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04713 (SFD)Building Address Owner - .. 9 54-960 Ca #:awm Mailing Address»7 City Rmeho Him Contractor Sam Address City & Classif. Arch., Engr., Designer Address City 337296 O 1 hereby affirm that I,ai effec 7000) t.of Division 3 of,th�i 92270 P.O. BOX 1504 78-105 CALLE ESTADO _,LA QUINTA, CALIFORNIA 92253 w� BUILDING: TYPE CONST. OCC. GRP. A.P. Number 774-295.006 32$4886, Legal Description Project Description••• Tel. City 1034 Lic. # Tel. Zip (State Lic. # CONTRACTOR'S DECLARATION under provisions of Chapter 9 (commencing with Section and Professions Code, and my license is in full force and OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5,Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its Issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3- of the Business - and Professions Code, or that. he Is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by 'any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars (E500). O 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, Buisness and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such Improvements are not intended or offered for sale. It, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale.) O I, as owner of the property, am exclusively contracting with licensed contractors to con- struct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) O 1 am exempt under Sec. B. & P.C. for this reason Date Owner WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified'copy thef. r� (Sec. 3800, Labor Code.) Policy No. Company O Copy is filed with the city. O Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation or less.) I certify that in the performance of thg work for which this permit is issued, 1 shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. . Date Owner NOTICE TO APPLICANT: If, after making this Certificate of Exemption you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. 041013 Sq. Ft. «- 1ID34 No. w• No. Dw. Size Stories Units New ❑ Add O Alter ❑ Repair ❑ Demolition ❑ Estimated Valuation $81,294 PERMIT AMOUNT Plan Chk. Dep.. $250.00 Plan Chk. Bal. 75.46 Const. 379#00 Mech. 36,OU Electrical 76.95 Plumbing 105.00 S.M.I. 5.71 Grading 20.00 Driveway Enc. +20.00 Infrastructure 1 ��9lrf.hJ construction, and hereby authorize representatives .of this city to enter the above- mentioned property for inspection purposes.. Validated by: TOTAL . ic�li • x f"; t.` 171 r REMARKS Mailing Address Validation: City, State, Zip ZONE: BY - Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line 'CONSTRUCTION LENDING AGENCY Side Street Setback from Center Line 1 hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Side Setback from Property Line Lender's Name Lender's Address FINAL DATEI This is a building permit when properly filled out, signed and validated, and is subject to 1NSPECTOR Z��a�4 y�� expiration if work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information Is correct. Issued by: Date Permit I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives .of this city to enter the above- mentioned property for inspection purposes.. Validated by: Signature of applicant Date Mailing Address Validation: City, State, Zip WHITE -FINANCE, PINK -APPLICANT, GREEN -BUILDING, GOLDENROD -ASSESSOR'S OFFICE; HARD COPY - FILE CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES IST FL SO FT pr $ -UNITS YARD SPKLR SYSTEM 2ND FL SO FT. a SETBACK _GROUND PLUMBINC�2-/ MOBILEHOME SVC. BAR SINK POR SO FTa COLL. AREA B GRADEROUGH PLUMB POWER OUTLET ROOF DRAINS GAR SO. FT. Cl STORAGE TANK FORMS SEWER OR SEPTIC Au DRAINAGE PIPING CAR P. SO FT. rpt ROCK STORAGE FOUND. REINF. WALL SO. FT. rd DRINKING FOUNTAIN HEATING (FINAL) OTHER APP.IEOUIP. URINAL SO. FT. 43 TEMP. POLE ESTIMATED CONSTRUCTION VALUATION $ WATER PIPING NOTE: Not to be used as property tax valuation FLOOR DRAIN MECHANICAL FEES WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASHER( AUTO)(DISH) APPLIANCE DRYER _$ GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED FINAL INSP. LAUNDRYTRAY AIR HANDLING UNIT CFM KITCHEN SINK ABSORPTION SYSTEM B.T.U. TEMP USE PERMIT SVC WATER CLOSET COMPRESSOR HP POLE,TEMIPERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER B.T.U. SO. FT. ® c BATH TUB SO. FT. ig c WATER HEATER MAX. HEATER OUTPUT. B.T.U. SO. FT. RESID a 1'A c SEWAGE DISPOSAL SPARK ARREST,ORt SO.FT.GAR @ 3/4c HOUSE SEWER GAR. FIREWALL GAS PIPING PERMIT FEE PERMIT FEE PERMIT FEE DBL TOTAL FEES MICRO FEE MECH.FEE PL.CK.FEE CONST. FEE ELECT. FEE SMI FEE PLUMB FEE STRUCTURE PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR SETBACK _GROUND PLUMBINC�2-/ UNDERGROUND A.C. UNIT COLL. AREA B GRADEROUGH PLUMB BONDING HEATING (ROUGH) STORAGE TANK FORMS SEWER OR SEPTIC Au ROUGH WIRING - DUCT WORK ROCK STORAGE FOUND. REINF. GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APP.IEOUIP. REINF. STEEL GAS (FINAL) TEMP. POLE GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM GRADING cu. yd. $ plus xE _$ LUMBER GR.) FINAL INSP. Q /FRAMING / Y- l 'l 44"__� FINAL (NSP. ROOFING I REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARREST,ORt GAR. FIREWALL LATHING MESH ySULATION/SOUNO - � -o ✓ l/ FINISH GRADING FINAL INSPECTION/%4ft:�;y CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURESIINITIALS , GARDEN WALL FINAL VNF 1 Q - s- - 9 S� DEVELOPER'S ME, oI IIt:E Of AGRICUL'I URAL WNIMISSIONER AND 4VI:IG1 I I'S b. MEASURES 49-613 Ilwy 06, suite II -12 (;oacliel.ln, LA 92236 619-342-0'L91 E. LEON SPAUGY CO'.�•n5;n)�.En )ANIES O WALLACE ASSISiAM 1:1).MMISSn)IEP CLEMENT CF`.VENISIE SLAttn CASE W. Irl ADDRESS t F ,�� '1'ELL'P110HEs Dear Developers After reviewing your latxlscapi.ng plans, all plant material listed is not i.tt violation of quarantine laws govet"1119 the Coachella Valley. If substitutions do occur and they differ Iron plant lit- terial listed, tills office must be notified isltl>ediately. '1'ttauik you for prgtectitlg and preserving the Coachella Valley's pest -free ettvirotnnent. F Agricultural CamEi i net's M l ice cc: Indio and Riverside Office Cr '".{ �r..w` :;"'7RP"y�S..pa�t!C T -•Pti.a Sr u' ^` fZ'` ;�r s i" - : _-'�FU��� "� s COUNTY OF RIVERSIDE DEPARTMENT OF HEALTH Assessors Parcel No. ENVIRONMENTAL HEALTH,; SERVICES PERMIT APPLICATION FOR A SUBSURFACE SEWAGE DISPOSAL SYSTEM Applicant: Submit this form with four copies of a scaled plot plan (1-20 scale) drawn to County speculations as indicated on the attached checklist. A non-refundable filing fee (see below) is required when the application is submitted. Check must be made payable to the County of Riverside. Approval of this application shall remain valid for a period not to exceed one year from date of approval. VERIFY ITEMS IN SECTION A FROM BUILDING & SAFETY APPLICATION BUILDING DEPARTMENT APPLICATION LOG' # Agent, Contractor, Contact Person AV -Of �r:tu�rl�t� Ct, ,@. Phone n-28 Address & Phone 0-730 R\dq )t1 5,3i -W-• tA8 Owner Phone Mailing Address City Stat Q Zip Job I Property Address LJ�r UZ� �j Legal Description Prop. (PM, Tract, Lot)$ 4+✓rn ✓% -��ecG (�rtC o ,✓n C LAI 97.Z�I] t-�%0 NJf k X10 L -i 4TlldCt 646 Lot Size ter Agenc rell, Use of Permit P/P, CU,.efc.6.4 jQ«, Nr4 Other / L �50 (V O Dwelling, MH Site Prep, etc..v/ L • i .•llriR %/%J IW Signature of Applicant Date CATEGORY: REV CODE FEE_ CATEGORY: REV CODE FEE ffSBSURFACE DISPOSAL 1238 $45.00 ❑ SITE EVALUATION UPON REQUEST 7349 $42.00 f ❑ MULTIPLE PARCELS WITHIN SAME (NO PLOT PLAN) LAND DIVISION ❑ . SEWER/SEPTIC VERIFICATION 7348 $11.00 a. 1 st 4 Parcels (Each) 1238 $45.00 (Less than 1 year) b. Each Parcel after 4 7344 $16.00 ❑ PRELIMINARY ELECTIVE 7352 $45.00 ❑ Rereview (2nd review same parcel) 7344 $16.00 EVALUATION (Attach DOH SAN 53) ❑ Site Evaluation in Conjunction with ❑ HOLDING TANK 7351 $45.00 Critical Area 7346 $86.00 ❑ ALTERNATIVE/EXPERIMENTAL 7345 $132.00 ❑ Site Evaluation Lot Less than SYSTEM 10,000 Sq. Ft. 7347 $86.00 INITIIAL DATE t r' Holding Tank Agreements Completed ❑ Yes ©'Nor ole" Certification of Existing S.D. System Required ❑ Yes N WQCB Clearance required. (Attach Form ❑ Yes 4n DOH SAN 007, Santa Ana Region Only) ;No, Soils Percolation Report Required. ❑ Yes Special Feasibility Boring Report Required. ❑ Yes Detailed Contour Plot Plans Required 1 to 5 ft. interval ❑ Yeso' Other ❑ Yes /No Staff Specialist Lot Inspection Required ❑ Yes I No _ Lot Inspection Date Soils boring report by' Project # Date / Soils Map Page 1 Soil Type `-• Approved by ��� Date /0 �U � v No. of Systems Typefof System(s) No. Dwelling Units( j (1) Septic Tank Soil Rate Grease/Sand i ❑/Holding Tank ❑ Existing l New ❑ Replacement Bedrooms, Faxture,Mnfts i�% ` ��/ Grease Intcp Gal (2 Leach Line Sq. Ft. Sidewall allowance v Install. Line(s) ft. long ft wide with Leach Bed sq. ft. �bttom trench area ft rocW sq. R �4 min. inches,rockbelow drainlines or of botto area ` En per running ft. �-- 0 NA Leachlines/bed special design for slope: (3) Pit Diameter No. Pits Pit Below Seepage Pit Total Depth Othe Applicable t al/b' 6 Inlet (BI) /t� f ^'/ Max. Allo ble Depth N/A Overburden factor r No. 2 System REMARKS:l r y1;ya,4 e, --Z, C :-- . dmf /lI•G//, /�-.4.{.�'?�-r Q ,� t• _ .. j,:../.. .-�� �' �' ..�M tet' .. ! rvi-�Ll� �^�•r • .�-,M�.,c,Gn This application is SPP O ED/ ENIE-D for the category checked in SECTION B above, regarding the design of a subsurface disposal system as indicated on the accompanie plot • plan, using the requirements set forth in SECTION C above. A building permit is necessary for the installation of the above -designed system. No construction is permitted in the required reserved 100% expansion area. Septic tank lines must be 50' minimum from 4/o (1) and sewer any wells _ Leach lines must be 100' minimum from any wells, including expansion ere P ' from any wells, including expansion area. /J tieQa � `: ^��Y �J g a (3) Seepage pits must be 1500'' �4Y� �miinim�u/mom �` ��'�� fL. LL�L /` �! ��)-sO O `f/� •,• Cec2* �. Signature of Health Official 1�1� . D to . «�`• � RECEIPT NO. Issued By � � Date , + DISTRICT: ❑ Riverside, 011n�io ❑ Hemet ❑ Perris ❑ Rancho Calif. ❑ Blythe '.` DOH SAN 122 (Rev. 5/88) DISTRIBUTION: WHITE - Office file YELLOW - Applicant PINK - Bldg. Dept. GOLDENROD - Plans/Records A. PRO.:E� Ca x� SHEET N0. / B.G. STRUCTURAL JOB NO. 57-?. - , ITEM OATE ENGINEERING ENGINE Q g oac� s AUG 5 1981 -CDs-&o Loo j> Floor. i�1r1 3, o PAY.,✓ oov 2 , o Jo�sTs ��a CtE114c4 4.0 "Is c. Z. o Lave L.aw c V5rc-TIc.AL- OQL--( .A.. 5EE44---s -% e -A Y-.., 4� Lw i r4c4 e-oyM H -D IL L. a 8 (-c B.G. STRUCTURAL ENGINEERING w +(. (2o) c gso'H" M L 9so / Ivo l�sE 4X i� C 4w. 4 LC- #D e . L z 1 to' -a" A I JOB NO. gn o-lr I to �a� � 317. 3 b Jaz r- /ti9•S� Ljf (5 4x I �,, < /3S.L&,li11 < 53,3 bis z )e %- . (::�oL-.,j t.%us Co%-.Li�ANs cl SHEET N0. B.G. STRUCTURAL JOBN DATE ` p, ENGINEERING- ENGINEER<j2_, Tc 50(v (I3� + 150('K)(wz 53424 0- /SO000 it- 60L, F 6L, ......O/ & —*-4 Vlec—lz:r, l'ECT SHEET N0. S' B.G. STRUCTURAL °BN � -. cps �OATE _61 ,�o4;,o,Js ENGINEERING ENGINEERc-%,-, G!�✓D,4 Tia,/ S T, -t, P $ E'A (?a o (; L-`. w t +(,o ('.-1 A- CSL)I(g) t tsDo-s') L 12v5-',-/F-y ' 12tp�, L115 0::� / ;--v o & -GONG, COL, PA D 7 a-5?J(IV 2I 04 47A) Aw L 5 3 (, Z L 3.r-. 7 F T '" �- moi', o / Sa"a 21'ro" Co e". 2?'ro" 31'G° vELOPMEMT PE -A Jl'1 JOB: 11359 SPA JJ RV CORP TOP CHORD 2X6 FIR -LARCH #2 BOT CHORD 2X4 FIR -LARCH #2 WEBS 2X4 HEM -FIR STAND., EXCEPT AS SHOWN. :111-2X4 FIR -LARCH *1 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 13.0' FOR "PLATE LOCATIONS ON TYPICAL JOINTS." + Single cut this end. ++ Bottom chord checked for 10 PSF live load. 1-5-8 T k1Ui)UU/ TC X -LOC L -R: 9.29 9.65 19.00 28.35 37.71 BC X -LOC L -R: 0.29 9.65 19.00 28.35 37.71 * 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. ** 2X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 4" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA. INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. AtJITIA SACKIr4 r F(LL FOPS PASTE -K R-1310# Y- 3.50' 19-0-0 _1_19-0-0 2X4 T1-5-8 R-1310# Y- 3.50' OVER 2 SUPPORTS PLATE TYPE--RLPINE SEON--1.15463 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR SPA REY 13.0.7 SCALE - C.!O/S O [� [= C� C7 [� a o '.,{• ALPINE ENGINEERED PRODUCTS, INC. #IMPORTANT**sHnLL.NDT BE RESPONSIBLE FUR Fu+Y OEVIATION FRon THESE SPECIFICATIONS OR MY OEVIRTION FROM THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN COI+FOAMRNCE PITH THE -DUALITY CONTROL MRNURL- BY TPI. RLPINE CONNECTORS ARE MRlUFRCTUIEO FROM 40 GRUGE GRLVRNIZEO STEEL UNLESS OTHERWISE SHOWN, MEETING REQUIREMENTS OF RS1n 8446 GRADE A. APPLY CONNECTORS TO BOTH FACES RT EACH .IUINT1 LDCRIE AS SHDVN. BERRING WIDTHS ARE 4- NOMINAL UNLESS ME:.1SE SHDYN. DESIGN STRNMOS CONFORM WITH' APPLICABLE PROVISIONS OF •'� 02 AND •1P1 -7B OR PCI -80. TRUSSES REQUIRE EXTREME CARE WARNING IN HANDLING, ERECTION AND BRACING.SEE-BYT-76-,(BRACING MGM TRUSSES: COMMENTRRY AND RECUVtENORTIONS-•TPI). SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMR- NENT BRRCING REOUIREMENTS. UNLESS OTHERWISE47 SHOWN, 70P CHORD SHALL BE LRTERR.LY BRACED YI1N PROPETdY AITRCHCO PLYYD00 SFERHHINC, 801 TDM CHORD WITH RIGID CEILING OR ORRCING AS SPECIFIED ON DESIGN. 0O NOT USE TH15 OLSILN VI1H FIRE REIRROFNT TRERIEII Lut1EiET1. ,: -�;;«- �` ;:. L+� .� ,-;( -' •ATRUSS `� J ! x % \., `\ �1;71H �'T // Iiii4 DESIGN CRIT TC LL 16. 0 PSF07/ TC DL 14. 0 PSF BC DL }{- 5. O PSFFM TOT. LD. 35 . 0 PSF. 7�!Z 87(201)007 EREF 38O -O OUR. FRC. 1.25 5.0/12 SPACING 24.0" COMN ••-TPI - TRUSS PLATE INSTITUIF., NDS - N4T IONRI DESIGN SPLCIFICRTION FOR Y000 CON;IRUC110N C OL; JOB: SPA JJ RV CORP. THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRUSS FABRICATOR TOP CHORD 2X6 FIR -LARCH #2 BOT CHORD 2X4 FIR -LARCH 01 WEBS 2X4 HEM -FIR STAND., EXCEPT AS SHOWN :W1 -2X6 FIR -LARCH #2 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 130 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS." . IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. Iottom chord checked for 10 PSF live load. 1++ Single cut this end. 1-5-8 T 6X6 TC X -LOC L -R: 9.29 7.06 13.43 20.00 26.57 32.94 39.71 BC X -LOC L -R: 0.29 10.15 20.00 29.85 39.71 * 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. TRUSS DESIGNED WITH EQUAL PANELS BETWEEN INSIDE ENDS OF SCARF CUTS UNLESS OTHERWISE NOTED. PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT. PLATES SHOWN ARE CONTROLLED BY TRUSS FABRICATOR PLATE INVENTORY. REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. 0 181, O.H. T 1-5-B R-13BDI W- 3.50" R-13B0ft W- 3.5D- C= o C= C= 0 0 C= o C= C= 0 o C= C= EI= O C= E= LPIN o 0 TRUSS o �G7 C= 47 C1 C= C= 20-0-0_20-0-0 20-0-0 1 20-0-0 40-0-0 OVER 2 SUPPORTS SEON--115222 FURNISH R CDPY.OF THIS DESIGN TO ERECTION CONTRRCTDR ALPINE ENGINEERED PRODUCTS, INC. `' TRUSSES REWIRE EXTREME CARE **IMPORTANT** 91BLL NOT BE RESPONSIBLE FOR ANY uRRN I NG IN HAU(OL1Nc, ERCCiIOW AND '';��= !'! c rte. DEVIRTION FROM THESE SPECIF16TJORS DR MY DEVIATION FROM BRFU:IN6.SEE -BUT-7C-,IMAGING 9000 TRUSSES ANIS DESIGN DR ANY FAILURE TO BUILD THE TRUSS IN CDIR'ORMRHCE COMIENTRRT FWD RECO MENDATIOUS-oTPI). SEE ;•�.:�•�' WITH -THE 'OURLITT CONTROL MSAL" BY TP1. ALPINE CONNECTORS THIS DESIGN FOR FDDITION1L SPECIAL PERMA- ARE MRNUFRCTLRED FROM 20 GAUGE GALVANIZED STEEL UNLESS NEWT BRACING NEOUIKMENTS. UNLESS OTHERWISECA," OTHERWISE SHOWN, IB:EIING REQUIREMENTS OF RSIM A446 OIIRDE R. SHOWN, TDP CHORD SHALL BE LATERALLY BFdCED `j-'••1 , RPPLT CONNECTORS 10 BOTH FACES AT EACH JOINT AND LOCATE AS VIIH PROPERLY ATTACHED PLTUODD SHEATHING, SHOWN. BERRING WIDTHS ARE 4- NMINFL UNLESS OTHERWISE SHOWN. BOTTOM CHORD WITH RIGID CEILING OR BRRCI DESIGN SiRWOFROS CONFORM YITH APPLICABLE PROVISIONS OF AS SPECIFIED ON DESIGN. DO NDT 115E THI / !' � �.� ✓ -NDS-02 FIND •1P1-78 (A PCI -80. OLSIGN 911H FIRE REIRROHNT TRERIED LUMBER. �•��'� --IPI - IRUSS PLATE 115TIIUIL', -NOS - N111UNtl. OISICN S(•LCIFICRIION FUR VOUO LON RIVILN ' 7" SPA REV 13.0.7 TC LL 16.0 PSF TC DL 14.0 PSF HC DL + 5.0 PSF TOT. LD. 35.0 PSF DUR. FRC. 1.25 SPRCING 24.0" 18" O.H. SCALE - 0.1875 DRWG CRMR79S 87201003 CR-ENGSAK 0/R LEN. 40-0-0 PITCH 5.0/12 TYPE COMN - - SM JOB: 11355 SPA JJ RV CORP. This design has been prepared from TOP CHORD 2X4 FIR -LARCH #1 BOT CHORD 2X4 FIR -LARCH #2 WEBS 2X4 HEM -FIR STAND., EXCEPT AS SHOWN :W1 -2X4 HEM -FIR STUD CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 138 FOR `PLATE LOCATIONS ON TYPICAL JOINTS." Bottom chord checked for 10 PSF live load. 4X4 (LUi)UUD :ompucer input Submitted by truss is xcaLor. TC X -LOC L -R: 8.29 7.18 13.92 20.73 27.54 BC X -LOC L -R: 8.29 7.1.0' 13.92 28.73 27.54 PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA: INCLUDING DIMENSIONS AND LOADS. CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. REFER TO DRAWINGS A103 AND A184R FOR OVERHANG DETAILS. R-954# W- 3.50" R-954# W- 3.50" 18" O.H. 13-11-0 _I_13-11-0 -r- 18" 18" O.H. 13-11-0 113-11-0 _I L 27-10-D OVER 2 SUPPORTS PLATE TYPE --ALPINE SEON--115349 FURNISH R CDPY.OF THIS DESIGN TO ERECTION CONTRACTOR SPA REV 13.0.7 SERLE - r,.T:DO 0 0 0 0 0 1= [_ATRUSS o ALPINE ENGINEERED PRODUCTS, INC. #I� I MP DRTRNT* * gjRLL NUT BE RESPONSIBLE FOR ANY DEV1RT10H FROM THESE SPECIFICRTIONS OR AINY DEVIATION FROM THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN COATDRMRNLE WITH T1£-OURLITY CONTROL MRNURL- 6Y TPI- ALPINE CONNECTORS MRNUFRCTLRED FROM 20 GRUGE GALVANIZED STEEL UNLESS SHOWN, MEEIING REQUIREMENTS DF FIST" A44C GRADE' H. CONNECTORS 10 BOTH FACES 111 ERCII ,D1Ni FiRD LOCHIE HS BEARING WIDTHS ARE 4- NOMINHI UNLESS OTHERWISE SHOWN- DESIGN SiFWDOADS CONFORM WITH APPLICABLE PROVISIONS OF .NDS -B2 AND -1P1-78 OR PCI -B0. TRUSSES REQUIRE EXTREME CARE N RRN I NG.1N HANDLING, ERECTION AND BRRCING.SEE-BVT-76-,(BRRCING MOOD TRUSSES: LOnrwn T FIND. RECOMMENDATIONS --TPI). SEETC.DL THIS DESIGN FOR ADDITIONAL SPECIAL PERMA- HENT BRACING REQUIREMENTS. URLLESS OTHERWISE SHOWN, 10P CORD SHILL BE LATERFLLLY BRACED1 WJIH PROPERLY RTIFICHED PLYWDOQ SF,LR1111NG, BOTTOM CHORD WITH RIGID CEILING OR URITCING AS SPECIFIED ON DESIGN. DD NDT USE IRIS DESIGN WIIH FINE RETRRDHNI 1NCATED LUMHf.R. / , J 71� . ZARE ..,oOTHERWISE .a A zTOT. FSHOVN, CIVIL �a ,'� ; �, 0; % Z% ' DESIGN CRIT - REF R795-5343 TC LL '16 : O PSF 14.0 PSF BC DL 5, D PSF LD. 35.0 PSF DATE 07/21/57 DR1lG '87(201)005 CR -ENG FMAPPLY 0/R LEN. 27- 0-O OUR. FAC . 1.25 PITCH 5.0/12 SPACING 2q.0" TYPE COM N ---TPI - IRUSS PLRTE INSTIIUIE, Nus - N111UNAL UESJCN SPECIFIERI]ON FON WDU CDW IRUCIIEN I : SPA JJ RV CORP. THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT. SUBMITTED BY TRUSS FABRI'641uuu TOP CHORD 2X4 FIR -LARCH #2 BOT CHORD 2X4 FIR -LARCH #2 WEBS 2X4 HEM -FIR STAND. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 13.0' FOR "PLATE LOCATIONS ON TYPICAL JOINTS. - PLATES SHOWN ARE CONTROLLED BY TRUSS FABRICATOR PLATE INVENTORY. + Bottom chord checked for 10 PSF live load. T 1-5-B 'Ixu TC X -LOC L -R: 0.29 5.661 10.92 16.23 21.54 BC X -LOC L -R: 0.29 10.92 21.54 TRUSS DESIGNED WITH EQUAL PANELS BETWEEN INSIDE ENDS OF SCARF CUTS UNLESS OTHERWISE NOTED. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING"LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. REFER TO DRAWINGS A103 AND A.164R FOR OVERHANG DETAILS. 4X4 0 3X4 R-744# W- 3.50". 18" 0. H. 10-11-0 _L10-11-0 t, 21-10-0 OVER 2 SUPPORTS )LATE TYPE --ALPINE SEON--115228 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR ALPILEEESOSIBLO` NTRUSSEXTREME ES C-3 E=3 **IMPORTANT**SHFLNOT ENGINEERED Y WRRNING INHANDLING ERECTION m v *i T 1-5-8 3X4 R-744# W- 3-50" REV 13 0.7 SCALE_- a.2.`.ur. �� - 7,-1uul TC LL 16.0 PSF DATE 07/21/87 GEVIRT1pN FROFI THESE SPECIFICATIONS OR ANY DEVIATION FROM BRNCING.SEE '897-IC',IBRRCING VOW TRUSSES: ',TN's=�•.`:�:�. C= O [= o THIS OE'SIGN OR ANY FAILURE TO BUILD THE TRUSS IN CDNFORFRNCE CONIENTRRY AND RECOMNIENDRTIONS--TPI). SEE - � a � •:j [� O O o WITH THE-OURLITY CONTROL FDNIIRL- BY IPI. RLPINE'CONWECTORS THIS DESIGN FOR RODITIONRL SPECIAL PERHR- \- . r , TC DL .14. 0 PSF DRUG CRUSR795 6720/006 0 0 0 o ARE MMUFACTU ED FROM 2D GRUGE GALVANIZED STEEL UNLESS NEWT BRACING REOUIREMIENTS. UNLESS OTHERYISF LPIN CA, BC OL + 5.0 PSF CR -ENG SAI: p p OIAICRWISE SHOWN, MEETING REIXIIRENIEMS OF HS1M RV46 GRADE A. SIOYN, IOP CHORD :HALL BE LFITCRIY LY BOIiCF.D 1 ! �• /i • 1 0 o RPPLT CUHNECTORS TD 007H rnCES AT EACH JOINT AND LOCRIE HS YIIH PROPERLY R11RC�4ED PLYWODU SHL'RIHING, 'r' � �•J �i' TOT. LD. 35. 0 PSF 0/R LEN. 21-10-0 SHOWN. BEARING WIDTHS FIRE 4- NOMINAL UNLESS OTHERWISE S)OUN. BDIIOM CHORD PITH R1 10 CEILING OR BRACING ! /'J/ '7j ` i . `• TRUSS O DESIGN SFRNDHIDS CONFORO YIIH FPPLICRBLE PROVISIONS OF AS SPECIFIED ON DESIGN. 00 NOT USE THIS /' D�, FAC.' 1.25 PITCH 5.0/12 �ND%-82 AND -IPI 78 DR PCT 80. DESIGN YIIH FIRE RETHRDRNI TREHTEU LUMBAR.' .--1P1 - TRUSS PLATE INSTITUIF. NOS - W110NHL DFSIGN SPECIFICATION F014 WO00 CONSIRUCIICN 99�/ ` . SPACING 2q . 0- I TYPE C O MN - - I 2ffo" 011 JOB: 11359 SPA JJ RV CORP TOP CHORD 2X6 FIR -LARCH #2 BOT CHORD 2X4 FIR -LARCH '#2 WEBS 2X4 HEM -FIR STAND., EXCEPT AS SHOWN A11 -2X4 F.IR-LARCH *1 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 42949. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 139 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." + Single cut this end. ++ Bottom chord checked for 10 PSF live load. 111 1 TC X -LOC L -R: 9.29 9.65 19.00 28.35 37.71 BC X -LOC L -R: 9.29 9.65 19.99 28:35 37.71 * 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. ** 2X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 4" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA. INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. Awatt QACV IN& FILL - FOR PLAS V E -K 2X4 1-5-8T R-1310# W- 3.50" 19-0-0 119-0-0 2X4 11-5-8 R-1310# W- 3.50- OVER 2 SUPPORTS PLATE TYPE--RLPINE SEON--115463 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR SPA REV 13.0.7 SCALA - C.!O/S 0 0 0 0 0 0_,,. [=ATR*IMPORTANT** US CM [= O C= O C= ALPINE ENGINEERED PRODUCTS, INC. SHTILL NOT BE RESPONSIBLE FOR FIY DEVIATION FROM THESE SPECIFICATIONS OR INT DEVIATION FROM THIS DESIGN DR ANT FAILURE TO BUILD THE TRUSS IN.00160RMANCE WITH THE -QUALITY CONTROL MANUAL' BT TPI. ALPINE CONNECTORS ARE MFAFRCTUiEO FROM 20 GRUGE GRLVRNIZED STEEL UNLESS OTHERWISE SHOWN, MEETING REOUIREMENFS OF ASTM FR49 GRADE R. APPLY CONNECTORS TO BOTH FACES RT EACH JOINT f%D LOCATE AS BEARING WIDTHS ARE 4' NOMINAL UNLESS OTHE1611SE SHDWN. DESIGN STRNORDS CONFORM WITH' APPLICABLE PROVISIONS OF •SOS -02 AND -IPI-78 OR PCT -80. TRUSSES REQUIRE EIITREME CARE WARNING IN HANDLING.' ERECTION AND BRRCING.SEE -BYT-TG',OIRRCING MUM TRUSSES= COMMENTARY FID RECav1ENDATIONS-•7PI). SEE THIS DESIGN FOR FOOITIONAL SPECIAL PERMR- RENT BRACING REQUIREMENTS. UNLESS OTHERWISE SHDVN, TOP CHAD SHALL BE LATERALLY BRACED WITH PROPERLY ATTACHED PLYWOOD SHEATHING, BOITI CHORD WITH RIGID CEILING OR BRACING AS SPECIFIED ON DESIGN. DO NOT USE THIS OLSJLN 9I1N FIRE RETARDANT TRCRICD LUMDER. y! i�r►o /0; ' 'r"'-•�y� - U'T %'"�TC u47 "( $' =. ��IV1!. J-. ^G1TF� DESIGN CRIT REFR795--5395 TC LL 16.0 PSF DL 14.0 PSF BC DL X5.0 PSF TOT.LD.35.0 PSF DATE 07/21/87 DRYS 87(2 j)007 CR -ENG FM 0/R LEN. 36SHDVN. DUR .FRC . 1.25 PITCH 5.0/12 SPACING 24_-D" TYPE C OMN •__TPI - TRUSS PLATE INSTITUTE, NDS - N7TIONRI DESIGN SPTCIFICATION FOR YOM CGW.1RUCIICN OL, JOB: SPA JJ RV CORP. THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRUSS FABRICATOR TOP CHORD 2X6 FIR -LARCH #2 BOT CHORD 2X4 FIR -LARCH #1 WEBS 2X4 HEM -FIR STAND., EXCEPT AS SHOWN :W1 -2X6 FIR -LARCH #2 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESFIARCH REPORT #2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 130 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS." IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. Bottom chord checked for 10 PSF live load. 1++ Single cut this end. 1-5-8 T TC X -LOC L -R: 8.29 7.96 13.43 29.00 26.57 32.94 39.71 BC X -LOC L -R: 9.29-19.15 20.00 29.85 39.71 * 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. TRUSS DESIGNED WITH EQUAL PANELS BETWEEN INSIDE ENDS OF SCARF CUTS UNLESS OTHERWISE NOTED. PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT. PLATES SHOWN ARE CONTROLLED BY TRUSS FABRICATOR PLATE INVENTORY. REFER TO DRAWINGS A103 AND A184R FOR OVERHANG DETAILS. 0 3X10 R-1309 W- 3.5D" T1-5-8 3X10 R-1309 W- 3.5D" 20-0-0 20-0-0 18" O.H. �� 18 0. H. 20-0-0 20-0-0 qo b 'tU U U — OVER 2 SUPPORTS PLHTE TYPE--RLPINE SEON--115222 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR SPA REY 13.D.7 _ SCALE - 0.1875 ' r' [_ [= O � ALPINE ENGINEERED PRODUCTS, INC. ( IMPORTANT SFWLL NOT 8E RESPONSIBLE FOR 'ANY TRUSSES REWIRE EXTREME CAE WARNING IN HANDLING, ERECTION' AC� ,:- -=•=•• �_. DESIGN CRIT REFR795--5341 TC LL 1 6 .0 PSF DATE 07/21/87 o O o DEVIRTION FROM THESE SPECIFICATIONS .DR ANY DEVIATION FROM IN CLONNECTORS BRRCING.SEE-UT-7C-,!BRACING 0000 TRUSSE SEEPERtI� CiODITNI�ONRL '' v `: %;: 1A DRUG CRUSR795 B7201DD3 C7 C= O [� Y1TH TTTHIS fI'OURLIGN OR TTYCONfROL MFNURLFAILURE TO 'LBTT PlHE , RLSPINE THIS OHFORMRNEE ESILN FDR SPECIRL.. t�''.� TC OL 14 .0 PSF CR-ENGLPIN o O t= o ARE MANUFACTURED FkOM 20 GAUGE GALVANIZED STEEL MESS OTHERWISE SHOWN, MEETING REWIRENENTS OF TTSTo AYY6 GRADER. APPLY CONNEL10R5 lD BOTH FTTCES AT EACH HINT !TND LOCATE RS HENT BRACING REOUIREMEN75. UNLESS OTHERWI SNDYN, TOP CHORD SHTB.L BE LATERALLY BRAC YI1H PCHORD T RTTRIGID PLYNOOO SHEATHIN '�CA" yl "�"�TOT.LD. BC DL ��_5.0 PSF 35.0 PSF 0/R LEN. 40-0-0 o TRUSS SHOWN. BERRING WIDTHS FIRE N' NOMINAL UNLESS DTHERWISE SHINN. STRNDMDS CONFORM WITH FPPLICRBLE PROVISIONS OF BOTTOMCHORD Y1TH R1G10 CEILING 0R BRAC!//'DESIGN AS SPECIFIED ON DESIGN. DDNDT USE TN'•:..:.. ::r'i OUR. FAC . 1 . 25 PITCH 5.0/12 •NDS -82 AND •TP1-78 OR PCT -80. ULSIGN 1111H FIRE REIRRDRNT TREATED LUMBER T.—; :'TPI SPACING 24.0" TYPE COMN - - - 1RU5:: PLATE INSIITLML". •NOS NaT1UNAt LtlSIGN tiFECIFICRTION FUR YWD CDM'i NUCIILN7 II � JOB: SPA JJ CARMEL THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT. SUBMITTED BY TRUSS FABRICATOR TOP CHORD 2X4 FIR -LARCH #2 BOT CHORD 2X4 FIR -LARCH #2 WEBS 2X4 HEM -FIR STAND. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 139 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." PLATES SHOWN ARE CONTROLLED BY TRUSS FABRICATOR PLATE INVENTORY. REFER TO DRAWINGS A193 AND A104R FOR OVERHANG DETAILS. + Bottom chord checked for 10 PSF live load. F cks for California Hip derived from is design. 0 0 0 0 0 0 0 o o LPIN 0 TRUSS T 1-5-8 TC X -LOC L -R: 9.29 .7.71 BC X -LOC L -R: 0.29 7.71 TRUSS DESIGNED WITH EQUAL PANELS BETWEEN INSIDE ENDS OF SCARF CUTS UNLESS OTHERWISE NOTED. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER. TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS. CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. 2X4 F-1 2X4 3X4 R-2609 W- 3.SD- R-260# Y- 3.5D" 18" O.H. B-0-0 OVER'2 SUPPDRTS SPA SEON--115235 FURNISH R CDPY OF THIS DESIGN TO ERECTION CONTRRCTOR ALPINE ENGINEERED PROUXTS, INC. TRUSSES REQUIRE EXTREME CARE StO"y ,\ \ DES II # * I MPORTRNT* * SHFdL NOT' BE RESPONSIBLE FOR ANY WRRN I NG IN HARDLINE, ERECTION AND OQ Yf[S� REY 13.0.7 DEVIRTION FROM THESE SPECIFICATIONS OR FNY DEVIATION' FROM BRRC]N6.SEE-BYT-76', EBRRCING POLO TRUSSES: /%t�r�' �.�T' F0'1,�/�,�' TC LL 16.0 PSF THIS DESIGN DR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE ED TRAY AND RECOMMENDATIONSSEE' 9 = ;� WITH THE -DUALITY CONTROL MTNUIL- BY TPI. ALPINE CONNECTORS THIS DESIGN. FOR ADDITIONAL SPECIAL PEIQIR- 91 TC DL � 14 0 PSF ARE MRNUFACTURED FROM 20 PAM GALVANIZED STEEL UNLESS RENT BRACING REOUIREMENTS. UNLESS. OTHERWISE BC DL + S . O PSF 07HERWISE SHOWN, MEETING REDUIREMENTS OF ASTM R446 GRADE A. SHOWN, TOP CHORD SHRLL.BE LATERALLY BRIM ` j3iibS APPLY CONNECTORS TO BOTH FACES AT EACH JOINT AND LOCATE AS WITH PROPEWY ATTACHED PLYWOOD SHERIHING,TOT. LD. 35. 0 PSF N. BEARING WIDTHS ARE 4' NDMINIL UNLESS OTHERWISE SHOWN. 8017011 CHORD WITH RIGID CEILING OR BRACING oE516N STTiNlXi11D5 CONFORM PITH APPLICABLE PROVISIONS of AS SPECIFIED ON DESIGN. oo NO1 USE TWS'4=7,;_ �` �;���% OUR. FRC. 1.25 .NDS -BZ AND •TPI -70 OR PCT -FO. 1I DESIGN WITH FIRE RETRRORNT THERILU LUMBER. SPACING 2q -D- .• -i PJ - MUSS PLATE INSI]IUT F. NUS - Ni110NFiL DTS]GN SPE LIFICfl11ON fOP WOOD 6DNSIRID:1 I ON %� SCALE - O.!z90 I DRVG CRUSR795 87201010 1 0/R LEN. B-0-0 PITCH . 5.0/12 TYPE MOND - - JOB: SPA'JJ CARMEL ll'� THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT. SUBMITTED BY TRUSS FABRICATUJbk: TOP CHORD 2X6 FIR -LARCH #2, EXCEPT AS SHOWN BOT CHORD 2X4 FIR -LARCH #2 WEBS 2X4 HEM -FIR STAND. :T1 -2X4 FIR -LARCH #2 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 138 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS." IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA. INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. Conventional framing is not the responsibility of the truss designer, plate manufacturer, nor truss fabricator. Persons erecting trusses are cautioned to seek advice by local professional engineer regarding conventional framing. 211 typ\ 8X8 2X4 3X7 12 5. OD 1-5-8 3XG R-2320# W- 3.50' TI 5X4 7=2-14 _I 13-4-3 TC X -LOC L -R: 0.29 3:77 7.07 13.92 28.76 24.07 27.54 BC X -LOC L -R: 0.29 7.30 13.92 20.53 27.54 2 COMPLETE TRUSSES REOUMED F�=-� FASTEN TOGETHER WITH : 16D NAILS #1 HIP ONLY TOP CH ------------------ 15" O.C. WEBS ------------------ 4" O.C. STAGGERED BOT CH ------------------ 16" O.C. THIS #1 HIP DESIGNED TO SUPPORT B' 8'" JACKS WITH_NO WEBS. All nails specified are common wire nails. PLATES SHOWN ARE CONTROLLED BY TRUSS FABRICATOR PLATE INVENTORY. thfa dr aving a]an spocifl.a deafp: for cottmon hit. t1._- 90 to used !2<^ O.C. (1 ply). V.# same and plates. Extend top chord to hip raft.r and support ev.ry 6-0-0. DTace flat top chord v!2X1.lateral bracing 02c" O.C. Fasten 8-0-0 type 2X4 8X8. 3X72X4 12 T► Q5.00 ) 3X8 5X4 7-2-14 27-10-0 OVER 2 SUPPORTS 'LATE TYPE --ALPINE SEON--115233 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR [� o o O [� o f ALPINE ENGINEERED PRI,OUCTS, INC. TRUSSES REQUIRE EXTREME CARE �Q�;• art sl I MP ORTRNT* i SHALL NOT BE RESPONSIBLE FOR Fw WARNING m HANDLING, ERECTION FM OATRUS DEVIATION FROM THESE SPECIFICATIONS OR MY DEVIA110H FROM BRRCING.SEE -BUT-76-, IBRRCING YOM TRUSSES:[= [= THIS DESIGN, OR RNT FAILURE TO BUILD THE TRUSS 1N COHB'ORrtwCE COMMENiRRT FHO RELLfOIENDRTI0N5-a1Pil. SEEC= [� WITH THE -OURLI1T CONTROL MRNURL- BT TPI. ALPINE CONNECTORS THIS DESIGN FOR FOOITIONRL SPECIAL PERMR-C=[_ [= ARE MF#WRCTIRED FROM 2D GAUGE GRLYRNIZED STEEL UNLESS NENT BRACING REDUIREMENTS. UNLESS OTHERWISE t= OTHERWISE SHOWN, MEETING REQUIREMENTS OF A^a1M A446 GRACE A. SHINN, TDP CHORD SHALL BE LRTERRLLT BRACED �I APPLICONNECTORS TO BOTH FACES RT EACH JOINT AND LOCATE AS Ul1N PROPERLY RITRCHED PLYWOOD SHEATHING, SHOWN. BEARING WIOIHS RRE 4' NOMINAL UNLESS OTHERWISE SHOWN. BO17DM CHORD WITH RIGID CEILING OR BRRCING0oH= DESIGN STANOFRD.S CONFORM WITH APPLICABLE PRDVISIMS DF ILS SPECIFIED ON DESIGN. DO NDT USE THISaNDS-B2 AND -IPl-7B OR PCT•B0. DESIGN UI18 FIRE RUARDRNT TRERTED LUMBER..—.. ._. ��N.. apt -A/ y O 3XG R -2321A W- 3.50- REY 13.0.7 . PPSAI I ;i:Roel - r._: sur. ,'N CRIT I IRr I RFF - 074 - -SQE17 TC LL 1G.0 PSFDATE 07/21/87 TC OL 14.0 PSF ORVG CRUSR795 87201009 8C DL 5.0 PSF CR -ENG MS,-.,-- TOT. LD: 35.0 PSF 0/R LEN. 21-10-0 ' OUR.FRC. 1.25 . PITCH 5.0/12 Setback: 9-0-0 ITYPE CSPS-- m Y 21'ro'1 C 11 Z 71/O I' �D G,1 VELQPMLNT PE -C J11 JOB: 11359 SPA JJ RV CORP TOP CHORD 2X6 FIR -LARCH *2 BOT CHORD 2X4 FIR -LARCH #2 WEBS 2X4 HEM -FIR STAND., EXCEPT AS SHOWN :W1 -2X4 FIR -LARCH #1 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT *2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." + Single cut this end. ++ Bottom chord checked for 10 PSF live load. 1-5-8 T R-1310# W- 3.50" 1 _U TC X -LOC L -R: ,0x.29 9.65 19.00 28.35 37.71 BC X -LOC L -R: 61.29 9.65 19.00 28.35 37.71 * 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. ** 2X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 4" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. IT IS.THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. Q tJITH SACKING F1LL. FOR PLASTER 19-0-0 _x-19-0-0 R-1310# W- 3.50- OVER2 SUPPORTS PLATE TYPE --ALPINE SEON--115463 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR. SPA REY 13.0.7 SCALE _.C.:9/5 p C=) 1= [= t= O p O O O o LPI N t= p o TRUSS o O p p p J t ALPINE ENGINEERED PRODUCTS, INC. **IMPORTANT** 91RLL NOT BE RESPONSIBLE FOR Any DEVIATION FROM THESE SPECIFICATIONS OR ANY DEVIATION FROM iH15 DES ICN OR ANY FAILURE TO BUILD THE 7fA155 �1N COr:FOflMRNCE WITH THE -DUALIIT CONTRDL MRNURL- BY IPI. ALPINE CONNECTORS ARE MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS OTHERWISE SHOWN, MEETING REOUIREIENTS OF AS1M AM GRADE A. APPLY CONNECTORS TO BOTH FACES AT EACH JOINT AND LOCRIE AS SHDYN. BEARING WIDTHS ARE 4' NOMINAL UNLESS DTHEIOIISE SHOWN. DESIGN STRNOFADS CONFORM WITH APPLICABLE PROVISION! OF •1OS-82 AND - 21 -IB OR PCT -B0. TRUSSES REQUIRE EXTNEIE CARErn�- WARNING IN HANDLING, ERECTION AND BRACING.SEE -091-7F,-,(BRRCING Y00D TRUSSES: COMMENTARY AND RECU4IEN0RTIONS-•TPI). SEE THIS DESIGN FOR FODITIONRL SPECIAL PERMR- NENT BRACING REOUIREMENIS. UNLESS OTHERWISE SHDVN, TOP CHORD SHALL BE LRTERRLLV BRFCEO 91111 PROPERLY ATTACHED PLYWOOD SHERIHINC, BOTTOM CHORD WITH R1610 CEILING OR BRACING AS SPECIFIED ON DESIGN. OO NOT USE TH1S OLSIGN UI1H FIRE REIRRDRNT TREATED LUMBER. _ �. -'�•T .�<':,C !% 9-'•��� "•�',Y..1 .::.FOURFAC. �l.4 7 "i !ge /X �CIY11 - ! .. - - r Vii.% - *i1,T,- l Z7 N CRI;24.0' REF - - - .0 PSF . 0 PSF -}-� . O PS' D. .0 PSF 7 DATE 0712118 DRVG 87(2 CR -ENG FM 0/R LEN. 38-0-0 25 PITCH 5.0/12 TYPE C OMN ••-1P1 - TRUSS PLRIF INSTITUTE, NDS - NRTIONIV DESIGN SPECIFICATION FOR WOOD CON:7RUCIICN V1': JOB: SPA JJ RV CORP. THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRUSS FABRICATOR TOP CHORD 2X6 FIR -LARCH #2 BOT CHORD 2X4 FIR -LARCH #1 WEBS 2X4 HEM -FIR STAND., EXCEPT AS SHOWN :W1 -2X6 FIR -LARCH #2 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS.° IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. Bottom chord checked for 10 PSF live load. 1++ Single cut this end. 1-5-8 T TC X -LOC L -R: 8.29 7.06 13.43 20.00 26.57 32.94 39.71 BC X -LOC L -R: 0.29.10.15 20.00 29.85 39.71 * 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. TRUSS DESIGNED WITH EQUAL PANELS BETWEEN INSIDE ENDS OF SCARF CUTS UNLESS OTHERWISE NOTED. PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT. PLATES SHOWN ARE CONTROLLED BY TRUSS FABRICATOR PLATE .INVENTORY. REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. (9 3X10 R -138D# N- 3.50" 18" 0. H. i PLRTE TYPE--RLPINE C= C= C= C= O O 0 o C=VIIj= C= an C= C= C= C= C= C= C= C= Cm LPIN TRUSS 9 20-0-0 ! L20 -D-0 20-0-0 120-0-0 40-0-0 OVER 2 SUPPORTS SEON--115222 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRRCTOR ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CRRE r- - f * I MPORTRN T ** sFALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING,. ERECTION RNO �.5:...-.. DEVIATION FROM THESE SPECIFICATIONS OR ANY DEVIATION FROM BRRCING.SEE-WT-7C-,(BRACING RDDD TRUSSES: cT� �• THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN COIO'ORMRNCE CORIENTRRY AND RECCtUFNDRTIONS--11'I1. . SEE �•t ��' WITH THE -DUALITY CONTROL MANUAL" BY TPI. ALPINE CONNECTORS THIS DESIGN FOR FODITIDIAL SPECIAL PERMR- J �+.•� ARE MANUFACTURED FkOM 20 GAUGE GALVANIZED STEEL UNLESS HENT BRACING REOUIREMENTS. UNLESS OTHERWISE OTHERWISE SHOWN, MEETING REUUIREMENTS OF RST" R446 GRADE R. .SHUN, TOP CHORD SHALL BE LATERALLY BRRCEO APPLY CONNECTORS 10 BOTH FACES RT EACH JOINT MO LOCATE AS WITH PROPERLY RTTRCHED PLYNOOD SHERIHING, SHOWN. BEARING WIDTHS FIRE 4' NOMINAL UNLESS OTHERWISE SHOWN. BOTTOMCHORD PITH RIGID CEILING OR BRAC[ DESIGN SIRNOTAOS CONFDR11 YITH APPLICABLE PROVISIONS OF AS SPECIFIED ON DESIGN.' OD NOT USE THl -NDS-62 AND-1PI-78 OR PCI.60. OLSIGN 911H FIRE REIRRonur TREATED LUIIBLA. -•-IPI - 1RUSS PLRIF INSTITUIL. -NDS • NIIIUNRL DISIGN SFECII ICR110N FUR NIXX) CONSINUCIILN %�?//fj7- S PA - REV 13.0.7 P T 1-5-8 R-13BOO Y- 3.50" 18" O.H. SCRLE - 0.187S ac;--g14u TC LL 1 G . 0 PSF DRTE -07121187 TC OL 14. 0 PSF ORWG CRUSR795 87201003 BC OL _�5.0 PSF CR -ENG _ TOT.LD. 35.0 PSF 0/R LEN. 40-0-0 DUR.FRC. 1.25 PITCH 5.0/12 SPRCING 24.0" ITYPE COMN- - J 1'1 JOB: SPA JJ RV CORP. THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT. SUBMI1-TED BY 1RUSS FABR1 TOP'CHORD 2X4 FIR -LARCH #2 BOT CHORD 2X4 FIR -LARCH #2 WEBS 2X4 HEM -FIR STAND. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 13.ffi FOR 'PLATE LOCATIONS ON TYPICAL JOINTS." PLATES SHOWN ARE CONTROLLED BY TRUSS FABRICATOR PLATE INVENTORY. + Bottom chord checked for 10 PSF live load. PLATE TYPE--RLPINE 0 0 0 0 0 0 0 0 0 0 0 0 N= o 0 o L�PIN�� o T{71� IQQ \ o 0 0 0 0 T qx4 TC X -LOC L -R; .6.29 5.60 10.92 16.23 21.54 BC X -LOC L -R: 0.29 10.92 21.54 TRUSS DESIGNED WITH EQUAL PANELS BETWEEN INSIDE ENDS OF SCARF CUTS UNLESS OTHERWISE NOTED. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. 4X4 O 3X4 R-74411 W- 3.50 - 18" 0. H. 10-11-0 _L10-11-0 21-10-0 OVER 2 SUPPORTS SEDN--115228 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR ALPINE +F� IMPORTANT#NENGINEERED r eE RESPIINsi�EFoii'R�Nf VRRNING ix HRF.�B,IREEXTREnE ERETCARE CARE ..''DEVIATION FROM THESE SPECIFICATIONS OR ANY DEVIATION FROM BRRCING.SEE-BWT-7C-,IBRRCING VOSES .�-�,�a•w'7H15 DESIGN DR RNT FAILURE TO BUILD THE TRUSS IN CONFORMANCECOMMENTARY FND RECpTMENDRT10N5--1SEE 'r:VITH TIE 'OUFiLITf COHIRDL FONUAL' BY iPl. ALPINE CONNECTORS IH15 DESIGN FOR RODITIDIAL SPECRMR- ARE MFNIFRCTLRED FROM 20 GRUGE GALVANIZED STEEL UNLESS WENT BRACING REOUIHEMENIS. UNLESSRWISE • _OTHCRVISE SHOWN, MEETING RCDUIREMCNTS OF FIS1M 8446 GRACE R. SIIDVN, TOP CIABD SHALL BC LATCR..D APPLY CONNECTORS TD BOTH rRCES RT EACH JOINT AIA LOCATE RS WIIH PROPERLY AIIACHCD PLYVOUD ING, •ti's ^ •SHOWN. BEARING WIDTHS AIE 4- NOMINAL MESS OTHERVISE.SHOWN. BOTTOM CHORD VITH RICIO CEILING CING /r��/�7�J/j/���{DESIGN STRNOFADS CONFORM VI1H APMICR$C PROVISIONS OF F6 SPECIFIED ON DESIGN. W NDTHIS �,'�"G"""•_� �-NDS-82 AND -TPI-78 DR PCl-B0. DESIGN VIIH FIRE HEIHRDRNT 1RERTEER.---IPI - TRUSS PLATE INSTITUTE. NOS - H111DNRL DFSIGN SPECIFICATION FDR N000 CONST NUC%�j//� T 1-5-8 _1 3X4 R-744# W- 3.50- PA REV J3 0.7 SCALE - 0.?SDC DESIGN CRIT UBC REF -- ,� TC LL TC DL BC DL + TOT.LD. 16.0 PSF 1q. 0 PSFDRYG 5:0 PSF 35.0 PSF DATE 07/21/87 CRUSR795 67201006 CR -ENG SAF , 0/A LEN. 21-10-0 4 DUR.FRC. 1.25 PITCH 5.0/12 SPACING 24:0' TYPE COMN -- J L•1 JOB: SPA JJ CARMEL THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SubMITTED BY IKUSS FABRICAIOR TOP CHORD 2X4 FIR -LARCH $2 BOT CHORD 2X4 FIR -LARCH i2 WEBS 2X4 HEM -FIR STAND. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 139 FOR "PLATE LOCATIONS ON TYPICAL JOINTS.° PLATES SHOWN ARE CONTROLLED BY TRUSS FABRICATOR PLATE INVENTORY. REFER TO DRAWINGS A193 AND A194R FOR OVERHANG DETAILS. + Bottom chord checked for 10 PSF live load. Jacks for California Hip derived from this design. T 1-5-B TC X -LOC L -R: 8.29 .7.71 BC X -LOC L -R'.. 9.29 7.71 TRUSS DESIGNED WITH EQUAL PANELS BETWEEN INSIDE ENDS OF SCARF CUTS UNLESS OTHERWISE NOTED. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS. CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. 2X4 1 2X4 3X4 0-2609 Y- 3.50- R-26011 Y- 3.SD- 18" 0. H. B-0-0 OVER 2 SUPPORTS PLATE TYPE --ALPINE SEON--115235 FURNISH R COPY OF THIS DESIGN. TO ERECTION CONTRACTOR `SPA REV 13.0.7 SCALE - D.!ZoO o O I= o q [= ALPINE ENGINEERED PRODUCTS, INC. `' TRUSSES REWIRE EXTREME CARE �Uf[SSIJh \ DESIGN CRIT REF -- * **IMPORTANT** S1W&L NOT BE RESPONSIBLE FDR RNY WARNING IN IO]IRILING, ERECTION AND Q \. DEVIATION FROM THESE SPECIFICIims OR "Nr DEVIATION FROM BRRCIN6.SEE -BWT-7G-,IBRRCING VOW TRUSSES* �,%PN'/ 1.0. TC LL 19.0 PSF DATE 07/21/87 [� [= q [� THIS DESIGN OR RN'I FAILURE TO BUILD THE TRUSS IN CONFORMTINCE COMMFlITPoiI AND RECORIENORT[075-•TPI). SEE O b q [� WITH THE -DUALITY CONTROL nFNI1AL- BY TPI. ALPINE CONNECTORS THIS DESIGN FOR Fo0[T10IFt SPECIAL PEIQIR- '"^ _ A� TC DL 14. O PSF OR CRUSR795 87201010 q b q o ARE MRIUFRCTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS RENT BRRCING REOUIREMENIS. UNLESS. OTHERVISE ��i C ��f.�j.��`� BC DL S . O PSF CR -ENG A-. LP I N q OTHERWISE SHOWN, IIEE71NC REWIREMENTS OF ASTM R446 GARDE R. SHOWN, TDP CHORD SHML BE LATERALLY BRACED Vjq,L , + p O APPLY CONNECTORS TO BOTH FACES AT EACH JOINT AND LOCRIE AS WITH PROPERLY ATTACHED PLYWOOD SHERIHING, / TOT. LD. 35.0 PSF 0/R LEN. 13-0-0 TRUSS O SHOWN. BEARING YIOINS ARE 4' NOMINAL UNLESS DITENWISE SHOWN. 6017C"CHORD WITH RIGID CEILING OR BRACING L' DESIGN STANDARDS CONFOR" WITH APPLICABLE PROVISIONS of AS SPECIFIED 04 DESIGN. DO NOT USE THIS �.,.,-_ .,�rc� OUR. FAC. 1.25 PITCH . 5.0/12 .NOS -02 AND •TPI -78 OR PCT -BO. DESIGN WITH FIRE REIRROANT TREATED LUMBER. O O q O ..-TPI - MUSS PLAIF. INSIITUIE, NUS - NITIONAL UTS]I'.N SPECIFICATION FOR MOOD GONSIRUCIION SPACING 2q. O " TYPE MON - - J 1.1 JOB: SPA'JJ CARMEL TOP CHORD 2X6 FIR -LARCH *2, EXCEPT AS SHOWN BOT CHORD 2X4 FIR -LARCH *2 WEBS 2X4 HEM -FIR STAND. :T1 -2X4 FIR -LARCH *2 THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRUSS FABRHCAT6R CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT *2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 13.8 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS. - IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING.LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. I gonventional framing is not the responsibility of the truss resigner, plate manufacturer, nor truss fabricator. Persons erecting trusses are cautioned to seek advice by local professional engineer regarding conventional framing. 2t1 'typ 8X8 2X4 3X7 12 TI 5.00 1-5-8 5X4 3XG R-2320# W- 3.50" PLATE TYPE --ALPINE O YTDIoo0 O C=) O \ 3%oO o r -n O O = 7-2-14 _1_13-4-3 TC X -LOC L -R t 0.29 3.77 7.87 13.92 28.76 24.10.7 27.54 BC X -LOC L -R: 9.29 7.30 13.92 20.53 27.54 2 COMPLETE TRUSSES REOUT RED F�--� FASTEN TOGETHER WITH 16D NAILS #1 HIP ONLY TOP CH ------------------ 15" O.C. WEBS ------------------ 4" O.C. STAGGERED BOT CH ------------------ 16" O.C. THIS #1 HIP DESIGNED TO SUPPORT 8' S"' JACKS WITH NO WEBS. All nails specified are common wire nails. PLATES SHOWN ARE CONTROLLED BY TRUSS FABRICATOR PLATE INVENTORY. This dr swing also spocifies d,af@-. for r.—o hil, trusses to he used 626' O.C. (I ply). Use a.m. luobe i.c onli F..*arfon and plates. Extend top chord to bip rafts and sopPorl .—F 6-0-0. Brace flat top chord w!2X6 literal bracing R26" 0.l. Fast.n to each chord with 2-3od nrlls. 8-0-0 typ. 2X4 8X8 3X7 2Xq TI 12 Q5.00 ) 0 3X8 SX4 3XG R-2320# W- 3.50" _L7-2-14 -- -I 27-10-0 OVER 2 SUPPORTS SEDN--115233 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR ALPINE ENGINEERED PRLOUCTS, INE. TRUSSES REQUIRE EXTREME CARE * * I MPORTRNT * * SHALL NOT BE RESPONSIBLE FOR FW WARNING IN rwNDLING, ERECTION AND DEVIRTION FROM THESE SPECIFICRTIONS OR ANT DEVIRIION FROM BRRCING.SEE BWT46',lF1RRCING YOLfi TRUSSES: THIS DESIGN OR ANY FAILURE 1D BUILD THE TRUSS IN COIFORNHA[E COMMENTARY RNO RECUMnENORTIO S-•TPII. SEE WITH THE 'DUALITY CONTROL MANUAL -.BT TPI. ALPINE CONNEC70RS THIS DESIGN FOR FDOITIONRL SPECIAL PERMR- ARE MA4UFRCTUiEO FROM 20 GRUGE GALVANIZED STEEL UNLESS NENT BRACING REOUIRENENTS. UNLESS OTHERWISE OTHERWISE SHOWN, MEETING REOUIREMENTS OF ALTA R44G GRACE R. SHOWN, TOP CHORD SHALL BE LRTERiLLY BRACED 12 I APPLI CONNECTORS TO BOTH FACES AT EACH JOINT FM LOCATE AS YITtl PROPERLY ATTACHED PLTYDOO SHER7WNG, SHOVW. BEARING 9107HS ARE 4' NOMINAL UNLESS 07NMISE SHOWN. BO'I70M.CHORD WITH RIGID CEILING OR BRACING � DESIGN STRM"OS CONFDRM WITH APPLICABLE PROVISIONS DF AS SPECIFIED ON DESIGN. DO NOT USE THISCIVtk .RDS -82 AND -IPI-78 NIR PC7-80. DESIGN WITH FIRE RETARDANT TREATED LUMBER. �. 47 •--TPI - IHUSS PLATE INSTITUTE. NOS - MIIONRL DESIGN SPECIF[LR110N FOR Y000 CONST RIR:IIUN 7 REY 13.0.7 PP SAI I SLRI.1 - O.zWr, DESIGN CRIT JJB REF -- TC LL TC OL BC DL TOT: LO. 16.0 PSF 14.0 PSF 5.0 PSF 35.0 PSF DATE 071211137 DRVG CFIUSR795 87201009 CR -ENG MS 0/A LEN. 27-10-0 OUR -FAC. 1.25 PITCH 5.0/12 Sethnrl - R -n -n TYPE CSPS - - J1'1 JOB: SPA JJ CARMEL TOP CHORD 2X6 FIR -LARCH #2, EXCEPT AS SHOWN BOT CHORD 2X4 FIR -LARCH #2 WEBS 2X4 HEM -FIR STAND. :T1 -2X4 FIR -LARCH s2 THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED .BY TRUSS FABRICATOR CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. ALL PLATES ARE TO BE CENTERED'ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 138 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR'TO CUTTING LUMBER TO VERIFY THAT ALL DATA. INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. 8-0-0 typ. 8X8 1" tvv. 3X9 12 Tl 5.00 2X4 3X9 R-1729# Y- 3.50- 'TYPE--RLPINE O O O O O O 0 0 o C= C= O C= O 1= o o C= 0 o LPIN o TRUSS o r.= C= n 3X4 7-2-14 _L7-4-3 TC X -LOC L -R: 0.29 3.77 7.87 10.92 14.76 18.07 21.54 BC X -LOC L -R: x.29 7.30 18.92 14.53 21.54 * 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTCR. THIS #1 HIP DESIGNED TO SUPPORT 8' 0" JACKS WITH NO WEBS. Flat top chord shall be laterally braced with properly connected purlins spaced at a maximum of 24" O.C. PLATES SHOWN ARE CONTROLLED BY TRUSS FABRICATOR PLATE INVENTORY. Conventional framing is not the responsibility of the truss designer, plate manufacturer, nor truss fabricator. Persons erecting trusses are cautioned to seek advice by local professional engineer regarding conventional framing. Ihia draw,.also specifier desi Cn for cotmnn hip trusses to p p be use ! d @26" O.C. Use saw lushar.configuration and plate.. 2 X (� 8$$ [atend top chord to hip ratter and support #vary 6-0-0. grace Ilse top chord w/2X6 lateral bracing @.6" O.C. Fast— to each ZZ chord with 2-16d [oils. TI 3X9 �- 12 -5.00 ' 2X4 1-5yy-8 _L 3X8 5X4 3X9 R-1729# Y- 3.50- 7-2-14 21-10-D OVER 2 SUPPORTS SEON--115232 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRRCTOR E EXTREME CARE * I MP ORTRNT** SHRLLNOTENGINEERED BEEESRESPONSIBLE FOR INC. RE ANY N RRN I NG IN HRNixiNGI IEERECTION AND DEVIATION FROM THESE SPECIFICATIONS OR ANY DEVIATION FROM BRRCING.SEE -BUT-76-,IBRRCING MOM TRUSSES: THIS DESIGN DR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE COTIMEN1RRY AND RECOMMENDRTIONS--IPI). SEF WITH THE -QUALITY CONTRDL MRNURL' BY TPI. ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PERMA- ARE MORIFRCTUiEO FROM 20 GAUGE GALVANIZED STEEL UNLESS NENT BRACING REOUIFEMENIS. UNLESS OTHERWISE OTHERWISE SHOWN, MEETING REQUIREMENTS OF ASTM F446 GRADE R. SHOWN, TOP CHORD SHALL BE LATERALLY BRACED APPLY CONNECTORS TO BOTH FACES AT ERC" JOINT AM LOCRTE ASU11H PROPERLY 117TAMD PLYWOOD SHER7H)1j SHOWN. BERRING WIDTHS ARE 4- NOMINAL UNLESS OTHERWISE SHOWN. 8017011 CHORD WITH RIGID CEILING OR BRRCfK DESIGN STANDARDS CONFORMWITH APPLICABLE PROVISIONS OF AS SPECIFIED ON DESIGN. DO NOT USE THIS -NDS-Ire FIND •IPI -78 OR PCI -B0. 1 DESIGN VI1H FIRE RETRROANT TREATED LUMBER. •--1P1 - IRUSS PLR1F. INS111UK, NDS - N111ON. Hi1sim SPFCIFium ON FOR WOOD CONSTRUC11U1 REV 13.0.7 PP SAI I DESIGN CRIT UBC TC LL 16.O PSF TC DL' 14.0 PSF BC DL 5.0 PSF TOT.LD. 35.0 PSF DUR. FRC. 1.25 Setback: 8-0-0 SL•HLE - 0.27SC DRAG CRUSR795 87201001 CR -ENG FM ,._ O/R LEN. 21-10-0 PITCH 5.0/12 TYPE CSPS - - 24e:W� .5 HEAT H l"ei- t) V4 I F` TIZLJ--,S, LSA F2- Lr-- EwD -T 0� �� I��,Iliil�lllllli�-. I I IIJI�IJ ���II� ! fl ifs �I� ISI IFIL A 122. x 6, C,a e 24 "a e IX4 'Z>(& p--jC;ejF ®m C-1 0\ 0 1:7 ITEM A .60 DCVarL*PAk*,Yr Lo'ot, s Lo&t�s -DE-&o LOAD Pi.Y..✓ o oto Jo�sTS � ►J5u�4.T�oN 1`�1 isc. lave Lcw c B.G. STRUCTURAL ENGINEERING \/5IZT1eAL Lo/b..D115 Ot,)L--f AUG 5 1987 SHEET NO. /aY JOB NO. g!M,Z DATE p ., 59vv4 s E-A LiVi riG, R.00M H -D ft. Lr- St -D" B.G. STRUCTURAL ENGINEERING w c 4- co (2o) c 9 s '% S.-1 'SIoD iZ% 578. g9 .443 e- 7 3. v /Svo ' Jug Mu. J i,z s I I DATE S -,s.7 I l�sE 4'x IrL cqA?. -4 cc- #Do . L z I &'-o"' r- 5v (o'*/F-r 1 /Sft r- J,fj /4w G AS(Smb) ( 4 7 (0 2 gs C/. zs) zj,4 6 4-x I � qe- /35-1 (..& I-+ I < -2.3.35 ala ITEM Go Lv r-- 0 S COLUMANS GI P', a\_ 0% z /s& 2a B.6.STRUCTURAL ENGINEERING SHEET N0. 301 ± JOB N0.822� 0 DATE 4- /50 evo lit t owC. .�/ S - `4 Vierwr, ITEM /99t.No4,—�o,�s B.G. STRUCTURAL ENGINEERING TSP BE't�t29a� Ws�� w t 4-(.o Ct1 A- Civ (g)t tsv(iS) I2( -c-'/" o & y r4 z / , 6C'NC, Cote, 'PAID �'Z-53(02A- � y 3� 2 y 3, 617 F -T �- �'� O �-r' '�C / rv-Zi N I DATE • 5-61 -61 I Pon EA. �.✓A�( RCXJIS ALCO COMPLIMICE CHECKLIST �M T �• FORM 2 For L.owIfse Residential Buildings (estept hotels and motels) ���`� (Revis.a 2/85) Step 1: Enter on the fors the values for each meisure from your buildtnq plan and specifications sheet. Step 2: Enter points on this page while working through the point systes Building She11 Measure Points Ccmp.liance Goal (see p. 5-2 or p. iii) . . . . 2 Total Floor Area .',r .ft 1. Slab -or, -Ground; Perlseter 11�,_ ft., Depth _min. . . . . 2. Raised Floor R-Yalue. . . . . . . . . . . . . . . . . . . . . R- A _Q 3. Ceiling Inwl_ALio_ or Construction Assembly .. . . . . • . R- 3 Attic, Percent of Roof Over Conditioned Space oo % ft 2 R. Nall Insulation or Construction Assembly.i• w�4Hte0 Glazing; Total t Floor Area St_nale Double Triple S. North -Facing. . to.4 % __ft2 aDr3tt2 _,.0­_ft2 6. East -Facing . .S ft2 IF _ft2 7. South -Facing. . % �ft2 IF �ft2 8. West -Facing S ,___.__ft2 �1 2 9. Skylight. . . . o.s S tt ft ft 14. Shading Coefficient , (e:Cludinq overhang)�— a. East . . .... ... ... ..: • to(.* SC �' . .... ... . b. South. a 9 o 9 o o o o C :/p'�►S° : . .. . . c. WestSC :3 .:. . ~ ..: . d. North* . . . . . . . .. . . .TiouiSC . . . . . . . . . . . . . C e. Skylight SC . . . . . . . . . . •11. Horizontal South Overhang Length. ft . .0:4W4 . . . . . . . 12. Noy -able Insulation, S Floor Area. . . .. . .0 C> 13. Infiltration (indicate Standard, Nadiva or 9 t) 14.- Thermal Nass �••••. Exterior Fall Thersal Nass Area. Heat Capacity, R•Yalue . • . . • . .fit , a, Interior'Thersai Nass Area, Most Capacity, R -Value �' ft2, SNC, pop NYAC System** f �'` �S 4 GL • �� 15. Gas Furnace without Refrigeration•Cooling N (Seasonal Efficiency) . . . . . . . . . . .. . . . . . . SE 16. Feat Pump (Energy Efficiency Ratio)*** 0 . . . . . . . . . EER 17. Gas Furnace with Refrigeration Cooling Seasonal Efficiency and Seasonal Energy Efficiency Ratio . • . • • • • . . . • . . . SE _ge SEER o 18. Active Solar (Net Solar Fraction, Z) . . . . . . . . . . . . .Ls %NS,F 19. Zonally C6ntrolled Electric -Resistance Space Heating . . . . . . . . . . ... . (Yes/No) W> U Domestic Yater Keattnq** .._.� 20. Solar With Gas Sact:up (get Solar Fraction, S} ` P4 USF 21. Other Water Ke+ting (Describe type) Point Systes CompTiance Total. . . . . . . . . • . . . • • V *North shading earns points only in Climate Zones 8, 9, 10, 12, 13, 14 and 15. **Attach documentation for efficiencies and Het Solar Fraction. ***Pleat pW;Qs and refrigeration cooling'do not earn points in Climate Zones 1, 3, 5, 7 and 16.' Table 3-1. Slab Floor Points I Insula- I R -Value of Insulation I I tion { -8 1 28 - 3111, { I 1 Depth. ) 1 I 49 I 1 I 0 I 51 1 inches 10-2 1 3-4 1 5-6 1 7f - f1 10- 11 4-1 I. -4 1 -4 1 -4 1 12 - 15 I -2 I -1 I -1 116-19I -4 I -1 I -1 l o l i 20 } I I -4 I I -1 I I 1 0 { 0 1 I I Table 3-2. Raised Floor Points alue of I � � ,elation I Po3&ts I. up to 2 1 -6 -j - -4 I . 18 I -2 I 19 up { Table 3-3a. Ceiling Insulation Pts. I R -Value of Insulation I Points I { 19 { -10 { I 22 i -8 1 28 - 3111, { -6 I 38 I ) 1 I 49 I 1 I 0 I ble 3-3b. Ceiling Assembly Poin IValue of Assembly (e lading air films) i Po is i 19"-�20- -12 21 _ { -10 23 - 2 I -8 28 - 3111, { -6 32 - 3, 1 -4 37-�38 1 -2 51 0 52 - 75 I 1-2 76 up i Points 15-2 1%_ 1 .... Table 3-3c. .otic Points Attic Equal to Following I Percentage o,f Roof Over Points Conditioned Space f-2 0% to 12% 0 13% to 37% +1 38% to 62%. +2 63% to 87% +3 88% to 100% +4 Table 3-4a. Wall Insulation Points of Insulation I Pgirfia I 11 I I I o 1 24 f-2 I 30 I Table 3-4b. Wall Assembly Points I R -Value of Assembly I I { (excluding air films)) Points 1 I • 499 up ( 1.10 I { 70.0 -498.0 i 1-8 1 i 37.0 - 69.0 I +-6 I �� i 26.7 - 36.9 I K4 I I 20.2 - 26.6 1 1-2 I �� I 15.7 - 20.1 ( 0 1 I 13.4 - 15.6 1. -2 I 11.3 - 13.3 I © I 9.$ - 11.2 1 -6 I { 8.8 - 9.7 1 -8 { i 7.7 - 8.7 1 -10 1 I 7.0 - 7.6 { -12 1 I 6.4 - 6.9 { -14 1 I 5.8 - 6.3. 1 -16 1 I 5.3 - ;5.7 I -18 I { 4.9 = 5.2 { -20 { I 4.5 - 4.8 { -22 { I 4.2 - 4.4 1 -24 1 { 3.9 - 4.1 ( -26 I 3.6 - 3.8 { -28 1 { 3.4 - 3.5 1 -30 { I 3.2 - 3.3 ( -32 1 I 3.0 - 3.1 I -34 1 I 2.8 - 2.9 { -36 { 2.7 { -38 i i 2.5 - 2.6 ( -40 1 I 2.4 { -42 1 I 2.3 1 -44 i 2.2 I -46 I I 2.o I -50 I I 1.9 Table 3-5. North -Pacing Glazing Pts I Total I Glazing Type I i 2 of I ( x of Table 3-6. I I Floor Sngl, Dbl, Trpl, { Area IU- I Area III- !U• I 1 ( 0.66 1 0.42- 10.41 I I ( 1.10 10.65 ( down i 10.66- ( 0.42- { 0.41 I I up to 1.1 I +4 I +4 I +4 I ( 1.2- 2.2 1 +2 I +2 I +3 I I 2.3- 3.4 ( 0 I 0 1 +1 { I 3.5- 4.8 I -3 I -2 I -1 i ( 4.9- 6.0 ( -6 I --4 ( -3 I 6.1- 7.4 i -8 I -6 I -5 1 ( 7.5- 8.7 ( -10 ( -8 i -7 { { 8.8- 9.9 1 -12 I -10 i -8 1 ( 10.0-11.3'{ -15 ( -12 ( -10 I i 11.4-12.5 I -17 1 -14 1\-12 1 ( 12.6-13.4 ( -20 ( -16 I -14 ( 13.5-15.0 1 I -22 I i -18 I 1 -11 I I I 15-3 Table 3-7. South-Facinjt Glazine Pts I Total I Glazing Type C - ( x of Table 3-6. East -Facing Glazing Pts. ( Total { Glazing Type { I x ofFloor I I Area I I U- I U- { I Tr I Area I Ungl� I U-b� I U -l'I ( 10.66- ( 0.42- { 0.41 I 11.10 10.65 i dove i { ( +2 I 1.4- 3.4 I -1 1 up to 1.5'1 +3 i I +4 1 { 1.6- 2.3 1 +l I +2 ( +3 { 1 2.4- 3.4 ( -1 I 0 1 +1 i I 3.5- 4.3 ( -3 I -2 ( 0 I i 4.4- 5.4 i. -6 I -4 1 -2 I I 5.5- 6.3 I -8 I -6 I -4 i 6.4- 7.3 1 -11 i -8 i -6 I i 7.4- 8.4 I -12 I -10 ( -8 1 8.5- 9.4 I -16 i -12 i -10 1 I 9.5-10.4 ( -18 I -14 { -12 I 110.5-11.8 1 -22 i -17 I -15 I 111.9-13.5 ( -25 ( -20 ( -18 I i 13.6-15.0 ( -29 i -23 I -20 1 15-3 Table 3-7. South-Facinjt Glazine Pts I Total I Glazing Type I ( x of I I I Floor Sngl, Dbl, Tr -P-17 I Area I U- I U- I U- { I 10.66- 1 0.42- 1 0.42 I I { 1.10 ( 0.65 { down { 0 0 I" 1.3 down +2 I +2 { ( +2 I 1.4- 3.4 I -1 I oD i 0 I { 3.5- 5.4 ( -4 i -2 ( -2 I I 5.5- 7.3 I -6 i. -4 I -3 1 ( 7.4- 9.1 ( -9 I -6 I -5 I 1 9.2-10.8 1 -12 1 -8 I -7 I ( 10.9-13.3 I -16 I -11 ( -10 { 1 13.4-15.7 I -20 I -14 { -12 Table 3-8. West-Facine Glazing Pts. I Total I Glazing Type I I x of I I I Floor I Sngl, I Dbl, I Trpl, I Area I U- I U- I U- I I i 0.66- i 0.42- 10.41 I I 11.10 '1 0.65 ( dovn I 0 0 I up to 1.0 I +6 I I 1.1- 1.6 + +6 I +6 I I 1.7- 2.3 I +3 I +4 I +5' I 1 2.4- 2.9 ( +1 ( +2 ( +3 1 3.0- 3.4 1,-1 1 0 1 +1 I I 3.5- 4.2 ( -4 ( -2 ( -1 i I 4.3- 4.8 I -7 I -4 I -3 I ( 4.9- 5.4 ( -9 ( -6 ( -5 I 1 5.5- 6.1 ( -12 i -8 I -7 I ( 6.2- 6.7 I -14 I -10 ( -9 i 6.8- 7.3 I -16 I -12 I -10 I ( 7.4- 7.9 I -19 ( -14 ( -12 1 i 8.0- 8.5 i -21 Ia I -14 I 8.6-'9.1 { -24 I -18 ( -16 I I 9.2- 9.7 i -26 ( -20 I -18 I 9.8-10.3 ( -29 I -22 ( -20 I i 10.4-11.3 i -32 ( -25 ( -22 { ( 11.4-12.0 I -35 ( -28 I -25 I Table 3-9. Skylight Points I Total I I x of I I Floor I I Area {U- ( 10.66- I Glazing Type . Sngl, I Dbl, I IU- IU- 10.42- ( 1 1.10 1 0.65 1 1 I Tr P-17, I 0.41 I down I 0 1 W 1 0 1 0 I up to 1.0 I .16 1 -2 I -2 I I 1.1- 1.6 1 -4 1 -4 I -4 1 1 1.7- 2.3 1 -7 I -6 1 -5 1 1 2.4- 2.9 l -9 ( -8 i -7 1 i 3.0- 3.4 i -10 l -10 1 -9 I I 3.5- 4.2 i -14 1 -12 i -11 I i 4.3- 4.8 i -17 I -14 ( i 4.9- 5.4 1 -19 1 -16 I -15 I 1 5.5- 6.1 i -22 I -18 I -17 { I 6.2- 6.7 { -24 { -20 I -19 i 6.8- 7.3 I -26 ( -22 I -20 1 { 7.4- 7.9 1 -29 ( -24 I -22 ( 8.0- 8.5 { -31 ( -26 I -24 I 8.6- 9.1 i -34 ( -28 ( '-26 I 1 9.2- 9.7-1 -36 1 -30 1 -28 1 1 9.8-10.3 I •-39 I -32 l -30 I 11.5 13.1 14.7 16.3 17.9 Table 3-10b. North Shading Coefficient Points SC y �- Orientation % Floor Area North 0 to 3.1 3.0 up 0.40 down 0 +3 0.41 up 0 S) Table 3-11. Horizontal South Overhang -Points South Glazing ( Length Out I Area, x of Floor I i from Scall I I i ft I ( 0-6.3 I 6.4 up { I I I. I - 1. -1 1 2.0 - 3.9 ( Q I 0 ( I 4.0 up f-2 1 I 1 I I Table 3-10. Shadin Coefficient Points 1 0 1 0{ 0 1 0 1 0 1 0 1 0 - .15 .16 - .30 I 0 ( 0 ( -1 I -1 ( -2 1 -3 1.16 - .30 .31 - .46 1 0 ( -1 ( I . by I 1 -4 1 -5 1.31 - .46 ( SC by ( ( -1 ( -3 I -4 1 -6 1 1 1 urian- ( 2 Floor Area - .79 ( 0 -2 ( ( Orien- 1 1 -8 1 2 Floor Area .79 I i tation I -5 1 I -8 1 -11 1 I I -14 i tation { 1 I East 1 0- 10.8-11.6-13.2-14.8-16.4-18.0-1 hest 1 0- 10.8-11.6-13.2-14.8-16.4-18.0-1 1 10.7 11.5 13.1 14.7 16.3 17.9 19.6 1 10.7 11.5 13.1 14.7 16.3 17.9 19.6 1 1 0 -.15 1 0 1 0 1 0 1 0{ 0 1 0 1 0 1 0 -.15 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 1.16 - .32 1 0 1 -1 1 -1 1 -2 { -3 1 -4 1 -5 1.16 - .30 1 0 1 0 1 -1 1 -2 1 -3 1 -4 1 -5 1 1.33 - .49 1 0 1- 1 -2 1 -4 1 -6 1 -8 1-10 1.31 - .46 1 0 1 -1 1 -2 1 -4 1 -6 1 -8 1-10 1 1.50 - .68 1 0 1 9>I -3 1 -6 I.-9 1-12 1-15 1.47 - .62 1 0 1 -1 1 -3 1 -6 1 -9 1-12 1-15 1 1.69 - .86 1 0 1 -2 1 -4 1 -8 1-12 1-16 1-20 1.63 - .79 1 0 1 -2 I®I -8 1-12 1-16 1-20 1 1 .87 up 1 0 1 -2 1 -5 1 -9 1-13 1-18 1-23 1 .80 up 1 0 1 -2 1-5'1-10 1-17 1-22 1-27 1 South 10.1-1 1.6-1 3.2-1 4.8-1 6.4-1 8.0-1 Skylight 11.5 1 3.1 1 4.7 1 6.3 1 7.9 1 9.6 1 0- .15 1 0 1 0{ 0 1 0 1 0 1 0 1 0 - .15 .16 - .30 I 0 ( 0 ( -1 I -1 ( -2 1 -3 1.16 - .30 .31 - .46 1 0 ( -1 ( -2 { -3 1 -4 1 -5 1.31 - .46 .47 - .62( ( -1 ( -3 I -4 1 -6 1 -7 1.47 - .62 .63 - .79 ( 0 -2 ( -4 ( -6 1 -8 1 -10 1.63 - .79 0 up I I -3 ( I -5 1 I -8 1 -11 1 I I -14 1 .80 up 15-4 1 0- 10.4-10.8-11.6-12.4-13.2-14.0-1 10.3 10.7 11.5 12.3 13.1 13.9 14.8 1 1 0 1 0 1 0 1 0 1 0 0 1 0 1. of 01-11-2i-31-41-51 0( -1 1 -2 1 -4 1 -6 1 -8 1-10 1 0 1 -1 1 -3 1 -6 1 -9 1-12 1-15 1 0 I -2 1 -4 1 -8 1-12 1-16 1-20 1 O 1 1 -2 1 I -5 I 1-10 1 1-17 l 1-22 1 1-27 1 I 1 J Table 3-13. Infiltration Control Features Points Control Features Points Standard (0.9 air changes per hour) -4 Medium 0.6 air changes per hour - gt (0.6 air changes per hour 0 . with air-to-air heat exchanger) Table 3-14a. Masonry or Concrete Wall HC. Btu/'F-ft2 I Wall Weight, lb/ft2 1 HC I 10-13 I 2 I I 14 - 18 I .3 I } 19 - 23 I 4 I i 24 - 28 i 5 I I 29 - 32 ( 6 I I 33 - 37 { 7 I I 38 - 47 { 8 I I 48 - 66 I 10 I i 67 - 94 { 14 i 95 up i 20 Table 3-12. Movable Insulation Points I Moveable Insulation I { { Area, % of Floor { Points I I I I I All I I I I I Table 3-14b. Solid Wood Wall HC and R -Value I I Wood Density, lb/ft3 I Average I I Thick- 1 21 - 26 1 2 - 31 1 32 - 37 } ness, } Cedar I Pine } Dg. Fir { I inches I Hem -Fir I Hemlk. i So -Pine II HC/R I HC/R I HCIR I 3 I 2/4.3 I 3/3.6 I 3/3.1 I } 4 1 3/5.7 i 4/4.8 I 4/4.2 { { 5 I 3/7.1 { 4/6.0 { 5/5.2 { I 6 { 4/8.6 I 5/7.2 ( 6/6.3 1 1 7 15/10.0 I 6/8.4 I 7/7.3. I 1 8- 9 1 6/11.4 I 7/9.6 I 8/8.3 I 1 10 - 11 17/14.3 I 9/11.9 111/10.4 1 12 up 1 8/17.1 } 11/14.3 113/12.5 1 IrN►ERMaL, MPASS -*I. -_,LA15 HG=Io.'1 R=.33 *.ar 4:41M AuwP 5, fir-= 4.t2 Table 3-14c. Mass CaeacitZ Factors for Interior Mass I R -Value of Interior Mass Element Excluding Air Films i I r Heat Capacity, 1 0.3 1 0.4- 1 0.8- 11.3- 1.1.8- 1 2.6- 1'4.1- 1 7.6 Btu/ftz-'F. I Dovn 10.7 ( 1.2 1 1.7 12.5 14.0 1 7.5 1 Up 1.5 - 1.7 { 2.8 { 2.8 1 2.8 12.7 1 2.6 1 2.4 1 2.3 1 1.9 1 i 1.8 - 2.2 13.2 13.2 1 3.2 1 3.1 13.0 1 2.9 1 2.6 1 2.1 1 I 2.3 - 2.7 1 3.7 1 3.7 13.6 13.5 13.3 13.0 12.8 12.2 1 I 2.8 - 3.2 14.3 14.3 1 4.1 13.8 13.6 13.3 1 3.0 1 2.3 1 3.3 - 3.7 1 4.83PzI 4.7 1 4.4 1 4.1 1 3.8 1 3.4 1 3.1 1 2.4 1 3.8 - 4.2 1(15.12) 1 5.0 1 4.7 1 4.3 1 4.1 1 3.6 1 3.2 1 2.5 1 I 4.3 - 4.7 ( 5.6 15.3 15.0 ( 4.6 1 4.3 13.7 ( 3.3 ( 2.6 I 1 4.8 - 5.5 15.9 15.6 1 5.2 i 4.8 1 4.4 1 3.8 13.5 12.6 I 1 5.6 - 7.0 16.6 16.1 15.5 15.0 ( 4.7 1 4.1 13.6 12.8 } 7.1 - 9.0 1 7.3 } 6.4 1 5.9 15.3 1 5.0 { 4.4 { 4.0 i 3.1 { } 9.1 - 12.0 { T.8 11 6.8 16.1 { 5.6 } 5.2 { 4.7 { 4.3 } 3.4 I 12.1 - 17.0 ( 8.2 { 7.1 ( 6.4 ( 5.8 { 5.5 { 5.1 i 4.7 { 4.0 { 17.1 - 22.5 18.5 17.6 16.9 16.4 { 6.1 15.7 1 5.3 ( 4.7 I 22.6 - 27.5 18.7 1 7.9 17.2 1 6.8 16.4 1 6.0 15:8 15.2 I 1 27:6 - 35.0 18.9 18.1 17.4 17.1 16.8 16.4 16.1 15.7 1 35.1 up 19.2 18.3 17.8 17.4 1 7.2 17.0 16.8 16.4 I 15-5 14d. Masa Capacity Factors for Exterior Maes Wall R -Value of Exterior Mass Assembly Excluding Air Fil I Beat acity, ( 2.0- ( 2.5- { 3.0- { 3.5- { 4.0- ( 4.5- 5.0- I { Btu/ft I 2.4 { 2.9 { 3.4 I 3.9 I 4.4 2.9 5.4 I I 1.5 - 1.9 1.3 I 1.4 { 1.5 I 1.6 I" I 3.3 I 1.8 ( 1.8 I I 2.0 - 2.4 i 6 1 1.7 I 1.8 I 1.9 2.0 I 2.1 I 2.2 { I 2.5 - 2.9 I 2. I 2.3 { 2.4 1 2 1 2.5 I 2.7 I 2.8 I ( 3.0 - 3.4 I 2.7 2.8. I 2.9 1 .0 I 3.1 I 3.2 i, 3.3 I I 3.5 - 3.9 I 3.2 ( .3 I 3.4 3.5 I 3.6 I 3.6 I 3.7 I { 4.0 - 4.4 I 3.7 I 3. 13 I 4.0 I 4.1 I 4.2 1 4.2 I ( 4.5 - 4.9 I 4.2 I 4.3 4.4 I 4.5 ( 4.6 1 4.6 I 4.6 ( -5.0 5.4 ( 4.7 ( 4.8 4.9 I 5.0 I 5.1 i 5.1 I 5.1 I ( .5.5 - 5.9 ( 5.2 I - 7.9 I 5. ( 5.5 I 5.6 I 5.6 ( 5.6 I I 6.0.- .6.9 I 5.7 5.9 { 6.0 6.1 ( 6.1 I 6.1 i 6.1 I I 7.0 - 7.9 ( 6.7 6.9 ( 7.0 ( .1 I 7.1 I 7.1 { 6.9 { 8.0 - 8.9 ( ( 8.0 ( 8.1 { 8. { 8.1 ( 7.9 ( 7.5 { 9.0 - 9.9 8.8 I 9.1 I 9.2 ( 9.2 9.0 i 8.4 { 7.8 ( 10.0 - 11.9 { 9.7 ( 9.8 ( 9.9 ( 9.8 ( 5 ( 8.8 I 8.2 { ( 12.0 - 13. ( 11.6 { 11.5 { 11.1 ( 10.5 ( 9. 9.1 I 8.5 { ( 14.0 - .9 ( 13.6 { 13.0 ( 11.8 { 10.9 ( 10.0 .4 ( 8.7 I 20.0 29.9 { 15.1 ( 13.7 112.4 ( 11.4 { 10.5 I 9. ( 9.1 { { 30 - 39.9 { 16.1 114.5' ( 13.2 12.0 ( 11.1110.4 8.4 I I I 9.8 { 40.0 up 117.0 115.2 113.8 112.6 { 11.7 ( 11.1 I 5 I i at Capacity, ( 5.5- I 6.0- { 7.0- I 8.0- { 10.0- i 15.011;-)0 1 1 /ft2-'F I 5.9 I 6.9 1 7.9 1 9.9 ( 14.9 119.up I I 1.5 - 1. ( 1.8 I 1.9 I 1.9 I 1.9 '{> 1.8 1.7 I 1.6 1 2.0 - 2.4 1 2.2 1 2.2 1 2.3 1 2.4 12 I 2.4 1 2.3 2.5,- 2.9 2.8 1 2.9 I 2.9 1 2.9 2.9 ( 2.8 1 2.5 3.0 - 3.4 I I 3.3 I 3.4 1 3. { 3.4- ( 3.1 I 2.9 3.5 - 3.9 1 3.8 I 3.8 l 3.8 ( .8 { 3.7 I 3.3 ( 3.0 4.0 - 4.4 ( 4.2 4.2 I 4.2 { 3.9 1 3.5 ( 3.1 4.5 - 4.9 ( 4.6 ( I 1.1 I .4 I .4.2 I 3.6 I 3.1 5.0 - 5.4 ( 5.1 ( 5.1 4.9 ( 4.7 ( 4.3 { 3.8 ( 3.2 5.5 - 5.9 ( 5.6 ( 5 I .2 { 4.8 ( 4.5 I 3.9 ( 3.3 6.0 - 6.9 { 6.0 { .9 ( 5. i 5.0 { 4.6 { 4.0 I 3.3 7.0 - 7.9 ( 6.7 6.4 { 5.7 5.2 I 4.8 { 4.1 { 3.4 8.0 - 8.9 I I 6.6 1 5.9 I .4 { 5.0 I 4.3 I 3.5 9.0 - 9.9 7.3 I 6.8 I 6.1 { 5. i 5.2 I 4.4 I 3.6 10.0 - 11.9 { 7.6 I 7.1 ( 6.4 I 5.8 5.3 I 4.5 1 3.8 12.0 - 13 I 8.0 (_ 7.4 I 6.6 I 6.1 1 .5 1 4.8 I 4.0 14.0 - .9 ( 8.2 I 7.6 I 6.8 I 6.3 I 5. I 5.0 { 4.3 20. 29.9 ( 8.5 I 8.0 ( 7.2 I 6.7 ( 6.3 5.6 i 5.0 .0 - 39.9 I 9.2 I 8.8 ( 8.1 { 7.6 I 7.3 I .7 { 6.2 40.0 up 110.0 I I 9.6 I I 9.0 i { 8.6 I I 8.4 I I I 7. ( 7.1 15-6 J *:P, g,(,s4 x 5.a = .616 Table 3-14e. Thermal Mass Points I Total Mass Capacity I I in Btu/'F per'sq ft I Points I { of floor area I I i { I I 0- 0.1 I 0 1 1 0.2 - 0.4 1 1.2 1 1 0.5 - 0.7 I 1-4 I { 0.8 - 1.1 I 1-6 I I 1.2 - 1.4 { 1-8 I I 1.5 - 1.7 1 1.10 I { 1.8 - 2.1 { 1.12 { 2.2 - 2.5 { 1.14 I 2.6 - 2.8 1 1.16 1 I 2.9 - 3.1 I 1.18 { I 3.2 - 3.5( 1.2 3.6 - 4.0 i 22)1 i 4.1 - I 4.4 I I 1. 4 i I 3-14e. (Conti 1 Mass Capacity I to/'F per sq ft I Point f floor area { / 4.5 4.8 1 *26 4.9 - 5.2 I *28 5.3 - .7 1 1.30 5.8 - 6 1 1.32 6.3 - 6. 1.34 6.8 - 7.2 { 1.36 7.3 - 7.8 1 1.38 7.9 - 8.4 { 1-40 8.5 - 9. 1 +42 9.3 - 9 1-44 10.0 - 1 .8 I 1-46 10.. 9 - 1.8 I *48 11.9 12.8 I 1-50 12.9 14.0 I 1-52 14.1 - 15.2 I 54 15 - 16.6 I 1- 6 1 .7 --18.1 8.2 - 19.7 ( *60 19.8 - 21.2 1 1-62 21.3 - 22.7 I 1-64 22.8 up { 1-66 15-7 t�p. to Table 3-15. Gas Furnace Without Refrigeration Cooli I Seen Efficiency { nto I Table 3-16. Heat Pumv Points I Energy Efficiency I Points { Ratio I (EER) { I { I I 7.5 - 7.7 { -5 { I 7.8 - 7.9 { 2 1 I 8.0 - 8.3 { Q 1 i 8.4 - 8.6 I 1-4 I I 8.7 - 9.0 1 1.7 I 9.1 - 9.4 { 1.10 1 I 9.5 - 9.9 ( 1.13 { I 10.0 - 10.4 { 1.16 I 10.5 - 10.9 I 1.19 i I 11.0 - 11.5 ( 1.22 1 11.6 - 12.2 { 1.25 I 12.3 - 12.9 I 1.28 1 I 13.0 I up I I 1.31 1 I Table 3-17. Gas Furnace with Refrigeration Cooling Points Ikafriseration i cas Furnace olingCUM) I All � 8.0 - 2 ( 0 8.3 - 8. 1 1.3 8.7 - 9.0 *6 9.1 - 9.4 i 1.9 9.5 - 9.8 1.12 9.9 3 - 10/-13.8 1.15 1 18 i 1 1-24 1 1.27 I 1-30 I *33 J Table 3-18. Active Solar Space Heating with gas points It Solar Fraction I nts 1 I (NSF), X I I. I I 1 5 I 0 1 { 52 up 1 1-2 { Table 3-19. Zonally Controlled Electric Resistance Space Heating Points I Points for this measure will I i be completed after the CEC { has approved an Alternative I Component Package for Resistance I I Heat. 1 I 1 IMul amil (per unitpoints) System Type i� Points Gas Only I O I Heat Pump i 0 I I I Resistance Backup I I Meeting the Require- I I I ments in Part 2 I I 0 { Electric Resistance -T I Floor Ar I Net Solar Fraction (NSF), Z I I per unit, I I ftz I 1 0. I 10-19 i 20-29 130-39 { 40-49 I 9 160-69 I i I 70-79 { I { 600-799 I 0 { +3 +7 I +10 I 13 { +16 I +20 I +23 { I 800-999 I 0 1 +3 ( I +8 +10 { +13 I +15 I +17 I 11,000-1,499 i 0 1 +2 I +4 I +7 I +9 ( +11 I +13 i { 1,500-1,999 { 0 { +1 { +3 +4 { +5 I +7 { +8 { +9 I 2,000 and u 0 +1 + + +5 +6 +7 +8 1A11 others er buildingof s) 300-899 0 +9 +13 +187+22 +26 +30 { 900-999 I 0 +4 I +8 I +12 I +16 ( +24 I +281.1,000-1,199 I +3 I +7 I +10 I +14 17 +20 I +241,200-1,499 0 ( +3 I +6 { +8 ( +11 14 ( ( +201,500-1,99 0 I +2 I +4 I +6 I +9 11, { +13 +162,000- , 99 i 0 I +1 { +3 { +4 { +6 I +9 { 03 and u ( 0 I +1 ( +2 { +4 { _+7 +5 +6 I +7 I + 1 Table 3-21. Other Water Heating Pts. System Type i� Points Gas Only I O I Heat Pump i 0 I Solar with Electric I I Resistance Backup I I Meeting the Require- I I I ments in Part 2 I I 0 { Electric Resistance I I i I Only i -40 15-8 Buena Engineers, Inc. 79-811 Country Club Drive, Suite 4 Bermuda Dunes, CA 92201 • (619) 345-1588 / 328-9131 Client Name Client Client DATE 3-a�-fig JOB NO. 1 87- /a74- Pl PROJECT .52-960 � 52 �- ,M � AAW10g C 1 1?iew LOCATION , REFERENCE CURVE CONTRACTOR �ac e S OWNER WEATHER c'44 1 TEMP. o at AM ° at PM PRESENT AT SITE %x 6 Z1%_ TEST NUMBER TEST LOCATION AS LOT NO. ELEVATION FIELD TESTING REFERENCE CURVE MOISTURE CONTENT % DRY DENSITY IbsJCu. ft. MAXIMUM DRY DENSITY % MAXIMUM DRY DENSITY Ibslcu. ft. OPTIMUM MOISTURE CONTENT % %x 6 2, °65G /2,- 9( 3 bs&g 17,46 1c) -7-v 52-9C5 SL -F175 5Z-$35 EXIST/nj EXIST/Nq EX/icy' _. AVSA//L))q efip ,✓z� s7, -�bt7 a a� - &do 52-BYo O Co REMARKS: a ' WA'T-= /W7ttt o p bC i / S, a CLI 4857 ENT REPRESENTATIVE SIGNATURE FIELD REPORT ��� (/ TECHNICIANS SIGNATURE