Paint any new roof safes, air conditioning ducts, flashing and miscellaneous items exposed to view. All galvanized iron surfaces shall be properly etched/or primed so that the paint will adhere properly. The Alfini Residence 23 11 Finishes 9 09920 INTERIOR FINISHES: 1.0 See Finish Schedule, Door Schedule, and/or Reflected Ceiling Plan. All surfaces shall be finished to cover regardless of the number of coats required. Two coats minimum. Paint or finish all air register grilles, the interior of the duct at grilles shall be painted black matte. Paint all shelving, brackets, and other miscellaneous items as directed by Cherokee Homes. 09950 WALLCOVERINGS 1.0 All areas indicated in the Room Finish Schedule to receive wall coverings shall be prepared with proper undercoating by the Contractor. All walls and ceilings shall be delivered ready for wall treatments. The actual wall coverings are not a part of Cherokee Home's bid. 0 The Alfini Residence 24 10800 TOILET & BATH ACCESSORIES 1.0 The accessories will be chosen by the Owner and will be purchased by the Owner. The installation will be included in the Contract. 1 1 ti The Alfini Residence , Specialties 10 25 Equipment 11 ' 11900 RESIDENTIAL EQUIPMENT 1.0 The following appliances have been chosen by the Owner and will be included in the bid: Kitchen: 42" GE Monogram Refrigerator ' GE Monogram Oven WW272IOP GE Monogram Range (gas) CVG4380P GE Monogram Microwave MI68 ' GE Monogram Compactor TC407 GE Monogram Dishwasher DW860QP ISE Garbage Disposals Pro77 ISE Instant Hot GN34 Washer & Dryer (Owner Supplied) r J a 1 G 1 ' The Alfini Residence 26 Mechanical 15 15010 GENERAL PROVISIONS 15020 WORK INCLUDED: 1.0 Provide material, equipment, and labor necessary to complete the work indicated on the drawings and described herein which will result in a complete functioning system, including but not limited to sufficient valving and unions for ease of repair and maintenance. 15023 CODES - FEES AND LATERAL COSTS: 1.0 Obtain necessary local agency approvals; any utility fees not known at the bidding will be paid by the Owner outside of this contract. 15041 CHLORINATION OF DOMESTIC WATER: r 1.0 Upon completion of system and leak testing, flush all lines and disinfect per Uniform Plumbing Code 1602(e). 15042 TESTS: 1.0 All component parts, sub assemblies and complete systems shall be tested in accordance with applicable portions of the Uniform Plumbing and Mechanical Codes. 15043 BALANCING OF AIR SYSTEMS: 1.0 Contractor shall balance all systems for design quantities shown on the Plans. After balancing is complete, contractor shall submit for approval and acceptance a balance report. 15044 GENERAL COMPLETION: 1.0 Upon completion of work, all mechanical systems shall be operated for at least one day, and plumbing systems operated sufficiently to assure smooth satisfactory operation. After test, contractor shall arrange for acceptance test and final inspection. 15047 IDENTIFICATION: 1.0 The contractor shall provide with each piece of mechanical equipment such information, drawings, diagrams, and instructions to allow for proper operation and maintenance. These items to be placed in a plastic envelope and given to Cherokee Homes. The Alfim Residence 27 Mechanical 15 15049 MATERIALS MANUFACTURE: 1.0 Unless specifically prohibited or totally unavailable, all material and equipment shall be of domestic manufacture. 15050 BASIC MATERIALS AND METHODS 15051 GENERAL: 1.0 All material shall be new and of best quality. Installation and workmanship shall be in accordance with best trade practices. 15060 PIPE AND FITTINGS: 1.0 Soil and Waste piping shall be Schedule 40 ABS. 1.1 Sanitary vents shall be same as soil and waste piping. 1.2 Water piping shall be Type L, hard temper copper pipe with wrought copper solder fittings. 95-5 solder joints. 1.3 Condensate Drain - Type M, hard copper solder joint. 1.4 Hangers and Supports - Do not support piping with any makeshift device such as plumber's tape. 1.5 Fit all pipes passing through floors, walls or ceilings with chrome plated escutcheon rings. 15100 VALVES AND PIPING ACCESSORIES: 1.0 Hose Bibbs: Nibco #71 - 3/4" size (lock shield) inside. 1.1 Grade Cleanouts: In walks and surface areas - Jay R. Smith 4061 elsewhere No. 4400. 1.2 Vent Flashing: Semco #1100-2 or #1100-4 (Semco #1100R for vents 3" and over). 1.3 Floor Cleanouts: Jay R. Smith - 4021 or 4026. 1.4 Valve Box: Christy or equal 15161 VIBRATION ISOLATION: 1.0 Contractor to provide such devices as necessary to minimize machinery vibration from the building frame. The Alfini Residence 28 Mechanical 15 15180 INSULATION 1.0 Install all insulation as indicated on the building plans and in the Title 24 Energy Calculations. 15181 GENERAL: 1.0 All work shall be done in strict accordance with the manufacturer's recommended application procedures. 15185 HOT WATER PIPING: 1.0 Shall be insulated with 5 lb. fiberglass, 1" thick, standard factory jacket. 15190 DUCTWORK: 1.0 Supply and return ducts shall be insulated with Fiberglass Flexible blanket 1 inch thick, 1-1/2 lb. density secured with copper clad wire at 12" on center. 15200 WATER SUPPLY SYSTEM 15210 WATER SUPPLY PIPING SYSTEM: 1.0 Install as shown on the Plans and in accordance with the provisions of the Uniform Plumbing Code and any other applicable local ordinances. Excavate and back fill to proper density, as required to accomplish this portion of the work. Make the system operable. Pay any fees required by governmental agencies having jurisdiction. 15220 DOMESTIC HOT WATER SYSTEM: 1.0 Install as shown on the Plans and in accordance with the provisions of the Uniform Plumbing Code and any other applicable local ordinances. Make the hot water system operable. Excavate and back fill to proper density, as required, to accomplish this portion of the work. 15250 SOIL AND WASTE SYSTEM 15260 SOIL AND WASTE PIPING: 1.0 Install as shown on drawings and in accordance with the provisions of the Uniform Plumbing Code and any other applicable local ordinances. Cleanouts to be "Josam," "Smith" or equal. Excavate and back fill to proper density, as required to accomplish this section of work. Make the system operable. The,Alfini Residence 29 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Mechanical 15 15280 SANITARY SEWER: 1.0 Hook up to sanitary sewer where indicated on the Plans. Excavate and back fill to proper density, as required, to accomplish this portion of the work. If required, Owner will pay connection fees to the local agencies. 15300 PLUMBING FIXTURES AND TRIM 15310 FIXTURE LIST: 1.0 The following fixtures have been chosen by the Owner and should be included in the construction bid. The following list is a budgetary list. The list's intent it to be a guideline for the plumbing fixtures for the residence The Alfini Residence 30 / Kitchen: Sink Executive Chef - color Faucet KWC - K10-Nl Hot Water Franke Bar: Sink. Bates & Bates - Gloria white Faucd Phylrich Polished nickel/gold Laundry Room: Lhility'Sink Ceco, Big Foot 860 white Faucet Coralis 15171 white Bath #2 Toilets Kohler Wellworth white Sunk Sedona w/ko white Faucets Phylrich D203 PB Shower Phylrich DPB-3203 PB Bath #3 Toilets Kohler Wellworth white Sink Kohler Ladina white Faucets Phylrich "Swing" PN/PG Shower Phybich PB 2109 PN/PG Less spout Shower Hansgrohe, wall bar and hand shower Master Bath: Bath Tub Milano Jacuzzi tub white Toilet Kohler Portrait K3490 white Sinks Kohler K2219 white Faucets Mirabella White porcelain PB Shower Phybieh DPB-3231 PB Tub Set Phylrich Powder Room Toilet Kohler Portrait K3490 white Sink B&B Sink Diana Faucets Camidhe - white porcelain Garaee Sink Elkay garage sink -pe Faucet Corralis - pullout The Alfini Residence 30 Mechanical 15 15400 PLUMBING: 1.0 Sub -contractor shall provide all labor, materials, and equipment necessary to install plumbing, related fixtures, ventilation, floor and floor drains, and all areas drains indicated on the site and grading plans All work shall comply with state and local codes and ordinances. Sub -contractors shall coordinate work with all other trades. Terminal hook-up of all fixtures and tap into all utilities is required. Sub -contractor shall install and check all pressure reducing valves, pip -off valves, and other safety devices prior to operation of system. 1.1 All fixed appliances and rater heaters shall be securely fastened in place. 1.2 All work completed shall conform to the Uniform Plumbing Code and all adopted city or comity codes and ' ordinances. 1.3 All materials furnished and installed under this contract -shall be free from all defects and shall be guaranteed for a period of one year from the date of acceptance of the work. Should any trouble develop during that 1 period due to defective materials or faulty workmanship, the plumbing contractor shall furnish all materials and labor necessary to correct the problem. The sub -contractor shall furnish a statement to the owner that any resulting repair service will be provided. 1.4 All exposed piping and equipment shall be thoroughly cleaned upon completion of the work. All equipment that is marked or scratched shall be refinished or replaced. The plumbing contractor shall be responsible for the protection of all piping and equipment during construction. All piping, tanks, and equipment i shall be flushed out upon completion of the work. 1.5 The plumbing contractor shall make at his own expense, all tests required by the city. 1.6 The plumbing contractor, at the completion of each phase of his work, shall remove from the job site all debris, rubbish, equipment, cartons, etc..., resulting from his work. 1.7 All plumbing fixtures to be installed in unmarred condition and protected to completion of work. Any defects or imperfections in either the materials or their installation will not be accepted. 1.8 Install roof and floor drains as indicated. 1.9 Install area drains as shown on the grading and site plan, if applicable. '. 1.10 Install all hot water centrifugal pumps as shown on the Electrical Plan. ' 1.11 Prior to the final acceptance of the work, the plumbing contractor shall furnish to the owner complete written operations and maintenance instructions for all of the equipment under his contract. 11 The Alfini Residence 31 e Mechanical 15 15500 GAS PIPING SYSTEM 15510 NATURAL GAS PIPING: 1.0 Install as shown on the plans and in accordance with the provisions of the Uniform Plumbing Code and any applicable local ordinances. Make the system operable. 15800 HEATING AND AIR CONDITIONING 1 15810 GENERAL REOUIREMENTS: ' 1.0 Sub -contractor will provide and install all labor, materials, and equipment necessary to install a complete HN.A.C. system. All work will comply with state and local codes and ordinances. Sub -contractor shall coordinate work with all other trades. Terminal hook-up is required of all motors, fans, and controls. See the Mechanical Plan and the Title 24 California Energy Compliance Forms for additional information. . 1.1 All work shall conform with the Uniform Mechanical Code and all adopted city or county codes and ordinances. ' 1.2 Before beginning the heating or air conditioning work, all phases that pertain to the work in the plans and specifications; including mechanical room sizes and air distribution shall be studied. Any limitations, discrepancies or problems shall be immediately reported to Cherokee Homes. Any extra work resulting from failure ' to do so will be cause for making the heating and air condition sub -contractor liable for such changes. 1.3 The sub -contractor shall make at his own expense, all tests required by the city. t1.4 All parts of the heating and air conditioning equipment shall be thoroughly cleaned after installation. Exposed parts which are to be painted shall be cleaned of all plaster or foreign materials, and all grease or oil spots are to be removed with a proper cleaning solvent. 1.5 Prior to charging the system, completely evacuate the refrigerant lines and repair any leaks that are present. Prior to starting the blower fans, thoroughly clean out all supply and return ducts; registers and plenum ' boxes. 1.6 Adjust and regulate all equipment to insure proper operation of the same. Balance the entire system to ' provide air deliveries as detailed in the plans. Registers are to be adjusted.to minimize objectionable drafts or noises. 1.7 The equipment shall be installed so that the operation of all parts of the system shall be as noiseless as possible so that no objectionable sound of operation will be heard outside of the room housing the equipment. 1.8 Prior to the final acceptance of the work, the air conditioning and heating sub -contractor shall furnish to ' the owner complete written operations and maintenance instructions for all the HN.A.C. equipment. 1 ' The Alfini Residence 32 1 1 s Mechanical 15 1.9 At the completion of each phase of his work, the air conditioning and heating contractor shall clean up his work and remove from the job site all rubbish, debris, cartons, etc..., resulting from his work: 1.10 The air conditioning and heating contractor shall furnish to the Owner a written guarantee for a one year period from the date of acceptance of the work, including a statement that any resulting repair service required under this guarantee will be provided within a reasonable time period of notification of the problem. 1.11 Refrigerant piping shall be Type L copper with silver solder joints. Condensate piping shall be 3/4" schedule 40 PVC. 15820 EQUIPMENT: 1.0 See Schedule on Mechanical Plans or Title 24 Energy Calculations and State Energy Compliance Forms. 15850 AIR DISTRIBUTION 15851 GENERAL: 1.0 Provide, install and make operable HVAC systems as indicated on the Plans. a. Work Included: Furnaces, space heaters, air conditioning compressors, unit heat pump, exhaust fans and related duct work, duct work for vented equipment supplied under other divisions. b. Work Not Included: Electrical wiring, gas and condensate piping. 15820 FANS: 1.0 Provide, install and make operable any ceiling mounted heat/light fan units as indicated on electrical fixture schedule. 15840 DUCTWORK: 1.0 Round aluminum flex duct, wrap with a minimum V fiberglass insulation. Tape all seams. Provide hangers as required so as no sags occur. Return air boxes 26 gauge galvanized. Plenums 24 gauge galvanized. Line boxes with V fiberglass. The Alfini Residence 33 1 Electrical 16 16010 GENERAL PROVISIONS lA Sub -contractor will provide and install all labor, materials, and equipment necessary to install all wiring, related fixtures, electrical heat elements and controls. All work will comply with state and local codes and ordinances. Sub -contractor shall coordinate work with all other trades. Terminal hook-up is required of all fixtures and appliances, motors, fans and controls. 1.1 The electrical contractor shall make at his own expense all tests required by the city. 1.2 The electrical contractor shall complete all work according to the National Electrical Code and all applicable city or county adopted codes and ordinances. 1.3 The electrical contractor shall do all cutting and patching necessary for the proper installation of the items in his contract. 1.4 The electrical contractor shall do all trenching and back filling as required to execute his work. 1.5 Identify all circuit sand breakers controlling such circuits on the back of the panel board doors. The electrical contractor shall label all stereo speakers and cable TV lines, if applicable. See the Electrical Plan for the location of these services. 1.6 Upon completion of all electrical work, the electrical contractor shall test all circuits, outlets, switches, lights, motors, etc.., for the correct operation of all installations. Repair or replace any defects immediately. The electrical contractor shall furnish a statement to the Owner that any resulting repair service will be provided for within a reasonable time period of notification of the problem. 1.7 The entire electrical installation, including materials furnished and installed, must be free from defect and shall be guaranteed in writing to the Owner for a period of one year from the final completion of the residence. 1.8 The electrical contractor shall at the completion of each phase of his work, remove all debris, cartons, implements of service, etc.., resulting from his work from the job site. 1.9 Provide and install a complete exhaust fan system as shown in the Plans including ducts, roof jacks and caps, if applicable. 1.10 Connect all appliances. 1.11 Provide proper stub outs and disconnects to the heating and air conditioning system, and when installed, connect unit. 1.12 Provide complete conduit system for television and telephone service to the residence terminal boxes, if required by the respective companies. 1.13 Prewire Cable TV System as indicated on the Electrical Plan. ' 1.14 Provide stub out on time circuit for landscape lighting as shown on the Electrical Plan. The Alf ni Residence 34 Electrical 16 1.15 All exposed conduit shall be rigid conduit equal to Republic Steel rigid hot dipped galvanized conduit. 1.16 All switches, wallplates, receptacles, and any special combination device will be provided by the electrical contractor and are included in the contract. 1.17 Prior to the final acceptance of the work, the electrical contractor shall furnish the Owner complete operations and maintenance instructions for all work under his contract. 16012 TESTING: 1.0 Upon completion of rough -ins, furnish testing equipment and test installation for improper grounds, short circuits, etc... Repair defects and retest as necessary. Balance electrical loads at the panel board. Make the system operable. 16100 BASIC MATERIALS & METHODS 16110 RACEWAYS & FITTINGS: 1.0 Conduit run underground or below ground floor surface shall be PCV Schedule 40; all other shall be rigid type hot -dip galvanized steel. 1.1 Conduit run in dry locations as in ceilings; walls, and attics, may be Romex. 1:2 Outlet boxes shall be galvanized or sheradized one piece pressed steel or approved plastic. Unless otherwise noted set convenience outlets at 6"above floor lying horizontally, and switches at 3'0" above floor. Verify exact location with the designer or Cherokee Homes, when any doubt exists. Provide weatherproof boxes and enclosures where exposed to the elements. 16300 ELECTRICAL DISTRIBUTION SYSTEM 16300 PANELBOARDS: 1.0 Type as shown on Plans, "Westinghouse", "Trumbull", "Square D", or approved equal, with branch circuits breakers of size, quantity_ and poles as listed on the Plans. 16400 LIGHTING FIXTURES lA Furnish and install all light fixtures as shown on the Electrical Plan. a. Provide an Outdoor/Indoor Surface Mounted Fixture allowance of $1500.00 The Alfini Residence 35 Electrical 16 1.1 All switches, dimmers, and fan controls to be manufactured by Leviton." Verify color with Homeowner or Cherokee Homes. 1.2 Bathrooms and the Laundry Room shall have exhaust fans or their equal. The Master Bath shall have a single unit servicing 3 outlets. 16500 SERVICE & DISTRIBUTION 16510 ELECTRICAL SERVICES: 1.0 Main service to be 400 AMP. See Electrical Plan for location. 16550 GROUNDING SYSTEM: 1.0 Ground all conduit systems and neutral conductors as per National Electric Code. Use approved clamps. 16570 DISTRIBUTION SWITCHBOARDS: 1.0 Install panel boards of the type and capacity as indicated on Plans or approval equals. Label all circuits. 16700 COMMUNICATIONS 16725 SMOKE DETECTING DEVICES: 1.0 Provide, install and make operable new fire detecting alarms where shown on the Plans. Smoke detectors installed per section 1210 UBC. 16740 TELEPHONE SYSTEM: 1.0 Install telephone wire as indicated on the Electrical Plan. 16780 TELEVISION SYSTEM: 1.0 Prewire all TV locations as indicated on the Electrical Plan 16790 STEREO SYSTEM: 1.0 Prewire all stereo locations as indicated on the Electrical Plan. The Alfini Residence 36 IR00M 11111Sfl SCflfD6lf ROOM FINISH SCHEDULE: Unless specified otherwise, the following material allowances are to be used by Cherokee Homes, and the related sub -contractors for the purpose of bidding: 1. CERAMIC TILE - Allowance of $5.50/sq.ftBuilder's cost for tile and trim pieces (Not including Deco pieces) for bathroom counters and showers. Tiled shower height @ 8 foot. 2. GRANITE/MARBLE/TRAVERTINE - Kitchen, Bar, Powder, Bath #3: Slab Granite counters though out with 4" back splash. Master bath: Slab travertine counters. Great room: Slab shell stone slab counters. 3. FLOOR TILE - Allowance of $3.50/sq.ft. Builder's cost for ceramic tile. 1 4. CARPET - Allowance of $25.00/sq.yd. retail installed with carpet and pad. 5. GYPSUM WALL BOARD - Unless otherwise noted, all gypsum board shall be 5/8" Type X. All gypsum board shall be taped and sanded. Drywall finish shall be "skim coat" Santa Fe style with a hand troweled or smooth texture. See Cherokee Homes for approval of all finishes. ` ALL CORNERS TO RECEIVE RADIUS BULLNOSE EDGES. ' 6. BASE MOLDING - 3-1/4" Base throughout in carpeted rooms not in tiled rooms Paint grade. See Homeowner or Cherokee Homes for approval of sample. Note: All windows shall be dual glazed unless specified otherwise. Windows to be Manufactured by Milguard vinyl Windows or Equal. RESIDENTIAL EQUIPMENT Kitchen: 42" GE Monogram Refrigerator GE Monogram Oven WW27210P GE Monogram Range (gas) CVG4380P GE Monogram Microwave MI68 GE Monogram Compactor TC407 GE Monogram Dishwasher DW860QP ISE Garbage Disposals Pro77 ' ISE Instant Hot GN34 Washer & Dryer (Owner Supplied) Bar: Scottsman Bar Refrigerator The Alfini Residence The Enclave Mountain Estates 1 1 1 1 1 1 1 1 I PLUMBING FIXTURE LIST: Kitchen: Sink Faucet Hot Water Bar: Sink Faucet Launda, Room: Utility Sink Faucet Bath #2 Toilets Sink Faucets Shower Bath #3 Toilets Sink Faucets Shower Shower Master Bath:. Bath Tub Toilet Sinks Faucets Shower Tub Set Powder Room Toilet Sink Faucets Garage Sink Faucet The Alfini Residence The Enclave Mountain Estates Executive Chef - white KWC - K10 -N1 Franke Bates & Bates - brass Phylrich Polished brass Ceco, Big Foot 860 white Coralis 15171 white, pullout Kohler Wellworth white Sedona w/ko white Phylrich D203 PB Phylrich DPB-3203 PB Kohler Wellworth white Kohler Ladina white Phylrich "Swing" PN/PG Phylrich PB 2109 PN/PG Less spout Hansgrohe, wall bar and hand shower Milano Jacuzzi tub white Kohler Portrait K3490 white Kohler K2219 white Mirabella White porcelain PB Phylrich DPB-3231 PB Phylrich Kohler Portrait K3490 white B&B Sink Diana Carniche - white porcelain Elkay garage sink -pc Corralis - pullout e Room Finish Schedule Room Finish Schedule IA. ENTRY: Floor - Tile in diagonal pattern Walls - Painted drywall Ceiling - Flat-Painted drywall B. GREAT ROOM: Floor - Carpet with Tile border Walls - Painted drywall w/base molding. ' Ceiling - Flat- Painted drywall ceiling per plan Cabinets- Wood stain grade Counters - . Slab shell stone ' C. MORNING ROOM: Floor - Tile. Walls - Painted drywall. ( Ceiling - Flat- Painted drywall ceiling per plan ' D. KITCHEN: Floor - Tile. Walls - Painted drywall. Ceiling - Flat- Painted drywall ceiling per plan Cabinets- Gold Dust Maple - Raised panel Counters - Slab granite with 4" splash - Gallo Veneziano 1 Feature tile by range & desk The Alfini Residence The Enclave Mountain Estates Room Finish Schedule E. DINING ROOM: Floor - Tile border & carpet Walls - Painted drywall w/base molding.. Ceiling - Flat- Painted drywall ceiling per plan F. MASTER BEDROOM: Floor - Carpet. ' Walls - Painted drywall w/base molding. Ceiling - Flat- Painted drywall ceiling per plan G. MASTER BATH: Floor - Carpet except in tile in toilet room Walls - Painted drywall semi -gloss. Except in shower which is 8'high with travertine tile with decorative border; recessed soap dish; & bench no shower enclosure. Tub counter top in travertine tile with decorative border. Mirror as shown on interior elevations with flush medicine chest. Ceiling - Flat- Painted drywall ceiling, semi -gloss paint. Cabinets- White Matt Counters - Slab travertine with 4" splash decorative tile possibly H. MASTER CLOSETS Floor - Carpet. , Walls - Painted drywall w/base molding mirror on each side of closet door. Ceiling - Flat- Painted drywall ceiling. I. GUEST BEDROOM #2: Floor - Carpet. Walls - Painted drywall w/base molding. Ceiling - Flat- Painted dr} -wall ceiling. The Alfini Residence The Enclave Mountain Estates Room Finish Schedule J. GUEST BATHROOM #2: Floor - Carpet except in toilet room Walls - Painted drywall semi -gloss. Except in shower which is 8'high with ceramic tile, Mirror as shown on interior elevations with flush medicine chest Ceiling - Flat- Painted drywall ceiling. Cabinets- White Matt raised panel Counters - Ceramic tile K. GUEST BEDROOM #2 CLOSETS: Floor - Carpet. Walls - Painted drywall w/base molding. Mirrored closet doors. Ceiling - Flat- Painted drywall ceiling. L OFFICE: Floor - Carpet. Walls - Painted drywall -vv/base molding. Ceiling - Painted drywall. M. OFFICE BATH: Floor - Tile except into office bedroom Walls - Painted drywall semi -gloss. Except in shower which is 8'high with ceramic tile & tumbled marble basin , Mirror as shown on interior elevations with medicine chest. Ceiling - Flat- Painted drywall ceiling. Cabinets- Bird's Eye Maple Counters - Slab green marble with 4" splash in decorative tile green empire Note - See pro shop at Indian Ridge for color of marble The Alfini Residence The Enclave Mountain Estates 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 N. OFFICE CLOSET Room Finish Schedule The Alfini Residence The Enclave Mountain Estates i t . r Floor - Carpet. Walls - Painted drywall w/base molding. Mirrored closet doors. , Ceiling - Flat- Painted drywall ceiling. O. HALLWAYS: Floor - Tile except in bedroom hall to office. Walls - Painted drywall. Ceiling - Flat- Painted drywall P. POWDER ROOM: Floor - Tile same at halls Walls - Painted drywall, semi -gloss. Ceiling - Flat- Painted drywall ceiling.. Counters - Slab black granite with cascading front Q. BAR Floor - Tile. Walls - Painted drywall w/base molding, semi -gloss. Mirror as shown on interior elevations Ceiling - Flat- Painted drywall ceiling., semi -gloss. Cabinets- Gold Dust Maple -raised panel with open shelves under the counter; below bar is drywall Counters - Slab granite with 4" splash & raised bar counter The Alfini Residence The Enclave Mountain Estates i t t Room Finish Schedule R. LAUNDRY ROOM: Floor - Tile. Walls - Painted drywall w/base molding, semi-gloss. Ceiling - Flat- Painted drywall ceiling., semi-gloss. t Cabinets- White Matt Counters - Ceramic tile S. GARAGE: Floor - Concrete. Walls - Painted drywall. Ceiling - Flat- Painted drywall. Cabinets - Melamine work bench & cabinets incorporating sink area The Alfini Residence The Enclave Mountain Estates � gQOss CnLcOUTions 1 1 1 1 � gQOss CnLcOUTions 1 1 1 i 1 1 1 1 1 =ti BARR LUMBER TRUSS DIV. 54461 29 Palms Hwy Yucca Valley, CA. 92284' (760) 365-8408 Fax: 365-3870 BARR LBR TRUSS CL CERTIFIED INSPECTION IN STRICT IS ACCORDANCE WITH U.B.C. 2311.6 PREFABRICATED Convenient Locations To Serve You Rosemead Apple Valley (626) 288-0860 (760) 247-7204 Twenty -Nine Palms Yucca Valley . (760) 367-7581 (760) 365-8408 (760) 365-2357 R NAME: ADDRESS CHECK BY REV # 0 1 t 1 11 1 A QUALITY CONTROL LUMBER INSPECTION SERVICE SUPL'IZVISOR Y FIELD INSPEC770N IZIJ'I'0117' U.('. 1nsT)eclo1': DAVID LONG Date of inspection 03/26/98 Licensed P cunt: BARK LUMBER & TRUSS 54461 29 PALMS I-1WY YUCCA VALLEY, CA 92284 Arrival 1 l :00 Departed 12:00 NON-SCHEDULED IN -PLANT WOOD TRUSS INSPECTION As per Uniform Building Codes Standards Sec. 2311.6 and Sec. 2343.7 in accordance with'enIgineered plan suecilications. Lumber Grade & Storage Connector Plates Workmanship Accuracy of wood cuts Bearing of wood joints Knots in plate area Split limitation Position of plates Condition of plate teeth Plate to Wood tolerance In -Plant Handling & Storage Bundling and Loading Marking Legibility Jig & Press Adequacy In Accordance X X Non-Conl'01-111in9 General Appearance and Condition of Inventoried Trusses: Excellent X Good----- _Satisfactory Poor Not Acceptable,. REMARKS: Few trusses. Trusses nueel (IBC sia ncicu•c!s Inspector Al Lytton Countersigned f CORPORE HEADQUARTERS BRANCH OFFICES ATr Portland cy l�° P.O. Box 6989 Los Angeles -r N ; San Jose, CA 95150 (714) 962-9994 (503) 223 6105 �', (4QN;,4X�nWXO:X`C (08) 993-1633 w �� Sacramento Philomath Fai►`(`�0$k4��;QkX 1 Ax (tll8) 993-16 42 (916) 722-2500 W.- 5446129 PALMS HIGHWAY' YUCCA VALLEY, CA� 92284 is supervised under our Certified .Quality, Control Program' Production is evaluated and audited under "the Uniform 'Building Code Standard. 2311.6 and 2343.7 Inspections by supervisors are performed on a regular basis in -plant. ' Calif 'a Lumber Inspection Servic ' Dated 5/7/98 IFORNIA LUMBER INSPECTION SERVICE 1 =..� P (1 Rev AoRo ems., 1— 1'A oci 40 innQ\ 001 1AlI +4 - t Z J. CJLU LU CL LU Ln = L, LU Lu i � _. <(n LL " U, LL LL OD Name; 3iAr i t RFACr SITE RI>Z'D 1 0- 1-12 2084 3.50 1.50" 2 26- 8- 4 2084 3.50" 1.50" TC FCIKE AM E10 CSI 1 -5119 .07 .11 .18 2 -4934 .06 .11 .17 3 -5656 .07 .37 .44 4 -5656 .07-- .37 .44 5 -4934 .06" .11 .17 6 -5119 .07 .11 .18 DC FME AXL BND CSI 1 4808 .36 .12 .48 2 4809 .36 .12 .48 3 4652 .35 .06 .41 4 4652 .35 .06 .41 5 4809 .36 .12 .48 6 4808 .36 .12 .48 I'm FCFK£ CSI l,Es I- GSI 2-9 -14 .00 5-11 1110 .48 2-10 -161 .02 5-12 230 .10 3-10 230 .10 6-12 -161 .02 3-12, 1111 .48 6-13 -14 .00 4-11 -834 .08 PM DEFF.F)^rICN ( fit) - Lt/999 III PIB•I 10-11 (LIVE) 1,= -.13" D= -.19" T= -.32" = Joint Locations = 1 0- 0- 0 8 0- 0- 0 2 4- 4-14 9 4- 4-14 3 8- 0- 0 10 8- 0- 0 4 13- 5- 0 11 13- 5- 0 5 18-10- 0 12 18-10- 0 6 22- 5- 2 13 22- 5- 2 7 26-10- 0 14 26-10- 0 'IOP CHM 2x4 FL #1 BOT Or m 2x4 FL #1 WFB 2x4 FL UIT M Ilraur.ge mast be pra✓ided to avoid Reiman. )aacing 1s reposed (by ) to prevrae rctatiai/tgcpling. See HIB -91 aryl )M/'MI 1-1995; 10.3.4.5 arra 10.3.4.6. PLATIM SPEED CN GREEN 11143ER VA M. 2 -FLY! Nail w/10d CLT,PrN, stagged (NDB -97 Sect. 12) in: 712- 2/ft BC- 2/ft VERS- 2/ft 'i russ YU: A -' QTT PLATE VALLES FFR ICB0 RFSEliKH IM:CRr #1607. Nail patt ally ern do n is f� PLF loads` . Cleated 1oa19 rhust be di sr, ih,r (1�✓ ctl�re) equally to each ply (dc rot use 1. ' 1 mails in the trtehtxr) . If once tl 2 ply, add nailer fmn the ad3itia�al ply(s), as alns�. 330# 330# 1 4-4-14 .3-7-2 5-5-1) 5-5-0 3-7-2 4-4-14-t 4-4-14 8-0-0 13-5-0 18-10-0 22-5-2 26-10-0 8-()-(L10- 10-0 8-0-0 22-rI 1,S 1 2 13 4 t5 6 7 REQUIRED r 4.00 -4.001 2-11-15 1 =0-3-15 ?-aa I 2-1,x, 26-10-0 8 9 10 11 12 13 14 4-4-14 3-7-2 5-5-0 5-5-0 3-7-2 4-4-14 4-4-14 8-0-0 13-5-0 18-10-0 22-5-2 26-10-0 av■ ��6sr vv i v � � ---LOAD GOE #1 IESIIN LOAM ---------------- Dir L.Plf L.Lrac R.Plf R.1oc U4ML TL Vert' 60.0 0- 0- 0 60.0 8- 0- 0 .53 Tv Vert 145.6 8- 0- 0 145.6 18-10- 0 .53 T` Vert 60.0 18-10- 0 60.0 26-10- 0 .53 DC Vert 24.3 0- 0- 0 24.3 26-10- 0 .00 TS.... : Lbs X.Inc LLM BC Live, .0 o f P O. C. S ae 2- 0- 0 P TC Vett 176.0 8- 0- 0 1.00 7C Vert 154.0 8- 0- 0 .00 SIIBET' by TPI. The Truss I'bue Institute (rl'I) is located at 5101 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper TL Vert 176.0 18-10- 0 1.00 Association (AFPA) is located at I251) Connecticut Ave, NW, Ste 200, Washington, DC 21X):16. TOTAL 40.0 pef 'IC Vert 154.0 18-10- 0 .00 3_T1 EXPIRES JU E ; . i 999 7-1 =0-3-11 SHIP 01 �c z 69 V1 CALIFOR�`� V 6/11/98 Scale: 5/32" 1' Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Joint Report. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBFa 64.7 WO: 536 This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in Chks BG Customer Name: accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Dognr: BG #LC BARR LUMBER verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on this design the loading imposed by the local building In is assumed that the top is laterally braced by the or floor - 0 CBEROXIM TC Live 16.0 pef DurPaca L=1.25 P=1.25 meet or exceed code. chord roof sheathing and the bottom chord is laterally braced by a rigid sheathing maternal directly attached, unless otherwise noted. Bracing shown is for lateral ® Yucca Valley support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 14.0 psf Rep Mbr Bud 1.00 (RFL) content of the wood exceed 19% and/or cause connector plate corrosion. lubricate, handle, instal and brace this truss in accordance with the following BC Live, .0 o f P O. C. S ae 2- 0- 0 P T 45 Nonb. SYSTEMSDr.C iiJS Nonbpar� Ur., Colo Springs, CO 150907 standards: 'TRUSCOM MANUAL', by Truswal, 'QUALITY CONTRoi. S'T'ANDARD FOR METAL 1'IATI3 CONNHUMD WOOD TRUSSES' - (QST -8N), 'IIANDLING INSTALLING AND BRACING Mf?'fAl. PIA'I'B CUNNIiCfIiD WOOD'fKUSSf?S' - (HIB -91) and '11111.91 SUMMARY BC Dead 10.0 pef Design Spec UBC SIIBET' by TPI. The Truss I'bue Institute (rl'I) is located at 5101 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper De -f, Criteria: L1/240 Tps.O Version 01.12.98 Association (AFPA) is located at I251) Connecticut Ave, NW, Ste 200, Washington, DC 21X):16. TOTAL 40.0 pef M 1=1 M job Name: SAME Eft X -LOC REACT SIZE FEQ'D 1 0- 1-12 1233 3.50" 1.50" 2 26- 8- 4 1233 3.50" 1.50" 712 F AM E10 CSI 1 -2658 .08 .21 .29 2 -2139 .05 .16 .21 3 -2100 .04 .10 .14 4 -2100 .04." .10 .14 5 -2139 .05 .16 .21 6 -2658 .08 .21 .29• BC FQ2C£ AM RD CSI 1 2480 .37 .10 .47 2 2475 .37 .07 .44 3 1975 .30 .06 .35 4 1975 .30 .06 .35 5 2475 .37 .07 .44 6 2480 .37 .10 .47 WE FCFSE CSI 4EB FCRCE CSI 2-9 84 .07 5-11 171 .15 2-10 -530 .26 5-12 304 .26 3-10 304 .26 6-12 -530 .26 3-11 171 .15 6-13 84 .07 4-31 -185 .05 MX LEFLFmw (efatn) ' W999 IN 1.04 10-31 (LIVE) LF -.10" D= -.16" T= -.26" = Joirt Tnatial8 = 1 0- 0- 0 8 0- 0- 0 2 . 5- 4-14 9 5- 4-14 3 10- 0- 0 10 10- 0- 0 4 13- 5- 0 31 13- 5- 0 5 16-10- 0 12 16-10- 0 6 21- 5- 2 13 21- 5- 2 7 26-10- 0 14 26-10- 0 M =. Truss ID: Al Qty: 1 D MP CHM 2x4 FL #1 'THIS rE9I(N IS ME (294K)SITE RESMT OF Bor acm 2x4 FL #1 PMIPLE LOAD CASES. 4E8 2x4 FL UI II TIY RATE VALLES LER. ICSO YEM* H RE RT #1607. Drainage mast be provided to avoid parading. - Lcaded for 10 PSF ncn-ocnaure't Tryl. PLATII43 BASED CN GMEN LL14BER VALLES. 5-4-14 4-7-2 3-5-0 3-5-0 4-7-2 5-4-14 5-4-14 10-0-0 13-5-0 16-10-0 21-5-2 26-10-0 10-0-0 6-10-0 10-0-0 1 22 - t3 4 �5 6 7 t 4.00 -4.00 2 2 26-10-0 , S y.. in, 11 12 13 14 5414 Tl 4-3-11 EXPIRES A SHIP QR�F Y- 30 �. 5-4-144-7-2 3-5-11 3-Sh 4-7-2 ^� `r 1/��� 5-4-14 10-0-0 13-5-0 16-1(1-0 21-5-2 26-10-0 Q f CAUF���` ` 6/11 /98 Scale: 5/32" 0 11 Truswal Systeme Plates are 20 ga.'unless shown by "1811(18 ga.) or "H"(16 ga.), positioned per Joint Report. WARNING Read all notes on this street and give a copy of it to the Erecting Contractor. TBF: 66.7 WO: 536 ® This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in Chk: BG Customer Name: accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Dsgnr: BG #LC - 2 CHEROKEE BARR LUMBER verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on design the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor P=1.25 ® Yucca Valley this meet or exceed sheathing and the bottom chord is laterally braced by a rigid sheathing, material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Live 16.0 psf TC Dead 14.0 of P DurFacs L=1.25 Ra t9�r Bnd 1.15 P (RFL) content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following BC Live .0 PSI! O.C. Spacing 2- 0- 0 TRUSWAL SYSTEMS 4445 Northpark Dr., Colo Springs. CO W907 standards: 'TRUSCOM MANUAL', by Truswal, 'QUALI'T'Y CONTROL STANDARD FOR METAL. I'LA,m CONNECHN) WOOD TRUSSES' - (QST -RR), -HANDLING INSTALLING AND BRACINO MBTAI, PLATE CUNNI ri--D WOOD TRUSSES' - (11111-91) :rad '11111.91 SUMMARY BC Dead 10.0 psf Design Spec UBC SIIEGT' by TPI. The Truss Plate Institute (TPI) is located at SR3 D'Onofrio Drive, Madison, Wisconsin 53719. The Amerism Forest and Paper Def. Criteria: W240 Tp5. 0 Version 01.12.98 Association (AFPA) is located at 1250 Connecticut Ave, N1V, Ste 200, Washington, DC 2(x)36. TOTAL 40.0 psf ob Name; SAME Em 'X -LCC REACT SIZE RM'D 1 0- 1-12 1233 3.50" 1.50" 2 26- 8- 4 1233 3.50" 1.50" TC FCRCE AXL END CSI 1 -2610 .10 .30 .40 2 -1912 .03 .30 .33 3 -1750 .03 .10 .13 4 -1905 .03 .30 .33 5 -2610 .10' .30 .40 13` FCRM AXI, BND CSI 1 2429 .37 .14 .50 2 2422 .36 .08 .44 3 1748 .26 .06 .32 4 1748 .20 '.13 .33 5 2423 .36 .08 .44 6 2429 .37 .14 .50 FEB KFICE GSI FPB I= CSI 2-8 140 .12 4-11 351 .31 2-9 -716 .51 5-11 -721 .51 3-9 352 .31 5-12 141 .12 3-11 5 .00 MX IgZ.F1: CN (sit) LV999 IN 1474 11-12 (LIVE) D= -.16" T= -.260 Jairt Lc ahicns 1 0- 0- 0 8 6- 4-14 2 6- 4-14 9 12- 0- 0 3 12- 0- 0 10 13- 5- 0 4 14-10- 0 11 14-10- 0 5 20- 5- 2 12 20- 5- 2 6 26-10- 0 13 26-10- 0 7 0- 0- 0 'IDP CHM 2x4 FL #1 BOr CFLRD 2x4 FL #1 F' B 2x4 FL UM -M Drainage nust be provided to avoid pondurJ 7CUSs IU: AZ WE) 'THIS MIGN IS THE CCMFOG17E RE= OF 11MPiE LOAD 10M. PLATE VALM PER ICBG RESEARC14 REFCIRT #1607. 1rvled fc>r 10 PSF rrn-cay=Ye»t. BaI. PIA'IZ BASED CN til LLM2ER VALLFB. 6-4-14 5-7-2 8-5-2 6-4-14 6-4-14 12-0-0 20-5-2 26-10-0 12-0-0 2-10-0 t 12-0-0 2 3 4 5 6 F4 00 _q,00� 26-10-0� 7 K 9 10 11 12 13 6-4-14 5-7-2 ft -5-2 � 6-4� 6-4-14 12-0-.0 20-5-2 26-10-0 EXPIRE 0, 1999 ROF S/0 769 t� �rVl1. Of CAL1f�� 6TTT798 Scalet 5/32" 1' Truawal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Joint Report. WARNING Rend all notes on this sheet and give a copy of it to the Erecting Contracior. TBFt 62.0 WO: 536 This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in Clk: BO Custcener Name t accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be 'rhe Degnr t BG #Le = 2 CHEROKEE BARR LUMBER v°rifted by the component manufacturer and/or building designer prior to fabrication. building designer shall ascertain that the loads utilized on design the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor P-1.25 meet or exceed sheathing and the bonom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Ilracing shown is for lateral TC Live 16.0 pef DurFaee L=1.25 - ® Yucca Val)Cy suppon of components members only to reduce buckling length. 'rhis component shall not be placed in any environment that will cause the moisture TC Dead 14.0 pef Rep Mbr Bnd 1.15 (RFL) content of the wood exceed 19% and/or cause connector plane corrosion. Fabricate, handle, install and brace this truss in accordance with the followingBC Live 0 pe f O. C. Spacing 2- 0- 0 TRUSWAL SYSTEMS - standards: ,rR[JSCOht MANUAL', by Truswal, 'QUAU'rY CONTROL S'rANDARD FOR MI?'fAl. PLATE CONNECI'I?D WOOD TRUSSES' - 4445 Northpark, Dr.. Colo Springs. CO 80907 (QST -SK), 'ilAND1.IN0 INS'fA1.LIN0 AND IINACIN(1 MI'?'fAl.l'IA'1'll CONNI?Cfl?D WOOD TRUSSES' - (IIIIS•7p and'lllll-71 SUMMARY BC Dead 10.0 pef Design Spec UBC SI IIirrr by ,rm. 'rhe Truss Plate Institute (fl'p is Inc ted :d w D'Onofriu Drive, Madison, Wisconsin 53717. The Americ:m Forest and I".aper Def. Criteria: Lt/240 TpS. 0 Version 01.12.98 Associatinn (APPA) is located at 1250 Connecticut Ave, MV, Ste 200, Washington, UC IM36, TOTAL 40.0 pef 3-7 757 .66 Truss ID: A3 Qty: THIS EMIIN IS TILE R74KSr1E RMLT OF hLLTIPLE IOAD O%M3. PLATE VAL LER ICE) REMUU-I REFG?r #1607. Lnacbd for 10 FSF nrn-cnnawrent. BQL. MAX EEFL PICN tqg u - 11 IV999 INI'++EM 6-7 (LIVE) LF -.28" D= -.42" 1- -.71" Joirt Locatirne = 1 0- 0- 0 5 26-10- 0 - 2 7- 1- 6 6 0- 0- 0 3 13-5-0 7 13-5-0 4 19- 8-10 8 26-10- 0 7-1-6 673-1( 6-3-10- 7-1-6 - 7-1-6 13-5-0 19-8-10 26-10-0 13.4.0 t 13-5-0 2 3 4 5 (--� T 4.00 4-4 I 1.5-3 1.5-3 4-9-10 2.5-8 2:5-8 TO -3-15 6.8 DrW0 I' 5-5-6 'SHIP =0-3-11 26-10-0 t 6 T 8 , 1313-5_0 13-5-0� 13-5-0 26-10-0 EXPIRES,�IUP 30; 1999 i � 9 \�\, (��� J...) YWft f'198 Scale: 5/32".- 1' Truswal Systeme Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Joint Report. lob Name: SAME TBFt 55.3 BM '1X -IOC RD%cr SIZE REQ'D 'IDP anRD 2x4 FL #1 1 0- 1-12 1233 3.50" 1.50" BOP CfCIRD 2x4 FL. #1 & Btr. 2 26- 8- 4 1233 3.50" 1.50" 4EB 2x4 FL UPII rIY accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be PLATIN BASED CN GREEN ISIER VAILES. TC FCS£ AXL EIV CSI BARR LUMBER* 1 -2491 .12 .51 .62 2 -1830 .03 .46 .49 ®(RFL) alley 3 -1830 .03 .46 .49 TC Live, 16.0 pef TC Dead 14.0 pef 4 -2491 .12." .51 .62 BC FCRCE AXL END CSI BC Live .0 pef 1 2324 .21 .76 .97 TRU.SWAL SY.;TEIIS 2 2324 .21 .76 .97 vm F= CSI VM FCS CSI 4445 NoribNrk Dr., Colo Spring%. CO 80907 2-7 -692 .61 4-7 -692 .61 BC Dead; 10.0 psf 3-7 757 .66 Truss ID: A3 Qty: THIS EMIIN IS TILE R74KSr1E RMLT OF hLLTIPLE IOAD O%M3. PLATE VAL LER ICE) REMUU-I REFG?r #1607. Lnacbd for 10 FSF nrn-cnnawrent. BQL. MAX EEFL PICN tqg u - 11 IV999 INI'++EM 6-7 (LIVE) LF -.28" D= -.42" 1- -.71" Joirt Locatirne = 1 0- 0- 0 5 26-10- 0 - 2 7- 1- 6 6 0- 0- 0 3 13-5-0 7 13-5-0 4 19- 8-10 8 26-10- 0 7-1-6 673-1( 6-3-10- 7-1-6 - 7-1-6 13-5-0 19-8-10 26-10-0 13.4.0 t 13-5-0 2 3 4 5 (--� T 4.00 4-4 I 1.5-3 1.5-3 4-9-10 2.5-8 2:5-8 TO -3-15 6.8 DrW0 I' 5-5-6 'SHIP =0-3-11 26-10-0 t 6 T 8 , 1313-5_0 13-5-0� 13-5-0 26-10-0 EXPIRES,�IUP 30; 1999 i � 9 \�\, (��� J...) YWft f'198 Scale: 5/32".- 1' Truswal Systeme Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Joint Report. WARNING Read all notes on this street and give a copy of it to the Erecting Contractor. TBFt 55.3 WO: 536 ® This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in Chk: BO Customer Name: accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Degnr t BG #LC 2 CCBERt01� BARR LUMBER* verifted by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on design the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor L=1.25 P=1.25 ®(RFL) alley this meet or exceed sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. 'Phis component shall not be placed in any environment that will cause the moisture TC Live, 16.0 pef TC Dead 14.0 pef DurFacs Rep Mbr Bnd 1.15 content of the wood exceed 197 and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following BC Live .0 pef O.C. Spacing 2- 0- 0 TRU.SWAL SY.;TEIIS standards: 'TRUSCOM MANUAL', by'rruswal, 'QUALITY CON'rROI. STANDARD FOR ME'w. PLATE CONNECI'ED WOOD TRUSSES' - 4445 NoribNrk Dr., Colo Spring%. CO 80907 (QS'r-Rti), 'IIANDLINO INS'rALLINO AND IIRACINO ME'rAl. PLATE CONNECTED WOOD TROSSES' - (11111.91) and '11111-91 SUMMARY BC Dead; 10.0 psf Design Spec UBC SLLEE'r' by'rPI. The Truss Plate Institute (rm) is looted at 383 D'Onofrio Drive, Madison, Wisconsin 53719. The Amerium Purest and Paper Da -f. criteria: W240 TpS. 0 Version 01.12.98 Association (AFPA) is located at 12513 Connecticut Ave, NW, Ste 2(MI, Wm1iington, DC 20036. TOTAL 40.0 pef Ir r it r r� Ir rw � job Name: SAME R.Inc LifII, BFG X -ICC FGICP SIZE FM'D 'IDP alfa) • 2x4 FL #1 1 0- 1-12 654 3.50 1.50 BOP GEM 2x4 FL #1 2 10-10- 4 654 3.50" 1.50" I'm 2x9 FL UPI LXIY .53 ILA= BASED CN GE24 IMERR VAIIFS. TC FLRC£ AXL EIV CSI 60.0 11- 0- 0 1 -1064 .01 .12 .13 BC Vert 14.3 0- 0- 0 2 -992 .01 .12 .13 11- 0- 0 .00 3 -1064 .01 .12 .13 Lbs X.Lcc IL/,m Bc FCRCE AM EUD CSI TC Vert 1 982.15 .07 .21 1.00 2 986 .15 .03 .17 TC Vert 22.2 4- 0- 0 3 982 .15 .07 .21 VEB FCF<CE CSI Fffi FAKE CSI 25.3 7- 0- 0 1.00 2-6 45 .04 3-7 48 .04 TC Vert 2-7 6 .01 .00 Toil( 1gl=m (Span) 14/999 IN104 6-7 (FIVE) IF -.02" D= -.03" T` -.04" y Joist locations = 1 0- 0- 0 5 0- 0- 0 2 9- 0- 0 6 4- 1-12 .Truss ID: B Qty: 1 HATE WIR3 1ER ICBG RMWC I IMKRP #1607. Drainage nust be prvrided to avoid Pexman tt- braczr� is (by ) to p erevFrt rctaticrVtcpp.- See HIB -91 arra A I/`I'PI 1-1995; 10.3.4.5 and 10.3.4.6. 3 7- 0- 0 7 7- 0- 0 4 11- 0- 0 8 11- 0- 0 48# 48# 4-0.0 3-0-0 4.0.1) 4-0-0 '7-0-0 11-0-0 4.0.0 1-0-0 t 4.0.0 t 4. 00 -4.00 5_11n 114-5 Drwsr: LOYU 16YU6/-UUS ----- ----MAD CASE #1 EESIIN ICADS ---------------- Dir L.Plf L.Loc R.Plf R.Inc LifII, TC Vert 60.0 0- 0- 0 • 60.0 4- 0- 0 .53 TC Vert 85.6 4- 0- 0 85.6 7- 0- 0 .53 TC Vert 60.0 7- 0- 0 60.0 11- 0- 0 .53 BC Vert 14.3 0- 0- 0 14.3 11- 0- 0 .00 Type...; Lbs X.Lcc IL/,m TC Vert 25.3 4- 0- 0 1.00 TC Vert 22.2 4- 0- 0 .00 TC Vert 25.3 7- 0- 0 1.00 TC Vert 22.2 7- 0- 0 .00 I 2-0.0 2-0-0 g 11-0-0 t 5 P6 7 8 4-1-12: 2-10 441-0� �4-1-12 7-0-0 11-0-0 4 Scale: 5/1611 11 Truswal Systeme Plates are 20 ga. :unless shown by 111811(18 ga.) or "H"(16 ga.), positioned per Joint R port. ® BARR LUMBER WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component. It has been based on specifications provided by the component rnanufacntrer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain dant the loads utilized on this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor TBFt 27.3 Chkt BG Degnr t BG' #LC n 0 WO: 536 Cue togner Name t CBEROKEE TC Live 16.0 pef DurFacs Ln1.25 P=1.25 ® YUCCU Va11Cy sheathing and the bottom chord is laterally braced by a rigid sheathing tn:tterial directly attached, unless otherwise noted. Bracing shown is for lateral only to reduce buckling length. This component shall not be in any environment that will arose Ute moisture TC Dead 14.0 of P Re T4br Bad 1.00 P (RFL) support of components members placed content of the wood exceed 1995 and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following BC Live .0 pef O.C. Spacing 2- 0- 0 TRUSWAL SYSTEMS 4445 Northpark, Dr., Colo Springs, CO 80907 standards: 'TRUSCOM MANUAL', by Truswal, 'QUALITY CON'T'ROL S'T'ANDARD FOR MIi'I'AI. III -ATF CONNECTED WOOD TRt1SSl?S' - (QST -Its), 'IIANDI_INO INSTALLING AND IIRACINO mPTAI. I'IA'1'E CONNI?CPI?D WOOD TRUSSES' - (11111.91) and 'IIID -91 SUMMARY BC Dead 10.0 pef Design Spec UBC SIIEET' by'rl'I. The Truss I'htte Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The Amerism Forest and Paper Def. Criteria: L4/290 Tp5. 0 Version 01.12.98 Association (APPA) is located at 1250 Connecticut. Ave, NW, Ste 2W, Washington, DC2W316. TOTAL 40.0 pef ob Name: SAME Bl, "X -LCC RIACr SIZE IEK21D 'IDP GEM 1 0- 1-12 600 3.50" 1.50 BOr CIIRD 2 10-10- 4 600 3.50" 1.50" FEB TC I= AXL END CSI This design is for an individual building component. It has been based on specifications provided b the component manufacturer and dune in 8 g P P P Y P 1 -792 .01 .21 .22 Ctietcener Name: 2 -792 .01 .21 .22 accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be BC FCP.C£ AXL.! BID CSI CHEROKEE 1 714 ll.' .15 .26 v°rifted by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on design the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floorTC 2 714 .11 .15 .26 FES I= GSI 41EB FQXE GSI 2-5 157 .14 DurFacs L=1.25 P=1.25 Rep Mbr Bnd 1.15 IW LEFI.=CN (span) support of components members content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following 1{/999 IN 1,1111 5-6 (LIVE) O.C. Spacing 2- 0- 0 LF -.02" D= -_03" T= -.04" standards: 'TRUSCOM MANUAL', by Truswal, 'QUALIT'Y CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - - Join Iocaticns 1 0-0-0 4 0-0-0 (QST -88). 'HANDLING INSTALLING AND BRACING METAL PIA'1'E CONNECTED WOOD TRUSSES' • (1111-91) and 'I1113-91 SUMMARY 2 5-6-0 5 5-6-0 Design Spec UBC 3 11- 0- 0 6 11- 0- 0 SI IEET' by TPI. The Truss Plate Institute (TPI) is located at 5821 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Truss I B 1 Qty: 2x9 FL #1HATE VAUES EER ICB0 LARCH IMUZr #1607. 2x4 FL #1 FLA= BASED GN G REN LIPM VALLES. 2x4 FL UIM TIY T 2-1-15 T10-3-15 5-6-0 —i 5-6-0 t 5-6-4 11-0-0 5-6-0 t 5-6-0 t 1 2 3 r.00 -4.0 2_0_0 2-0-0 ; 11-0-0 ; 4 5 6 5 6—� 5-6-(— � 1 5-6-0 11-0-0 2-9-11 I0-3-1� 'H7 EXPIRES 0 el � I f JE 30, 1999 SS/O,v cr � y� f 9 Scale: 5/16" 1' , Truswal Systeme Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Join Report. WARNING Rend all notes on this sheet and given copy of it to the Erecting Contractor, TBF: 22.7 WO; 536 ® This design is for an individual building component. It has been based on specifications provided b the component manufacturer and dune in 8 g P P P Y P Chkt BO Ctietcener Name: accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Dsgnr t BG #Lem 0 CHEROKEE BARR LUMBER v°rifted by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on design the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floorTC ® Yucca Valley meet or exceed sheathing and'the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for LatemI only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture Live 16.0 pef j TC Dead; 14.0 psf DurFacs L=1.25 P=1.25 Rep Mbr Bnd 1.15 (RFL) support of components members content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following BC Live. .0 pef O.C. Spacing 2- 0- 0 TRUSWAL SYSTEMS standards: 'TRUSCOM MANUAL', by Truswal, 'QUALIT'Y CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - 4445 Northpark, Dr.. Colo Springs, CO W907 (QST -88). 'HANDLING INSTALLING AND BRACING METAL PIA'1'E CONNECTED WOOD TRUSSES' • (1111-91) and 'I1113-91 SUMMARY BC Deadi 10.0 psf Design Spec UBC SI IEET' by TPI. The Truss Plate Institute (TPI) is located at 5821 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper i Def. Criteria: L4/240 Tp5.0 Version 01.12.98 Association (APPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. ITOTAL 40.0 pef ,..r'.....5-, ...,�... ..,. ... _, t -.. _-•v._•�s:•e ser.:"--.' _.r^ -M•......_ ....: _•._ '..,-=.w.-. .-.1..•�: •.i ,y,,,.': -....L.,-..'..'.. , VV emu... ,, ✓•.• ---IDAD 14R , X -IOC RFACr SIZE RM'D 1 1-12 1334 3.50 1.50" .7 2 17.10- 4 1334 3.50" 1.50" 'IC' FICKE AXL END CSI 60.0 0- 0- 0 1 -2956 .09 .18 .27 8- 0- 0 .53 2 -2611 .07 .15 .22 145.6 8- 0- 0 3 -2441 .05 .07 .12 10- 0- 0 .53 4 -2606 .07- .15 .21 60.0 10- 0- 0 5 -2956 .09' .18 .27 18- 0- 0 .53 BC I= AXL l3ID CSI 24.3 0- 0- 0 1 2767 .42 .11 .53 18- 0- 0 .00 ` 2 2763 .42 .11 .53 Lbs X.Loc 3 2438 .37 .04 .41 (RFL) 4 2763 .42 .05 .47 176.0 8- 0- 0 5 2763 .42 .11 '.53 TRUSWAL SYS•rEt.tS 6 2767 .42 .11 .53 154.0 8- 0- 0 WEB FCRCE CSI l,EB Iii2CE CSI 2-8 54 .05 4-10 222 .19 2-9 • -344 .11 5-10 -348 .11 3-9 222 .19 5-12 54 .05 3-10 4 .00 154.0 10- 0- 0 144X r FTIXTICII (gaazi) TpS. 0 Version 01.12.98 LV999 IN ME14 10-11 (LIE) TOTAL 40.0 pef L -.08" D= -.12" T= -.20" = Join T --tion = 1 0- 0- 0 8 4- 4-14 2 4- 4-14 9 8- 0- 0 3 8- 0- 0 10 10- 0- 0 4 10- 0- 0 11 10-10- 4 5 13- 7- 2 12 13- 7- 2 6 18- 0- 0 13 18- 0- 0 7 0- 0- 0 F- _FMSS TU6.11L L4 'IDP CH30 2x4 FL #1 PLATE VAIIES Fm Im Fess m RF3mr #1607. BJr CIS 2x4 FL #1 Drainage nest be provided to avoid 4�B 2x4 FL lJI7LPIY nwimr�tt biac55 is (by ) to FLATIM BAS CN CSI ISM�t VAI.I.ES. prevatt rntatia�/tgL ire See I�-91 tared I/'IPI 1-1995; 10.3.4.5 and 10.3.4.6. 33'61 60# 4-44-414 34-2 5-7-2 4-4-14 4-4-14 8-0-0, 13-7-2 18-0-0 8-0-0 �` 2-0-0 t 8-0-0 t I 2 3 4 5 6 F4.00 -4.00 7 8 9 10 11 12 13 4-4-14 3-73-7� 5-7-2 ,t 4-4-14 4-4-14 8-0-0 13-7-2 18-0-0 . 11611 YY6• V W/ 0-Y • Y v ---IDAD CASE #1 IESIGN ICY4LS ---------------- Dir L.Plf L.Ioc R. PH R.Ioc U#qL 7C Vert 60.0 0- 0- 0 60.0 8- 0- 0 .53 7C Vert 145.6 8- 0- 0 145.6 10- 0- 0 .53 TC Vert 60.0 10- 0- 0 60.0 18- 0- 0 .53 BC Vert 24.3 0- 0- 0 24.3 18- 0- 0 .00 ` TA_ Lbs X.Loc LLVTL (RFL) 'IC Ve t 176.0 8- 0- 0 1.00 TRUSWAL SYS•rEt.tS TC Vert 154.0 8- 0- 0 .00 4445 Nonbpark Dr., Colo Springy, CO N0907 'IC Vert 176.0 10- 0- 0 1.00 'IC Vert 154.0 10- 0- 0 .00 TpS. 0 Version 01.12.98 TEXPIRES J NSE 30, 1999 3-7-11 PR SS/01 T-0-3-1 SHIP Nq� .�s1 Gi 69 S 16/11/98 Scale: 7/32" • 1' Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Joint Report. WARNING Rend all notes on this sheet and give a cony of it to the Erecting Contractor. TBF: 44.7 WO: 536 ® This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in Chir: BO Customer Nacre: accordance with the current versions or TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Degnr t Ba ' #Le = 0 Cf�ROItEE verifted by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on TC Live 16.0 pef DurFacs L-1.25 P=1.25 BARR LUMBER this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is Literally bmced by the roof or floor Valley sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for Lateral TC Dead 14.0 Pe f .. Rep Mbr Bnd 1.00 ® Yucca support of components members only to reduce buckling length. This component slall not be placed ht any environment that will cause the moisture (RFL) content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss hr accordance with the following BC Live .0 pef O.C. Spacing 2- 0- 0 TRUSWAL SYS•rEt.tS standards: 'TRUSCOM MANUAL', by Tntswal, 'QUALITY CONTROL. STANDARD 17OR METAL. PLATE CONNECTED WOOD TRUSSES' - 4445 Nonbpark Dr., Colo Springy, CO N0907 7 r t (QST -88), -HANDLING INSTALLINO AND BRACING METAL, PLATE CONNECfLD WOOD'rRI1SSI.S' - (IIID -91) and '11111.11 SUMMARY BC Dead 10.0 o f P Desi Spec UBC 9n SIIEET' by ,rm. The Truss Kite Institute (1111) is loc ted at 580 D'Onofrio Drive, Madison, Wisconsin 53719. 'rhe Amerism Forest and Paper Def. Ckiteria: 14/240 TpS. 0 Version 01.12.98 Association (APPA) is located at 1250 Connecticut Ave, NW, Ste 2tXt, 1Vashiugunt, DC 2txt06, TOTAL 40.0 pef ob Name: SAME BEG - X -IDC FEALT SIZE RQ�)'D TOP a lm . 2x4 FL #1 1 0- 1-12 880 3.50" 1.50" BCT aEW 2x4 FL #1 2 17-10- 4 880 3.50" 1.50" Hffi 2x4 FL UITLI'IX Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Join Report. PLATIM BASE) IN aZEEN LID7 ER VALLIS . TC FACE AXE, MU CSI This design is for an individual building component. It has been based on specifications provided by the component numufacturer and done in Chk: BG 1 -1612 .03 .18' .21 Dsgnr: BO #LC o 2 2 -1203 .01 .16 .17 16.0 pef DurFaes L=1.25 P=1.25 3 -1203 .01 .16 .17 TC Dead 14.0 sf P 4 -1612 .03- .18 .21 .0 pef O.C.Spaeing 2- 0- 0 BC FUXE AXL EM CSI Desi ea UBC Design SP 1 1503 .23 .25 .47 Tp5.0 Version 01.12.98 AssocLntion (APPA) is located at 1250 Connecticut Ave, NW, Ste 2(X4, Washington, DL' 2(X)36. 2 1503 .23 .25 .47 FEB Ria£ CSI I,&B FCR CSI 2-7 -427 .17 4-7 -427 .17 3-7 485 .42 Max LFIIEr w (spin) LV999 IN I,EM 6-7 . (LIVE) Truss ID: C1 . Qty: THIS LESIW IS THE CU4FCSrIE R'ES[II,T OF M=LE LOAD CASES. PLATE VALLES EER IMM REM1iKH REIKEr #1607. Toncled for 10 PSF ruai-caiawrent BC11 . LF -.06" fk -.10" T= -.16•• Jain Locations = ' 1 0-0-0 5 18-0-0 2 4-10-14 6 0- 0- 0 3 9- 0- 0 7 9- 0- 0 4 13- 1- 2 8 18- 0- 0 4-10:14 4,1-2.` 4-1-2 4-1014 , 4-1044 9-0-0• 13-1-2 I8-0-0 900 900 1 2 i3 4 5 �4 00- - 4-4 18-0-0 r 7 8 Drwg:.(: V Y t$ I 1 3-11-11 )EXPIRES UNE 30, 1999 SHIP 0 SS/0 =U-3-1 QR 69 a 9-0-0 9-0-0 18-0-0 JI. 9-0-0-0-0 TF F CAL%f 6 1/98 Scale: 7/32" 1' Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Join Report. WARNING Read all notes on this street and give a copy of it to the Erecting Contractor. TBF= 36.7 WO: 536 ® This design is for an individual building component. It has been based on specifications provided by the component numufacturer and done in Chk: BG Customer Name: accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Dsgnr: BO #LC o 2 CHEROKEE verified by the component manufacturer and/or building designer prior to fabrication. 'Phe building designer shall ascertain that the loads utilized on TC Live 16.0 pef DurFaes L=1.25 P=1.25 BARR LUMBER this design meet or exceed the loading imposed by the local building code. It is assumed drat the top chord is Literally braced by the roof or floor ® Yucca Valley sheathing and the bottom chord is laterally braced by a rigid sheathing inater'ial directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 14.0 sf P Re Mir Bad 1.15 P (RFL) content of the wood exceed 19% and/or cause connector plate corrosion. Pabricate, handle, isudl and bmce this truss in accordance with the following BC Live .0 pef O.C.Spaeing 2- 0- 0 TRUSWAL SYSTEMS 4445 Northpark Dr., Colo Springs. CO 80907 standards: 'TRUSCOM MANUAL', by Truswal, 'QUALrrY CON'1 ROI. S'T'ANDARD FOR MrTAL I'LATE CONNFC'rPD WOOD TRUSSES' - : r t , , (QST -HH), 'I IANDLINO INSTALLINO AND BRACING MB'rAl. PLAT -I. CONNIiCI'1.D WOOD'I'RIJSSI.S' - (11111-11) and '11111-91 SUMMARY BC Dead 10.0 sf P Desi ea UBC Design SP SHEPT' by'rf1. 'rhe ,muss I'L•de Institute ('I'I'I) Is located at 58:4 D'Onufrio I) ive; Madison, Wisconsin 53719. The Amcrican Forest and l aper Def, Criteria: W240 Tp5.0 Version 01.12.98 AssocLntion (APPA) is located at 1250 Connecticut Ave, NW, Ste 2(X4, Washington, DL' 2(X)36. TOTAL 40.0 pef a fob 1�ame: SAME Im X-Lcc RE4Cf SIZE REQ'D 'IDP CHM 2x4 FL #1 1 9- 1-12 360 3.50" 1.50" B7P CICM 2x4 FL #1 2 17-10- 4 520 3.50" 1.50" L2>c4 FL PA BASED CJ� VAL= TC FCRCE A>L 13ID CSI Chk: Bea Customer Name: 1 -45 .00 .20 .20 accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Dsgnr: BO #LC 2 2 -595 .00 .20 .21 verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on imposed by local building code.'It is assumed that the top chord is laterally braced by the roof or floor Etc FCFKE AYd.."' LINA CSI DurFaes L=1.25 P=1.25 BARR LUMBER 1 526 .08 .08 .16 , TC Dead 14.0 sf P Re I&r Bnd 1.15 P 2 534 .08 .11 .19 support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture I,EB FCFCE CSI VEB FCRCE CSI content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following 1-4 -94 .02 2-5 113 .10 TRUSWAL SYSfEA1S 4445 Northpark Dr.. Colo Springs. CO 80907 2-4 -576 .21 BC Dead 10.0 psf Design Spec UBC WX E01E TICN (qp.—) ' SKEET' by'ri'I. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 57719. The Amerism Forest and Paper 1,1999 IN 1%EM 5-6 UZO Tp5.0 Version 01.12.98 Association (APPA) is located at 12.50 Connecticut Ave, NW, Ste 2011, Washington, DC 201)36. IF -.01" D= -.02" T= -.03" Joint Locations 1 0- 0- 0 4 0- 0- 0 2 4- 1- 2 5 4- 1- 2 3 9- 0- 0 6 9- 0- 0 3-3-15 1 Truss ID: C2 Qtr.. TM rE4ICN IS TVE SIZE RE= OF PIII.,T P E LOAD CASES. pLAZE VALLFS FFR IC130 I RE GIRT #1607. 'Irnrled for 10 FSF rrm-mrjamerit BCLL. 13x1 verticals designed for aodal loads only. 13-1 verticals that are e<ta-ded al d or below the tnws profile {if airy) may �; e additional design oonsidzsation (by ctlrrs) for lateral forces dae to wind or seismic loads on the buildirg. 4-1-2 44-1014 , 4-1-2 9-0-0 2 3 -4.001 1 D EXP f 2-0-0 i 30, 1999 900900—'4 5 ". 6 v l� t STUB 4-1-22 4-10-14, F 4-1-2 9-0-0 0 Scale: 7/16" 1' Truswal Systems Plates are 20 ga.,unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Joint ort. WARNING Read all notes on this street and give a.. -copy of it to the Erecting Contractor. TBF: 20.7 :536 ® This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in Chk: Bea Customer Name: accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Dsgnr: BO #LC 2 CHEROKEE verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on imposed by local building code.'It is assumed that the top chord is laterally braced by the roof or floor TC Live 16.0 pef DurFaes L=1.25 P=1.25 BARR LUMBER this design meet or exceed the loading the sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral TC Dead 14.0 sf P Re I&r Bnd 1.15 P ®Yucca Valley support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture (RFL) content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following BC Live .0 ps f O.C. Spacing 2- 0- 0 TRUSWAL SYSfEA1S 4445 Northpark Dr.. Colo Springs. CO 80907 standards: 'TRUSCOM MANUAL', by Truswal, 'QUALITY CON'T'ROL S'rANDARD FOR MIITAL PLATE CONNECrFD WOOD TRUSSES' - (QST -88), 'IIANDLINO INSTALLING AND BRACING METAL. ]'LATE CONNECfI?D WOOD'rRUSSES' - (1118-91) and '1111].91 SUMMARY BC Dead 10.0 psf Design Spec UBC SKEET' by'ri'I. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 57719. The Amerism Forest and Paper De -f. Ckiterja: 1t/240 Tp5.0 Version 01.12.98 Association (APPA) is located at 12.50 Connecticut Ave, NW, Ste 2011, Washington, DC 201)36. TOTAL 40.0 P13 f •Tirti ob Name; SAME 'IDP CHIm 2x9 FL #1 Ll Em. °X-IP.0 1EAcr SITE REQ'D CSE ELK 2x4 FL UPILPIY 1 0- 1-12 880 3.50" 1.50" Gable blocks are 2x 4 O 16.0 inches o.c. 2 17-10- 4 880 3.50" 1.50" accordance with the current versions of'rl'1 and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be 'rhe TC FCRC£ AXL I3ID GSI CHEROKEE < TIE FACE. IMM MSP IIF VERIFIED! > 1 -1612 .03 .18 .21 �Mayy use adaglate staples fdr gable blocks. C bl a blocks tray z�c . lateral bracing fare. See 2 -1203 .01 .16 .17 rhes meet or exceed not been o:nsidered tmless noted ctl)exwise. 3 -1203 .01 .16 .17 Timse loads artd their ennnectirns are the sheathing and the bottom chord is laterally braced by a rigid sheathing tmterial directly attached, unless otherwise noted. Bracing shown is for lateral only to reduce buckling length. 'rhis compuittent shall not be in any environment that will cause the moisture 4 -1612 .03- .18 .21 Rep b1br Bnd 1.15 (RFL) BC } AXL IU CSI BC Live .0 pef O.C. Spacing 2- 0- 0 1 1503 .23 .25 .47 standards: 'TRUSCOM MANUAL', by Trusvml, 'QUALITY CONTROL STANnARD FOR M8'rAl. PLATF CONNECTED WOOD TRUSSES. - (QST -SR), 'IIANDLINO INSTALLINO AND BRACING METAI. I'LA'rC CONNFC'rl?D WOOD TRIISSGS' - (11111-91) and'Illll-91 SUMMARY BC Dead 10.0 pef 2 1503• .23 .25 .47 SI I[ p r' by'rl'1. The Truss I'Lte Institute (r1'1) is loaitcd at .s" D'onorric) wivc, Madison, Wisconsin 53719. The American Forest and Paper I,EB FQX£ CSI VEB FC CE CSI 1p5.0 Version 01.12.98 2-7 -427 .17 4-7 -427 .17 3-7 485 .42 MAX LFFL=CN (span) 1./999 IN 1,194 6-7 (LIVE) LF -.06" D= -.10" T= -.16" = Joirt Lncaticns = 1 0- 0- 0 5 18- 0- 0 2 4-10-14 6 0- 0- 0 3 9- 0- 0 7 9- 0- 0 4 13- 1- 2 8 18- 0- 0 •Tirti ss ID: C3 �Q 'IDP CHIm 2x9 FL #1 MM rmi(Q IS ME 03nmrIE RERLT OF BJP CHM 2)C4 FL #1' VEB 2x4 FI, UrILM bUr,TIPLE LCAD 01SES. '•:•Fum VALLES FER ICBG i FEFCRr #1607. CSE ELK 2x4 FL UPILPIY Ind for 10 PSF non-ornnnzvtt PLTI - . PLATIN BASED CN'GZEN LLMEE 2 VALLES. Gable blocks are 2x 4 O 16.0 inches o.c. Customer Name: 2 ALDITICN4L LOAD C CMBMPA71CM MAY HE > accordance with the current versions of'rl'1 and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be 'rhe < r432IiRED IF SHOURD ; IS ATIRCf1ED 'IO > CHEROKEE < TIE FACE. IMM MSP IIF VERIFIED! > verified by the component manufacturer and/or building designer prior to fabrication. building designer shall ascertain that the loads utilized on design the loading imposed by the local building code. Il'is assumed that the lop chord is laterally braced by the roof or floor �Mayy use adaglate staples fdr gable blocks. C bl a blocks tray z�c . lateral bracing fare. See dae to wind applied to the 'IYussals mated gable bracirg detail (s) . Lateral leads in line with the dijrcls have rhes meet or exceed not been o:nsidered tmless noted ctl)exwise. DurFacs L=1.25 P=1.25 Timse loads artd their ennnectirns are the sheathing and the bottom chord is laterally braced by a rigid sheathing tmterial directly attached, unless otherwise noted. Bracing shown is for lateral only to reduce buckling length. 'rhis compuittent shall not be in any environment that will cause the moisture responsibility of the Luildirg designer. 44-1� 4-1-2 4-1-2 4-104-10=14 4-10-14 9-0-0 13-1-2 18-0-0 9-0-0 9-0-0 1 2 i3 4 5 1 4. 00-a•00 4-4 6 7 9-O-0 9-0-0 g 9-0-0 18-0-0 T EXP•IRE$, J1 !SHIP =0-3-1 Q F Q i E 30, 1999 VY ' ''9v TYPICAL PLATT 1-3 Scales 7/32" 1' s ositioned per Joint Report. Trvswal Systeme Plates are 20 ga. unle,'ss shown by "18"(18 ga.) or "H"(16 gar), p p p WARNING Read all notes on this. sheet and give a'copy of it to the Erecting Contractor. TBF: 41.3 WO: 536 ® This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in Cask: BO Customer Name: accordance with the current versions of'rl'1 and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be 'rhe Dsgnr s BO #LC = 2 CHEROKEE BARK LUMBER verified by the component manufacturer and/or building designer prior to fabrication. building designer shall ascertain that the loads utilized on design the loading imposed by the local building code. Il'is assumed that the lop chord is laterally braced by the roof or floor rhes meet or exceed TC Live, 16.0 pef DurFacs L=1.25 P=1.25 ® Yucca Valley sheathing and the bottom chord is laterally braced by a rigid sheathing tmterial directly attached, unless otherwise noted. Bracing shown is for lateral only to reduce buckling length. 'rhis compuittent shall not be in any environment that will cause the moisture TC Dead; 14.0 pef Rep b1br Bnd 1.15 (RFL) support of components members placed content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate; handle, install and brace this truss in accordance with the following BC Live .0 pef O.C. Spacing 2- 0- 0 TRUSWAL SYSI'ES1S 4445 Nonbpark Dr.. Colo Springs, CO 80907 standards: 'TRUSCOM MANUAL', by Trusvml, 'QUALITY CONTROL STANnARD FOR M8'rAl. PLATF CONNECTED WOOD TRUSSES. - (QST -SR), 'IIANDLINO INSTALLINO AND BRACING METAI. I'LA'rC CONNFC'rl?D WOOD TRIISSGS' - (11111-91) and'Illll-91 SUMMARY BC Dead 10.0 pef Design Spec UBC SI I[ p r' by'rl'1. The Truss I'Lte Institute (r1'1) is loaitcd at .s" D'onorric) wivc, Madison, Wisconsin 53719. The American Forest and Paper Def. Criteria: Ly/290 1p5.0 Version 01.12.98 Assockklion (AFFA) is loc ted at 1250 Connecticut Ave, NW, Ste 200, Washinguni, DC 2(X)36. TOTAL 40.0 pef y�=4.1 •�.:... .. .. x .....✓........... . :k. +. .� ,.q.t:.N F: •. ..... .. ...a.. a u..t� r r rr 2 1 Job Name: •SAME Tn1ss I Qt : 3 D ' k -LOC REACT SIZE RBfi'D TOP CHORD 2X4 FL IJ1 PLATE VAl1IES PER ICBG RESEARCH REPORT k1607. 1,:�D CASE L. DESIOJ LARDS Dir L.Loc R.PIf R.Loc LL/TL BRG 60. 1 0- 2-12 81tCT 5.50" 2.90 BOT [HC)<iD 2x6 FL 111 & Btr. 2 18- 9- 4 8164 5.50" 2.90" WEB 2x4 FL UTILITY NaiL.pattem shown is for PLF Loads TC Vert 60.0 0- 0- 0 60.0 8- 0- 0 .53 loads must be distributed TC Vert 1445.6 8-0-0 0 145.6 11- 0- 0 53 2x4 FL, STANDARD 10-3, 12-5 only. Concetltrated TC FORCE AXL BND CSI Drainage must be prwtded,to avoid ming. ( others) equally to each ply (do not use TC Vert b0.0 11- 0- 0 60.0 19- 0- 0 .53 to 1. " long nails to the carrytr Iltt'J11)er). If BC Vert 734.3 0- 0- 0 734.3 19 0 0 .51 1 -18678 .47 .37 -84 Per,rawtt bracing is required (by others) ii ling. See HIB -91 and Imre than 2 plyy, adj nail c us er from the Lbs X.Loc LL T� " ' 176.0 8_()_0 1.00 2 -15080 .24 .10 .34 p rotation/t ANSI 1-1995 10.3.4.5 and 10.3.4.6. acJdttt,stal plyLs), as span. TC Vert 154.0 8- O'_ 0 .00 3 -14388 .20 .07 .27 4 -14388 20,' .07 .Z7 5 -15080 .34 PLAT BASED f7I �REFN LLlBER VALUES. 3 -PLY! Nail u//10d , s�aggered (NDS -47 TC Vert 176.0 11- 0- 0 1.00 Sect. 12) iF! TC- 2 ft BC- 5Zft WEBSr 2/ft TC Vert 154.0 11-0-0 00 .24.' .10 6 -18678 Nail in /layers or f each ace. .47 .37 .84 8ND CSI 11 1BC FOXE 57 38 .94 2 17527 .56 .23 .79 4 14136 .45 .0066 .51 + 6 1T�0 .57 .3388 .94 WEB FORCE CSI WEB FORCE CSI 2-9 2518 .73 5-11 496 .14 , 2-10 -3582.22 5-12 3600 .49 3-10 3600 ,49 6-12 -3582 .22: - ; 3-11 4% 6-13 2519 .73 .1 - 330N'� 330# - nDEFLECTION (1 3-4-2 4-7-14 4-7- -0-0 1 `�WIN MEM 10 -LIVE) LL- -. 4" D= -.22" T= -.36" 4-7-14 8-0-0'11-0-0 144-2 19-0-0 , !-3-0-0 8-0-0 ! Joint 08t o- o- O 1 f- 1 $ 0 (1 i t 7 3-FLYS 2 : 3 •'; 4 5 6 2 4-7-14 9 4-7-14 3 8-0-0 10 8-0-0 a REQUIRED p �. -4 00 4 9- 6- 0 11 9-6-0 5 11-0-0 12 11-0-0 5-10 5-10 6 14- 4- 2 13 14-4-2 9- 0- 02.5-6 7 19-0-0 14 19-0-02.5-6 2.5-6 T I 2-11-15 3 8 3-8 3-7-11 EXPIR S JUNE 30, 1999 3"8 3"g SHIP 1 20-3-15;!3-620"3-1 3-6 3:5 5 3-6 3.5-5 0 Q FESS/OA, 2-0-0 2-0-0 16 , 19-0-0 r 8 9 10 11 12 13 14 4-7-14 3-4-2 3-0-0 3-4-2 4-7-14 M 4-7-14 8-0-0 11-0-0 14-4-2 19-0-0 F Scale: 7/32" = 1' TruswaL Systems Plates are 20 ga. unless shown by 11181108 ga.) or 11H"(16 ga.), positioned per Joint Report Truswal S stems' software Designed wi VVARNING Read all notes on this sheet and give a. copy of it to the Erecting Contractor. TBE: 56.7 W0: 536 ® This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done In Chk: BG I Customer Name: accordance with the current versions of TPI and AFPA design standards. Newponsibility is assumed for dimensional accuracy. Dimensions are to be Dsgnr' BG', #LC = 0 CHEROKEE TRUSWAL Isheathing ��ied by the component mamnfacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code. It is assumed that the by chord is laterally braced by the roof or floor TC Live, 16.0 psf DurFacs L=1.25 P=1.25 and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral TC Dead' 14.0 psf p Re Mbr Bnd 1.15 p SYSTEMS support of components members only to reduce buckling length. This component shall not be placed In any environment that will cause the moisture canof the wood exceed 19% and/or cause connector plate corrasion. Fabricate, handle, install and brace this truss in accordance with the following I , BC Live 0 psf O. C. Spaei ng 2- 0- 0 standards: 'TRUSCOM MANUAL', by Truswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES'- 'fila d 10.0 psf BC Dead P Design Spec UBC g P att5 Nonbpsrk Dr., Colo Springs, Co 80907 (QST -88), 'HANDLING INSTALLING AND BRACING METAL. PLATE_ CONNECTED WOOD TRUSSES' - (ILIO -9l) and -91 SUMMARY SHEET' by TPI. The Tnus Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper TOTAL 4 p Def, criteria: L/240 Tp5.0 Version 01.12.98 Association (APPA) Is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC. 20(136. M M M ob Name.: SAME R EWj X -IOC li»CC SIZE REQ'D 1 0- 2-12 1844 5.50" 1.50" 2 23- 9- 4 1844 5.50" 1.50" TC FIOiCE AXI, HID CSI 1 -4479 .06 .11 .17 2 -4250 .04 .06 .10 3 -4517 .04 .18 .23 4 -4517 .04''` .18 .23 5 -4250 .04 .06 .10 6 -4479 .06 .11 .17 BC F(%£ AM BW CSI 1 4218 .27 .12 .39 2 4219 .27 .12 .39 3 3995 .26 .06 .32 4 3995 .26 .06 .32 5 4219 .27 .12 .39 6 4218 .27 .32 .39 WEB FCPCE CSI WEB FMCS CSI 2-9 -13 .00 5-3.1 614 .27 2-10 -234 .02 5-12 286 .12 3-10 286 .12 6-12 -234 .02 3-11 614 .27 6-13 -13 .00 4-11 -606• .05 WX 1>i•II] w (span) . LV999 IN M4 10-11 (LIVE) ,= -. L08" Ik -.12" T- -.20" = Join Lor Uors = 1 0- 0- 0 8 0- 0- 0 2 4- 7-14 9 4- 7-14 3 8- 0- 0 10 8- 0- 0 4 12-0-0 11 12-0-0 5 16- 0- 0 12 16- 0- 0 6 19- 4- 2 13 19- 4- 2 7 24- 0- 0 14 24- 0- 0 M M M TOP acm 2x4 FL #1 BOP CHMD 2x6 FL #2 FIEB 2x4 FL UPIIXIY D>.aira must be provided to avoid Ii�itm>Eat b:acrrrd is �u�r,�d (br ) to t rctatia�/tz i7 rig. See HIB -91 ani I/IPI 1-1995; 10.3.4.5 and 10.3.4.6. pIA= l3kgM CN GaN UPEER VAILES. 2-PLY1 Nail w/10d C mil- I, staffed MM -97 Sect. 12) in: TC- 2/ft BC- 2/ft WEBS- 2/ft Truss ID: E Qty: PLATE VAILE9 PM ICBG REMN C[i 1EFW #1607. Nail pattern slzaa•r ie for PLF loads only. (hncsisated leads must be distributed egaall to each 1 do rr t use 1.5" laza nam is inyply the tnenbs1 . If nrne than 2 p1y, add roil cluster frau the ad3itiaal ply(s) , as :eh-. 330# 330# 4-7-14 3-4-2 4-0-0 4-0-0 3-4-2 4-7-14 4-7-14 8-0-O 12-0-l). 16-0-0 19-4-2 24-0-0 9-0-0 R-0-0 ] R-0-0 2-PS 1 2 i3 4 5 6 7 -74.001 REQUIRED 74.00 T 2-11-15 i =0-3-15 XL; za-n-o ' R 9 10 11 12 13 14 4-7-14 , 3-4--2 4-0_0 4-0-0 3-4-2 4-7-14 4-7-14 8-0-0 12-0-0 16-0-0 19-4-2 24-0-0 2 Drwa: LUYt31 OLU01-u l L ----------It14D CASE #1 IESIGN IDAES ---------------- Dir L.Plf L.Loc R.Plf R.D= U4nL TC Vert. 60.0 0- 0- 0 60.0 8- 0- 0 .53 TC Vert 145.6 8- 0- 0 145.6 16- 0- 0 .53 TC Vert 60.0 16- 0- 0 60.0 24- 0- 0 .53 BC Vert 24.3 0- 0- 0 24.3 24- 0- 0 .00 'IIyy��ee TC �%rt Lbs X -L_ 176.0 8- 0- 0 LLM 1.00 BC Live .0 pof TC Vert 154.0 8- 0- 0 .00 BC Dead 10.0 of P TC Vert 176.0 16- 0- 0 1.00 TC Vert 154.0 16- 0- 0 .00 TOTAL 40.0 pof T 3-7-11�;i�tNkS E 30, 1999 =0-3-1t5 SHIP P FESS], Dq C r•n V � M : 5/32" = 1' Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Joi t =R.p.rSt WARNING Rend au notes on this sheet and give a copy of it to the Erecting Contractor, TBF; 66.0 WO: 536 ® This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done In Chk: BG Custaater Name: accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Ds BG #LC 0 sds s CHEROKEE LUMBER verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the Inutilized on this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is Literally braced by the roof or floor TC Live 16.0 pe f DurFacs L=1.25 P=1.25 ®(RFL) alley sheathing and the bottom chord is laterally braced by a rigid sheathing tnatcrial directly a[tached, unless otherwise noted. ]tracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 14.0 pof Rep Mbr Brra 1.00 content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following BC Live .0 pof O.C. Spacing 2- 0- 0 TRUSN'AL SYSTEMS 4443 Nonhparl• Dr., Colo Springs, CO 50907 standards: 'TRUSCOM MANUAL', by Truswal, 'QUALITY CONTROL STANDARD FOR MPTAL PLATT: CONNFCTf?D WOOD'rRt1SSES- n (QST -1(8), 'IIANDLINO INS'fALLINO AND IthtACiNO MI?'rAl. I'LA'ff: CONNLCf13D 1VOOD'IRl1SSf?S' - (1111{•)q and '11111•)1 SUMMARY BC Dead 10.0 of P Desi ec UBC gn � SIII'su' by'1'll. The Truss Plate Iustihtte (I'I'I) is located at ,510 D'Onufrio Drive, Madison, Wisconsin 5.1719. 'I'hc American Furcsl and Paper Daf, Qzteria: It/240 Tp5.0 Version 01.12.98 Association (AFPA) is located at 115) Connecticut Ave, NW, S(c 2(M), Washington, DC 2(11136. TOTAL 40.0 pof ob Name: `SAME BWj 'X -LCC RET1Cr SIZE RE12'D TOP C M 2x4 FL #1 1 0- 2-12 1120 5.50" 1.50" B7r C00 2x7 FL #1 2 23- 9- 4 1120 5.50" 1.50" WEB 2x4 FL Urn= • D miroge nest be provided to avoid p -ding. TC FC13E AM. EM GSI 1 -2271 .06 .17 .23 2 -1763 .03 .16 .20 3 -1638 .02 .08 .10 4 -1638 .02•• .08 .10 5 -1763 .03• .16 .20 6 -2271 .06 .17 .23 BC g3ICE ARL EM CSI ' 1 2111 .32 .08 .40 2 2106 .32 .07 .39 3 1619 .24 .05 .30 4 1619 .24 .05 .30 5 2106 .32..07 .39 6 2111 .32 .08 .40 WEB FCRCE CSI WEB FCRfE CSI 2-9 84 .07 5-11 37 .03 2-10 -517 .26 5-12 294 •26 3-10 294 .26 6-12 -517 .26 3-11 37 .03 6-13 84 .07 4-11 -59 .02 MAX IEZ1xLTCN (rP-) I.n/999 IN bEM 9-10 (LIVE) L,= -.08" D= -.11" T`= -.19" Jairt Lcmtirns = 1 0- 0- 0 8 0- 0- 0 2 5- 4-14 9 5- 4-14 3 10- 0- 0 10 10- 0- 0 4 12- 0- 0 11 12- 0- 0 5 14-0-0 12 14-0-0 6 18- 7- 2 13 18- 7- 2 7 24- 0- 0 14 24- 0- 0 3-7I-15 1S0-3-15 Truss Tins LFSIGN LS TAE t37wwrIE FE= CP 14]1171FLE LICAD CRIES. PLATE VALI.ES FIR ICE10 RESEARCH RElif1I' #1607. Y Lid fcr 10 PSF rM-aX=nYest BOLL. PLATING BASED CN GZEEQ LL14ER VALLES. 5-4-14 4-7-2 4-0-0 4-7-2 5-4-14 5-4-14 10-0-0 14-0-0 18-7-2 24-0-0 10 -fl -0 4-0-0, 10-0-0 -1 2 3 4 5 6 7 �- -4 00, 24-0-0 ? 10 ll 12 13 14 T� 4-3-11 X0-3- _ SHIP EXPIRES JUN. 30, 1999 ROFE Fye 69 �::�+!-/� .v.. ... ... .- ... ...r..-.�. r.4ic6`I :,. n. -.r .. � . .1�...fvi•w:'. _•.-Y•. .. 1. •.. . . 8 9 5-4-14 4-7-2 4-0-11 4-7-2 5-4-14 , 5-4-14 10-0-0 14-0-0 18-7-2 24-0-0 - 4 � f ALIFO��`P 6 /98 4 Scales 5/32" 11 'Truswal Systems Plates are 20 ga.�unlees shown by 111811(18 ga.) or "H"(16 ga.),*positioned per J t Report. WARNING Rend all notes on this sheet and give aFcoRv of it to the Erecting Contractor. TBP: 60.0 ' WO: 536 ® This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in Chk s BG . Customer Name: accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Dsgnr: BG #LC a 2. C MOKEE BARR LUMBER verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor TC Live 16.0 pof DurFaos L=1.25 P=1.25 alley ®(RF sheathing and the bottom chord is laterally braced by a rigid sheathing material diiectly attached, unless otherwise. noted. Bracing shown is for lateral support of components members only to reduce buckling. length. This counp6ent shall not be placed in any environment that will cause the moisture Dead 14.0 pof P Re Mbr Hnd 1.15 P Lj content or the wood exceed 1991. and/or cause connector plate corrosion. Fabricate, handle, Install and brace this truss in accordance with the following BC Live .0 pof O.C. Spacing 2- 0- 0 TRUSWAL SYSTEMS 4445 Nonbpark Ur.. (:oto Springs, CO 80907 4445 RUSSES'- standards: 'TRUSCOM MAMMU, by Truswal, 'QIJALI'rY.CONTROL:S"rANDARD FOR METAL PLATE CONNEUrl"D WOOD TRUSSES'- i r r (QST -M). 'IIANDLINU INSTALLING AND 11RACINU METAL. i'IA'rl. CONNI'.C'1'LD WOOD TRUSSES' - (IIIIL+91) and 'IIIB-9l SUMMARY 1 BC Dead 10.0 of P Desi Spec UBC 3n SIIEET' by'rPi. The Tniss I'Lue institute (TPI) Is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Def. tYiteria: Lt/240 TpS. 0 Version 01.12.98 Association (ATA) is loaned at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 2(x):16. 170TAL1 40.0 pof �::�+!-/� .v.. ... ... .- ... ...r..-.�. r.4ic6`I :,. n. -.r .. � . .1�...fvi•w:'. _•.-Y•. .. 1. •.. . . ob Name: SAME ° Era " X -IOC FZV-T SIZE FEQ'D 'IDP GEM 2x4 FL #1 1 0- 2-12 1120 5.5011 1.5011 Bir GUM 2x4 FL #1 2 23- 9- 4 1120 5.50" 1.50" WEB 2x4 FL UIZLrIY 0ik t BO Customer Name: PLATIIN3 BASED CN GEEN LIJUM VAILES. 'IC Ft32CE A?O, RZ CSI . Dsgnr: BG #LC o 2 CHEROKEE 1 -2209 .04 .29 .33 verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on design the loading imposed by the local building code. Itis assumed that the top chord is laterally braced by the roof or floor 2 -1947 .03 .29 .32 3 -1947 .03 .29 .32 this meet or exceed TC Live 16.0 pef 4 -2209 .01." .29 .33 ®.Yucca Valley sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture BC FCRCE AXL 1340 GSI Rep Mbr Bnd 1.15 (RFL) 1 2051 .22 .27 .48 BC Live .0 pef O.C. Spacing 2- 0- 0 • 2 1373 .15 .27 .41 standards: TRUSCOM MANUAL', by Truswal, 'QUA LI TY,CONTROL STANDARD FOR wTAL PLATT? CONNECITI) WOOD TRUSSRS' - (QST -88), 'IIANDI_ING INSTALLING AND DRACINU MB'fAl. 1'IATL7 CONNCCI'I?D WOOD TRUSSES' - (IIIB-9q and '11111-91 SUMMARY ' BC Dead 10.0 pef 3 2051 .22 .27 .48 ` 4EB F= CSI IAB I- (SI Tp5.0 Version 01.12.98 2-7 -377 .09 3-8 604 .53 3-7 604 .53 4-8 -377 .09 MAX 1gI.F1: w (qmn) • W999 IN hEI4 7-8 (LIVE) LF -.11" D= -.17" Z'- -.29" = Joirt I.L aticns = 1 0- 0- 0. 6 0- 0- 0 2 6- 4-14 7 8- 3- 4 3 12-•0- 0 8 15- 8-12 :Truss ID: E2 - - - - Qty: THIS lLSIGN IS 7HE COMP SrIE IeRW OF KLITFLE LaADMSES. PEXE VALIES PER ICBJ FEMVUT R= #1607. Icddad fcr 10 PSF narca-a� BCLI,. 4 17- 7- 2 9 24- 0- 0 5 24- 0- 0 6-4-14 5-7-2 5-7-2 i 6-4� 6-4-14 12-0-0 17-7-2 24-0-0 t 12-0-0 ; 12-0-0 ; 1 2 3 4 5 r 4.00 4-4 1L, 24-0-0 ; 6 7 8 9 8-3- � 7-5-8 8-3 8-3-4 15-8-12 24-0-0 T 4-]1-11 =0-3- I SHIP EXPIR .1999 m � M VIV 07`r 70 Scale: 5/32" 0 1' Truswal Systeme Plates are 20 ga. unless shown by 1118"(18 ga.) or "H"(16 ga.), positioned per JoiReport. WARNING Read all notes on this sheet and give a cow of it to the Erecting Contractor. TBF: 50.7 WO: 536 ® This design is for an individual building component. It has been based on specirications provided by the component manufacturer and done in 0ik t BO Customer Name: accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Dsgnr: BG #LC o 2 CHEROKEE BARR LUMBER verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on design the loading imposed by the local building code. Itis assumed that the top chord is laterally braced by the roof or floor this meet or exceed TC Live 16.0 pef DurFaco L=1.25 P=1.25 ®.Yucca Valley sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 14.0 pef Rep Mbr Bnd 1.15 (RFL) content of the wood exceed 19% and/or cause connector plate corrosion. 17abricate, handle, install and brace this truss in accordance with the following BC Live .0 pef O.C. Spacing 2- 0- 0 TRUSWAL SYSTEI,IS 4445 NonbparL Dr.. Colo Spriogr, CO 80907 standards: TRUSCOM MANUAL', by Truswal, 'QUA LI TY,CONTROL STANDARD FOR wTAL PLATT? CONNECITI) WOOD TRUSSRS' - (QST -88), 'IIANDI_ING INSTALLING AND DRACINU MB'fAl. 1'IATL7 CONNCCI'I?D WOOD TRUSSES' - (IIIB-9q and '11111-91 SUMMARY ' BC Dead 10.0 pef Design Spec UBC SHEET' by TPI. The Truss Plate Institute (Till) is located at 583 D'Ooofrii) Drive, Madison, Wisconsin 53719. The American rarest and Paper De -f. CYiteria: I41?40 Tp5.0 Version 01.12.98 Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, De 2(x)76. TOTAL 40.0 pef Job Name: SAME Mr. X -LOC F05LT SIZE RE32'D 1 0- 2-12 890 5.50" 1.50" 2 11- 9- 4 890 5.50" 1.50" 'IC FCRCE AXL. RM CSI 1 -1699 .02 .11 .13 2 -1573 ..02 .09 .11 3 -1573 .02. .09 .11 4 -1699 .02. .11 .13 BC FCFSE AM, EIZ CSI 1 1519 .24 .10 .34 2 1581 .24 .10 .34 3 1581 .24 .10 .34 4 1579 .24 .10 .34 VEB ME CSI VM F132CE CSI 2-7 -26 .00 4-8 -116 .03 2-8 -116 .03 4-9 -26 .00 3-8 793 .69 - 1M LEFI.F>:PICN (moi) L4/999 IN 1,04 7-8 (LIVE) LF -.03" D= -.05" T= -.08" .Joir* Lccatione '1 0- 0- 0 6 0- 0- 0 2 3- 4-14 7 3- 4-14 3 6 0-0 8 6-0-0 4 8- 7- 2 9 8- 7- 2 5 12- 0- 0 10 12- 0- 0 'IUP CFM 2x4 FL #1 BOP Ci M 2x4 FL #1 4&B 2x4 FL Urf= IiATIM BASED IN GREEN LLMEER VAUES. T 2-3-15 T10-3-15 Truss ID: F Qty: 1 LIME VAUU3 PER ICM R@M*KH REFW #1607. E>Jilmr�� bracing is (by cul-) to MMIrotatiWtgpp u�g. See HIB -91 w -d I/`IPI 1-1995; 10.3.4.5 and 10.3.4.6. 3-4-14 2-7-2. 2-7-2 3-4-14 3-4-14 &0-0, 5-7-2 12-0-0 6-0-06-0-0 , 1 2 i3 4 5 0o-1 " 4-4 ----------IJMD CASE #1 MIIN IDAM ---------------- Dir L.Plf L.Loo R.Plf R.Lrc IWIL 'IC Vert 60.0 - 0- 0- 0 60.0 12- 0- 0 .53 BC Vett 10.0 0- 0-0 10.0 12- 0- 0 .00 Type... Lhe X.Inc LLt/'IL SIIHG1" by'rl'I. The Truss Plate Institute ('1'111) Is located at M3 W011ofriu Drive, Madison, Wisconsin 53719. The American Noresl and 19tper BC Vett 283.5 6- 0- 0 1.00 TOTAL 40.0 pef BC Vert 336.7 6- 0- 0 .00 2-0-0 620# 4 ; 2-0-0 ; 12-0-0 , 6 7 8 9 10 3-4-14 2-7-2 2-7-2 3-4-14 3-4-14 7 6-0-0 8-7-2 12-0-0 EXPIRES P C Truswal Systeme Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per J 769 hou � :M00 6/11/98 Scales 5/16" - 1' Report. ® BARR LUMBER WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor.TBFt This design is for an individual building component. It has been based out specifications provided by the component manufacturer and done m accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verifted by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on this design meet or exceed the loading Imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor 28.0 Chk: BO 1 Dsgnr: BO #LC - 0 WO: 536 Customer Name: CHEROKEE TC Live 16.0 ps f DurFacs. L=1.25 P=1.25 ® YlICCB Valley sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 14:0 e f P Re Mbr Bnd 1.00 P (RFL) content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following BC Live .0 pef O.C. Spacing 2- 0- 0 TRUMAL SYS Ellis 4445 Northpark Dr., Colo Spring:, CO 50907 standards: 'TRUSCOM MANUAL', by Truswal, 'QUA1.rrY CONTROL STANDARD FOR mETAL PIATF CONNECI'IiD WOOD TRUSSES' - a 7 t t (QST -NK), 'IIANDLINO INSTALLING AND OkACIN(1 MC'rAL I'IA'I'I. CONNIC'I'I'sD WOOD - (11111•)1) and 'lllh•)I SI IMMAkY BC Dead 10.0 sf P Desi Spec UBC Design SIIHG1" by'rl'I. The Truss Plate Institute ('1'111) Is located at M3 W011ofriu Drive, Madison, Wisconsin 53719. The American Noresl and 19tper De -f. CYiteria: 11240 TpS. 0 Version 01.12.98 lAssociation (AFI'A) is located at 1250 Connecticul Ave, NW, Stc 2tMt, Washington, DC M136. TOTAL 40.0 pef ob Name: SAME �• EM ''X -IOC REACT SIZE FEQ'D 'IUP CHM 1 0- 2-12 640 5.50" 1.50" BOr CKM 2 11- 9- 4 640 5.50" 1.50" FEB TIC FL%E AXE, BND CSI Chk: BO 1 -847 .01 .24 .25 2 -847 .01 .24 .25 Dog=: Ba #Lem 0 BC FCRCE AXL,'' BUD CSI BARR LUMBER 1 760 .11.' .17 .28 2 760 .1-1 .17 .28 . FES I= CSI ItiEB FCFX£ CSI 2-5 163 .14 ® Yucca Valley MAX ro. E :I710T (tit) ' TC Dead 14.0 psf 1,/999 1241.04.5-6 (LIVE) (RFL) ' LF -.02" D= -.03" T`= -.05" BC Live .0 psf = Jcirt Iocatime = TRUSWAL SYSf I.,,, 4445 NonbNA Ur., Colo Springs, CO 80907 1 0- 0- 0 4 0- 0- 0 BC Dead 1 10.0 of P 2 6- 0- 0 5 6- 0- 0 3 12- 0- 0 6 12- 0- 0 2x4 FL #1 2x4 FL #1 2x4 FL UITLrIY Trr'uss f6: F 1 Q PLATE VALLES PER I(B0 FOSEARCH REFaZr #1607. PLATS BASED (N GEEK LLVISER \KISS. 6-0-(— � 6-0-0 '6-0-0 12-0-0 6-0-0 6-0-0 r 1 (2 3 4. �'UO _4 00, 4-4 2-0-0 , 12-I1-0 4 5 6 i 6-04 6-0-0 6-0-0 12-0-0 EXPIRES NE 30, 1999 7$g M \1P. 0411L 11. I \4/%1 /98 Scale: 5/16" 1' Truswal Systeme Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Joint Report. WARNING Rend all notes on this street and give a copy of it to the Erecting Contractor. TBFt 22.7 WO: 536 This design is for an individual building component. It has been based on specifications provided by the component manufacturer and dune in Chk: BO Customer Name: accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Dog=: Ba #Lem 0 CHSROIDE BARR LUMBER verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on design the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor this meet or exceed TC Litre 16.0 pe f DurFacs L=1.25 P=1.25 ® Yucca Valley sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown Is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 14.0 psf Rep Mbr Bnd 1.15 (RFL) content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following BC Live .0 psf O.C. Spacing 2- 0- 0 TRUSWAL SYSf I.,,, 4445 NonbNA Ur., Colo Springs, CO 80907 standards: 'TRUSCOM MANUAL', by Truswal, 'QUALITY CONTROL. STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - r 7 (QS'f•88), 'IIANULINO INSTALLING AND BRACING METAI,1'IA'fl. CONNIiCFLD WOOD'I'Rl1SSES' - (IIIB-9Q and'IIIB-91 SUMMARY BC Dead 1 10.0 of P Desi S ec UBC gA � P , SIIRET' by TI'I. The Truss Plate Institute (rpi) is located at 589 D'Onofrio Drive, Madison, Wisconsin 53719. The American Roresl and laper Def. (Yiteria: 111240 Tp5.0 Version 01.12.98 Association (AF -PA) Is located at 1230 Connecticut Ave, NW, Ste 21X), Washington, DC 2(X)16. TOTAL 40.0 psf ob Name: SAME Blc 'X -IOC RE71CT SIZE RB2'D 'IDP aCM 2x4 FL #1 1 0- 2-12 4277 5.50" 1.52 BOT CH30 2.6 FL #2 2 11- 9- 4 4277 5.50" 1.52" F!EB 2x9 FL UrILI Y 2x4 FL S'IAMIND 7-3 TC FCRE AXL Hm CSI 3 -PLS! Nail w/lod coal 1, stated (=-97 1 -7617 .06 .39 .45 Sect. 12) in: TC- 2�ft BC- A//ft WEBS- 2/ft 2 -7080 .05 .04 .09 Nail in layers or rxvn each face, 3 _-7080 .05 .04 .09 r7F AL1f0��`Q 4 -7617 .06,'' .39 .45 6-0-0 12-0-0- BC"FCEC£ AXL HO CSI 1 7299 .32 .51 .83 2 7299 .32 .51. .83 6/11/98 F3B FCPCE CSI FEB I. CSI e 2-7 -661 .04 4-7 -661 .04 3-7 4329::.59 i Truswal Systeme Plates are 20 ga. unless shown by 1118"(18 ga.) or "H"(16 ga.), positioned per Joint Report. WARNING /tend all notes on this sheet and give a'copy of it to the. Erecting Contractor. W999 INIVEM 7-8 (LIVE) WO: 536 IF -.05" D= -.•08" 7` -.I3" This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done hi - Join Locations - Cuetcaner Name: 1 0-0-0 5 12-0-0 accordance with the current versions of TPI and APPA design sandards. No responsibility is assumed for dimensional accuracy. Dimensions are to be 2 3- 7-14 6 0- 0- 0 #LC = 0 CHEROKEE 3 6-0-0 7 6-0-0 BARR LUMBER verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on loading imposed by the local building code. H, is assumed that the top chord is laterally braced by the roof or floor '':Truss ID: F2 - - -Qty: PUPCIE VALLES PER ICHO R29EARCH RE[CIZP #1607. Penimtent bracing ze regiiYea (by otters) to prevent rctatiat/topp See HIB -91 and A I/'IPI 1-1995; 10.3.4.5 aryl 10.3.4.6. PLATIN BAsm IN C};EEN ILNEER VAILES. Drwff: UCM I UZU6 TU1 / ---LOAD CAM #1 IESIIN ICIALS ---------------- Dir L. PH L.Lcc R.Plf R.Lx UvgL TC: Vett 60.0 0- 0- 0, 60.0 12- 0- 0 .53 BC Vest • 626.1 0- 0- 0 626.1 12- 0- 0 .45 4 8- 4- 2 8 12- 0- 0 q2 2 4 2 3-7-14 T 2-3-15 T10-3-15 - 3-7-14 6-0-0 8-4-2 12-0-0 6-0-0 1 6-0-0 { 3 -FLYS r 1 2 3 4 5 `REQUIRED fq,00 4-4 E IR S JUNE 30, 1999 2-11-11 O I0-3-1 SHIPF, 1).,1 1 � m 2-0-0 t 2-11-11 12-0-0 � 6 7 l 6-0-0 6-0-0 r7F AL1f0��`Q 6-0-0 12-0-0- 6/11/98 Scales 5/16" = 1' Truswal Systeme Plates are 20 ga. unless shown by 1118"(18 ga.) or "H"(16 ga.), positioned per Joint Report. WARNING /tend all notes on this sheet and give a'copy of it to the. Erecting Contractor. T'BF: 30.7 WO: 536 This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done hi Chk: 130 Cuetcaner Name: accordance with the current versions of TPI and APPA design sandards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Degnr: BG! #LC = 0 CHEROKEE BARR LUMBER verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on loading imposed by the local building code. H, is assumed that the top chord is laterally braced by the roof or floor 16.0 DurFaee L=1.25 P=1.25 ®(RFL) alley this design mat or exceed the sheathing and the bottom chord is laterally brand by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Live TC Dead pef 14.0 psi P Re Mir Brid 1.15 P content or the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the follnwing BC Live .0 pef O.C. Spacing 2- 0- 0 TRUMAL SYSTPMS 4445 Nonbparl Dr., Colo Springs, CO 80907 standards: 'TRUSCOM MANUAL', by Truswal, 'QUALITY CONTROL:.'TANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - } + , (QS'f-ttti), 'IIANDLING INS'fALLINO AND BRACING METAL I'IA'fl, CONNECfLD WOOD 'fRl1SS1'sS' • (IIIISJI) and'IIIII.91 SUMMARY BC Dead' 10.0 9f P Desi ec UBC Design,Spec S1113131" by Till. The Truss Plate Institute (ITI) Is located at 593 D'Onofrio Drivc, Madison, Wisconsin 53719. The American Forest and Taper Def. Criteria: L/240 Tp5.0 Version 01.12 .98 Association (.V'I'A) is located at 1250 Connecticut Ave, NW, Ste 2(X), washingtoir, 1)(.2(X)36. TOTAL 40.0 pef r = = = = r r ob Name: SAME Em 'X -ICC REACT SIZE FCEQ'D TOP aCIRD 2x4 FL #1 1 0- 2-12 828 5.50" 1.50" ECT ¢LFI) 2x4 FL #1 2 12- 3- 4 828 5.50" 1.50" 4EB 2x4 FL Urnm vu 115.6 CSI 4EB F>E PLATING BASED Q9 GEEN LIMBER VAIILS. Tc FiT2CE AXL END CSI 4-7 -201 .05 1 -1496 .02 -.08 .10 .00 h�yyppee Tc 1%st 2 -1292 .02 .11 .12 support of components members only reduce placed content of the wood exceed 19% and/or cause connector plate corrasion. Fabricate, handle, install and brace this truss in accordance with the following Tc Vert 3 -1292 .02,, .11 .12 standards: 'TRUSCOM MANUAL', by Truswal, 'QUALITY CONTROLSTANDARD FOR METAL PLATO CONNEcrED WOOD TRUSSES' - Tc Vert 4 -1496 .02'. .08 .10 'HANDLING INSTALLINO AND BRACING METAL. PLATF CONNECfED WOOD TRUSSES' - (111B-91) and 'l llli-91 SUMMARY TC Vert BC FCI2CE ----- ----LOAD CASE #1 IESIIN AXb END CSI Dir 1 1392 .21 .09 .30 Tc Vert 2 1392 .21 .09 .30 Tc Vert vu 115.6 CSI 4EB F>E CSI 2-7 -201 .05 4-7 -201 .05 3-7 251 22 .00 h�yyppee Tc 1%st Truss ID: G Qty: ELATE VA M PfR ICPO FEM%R I -I REPMT #1607. I; x mrzi't bracing is reg 'guyed (by cthei-s) to rvatratiWtcFp See HM -91 and nt I/IPI 1-1995; 10.3.4.5 and 10.3.4.6. MX MIITPICN (span) ' 1,/999 IN PEM 6-7 (LIVE) IF -.03" D= -.04" T-- -.07" Joint Tx t-jrns = 1 0- 0- 0 5 12- 6- 0 2 3- 6- 6 6 0- 0- 0 3 6- 3- 0 7 6- 3- 01$)//. 159# 4 8-11-10 8 12- 6- 0 3-63-6 2-8-10 0 2-8-10 3-6-6 3-6-6 6-3-0 8-11-10 12-6-0 6-0-0 6-6-0 1 2 t3 4 5 r 4.00 -4.00 T 2-3-15 T10-3-15 4-4 1 Drwg: GU9S 16ZU6 /-U 1 tf ----- ----LOAD CASE #1 IESIIN I= ---------------- Scale: 9/32" 1' Report. Dir L.Plf L.Icc R.Plf R:Lcc ILV41L Tc Vert '60.0 0- 0- 0 60.0 6- 0- 0 .53 Tc Vert 115.6 6- 0- 0 115.6 6- 6- 0 .53 Tc Vert 60.0 6- 6- 0 60.0 12- 6- 0 .53 BC Vert 19.3 0- 0- 0 19.3 12- 6- 0 .00 h�yyppee Tc 1%st Ike X.Lcc 84.7 6- 0- 0 L14em 1.00 L) support of components members only reduce placed content of the wood exceed 19% and/or cause connector plate corrasion. Fabricate, handle, install and brace this truss in accordance with the following Tc Vert 74.1 6- 0-,0 .00 TRUSWAL SYSiEAIS standards: 'TRUSCOM MANUAL', by Truswal, 'QUALITY CONTROLSTANDARD FOR METAL PLATO CONNEcrED WOOD TRUSSES' - Tc Vert 84.7 6- 6- 0 1.00 aaas Nonbpark Dr., Colo spring, CO 80907(QST-88), 'HANDLING INSTALLINO AND BRACING METAL. PLATF CONNECfED WOOD TRUSSES' - (111B-91) and 'l llli-91 SUMMARY TC Vert 74.1 6- 6- 0 .00 SHEET' by ,mi. The Tnnss Plate Institute (rpi) is loaned at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper t -----t 2- - t 12-6-0 1 6 7 8 6-340 6-3-0, .6-3-0 12-6-0 EXPIRES U . 30, 1999 FESsj��q . 69 F \P rA 1FOR� 6/11/98 Scale: 9/32" 1' Report. Truswal Systeme Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Joi t WARNING Rend all notes on this sheet and give a copy of it to the Erecting Contractor, TBF: 28.0 WO: 536 ® This design is for an individual building component. It has been based on specifications provided by the component m nufacturer and done in Chk: BG Custtnter Name t accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Dsgnr: BO #LC v 0 CB'EROICEE BARR LUMBER verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor allCy ®(RF this design meet or exceed the sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral to buckling length. This component shall not be in any environment that will cause the moisture TC Live 16.0 pef TC Dead 14.0 pef DurFace L=1.25 P=1.25 Rep Nbr Bnd 1.00 L) support of components members only reduce placed content of the wood exceed 19% and/or cause connector plate corrasion. Fabricate, handle, install and brace this truss in accordance with the following BC Live .0 pef O.C. Spacing 2- 0- 0 TRUSWAL SYSiEAIS standards: 'TRUSCOM MANUAL', by Truswal, 'QUALITY CONTROLSTANDARD FOR METAL PLATO CONNEcrED WOOD TRUSSES' - aaas Nonbpark Dr., Colo spring, CO 80907(QST-88), 'HANDLING INSTALLINO AND BRACING METAL. PLATF CONNECfED WOOD TRUSSES' - (111B-91) and 'l llli-91 SUMMARY BC Dead 10.0 pef Design Spec UBC SHEET' by ,mi. The Tnnss Plate Institute (rpi) is loaned at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper De -f. (Yiteria: It290 Tp5.0 Version 01.12.98 Association (APPA) is located at 1250 Connecticut Ave; NW, Ste 2W, Washington, DC 2On36. TOTAL 40.0 pef ob Name: SAME BFU 'X -LCC RUCT SIZE REQ'D 'IOP QM 1 0- 2-32 660 5.50" 1.50" BOr CHM 2 12- 3- 4 660 5.50" 1.50" VEB TC FCRCE AM RU CSI ® 1 -1025 01 .07 .08 'Qk: Bp 2 -789 01 .07 .08 3 -789 01 .07 .08 Degnr s BCS #LC = 0 4 -1025 .01,- .07 .08 BARB LUMBER BC F= At4. 11ND CSI 1 950 .14 .'.09 .23 2 950 .14 .09 .23 TC Live; 16.0 paf 41EB FCFZCE CSI vm FCFr-E CSI 2-7 -241 .06 4-7 -241 .06 3-7 294 :26 Rep Mbr'Bnri 1.15 WX EE nF1:I7CN content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following W999 IN XE14 7-8 (LIVE) O.C. Spacing 2- 0- 0 Lr- -.02" D= -.03" 7- -.05" standards: 'TRUSCOM MANUAL'. by Truswal, 'QUALITY CONTROL- STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - (QST -88), 'l1ANDl_INO INSTAL -LINO AND ISRACINO ME'fAt. I'IA'I'E CONNECTED WOOD TRUSSES' - (IIIiI.9p and 'ILIIL-91 SUMMARY - Join T� t-icrs - Design Spec UBC 1 0-0-0 5 I2-6-0 SIIEET' by TPI. The Truss Plate Institute (TPI) is located at SKI D'Onufrio Drive, Madison, Wisconsin 53719. The American Forest and falter 2 3- 6- 6 6 0- 0- 0 Def. CYiteria: 14/240 3 6- 3- 0 7 6- 3- 0 Association (APPA) is located at 12501 Connecticut Ave, NW, Ste 2110, Washington, DC 2(X):16. 4 8-I1-10 8 12- 6- 0 russ G 1 Q 2x4 FL #1 PUfIE VAUE•S FM I®0 REFI RERIZP #1607. 2x4 FL #1 F PUM BASED CN G EFN LMER VALLES. 2x4 FL UrII.m T 2-4-15 T10-3-15 3-6-6 .2-8-10 2-8-10 3-6-6 ' 3-6-6 6-3-0 8-11-10 12-6-0 6-3-0 6-3-0 1 1 2 '3 4 5 00 s _q o 2-04)2-0-0 0 r --a Q -i r 6 7 8 6-3-0 6-3-0 6-3-0 12-6-0 T'. 3-0.11 EXPIRES J 10-3-l� SHIP �o QRt 5 V i' N. 30, 1999. E :67TT/98 Scale: 9/32" 1' Truswal Systems Plates are 20 ga. unless shown by "18"(18 gat) or "H"(16 ga.), positioned per Joi Report. WARNING Read all notes on this sheet and give a cow of it to the Erecting Contractor. TBF: 28.0 WO: 536 ® This design is for an individual building component. It las been based on specifications provided by the component manufacturer and done in 'Qk: Bp Cuetemer Name: accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Degnr s BCS #LC = 0 CSEROICEEE BARB LUMBER verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized un design the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor 1hlrFaee L=1.25 P=1.25 this meet or exceed sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral TC Live; 16.0 paf . ® YUCCiI Valley support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 14.0 pef Rep Mbr'Bnri 1.15 (RFL) content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following BC Live .0 pef O.C. Spacing 2- 0- 0 TRUSWAL SYSTEMS 4445 Northpark, Dr.. Colo Springs. CO 80907' standards: 'TRUSCOM MANUAL'. by Truswal, 'QUALITY CONTROL- STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - (QST -88), 'l1ANDl_INO INSTAL -LINO AND ISRACINO ME'fAt. I'IA'I'E CONNECTED WOOD TRUSSES' - (IIIiI.9p and 'ILIIL-91 SUMMARY BC Dead 10.0 pef Design Spec UBC SIIEET' by TPI. The Truss Plate Institute (TPI) is located at SKI D'Onufrio Drive, Madison, Wisconsin 53719. The American Forest and falter Def. CYiteria: 14/240 Tp5.0 Version 01.12.98 Association (APPA) is located at 12501 Connecticut Ave, NW, Ste 2110, Washington, DC 2(X):16. TOTAL 40.0 pe f ob Name: SAME ' ,WX-LOC M11T SIZE R111'D 1 0- 2-12 997 5.50" 1.50" 2 14- 9- 4 997 5.50"- 1.50" TCFQX£ AXL EUD CSI 60.0 0- 0- 0 1 -1950 .03 .11 .15 6- 0- 0 2 -1811 .03 .09 .12 TC Vert 3 -1703 .03 .18 .21 115.6 4 -1808 .03; .09 .12 ,.53 5 -1949 .03.' .11 .15 60.0 9- 0- 0 BC FMM AXL lM CSI 15- 0- 0 1 1816 .27 .11 .38 BC Vert 2 1817 .27 .11 .38 19.3 3 1696 .26 .03 .28 .00 4 1816 .27 .11 .38 lbs X.LCc 5 1816 .27 .11 .38 WEB FCIRCE GSI WEB F CSI 2-8 -5 .00 4-10 129 .11 2-9 -125 .03 5-10 -226 .03 3-9 129 .11, 5-11 -5 .00 3-10 7 .01' '74.1 6- 0- 0 hWX IfF1F2:.1'IC4 (q3m) 14/999 IN ME14 9-10 (LSVE) TC Vert Lr -.04" D= -.06" T` -.11" 1.00 = Join Locatirne = 1 0-0-0 7 0-0-0 2 3- 4-14 8 3- 4-14 74.1 9- 0- 0 3 6-0-0 9 6=0-0 4 9-0-0 10 9-0-0 5 11- 7- 2 11 11- 7- 2 6 15- 0- 0 12 15- 0- 0 TDP aim 2x4 FL #1 BOP CHZM 2x4 FL #1 WEB 2x4 FL UPILPIY PlIAT IM BASED IN a;EE4 uP EER VA=. PLATE VAUES ISR I®0 RESUi'CH REECXP #1607. 13ainage neat be pra✓idad to avoid I�snwiatt brace is (by sera) to M-1 See HIB -91 arra AA[[5VIPI 1-1995; 10.3.4.5 aryl 10.3.4.6. 159# 159# 3-4-14 J 2-7-2 , 3-0-0 .�, 2-7-2 , 3-4-14 i 3-4-14 6-0-0 9-0-0 11-7-2 15-0-1) 6-0-0 i i-0-(► , 6-0-0 1 2 3 4 5 6 F4.00 -4.001 15-0-0 7 8 ••9 10 11 12 3-4-14- 2-72-7 2 3-0-0 2-7-2 3-4-14 3-4-14 6-0-0 9-0-0 11-7-2 15-0-0 ---LCAD CASE #1 IESIIN LCAES ---------------- Dir L.Plf L.Loc R.Plf R.Lcc LLf1L TC Vert 60.0 0- 0- 0 60.0 6- 0- 0 .53 TC Vert 115.6 6- 0- 0 115.6 9- 0- 0 ,.53 TC Vert 60.0 9- 0- 0 60.0 15- 0- 0 .53 BC Vert 19.3 0- 0- 0 19.3 15- 0- 0 .00 Type... lbs X.LCc UltlL TC Vert 84.7 6- 0- 0 1.00 TC Vert '74.1 6- 0- 0 .00 TC Vert 84.7 9- 0- 0 1.00 TC Vert 74.1 9- 0- 0 .00 T; 2-11-11 TO -3- l SHIP EXPIHE�'JUNE!30, 1999 Truawal Systeme Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per 69 /VI f IN,�Q 8 Scale: 1/4" 1' Report. ® BARR LUMBER WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain (hat the loads utilized on this design meet or exceed the leading imposed by the local building code. 1( is assumed that the top chord is laterally braced by the roof or floor TBF: 36.7 Chk . BG I Dsgnr: HO #LC = 0 WO: 536 Customer Name: CBEROI�E TC Live 16.0 ps f DurFacs L=1.25 P=1.25 alley ®(RF sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. 'rhis component shall not be placed in any environment that will cause the moisture TC Dead 14.0 pef Rep Mbr Bnd 1.00 L) content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss or accordance with the following BC Live .0 pef O.C.Spaeing 2- 0- 0 TRUSWAL SYSTEMS 4445 Nonbpark Dr., Colo Spriogs, CO 60907 standards: 'TRUSCOM MANUAL', by'rruswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - 3 r,•' - (Qs -RR), 'l1AND1.ING INS'fA1.IJNO AND IIRACINO METAL I'IA'1'1 CONNECTED WOOD'fKIJSSI 5 (IIIII.91) and '11111.91 SUMMARY BC Dead 10.0 of P Desi Spec UBC 9n SIIEE'r' by'rpi. 'rhe,rruss Plate Institute (rl'I) is huc:dcd a( SO D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Def. Criteria: 14/240 TpS. 0 Version 01.12.98 Association (AITI'A) is loc:ued it 1250 Connecticut Ave, NW, Ste 200. Washington, DC 2W-16. TOTAL 1 40.0 pef ob dame: SAME 13G X -IOC REAcr SIZE RM'D 'IDP CH3;D 1 0- 2-12 ' 760 5.50" 1.50" BOr CHM 2 14- 9- 4 760 5.50" 1.50" FSB 7C FMCE AM HT) GSI 1 -3274 .02 .10 , .11 2 -967 .01 .09 .10 6 7 K 3 -967 .01.. .09 .10 4 -1274 .02'. .10 .11 BC FSE AXL END CSI 1 1183 ..18 .14 .32 2 1183 .18 .14 .32 yn FCRCE CSI 41® FURCE CSI 2-7 -317 .09 4-7 -317 .09 3-7 372 .32 MAX DE:T.F> CN (span) LV999 IN ME114 7-8 (LIVE) L. -.03" D= -.05" T= positioned per Joint Report. - Jcdxt Tx t-icns = WARNING Read all notes on this.sheet and give a,eopy of it to the Erecting Contractor. 1 0- 0- 0 5 15- 0- 0 WO: 536 2 4- 1-14 6 0- 0- 0 This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in 3 7-6-0 7 7-6-0 Customer. Name: 4 10-10- 2 8 15- 0- 0 accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Truss ID: H 1 Qty: 2x4 FL #1 PLATE VAILES FER ICED RESEUKH ISP #1607. 2x4 FL #1 FLATM BASS CTI GWEN IIM ER VAILES. 2x4 FL UrILrry 4-1-14 3-4-2 3-4-2 4-1-14 4-1-14 9-6-0 10-10-2 15-0-0 1-6-07-6-0 r l 2 t3 4 5 r 4.00 -a.001 4-4 M M 1 Drwiv EXPIRE 0, 9999 �O Q OF SSIp�,�! � � m 2 - 2, ��� Gg 15-0-0 6 7 K 7---6-0 i 7-6-11-t ! U I 1 ..7.6.0' 15-0-0 Scales 1/4" a 1' Truswal Systeme Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Joint Report. WARNING Read all notes on this.sheet and give a,eopy of it to the Erecting Contractor. TBFt 34.0 WO: 536 This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in Chk t BO Customer. Name: accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Degnr s BG #LC - 0 CHEROKEE BARB LUMBER verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code.-h:is assumed that the top chord is laterally braced by the roof or floor TC Live 16.0 pef DurFacs . L=1.25 P=1.25 Yuccaalley ® sheathing and the bottom chord is laterally braced by a rigid sheathing nnateiial directly attached, unless otherwise noted. Bracing shown is for latent support of components members only to reduce buckling'length. 'this component shall not be placed in any environment flat will cause the moisture TC Dead 14.0 of P Re Mr Bed 1.15 P (RFL) content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following BC Live .0 pef O.C. Spacing 2- 0- 0 TRUSWAL SYSI'E61S 44i5 Nonhpark Ur.. Colo Springs. CO 80907 standards: 'TRUSCOM MANUAI: , by Truswal, 'QUALITY CONTROI, STANDARD FOR MfiTAI, I'LATP CONNFC`rE+D WOOD TRUSSES' - (tandartt), 'ilAND1.ING INSTALLING by AND BRACING rY CON IIIATH rA NNI:CI'I?D WOOD'I'RUSSfiS' - (11111-91) and '1110-91 SUMMARY t t HC Dead 10.0 9£ P - Desi Spec UBC Design SIIFEr by TI'1. The'rruss flue Institute (1111) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Deaf. Criteria: teria: Lt/240 Tp5.0 Version 01.12.98 A.ssnclition (AFI'A) is looted at 1250 Connecticut Ave,.NW, Ste 200, Washington, DC 2tp36. ITOTAL 40.0 pef ob Name; SAME TYPICAL PLATT: : 1-3 .:truss iv: qty; THIS rESICN IS ITE CU4 SPIE RESMT OF FULTIFTE MAD GaSES. -'.M= VAUES FFR ICBG RfiM*KH REkiRr #1607. Loaded for 10 FSF rm-corianxer t BSI,. Gable blocks are 2x 4 Q 16.0 ilri-fee o.c. < AMMMAL I -CAD CCMB:EPATICNS MY BE > < TZFTUITED IF SHDJHM IS ATTACHED 70 > < 711E FACE. LCAM KBT BE VERIFIED! > ��yy use adequate staples fdr gable blocks. Cable blocks nay, lateral bracing dao to wind applt to the face. See Twelalsted gable bracing dkail(s). Lateral 1=je line with the d=d. leave oat been considered unless noted ctivswise. 'Thew loads arra their mTnectians are the ieqxinsibility of the building designer. 4-10-14, 4-1-2 4-1-2 4-1014 4-10-14 9-0-0 13-1-2 18-0-0 9-0-09-04) 1 2 t3 4 5 F4, Op _4,001 4-4 2-0-0 t 6 Truswal Systems Plates are 20 ga... 7 9 -n -o �9o0 6/11/98 = Scales 7/32" - 1' shown by 1118"(18 ga.) or "H"(16 ga.), positioned per Joint Report. 941-0 18-0-0 2-0-0 , 941-0 - )- EXPIRES UN. ' 30, 199 , f S/041 HFr; ' 'X -LOC MCI` SIZE REQ'D 'IDP CFM 2x4 FL #1 Chk: BG 1 0- 1-12 880 3.50" 1.50" BOT aCM 2x4 FL #1 TC Live 16.0 pef 2 17-10- 4 880 3.50" 1.50" FEB 2x4 FL Urf= d�(C} ®(RF C4B1E ELK 2x4 FL UrfLXIY L) TC FIDE AXL HID CSI BC Live .0 pef FLATIING SAM) CN GREEN III'18ER VAILLS. TRUSWAL SYST8b1S 4445 Nonbpark Dr., Colo Springs, CO 80907 1 -1612 .03 .18 .21 BC Dead 10.0 of P Desi Spec UBC Design SI EI'T' by TI'l. The Ttnss I'L•ue Institute ('I'I'I) is located at Sita D'Onofrio Drive, Madison, Wisconsin 51719. 'I'hc Amerism Puresi and i . 2 -1203 .01 .16 .17 5 0 Version 01 12 98 Connecticut AveAve,rNW, Ste'!01), Washington, DC 21M)36. Association (AFI'A) is located at 1250sh 1 TOTAL 40.0 pef 3 -1203 .01 .16 .17 4 -1612 .03.,,. .18 .21 BC ME AM EM CSI 1 1,503 .23 .25 .47 2 3.503 .23 .25 .47 FEB FCRrE CSI FEB FDRCE CSI 2-7 -427 .17 4-7 -427 .17 3-7 485 .42 MX rFFitY-rrCN (span) 14/999 IN M 6-7 (LIVE) I.c -.06" D= -.10" T-- -.16" - Joint Tr t -tans - 1 0-0-0 5 18-0-0 ' 2 4-10-14 6 0- 0- 0 3 9- 0- 0 7 9- 0- 0 4 13- 1- 2 8 18- 0- 0 TYPICAL PLATT: : 1-3 .:truss iv: qty; THIS rESICN IS ITE CU4 SPIE RESMT OF FULTIFTE MAD GaSES. -'.M= VAUES FFR ICBG RfiM*KH REkiRr #1607. Loaded for 10 FSF rm-corianxer t BSI,. Gable blocks are 2x 4 Q 16.0 ilri-fee o.c. < AMMMAL I -CAD CCMB:EPATICNS MY BE > < TZFTUITED IF SHDJHM IS ATTACHED 70 > < 711E FACE. LCAM KBT BE VERIFIED! > ��yy use adequate staples fdr gable blocks. Cable blocks nay, lateral bracing dao to wind applt to the face. See Twelalsted gable bracing dkail(s). Lateral 1=je line with the d=d. leave oat been considered unless noted ctivswise. 'Thew loads arra their mTnectians are the ieqxinsibility of the building designer. 4-10-14, 4-1-2 4-1-2 4-1014 4-10-14 9-0-0 13-1-2 18-0-0 9-0-09-04) 1 2 t3 4 5 F4, Op _4,001 4-4 2-0-0 t 6 Truswal Systems Plates are 20 ga... 7 9 -n -o �9o0 6/11/98 = Scales 7/32" - 1' shown by 1118"(18 ga.) or "H"(16 ga.), positioned per Joint Report. 941-0 18-0-0 2-0-0 , 941-0 - )- EXPIRES UN. ' 30, 199 , f S/041 WARNING Rend all notes on this sheet and give a cow of it to the Erecting Contractor. TBF: 47.3 WO: 536 ® This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in Chk: BG Customer Name: accordance with the current versions of TPI and APPA design standards. No, responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on Dognr t BG #LC - 2 CHEROKEE TC Live 16.0 pef DurFacs L=1.25 P=1.25 BARB LUMBER this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is Literally braced by the roof or floor sheathing and the bonom chord is laterally braced by a rigid sheathing nreuerLd directly attached, unless otherwise noted. Bracing shown is for Literal d�(C} ®(RF support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 14.0 e f P Re Mbr Sid 1.15 P L) content of the wood exceed 1990 and/or cause connector plate corrosion. rabricaie, luudle, install and brace this truss in accordance with the following BC Live .0 pef O.C. Spacing 2- 0- 0 TRUSWAL SYST8b1S 4445 Nonbpark Dr., Colo Springs, CO 80907 standards: 'TRIISCOM MANUAL', by Truswal, 'QUAI.I'rY CONTROI-WrANDARD FOR mirrAI. PLATO CONNECTED WOOD TRUSSPS' - � 7 - 7 (QST -910, 'iIANDLINO INSTALLING AND IIRACINO MC'1'AI.I'LA'fl CCINNI (fl D WOOD'fRl1SSf?S' - (1118-9q mnd'Ilill-91 SUMMARY BC Dead 10.0 of P Desi Spec UBC Design SI EI'T' by TI'l. The Ttnss I'L•ue Institute ('I'I'I) is located at Sita D'Onofrio Drive, Madison, Wisconsin 51719. 'I'hc Amerism Puresi and i . Caper Ikf. dteria: LV240 5 0 Version 01 12 98 Connecticut AveAve,rNW, Ste'!01), Washington, DC 21M)36. Association (AFI'A) is located at 1250sh 1 TOTAL 40.0 pef job Name: SAME IfFIF1=TTQ4 /092" o lr Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Joi Report. �-IOC REACT SIZE RQQ'D TCP C}:IRD 2x4 FL #1 1 ' 0- 1-12 880 3.50" 1.50" BOr CHJM 2x4 FL #1 2 17-10- 4 880 3.50" 1.50" VEB 2x4 FL UrILPIY accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Degnr t BG #LC 2 PLAXDn BALD IN C EEN 11MER VALLIS TC FCS AXI, 90 CSI verifted by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the leads utilized on design the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor 1 -1612 .03 .18 .21 ® Yucca Valley this meet or exceed sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture 2 -1203 .01 .16 .17 DurFacs L-1.25 P=1.25 Re Mbr Bnd 1.15 P (RFL) 3 -1203 .01 .16 .17 BC Live .0 ps f O.C. Spacing 2- 0- 0 4 -1612 .03,;' .18 .21 standards: 'TRUSCOM MANUAL', by Truswal, 'QUALI'T'Y CONTROL STANDARD FOR Mum. 1'LATB CONNFUrm) woof) TRUSSET - (QS'r-88), 'IIANDLINO INSTALLING AND BRACING METAL I'IATI? CONNI3CI'1?1) wool) TRUSSES' - (I1111-91) :rad '11111-91 SUMMARY BC Dead 10.0 psf SC KWE AXL 110 CSI SIICET' by'rPI. 'rhe Truss PUte Institute (I'll) is located at 58] D'Onufrio Drive, Madison, Wisconsin 53719. The Arnerium Forest and Paper 1 1503 .23 .25 .47 Tkf • CYitexia: 1,/240 Tp5.0 Version 01.12.98 2 1503 .23 .25 .47 TOTAL 40.0 ps f 6M FCRC£ CSI IVEB FCP,CE GSI 2-7 -427 .17 4-7 -427 .17 3-7 485 '.42 ( ) Truss ID: 11 Qty: 'IRIS rol(V IS THE COvIEWrIE RESILT CF I+LILTIPLE LC1AD Q'SES. PLATE VAUES FER ICBJ RE M%RaI REFCRr #1607. " Ind for 10 PSF rhrn-03Yxirrent HSL. L,1999 IN hFM 6-7 (LIVE) - Join Incations = 1 0- 0- 0 5 18- 0- 0 2 4-10-14 6 0- 0- 0 " 3 9- 0- 0 7 9- 0- 0 4 13- 1- 2 8 18- 0- 0 4-10-14--1 4-1-2•. 4-1-2 4-1014 , 4-10:14 9-0-0,-. 13-1-2 18-0-0 9-0-0 9-0-0 r 1 2 3 .4 5' f 4.00 -4,001 4-4 T1.5-3 1.5-3 3-3-15 3.5-4 3.5-4 T-0-3-15 2.5-6 2 0 0 1 1 t -0-0 I- Q2-, i 6 7 8 9-0-0 9-040 9-0-0 18-0-0 t q ?r7 s /092" o lr Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Joi Report. WARNING Rend all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 36.7 WO: 536 ® This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in Cbk: BO • Customer Name: accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Degnr t BG #LC 2 CBEROICEE BARB LUMBER verifted by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the leads utilized on design the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor ® Yucca Valley this meet or exceed sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC. Live 16.0 psf TC Dead 14.0 e f P DurFacs L-1.25 P=1.25 Re Mbr Bnd 1.15 P (RFL) canof the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this Intss in accordance with the following BC Live .0 ps f O.C. Spacing 2- 0- 0 TRUSWAL SYST8RIS 4445 Northpark Dr., Colo Springs. CO WW standards: 'TRUSCOM MANUAL', by Truswal, 'QUALI'T'Y CONTROL STANDARD FOR Mum. 1'LATB CONNFUrm) woof) TRUSSET - (QS'r-88), 'IIANDLINO INSTALLING AND BRACING METAL I'IATI? CONNI3CI'1?1) wool) TRUSSES' - (I1111-91) :rad '11111-91 SUMMARY BC Dead 10.0 psf Design Spec UBC SIICET' by'rPI. 'rhe Truss PUte Institute (I'll) is located at 58] D'Onufrio Drive, Madison, Wisconsin 53719. The Arnerium Forest and Paper Tkf • CYitexia: 1,/240 Tp5.0 Version 01.12.98 Association (AF -PA) is located at 12A) Connecticut Ave, MW, Ste 2(X), Washington, UC 2(X)36. TOTAL 40.0 ps f ob Name: SAME Em 'X -LDC RE ILT SIZE Fd 'D 1 0- 1-12 997 3.50" 1.50" 2 14-10- 4 997 3.50" 1.50" TC FCFCE AXL END CSI R.Plf 1 -2022 .04 .12 .16 LL/'IL 2 -1842 .03 .10 .13 60.0 0- 0- 0 3 -1773 .03 .08 6- 0- 0 ..05 4 -1773 .03-., .05 .08 TC Vert 5 -1842 .03 .10 .13 115.6 6 -2022 .04 .12 .16 .53 BC FC%£ AXL aU CSI 60.0 9- 0- 0 1 1888 .28 .10 .38 15- 0- 0 2 1887 .28 .10 .38 BC Vert 3 1721 .26 .03 .29 19.3 4 1721 .26 .03 .29 .00 5 1887 .28 .10 .38 ILS X.Lcc 6 1888 .28 .10 .38 1,M FLS CSI VM FCRCE CSI 2-9 7 .01 5-31 84 .07 2-10 -175 .04 5-12 150 .13 3-10 150 .13 6-32 -175 .04 3-11 84 .07 6-13 7 .01 4-31 -127 .02 m LgI.f ai (spari) ' TC Vert 1,1999 IN MI (LIVE) 1.00 Lr- -.04" D= -.07" T= -.11" = Join Tn t-irns = 74.1 9- 0- 0 1 0- 0- 0 8 0- 0- 0 2 3- 4-14 9 3- 4-14 3 6- 0- 0 10 6- 0- 0 4 7- 6- 0 11 7- 6- 0 5 9- 0- 0 12 9- 0- 0 6 11- 7- 2 13 11- 7- 2 7 15- 0- 0 14 15- 0- 0 BARR LUMBER ®(ucea alley TRUSWAL SYSTEMS 4445 Northpark Dr.. Colo Spring$. CO 60907 I Tp5.0 Version 01.12.98 'IDP CI-LIiD , 2x4 FL #1 BOT GERD 2x4 FL #1 � IOU 2x9 FL UITLITY PLATIN BASED CN G;EEN LU EER VA=. T 2-3-15 1 50-3-15 russ iu: K qty: KATE VA= PER ICB0 RE MM UI Ra' Rr #1607. Lhairoge must be provided to avoid Fa?rnmrsut bracing ie recxiued (bi' gess) to pprteevvcc���t rctatirn/tcpp ug. See HIB -91 a:Yi ATSI/'II'I 1-1995; 10.3.9.5 and 10.3.4.6. 159# 159# 3-4-14 2-7-2 3-0-0 2-7-2 3-4-14 3-4-14. 6-0-0 9-0-0 11-7-2 15-0-0 6-0-0 a .3.0.0 t 6-0-0 l 2 :.3 4 5 6 7 4.00 -4.00 5-10 I V■YY Is. V'%ff ff 40.0 ---I= CASE #1 LESIQ9 IOArS ---------------- TO -3- l SHIP Dir L.Plf L.Lnc R.Plf R.Lcc LL/'IL TC Vert ' 60.0 0- 0- 0 60.0 6- 0- 0 .53 TC Vert 115.6 6- 0- 0 115.6 9- 0- 0 .53 TC Vert 60.0 9- 0- 0 60.0 15- 0- 0 .53 BC Vert 19.3 0- 0- 0 19.3 15- 0- 0 .00 Type.... ILS X.Lcc U4/lm TC Vert 84.7 6- 0- 0 1.00 TC Vert 74.1 6- 0- 0 .00 TC Vert 84.7 9- 0- 0 1.00 7C Vert 74.1 9- 0- 0 .00 2-' 15-0-0� 8 9 10 11 12 13 14 3-4-14 , 2-72-7 3-0-0 2-7-2 3-43-4 3-4-14 6-0-0 9-0-0 11-7-2 15-0-0 T.� 40.0 2-11-11 Chk: BO TO -3- l SHIP EXPIR verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor TC Live 16.0 pef sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead; 14.0 pef content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following BC Live .0 pe f standards: 'TRUSCOM MANUAL', by Tnnswal, 'QUALITY CONTROL S'T'ANDARD FOR MI?'rAL 1'IATP CONNLCrf?D WOOD'rR(JSSI?S' - '11111-91 BC Dead 10:0 Truswal Systeme Plates are 20 ga, unless shown by "18"(18 ga.) or "FI"(16 ga.), positioned per WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor.TBF: 40.0 This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in Chk: BO accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Degnr: BO #LC = 0 verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor TC Live 16.0 pef sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead; 14.0 pef content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following BC Live .0 pe f standards: 'TRUSCOM MANUAL', by Tnnswal, 'QUALITY CONTROL S'T'ANDARD FOR MI?'rAL 1'IATP CONNLCrf?D WOOD'rR(JSSI?S' - '11111-91 BC Dead 10:0 (QST -8k), 'IIANDLINO INSTALLING AND BRACINO METAI, I'IATF CONNCCITI) WOOD TRUSSES' - (11111-91) and SUMMARY pef S1113131- by TI'I. The Tnuss Plate Institute (rpi) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Purest and Paper Association (AFPA) is heated at 1250 Connecticut Ave, NW, Ste 2(X), Washington, DC 2(X)36. TOTAL 40.0 pe f 9999 - /769 : 1/4" - 1' Report. jWOs:536 Cut cmer Name: CHEROKEE DurFacs L=1.25 P=1.25 Rep Mr Bnd 1.00 O.C.Spacing 2- 0- 0 Design Spec UBC D --f. Criteria: LV240 ob Name: SAME ERG X -LCC REACP SIZE R'QQ'D TOP MM 1 0- 1-12 760 3.50" 1.50" BOP QCM 2 14-10- 4 760 3.50" 1.50" {+EB TC FaKE AM ITZ GSI TBFs 34.0 1 -1312 .02 .12 .14 2 -991 01 .09 .10 This deign is for an individual building component. It has been based on specifications provided byy the component manufacturer and done N 3 -991 01 .09 .10 Customer Name: 4 -1312 .02,,' .12 .14 BC FUYE AXL aU CSI Degan s BO t #LC 0 1 1222 .18 .16 .34 2 1222 .18 .16 .34 verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on DAB FCRCE CSI 4EB FMM CSI 2-7 -335 .10 4-7 -335 .10 3-7 391 .34 Fqy)( r7=sTFrrr v (ter) sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the in 1/999 IN 1,24 7-8 (LIVE) Re tdbr Bnd 1.15 P Lr- -.04" D= -.05" T= -.09" Join Locaticns = BC Live 0 pe f 1 0- 0- 0 5 15- 0- 0 2 4- 1-14 6 0- 0- 0 standards: 'TRUSCOM MANUAL', by Truswal, 'QUALITY CONTROL. STANDARD FOR METAL PLATO CONNECTED WOOD TRUSSES' - 7 (QST -bio, 'IIANDLiNG INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (11111-91) and '1118.91 SUMMARY 3 7- 6- 0 7 7- 6- 0 Desi Spec UBC ga 4 10-10- 2 8 15- 0- 0 M ,Truss ID: KI QtY: 2x4 FL #1 PIA7E VALLES PFR IC80 RESEAmi FEEcZP #1607. 2x4 FL #1 'PLAMB, BUSSED IN ( EEN UMEER XIA=. 2x4 FL UPILrly „ T 2-9-15 T=0-3-15 4-1-14 3-4-2 3-4-2 4-1-14 4-1-14 7-6-0 10-10-2 15-0-0 7-6-07-6-0 1 2 13 4 5 _ -4,004.00, 4-4 Drwg: C t i 2-0-0 t 15-0-(1� 6 7 8 7-6-0 7-6-0 -t .7-6-0 15-0-0 y v, Scale: 1/4 o lr Truswal Systems Plates are 20 ga. un'le'ss shown by "18"(18 ga.) or "H"(16 ga.), positioned per Joint Report. t WARNING Read all notes on dfhi sliest and give a copy of it the Cresting Contractor. TBFs 34.0 WOs 536 This deign is for an individual building component. It has been based on specifications provided byy the component manufacturer and done N Ckilc s BG f Customer Name: accordance with the current versions of TPI and APPA design standards. No, responsibility is assumed for dimensional accuracy. Dimensions are to be Degan s BO t #LC 0 CBEROI�E verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on TC Live 16.0 pe f DurFaee L=1.25 P=1.25 BARR LUMBER this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor ®(RFL) alley sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the in TC Dead, 14.0 e f P Re tdbr Bnd 1.15 P ' content of the wood exceed 1990 and/or cause connector:plate corrosion. 17abricate, handle, install and brace this truss in accordance with the following BC Live 0 pe f O. C. Spacing 2 - 0- 0 TRUSVAL SYSTEMS 4445 Nonbp2rk Dr., Colo Springs, CO 80907 standards: 'TRUSCOM MANUAL', by Truswal, 'QUALITY CONTROL. STANDARD FOR METAL PLATO CONNECTED WOOD TRUSSES' - 7 (QST -bio, 'IIANDLiNG INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES'- (11111-91) and '1118.91 SUMMARY BC Dead' 10.0 e£ P Desi Spec UBC ga SIIEET' by Till. The Taus Plate Institute (TPI) is located at 5xi D'Onofrio Drive, Madison, Wisconsin 53719. The Amerism Forest and Paper Def, Criteria: 14/240 ,. Tp5.0 Version 01.12.98 Association (AF -PA) is Itrcated at 12.% Connecticut Ave, NW, Ste 20n, Washington, DC 211016, TOTAL 40.0 pef ob Name: SAME '0` Xi FOCI' SIZE BI?0-1 REp'D 'IOP t1 -I FV 2x4 FL #1 1 1207 3.50" -12 1.50" BOP ti -UW '2>6 FL #2 2 16- 4- 9 1207 3.50" R.Plf 4&B 2x4 FL Urn rIY I.4ML _1.50" PLATIN BASED CN GFRaN ILMEER VALES 7C FLRCE AXI, HID GSI 8- 0- 0 .53 1 -2630 .07 .21 .28 145.6 8- 0- 0 145.6 2 -2293 .05 .12 .17 .53 TC Vert 3 -2293 .05 .12 .17 60.0 16- 6- 0 4 -2630 .07." .21 .28 BC Vert 24.3 0- 0- 0 BC FORCE AXL BND CSI 16- 6- 0 .00 1 2474 .32 .21 .53 I.be X.Lx LLfIL 2 2474 .32 .21 .53 ' support of components members content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss ht accordance with the following TC Vett VM ECHOS CSI hE13 FLi2CB CSI TRUSWAL SY.WEINS 2-7 -357 .11 4-7 .-357 .11 154.0 8- 0- 0 3-7 505 .44 4445 Nortbparl' Dr.. Colo Springs, CO 80907 'IIANDLINO INSTALLING AND IRACING METAL PLATIr CONNf7cTIiD WOOD TRUSSRS' - (11111-91) and'IIID-91 SUMMARY M FFFIFSI7CN (span) ' 176.0 8- 6- 0 1.00 W999IN1.04 7-8 (LIVE) SIILCT' by TPI. The Truss Plate Institute (TPI) is located at 5i3 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and (aper 7C Vert I,= -.06" D= -.09" T= -.15" .00 Tp5. 0 Version 01.12.98 - Joirt Iaatims = TOTAL 40.0 pef 1 0- 0- 0 5 16- 6- 0 russ : L Qty: PLATE VALLES PER ItB0 Rei RERW #1607. R ii t. inacirg is re?rad (by ctherB) to pzeves�t rctatirn/tepp irrg. See M-91 and A I/IPI 1-1995; 10.3.4.5 and 10.3.4.6. 2- 4-9-6 6 0-0-0 3 8- 3- 0 7 8- 3- 0 3311// 33U// 4 11- 8-10 8 16- 6- 0 4-9-6 3-5-10 3-5-10 4-9-6 4-9-6 N-3-0 11-8-10 16-6-0 H-0-0 8-6-0 ; 1 2 i 3 4 5 r 4.00 -4.00, 4-4 &Ia VY5• Vim/ i V . _ ___ V Scalet 7/32" - 1' --------- IfYID CSE #1 MICN LOADS ---------------- fAx L.Plf L.Lac R.Plf R.Lac I.4ML TC Vert 60.0_ 0- 0- 0 60.0 8- 0- 0 .53 'IC Vert 145.6 8- 0- 0 145.6 8- 6- 0 .53 TC Vert •60.0 8- 6- 0 60.0 16- 6- 0 .53 BC Vert 24.3 0- 0- 0 24.3 16- 6- 0 .00 Type... I.be X.Lx LLfIL (RFL) support of components members content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss ht accordance with the following TC Vett 176.0 8- 0- 0 1.00 TRUSWAL SY.WEINS standards: "fRUSCOM MANUAL', by Trusvral, 'QUALITY CONTROL STANDARD FOR mrTAL PLATE CONNECTED WOOD TRUSSES' - TC Vert 154.0 8- 0- 0 .00 4445 Nortbparl' Dr.. Colo Springs, CO 80907 'IIANDLINO INSTALLING AND IRACING METAL PLATIr CONNf7cTIiD WOOD TRUSSRS' - (11111-91) and'IIID-91 SUMMARY TC Vert 176.0 8- 6- 0 1.00 SIILCT' by TPI. The Truss Plate Institute (TPI) is located at 5i3 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and (aper 7C Vert 154.0 8- 6- 0 .00 Tp5. 0 Version 01.12.98 Association (ACPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 10036. 6 7 x-3-0 x-3-3-0 2-0-0 x x -3-o 16-6-0 V Scalet 7/32" - 1' Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Join Report. WARNING Rend all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 41.3 WO: 536 ® This design.is for ant individual building component. It has been based on specifications provided by the component mtutufacntrer and done in Chk: BG Customer Name: accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Dsgnr: BG #LC - 0 CHEROI+BE verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on TC Live 16.0 pef DurFace L=1.25 P=1.25 BAER LUMBER this design meet or exceed the loading imposed by the local building code. Itis assumed that the top chord is laterally braced by the roof or floor Yucca Valley sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 34.0 e f P Re Pffir Bnd 1.00 P . (RFL) support of components members content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss ht accordance with the following BC Live .0 pef O.C. Spacing 2- 0- 0 TRUSWAL SY.WEINS standards: "fRUSCOM MANUAL', by Trusvral, 'QUALITY CONTROL STANDARD FOR mrTAL PLATE CONNECTED WOOD TRUSSES' - 4445 Nortbparl' Dr.. Colo Springs, CO 80907 'IIANDLINO INSTALLING AND IRACING METAL PLATIr CONNf7cTIiD WOOD TRUSSRS' - (11111-91) and'IIID-91 SUMMARY BC Dead 10.0 pe f Design Spec UBC(QST-8R), SIILCT' by TPI. The Truss Plate Institute (TPI) is located at 5i3 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and (aper Def. CYiteria: 14/290 Tp5. 0 Version 01.12.98 Association (ACPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 10036. TOTAL 40.0 pef ob Name: SAME ERG X -IOC FEV-' SIZE RD2'D 'IDP alb 1 0- 1712 820 3.50" 1.50" Wr QHM 2 16- 4- 4 820 3.50" 1.50" 4EB Tc FcRcE AXI, EM CSI Scale: 7/32" 1' 1 -1462 .02 .15 .17 positioned per Joint Report. 2 -1097 .01 .12 .13 TBFt 35.3 3 -1097 .01 .12 .13 This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in Dimensions are to be 4 -1962 .02 " .15 .17 Customer Name: BC Fa;KE AM EM GSI Dsgnr s BO . #LC - • 0 1 1362 .20 .20 .41 verified by the component manufacturer this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor 2 1362 .20 .20 .41 DurFacts L=1.25 P=1.25 FEB FCi3B CSI 4EB FCRZE CSI 2-7 -381 .13 4-7 -381 .13 3-7 438 .38 O.C. Spacing 2- 0- 0 MAX IF>=LFX.T w (sp-M) BC Dead 10.0 sf P I4/999 IN hE14 7-8 (LIVE) (QST -Sts), INSTALLING snpu' by'I'I'L The Truss Plate institute (Till) is located at M3 D'On"fri" Drive, Madison, Wisconsin 53719• The Americo Forest and Isper IF -.05" D= -.07" T= -.12" [ �t�]a: Lt/240 = Joint L=aticns = 1 0- 0- 0 5 16- 6- 0 2 4- 6- 6 6 0- 0- 0 3 8- 3- 0 7 8- 3- 0 4 11-11-10 8 16- 6- 0 M. 2x4 FL #1 2x4 FL #1 2x4 FL UITLTIY T 3-0-15 TT -o-3-15 Truss ID: Lt QtY� PLATE VAILFS Fm ICBG Rif REYau #1607. PLATIN 11ASSE17 CN C EEE I.II42ER VALIFS. 4-6-6 J 3'8-10 3-8-10 J 4-6-6 ; 4-6-6 $,3-0, 11-11-10 16-6-0 8-3-08-3-0 1 2 r': t3 4 5 .00. - _ . 4-4 16-6-0 r . 6 830 8_30 8 8-3-0 16-6-0 BARR LUMBER ' S2SZ5Z Yucca Valley 4AL SYSTEMS (RFL) 445 No 4aJnbparl Or.. Colo Springy, CO 160907 *5.0 Version 01.12.98 II - 98 t Scale: 7/32" 1' Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Joint Report. WARNING Rend all notes on this sheet and give a copy of it to the Erecting Contractor. TBFt 35.3 WO: 536 This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in Dimensions are to be Chk: BG , Customer Name: accordance with the current versions of TPI and APPA design standards. No, responsibility is assumed for dimensional accuracy. and/or building designer prior to fabrication. The building designer shall ascertain That the loads utilized on Dsgnr s BO . #LC - • 0 CHEROKEE verified by the component manufacturer this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor TC Live 16.0 pef DurFacts L=1.25 P=1.25 sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral suppon of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 14.0 sf i p Re MrEnd 1.15 P content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handlc, install and brace this truss in accordance with the following BC Live 0 ps f O.C. Spacing 2- 0- 0 standards: 'TRUSCOM MANUAL', by Truswal, 'QUALITY CONTROL STANDARD FOR mPTAL PLATB CONNBCPED WOOD TRIJSSBS' - -HANDLING AND BRACING Mfrml. I'I.A'fl? CONNUMID WOOD TRUSSES' - (11111.91) and'111D-91 SUMMARY BC Dead 10.0 sf P Desi Seo UBC 9n P (QST -Sts), INSTALLING snpu' by'I'I'L The Truss Plate institute (Till) is located at M3 D'On"fri" Drive, Madison, Wisconsin 53719• The Americo Forest and Isper �� TOTAL 40.0 psf [ �t�]a: Lt/240 Association (AFI'A) is Incased at 1250 Connecticut Ave, NW, Ste 2(x), Washitigsnn, DC 2(x):16. II - M M ob Name: SAME EW. X -LCC R34Cr SIZE REQ'D TOP CHM 1 10- 1-12 260 3.50" 1.50" B7r CHSd3 2 16- 4- 4 420 3.50" 1.50" 4IEB 'IC FORCE AXL FIND GSI support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture 1 -53 .00 .42 .42 (RF L) BC pa:a: AXL END CSI O.C. Spacing 2- 0- 0 1 0 .00.;' .30 .30 BC Dead 10.0 pef FIEB FCRC£ GSI I -EB FORCE CSI 1-3 -176 .03 Tp5.0 Version 01.12.98 MAX LFII. CN (Er55an) TOTAL 40.0 pef I L/999 IN 1424 3-4 (LVE) Lr -.05" D= -.07" 7' -.12" Join T�t-icrs = 1 0- 0- 0 3 0- 0- 0 2 6- 6- 0 4 6- 6- 0 Truss ID: L2 Qty: 2x4 FL #1 FLATS VATM PER IC90 RESFARM REK1r #1607. 2x4 FL #1 P AMU BASED IN GREEN ILMMR VAIIES. 2x4 FL UrnXN Ehd verticals d�icy�ed for axial loadv arly. EYd verticals that are extended above or below the truss profile (if any) may regn p additicral design ocroideratirn (by cthgxa) for lateral fog dae to wird or seisnic I oads on the building, I -4.00( 6-6-0 6-6-0 2 7 EXPIRES J 30, 1990 rC � 69 2-04) s v i 6-6-0 t C iFa��'�P 10-0-0 3 4 STUB 6-6-0 /11/98 6-6-0 Scale: 17/32" 11 Truswal Systeme Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Joint Report. 536 ® BARR LUMBER WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of'rl'I and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The buildhtg designer shall ascertain that the loads utilized On this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor TBFt 13.3 Ch)c: BO Degnr: BO : #LC - 0 WOs Cuetarner Name t CHEROKEE TC Live 16.0 psf DurPacs L=1.25 P-1.25 sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral TC Dead 14.0 sf p Re Mbr Bnd 1.15 P aI'Cy ® support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture (RF L) content of the wood exceed 197 and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following BC Live .0 pef O.C. Spacing 2- 0- 0 TRU.SWAL SYSTHMS 4445 NonbpQrk Ur.. Colo Springs. CO 80907 standards: 'TRUSCOM MANUAL', by Truswal, 'QUALITY CONTROL STANDARD FOR METAL. PLATO CONNBCI'f:D WOOD TRUSSES' - -HANDLING INSTALLING AND BRACING MPT.AL PI -ATF CONNFUrl?D WOOD'1'RUSSCS' - (1118.91) and '1118-91 SUMMARY BC Dead 10.0 pef Design Spec UBC (QST -88), SI IEET' by TPI. The Truss Plate institute ('ITT) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Def, Criteria: 14/240 Tp5.0 Version 01.12.98 Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 20036. TOTAL 40.0 pef Job Name: SAME Tress I Qty: 2 D rw : -0 ' ERG X-LOC REACT SIZE REO'D TOP CHORD 2x4 FL #1 %THIS. DESIGN IS THE COMPOSITE RESULT OF CHORD 2x6 FL #1:.-MULTIPLE LAAO CASES. Building Designer shall provide adeglate bearing area and an 1 0- 2-12 11222 5.50" 5.99" 2 37- 3- 4 11222 5.50" 5.99" EDT WEB 2x4 FL UTILITY :•-PLATE VALUES PER ICBO RESEARCH REPORT #1607. #2 1-12, 20-10 Enacted for 10 PSF ran-concurrent•BCLL. ;BEARING AREA RECUIRED........... ID Brg Size Min Size -or- Mtn Area FORCE AXL END T1- CS62I 2x4 FL 2x4 FL STANDARD 2-13 4-15 'Drainage mut be provided to avoid ��tng. 5-17; 17-7 Permanent bracing is required (by &:hers) to 1 o- 5-8 Cl 6- 0 2 0- 5-'8 0- 6- 0 17.515 si 17.96 si 2 -12447 36 32 68 1gJ9 pre*nt rotation/tap�linngg See HIB-91 and PLATE ELK 2x4 FL 1h ANSI/TpI 1-1995. 10.).4.5 and 10.3.4.6. --LAAD CASE #1 DESIGN Dir L.PLf L.Loc 0- 0 IAADS R.PLf R.Lnc LL/TL 210.0 37- 6- 0 3 -13529 .47 .31 .78 4 -14108 .49,:1.25 .74 5 -14118 End verticals designed for axial loads only. PLA IM BASED ON �REEN'LLrEER VALUES. End verticals that are extended above or 2-PLY! Nail w//10d , staggered (NDS-97 2/ft BC-ft WEBS- 2/ft TO Vert 210.0 0- BC Vert 380.0 0-0-0 .53 380.0 3/- 6- 0 .50 .48.•.23 .72 6 -14118 below the truss profile (if any) may require Sect. 12) tfl: TO .49 .25 .74 7 -13533 additional design consideration (by others) .47 .31 .78 8 -12946.36 for Lateral forces the to wind or seismic .32 .68 9 -9435 -25 -38 .62 loads on the building. BC FORCE AXL Bon CSI 2 9096 .5500 .21 ..24 71 4 122701 .70 .25 .9955 6 14127 .78.21 .99 7 12705 .70 .26 .96 1� .50 .2211 .93 9 722 10 0 -00 .24 .24 WEB FORCE CSI WEB FORCE CSI 1-11-10356 .94 6-17 473 .12 4-2-0 84-0 8-3-7 8-48-4 9 84-0 1-12 11289 1.00 7-17 2752 .56 2-12 -5387 .53 7-18 992 .43 4-2-0 12-6-0 20-9-7 29-2-0 37-6-0 2-13 4520 .92 8-18 859 .37 12.6 0 12-6-0 t 12-6-0 3-13 -1751 .20 8-19 -1759 .20 '1 2 3 14 5 6 7 8 9 10 3-14 852 .37 9-19 4519 .92 4-14 954 .42 9-20 -5385 .53 1.00 2-rLYS REQUIRED4.00 -4 00 4-15 ZM -842 .12 1DD--22 103256 6-10 5-17 -18 .00 6-10 34 1.5-3 �DEFLECTION (seen) IN MEM 15-1b (LIVE) 3.5-0 3.5-0 T T 6-8 6 g `i" ' L- -.22" C= -.34" T= -.56" 12-12 12-12 7-5-L 7-5-15 J 1995 Joint 1 2- 0 0�- 3_15 3-3-1s I 1 1 sxlr EXPIRES . 3 8-4 0 14 12- b- 0 8- 9 q p 8-10 5-6 6-6 45 1 6-6 5-6 5-10 3-10 4 12- &- 0 15 16- 5 16- 8- 9 16 18- 6- 0 3-10 5= 1897-% 6 20- 9- 7 17 20- 9-7 0 7 25-0-0 18 25- D- 8 29--2-0 19 29-2-0 9 33--4-0 20 33- 4-024-4 2M-( G 10 37- 6- 0 21 37- 6- 037-6-0 0-0-0 11 1- t 11 12 13 14 15 16 17 18 19 20 21 F 4-2-0 8-4-0 8-3-7 8-4-_9 8-4-0 i 4-2-0 12-6-0 20-9-7 29-2-0 37-6-0 r / V l �F CALIF���`P 98 = Scale: 3/32" 1' TruswaL Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Joint Repor Desi ned with Truswal Systems' software ® WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component. It has been based an specifications provided by the component manufacturer and done in TBF: 147.3 Chk • BG WO: 536 Customer Name: accordance with die current versions of TPI and AFPA design standards. NwAponeibility is assumed for dimensional accuracy. Dimensions are to be DS nr' BG' #LC = 2 g CHEROKEE TRUSWAL verd-ted by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor TO Live, 16.0 DurFacs L=1.25 P=1.25 SYSTEMS this design meet or exceed the sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture psf TC Dead 14.0 psf' Rep Mbr Bnd 1.00 content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate', handle, install and brace this truss in accordance with the following BC Live!, .0 psf O. C. Spaci ng 2- 0- 0 1�I5 Northpark Dr., Colo Springs, OD 8090'1 standards: 'TRUSCOM MANUAL% by Truswal, 'QUAL.ITY CONTROL STANDARD POR METAL PLATE CONNECTED WOOD TRUSSES'- (QST-88), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNFCTED WOOD TRUSSES' - (HIB-91) and 'f11B-91 SUMMARY t BC Dead, 10.0 psf' Design Spec UBC SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onnfrid Drive; Madison, Wisconsin 53719. The American Forest and Paper Def. Criteria' L/240 Tp5.0 Version 01 .12.98 Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington; DC 20036. TOTAL 40.0 psf i job Name: SAME WARNING Rend all notes on this sheet and give a cow of it to tate Erecting Contractor. This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done In accordance with the current versions of TPI and APPA design standards. Nc responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on this design meet or exceed the loading Imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor BIG "X -LDC FOLT SIZE IT'D 1 0- 2-12 1660 5.50" 1.77" 2 37- 3- 4 1660 5.50" 1.77" TC FCFCE AXL END CSI DarFacs .L-1.25 P=1.25 1 -3832 .13 .26 .39 sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture 2 -3488 .14 .19 .33 Re I&r" Bnd 1.15 P 3 -2964 .07, .17 .24 (RFL) 4 -2950 .07•. .10 .17 BC Live ` 0 pof 5 -2954 .08 .07 .15 6 -2954 .07 .10 .17 standards: 'TRUSCOM MANUAL', by Truswal, 'QUALITYCONTROL STANDARD FOR MI!TAL PLATE CONNECTED WOOD TRUSSES' - (QST -XX), 'IIANDLINO INSTALLING AND DRACINO ME'fAl. I'1-A'fE.CONNEGTED WOOD TRUSSES' - (Illlf-91) and'lllll-91 SUMMARY 7 -2964 r.07 .17. .24 - Desi Spec UBC Design 8 -3488 ' .14 .19 .33 9 -3831 .13 .26 .39 BC Fa7dM AXL EM CSI 1 3586 .54 .18 .72 Association (AF -PA) is locatcd at 1250 Connecticut Ave; NW, Ste 2(10, Washington, DC 2(x)76. ,2 3584 .54 .13 .67 3 3253 .49 .05 .54 4 2768 .42 .04 .45 , 5 2957 .45 .04 .48 6 2957 .45 .04 .48 7 2767 .42 .04 .45 8 3253 .49 .05 .54 9 3584 .54 .13 .67 10 3586 .54 .18 .72 ld•B FCRCE CSI VEB FCRCE CSI 2-12 28 .02 6-17 -184 .08 2-13 -337 .14 7-17 312 .27 3-13 249 .22 7-18 445 .39 3-14 -604 .34 8-18 -604 .34 4-14 443 .39 8-19 248 .22 4-15 310 .27 9-19 -337 .14 5-15 -188 .08 9-20 28 .03 5-17 -5 .00 MX rEFL :ITCQ (span) 14/999 IN flal 15-16 (LIVE) Lr- -.21" D= -.31" T= -.52" = Join Lccatians = 1 o- o- 0 12 5- 1- 8 2 5- 1- 8 13 9- 5- 4 3 9- 5- 4 14 13- 9- 0 4 13- 9- 0 15 17- 1- 9 5 17- 1- 9 16 19- 0- 0 6 20- 4- 7 17 20- 4- 7 7 23- 9- 0 18 23- 9- 0 8 28- 0-12 19 28- 0-12 9 32- 4- 8 20 32- 4- 8 10 37- 6- 0 21 37- 6- 0 11 0- 0- 0 'IOP a-rm 2x4 FL #1 130r GEM 2x4 FL #1 VM 2x4 FI, UrnM aaIna3e mast be Pa:v✓ided to avid Paaditzj NMI Truss D: M 1 Qty:I DrWL IHI5 CESICN LS TIE 01141? PIE FE= CF' KMPLE LOAD Q%SES. PLATE VALCES FM ICBG )moi REEi7ZP #1607. ' Lid for 10 1W r=-caja� Im. PiATIIS BASED CN G EEN LL1413R VAII.ES. 5-1-8 8-7-8 6-7-7 7-8-5 9-5-4 5-1-8 13-9-0 20-4-7 28-0-12 37-6-0 1 11-9-0 10-0-0 t 13-9-0 t 1 2 3 4 5 6 7 89 10 ' 4.00 -4.00 . 1.5-3 5-10 3-4 5-1.0- T 3-4 3-4 T r.• 4-10-15 3"4 3-4 5-6-11 3"10 3-10 I SHIP 1 0-3-1 1.5-3 3-4 3-4 3-4 3-4 3-4 1.5-3 0-3=1-5 5 _ ..56 1: 2�" 17-6-0 � 11 12 13 14 15 1617 18 19 20 21 5-1-8 8-7-8 6-7-7 7-8-5 9-5-4 5-1-8 13-9-0 20-4-7 28-0-12 37-6-0 r . XPIAES JUN. 30,1 AA SS/p�,�l . ¢ �\ r W. lViii- CA��LIf 0� 6/11/98 Scale: 3/32" - 11 Truswal Systeme Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Joint Report. ® BARRLUMBER WARNING Rend all notes on this sheet and give a cow of it to tate Erecting Contractor. This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done In accordance with the current versions of TPI and APPA design standards. Nc responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on this design meet or exceed the loading Imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor TBFt 104.0 Chk: BO A. Dsgnr t BG' #LC 2 WO: 536 Customer Name: CHEROKEE TC Live. 16.0 pef DarFacs .L-1.25 P=1.25 ®Yucca Valley sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 14.0 of P Re I&r" Bnd 1.15 P (RFL) content of the wood exceed 19% and/or cause connector plate corrosion. Pabricate, handle, install and brace this truss in accordance with the following BC Live ` 0 pof O.C. Spacing 2- 0- 0 TRUSWAL SYSTEMS 444S Northpark Dr.. Colo Springs. CO 80907 standards: 'TRUSCOM MANUAL', by Truswal, 'QUALITYCONTROL STANDARD FOR MI!TAL PLATE CONNECTED WOOD TRUSSES' - (QST -XX), 'IIANDLINO INSTALLING AND DRACINO ME'fAl. I'1-A'fE.CONNEGTED WOOD TRUSSES' - (Illlf-91) and'lllll-91 SUMMARY BC Dead 10.0 s f P - Desi Spec UBC Design SI IEET' by Till. The Truss Plate Institute (TPI) is located at 5X3 D'Onofrio Drive, Madison, Wisconsin 51719. The Amerism Forest and Paper Def. CYiteria: Ly/240 TpS. 0 Version 01.12.98 Association (AF -PA) is locatcd at 1250 Connecticut Ave; NW, Ste 2(10, Washington, DC 2(x)76. TOTAL 40.0 pof ob Name: SAME EFF X -LCC FEACT SIZE 03X1) 1 0- 2-12 333 5.50" 1.50" 2 9- 6- 0 1911 3.50" 2.04" 3 37- 3- 4 3.189 • 5.50" 1.50" 'IC F>3 AXL END CSI 1 579 .07 .32 .38 2 1012 .14 .32 .46 3 -714 . DO.." .25 .26 4 -948 ` .01. .15 .16 5 -948 .01 .06 .07 6 -1276 .01 .23 .24 7 -1914 .03 .23 .26 8 -2450 .07 .22 .29 BC RTIC£ API, END CSI 1 -520 .00 .20 .20 2 -527 .00 .15 .15 3 -371 .00 .10 .10 4 -371 .00 .14 .14 5 631 .08 .14 .22 6 1160 .17 .02 .20 7 1.160 .14 .12 .26 8 1746 .21 .15 .35 9 2273 .34 .07 .41 10 2278 .34 .09 .44 FES FLZZC£ CSI VES I. CSI 2-11 136 .12 5-15 .-151 .08 2-12 -617 .23 6-15 -433 .29 3-12 -1652 .50 6-17 524 .46 3-13 132 .12 7-17 -725 .54 3-14 1196 .49 7-18 326 .28 4-14 -601 .33 8-18 -545 .30 4-15 646 .56 8-19 91 .08 D44X LETIF)✓IYGN (span) LV999 IN PEAT 17-18 (LIVE) Lr -.08" D1=-.12".rr-- -.19" = Joirt Locations -_ 1 0- 0- 0 11 5- 9- 8 2 5- 9- 8 12 9- 6- 0 3 10- 9- 4 13 10- 9- 4 4 15-9-0 14 15-9-0 5 18- 9- 0 15 18- 9- 0 6 21- 9- 0 16 20- 0- 0 7 26- 8-12 17 21- 9- 0 8 31- 8- 8 18 26- 8-12 9 37- 6- 0 19 31- 8- 8 10 0- 0- 0 20 37- 6- 0 NIU33 ISO* VIA. 0 'IUP arm 2x4 FL #1 1HIS DESIGN IS ME CG4KSrIE FEAZrT CF BOT a CM 2x4 FL #1 hELIIPLE LOAD CASES. VEEI 2x4 FL U TI.M PLATE VARIES FFR ICB7 WSEAPCII RF3u #1607. 2x4 FL SIAIMAM 3-14 D-ded for 10 PSF rharmratrrert B17. Interior sLppc t or terpcmary shoring nust Lomtion of interior bearings should be be inpplace before erectirg this trueach ss. clearly marked on ch trues. P�T� gpS1�1 GN Ui EEN UM3E 2 VA=. Drainage Rust be provided to avoid ponding. T 5-6-15 0-3-1 5-9-8 4-11-12 4-11-12 .6-0-0 4-11-12 4-11-12 a 5-9-8 5-9-8 10-9-4 15-9-0 .21-9-0 26-8-12 31-8-8 37-6-0 F-9-0 � 6-0-0 15-9-0 3 { 4;. 5 16 7 8 9 4.00 -4.001 -1.5-3 2�" 37-6-0 l 10 11 1213 14 1516 17 18 19 20 5-9-8 4 -II -12 4 -II -12 , 6-0-0 4-I1-12 ,4-I1-12 , 5-9-8 5-9-8 10-9-4 15-9-0 21-9-0 26-8-12 31-8-8 37-6-0 i EXPIRES J� E 30, 1999 7 9 �F CALIF V, 6/11/98 OVER 3 SUPPORTS Scale: 3/32" 0 1' Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Joint Report. WARNING Rend all notes on this sheet and give a copy of it. to the Erecting Contractor. TBF: 98.7 WO: 536 ® This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in Chk t BG Customer Nano: accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Degnr t HG i #LC 4 CHEROKEE LUMBER verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on design the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor f this meet or exceed sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral TC Live 16.0 ps TC Dead 14.0 e f P DurPacs L=1.25 P=1.25 Re torr Bnd 1:15 P ® Yucca Valley support of components members only to reduce buckling length. This component shall not be placed in any environment that will arose the moisture (RFL) content of the wood exceed 199 and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss In accordance with the following BC Live .0 ps f O.C. Spacing 2- 0- 0 TRUSWAL SYSTEMS 4445Noribpark• Dr.. Colo Sprip, CO 80907 standards: 'TRUSCOM MANUAL', by Truswal, 'QUALITY CONTROL S'T'ANDARD FOR METAL PLATE CONNCCrm WOOD TRUSSES'- RUSSES'-4445 (QST -88), 'IIANDLING INSTALLING AND BRACING ME'T'AL m.Ani CONNECTED WOOD TRUSSES' - (IIID -91) and 'IIID -91 SUMMARY BC Dead 10.0 pig Design `Spec UBC SI IEET' by'1111. The Truss Plate Institute (rpi) is located at 50 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper E�--f. Criteria: U240 Tp5.0 Version 01.12.98 Association (APPA) is located at 150 Connecticut Ave, NW, Ste 200, W:ashingum, DC ^-1X136. TOTAL 40.0 pef M = r lob Name: SAME BIG ' X -LOC REACT SIZE RM'D 1 0- 2-12 357 5.50" 1.50" 2 9- 6- 0 1874 3.50" 2.00" 3 37- 3- 4 1196 5.50" 1.50" 7C: FCRCE AXL RU CSI 1 556 .07 .40 .47 2 953 .13 .40 .53 3 -900 .01'• .31 .31 4 -938 .01' .15 .16 5 -1045 .01 .31 .32 6 -1795 .02 .31 .34 7 -2437 .08 .29 .37 Bc FmE A?S, l3ND CSI 1 -495 .00 .23 .24 2 -501 .00 .20 .20 3 109 .01 .14 .16 4 109 .01 .16 .17 5 799 .10 .16 .26 6 1626 .19 .21 .41 7 2256 .25 .21 .47 8 2261 .34 .12 .46 FIB Ft%£ CSI 4IB I= GSI 2-10 155 .14 4-14 470 .41 2-11 -623 .19 5-14 166 .14 3-11 -1746 .78 6-14 -850 .80 3-12 184 6-15 394 .34 3-13 860 ..16 .75 7-15 -653 .45 4.13 -411 .28 7-16. 119 .10 wx IgI.F CN (span) 141999 IN MEM 14-15 (IMVE) I.r -.08" D= -.12" T= -.20" Joirt T rrat i ahs = 1 0- 0- 0 10 6- 5- 8 2 6- 5- 8 11 9- 6- 0 3 12- 1- 4 12 12- 1- 4 4 17- 9- 0 13 17- 9- 0 5 19- 9- 0 14 19- 9- 0 6 25- 4-12 15 25- 4-12 7 31- 0- 8 16 31- 0- 8 8 37- 6- 0 17 37- 6- 0 9 0-0-0 6-5-8 . 5-7-12 5-7-12 7-7-12 .� 5-7-12 6-5-8 6-5-8 12-1-4 17-9-1) 25-4-12 31-0-8 37-6-0 17-9-0 20-Q 17'1-0 1 3 4 5 6 7 8� 4.00 -4.00, 114-5 2f 37-6-0 9 10 11 12 ' 13 14 15 16 17 6-5-8 5-7-12 5-7-12. 7-7-12 5-7-12 6-5-8 6-5-8 ' 12-1-4 17-9-0 25-4-12 31-0-8 37-6-0' .T (; 6-10-11 0.3_ Slilp EXPIRES J =, oil OVER 3 SUPPORTS Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Jo WARIVINCiRend a" notes on this sheet and give a copy uj it to the Erecting Contrnetor. 9s.3 This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be BARR LUMBER verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral ® Yucca Valley support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture (RFL) content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following T6USWAL SYSTPAIS standards: 'TRUSCOM MANUAL.', by'rruswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - 4445 Northpark Dr., Colo Springs, CO 110907 (QST -88), 'IIANDLING INSTALLING AND IfRACINO METAL PLATE CONNECfED WOOD TRUSSES' - (III11-91) and '11111-91 SUMMARY SIIEET' by TPI. The Truss Plate institute (Tpl) is located at S83 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Tp5.0 Version 01.12.98 Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 211036. Dsgnr: BO Truss ID: M3 Qty: 1 Drwg: TOP C KM 2x4 FL #1 THIS LTSICN IS ME Q74 CISI E RE= OF BJP aCRD 2x4 FL #1 nLTIPLE ID'aD CAM. WEB 2x4 FL UrnM Iocatiah of irtericr bearings sho tld be HATE VALLIS FFR ICBJ ISI REEriZP #1607. irnrl-d for 10 PSF 1'ncn-oma rFStt BCIL. clearly narked on each trues. Into iar a4loart or tenperary shmtirj nust maim3 must be provided to avoid pandiV. be in pplace before erectirtg this trues. BC Dead PLATIN BASm CN CRS LLM2ER VALLES. 6-5-8 . 5-7-12 5-7-12 7-7-12 .� 5-7-12 6-5-8 6-5-8 12-1-4 17-9-1) 25-4-12 31-0-8 37-6-0 17-9-0 20-Q 17'1-0 1 3 4 5 6 7 8� 4.00 -4.00, 114-5 2f 37-6-0 9 10 11 12 ' 13 14 15 16 17 6-5-8 5-7-12 5-7-12. 7-7-12 5-7-12 6-5-8 6-5-8 ' 12-1-4 17-9-0 25-4-12 31-0-8 37-6-0' .T (; 6-10-11 0.3_ Slilp EXPIRES J =, oil OVER 3 SUPPORTS Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Jo WARIVINCiRend a" notes on this sheet and give a copy uj it to the Erecting Contrnetor. 9s.3 This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be BARR LUMBER verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral ® Yucca Valley support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture (RFL) content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following T6USWAL SYSTPAIS standards: 'TRUSCOM MANUAL.', by'rruswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' - 4445 Northpark Dr., Colo Springs, CO 110907 (QST -88), 'IIANDLING INSTALLING AND IfRACINO METAL PLATE CONNECfED WOOD TRUSSES' - (III11-91) and '11111-91 SUMMARY SIIEET' by TPI. The Truss Plate institute (Tpl) is located at S83 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Tp5.0 Version 01.12.98 Association (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 211036. Dsgnr: BO #LC - 4 TC Live 16.0 pef TC Dead 14.0 psf BC Live .0 pef BC Dead 10.0 pef TOTAL 40.0 pef '30,1990 VV :ftif ca e: 3/32" - 1' Report. WO: 536 Customer Name: . CHEROKEE DurFacs L=1.25 P=1.25 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC Def. Criteria: U240 rr r r� r� •r rr r job Tame: SAME EW, X -LOC FogrT SIZE REQ'D 1 0- 2-12 1660 5.50" 1.77" 2 37- 3- 4, 1660 5.50" 1.77" TC FaTZ AFS, IIID CSI 1 -3792 .21 .33 .54 2 -3146 .08 .32 .40 3 -2394 .05, .32 .37 4 -2394 .05... .32 .37 5 -3146 .08 .32 .40 6 -3792 .21 .33 .54 BC FAKE AXL 3U CSI 1 3541 .53 .11 .65 2 3536 .53 .10 .64 3 2907 .35 .23 .58 4 2907 .35 .23 .58 5 2907 .35 .22 .57 6 3536 .53 .10 .64 7 3541 .53 .11 .65 FEB FCS CSI ;-EB FSE CSI 2-9 122 .11 5-11 -857 .87 2-10' -651 .50 5-13 401 .35 3-10 401 ,.35 6-13 -651 .50 3-11 -857 '.87 6-14 122 .11 4-11 1140 ..99 NII+X gf1F>`IZCN (qwn) LV999 IN MENI 10-11 (LIVE) Ls= -.21" D= -.31" T= -.52" Join T oMtirne -= 1 0- 0- 0 9 6- 9- 8 2 6- 9- 8 10 12- 9- 4 3 32- 9- 4 11 18- 9- 0 4 18- 9- 0 12 20- 0- 0 5 24- 8-12 13 24- B-12 6 30- 8- 8 14 30- 8- 8 7 37- 6- 0 15 37- 6- 0 8 0- 0- 0 BARR LUMBER ® Yucca Valley TRUAL SYSTEMS (RFL) 4445 No �4J5 Nonbpah Ur.. Colo Springs, CO 160907 '... Tp5.0 Version 01.12.98 7OP CHM 2x4 FL #1 .B3r CH. 2D 2x4 FL #1 VES 2x4 FL UPII rIY RATIN BASED CN QREIIQ II-NIBER VAI.IES. Truss ID: M4 Qty „ nd.rESICN IS ME G24:0SrIE RESL LT OF hiE,TII?LE I= CASES. PLATE VAUES PER ICED lelFE}7]Zr #1607. Iii for 10 PSF rrn-conawrent BOLL. k 6-9-8 5-11-12 5-11_12 5-11__12 5-11__12 6-9-8 6-9-8 12-9-4 18-9-0 24-8-12 30-8-8 37-6-0 18-9-018-9-0 ~1 2 3. t4 .5 6 7 4.00 -4.001 4-4 T3-4 3-4 6-6-15 6-6 6-6 7-2-11 1_ 3-10 3-10 SHIP U-3-1 1.5-3 3-4 2 S =83.5-5 3-4 1.5-3 0-3 2a10 '17-6-0 g : 9 10 1112 13 14 15 6-9-8 5-1111-12 5-11-12 5-11_l12 5-1111-12 ,, 6-9-8 6-9-8 12-9-4 18-9-0 24-8-12 30-8-8 37-6-0 EXPIRES 30, 1999 rn r*� _a\Q` y 6/11/98 Scale: 3/32" 1' Truswal Systeme Plates are 20 ga. unless shown by "1811(18 ga.) or "H"(16 ga.), positioned per Joint Report. WARNING Read all notes on this sheet and give a conv of it to the Erecting Contractor. This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for Literal support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood exceed 19% and/or cause connector plate corrosion. 17'truss abricate, handle, install and brace this tss bn accordance with the following standards: 'TRUSCOM MANUAL', by Truswal, 'QUALITY CONTROL STANDARD FOR METAL PLATT? CONNFcTI?D WOOD TRUSSES' - (Qs'r-8it), -HANDLING INSTALLING AND BRACING METAL 1'IAYI! CONNI?GTI?D WOOD TRUSSBS' - (III13-91) and '11111-91 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (APPA) is located at 1250 Connecticut Ave; NW, Ste 200, Washington, DC 20036. TBF: 90.7 Chkt BG , Dsgnrt BG #LC = 2 TC Live 16.0 pef TC Dead 14.0 pef BC Live .0 pef BC Dead '10.0 pef TOTAL 40.0 pif WO: 536 Customer Name: CHEROKEE DurFacs L=1.25 P=1.25 Rep Mbr'Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC Def. Criteria: Lt/240 ob Name:. SAME '- BFG X -LCC FEV -7 SIZE FZEQ'D 1 0- 2-12 364 5.50" 1.50" 2 9- 6- 0 1867 3.50" 1.99" 3 37= 3- 4 1197 5.50" 1.50" TC F= Ane+ BND CSI 1 570 .07 .45 .52 2 939 .12 .45 .58 3 -954 .01•.''.31 .32 4 -953 .01 .33 .33 5 -1719 .02 .33 .35 6 -2422 .09 .32 .41 BC F= AXL HID CSI 1 -505 .00 .26 .26 2 -511 .00 .22 .22 3 256 .03 .14 .18 4 257 .03 .24 .28 5 1550' .19 .24 .43 6 1550 .19 .21 .40 7 2240 .25 .21 .47 8 2245 .34 .13 .47 VM INCE CSI VM F= CSI 2-9 165 .14 4-12 306 .27 2-10 -630 .18 5-12 -870 .88 3-10 -1788 .99 5-14 413 .36 3-11 191 .17 6-14 -716 .55 3-12 737; .646-15 141 .12 M X M=CN (span) L4/999 IN ME14 14-15 (LIVE) LF -.08" D= -.12" T`- -.21" - Joint Locations 1 0- 0- 0 9 6- 9- 8 2 6- 9- 8 10 9- 6- 0 3 12- 9- 4 11 12- 9- 4 4 18-.9- 0 12 18- 9- 0 5 24- 8-12 13 20- 0- 0 6 30- 8- 8 14 24- 8-12 7 37- 6- 0 15 30- 8- 8 8 0- 0- 0 16 37- 6- 0 'IDP CHS 2x4 FL #1 Bor arm 2x4 FL #1 V EB 2x4 FL UI'I= Location of irterior bearings ahold be clearly narked on eadz truss. FLATRC. BASED IN GF EEN LMEER VAUES ., T 6-6-15 T=' 0-3-1 i russ it): msim MEy: TiITS IESIM IS 'IFIE OJ41?0GrIE RESLLT OF nmru LOAD G%M3. a-mE VALLIS PER ICBG REMAMI RE:aZr #1607. Loaded for 10 PSF non-caraurr e t Tn L. IYteriar sgiVort or tetpc ary shoring nest be in place before e ectuv this truss. 6-9-8am 5-11-12 i 541-12� 5-11-12 i 5-11-12 6-9_ 8 6-9-8 12-9-4 118-9-0 24-8-12 30-8-8 37-6-0 18-9-0 t 18-9-0 1 2 3- 4 5 6 7 -4.00, 4-4 37-6-0 r 8 9 10 11 1213 14 IS 16 6-9-8 5-1112 5-111112 5-11-12 t 5-1112 6-9-8 6-9-8 124-4 18-9-0 24-8-12 30-8-8 37-6-0 EXPIRES JUNE 30, 1999 t•t, Z 769 F F CALIF���P 6/11/98 OVER 3 SUPPORTS Scale: 3/32" a 1' Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Joint Report. ® WARNING Rend all notes on this sheet and give a copy of it to tlLe Erecting Contractor. TBF: 92.7 oto: 536 This design is for an individual building component. It has been based on specificatiuns provided by the component manufacturer and done in accordance with the current versions of Till and ARIA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be BARR LUMBER verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral ®(RFL) alley support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this taus in accordance with the following TRUMAL SYSTEMS standards: 'TRUSCOM MANUAL_', by Truswal, 'QUALITY CONTROL. S'T'ANDARD FOR METAL, PLATE CONNECTED WOOD TRUSSES' - 4445 Nortbparl' Dr., Colo Springs, CO 80907 (QST -frit), 'l1ANDl_ING INSTALLING AND ERACINO METAL I'IA'fE CONNECTED WOOD'I'RUSSES' - (11111-91)and 'lllli•9I SUMMARY SIIEET' by TPI. The Truss Mile Institute crpo is located at 50 D'Onorrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Tp5.0 Version 01.12.98 Associ iinn (AF -PA) is located at 1250 Connecticut Ave, NW, Ste 2W, Washington, DC 20036. Y., W. Degnr: BG #LC o 4 TC Live 16.0 pef TC Dead 14.0 pef BC Live' .0 pef BC Dead 10.0 pef TOTAL 40.0 pef Customer Name: CHEROKEE DurFacs L-1.25 P-1.25 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec .UBC Def. Criteria: 1.4/240 ob Name: SAME EM LFFIFXTTICN )(-IDC FnC r SIZE FM'D 'IDP CICIRD 2x4 FL #1 1 12- 8-12 1000 5.50" 1.50" BOT CI -1M. 2x4 FL #1 2 37- 3- 9 1160 5.50" 1.50" F&B 2x FFLL, S174MARD 1-7 (RFL) content of the wood exceed 199 and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following BC Live' . 0 pof O.C. Spacing 2 - 0- 0 TRUSWAL SYS" TRU NonLparl• Uc, Colo Springs. CO UQ907 i7:d verticals designed for axial leads cnly. TC FCR CE AYL HID CSI 40.0 Et -a verticals that are eDd a- 3d above or 1 2 -836 -843 :01 .40 .41 . _ below the miss profile (if arry) m8Y e .01 .31 .32 additia-al design ca sideration (by etl-fixe) 3 -1605 .02' .32 .34 to wind or s,Emic 4 -2315 .08,':, .32 .40 iol.at alfhox��� BC FCRCE AXL HAD CSI 1 0 .00 .28 .28 2 1441 .17 .28 .45 3 1441 .17 .20 .38 4 2139 .24: .20 .44 5 2144 .32 .14 .46 VM FcFrE CSI VEB FCRfE CSI 1-6 -947 .35 3-9 410 .36 1-7 915 .37 4-9 -724 .56 2-7 231 .20 4-10 144 .13 3-7 -861 .87 (span) ' Truss ID: MS' THIS IESI(N IS UIE CI34F 19rIE IEI.IZ OF PI.MRE ICAD C?ZES. PLATE Vp= FFR ICBG REMARCH IIEf= #1607. Iceclea for 10 PSF rnrca-�a.¢ra-t EO I PLATIM BASED CN CFEEN UMEER VAILES. hIItX 1,/999 IN M94 9-10 (LIVE) 6-3-0 5-11-12 JJ 5-11- 6-9-8 LF -.07" D= -.11" 71-.18" 6.3.0 12-2-12 18-2-8 25-0-0 Joirt Iocaticris =6-3-( 18-9-0 1 0- 0- 0 7 6- 3- 0-12 3 4 $ 2 6- 3- 0 8 7- 6- 0 1 3 12- 2-12 9 12- 2-12 4 18-`'2- 8 10 18- 2- 8 F-4. 00 _4 00, 5 25- 0- 0 11 25- 0- 0 6 0- 0- 0 4-4 2-4 w i EXPIRES i 7-2-11 Still' =0-3-'15 , a ME 30, 1999 $1 N� 1V``2� ?� 69 w V` 25-0-0-� f���`� 12-6-0 6 7 8 10 11 �F C 'O STUB 6 6-3-0 �5-11-19 5-11-12 6-9-8 6-3-0 12-2=12 18-2-8 25-0-0 6/11/9 8 Scale: 3/1611 1' Truswal Systems Plates are 20 ga. unless shown by "1811(18 ga.) or "H"(16 ga.), positioned per Joint Report. 536 ® BARR LUMBER WARNING Rend all notes an this sheet and give a cony of it to the Erecting Contractor. This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TI'I and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor TBF: 65.3 Chk: BG Dsgnr: BG #LC - 2 WO: Customer Name: CHEROKEE TC Live 16.0 pof DurFacs L=1.25 P=1.25 sheathing and the bosom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral TC Dead 14.0 pof P Re Mbr Bnd 1.15 P Yucca Valley ® support of components members only to reduce buckling length. 'Phis component shall not be placed in any environment that will cause the moisture (RFL) content of the wood exceed 199 and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following BC Live' . 0 pof O.C. Spacing 2 - 0- 0 TRUSWAL SYS" TRU NonLparl• Uc, Colo Springs. CO UQ907 standards: "fRUSCOM MANUAL', by'fruswai, 'QUALI'T'Y CONTROL STANDARD FOR MLTAL PIATB CONNECFIiD WOOD TRUSSES' - (QST -88), 'HANDLING INsTALLINO AND BRACING MPTAL mATi! CONNPurliD WOOD TRUSSIS' - (11111-91) and '1110-91 SUMMARY BC Dead 10.0 of P Desi Spec CIBC Design SIICET' by'rpl. 'Phe Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and I:aper 40.0 Def, Criteria: L/240 Tp5. 0 Version 01.12.98 Association (AF -PA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, DC 251036. ITOTAL pof _ r'F'.�i.'3Y•.b . ... n. .. . u:inr. l..e.. arazr,...�♦ ..... ... r.. „a...... a.r ....i,ai.n ... :.. .�.«M: <.. ., .. ,. ob Name: SAME EM X -LCC FEDLT SIZE REQ'D 1 12- 8-12 1000 5.50" 1.50" 2 37- 3- 4 1160 5.50" 1.50" 'IC FCRCE - AXI, aU CSI 1 -671 .01 .20 .20 2 -953 .01 .15 .16 3 -1058 .01 .27 .28 4 -1755 .02" .27 .29 5 -2349 .07'- .25 .32 BC FORCE AXL END CSI 1 .0 .00 .10 .10 2 603 .07 .10 .18 3 603 .07 .14 .22 4 3.592 .19 .18 .37 5 2174 .24 .18 .42 6 2180 .33 .11 .44 1,01 FCRM CSI Y&B FCRCE CSI 1-7 -961 .35 4-10 -790 .66 1-8 874 .76 4-11 361 .31 2-8 -549 .34 5-11 -603 .37 2-10 607 .53 5-32 104 .09 3-10 141 .12 Tp5.0 Version 01.12.98 SAX DEIFX cN (span) 1s/999 IN I'FM 11-12 (LIVE) TF -.07" D= -.10" 71- -.17" = Joirt T x tiaras = 1 0- 0- 0 8 4- 3- 0 2 4- 3- 0 9 6- 6- 0 3 8- 3- 0 10 8- 3- 0 4 13- 6-12 11 13- 6-12 5 18-10- 8 12 18-10- 8 6 25- 0- 0 13 25- 0- 0 7 0- 0- 0 Truswal Systems Plates Are 20 ga. unless shown by "1811(18 ga.) or "H"(16 ga.), TDP CHM 2x4 FL #1 BOT CHM 2x4 FL #1 14 B - 2x4 FL Urff= Draitwe mast be provided to avoid a -d verticals designed for axial loads y. aid verticals that are extended above or belo.� the tries profile (if arry) tray regaixe ad3itia-tal design ea -sideration (by et ) for lateral faces die to wind or seianrc loads on the baildiarg. Truss ID: M6 City: I urwg: THIS IESICN IS TFE Ca4FCI3rIE RE= OF 14MR2 LOAD C:SES. M= VALLES PER I®D WSEl1T2CI-T REFCRr #1607. Traded for 10 PSF rrn-earznavrt BQI,• PLATIN BASH CN C322F%NN IJI'M VALLES. 4-3-0 4-0-0 5-3-12 _ , 5-35-3 6-1-8 4-3-0 8-3-0 13-6-12 18-10-8 25-0-0 4-3-0 4 0 0 16-9-0 1 t2 �3 4 5 6 r 4.00 -4.001 4-4 6-6-11 SHIP =0-3-15 LXPIRES JU F 30, 199' QR DSSip��l .4 �l FyC CIA .2-0-0 -1 15-11-0 t 12-6-0 �7 8 9 10 11 12 13 (P I� STUN @ 4-3-0 8-3-0 13-6-12 18-10-85�25-0-0 CALkFQ$ L 8 Scale: 3/16" 1' Truswal Systems Plates Are 20 ga. unless shown by "1811(18 ga.) or "H"(16 ga.), positioned per Joi t Report. WARNING Read all notes on this sheet and give a,eopy of it to the Erecting Contractor. TBF: 70.7 WO: 536 ® This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done In Chk: BO Custarner Names accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Degnr s BG #LC 2 CHEROKEE LUMBER verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor 16.0 DurFacs L=1.25 P=1.25 ® alley this design meet or exceed the sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for Lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Live psf TC Dead 14.0 s f P Re Mbr Bnd 1.15 P (RFL) content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following BC Live ' .0 po f O.C. Spacing 2- 0- 0 TRUSWAL SYS ,m, 4445 Nortbpark Dr., Colo Springs, CO 80907 standards: TRUSCOM MANUAL', by Truswal, 'QUALITY CONTROL STANDARD FOR MDTAL PL.ATD CONNi!cm) WOOD TRUSSFS' - (QST88), 'iANDLINO INSTALLING AND BRACING MfrA,1LArl7 CONNLCIfD WOOD TRUSSES' • (IIIDAp and'1111)-91 SUMMARY BC Dead i 10.0 psf Design SPeo UBC SIIHE'r' by'rl'1. TheTruss i'late Institute (TPI) is locoed at 581 D'Onofrio Drive, Madison, Wisconsin 53719. The Amerism Forest and Paper I Def. t2riteria: W240 Tp5.0 Version 01.12.98 Association (APPA) is located at 1230 Connecticut Ave, NW, Ste 200, Washington, DC 2(1)36. TOTAL 40.0 pef M ob Name: SAME EM X -LCC RFACr SIZE RE,Z'D 1 12- 8-12 1000 5.50" 1.50" 2 37- 3- 4 1160 5.50" 1.50" 7C - FaKE AXL END (SI 1 -419 .00 .07 .07 2 -920 .01 .15 .15 3 -920 .01 ,..15 .15 4 -1306 .01.. .19 .20 5 -1831 .03 .19 .22 6 -2380 .06 .19 .25 DC FCRCE AXL HID CSI 1 0 .00 .07' .07 2 374 .05 .08 .13 3 1193 .14 .08 .23 4 1.193 .14 .12 .26 5 1731 .20 .12 .32 6 2209 .33 .07 .40 7 2214 .33 .08 .42 VM FCFCE CSI FEPB FQ3'E CSI 1-8 -981 .36 4-12 489 .43 1-9 859 .75 5-12 -667 .43 2-9 -705 .34 5-13 301 .26 2-10 858 .75 6-13 -493 .24 3-10 -252 .12 6-14 74 .177 4-10 -430 .31 MX IglFxrlCN (gam's) LV999 IN MEI4 13-14 (LIVE) LF -.07" D= -.10" T-- -.17" Join In�ntians = 1 0- 0- 0 9 2- 3- 0 2 2- 3- 0 10 6- 3- 0 3 6- 3- 0 11 7- 6- 0 4 10- 3- 0 12 10- 3- 0 5 14-10-12 13 14-10-12 6 19- 6- 8 14 19- 6- 8 7 25- 0- 0 15 25- 0- 0 8 0- 0- 0 'IDP (IIIA 2x4 FL #1 Bor arm 2x4 FL #1 V01 2x4 FL UI7 M Ilrairage trust be pruAded to avoid BrI3 verticals designed for Al 1. ally. a -id verticals that are extgrIed above or below the truss profile (if arty) tray re4uxe additional design otousideratirn (by others) for lateral forces die to %,r 0: seismic loads an the b-dldire. I Truss ID: M7 Qt0 'THIS mim LS mE aNFmrIE FesmT cF KILT " M10 CASES. PLATE VALIES EER IC90 RE301FCH RMUZr #1607. Loaded for 10 PSF "amen-ctlnatrnrt BOIL. RATING EASED CN GWENQ LLMER VALLES. 2-3-04-0-0 4-0 _ 0 1 4-7-12 4-7-12 i 5-5-8 2-3-0 J 6-3-0 10-3-0 14-10-12 19-6-8 25-0-0 �2 1 0 8-0-0- 14-9-0 1 2 3 44 5 6 7 4 00 -4.00, 2-4 a =.3-3 5- 12-6-0 .8 9 10 11 12 13 14 15 S1'U11 2-3-0 i 4-0-0� 4-0-04-7_112 4-7-12 1 5-5-8 -I 2-3-0 6-3-0 10-3-0 J 14-10-12 _ 19-6-8 25-0-0 Drwt;: I t. .. 5-10-114. EXPlRE5 JI SHIP P �S IN %Vll 4L CALI5N\P V 671198 Scale: 3/16" 1' Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Joint Report. ® BARK LUMBER WARNING Rend all notes on this sheet and give a copy of it to the Erecting Contractor.TBF: This design is for an individual building component. It has been based on specifications provided by the component manufacturer and dune in accordance with the current versions of TPI and AFI'A design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertabt that the loads utilized on this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor 72.7 Chk: BO Dsgnr t BCI #LC = 2 WO: 536 Customer Name: CHEROKEE TC Live 16.0 psf DurFacs L=1.25 P=1.25 sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral Dead 14.0 sf Re Mbr Bad 1.15 ® Yneea Valley support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture P P (RFL) content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following BC Live .0 psf O.C. Spacing 2- 0- 0 TRUSWAL SYSTEMS 4445 Northpark Dr.. Colo Springs, co 80907 standards: TRUSCOM MANUAL', by'rruswal, 'QUALI'T'Y CONTROL STANDARD FOR Ml, rAL PI -ATI? CONNECTED wool) TRUSSES' - , , (QST -88). 'l1ANDLING INSTALLING AND DRACINO METAL PL.A'rl. CONNE(."f1iD 1VOOD'fRUSS1.S' - (11111AI) mrd '1110.91 SUMMARY BC Dead 10.0 of P Desi Spec UBC Design SIMET' by TPI. The Truss I'late Institute (1111) is located at 5113 D'Oniofrio Drive, Madison, Wisconsin 53719. The Ameriam Forest and Paper Def. Criteria: 14/240 Tp5.0 Version 01.12.98 Association (MPA) is located at 1250 Connecticut Ave, NXV, Ste :00, Washington, DC 2(X)36. TOTAL 40.0 pof r r r job Name: SAME BFr. X -IDC RSACT SIZE RE2'D 1 12- 8-12 1000 5.50" 1.50" 2 37- 3- 4 1160 5.50" 1.50" TC bCRM AXL EM CSI 1 -782 .01 .17 .17 2 -1253 .01 .17 .18 3 -1253 .02 .13 .14 4 -1540 .02.-. .13 .15 5 -2031 .04.• .12 .17 6 -2402 .05 .15 .20 BC RRCE AXL END CSI 1 0 .00 .11 .11 2 817 .10 .11 .21 3 817 .10 .08 .18 4 1423 .17 .10 .27 5 1869 .28 .04 .32 6 2235 .34 .08 .42 7 2238 .34 .08 .41 lm KIRKE CSI WEB KWE CSI 1-8 -962 .36 4-12 421 .37 1-9 1151 1.00 5-12 -557 .27 2-9 -757 .28 5-13 249 .22 2-11 656 .57 6-13 -374 .14 3-11 -238 .09 6-14 46 .04 4-11 -244 .15 IW LERFSTICN (spam) W999 IN KM 12-13 (LIVE) IF -.07" D= -.10" T= -.17" Join Lccaticns -- 1 0- 0- 0 9 4- 3- 9 2 4- 3- 9 10 6- 6- 0 3 8- 2- 7 11 8- 2- 7 4 12- 3- 0 12 12- 3- 0 5 16- 2-12 13 16- 2-32 6 20- 2-.8 14 20- 2- 8 7 25- 0- 0 15 25- 0- 0 8 0- 0- 0 'IDP t7um 2x4 FL #1 BOT CEM 2x4 FL #1 V B 2x4 FL UPI -M CUE ELK 2x4 FL UCILPIY Goble blocks are 2x 4 © 16.0 indias o.c. < AMITICNAL, LCAD CIMEOM ZCNS I %Y BE > < RaY= IF SHD MG IS ATPAC H D TO > < ME FACE. LCACS MSP BE VERIFIED! > =use adegaate staples for gahle blocks. C�Inle blocks nay rec} . lateral bracing dee to wind aFpla.ad to the face. See Truswals gable laacrrg detail (s) . Lateral l in with the ayrds have rot been oansidaied unless rnted otherwise. 'Drew lands earl their com actions are the resporwibility of the building designer. Truss ID: M8 Qty: THIS EMICN IS THE 0341CSITE RE%W OF RASE VAIIES PER ICBO Fd f REKZP #1607. Traded for 10 PSF non-canaurant BCI,. nrahjaxr- trust be ptv✓ided to avoid pandirr3. PLATIlT; BASED CN GEW UPEER VAI.LES. &1 verticals designed for axial leads only. Ehd verticals that are extencled above a7 below the truss profile (i£ arty) may re4u- adii.tianal design mv3ideratirn (by otlr3:s) fors lateral fo oes the to wird or seismic I oads an the h Alding. 4-3-9 33-1013 ,, 4-0-9, .:• 3-11-12 3-11_ 12 4-9-5 4-3-9 8-2-7 12-3-0' 16-2-12 20-2-8 25-0-0 12-0-0 2 3' 4 5 t 6 7 4.00 Drwim i EXPIRES tJI 4o' 199 2-4 2..Ii-s 12-6-0 8 9 11) 11 - 12 13 14t 1 S 4-)_ 8 J '4 � V � �Q STUB 4-3-_9 i 3-10-13 4-0-9 1 1-11-12 i 3-11-12�, D 4-3-9 8-2-7 12-3-0 16-2-12 20-2-8 25-0-0 AL1EO�t1 6/11/98 TYPICAL PLATE 1-3 Scale: 3/16" 0 1' Truswal Systeme Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Joint Report. WARNING Rend all notes on this sheet and give a cony of it to the Erecting Contractor. TBF: 115.3 WO: 536 ® This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in Chk t BG Customer Name: accordance with the current.versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are lobe Dsgnr t BG #LC o 2 CHEROKEE verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on TC Live 16.0 pe f DurFacs L=1.25 P=1.25 BARR LUMBER this design meet or exceed the loading Imposed by the local building code. It is assumed that the top chord is Laterally braced by the roof or floor alley ® sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. !)racing shown is for Lateral support of components members only to reduce buckling length. This component shall no be placed in any environment that will cause the moisture TC Dead 14.0 e f P Re 19nr Bnd 1.15 P p RFaL) content of the wood exceed 197 and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following BC Live .0 psf O.C. Spacing 2- 0- 0 TRUSWAL SYSTEMS 4445 Nonbpari Dr.. Colo Spring.. CO 80907 4445 standards: 'TRUSCOM MANUAL', by Truswal, 'QUALITY CONTROL. S'T'ANDARD FOR MF PLATE CONNITCTGD WOOD'f RUSSf!S' - > > - (Qs -RN), 'IIANDI-TNG INS'fALLINO AND BRACING M(?'fAl. PIA'1'C CONNLCfLD WOOD TRUSSES' • (11111AI) and'IIIII.9L SUMMARY BC Dead 10.0 sf P Desi Spec UBC Design SIIFET' by'rpi. The Truss Plate Institute (m) is located at 581 D'Onofrio Drive, Madison, Wisconsin 53719. The American forest and Paper Def. Criteria: 14/240 TpS. 0 Version 01.12.98 Association (APPA) is lncnted at 1150 Connecticut Ave, NW, Ste 200, Washington, DC ?1016 - TOTAL 90.0 psf Job Name: SAME " EM k -LCC RFTLT SIZE REQ'D 1 0- 1-12 333 3.50" 1.50" 2 2-10- 4 333 3.50" 1.50" TC FAM EM CSI 1 -200 .00 .07 .07 2 -200 .00 .07 .07 BC KIREE AXI,.'* BND CSI 1 196 .03. .11 .14 KkX EEFIFI CN (qp�m) ' 1/999 IN 1,¢74 4-5 (LIVE) L. .00" D= .00" T`= .00" - Joirt Lic atime = 1 0- 0- 0 4 0- 0- 0 2 1- 6- 0 5 3- 0- 0 3 3- 0- 0 TOP arm 2x4 FL #1 BoT CI-LFm 2x4 FL #1 PLATIM BASED CN GEER LIDEIER VAUFS. Truss ID: N tjtY: PLATE VAUES Fm ICBG REsMKH REI7CRr #1607. renes bracing ieregAixed (by others) to prpre-t- rctatiwtc� See HIB -91 and jNSI/IPI 1-1995; 10.3.4.5 an -id 10.3.4.6. 1-6-0 1-6-0 -6-0 3-0-0 1-6-0 1-6-0 ; 1 t2 3 .00 -4.00 3-4 T3-4 3-4 _ 0-9-1 1 10-3-15 ---------LCAD WSE #1 EENIM ICADS ---------------- Dir L.Plf L.1- R.Plf R.Lx 114M TC Vet 60.0 0- 0- 0 60.0 3- 0- 0 .53 BC Vett 10.0 0- 0- 0 10.0 3- 0- 0 .00 Type... Lbs X.Lx LLV`1L BC Vest. 62.4 1- 6- 0 1.00 BC Vert 74.1 1- 6- 0 .00 h 31' -11 EXPIAES JU 30, 1999 SHIT' PR ESsD.� IONS F l ti� m ,.�wn�.�a.>_. . .... a . ' i .+.4r7ki«.,i 6::S.:.a ...-..r.-.. ...- .. .. ..,i:.r:'i.•t'St,'?.J ....M.'.e�f': .....•,�v .. .. _ . 69 2-0-0 ; 136.# 2-0-0 Y' I- 3-0-0 9 $ s C 3-11-0 " 3-0-0 OF CALIF . e;' i 6 1/98 Scale: 23/32" = 11 Truswal Systems Plates are 20 ga.,unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Joint Report. WARNING Rend all notes on this sheet and -hive a.cow of it to the Erecting Contractor. TBF: 8.0 WO: 536 ® This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in Chk: BG Customer Name: accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Dsgar t BG #LC = 0 CCSERO= verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the Inds utilized on TC Live 16.0 ps f DurFacs L-1.25- P=1.25 BARR LUMBER this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor ®Yneea Valley sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 14.0 sf P Re Mbr Bad 1.00 P (RFL) content of the wo6d exceed 19% and/or cause connector plate corrosion. Fabricate, h mdle, install and brace This truss in accordance with the following BC Live . 0 ps f 0. C. Spacing 2- 0- 0 TRUSWAL SYSTEMS 4443 Nonbpark Dr., Colo Springs, CO 80907 standards: 'TRUSCOM MANUAL', by Truswal, 'QUALI'T'Y CON'T'ROI. STANDARD FOR METAL III -ATE CONNLcrFD WOOD TRUSSES' - + r 1 1 (QS'f-FSR), 'iIANDLINO INSTALLING AND BRACING MLTAI. 1'ISTI. C9NNf.CI'LD WOOD'1'RUSSLS' - (IIIIfJp and'IIIB-)I SUMMARY BC Dead 10.0 s f P Desi Spec UBC 9a SIILLT' by'rPi. The Truss plate Institute (rPp is located at 50 D'Onofriu Drive, Madison, Wisconsin 53719. -Thc Amerism Forest and Paper Def. Ckiteria: L/240 Tp5. 0 Version 01.12.98 Assnccuion (APPA) is located at 1250 Connecticut Ave, NW, Ste 20f), Washington, DC 2(X)16, TOTAL j 40.0 psf ,.�wn�.�a.>_. . .... a . ' i .+.4r7ki«.,i 6::S.:.a ...-..r.-.. ...- .. .. ..,i:.r:'i.•t'St,'?.J ....M.'.e�f': .....•,�v .. .. _ . I` a 1 1 I 1 1 1 1 1 1 1 1 1. 1 1 �G\NEER \ i C! ui X 2: oZ Vo �lS193H I' 1 . l_w4 -02 IIF drop v¢r t s c.l a �onnacted with 1 .-6 x 3 p l otc . 2. OPTION. Drop vnri.svla mey be scabbed on Olde wiLh 4-16d noels 3. OPTION, USE 5-1& GAUGE' 3" LONG STAPLES INSTEAD 'OF PLATES. TRUSS CHORD EXTENSION MUST BE #2/BETTER MATERIAL. THIS:DETAIL APPLIES FOR ANY LOAD UP TO 50 PSF TOTAL TOP:CHORD LOAD. TRUSS DESIGN NOT SHOWN. ALSO SEE HIP FRAMING DETAIL•SHEET FOR OTHER APPLICABLE DETAILS. *TOP CHORD OF TRUSS MUST BE LATERALLY BRACED AS SHOWN ON TRUSS DESIGN SHEET. e FILE NO. EXTENSION DETAIL DATE: 10-22-90 REF.: DES. BY: L.M. CK,. BY: 3850 F.. MIFIALOMA AVE. ANAHEIM, CA. 92906 rrESS/O,v ar M ir. ; B2 e I .. �?: =• j17./.11/90 -I3" \ (Z' IVII, � �. OF CAk- .-' .A TRMTSWATA �Vij�YA.�►(�nra�.-�4A .`.sit �.�'Y:i Allcrnate Stud Connection with Suply/ - \lyp. Stud NUT): Vent Mocks may be omilteJ ... Connection • _ _. _ . .. :,. .._ , where no vent Is required. \ DESICN FOR TYPICAL CAIILE END TRUSS U-24; T-74 1" Crown 1 1/4"1on9 - Y g ' D-2. $/I - T-21 or equalto 1 u I� o 12 --1 e varies t1 M I o to D-24. T-24 N D-24. T-]4 Varles BLE END TRUSS /ICA to suit vent or outlooker 2-160 nail Cutout for 2:4 laid flat Cutout for 2x4 laid flat per building lana) (Spa in# per building plans S10,4 ��� TRUSS pe��� IT(Spacing ZOdnall,,,,Truss 1 1+�Ut4 t Add-on with 6d nails at 16"o. c. 2-16d nailsti! (by builder) dull "OFF STUD'tUTOUTS ON STUD"CUTOUTS � e� cats=-�• • DETAILS FOR 2 : 4 OUTLOOKERS Piste -fine CABLE END BRACING t nwwrtts.rntawn.►�w.lw«+ww..eut../ t...........a........�..�....r....: r.r 110. Cable End Truss wr.t.1.-..rwl..m-rr.t..:.....a.lr..r...t..+«.1.......-....+..Ir.u-..a■.............�..........Ir....�.•....«...+....r ITRUSWALFUe Date: 12/4/714�t�" I....rw�wY7:.«er.am.»-..v.�t..l...,.....rl-.....,w......1►........�. awl0wu16MUWP.an0«a41, RONEL DET�017 AtI' Dea.D JN Ck.D ♦lams—.rti�w--s-L%41—.1+nd..Ir-y rtt.....rr..rr.w...le..naaw........... /Lw O'wo..Uel.r..w.r�w.ww^ ATLANTA y y• 1►rt.�.......a�mt......-w... t... ..IMwO... .Y ----w. 111. Y--«.�. w-.a—&CIO.•-1O1 IIM11.. M 2-0-0 2-0-0 lob Name: SAME EM X -IOC FFA SIZE REQ -D 'IOP GIRD 1 0- 1-12 280 3.50" 1.50" BOr CKM 2 .2-10- 4 280 3.50" 1.50" 'IC F= AYL END GSI 1 -124 .00 .02 .02 2 -123 .00 .02 .02 k I=' AXL• F4-1) CSI 1 115 .02' .02 .04 IW LFfIECTICN (spit) ' 3-0-0 3-0-0 1.r/999 IN IC4 4-5 (LIVE) LF .00" D= .00" rp— .00" Join Laatione = CALIFO�*0 1 0- 0- 0 4 0- 0- 0 2 1-6-0 5 3-0-0 98 3 3- 0- 0 a Truss ID: N 1 Qty: 1 Drwg: 2x4 FL #1 pI.A'IE VAUR3 FER ICBG FEMTI IEFCRr #1607. 2x4 FL #1 RATIM BASED CN GREEN IIDE¢R VAUES. 1-6-0 1-6-0 1-6-0 3-0-0 1-6-0 1-6-0 t 1 �2 3 F-1 3-4 3.4 3-4 IO -3l! -II SHIP -EXPIRES 30, 1999 4 2-0-0 2-0-0 f V 3-0-0 4 5 3-0-0 3-0-0 F CALIFO�*0 98 a Scale: 23/32" 11 Truswal Systeme Plates are 20 ga. unless shown by 111811(18 ga.) or "14"(16 ga.), positioned per Joint Report. WARNING Read all notes on this'sheet and give a'copy of it to the Erecting Contractor. TBFt 8.0 WOt 536 ® This design is for an individual building component. It has been based on sp'ecificalions provided by the component manufacturer and done in Chk: BG , Customer Natne t accordance with the current versions of Till and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are lobe I: Dsgnr s BG #LC o 0 ' CHEROKEE verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on BARR LUMBER this design meet or exceed the loading imposed by the local building code. Itis assumed that the top chord is laterally braced by the roof or floor TC Live 16.0 pof DurFacs L-1.25 P=1.25 heathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral TC Dead; 14.0 pof Rep Mbr land 1.15 ® Yucca Valley support of components members only to reduce buckling length. This component shall not be placed m any environment that will cause the moisture (RFL) - content of the wood exceed 1990 and/or cause connector plate corrosion. f+abriwlct handle, install and brace this truss in accordance wish the following BC Live .0 pof O. C.Spacing 2- 0- 0 TRUSWAL SYSTEMS 4445 Nortbprerk Dr.. Colo Springs. CO 80907 standards: 'TRUSCOM MANUAL', by Truswal, 'QUALI'T'Y CONTROL STANDARD FOR MIi'rAL PLATE CONNLCr13D WOOD TRUSSIlS' - , , t (QS'f-88), '11ANDLINO INSTALLING AND BRACING MC'rAl. Plr�'fB CONNLCI'LD WQOD'fRUSSLS' - (11111.91) attd'IIID-91 SUMMARY BC Dead 10.0 of P Desi Spec -UBC Design SIIrFT' by TPI. The Truss Plate Institute (TPI) is located al 583 D'Onorrio'Drive, Madison, Wisconsin 53719. The American Forest and Paper D --f. CYIteria: I4/240 Tp5.0 Version 01.12.98 Association (AFPA) is located at 1250 Connecticut. Ave, NW, Ste 200, Washington, DC 20036. ITOTAL 40.0 pof gITLf 44 OLCOUTIOnS t 1 'I 1 1 1 1 1 1 Carole Christensen ,Analyst. TITLE -24 ENERGY CALCULATIONS June 8,1998 ENERGY CALCULATIONS FOR: Cherokee Homes 73-.180 Hwy 111 Palm Desert, CA 92260 { PROJECT: Alfini Residence Lot 36, The Enclave ' 3685sq.ft. Custom Home Palm Desert, CA Standard Proposed Compliance 38.27 37.73 .+0.54 Three HVAC Zones - 24.7% fenestration Dual glazing, Vinyl framing, Tint; Lt Blinds Walls R-19, Roof R=38 Duct R-4.2; Zones 1 and 3 AFUE 80; A/C SEER 12.00; Zone 2 - AFUE .80; A/C SEER 11.00 One 75 gal gas water heater, RecircTimeTemp, R-12 wrap One 50 gal gas water heater, EF .60, R-12 wrap Table of Contents CF -1R MF -IR C -2R C -3R HVAC Sizing CF -6R IC -1 ' 47-596 Lake Canyon Drive, Aguanga, CA 92536 1-800-735-8152 Member CABEC - California Association of Building Energy Consultants CERTIFICATE OF COMPLIANCE: RESIDENTIAL roject Title.......... roject Address. ...... 'I Documentation Author... ,Climate Zone...... • Compliance Method. f Alfini Residence' Lot36 Enclave Mtn Est. ******* La Quinta, CA *v4.51* Carole Christensen ******* Carole Christensen 47-596 Lake Canyon Drive Aguanga, CA 92536 800-735-8152 15 Page 1 CF -1R Date........ 06/08/98 Building Permit Plan Check Date Fie C ec Date ..... MICROPAS4 v4.51 for 1995 Standards by Enercomn T n e- MICROPAS4 v4.51 File-ALFINI Wth-CTZ15S92 Program -FORM CF -1R User#-MP1017 User -Carole Christensen Run-DrpVb80AC12R19.38.4 50/75 ' GENERAL INFORMATION 1 Conditioned Floor Area..... 3685 sf Building Type .............. Single Family Detached Construction Type New Building Front Orientation. Front Facing 20 deg (N) Number of Dwelling Units... 1. Number of Stories.......... 1'- Floor Construction Type.... Slab On Grade Glazing Percentage......... 24.7 0 of floor area Average Glazing U -value.... 0.67 Btu/hr-sf-F 'BUILDING SHELL INSULATION r^omponent Frame Type Type Cavity Sheathing Insul R -value R -value R -value Assembly U -value Location/Comments Wall toof S1abEdge labEdge labEdge Wood Wood n/a n/a n/a R-17.8 R-0 R-11 R-27 R-0 R-n/a R-0 R-n/a R-0 R-n/a R-17.8 R-38 R-0 R-0 R-0 0.065 front, left, back right, to mech' 0.025 Attic, attic 0.900 To Outside 0.720 To Outside 0.550 To mech, To Garage SlabEdge all oor n/a Wood n/a R-0 R-n/a R-17.8 R-0' R-0 R-n/a R-0 R-17.8 R-0 to garage 0.500 To Garage, to 0.064 to garage 0.330 to garage garage FENESTRATION Orientation # of Area U- Pan- (sf) Value es Interior Shading/ Description Over Exterior hang/ Shading Fins - Framing Type Window Window indow indow indow Window- oor indow indow Window oor indow Front (N) Front (N) Left (E) Left (E) Left (E) Left (E) Back (S) Right (W) Right (W) Right (W) Front (N) Front (N) 38.5 0.570 2 14.0 0.570 2 6.0 0.570 2 24.0 0.720 1 30.0 0.720 1 36.0 0.570 2 72.0 0.550 2 18.0 0.570 2 18.0 0.570 2 25.0 0.570 2 48.0 0.550 2 15.0 0.570 2 Blinds.Lt Blinds.Lt Blinds.Lt None None Blinds.Lt Blinds.Lt Blinds.Lt Blinds.Lt Blinds.Lt Drapes.Std Drapes.Std None None None None None None None None None None None None Bldg Shade None Bldg Shade None None None None None None None None None VinylDiv VinylDiv Vinyl None None Vinyl Vinyl Vinyl Vinyl Vinyl Wood Vinyl t CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R roject Title.......... Alfini Residence Date........ 06/08/98 MICROPAS4 v4.51' File-ALFINI Wth-CTZ15S92 Program -FORM CF -1R User#-MP1017 User -Carole Christensen Run-DrpVb80AC12R19.38.4 50/75 FENESTRATION # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing rientation (sf) Value 'es'. -Description- Shading Fins Type indow Front (N) 64.0 0.570 2 Blinds.Lt None None VinylDiv Window Front (N) 24.0 0.570 2 Blinds.Lt None None VinylDiv oor Back (S) 160.0 0.550 2 Blinds.Lt None None Vinyl indow Left (E) 44.0 1.190 1 Blinds.Lt Bldg Shade None Metal indow Back (S) 64.0 1.190 1 Blinds.Lt Bldg Shade None Metal Window Right (W) 44.0 1.190 1 Blinds.Lt Bldg Shade None Metal oor Back (S) 64.0 0.550 2 Blinds.Lt Bldg Shade None Vinyl oor Back (S) 72.0 0.550 2 Blinds.Lt Bldg Shade None Vinyl indow Right (W) 15.0 0.600 2 Blinds.Lt None None Vinyl indow Right (W) 15.0 0.600 2 Blinds.Lt None None Vinyl THERMAL MASS , 1 Area Thickness Type Exposed (sf) (in) Location/Comments SlabOnGrade Yes 154 3.5 bath'3 SlabOnGrade Yes 713 3.5 Hard surface SlabOnGrade Yes 1025 3.5 Hard surface SlabOnGrade No 1127 3.5 Framing/carpet/cabinets SlabOnGrade No 513 3.5 Framing/Carpet/cabinets SlabOnGrade No 153 3.5 Framing/Carpet/cabinets HVAC SYSTEMS Minimum.' Duct Duct Thermostat Equipment Type Efficiency Location R -value Type Furnace 0.800 AFUE Attic R-4.2 Setback ACSplit 12.00 SEER Attic R-4.2 Setback Furnace 0.800 AFUE Attic R-4.2 Setback ACSplit 11.00 SEER Attic R-4.2 Setback Furnace 0.800 AFUE Attic R-4.2 Setback ACSplit 12.00 SEER Attic- R-4.2 Setback wank Type �DHW Large I HW2 torage 1 WATER HEATING SYSTEMS Heater Type Distribution Type Gas Recirc/TimeTemp Gas Standard Number Tank in Energy Size System Factor (gal) 1 .829 RE, 75 1 0:60 EF 50 External Insulation R -value R-12 R-12 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R oject Title.......... Al fini Residence Date........ 06/08/98 MICROPAS4 v4.51 File-ALFINI •Wth-CTZ15S92 Program -FORM CF -1R User#-MP1017 User -Carole Christensen Run-DrpVb80AC12R19.38.4 50/75 SPECIAL FEATURES/REMARKS COMPLIANCE STATEMENT 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, and the administrative regulations to implement them. This certificate has been signed by the individual with �overall design responsibility. When this certificate of, compliance is submitted for a single building plan to .be built in multiple orientations, any shading feature that is varied is indicated -in the Special Features/ Remarks section. DESIGNER or OWNER 'Name.... Don Howard Company. Cherokee Homes Address. 73-180 Hwy 111 Palm Desert,CA 92260 Phone... (760) 341-0920 'License. Signed.. ate ENFORCEMENT AGENCY Name.... Title. Agency.. iPhone.... Signed. ate 1 1 DOCUMENTATION AUTHOR Name.... Carole Christensen Company. Carole Christensen Address. 47-596 Lake Canyon Drive Aguanga, CA 92536 Phone... 800-735=8152 Signed.. ate r� t r MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION I DESIGNER ENFORCEMENT Building Envelope Measures: • §150(a): Minimum R-19 ceiling insulation. § 150(b): Loose fill insulation manufacturer's labeled R -Value. • § 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). • §150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in raised concrete floors. § 150(1) : Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate / no greater than 2.0 perm/inch. § 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. § 116-17: Fenestration Products, Exterior Doors, and Infiltration/Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Manufactured fenestration products have label with certified U -value, and infiltration certification. 3. Exterior doors and windows weathersuipped; all joints and penetrations caulked and sealed. § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. §1500: Special infiltration barrier installed to comply with § 151 meets Commission quality standards. §150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilot lights allowed. 1✓ Space Conditioning, Water Heating and Plumbing System Measures: §110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. § 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. § 150(i): Setback thermostat on all applicable heating and/or cooling systems. §1500): Pipe and tank insulation I. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R4 or greater) 2. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 3. All buried or exposed piping insulated in recirculating sections of hot water systems. 4. Cooling system piping below 55° F insulated. S. Piping insulated between heating source and indirect hot water tank. • §150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 601 and 603; ducts insulated to a minimum installed R4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have back draft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. § 114: Pool and Spa Heating Systems and Equipment. 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36" of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. ,� ii✓ § 115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) Lighting Measures: §150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures are IC (insulation cover) approved. Revised March 1, 1996 s COMPUTER METHOD SUMMARY Page 1 C -2R 4 roject Title.......... Alfini Residence Date. 06/08/98 roject Address........ Lot36 Enclave Mtn Est. ******* La Quinta, CA *v4.51* documentation Author... Carole Christensen ******* Carole Christensen 47-596 Lake Canyon Drive Aguanga, CA 92536 800-735-8152 alimate Zone........... 15 Building Permit —79 Plan Check Date Field Check/ Date Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. t t t MICROPAS4 v4.51 File-ALFINI Wth-CTZ15S92 Program -FORM C -2R User#-MP1017 User -Carole Christensen Run-DrpVb80AC12R19.38.4 50/75 MICROPAS4 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance° (kBtu/sf-yr) Design Design Margin Space Heating.......... 2.55 3.11 -0.56 Space Cooling........... 28.63 27.04 1.59 Water Heating.......... 7.09 7.58 -0.49 Total 38.27 37.73 0.54 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area ............. Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Ceiling Height..... 3685 sf Single Family Detached New Front Facing 20 deg (N) 1 1 ReducedYear Slab On Grade 3 41182 cf 3685.sf 3685 sf 3685 sf 24.7 % of floor area' 0.67 Btu/hr-sf-F 11.2 ft BUILDING ZONE INFORMATION # of . Dwell Cond- Thermostat Units itionedType 0.35 Yes Setback 0.33 Yes Setback Vent Special Height Vent Area (ft) (sf) 2.0 n/a 2.0 n/a Floor Area Volume Zone Type (sf) (cf) ONE Residence 1281 12810 ZONE esidence 1226 15509 # of . Dwell Cond- Thermostat Units itionedType 0.35 Yes Setback 0.33 Yes Setback Vent Special Height Vent Area (ft) (sf) 2.0 n/a 2.0 n/a COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... Alfini Residence Date........ 06/08/98 MICROPAS4 v4.51 File-ALFINI Wth-CTZ15S92 Program -FORM C -2R User#-MP1017 User -Carole Christensen Run-DrpVb80AC12R19.38.4 50/75 n Zone Type 3ZONE Residence I BUILDING ZONE INFORMATION Floor Area Volume (sf) (cf) # of Dwell Cond- Units itioned Vent Special Thermostat Height Vent Area Type (ft) (sf) 1178 12863 0.32 Yes Setback 2.0 n/a OPAQUE SURFACES Surf ace Area (sf.) 1ZONE Surface 1 Wall 148 2 Wall 564 3 Wall 158 4 Wall 217 5 6 Wall Wall 42 90 7 Roof 1281 2ZONE 3'ZONE i Wall 93 ,15 6 Wall 130 17 Wall 93 18 Wall 40 9 Wall 157 0 Wall 40 21 Wall 241 2 Door 24 3 Roof 1226 ZONE 20 _ 24 Wall 165 to mech Wall 40 C5 6 Wall 27 7 Wall 63 28 Wald 97 No Wall 255 t9 O Roof 1178 U- Insul Act Surface Solar 1ZONE Location/ 8 SlabEdge R-val 10 SlabEdge Tilt 12 SlabEdge Reference 13 SlabEdge R-0 2ZONE 17.8 9 SlabEdge 90 11 SlabEdge W.19.2X6.16 14 SlabEdge 0.065 3'ZONE i 90 U- Insul Act No Solar Form 3 Location/ value R-val Azm Tilt Gains Reference Comments R-0 0.065 17.8 20 90 Yes W.19.2X6.16 front 0.065 17.8 110 90 Yes W.19.2X6.16 left 0.065 17.8 200 90 No W.19.2X6.16 , back 0.065 17.8 290 90 Yes W.19.2X6.16 right 0.065 17.8 290 90 No W.19.2X6.16 right 0.065 17.8 20 90 No W.19.2X6.16' to mech 0.025 38 n/a 0 Yes R.38.2X4.24A Attic 0.065 17.8 20 90 No W.19.2X6.16 front 0.065 17.8 20 90 Yes W.19.2X6.16 front 0.065 17.8 200 90 Yes W.19.2X6.16 back 0.065 17.8 110 90 Yes W.19.2X6.16 left 0.065 17.8 110 90 Yes W.19.2X6.16 left 0.065 17.8 290- 90 Yes W..19.'2X6.16 right 0.064 17.8 20 90 No GWALL.R19 to garage 0.330 0 20 90 No None, to garage 0.025 38 ' 'n/a 0`Yes R.38.2X4.24A Attic 0.065.17.8 20 90 No W.19.2X6.16 to mech 0.065 17.8 20 90 Yes W.19.2X6.16 front 0.065 17-.8 110 90 No W.19.2X6.16 left 0.065 17.8 200 90 No W.19.2X6.16 back 0.065 17.8 290 90 No W.19.2X6.16 right 0.0.65 17.8 290 90 Yes W.19.2X6.16 right 0.025 38 n/a 0 Yes R.38.2X4.24A attic PERIMETER LOSSES Length F2' Insul (ft) Factor R-val Solar Gains Location/Comments 3 0.900 R-0 No To Outside 138 0.720 R-0 No To Outside 9 0.550 R-0 No To mech 13 0.550• R-0 No To Garage. 14 0.900 R-0 No To Outside 54 0.720 R-0 No To Outside 14 0.500 R-0 No To Garage I COMPUTER METHOD SUMMARY Page 3 C -2R NProject Title.......... Alfini Residence Date........ 06/08/98 MICROPAS4 v4.51 File-ALFINI Wth-CTZ15S92 Program -FORM C -2R User#-MP1017 User -Carole Christensen Run-DrpVb80AC12R19.38.4 50/75 Length Surface (ft) 31 SlabEdge 32 SlabEdge 33 SlabEdge # of Area Pan- turface (sf) es 1ZONE 1 Window 2 Window 3 Window 4 Window 5 Window 6 Window 7 Door 8 Window 9 Window 0 Window .2 ZONE U21 Door Window 13 Window CWindow 5ONE Door 16 Window Window 8 Window 7 C9 Door 20 Door 91Window 2 Window 1 87 10 7 PERIMETER LOSSES F2 Factor 0.720 0.550 0.500 Insul Solar R-val Gains Location/Comments R-0 No To Outside R-0 No to garage R-0 No to garage FENESTRATION SURFACES Vent Frame Open Type Type SC SC Interior U- Act Glass Int Shading/ value Azm Tlt Only Shade Description 38.5 2 VinylDiv Fixed 0.570 20 90 0.64 0.58 Blinds.Lt 14.0 2 VinylDiv Fixed 0.570 20 90 0.64 0.58 Blinds.Lt 6.0 2 Vinyl Fixed 0.570 110 90 0.64 0.58 Blinds.Lt 24.0 1 None Fixed 0.720 110 90 0.72 0.72 None 30.0 1 None Fixed 0.720 110 90 0.72 0.72 None f 36.0 2 Vinyl Fixed 0.570 110 90 0.64 0.58 Blinds.Lt 72.0 2 Vinyl Slider 0.550 200 90 0.64 0.58 Blinds.Lt F 18.0 2 Vinyl Fixed 0.570 290 90 0.64 0.58 Blinds.Lt 18.0 2 Vinyl Fixed 0.570-290 90 0.64 0.58 Blinds.Lt .25.0 2 Vinyl Fixed 0.570 290 90 0.64 0.58 Blinds.Lt 48.0 a 2 Wood Hinged 0.550 20 90 0.64 0.78 Drapes.Std 15.,Or 2 Vinyl Fixed 0.570 20 90 0.64 0.78 Drapes.Std 64.0 2 VinylDiv Fixed 0.570 20 90 0.64 0.58 Blinds.Lt 24.0 2 VinylDiv Fixed 0.570 20 90 0.64 0.58 Blinds.Lt 160.0 2 Vinyl Slider 0.550 200 90 0.64 0.58 Blinds.Lt '-44.0 1 Metal Fixed 1.190 110 90 0.88 0.58 Blinds.Lt ;•64.0 .1 Metal Fixed 1.190 200 90 0.88 0.58 Blinds.Lt 44.0 1 Metal Fixed 1.190 290 90 0.88 0.58 Blinds.Lt 64.0 2 Vinyl Slider 0.550 200 90 0.64 0.58 Blinds.Lt 72.0 2 Vinyl Slider 0.550 200 90 0.64 0.58 Blinds.Lt 15..0 2 Vinyl Slider 0.600 290 90 0.64 0.58 Blinds.Lt ;)15.0 2 Vinyl Slider 0.600 290 90 0.64 0.58 Blinds.Lt EXTERIOR SHADING Area Shading SC of Surface (sf) Type Ext Shade 1ZONE 7 Door 72.0 Bldg Shade 0.20 8 Window 18.0 Bldg Shade 0.20 3ZONE 16 Window 44.0 Bldg Shade 0.20 17 Window 64.0 Bldg Shade 0.20 18 Window 44.0 Bldg Shade 0.20 19 Door 64.0 Bldg Shade 0.20 20 Door 72.0 Bldg Shade 0.20 COMPUTER METHOD SUMMARY Page 4 C -2R Yoo e_Ct Title _ _ _ _ _ _ _ Al fi ni Pmczi Aanl-A nc inn Inn MICROPAS4 v4.51 File-ALFINI Wth7CTZ15S92 Program -FORM C -2R User#-MP1017 User -Carole Christensen Run-DrpVb80AC12R19.38.4,50/75 I . .Mass Type ZONE 1 SlabOnGrade 4 SlabOnGrade ZONE 2 SlabOnGrade 5 SlabOnGrade f6ZONE . 3 SlabOnGrade SlabOnGrade THERMAL MASS Area Thick Heat Conduct -'Surface (sf) (in) Cap ivity, -R-value Location/Comments 154 1127 713 513 3.5 •28.0 0.98 R-0.0 3.5 28.0 0.98 R-2.0 3_5 3.5 1025 3.5 153 3.5 Tank Type Heater Type DHW 1 Large Gas �DHW2 2 Storage Gas System DHW 1 Large .829 n/a .0189 R-n/a SPECIAL FEATURES/REMARKS is building incorporates a Zonally Controlled HVAC System. 28.0 0.98 R-0.0 28.0 0.98 R-2.0 28.0 0.98 R-0.0 28'.0 0.98 R-2.0 HVAC SYSTEMS Minimum Duct Efficiency Location 0.800 AFUE Attic 12.00 SEER Attic 0.800 AFUE Attic 11.00 SEER Attic 0.800 AFUE Attic 12.00 SEER Attic WATER HEATING SYSTEMS bath 3 Framing/carpet/cabinets Hard surface Framing/Carpet/cabinets Hard surface Framing/Carpet/cabinets F Duct System Type R -value 1ZONE R-4.2 Furnace R-4.2 ACSplit R-4.2 2ZONE R-4.2 Furnace R-4.2 ACSplit R-4.2 3ZONE 50 Furnace ,ACSplit 1 Tank Type Heater Type DHW 1 Large Gas �DHW2 2 Storage Gas System DHW 1 Large .829 n/a .0189 R-n/a SPECIAL FEATURES/REMARKS is building incorporates a Zonally Controlled HVAC System. 28.0 0.98 R-0.0 28.0 0.98 R-2.0 28.0 0.98 R-0.0 28'.0 0.98 R-2.0 HVAC SYSTEMS Minimum Duct Efficiency Location 0.800 AFUE Attic 12.00 SEER Attic 0.800 AFUE Attic 11.00 SEER Attic 0.800 AFUE Attic 12.00 SEER Attic WATER HEATING SYSTEMS bath 3 Framing/carpet/cabinets Hard surface Framing/Carpet/cabinets Hard surface Framing/Carpet/cabinets Number F Duct Duct R -value Efficiency R-4.2 0.830 R-4.2 0.810 R-4.2 0.830 R-4.2 0.810 R-4.2 0.830 R-4.2 0.810 Number Tank External in Energy Size Insulation Distribution Type' System Factor (gal) R -value Recirc/TimeTemp 1 n/a 75 R-12 Standard 1 0.60 50 R-12 WATER HEATING SYSTEMS DETAIL Standby Internal Tank Recovery Rated Loss Insulation Pilot Efficiency Input Fraction R -value Light n/a COMPUTER METHOD SUMMARY Page 5 C -2R Project Title.......... Alfini Residence Date........ 06/08/98 MICROPAS4 v4.51 File-ALFINI ' Wth-CTZ15S92 Program -FORM C -2R User#-MP1017 User -Carole Christensen Run-DrpVb80AC12R19.38.4.50/75 SPECIAL FEATURES/REMARKS CONSTRUCTION ASSEMBLY Page 1 3R �roject Title ............ Alfini Residence Date........ 06/08/98 MICROPAS4 v4.51 File-ALFINI Wth-CTZ15S92 Program -FORM 3R 1 User#-MP1017 User -Carole Christensen Run-DrpVb80AC12R19.38.4 50/75 Parallel Path Method Reference Name . W.19.2X6.16 Description .... Wall R-19 2x6 16oc Type ............Wall R -Value ..... 17.8 Hr-sf-F/Btu Framing Material ..... FIR.2X6 Type ......... Wood Description .. 2x6 fir Spacing ...... 16 inches on center Framing Frac.. 0.15 JliCLLl1 ur uonstruction Assembly . 1IST OF CONSTRUCTION COMPONENTS . Material Name Description O FILM EX E t Cavity Frame R -Value R -Value 1. STUCCO.0.88 x error air film: winter value 0.875 in stucco 0.17 0.17 2. 3c. j BLDG.PAPER BATT.R19. Building paper (felt) R-19 0.17 0.06 0.17 0.06 batt insul (cavity = 5.5 in) 17.80 3f. FIR.2X6 2x6 fir 4. GYP.0.50 FILM.IN.WLL 0.50 in gypsum or plaster board Inside air film: heat 0.45 5.45 0.45 �I.. sideways 0.6.8 0.68 Total Unadjusted R -Values 19.34 6.98 ,RAMING ADJUSTMENT CALCULATION Cavity I -Value: (1 / ttal R -Value: 11 19.34 x 0.85) +•(1 / Framing Total - 6.98 x 0.15) = 0.065 Btu/hr-sf-F 1 / 0.065 = 15.28 hr-sf-F/Btu CONSTRUCTION ASSEMBLY Page 2 3R ,Project Title........ Alfini Residence Date........ 06/08/98 MICROPAS4 v4.51 File-ALFINI Wth-CTZ15S92 Program -FORM 3R User#-MP1017 User -Carole Christensen Run-DrpVb80AC12R19.3.8.4 50/75 Parallel Path Method Reference Name . R.38.2X4.24A Description .... Roof R-38 2x4 24bc Type ........... Roof ' R -Value ....... 38 Hr-sf-F/Btu Framing. Material FIR.2X4 ' Type ......... Wood Description .. 2x4 fir Spacing ...... 24 inches on center Framing Frac...0.07 Sketch,of Construction Assembly IIST 0.17 0.17 0.21 OF CONSTRUCTION COMPONENTS 0.06 Material 0.62 0.80 0.80 Name' Description O. FILM.EX Exterior air film: winter value 1. SHNGL.CEMENT Asphalt -cement shingles 2. BLDG..PAPER Building paper (felt) 3. PLY.O.50 0.50 in plywood 4. AIR.RF.3.50 3.5 in & greater air space: heat flow up '5. 6c. BATT.R27.0 BATT.R11.0 R-27 batt insulation R-11 batt insul (.cavity > 3.5 in) 6f. FIR.2X4 2x4 fir 7. GYP.0:63 0.625 in gypsum or plaster board I. FILM.IN.RF Inside air film: heat flow straight up Total.Unadjusted R -Values FRAMING ADJUSTMENT CALCULATION Cavity Framing 1 -Value (1 / -Total R -Value: t r� Cavity R -Value Frame R -Value 0.17 0.17 0.21 0.21 0.06 0.06 0.62 0.62 0.80 0.80 27.00 27.00 11.00 -- -- 3.46 0.56 0.56 0.61 0.61 41.03 33.50 Total 41.03 x 0.93) + (1 / 33.50 x 0.07) = 0.025 Btu/hr-sf-F 1 / 0.025,.= .40.39, hr,-sf-F/Btu CONSTRUCTION ASSEMBLY Page 3 3R ,Project Title.......... Alfini Residence Date ........ nti/na/aR MICROPAS4 v4.51' File-ALFINI Wth-CTZ15S92 Program -FORM 3R User#-MP1017 User -Carole Christensen Run-DrpVb80AC12R19.38.4 50/75 Parallel Path `Method Reference Name GWALL.R19 f Description..... Wall R-19 2x6 16oc Type ........... Wall ' - R -Value ........ 17.8 Hr-sf-F/Btu Framing Material...... FIR.2X6 ' Type.. Wood n Descriptio2x6 fir Spacing ...... 16 inches on center Framing Frac.. 0.15 Sketch of Construction Assembly IST OF.CONSTRUCTION COMPONENTS FRAMING ADJUSTMENT CALCULATION Cavity Framing Value: (1 / 19.61 x 0.85) + (1 / T , total R -Value: Total 7.25 x 0.15) = Material Btu/hr-sf-F Cavity Frame 15.62 hr-.sf-F/Btu Name Description R -Value R -Value O. FILM.EX - Exterior air film: winter value 0.17 0.17 1. GYP.0.50 0.50 in gypsum,or plaster board 0.45 0.45 2. BLDG.PAPER Building paper (felt) 0.06 0.06 3c. BATT.R19 R-19 batt insul (cavity = 5.5 in) 17.80 -- 3f. FIR.2X6 2x6 fir -- 5.45 4. I. GYP.0.50 FILM.IN.WLL 0.50 in gypsum or°plaster board Inside air film: heat 0.45 0.45 sideways 0.68 0.68 Total Unadjusted R -Values 19.61 7.25 FRAMING ADJUSTMENT CALCULATION Cavity Framing Value: (1 / 19.61 x 0.85) + (1 / T , total R -Value: Total 7.25 x 0.15) = 0.064 Btu/hr-sf-F 1./ 0.064 = 15.62 hr-.sf-F/Btu HVAC SIZING Page 1 HVAC ,Project Title.......... Alfini Residence Date........ 06/08/98 Project Address........ Lot36 Enclave Mtn Est.. ******* La Quinta, CA *v4.51* ,Documentation Author... Carole Christensen ******* Building Permit Carole Christensen 47-596 Lake Canyon Drive Plan Check Date Aguanga, CA 92536 800-735-8152 Field Check/ Date Climate Zone........... 15 Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. t MICROPAS4 v4.51 File-ALFINI Wth-CTZ15S92 Program -HVAC SIZING User#-MP1017 User -Carole Christensen Run-DrpVb80AC12R19.38.4 50/75 ' GENERAL INFORMATION Floor Area ................. Volume............ 3685 sf 41182 cf ' Front Orientation. Sizing Location............ Latitude .............. ** Winter Outside Design. Winter Inside Design....... Front Facing PALM DESERT 33.7 degrees 32 F 70 F 20 deg (N) Summer Outside Design...... 112 F Summer Inside Design::::::. Summer Range.. Interior Shading Used...... 78 F 34 F No Exterior Shading Used...... No Overhang Shading Used...... No Latent Load Fraction....... 0.20 HEATING AND COOLING Description LOAD SUMMARY Heating (Btuh) Cooling (Btuh) ' Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar............ ...... Infiltration ..... Internal Gain.. . . . . . . ........ . Ducts ............................. 19629 23328 n/a 21746 n/a 6470 10140 20873 21297 14391 2550 6925 Sensible Load.................... 71174 76175 Latent Load ...................... n/a 15235 ' Minimum Total Load 71174 91410 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin,.etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. 1 HVAC SIZING Page 2 HVAC ro3ect Title.......... Alfini Residence Date.... ... 06/08/98 MICROPAS4 v4.51 File-ALFINI Wth-CTZ15S92 Program -HVAC SIZING 'I User#-MP1017 User -Carole Christensen Run-DrpVb80AC12R19.38.4 50/75 HEATING AND COOLING LOAD SUMMARY BY ZONE ZONE '1ZONE' h Floor Area ..................... Volume.......................... 1281 sf . 12810 cf Description Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 8563 4117 Glazing Conduction ............... 6350 5682 Glazing Solar. n/a 7973 Infiltration............ ........ 6764 4476 Internal Gain. ................. n/a 893 Ducts ................... ........ 2168 2314 Sensible Load..... ......I....... 23846 25455 Latent Load ............:....... n/a 5091 Minimum Zone Load 23846 30546 ZONE 12ZONE' Floor'Area................ 1226 sf Volume ........................... 15509 cf Description Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar. .....5 5636 3294 Glazing Conduction...............6578 5886 Glazing Solar .................... n/a 3591 Infiltration ..................... Internal Gain 8189 5420 .................... Ducts n/a 842 .................... .... 2040 1903' Sensible Load.. ........... ... 22444 20936 Latent Load ...................... n/a 4187 Minimum Zone Load 22444 25123 h T HVAC SIZING Page 3 HVAC Project Title.......... Alfini Residence Date........ 06/08/98 MICROPAS4 v4.51 File-ALFINI Wth-CTZ15S92 'Program-HVAC SIZING 1 User#-MP1017 User-Carole Christensen ,Run-DrpVb80AC12R19.38.4 50/75 ZONE 13ZONEI 1 Floor Area............. ..........1178 sf ' Volume............. ......... ... 12863 cf Heating Cooling Description (Btuh) (Btuh) 1 Opaque Conduction and Solar...... Glazing Conduction........ 5430 2728 -10400 9305 Glazing-Solar .................. n/a '9732 Infiltration ...................... 6792 4495 1 Internal Gain Ducts... n/a 816 ••.. ...••..••. .• 2262 2708 Sensible Load.................... 24885 29784 Latent Load...................... n/a 5957 Minimum Zone Load 24885 35741 1 1 � , r INSTALLATION CERTIFICATE (page 1 of 4) CF -6R 1 Site Address Fermtt Number ' An installation certificate is required to be posted at the building site or made available for all appropriate inspections. (The information provided on this form is required; however, use of this form to provide the information is optional.) After completion of final inspection, a copy must be provided to the building department (upon request) and the building owner at occupancy, per, Section 10-103(b). HVAC SYSTEMS: Heating Equipment Equip.. # of Efficiency Duct Duct or Heating Heating Type (pkg. CEC Certified Mfr Name Identical (AFUE, etc.)' Location Piping Load Capacity heat pump) and Model Number Systems RCF -IR valuel (attic etc.) R -value (Btu/hr) (Btu/hr) Cooling Equipment ' Equip. CEC Certified Compressor # of Efficiency Duct Cooling Cooling Type (pkg. Unit Mfr Name and Identical (SEER, etc.)' Location Duct Load Capacity heat pump) Model Number Systems RCF -IR value] (attic, etc.) R -value (Btu/hr) (Btu/hr) •1. > reads"greater than or equal to. I, the undersigned, verify that equipment listed above is: 1) is the actual equipment installed, 2) equivalent to or more, efficient than that specified in the certificate of compliance (Form CF -1R) submitted for compliance with the Energy Efficiency Standards for residential buildings, and 3) equipment that meets or exceeds the appropriate requirements for manufactured devices (from the Appliance Efficiency Regulations or Part 6), where applicable. Signature, Date Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner WATER HEATING SYSTEMS: Distribution if Recir- # of - Rated' Tank Effi- External Heater CEC Certified Mfr Type (Std, culation, Identical . Input (kW Volume ciency2 Standby Insulation Type Name & Model Number Point -of -Use) Control Type Systems or Btu/hr) (gallons) (EF, RE) Loss (%) —R -value 2 For small gas storage (rated input of less than or equal to 75,000 Btu/hr), electric resistance and heat pump water heaters, list Energy Factor. For large gas storage water heaters (rated input of greater than 75,000 Btu/hr), list Recovery Efficiency, Standby Loss *and Rated Input. ' For instantaneous gas water heaters, list Recovery Efficiency and Rated Input. Faucets & Shower Heads: All faucets and shower heads. installed are certified to the Commission, -pursuant to Title 24, Part 6, Subchapter 2, Section I, the undersigned, verify that equipment listed above my signature: 1) is the actual equipment installed; 2) is equivalent to or more efficient than that specified in the certificate of compliance (Form CF -1R) submitted for compliance with the Energy Efficiency Standards for residential buildings; and 3) the equipment meets or exceeds the appropriate requirements for manufactured devices (from the Appliance Efficiency Regulations or Part 6), where applicable. nature ate Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner COPY TO: Building Department Building.Owner at Occupancy ' Revised March 1, 1996 . INSTALLATION CERTIFICATE (page 2 of 4) CF -6R Site Address Permit Number FENESTRATION/GLAZING: Manufactured Operator Products Type (e.g., Labeled Site Built Products Total fixed, U -value (5 # of Default Quantity Square Comments/ Manufacturer/Brand Name slider) CF -1R value) Panes U-Value2 (Optionap Feet Special Features (GROUP LIKE PRODUCTS) I . 2. 3. 4. 5. 6. - 7. 8. 9. 10. 11. 12. 13. 14. 15. : Installed U -value must be less than or equal to value from CF -1R. Alternatively, installed weighted average U -value for the total fenestration area is less thati or equal to value from CF -IR. I, the undersigned, verify that the fenestration/glazing listed above my signature: 1) is the actual fenestration product installed; 2) is equivalent to or more efficient than that specified in the certificate of compliance (Form CF -1R) submitted for compliance with the Energy Efficiency Standards for residential buildings; and 3) the product meets or exceeds the appropriate requirements for manufactured devices (from Part 6), where applicable. Item #s Signature, Date Installing Subcontractor (Co. Name) OR (if applicable) General Contractor (Co. Name) OR Owner Item #s Signature, Date Installing Subcontractor (Co. Name) OR (if applicable) General Contractor (Co. Name) OR Owner Item #s Signature, Date Installing Subcontractor (Co. Name) OR (if applicable) General Contractor (Co. Name) OR Owner COPY TO: Building Department Building Owner at Occupancy Revised March 1, 1996 1 1 1 INSTALLATION CERTIFICATE (page 3 of 4) CF -6R The following is an explanation of many of the input values required on this form: HVAC SYSTEMS a aca, u,r, as 4- V... .�,... ........ ..- Furnace: _•_- -- --- ----- ----o- Gas or oil -fired central furnace & space heater ' -Boiler: Gas or oil -fired boiler - PckgHeatPump: Packaged central heat pump SplitHeatPump: Split central heat pump RoomHeatPump: Room heat pump LgPkgHeatPump: Large packaged heat pump (z 65,000 Btu/hr output) , Electric: Electric resistance heating (fixed HSPF = 3.4.13); radiant electric resistance (fixed HSPF = 3.55) CombinedHydro: I Reference water heater under water heating systems below CEC Certified Manufacturer Name & Model Number from applicable Commission approved appliance directory.. # of Identical Systems is for those systems with the same efficiency, duct location, duct R -value and capacity. Efficiency from applicable Commission certified appliance directory. ' Duct Location is attic, crawl space, CVC crawl space, conditioned space, unconditioned space (piping) or none. Duct (or Piping) R -Value from Directory of Certified Insulation Materials and/or manufacturer's data. Heating/Cooling Load refer to Commission approved load calculation procedure. Heating/Cooling Capacity from the applicable Commission certified appliance directory. Note: location elevations over 2,000 ft above sea level require a derating of output capacity (refer to manufacturer's literature). _ nt_c�.v _• a'T.S .:♦ l.d .. nF tho Fnllnwina� - - - ` Il *Refer to Commission puoucatron Rppuance z,us urwy j.rb'ususWi,aI 1 , Revised March •1,1996 .SplitAirCond: Split system air conditioner PckgAirCond: Packaged air conditioner Split Heat Pump: Split system heat pump PckgHeatPump: Packaged heat pump RoomHeatPurhp: • 'Room heat pump - LgPkgHeatPump: Large packaged heat pump (>_ 65,000 Btu/hr output). Substitute EER for SEER when SEER is not available RoomAirCond: Room air conditioner. Minimum SEER varies* LgPkgAirCond: Large packaged air conditioner (z 65,000 Btu/hr output). Substitute EER for SEER when SEER is not available EvapDirect: Direct evaporative cooling system. For compliance calculation purposes, _ - fixed values: SEER = 11.0; duct location =attic; duct insulation R -value = 4.2 . EvapIndirect: Indirect evaporative cooling system. For compliance calculation purposes, fixed values: SEER = 13.0; duct location = attic; duct insulation R -value = 4.2 *Refer to Commission puoucatron Rppuance z,us urwy j.rb'ususWi,aI 1 , Revised March •1,1996 INSTALLATION CERTIFICATE (page',4� 6f.4) The following is an explanation of many of the input values required on this form: WATER HEATING SYSTEMS Distribution Svstems Refer to Residential Manual for rriore.details: r. Standard: Standard Pipe Insulation: Pipe Insulation on all 3/4 -inch pipes POU/HWR: Point of Use/Hot .Water Recovery System Recitc/NoControl: Recirculation loop with no controls Recirc/Timer: Recirculation loop with a timer Recirc/Temp: Recirculation 1pop.with temperature control Recirc/Time+Temp: -Recirculation loop with a timer and temperature control Recirc/Demand: -Recirculation-iogpy.ith demand,control Operator Type: Water Heater Tvne Information Needed Energy Factor Recovery Efficiency_ Standby Loss.. Rated Inoue Storage Gas, Oil or Electric Yes No No -r Heat Pump _ _ . Yes No No - Instantaneous Gas . No Yes No Instantaneous Electric Yes No IVt.;;J No•, , ;� Large Storage Gas No ;- Yes Yes Yes „ Indirect Gas (Boiler) , . No. :, , Yes (AFUE) "" ' No' — -- Yes , FENESTRATION/GL.AZING A. Fenestration:`, Windows, sliding glass doors, french doors, skylights, garden windows; atitl'* ,r ' any doo`r`with re an one square foot of glass-. Operator Type: Slider, hinged, fixed : ` `• !�>�'.-i 10 -Value: Insfalled.0-value must be less than or equal to value from CF=tR ----,-- Installed. weighted,average U -value for the total fenestration 4ea`is'less'than ` _r a uaI t6 value from CF -1R o q Revised March 1,1996 INSULATION CERTIFICATE IC-1 Number and Street City ' Thickness (inches) Declaration County Subdivision Lot Number Description of Installation 1. ROOF _ (Title 24, Part 6, California Code of Regulations) as indicated on the Material Brand Name Thickness (inches) Thermal Resistance (R-Value) 2. CEILING Installing Subcontractor (Co. Name) OR Batt or'Blanket Type Brand Name Thickness,(inches) Thermal Resistance (R-Value) Loose Fill Type Brand Contractor's min installed weight/ft2 lb Minimum thickness inches Manufacturer's installed weight per square foot to achieve Thermal Resistance (R-Value) 3. EXTERIOR WALL Installing Subcontractor.(Co. Name) OR Frame Type A. Cavity Insulation .' Material Brand Name Thickness (inches) Thermal Resistance (R-Value) B . Exterior Foam Sheathing Material Brand Name Thickness (inches) Thermal Resistance (R-Value) 4. RAISED FLOOR Material Thickness`(inches) 5. SLAB FLOOR/PERIMETER .Material' Thickness (inchee ) Perimeter Insulation Depth (inches) Brand Name Thermal; Resistance (R -'Value) Brand -Name Thermal.Resistance (R -Value) _ B 6. FOUNDATION WALL Material Brand' Name ' Thickness (inches) Declaration Thermal Resistance (R -Value) I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings Certificate of Compliance, where applicable. (Title 24, Part 6, California Code of Regulations) as indicated on the Item #s Signature, Date Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner Item #s Signature, Date Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) OR Owner Item #s Signature, Date Installing Subcontractor.(Co. Name) OR General Contractor (Co. Name) OR Owner .' Revised March 1, 1996 - .