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HomeMy WebLinkAbout066-110-0200 66-11-20 tNGH WHISTLER-,7�-%(� J 20 Eureka, lot ## PPCC#2 , Magali contr;Triple S stom Hom;s,Para. Permit ##761-76B,P,E,M(new single family) — I 66-11-20 ermit #1592-80B,E(add attached �aZ `. _....i•tir..Fs•. garaQe to re-c- ro M/S 66-11-20 " Y.t �contr:. Ron Stryl^_er, Par ise 3d — ermit #242,;-80B(conv.covere ec o screen room & revised plans) 066-110-020 PERMIT#9672608 r WHISTLER, Hugh & Laverne 13728 Eureka Dr.,:Maga is Re-roof/SF R �'.':S.YI+`.i.ST9r'..�1sc:lS,�Yst+A�E"3. wr. •:im� r -- .. �:-^i." 066-110-020 PERMIT#96-2608` WHISTLER, Hugh & Laverne �' 13728 Eureka Dr., MagaTia Reroof/SF ILII �� 7 I � �.. .�-x�y�y�cy-�.y�.p�IpyE�r•.j.,�'-�'°'�.�y"^.°M!tt�`'•�•�i°9"�'R"q�e."""'".wr.r9nlfz,�,+an�•� �7�,K'^'w°°S'W�� COUNTY OF BUTTEDEPARTMENT OF XVELOPMENT SERVICES - BUILDING,DIVISION 7 County Center Drive - Oroville, California 95965 Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT /l ��0` ASSESSOR PARCEL NUMBER - 066-110-020 ZONING, RTI UILDING PERMIT OWNER HUGH & LAVERNE WHISTLER TELEPHONE 573-1147 SQ. FT. OCC. BUILDING VALUATION RERQOF 1580 OWNERS MAILING ADDRESS 13728 MERA DR, MAGALTA , CONTRACTOR'S NAME - NONE TELEPHONE CONTRACTORS MAILING ADDRESS - Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 20.00 LENDER'S MAILING ADDRESS ` Permit Fee . $ 43.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERs.MAIUNG ADDRESS Penalty $ BUILDING ADDRESS 13728 EUREKA DR, MAGALIA _. PERMITFEE $ .- 63.00 PLUMBINGPERMIT Fling Fee 20.00 ' Each Trap 7.00 5LOT No. �} /y}� PAtAI3Y�SE "PIN 2 l.�l�l 20 PAR L MAP .Solar or heat pump water heater 23.00 Water piping 15.00 ' USEOFSTRU -TURF i SFO Duplex ❑ Mobilehome ❑ Other - ti j SPECIFY Each gas water 'heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Othedh REROOFING JOB W/C Describe Work: 3N1P - I Mobile Home S G W @20.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filinq Fee 20.00 i Main Service ( 2200AORLEss ) 23.00 Main Service ( 200A TO 1000A ) 46.00 I LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. I OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for,.the following reason: IMobile �9%_r1,'as owner of the property, or my employees with wages as their sole compensation, twill do -the work, and the structure is not intended or offered for sale. el, the pfroperty, am exclusively contracting with licensed contractors to construct the. project.. - ❑ 1 am exempt under Sec. ;. Business and Professions 'Code for this reason -: NEW CONST.. DWELLING OCCUR SO. OR ADDNS. ( a ACC. BMS. ) 3.50 FT. - NEW CONST. MULTI -OUTLET NON-RESID. l( BRANCH CIRCUIT s ) 67.50 ( POWER APPARATOUTLETUS ) 8 SINGLE CIR. Ex. Occup. ( OUTLET OR FDCTURES ) 20 @ 1.00 6AL .SO EX. Occup. FIXED APPLNS. OR p• (OUTLETS RESID.) EA ) 5.00 Temporary Service 23.00 Home Facilities '20.00 Misc. Wiring 23.00 , PERMITFEE $ Contractor - WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one 'of the following declarations: ❑ 1 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. ❑ 1 have: and will maintain workers' compensation insurance, as required by Section 3700 of the.Labor Code: for.the performance of work for which this permit is issued. My -workers' compensation insurance carrier and policy number are: Carrier MECHANICAL -PERMIT Filing Fee 20.00 9 Heating, Cooling Hood 6.50 Ventilation A I % PERMITFEE I$ Contractor Policy Number (The,,above sections need not be completed 0 the permit is for work of a valuation f one hundred dollars ($100) or less.) ❑fl certify that inl the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of. California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X ry,j�t�� __ Date %�, _ Signature of Applicant - peowner Contractor ❑ Agent ' An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee E $ Ric R co TYPE f,%U TOTAL FEE $, . 63.00 HAZ. D. FEES I IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. B f-elm-u"height.yl F�c.c a .� Date //-/ 3 9� PERMITEXPIRESON 1/-13 5/Y— (Date) Receipt No. Z U(o '5S .D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I'm S - I COUNTY OF BUTTE- DEPARTMENT O6EVtOPMENT SERVICES - BUILDIN IVISION 7 .County Center Drive - Oroville, California 95965 - Telephone (916) 8-7541 PERMIT N . APPLICATION AND PERMIT ���- a(oD� ASSESSOR PARCEL NUMBER 066-110-02 ZONING RTI UILDING PERMIT OWNER & LAVERNE WHISTLER TElEPFLONE 873-1147 . SQ. FT. OCC. BUILDING VALUATIONHUGH REROOF OMP 1880 OWNER'S MAR,NG ADDRESS 13728 EUREKA DR, MAGALIA 95954 CONTRACTOR'S NAME NONE TELEPHONE CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 43.00 ARCHITECT OR ENGINEERLICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ MAILING OR ENGINEERS MANG ADDRESS Penalty $ BUILDINGADDRESs 13728 EUREKA DR, MAGALIA PERMITFEE $ 63.00 PLUMBINGPERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. S UBDNIS IONS NAME 5 PARADISE PINES 2 LOT 20 PARCEL MAP Solar Or heat pump water heater 23.00 Water piping 15.00 USE OF STRUCTURE SF [A Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Others] Describe Work: REROOFING JOB W/COMP Mobile Home S G W @20.00 TT - PERMITFEE S Contractor ELECTRICAL PERMIT Filina Fee 20.00 Main Servicee00V OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION hereby affirm under penalty of perjury that I am exempt from the Contractors License Lawfor a following reason: as owner of the property, or my employees with wages as their sole compensation, �'�II do the work, and the structure is not intended or offered for sale. M I, as owner of the property, am exclusively contracting with licensed contractors . to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR OR ( 8 ACC. ) SO. 3.5¢ FT. CNS. NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATUS ) b SINGLE OUTLET CIR. EX. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 BAL Q .SO Ex. Occup. ( OUXTLETS R D.)EA) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑' 1 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. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 9 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation one hundred dollars ($100) or less.) I I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply ithose provisions. 41,17 X __ Date _ Signature of Applicant - wner Contractor ❑Agent An OSHA permit is required for excavations over 50" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee $ OCC R3 CONST. TYPE UN TOTAL FEE $ 63.00 HAZ. D. FEES IMP FLOOD I CDF PARCEL PD HO I ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date 11—/34(a PERMITEXPIRESON 11-13 -9�- (Date) ReceiptNo. ZOG 5'-/ WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ' 4 PERMIT NO. 1592-801',E PERMIT EXPIRES OWNER Hugh Whistler CONTR. owner 66-11-20 LOCATION (A.P. ) 20 Eureka Dr., lot 5, PPCC#2, Magalia s 12yS-b �K =1 4 - f5j + a.E J I 'a :r. - 1 Temp. Pow//Pole �t Called/PG&E I Temp. Eec. Serv. Cal ed. PG&E. i TempGas Serv. ailed PG&E t N A L E D (Date) ( ignature) I a ' 4 PERMIT NO. 1592-801',E PERMIT EXPIRES OWNER Hugh Whistler CONTR. owner 66-11-20 LOCATION (A.P. ) 20 Eureka Dr., lot 5, PPCC#2, Magalia s 12yS-b �K =1 4 - f5j + a.E J I 'a :r. - 1 Temp. Pow//Pole �t Called/PG&E I Temp. Eec. Serv. Cal ed. PG&E. i TempGas Serv. ailed PG&E t N A L E D (Date) ( ignature) I Reinf. Steel Final k Fixtures Bond Beam FIRE SPR LERS Motors ..Framing Test Water Htr. Stucco Final Su anels Mesh > : MECHA ICAL Gird. Fault Prot Scratch Heating Service Brown Cooling Temp. P le Finish Ducts Under r and Interior Lath Ventilation Penna nt Door Closer Final Final MOBILEHOME UTILITIES ------------------ Elec. Service Elec. P estal Water Piping Sewer Gas Piping MOBILEHOWE INS1A661TIQN - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS 3-40, �'a ee � '"° Lo , Ts quo 7,��o vs aZ!�'t7 r /10'r�Y:% (NOTE: An entry must be made onthis form each time you visit the job site.) COUNTY -OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBI Setback o Firewall Soil Piping Forms dPD = Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall Siding To out Slab Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures .Footings StemwaII - o Garage'Vents S Insulation Water Htr. Heaters Slab Carport Footings Prov. for phsically handicapped Conformance of ex. structure Appliances Gas Piping &Test Temp. Gas Slab Final Sanitation Patio vFIREPLACE Final Footings Footing ELECTRICAL Masonry Walls Throat Rough Reinf. Steel Final k Fixtures Bond Beam FIRE SPR LERS Motors ..Framing Test Water Htr. Stucco Final Su anels Mesh > : MECHA ICAL Gird. Fault Prot Scratch Heating Service Brown Cooling Temp. P le Finish Ducts Under r and Interior Lath Ventilation Penna nt Door Closer Final Final MOBILEHOME UTILITIES ------------------ Elec. Service Elec. P estal Water Piping Sewer Gas Piping MOBILEHOWE INS1A661TIQN - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS 3-40, �'a ee � '"° Lo , Ts quo 7,��o vs aZ!�'t7 r /10'r�Y:% (NOTE: An entry must be made onthis form each time you visit the job site.) ,' COUNTY OF BUTTE — DEPARTMENT OF PUBLIC'WORKS t BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) Setback Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor PLUMBING Footings Windows 3rd Floor StemwalI Sidin To out Brown Slab Roof Sheathing Water Piping Ducts Piers Roofing cg�> Sewer Garage Fdn. Vents Fixtures Footings Stemwa l I Garage Vents Insulation Water Htr. Heaters Slab Carport Footings handicar ehysically Conformance of ex. structure Appliances Gas Piping & Test Temp. 8 Slab Final —YO 40 Sanitation Patio FIREPLACE Final Footings J--R.7-01o, Footing EILIJCTRICAL, Masonry Walls I Throat Rou h Relnf. Steel Final. Fixtures 15 Bond Beam FIFk SPRINKLERS Motors Framin .5--24. D a Test Water Htr. Stucco Final Suboanels Mesh MECJiANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Unde round Interior Lath Ventilation Permanent Door Closer Final Final MOBILEHOME UTILITIES ------------------ Elec- Service Elec. Pedestal Water Piping Sewer Gas Piping OBI6EHOMEWSTALL,51I0N - - - - - - - - - - - - - - Support Elec.'Continuity Water Piping Drainage Gas Piping DATE IT REMARKS OR CORRECTIONS x 3 - (NOTE: An entry must be made on this form each time you visit the job site.) ` r . COUNTY'OF BUTTE DEPARTMENT OF PUBLIC WORKS PERMIT NO 7 County 6e Drive,- 'rov.il1e,,California 95965 =.Telephone 916/534-4541. `r APPLICATIONAND PERMIT ASSESSOR PARCEL UMBER .- ..I. e*.b.. - ~, ZONING. - �rT`.1 it ✓ BUILDING PER OWNER i - _' -' - r T Low :` TELEPHONE 3 / �y7 - $Q FT. OCC: BUI LDING V ION 3y; i�Z -r OW ER_'S AI LI((�NIG ADDRESS p-� (y/� CO((��JJllT'RACTOR'S NAME , TELE P�yHONE .�•im f ' ' CONTRACTOR'S MA1LJINGIADD ESS { -CONSTRUCTION LENDER. '.=:<-„ F _%, :'•; UNKNOWN - i -FI L 71 ENDER SMAILING ADDRESS i replace; Total Valuation a-. Permi.t, Fee $ ' A' %ITECTOR Er�1G'I 'NEER P . LICENSE No •. Pian Checki.ng..Fee - - - - $- - 0. ' Penalty $ - ARCHITECT ..OR ENGINEER.'S MAI LING�ADDR ESS � s w►�IL Srt. ii L -Permit fee- $ 7 BUILDING ADDRESS -.IF,- - =PLUMBING PERMIT •, : Fi.ling Fee ..:'s:00 r y fb 1 Each Trap,. 200 R e pair drainage or. 'vent piping 2.00 Water piping LOT NO. - SUBDIVISION NAME . PARC,EL.M.AP_ 4 ,Each qaS Water heater or'vent; ..2.00 - Gas pipingsystem.l'= 5 outlets USE OF STRUCTURE SF� {Duplex❑ Mobilbhome❑. Other' ' SPECIFY. Building sewer- - Lawn sprinkler system TYPE OF WORK: New ❑ . Addition ❑,•• Remodel ❑ Utl lilies ❑ . Installation Cl-- Other' :nOcDescrbe work,- X12 .�t..r�}vr s'.. Permit Fee $ . Coritractor- -:'ELECTRICAL PERMIT R l'ingF66 0V OR LMain service 1000 AMP ORSLESS 5.00' - ����'�•�` - - Main service. E'A• ADD'L 100.AMP 2.'50 NEW CONST. ( DWELLING OCCUP,$) - 20 sq -ft OR ADDNS. ACC. BLDGS.. / '. t.. CONTRACTORS, LICENSE LAW .I declare under.penalt of perjury' ) y p y (check. one): 5 ' - - ❑ ;:1 am 'licensed under provisions'of Chapt 9,iDiv: 3 of the Business50 and- Professions' Code. and my' license is in full force:,. and - • -License•No: Classification I, as the owner, or m employees .with wa es as their sole com en- ❑ Yg p safion,' will do-tbe work,and the structure is ;not. intended or -offered for sale. (Sec:.7044) 1, as the owner, am exclu ively,contracting with 1'icensed contract ors -, (Sec: 7044): ; ❑: Iam exempt under Sec. Business and. Professions Code for this reason:. NEw corJsrR MULTI-OUTLET.r. 2,50 ea aoN-REBID BRANCH clRc I•Ts NEW, CONSTR. (POWER APPARATUS.,&�,- NON-RESID.- SINGLE OUTLET'CIR.:_• •' - ' 250 Ex -.-.0c cup{OUT'LETS OR FIXTURES BAL@1 FIXED APPLNS. OR .EX. OCCU p.( OUTLETS (RESID.). EA. �' ,• 2.00 Temporary service •. 10.00 Mob ile•Home Facilities 15.00 Mjsc. Wirin g _ ', 6:25 PermittFee ' $ Contractor, MECHANICAL PERMIT` Filing Fee 3.00 ,. WORKMEN'S COMPENSATION INSURANCE • :I declare under penalty,-of''perjury (check one):, ❑ The permit is, for $100.00 (valuation) or less. ❑1 have placed on file with the 'County of Butte'Building Department . ..a Certificate of Workmen's Compensation Insurance,or'a Certificate of Consent to Self -Insure., o- I shall,not•emp.loy any person in any manner so as to :become subject to:the.W. C: laws of California. . 1 = t Notice to, App! icant 'lf,after making this statement; should: you become subject : to the:'W. C.: provisions'of,fhe Labor Code, you must forthwith -comply with` such' provisions or this permit•shalI be deemed revoked.- ' Heating'_ .Cooling Hood. 2.00 Ventilation : z Permit Fee- $ . Contractor. I certify -,that 1 have read this application and state that the above -information , is correct .:I agree,to:comply to al County Ordinances'and:State Laws relating, to'buildng ;construction; and hereby:authorize representatives of -the County ot: Butte to enter uponjthe�'abov.e-mentioned property for inspection purposes. „-'TOTAL I: also'.agree to `save; indemnify and. keep harmless ,the County of Butte against' all liabilities, judgments, costs, and, expenses which may in any way accrue against said County in conseq rice of'the granting of this permit. X-Y=V ef -Dafe /. 3 %"�a ° Signature.of A ficant Owner ,Contractor ❑' Agent'❑; An OSHA permit is required 'for'excovotion's over 5'0"deep and demolition or'Construct ion of structures over 3 st((onees/.in height.- Mobile Home Installation Fee $ Land DeVelopment'Fee , PERMIT .FEE OC UP. GROUP TYPE OF, CO45:T. PARCEL : PD Y HD _ ISSUE ' This permit- is -hereby issued under the applicable provi- sions, of• the Butte County Code,.a id/or resolutions: to do kiditb work- -.above for wh'-.fees `liave -been paid'"' hic�,. p•�, ;:: DIREC R OF PUBLIC WORKS 2� By: Date P' MIT' EXPIRES Date Receipt No .� �0 7 Z • WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECT.O R. -APPLICANT ., k 'r :$ + ..ft',, t .�.'d j . -i, ('.� y €. _ .1: Y t �,.. t F -'"..,+. .. fI a .�. •'}. . ., t t t i. `( t t i.- r. , ; f + t ' I 1,i. 1 - r,r . f•• -� tr ' r l !. tY i ,r t. Y t i - �.- t .•r r �, t. I,>„-> 7 rte. i 't. I -. y,- rr ,��` -_ I �; _ • iiTk.( r. i 5.: ,k, r , I 3 -'' ^.; + c} ;r, t�.! _ �' r ", r b f ? 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'rra , 9'. i ',y: . ., + r. - N ,Ji,4,. R(t..,t S .., r: .r .t �iw .`i r, - t .i r r', �: sd, _ _ �s t '1I l t " t r i 5. s } a r,7 F:. ,{t ? ^t !#v. a `; �'. ty a • - J r^-rr 1 t , ? 11. , L z 9 I 't `. t -tr,- r } �_,• ..rte .i` �. rf•�� `.' ', r. .V ..Y -s!, 3 i r' J r ,r,. �, �.� ,l, :} ;`{, '1, y- r 'r r 1 -�. s '.y. rr . f z ..(. J r '�' i 'COUNTY OF BUTTE- — DEPARTMENT"OF PUBLIC WORKS - 7 County Center Drive•. - broville, California 95965' Telephone: 534=4541 ' _- - 7(� �0 (J APPLICATION AND PERMIT ; ,authoriie.representat'ives of the.County.of Butte to enter upon the above mention d, property, for inspection purposes. Date Si nature o ermitei' or. Agent - - Ki- e_ Receipt No.� White-D.P.W. — Yellow -Assessor -'Pink-Inspector — Goldenrod -Applicant This permit is hereby issued under the -applicable provisions of the Butte County Code and/or resolutions to do work -Jrid icdte'd above for which fees have, been paid. DIRECTOR PUBLIC WORKS o By.. . Date`���— ;Building permit• expires' Date BUILDING Owner iW SQ. FT.;. OCC.' BUILDING VALU TION - Mailing Address • /Z'. Tel No. l Contractor: Q' Mailing Address' Fireplace-; 7 Total Valuation jJ Q Per p Telephone No. Building Address Q �CIl. IanCheck ingF &/6r Penalty -' d O _PUTr mit Fee D . -PLUMBING No. • @ FEE PERMIT. FILING FEE $3.00 Each Tram 1.50 U Repair drainage or vent piping .1.50 A. P. No. Q - f' ?!o 2Ti Zoniri 8 Planning Water pipe n g 1.50. Each gas. water heater or vent 1.50. Fps -W. . Sa ion Fire Dept. Fire Zone Use Permit Gas pipi.ngi system 1'- 5 outlets 1.50. '. EQA Parking ParcelEach Pians I Declaration Parcel Map . 60' R/W_ Improvements additional outlet .30 Building sewer5.00 Bldg. Plans RecdParcel A royal Plan's Ap'roval Lawn Sprinkler system _. 2.00 NEW ,❑ ADDITION UTILITIES ❑ _"OTHER- ❑ . Permit Fee $ $ . ELECTRICAL No. @ FEE V. PERMIT FILING FEE $3.00 .40: - '600V OR'LESS Main service 100 AMP OR LESS 5.00 Single Family' Duplex.❑ Mobil Home ❑:, Others El - Main service EA. ADD'L 100 AMP 2.50 . - - - - - -'" . - - - - ' OVER BOOV Main serV ice 100 AMP OR LESS 25.00 - Main service -EA. ADD'L 100' AMP 1.00 NEW CONST. /DWELLING O LP !i OR ADDNS, C ACC. BLDGS, �O 20 sq ft - - CONTRACTO.RS LICENSE LAW . ... - -. - am licensed under-the,provisions of Chapter 9,,Di V. '3, of -:th@ State of, California Business 8- Professions .Code Under the name style of: r �•., I .. NEW CONSTR, MULTI.OUT T NDN.RESID. BRANCH CIRCUITS 2.50ea - NEW CONSTR- (POWER 'APPARATUS NON.RESID, SINGLE OUTLET CIR. Ex. OCcuiD OUTLETS OR'FIXTu.RES SO@ 2SQ f BA L@ / FIXED APPLNS; OR EX. OCCUp.IOUTLETS (RESIDJ'EA �: 2-.00 ' Temporary service 10.00 Mobi le Home Facilities 15.00 License Nd. •- Classification Misc.'Wiring 6.25 I am'exempt•.from,the ,Contractors License Laws of•the State of California. 'Permit Fee` WORKMEN'S COMPPENSATION INSURANCE I am aware .of tfie *visions of Section3700 of the California Labor. Code -which requires every employer to be insured against liability =' for Workmen's- Compensation..:. ., ti .,❑i`havep aced_on:file with the County of Butte'a certificate of Workmen,,s Compensation,- Insurance I :certify that 11n the performance of the`work' for which this ' permit is•is•sued l shall not employ any *person in any manner so as -to become subject to the'Workmen's Compensation -Laws of California:. _ ,.• - AL,� FEE' PERMIT FILING FEE $3.00 Heating . , (�pqQ 176va Cooling Ventilation` Hood 2.00. Permit Fee $ $ I certify that, I have .read this, application, and state that the above - information,,is correct: l agree to.,comply to all County Ordinances .`and',State, Laws;re.kking= to building -construction, and hereby Land Development Fee .1 $ , TOTAL PERMIT FEE',', ; ,authoriie.representat'ives of the.County.of Butte to enter upon the above mention d, property, for inspection purposes. Date Si nature o ermitei' or. Agent - - Ki- e_ Receipt No.� White-D.P.W. — Yellow -Assessor -'Pink-Inspector — Goldenrod -Applicant This permit is hereby issued under the -applicable provisions of the Butte County Code and/or resolutions to do work -Jrid icdte'd above for which fees have, been paid. DIRECTOR PUBLIC WORKS o By.. . Date`���— ;Building permit• expires' Date .. . - ... i .. t •'. -_ _ ,' r 1. ` A 1 _ ;1f - , ` / .d . - + - i - , b j �C a" o i •t. _ _ 3 -. _ r .. T) t '�¢.-. n .-:� - 1 �� ,t '�.".. .rte r r Imo, j_ ^ z, y. 3}� J1. .x jY . ',tom ._may 'i '#^ f f .�J 5 �:.t aj� sl 'J C, , a-¢ t . Ir ,4 J Y� t J� h:. J �l [. t - I 11 •'may s - I .. .. •j l.r.•. ` ! �. ". I.1 1 41, T l y .J�'" iy , { d 1 f?� 7 i. a. t :�,- I,r ,, k. 'F L fit. - i.I. I ? :� i .� �. ,�.,. 'i. _ 't, aw•1,. �� is s n f �.11 1. .rii ; . !ra �, r� vi kFk af, - f,.. qr. (,•. . -' ; - J i;hJ 3. 7 _l: L5 �, .,y- : 1'.`� 3 l tt'- 's' - ( r s ,.Y%j. �.4 A F'. 1. ; � ; ^•t, f 7 -, r x .. .f . . 1 z . • r "� ` 5' • i. f �, ti ... . '. 1 •1 `yf J' ' tay t r, t } , �+- •✓ k - �," 4, C. ' , S-t .. h .,}'l.11 ., �. �l s` 1. r t � B -, c ,^r " r - " _ � •. , i Y r ." �_-: r .,, - . ` r t -tM `G sI ./ ,+- r} t •; f.. i., m'�,1. AFI •: f c �,f'. is ' ' - , >'%Jf i. ' ,.f _ fir ;�:: t � z i s , d,. . i - - i •> _ •4-`'1. I {{4, it .` j. ' Y , Z .,. J i -. - - ,r - - 1 r R ,. .,:� .4, ,r .. I f 4' i J I 'i - 1 "f.Y ,. St m,t y.. 3 t c 7 A ! 1. r i f -:; },"y f " . '� [ d'%' w'f ,R. , �II•` _ -2 2 } r JC s 4 - -i 't i �a ; ti^ 1' . y a ..11 �ii�i - ¢ J : i - f� µ `L". t .'1 f'5: S ?., t .j ,fir .. '� d IS t .- y Y.; �'+' _ fJr 1. .'. .. . .. �i _ i X.. -v y7 1 PERMIT NO. 761-76B-:; P,E,M PERMIT EXPIRES Z OWNER Hugh Whistler 9 - CONTR. Triple "S" Custom Homes,Paradise LOCATION (AP. 66-11-20 ) X20 Eureka, lot.,.#5, PPCC#2 Magalia h 1 t 1 N i 1Fi P. e orS =326 a Called G&E S Temp. EI c. Serv. 7- z— G Cal d PG&E ,'% f a Temp. as Serv. Iled PG&E f NALED (Dat (Signal-) 4 COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS. BUILDING INSPECTION RECORD BUILDING _ BUILDIN,G.(Cont'd) PLUMBING f Setback Firewall Soil Piping Forms Parapets 1st Floor r 14ain Bldg. Restroom Finish 2nd Floor footings. Windows 3rd Floor Stemwall Siding To out Slab — Roof Sheathing Water Pi in Zv� Piers Roofing Sewer Garage - Fdn. Vents . % Fixtures 476 Footings Gara a Vents Water Htr. StemwaI Prov. for physically Heaters Slab ! handicapped Appliances Carport Conformance of ex. Gas Piping & Te Footings &F4structure J Temp. Gas Slab Final Sanitation Patio FIREPLACE Final9,AX-27, - Footin s Footing ELECTRICAL Masonry Walls Throat Rough E Reinf. Steel Final Fixtures Bond BeamFIR 'SP RIN ERS Motors Framing Test Water Htr. Stucco Final Sub anels Mesh MECHANICAL Grd. Fault -Prot. Scratch Heating Servic - Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Z Final Final DATE REMARKS OR CORRECTIONS I y -�-T� /rte✓ wa,�., sG� ���.. 11 � � � � ;� s ��• -moo- �/ J FIG V (NOTE: An entry must be made on this form•each time you-vi.sit the job -site.) Fiber,01ass, Insulati®n BUILDERS INSULATION STATEMENT BLOWN INSULATION Manufacturer's minimum thickness to provide the level of Insulation resistance (R) Values, as shown: . R Values are determined in accordance with ASTM C-687 and C-236. Conforms to Federal Specification HHI-1030A. i ss This insulation, has been installed In conformance with the a_ bove•recom- mendations to provide a value of R using gs of insula - don to cover square feet of area. Insulation Contractor (Sign) Builder (Sign) Company a Compan t BA ND BLANKET care i Fiber glass batts,or rolls have been installed ,In acxordance with the manufacturer's recommendation to provide an R -Value of in the ceiling, - in. the exterior wails, in .the floor or crawl space T r'CU3`TD i NOME BUILDERS I�� :®5`2CUSTOM . HO . BUILDERS' • 80$4 ckvwav Ph. 877 !1871 8084i Skyway P6:' 877.8871 In F�o&pC n) a Ig Company Name Company Na ciso-32-11-c Date CERTAIN-TEEO PRODUCTS CORPORATION. P.O. BOX 860, VALLEY FORGE, PA. 19482 . a R INSULATION R INSULATION VALUE THICKNESS VALUE THICKNESS R-22 6Y2" R-1'3 3W Meets. Federal R-19 . 6" _ R-11 .3Y2" ,Specification' HHI--521E Fiber glass batts,or rolls have been installed ,In acxordance with the manufacturer's recommendation to provide an R -Value of in the ceiling, - in. the exterior wails, in .the floor or crawl space T r'CU3`TD i NOME BUILDERS I�� :®5`2CUSTOM . HO . BUILDERS' • 80$4 ckvwav Ph. 877 !1871 8084i Skyway P6:' 877.8871 In F�o&pC n) a Ig Company Name Company Na ciso-32-11-c Date CERTAIN-TEEO PRODUCTS CORPORATION. P.O. BOX 860, VALLEY FORGE, PA. 19482 . a ..Iw -Y b a �1 •"�. 3 is frM-X •'fi;,;�k'r,�'T^.+:..^.R^'�'e+2.Wpq- p- yp'�o�..:•.T 1:.r: :w.. :: •' _ ' � � '. Ali r .. � ' .,.- � - r -: '. - - �, . COUNTY OF BUTTE -a:A_RTMENT,OF.PUBLIC WORKS 7 County Center,Drivel ..t Oroville, California 95965 Tel ephi;ne: 534-4541' �� ��• , APPLICATION -AND PERMIT Receipt No `` :White'D.P W Yellow -Assessor - Pink -Inspector — Goldenrod -Applicant Uilding Permit expireS,Date /'` l -BUILDING .Owner /`'I TS (_e'�-• SO. FT. OCC. .-BUILDING.-VALUATION / Mailing Address'. ::.. :. Telephone No. ..; Fireplace O Contractor"�/rS'.1 _ & O tj- � Total Valuation Mailing Address © I. Permit Fee ;- Plan Checking Fee &/o( Penalty ISe- Iephone No. , Permit Fee:.. Building Address PLUMING. No. @ -FEE PERMIT FILING"FEE $3:00". 3'- w K Each Trap 1.50 GG fr/" Repair drainage, or vent piping 1.50 Water piping. Each gas water heater or vent 1:50 . A: P. No. �(o- 11'" • ©' 2onil;g & Plonhing.. Gas piping system 1 - 5 outlets," 1.50 Each additional outlet .30- F W.C. 'Sa I o Fire Dept.. Fire Zone Use Permit... Building sewer 5.00. .' EOA Parking• Parcel' "' Plante�s Declaration' Parcel.Map 60' R/W Improvement Lawn'spri,rikler system 2:00 Bldg. Pldl;1 ec'd"Parc Approval 'Plans.Ap -<1 Permit Fee $' N NEW ADDITION ❑ UTILITIES E]OTHER ❑ ELECTRICAL. No. C�' FEE" PERMIT FILING FEE . _ $3.00. Main service. 600V OR Ess 5.00' 100 AMP OR LESS` a• Main service ADD'L 100 AMP 2.50 ' : Main service OVER 600V 100 AMP OR LESS 25.00 Single Family Duplex ❑ '. Mobil Home ❑ Others ❑ Main service EA_. ADD'L too AMP 1,00 ' - - NEW CONST. f[ DWELLING OC OR ADDNS,; _ ACC. BLDGS. .. i� 2(tsq ft, Q , NEW CONST R." MULTI -OU L T 'NON-RESID'. '('"BRANCH CIRCUITS) 2.50ea - - .• ` NEW CONST, (POWER APPARATUS & NON -R ESIR D•. _SINGLE OUTLET CIR, CONTRACTORS ' 'LICENSE LAW I am licensed under the 'provisions of Chapter 9, Div'. 3, of the;,•' State of. California Business & Professions Code, under the name "• style of: n �/ L �) i��.-f"✓l"c ��v��c/�S - @2 ' 'Ex.,Occup (OUTLETS OR FIXTURES) @.1 BAL NS, Ex. OCCUp{(.FIXED'APP.LOR OUTLETS (R,ESID,)r'EA� 2i0_0 Temporary service 10.00 Mobile Home Facilities 15.00 License No.Classification / Misc. Wiring 6.25 ❑;I am2exenipt from the"Contractors License -Laws of the State'of California. Permit Fee $ 3 $, WORKMEN! S'.COMPENSATION INSURANCE =''I, arti aware of the pr6Jisions of Section3700 of the California Labor -Code•which requires every "employer to be insured against liability' .:..'for Workmen's,Compensation. '. x .E]•I"ha-ve'placed ,on:f'ile with thetounty•,of Butte `a (certificate of Workmen's Compensation Insurance. I- certify that �in the -performance of the work for which this permlt'is issued I shall not employ any person in any manner so as to.become subject to the Workmen's Compensation Laws 'of California. MECHANICAL No. @ FEE ' PERMIT FILING FEE $3.00 Heating Cooling Ventilation -Hood 2.00 ' Permit Fee $�' •~ $ `I certify that'd have 'read this application and'state that the -above :Jnformati6n'is'correct. l agree to comply to all County 0rdinances and- `State.'Laws relating to building construction, and hereby . authorize: representatives of the County of Butte.to enter upon the "',above --mentioned property for inspec ' urposes. e' �d� Signature of Perm*i_tee or Agent". TOTAL PERMIT' FEE f 1 38 9-- $ 0 This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work,indicated above, for. which fees have been paid. "s ".DIRECTOR OF BLIC WORKS •' o.. 3— Receipt No `` :White'D.P W Yellow -Assessor - Pink -Inspector — Goldenrod -Applicant Uilding Permit expireS,Date /'` l - 1•IOTE FOR t.0 SEAM PROIECT\ON FOR ,-%1 SPAN,Ty PEOF SUPFOR[\r\G FOR M\N.S\OPE SEE • SEET48EE B FOR SFMMETR`L UN tS :NE FOR BEAM 4 POST, POLI A!`GN[ANOFOODL blE TABES A,�(`A%. Lam' FASO\., OPT\ON AE Ex[ENj ON TR\6., LAAO ON lR\BUl ARV W\O[A MA[ ExTENS\ON MEASUgE _ - ANO OE[A\\5 SEEOWG-2002 S\DPEh j"�� EDGE ltk-S. OR 111%wME',R E%TENS\ON ( CAO[ USE A9EE W\lN FV.T PANlE� \NTAU' \� \ BE TAY.EN AS ONE AAEF CASE USE TH\5 O\M, FOR P0.0].: - .OF THE P0.0]ECT \ON: UN\TS. ON [H\S S\OE." TYPE 3 UNITS BEAM -\11. \. TR\8. W1oTA ✓ 6'-O'MA%. \ TR 9. MAX. 357. Oi Furl CENTER PANES SP AN Pa. \ 0-O'MAx. FAX\A OPT\O;\AE PANE\SPAN W10[A FO0.Ml BEAMG N E V 6E - BEAM SP AN" \// ` ' BEAMS. - R ANG E%CEPS bEE NO EPGGEf FREESTANDING I NOTE C- PANES OVERHAraG SEE [A9\E- \O PSF 20 PSF 30 PSF 40 PSF SO PSF (e0 PSF SN .E\VE E\VE SNOW -\V! SNOW SNOW L\VE SNOW LE1VE SNOW SNOW E\Yf SNOW E1V! SNOW SNOW E\VE SNOW L\VE SNDW -SNOW L\VE SNOW E1VE SNOW ' Ta1e. PLUM\NUM SEAM S\ZES' - WIOT\\ - 4 ,.3 3.S Z 1" C 1" I \O" C \O' I A" ^�" 3S„ 1., C 1„ I 1" Z . \O' C 10' I 4••"�... 3S' Z ,,, C 1,. I �O' C . \O' 1" I \O' C \O'' I TUSE 35 I 1" ,,. I \O" O,.I ZU6E 3� Z 1" C 1" I \O" C \O' Z TUTSE LURE -TUSE TUOE BEt�M SPPN �MPX. P��OW.) , POSE S\ZE , ANS FOOD\NG S\ZE SEE NOSE 1 FOR EXPLP�IPS\ON OF FOOS\NG S\ZE •20'-5' 5=0` Il, - l' 24'-5' 3b'-3' 281-4• 53'-9• 3',4'NBE Tx4 NeE 3"IO GA. 3"10 G4. 3' bGA. 4'4q., 34m \9'm _7 Bo' 34° 44" ]8• Slo 1L'-4' 2\-q' 3]'-8' 2S'-\ 9-2'.. 3'.4'TUBE ',eToeE 3' \O GA. 3 IO GA. 3" 10 GA. 4 A.,.\BB \<m1U0 \4'm \5'01fim \b08'm \9.024'm\l"� "m2\'0 48' S4" 46• 5Y W" SB" 46 L4' 46 L4" 54' IL' 34" 31" 33' 3b" 35" 40" 3S" 44' IV 43 ta" Sle \3'-S 14'-O• 1l'- ' 20-10 201-10 20'-0' ]9' -On Tl', IL'Q l'm \l" 24`QI 19 3'�2'109�m 2\'b 3C�\b"Q 3\ 7Y4 Ia" ti l6 S4 4a" L2" C4 SY l7 foa' Lof 2R'. 34" ]q• ]5" 39' 30 42' 3i 49' Jl" 54 ]S' 11.' 42` 69' '\2 -2 13'-0 IS' -la Ab'_ 24'-q° \l' -\O 34-1 ]'n4'IUBE 3'"4"TUSE 3' \O W- ']' \O GA V%Q.+.\8C j 10 GA. 4`SQx.10D \l'm 10"0 \B QI \B"02-»\9"�34'�24'm "�2]'Q 29'm 20'Q 3S'm 24'�\lo�\l'm 46' S4" 48" 54^ 46 LO' 48' 42' S2 io' 48` L4" SB le" 34" ]d' 3I" 30" 34" 4\' 31' [O 3l" S JS' I4" 4\" 4l' \\'-\\'. \2\'1' 1l'-`-.° 24'-\O'\q`-2• .]l' -s' 10'-l• \O`-,' \S'-0" 2\'-0" il'-l• 32'-l' 9'-b" 9'-b•. ,\4'-\° • w''s' 29'_4• V,- GA. I'S +.188 9"bGA. C9q.x.\BH 3',4TUD >'n 4'TUEE J" 10 GA. 450...\89 3'IO GA. 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A 3'x "NEE Y.71 UBE ]• 10 GA •S .v,18B' B' \O C.K. ',+.\6 VX %W C 'S, 4'lUeC 'S \O r.-,- A. 0 4 ..\ 3' \O GA.Mll!d Iva \a''m \9"0\$m \9'0alD \l"0 1Tm 1B"� 7"m 20'� 'm 2]'Q m 2\'Q `i.' m 2(:m \S W"Q \b' \lQ 2]'@ \q'� 9]"m 21'� 30'm 19"� 24m \1m \V(P \C\�0 2't'� \B 7m20• 2q'm 19' 3\ 2Km \K' \l: 'F W' Q 2't \9"Q ]1'm 2\`� 2B� 2d 1a' S2' 48" S4 48" S9'- 4B' Ui' S2' L4 40" T S8' l4" 49' 54" \b S2484048LL 2i b1 S6 lle' 46 54• 4E' S2" 4B" W" 48 41: 46 l(e I8• S4` 49' S4 4&' '60' 4b" b4" 48" bb" Sv l4" 4U'ST'410 GT 4b` bC 4a' L4' 3I" 3l` 3\" ,38" 34' '4\' 94' 4q' 3l" ST 35" 4 1\" (.V 34" 3l" 31 3l' 3G 4Y 3I' 49• '-A 44' 4\' LI' 34" 3l` 33" 3l' 3S' 4\' x" 4q 3G 4cf (}2�" ]P! 34 ]l' ]S" 4\` 3A '4l` 3ti' 40 40 SA 3S ]3' 3l" 94 40' 34 44• 3S" 4J" \O'-2• \\'-\" \3'-1' 22'-\\' 22'-10" \S' -lx y1_gr B'-10 9'-2 \]'-, \0'-\O' \5'-.4` 20'-I' l'-9• B'-0" \\'-10' IC' -q` -I` 24'-q• G-\1 ,`-2" \O'-8 \4'=q" '-VJ• 2\'-1 6-s' L` -l` 9'-9' \s' -G• \\'-9' \0'-\• 3"n 'TUB 3'"4TUBE 3'\O GA. GA. C4Q k\BB Y. •TUFF V. TUBE] "\O GA. 4SQ.x.\Bg`3"\O GA- '4q.x\B� 3^.A TU9E ].4 TUBE \O GA. "9Q�x•\00'3'\O 2l"�31a"m 2l:m 2q•�22"m]\m m\l`m1a"Q\041\9'�25�21"�S�2AQ 9Qm 22'lb ]S'm21�4:m \l:�v1p 02'fm20o Trio Q " 021.(P w ED '�"m 1SW \4�\b" \l\'�2g"�O`�]1:�2S�K�IL'�\rid\l'Q2\'�\q'm Mv,";" 21"�2�� m41: 4b" S2" 4tij 5T 4B' Sb" 4s f.(Y SO' 4V 4B' (!4' s9' l2' 41: S2' Wi S2" 48" S9' 48 LI" 4a L4' S>j l4" 4L" 52° 14" 52" 48" S9 4\ AB' 44 40` l4' 41.'' GY 41: ST 46 58' 4a b4 421' L4" 54 l2" 01: SZ' 4L• G'i 4B" SB 49 lag' 4L"33' 3]" 34 3\ 3l' 3G` 43' W� `•O` 3b" G4. �3S 4l' 4\` G\" 3" 31e 33 34"- 34• 4]' 9G' °A' 3S" 41i 4\" 43 9]•' 34" 40 S0 3\ 45 WL]' 33' 31i j]' 31e• ]4' W' 34'- 48° 3S' 43" "]9' S3 ]j 3(.' 33 3L" J4' 4U, 3S 42 3\' 4L" `4'-S' \O' -S \2'-8" 2\'-(0 2\.,_ \4-1" 21'- e 1" 0-l' \2'-q' F1-0 I14-4' 21:-1" ,'-2° l -(a" \\'_ \5'-S` 13'-\ 23'=2" U-4 (a'-.9 \O -o \]-b" \\'-\\ \B`-\\\O0C ]'x4"TUBE 3".4'TUeE 3"\O GA. ^SQx.\gg'. 4'SQ.t.10a" j \O GA- 4"SQn.\BB• 3"x 4" E V. "TUSE %'N GA: "SQ...\8a' 3, \O GA- SQ.+.\8B 3'n 'NBE 9•s TUBE 3 A. "SQ. r.\EA' V. \O GA. "]?x,\5 3n 'TUSE ]".4"lUB ]" \O GA. '9Qa.\00 3" \O GA. eQ.x.\8G' �. "TUSE J'. 'TUSE J" \O GA- 'BQa•\0B 3' \O GA: SQ.1.\Y/b• \9'm 2Y 0 20'm 21'0 Tm 22'0 S m '0 3b"m 2T'� 29'm 23 � ]4'm w IWO 19• \am 2d0 v4 l e S'� Q-' 1d01 23" •m 20(tI `�m B' \l"� 18". 2� � 2"m 2T 2Am L'O "m WIDI x-"0 Ib"� ll" 27 20"� 3\'m 27� "� 2\' �']]'m 2r.� \Sm \-\•� \l0m n` m 2\'m 0.0 2q'a123"m 33" 3S' ]]' 3b" 3S' 43' 35" W. 3b" SO 34 4l" 41' L\' 92" ]L' JJ 3G" 34` 0T 3S' =0' 35" 41: 4\' L4` 3Y 3S" ]]" 34` 40^ 7S" FA" 34' 44 35 (03' 32 3S". 3'! 310 34` 40" 3A 48 ]4 43 3b" S4 l2" 3S 32 3S 34' 39' SS' 47 34` 47 4S' 4L" SO' 410 ST DB' ti 40 W' S0' L1" 4B LO" SB' l0' I4' SO' 5p' 4B' S9 49' 44" 43" 47 5P' l2' 41i SO' 11: S 4B S8' 4V 42' 4b Il2" �li l2" 41: SO` 4l: SO' 4a' S9' 48' 42' 46 WY SI` lor 41d `d 41.•- 50' 46 Vd 421' L2' 48' b0"3>' 'B'-9' q' -\D" \2'-e" 2\'-b° 20,_2• \4'-l" 21-3" �'-v" ,- \2'-O \V' -B" \3'-b 2S-\• V' -l` \" \O' -G' \4'-V" \2'-3° 20'-\\". .51-\\` (.`-/ q' -G° \3'-O 1\'-\" \l.' -\On 5r_4n S'_\ci• 01_lA G 3",4"TUBE 3'.4'lUEE 3"\OCA-4'SO.+.\BB aSQ. x.\80310 GA. 4'4Qx.\08.4'.T\fd ].4 TUBEi \O GA. 4'SQ.x•CA. ESQ. x13a J•x4 NBE .4�TUEE 310 GA. "SQ.*.\08'-]'\OCA. It'9Q�r.�U913"\OCA. "SP x.1 3'\O_GA. 14Qa•\Plb']".4"_NPlE i,4TUBE >•\O. W: 49Q, a.\00 3"\OGA•A91q.x.\09 q''m 21"02\•m 22'0 4'm 24"03I'm' 03b'm 28'0 ]gym 2S"035m 3\"01Bm 14'0 \qm 20"Q2 2]"03':m 24'03dm 24'03A'm ]d0 F1'm \Bm \9 23m 2tiO3'Ym 20 �28'lp 2i� 'm 2l'Q 11i`�\l"0,`m \6021'm 2\•0 'IV w(p m 0 N\t;�\l'O U:m\802\"m 2\'Q 2Y�2]m 210�22'Q Y'm 2SQ 4L' So^ 410. 52" 48" "I' SO' b0' SO^ L4• 40" f.0" Ga' l0' 44' SO' 41.•' 47 4B' il:' 46 L2' LO' G0 l0' 41' O" 410• SO' 48• Rf0 00 42' 48""' 40 GI' l0" 411 SO'. 41. SO" 4B" Slo' IB L2" Iv (A' 44 cD' 41.' SA` 49 40 40' b0" 49 IdJ' SO" L4' 33" 'Y" 33" 3b" 3S" 42" 3b" SY' 3b" G4 a4" 4l" 4\' L\" 32" 35" 32" X" 34" " 34 `0" '.;4 IS° 4\" LO" 35 32 3G" 34 39' 35 SO' 3S" 49" ea' I& 3'[ 3G' 37 35' 3S 39" 3S 4l" ""'\2 B'- 1" 9'- \2'-B 2\'-O" \9-2 \3'-\\ 25-'9` 7 -O l -B \\ -G - \G' -b 12'-9` 23- 4-2 (+-B q-1\ \3-q 11-G 1-bS'-G" (.-0" 0-W,\2 `- \O -5` \S -2 ' 3'.A TUBE T,4 SUFE 3' \O GA. 'SQ...1 CSq...\BC' 3" \O GIA- 4 Sq...\811 j.4"TUBE T,4•T\10E 3`\OGA. a.\8B" -]" \O GA. 9Qx. -!. 'lUEE 3', "TUBE 3" \O GA. ' ..\B8 3" \O GA. '°A.x.\89 3", "TUBf 3", 'TUIC 3'\O GA. 4'SQ�x.\B8` s"10 A. 5q.%�\0a 2\"0 2Ym 23 25'Tp 'Y`m 31"� 3b'm '2q' 3\"m 2S"� iG Tt0 M'm 2A` 'xfm 2\' 2G" 24 " 2l'Tp 2 0 S4" \8m \9" \8" 19' 2 27 32' 2 29 23' 34 28 \T Iwo h" \B Z' 2\' 30 `U•' 2l 22 ]S m 2G 44" 'p' 110" SO" 40' Sl: SO !A" -50" wr 48' LO" S8' l0' 44" 50" 41 SO• 4B' Sb 48' 4D' LO' l0 44" 4a 44" S0' 4b" `l:' 4B' LO' 40" LO' 4i - L8" 4�' 4� 44" 50" 48' SId 40". LO" 4B b0" SO` L4" 32" 3G" 34° 36" 34 4G" 34". 52 3(0 S\ J4 °O" 4\' L\" 3\" ]S" 37 ]G" ]4' 42' 34' 34" 40 4\" (,] 31" 34'" ]2" 3G" 34° 12" 3I" 49• 31" N0' 38 "-a 31"- 31" 32". 35" 35" q0" 35" w 31 44'-- \3'-2 24-9" 6,-(.' -\-4" \O' -\O \G-\ - 22'-L' S'-9 L' -G 9'-4 19`-2° \O, -\O \�'-\ TA6LE C SPECIA_ 4 POSE `(PES 3'.4 TUSE 3". 4`NBE 3" V] GA. 4"SQ.a,\Bfi A SQ.r.\Bg 3 \O GA. 4SQ...\BD 3'a4"T\%E S+4T\YEE 3" 10GA. 'SQ. a.\8B J' GA. A Sq.,.\aa 3'.4 NEE ]', TUSE l b GA. 4Q,.Aw 3- \O GA. 'OQ.x.18fi 2dm 22'� '7:'m 2]'0 2l"m 21: 3(:m 32'� 10'm 30'0 3Fm 2(:'0 94m 33"m \9"m 21 Om 2\'Q 25"� 24Q 3S`lp 2B'1� _ m '� "m 2� \13 \9"Q \y m 20'Q 2i m 2]'Q Z'Q 2li� 2Ym 4 Q ` 29� PANES TH\CY•NELS PST FOOTING S\T.E 4A' 49' 4L" SO• 16 510' FLY 1.0' [O• UL" 46 S8' b0" l0` 44" 4B' 44" T -a 48" 5 4e' 4B" '-.8 58 LB' 14' OB" 44' Sp" Ia F/: Ia LO• 4C S0 47" 41.' E\VE H00.\t Wm'A ELAGTH CM1N.) BEAM POST PAC\NG S\lE BEAM SIlE DEPTX OfPT 32` 3A` 32" 3a 3S' 41: 3V' S2" 3L" ST 34" 46 4l' LI" 3\" 34" 3'L' X" 34• 4S" '.F 30i' 4l" \' ci8" 31 31 3\' 35 94 41" 3S" 48 'S: 14 -S1" V.' LOAD WMD UFEIFT M,A%, %. TNI\N-VCE "0' FLAT AEONG ( (MA) ('TWO SPA@ (B' -O" W\OTA l,_ • \_ - \ - - -q" - - \O -G -G :\ - 2 B PSF \DAD ALUM. STEEE A\UN. ]xy\\GMT 0.EC'O\. H\GA� (sou%K>]SEAg XA8 .020` .OTB' .029 'A\WlI \\`-\\" '1165\L \l'-3' Ua" - 3b"- 26" "S.4 T19E 3.4'TUBI I'\0 GA. V%0k .\8849q...\80"3'\0 GA. O xAbe 3,4"TUB!'�a4TUEE 3"\O GA. v.\8B 3".\OCA ESQ.+. 9 TABLE D \O 10 _10 1a' -O' \$'-O• .O\S" 7m \ m 28m "Q 31 m 3j 3j m 3U (b --dm 2l"Q 34'm 3Cm \9"m 2\"� 2\"m 22 25m 2' 35 m 28'1b 2`1'm 2li'� "m 32 9EE I.lo •12 B LSIT 10 to \0 20'-0• 20`-0` .020` .0\S• A't� .020" '1616.! 1]'•O' 'IS.ST\ \9-3" W' 42" 30" 410 f,0' 49 So' SC "Lo` 57 b2 le' S0 40 l0' 4A 4B 4B' cd' 4a 40 LO` 48" 59 Sle (.9i Iwlo ZO 30 40 P_ ro 'q 10 22'_0• 22'-O' .fR.O" .OV'.` .tl49' A3S' `AEUKE 14'-O' '44`OG 2\'-3" 2(Y 1,4\411"IF 34 3l" 3S' 0l' 4\" VL" 3l' °2• X 4l" SO` (a3' 3\" ]4' 3\" 3S 3 44 3S" G\'�,4" 4S' 40' S9• LRT PSF P3F P=f \0 to IO -O' 24'-0' 'D2l' OPE' A9L• _035' l'AWKT \9-O" SY.wC 23-8" to -9 B'-2 12 -\ \8-_ ' \b -\O \\ -\\ 3-6'. .D97• :1 IO -IP 7!10'1710',G'-5' _ 'x 1'NeE 3" 10 GA. 3' \O GA. 4'40. n.\Bg 4". J4 xAB0' ]" 10 GA. 4'40. w,\BB" It. FDS SrWGL PANEL _Au lunrn.lir,n-. -, gLUN. I 8- l -S G'-{" 4'-T j'-3' 20 \S \01S 20'-0" 20'-O' .021' .024" .0't8' 2\ m 2]"Q 23'm 24"� 2°� m 28"� 3m 3]"Q 3j m ]C m OM Rl"Q 34.1. 3SQ C V LEY A.VPl cvac 1 63, lVi Anil. SPAu RO \S IBIS 23`-0' 23'-0• .04D` A24' w M LIMITS 9MOVu IN TlpLfi O WY M .U9tP 1:2 1'-1" g O L' 4' 4.7' 3'-3" 4� 4@` 44' SO" 40' S1o" S`L 40" S2" L2' 46" S9 UY (a9 : I u r OF rkoSE SHO_ lu TABu A AT1' O:1 4.1 -9 Y- ' '{" T-6 30 R YB:1S 20'-0' O'-0' .040 'A\UILl \2`-L` g0,v,)CA \9`-3" 2\• - b'' sb 9\" 34" 3j 39" 34" 41: 43' G4 J8' GS` -�" 49• 52' U2• - FG �'20 P.�F THKU GO P`3P'.LOA•06 ou A\lM, I:1 10- -171'-g E. .020" {• .027" TWIN -VCS PANRL. '`� Ir 11-7 - -4" -4 " - ... TABLE- A (0- 1-10 \\-B \1-\\` \u -\\ -22-9 .. 3'. "TUBE 3' \O GA. '4 a.\ "4Q.a.\Ba 3- b ..\ae• T 3\ TRIBUTARY WIDTH TABLE B Cm TO 3m2S0 9'm B03Ym]4m3Tm320 m2Btp 'm30 ANEE %' FLAB TWIN -VEE PANEL, PLAIN 0ndwi+h SK(L\GHZ PANEL SLOPE(4) 41 4a". 4A SO' 48" 4." S2' LO" S2" "o, A ^�' (0C!' 48' pAAEE FORUNS`IMMETR\ lWOEEAM FOR\LATER\OR FOR S\NG1-E NOTE•FOF50"F1.,� Pl•,oR\_YEf OW4-20\C- - 3\" ]4" 3S" 3l" 3l0 4B', 45' S3" 40' S4 3S' ll" 54" VCRHAHG , UN\[S OR EDGE !FANS OF DEANS OF CENTER EFJ.M oto E\VE \oA0 UVE Oq"w"N SNOW LOAD (v+f) A1°,� alopa: I'Par fwf NUE[\P\E 9E1,M'UN\[S, MUST\P\E EEA OF FA6C\ATYPE -O• l' -l' \\'-3 \l - \5 -0 \O -\\ 22 " EDGERE1xM 1. r U vANEi tA[\.g1\i IO 20 - )o Qo So Go LOAD '+.'TUBE 3'10 GA, 3'\p GA. SO, x.\Bti 'Sq.a.IBB 3 \OCA. A\Bti ExTENs\pN PANES OVERMAVG CFTJ' ,1 KNsy "o SPAN OVERHANG LIVE SNOW 'm 23 � 24m 2G"� 29•m vop 34 Y: o 3T o 3330 3'J' la 4 m 34 FROM O LM cSPnN� ANO PANES S O 4 O 5 o e 3 O 5 O 5 O \o - L 20 1.14.1-160 .42" 46 44" 0.O' '49 Sb' S2 b0' S2' bO' 12j' (a0" 42i MCAT REAM. R\B. W\OTM IO BE ULEO \A MI,\N TAME, S(FC TPS.YL E(FT) �.W- TYPE - PANEL. SPAN. OVCRHANG ALLOWABLE SEE NOTE It 4 12 R6q'DMrH. SLODE rN. R 30" 34 33" 39` 3l' 4l` 44 G2" 0\" n '-le" bC 4`-O". 2.0 3.0 4.0 40 4.0 5.0 o; l H'-8" 4'-5'r 10'_\V' "3•-5 e' -G' 2'_10* 6.7'.'27=F7 S"\" I -5'. 4'-3'I 1—". . AW I'1 ,2,_3,1 3x_10„ _4r, 2._ 5._I' I._ • q1_3• 1_p• I1_o2,_Ip1r 1,_01,4q"4>SI6II2,124i 1p ]-0 4-O A -G 1 4.0 4.0 la.O .l.\ Hwn-V 1;2 IS'-�3" -4'-2" B'-4" .i' -O S'_1• I '-/a• 4'-E' I' -O" 3,-S" P' -O" - _ .. l,_O. 3S 4.0 ',A 1; l.0 l.0 l.p Q.O .027, IS,_ ".41_1\x 12'_(." 3_,\I� lor_. 3._4. 9i_4" 2'_11.°4 jl - a' -O• O .5 S.G g.o B.O a -O \0.0 Al- I _ 13'-91 4r_4i1 for -9r, 3'-4 6'-1D' 2,_9• �I,_1„ 2,-9• Sr_9'1 I.�_II" 4- '1 �r I'-5 4I�0 A ,_y �� ._. ,. 9`-O' - 4.G 5.0 la -O -1.0 ! 9.0 9.0 9.0 \\.S Tm1n-Va I ; 1{SBI' 4,-l"n'-l" 3 -B' .9 •_ s' -O' -1" 2L_Gx Sr_B,r 1'-gn4­11- GE�1E 1�10�ES \O' -D 40 SS CS l.S 1 10.0 \O.O \0-0 \2G 0:! r_O" 5'- l" 14'-s" 4'-5' 12'-b,' S •_\1• I I'-2" 3 r_6. \O' -d' 9'- 11' 9'- \\`-O` •i.S I.o l.0 l.S r} - N.0 X\ N.0 14.0 Alum. I:I 9,r 4,_.1\' 12'- " ]'.-\\ I0,_6• '!'_3• 91_lx 2r_p. 8r_20 2,_ll, l' -b" \. FOR lR\B.WTRH OF EDC MS SEE TAB\E B� FOR CENTERBJ.Yb lNEl0.\E. 12,_0. (.,O L.S 1.S g.0 o,:p \2.0 \2.0 \2.0 \S -O n-Vaa I ;1 14- ' j' -Z" 13'-D11 4'-,L' II'-& 3'--1• 10'-0" 31- 1' g'-10 2.'-91' 8' L" 1r \ WWT\\\STNEEEAMlw--EWIAME A\'LYY OF SHEiTFOR SVMM�.lL.K2 �• O:I Ib�.Zn r_p II -4 9,_7• B•�T 2'-9. 6r_S" 2_1. 51_4, I,_81' 4,-6" Ir_4„ 11'-0' L.5 l.0 a.0 BR 9.S 13.0 13.0 \3.0 \C.G 1 \ -O' l-0 l -S BS 9.0 \0.0 \4.0 \ .O \4.0 11.5 Stccl 1 ' IS'- I" 4 1" fl -9" 2'-S.` S' -II" I '-10' 4'-b" 1'-4" 3'-7" I1-11" 9'-O" o' -II' 11411,19'18 114 �I4 Iq \mA%. .O 1 S "3'7" '2. VAUYES SNONN N\V.ME ABOVE HAV BEOBTMNFA W\TNPANE c\NtAEEl A. Iq-O" l -G 5-0 A.0 9-S Ci.4 \5.0 \5.0 \5.0 \9.0 unn-v[n I;2 141-4" 4'- l0r 4" -3 l' -I' '2'-2• S'-4" 1'-8" 41-4" I'-4" 3'-7" 1,_I• 3. U\EEOAD ORSUOw\DI.D\S\NOKA[EO Al TOP 05 MA\!E\AB\E ANOTAFAi. A: a -O B.S 9.5 \O.O \\:O \Z.O \4.0 \b.0 \b.0 ZO.O O:I' RO"O" 6'-1 -g' 4'-6' 12'-x' 3`9' IO' -4° 3'-i" 9'_5" 2' -II" B'-7:' \1.W\AD \DAD\S ViPSF AHD UPUR \BISPSF,EKfPT TNAI FORDPSF LVE\DAO 1-\`_p' g -.x 9,0 \).O\O.S. 1\:S'\Z.O \l.0 \1.0 n -O 21.5 ".014" I:I 161711 51-1' I 0" 3'-9' 9' -II' 3'-I' 8'--/• 2'-B• 7'-9" 2'-5" l' -.I" 2'-2' I�} 11 12^]191 'lgv THE Hp0.tL.VNaD"MO UWFI AREBDT. `APSE. SEE AE30 NOlE 6. FOA W.,S ID ifatl 4ADW EGAD REQU\REMENL. 1.1VE \AAD. MAV BE SUeSlRU[EOFVASNow l0` -O' 9.0 9.S 10.5 \\.O \\'.5 \15 \0.0 \E.O .\8.0 22.5 - ui..-Wa 1:2 Ifl�O" S'-7' 13'- -4'_1' 10'-10" 3'-4' 9'-S" 2'-11" fl' -S" 4. M\N. SEOPE OF PANEES\S SNOWN\NtAEEE A. TA\S \S ASl0.Ucl UR AE 19'-0" qS \O.D \1,0 \\.G 12.D \]D \ -O \9.0 \9.0 \q.0 24.0 - \ 0:\ \0'- '-2' l' -S 2'- 3`-O" \ -5 RFQU\REMENl T00.ES\ST PONO\NG-MAY.. SEOPE \S \"PERF[.. 20'-O" \0.O 10.G \\.5 \2.0 \2:S \3.S \ .5 20.0 2D.0 2A.0 ZS -O f\°"`"'•2`_]`' -l`.` 3`-O" \`-L• Z`-3" \`' O`-11` \\.O '20 \2.S vt0 \ .O 15.0 A'L I O:\ 12\-4^ 3'-\O" B`_\u" 2 ' ,`_S- 2`_4n 4,_L• 2`_O° S\_L" -\`_1p• q` -l" \`-0' \I 11 I 1 3 G. THE STRONGEST POST YSTNE 4 6q..\L9 ANO INAy PTc41BST \UTEO FOR Ol\0.R A\\m.. 4 4 \ R e : d'le Is N:alS SN0NNEI.CEP[WHERElWEO.3'IUBEF4J,M \S USi.O. lNE 3'x4T\ftEPos 22-0" 1\.G FL.S \30135 .S 15.5 F\aA L" \:4 B` -l" 2'-6" '4'-2' \`-\`.-T' 2'-9• \'-4' 2`-E" \`-\' MAy BESUES[\NRD FORME 9'\DCKSEAM POST ANO MA`(BE OP,RNTED E -TA 23'-0•. 13.0 \3.5 \4'.O R.O \5-5 tG p.\ .. \1\_O. 4. _al,, '.1\`_\\u ]•_B" q`_\O" 7\_\• C`_l„ 2`_6" .,`_6" 2`_Sn 1 _p0 2`_eL- AN..., 4 4 e I T h wAy. 2 `-O• 4.0 \ :5 `SR 1b.o / "` 2 11 4 4. AE\GHT OF POSTS 6UPPo0.[\N(: THEZ 00.0BEAMS F\a!L' \:4 \\`-\1" 3`_Bn 0`_l" 2`_0• (." 2'_q" L`_6•, 7.,_O,• q\ -q" 1` -\Cl 4`-10 \-B MAV BE\NC0.EASE0 TO V-O'\F POS[SP ALE \S 0.EWOED l08F.i• 2S' -O"' Ito 14,0 W.S W�nA TAEUEATEO VA\UE OR POST HE\ W%MA\Ef\NCREASEO Tp \00'\Ft�.1 `-O I \1..5 \l,0 �\\S` \O 10.1G \ lG IB -15 \BTS 1B 1G 10 - \B.IG POST SP4LE \S 0.EPUCEO t0 7415 OF URUU[fO VA\UE. TH\5 NOTE DOES NOT AVP N TOTHE4POLT V OEEG\NTP\EEC. SEENo[E \O ALSO. '. 1F 'SPECIAEENG\NEER\N4 \S0.E4U\0.lDWNE0.lTAEl0.\6UT1•,0.`l W\DTA UBC TABLES 'F0ICEEDS THE MAY,\MVM SHOWIA ON[AlMA\N [ABEE. •1pni p1 p1if'p1- Cc ,. FOOT\NGSiEs tMHY.Ati0 A0.EftHE0. SQU A0.Em(\EFT YA\F OF IO>)oR RDUNOm t FREESTANDING BEAM TYPE . (B 'Al HAFT OF BO%)� TAPTN w\TNOUt •.EAE \S LN?NN ST CEN[ER OP PpA•OEP[V]\F GENEiYFS� NOES CC oN� Fa> SEE RESEARCH REPORT 2228P ROBERT W. SSLER ' - PbxIED W\TN OR SU0.RWNOE0 Ey A3`I-ONN.IN\Cx'AAE TAE F\0.\AREA OF THE wEGIY.,.STfntO 5r Out TU Aa4 ENGINE.. (POSTS UNDER BEAMS PDO. \S 4MIYMA AT THEPATTOM OF lHE9p%. CYE\N00.\CAE FOOT\NGS MAY \O. THE 3'SO,-bGA.POLE `LE\CHT vv 9E\wKREnSEO l0\O'-\C \F BFI.M SP AM \S 0.ETYJCED TO OF THE WTEROF BUILD REGfJIRE REeA0.,SEE OE[A\ES ON Ow G. 2800-3. 447. OF ME IAWUTED iAWE. 4'9q. "-\BO POST AE\AAS M.•'l EE \HL0.EALfO TO\4+a` \F OONFERENCE OF BUILDING 0. COME\NAl\ON EO/.D4NG4 CONS\OE0.EO' BF1-M LPAN \S REtl.`LEO <O •.47. OF lHEIAPIA` 1.[EO VAWl OR 4l7. FOP.\ti-O RE`4`A\• OFFICIALS .r'F 'a• 1N'rrr. •^1ma®r �p. On MOWMET GOES ORATION DEAD,EDAO v°1YS GO'I. of SHOW WAOVERl`GA\W\M SE\LMKiORI.ONE'3. T\1lSE RE\GNZ OKRE!}ES DO HO[ArPIV [O Po6[S S\]PPO0.[\w1GC6L1•.Mf. lu aYla Pte[ �BB1/B1NL•SPET-1,Sf1MS10N 'ANO R•\,G•.b T\MES o.\.PWb RS%.SNOW \OAO N00.\20N[A\- \1_ WHEN lNE-020'02Y,.040"0..0\5•TW\N-VEE PARE\S A0.EUSE0 \N .TWO Sp AH LIR\X[ORL 1��1 ypf.y�ay Rq 1mM1 1�, r. o. •ox ,.A a[ AO0.\L.W\HD\OAO COMRMEO W\THFD7. OF SHOW EOAO A%-\NCEUO\NG "'ie OVERHANG AS\N NEFaGNttWO COWv.NL OF TAe\E 9,lHE TR\W[A[O\W\O[N L.>-.CWNT`l 5[AND.0.0 - our+[. r[..F r.r•• W \NO AGA\NST \` OF SNpN <O0. EACH \PSF SNOW EOAO . FROM T 9EE E SHA E.K E [E4E0 \N [ I•.IEE A AS PANES bPAN\N SE\EL[\NFa P ANC\ PEAK 25157 yy,1 yPw i. Ira py i- ar ma I by m0 mc. ,a I •'' /� /J -� � � / TA\CKNEGL . lN\S .ESO APPE\EL TO AEE PANEES WHEN uS\NG THE S1AV E\GN[ - APPPAVED I\ -q 1s .ao�0 a raeM arnlnry s In pn. epr q caner.. lwra •r- g-14-70 /LQ4f/N W,.�.CX4 28 032 9. 5\OFS OF STP4XTU0.E SNAEE RO[EE ENCEO LEO- - - •FOROTAE0.TW\1- 11JANEE[H\CRNEIS ANO FOq (a"FEA[�ANf.Et THE AC[UAE atAe In441oc..ILn tela.!Fa.'..m.rwiuur. _ CWF, SE69! ANE SP AH GNE ENTER \NTA EE ATO OETENMPn16PA EE[H\CV.N ESE.. - 3.4 TUSE 9".4TUBE 3'\O C.A. 3•\0 GA. 3"\O GA. ASQ..,\80" \9 Ib' 3Y 20"019'm So`• 44" 3S" 32' 20 0m SO` 48" 3S" 34' \741;" '-q" S4' 4s 39 35 23-0 2S m LO" 40 49" 3S' \l' 27� 34m S9 54' 4S' 3a' -O 3\'-O' 42im 49 Sb' J".4`NBE 3.4 TUBE 3"-\O GA. 3' \O GA- 3' \O GA. 44q.,.\ea \Sm 41e 32" \\-\ 21`0 \q m °O" 44' 3x\' 32• \0-9 2\'� 2\' m S0' 40' 3S' 310' 1 2"Tm 33 m SI' 48" 38' 3S -9 22-2 Il• 210 m 40°. 46' 4B 3S' \l 23 3e m G8 51` 4L" 38' -O 3\�-O 'Lq'm LB ,SB` I.A. '.4•NBE 3' \O GA. 3: \0 C- N. 3" IOG4.. C %Q•.A%C Dm2CO2dm2\"02tim24"�33m21'028m24'�3Cm3d0 4L' \O So' 44" -q • \O " 46 -S \4'-9• S4" 4b' 2\ -�\' b0" 4ti \l' S9 4a` -O •. 49 S9" q" 3'w UBF .4'TUEE 3"10 GA. 4'Sq...\89 3'IOGA. '4q -v\88 20 m 4b 32" 22.0 'Ip aP` 44` 35" 37 2\"0 TS m GO' 48` 24m 35'm SA 4B' 43' 3C ISO 29'Yp 40' 4B 49" 34' 2G'0 J� m S$• 5L" 44' 40" 31'0 48' S9' IL' -O' �,-p„ \O''S \0'-\ \41_9° 20'-9 \l' -O' 29'-6". 3'• lUEE 3'.4 TUBE 3' \O GA- 06q..\%W 3"IOGA. 20 4'0' IV 3]" \O 22"0 v.mllv02Gm r-0• I4 3S 3\" - \ " q SO' .49' 35" 34" -9 \-(a" 2�0 ]5` Sb' 4C' 43" 3c\ 2 2B'030'm LO' 48 S1" 3S -2• t\' 2L"m S'm S8' S4" IL 4o` -O 2B'- 3\'0 69' 61". 3x'T\9Uc j.4'lUEE 'T \O GA. 4•SQ.x.18B 3"IO GA 490.".\BB" 21m 4b 2't02Ym cA" 44' 3b` -y 22'0 G"m S0' 46 35" 34' SV 2S0agga 45" IB' -O' q'-\0• q' -G., \4'-\• \9'-l' \l' -O• 2 no. Tx 2�m 46, NEE 8x4TUEE 2302\m •-D` 44' 3'10 22'024"m S0' AN GA-4'84.,.\Bb J'10G ...\ 2':0 "m 29'033m 21'031:m 320 ti 4a LO" 40 40" SI.' 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ALLOWA6LE �EP.M SPAN, P ST S\ZE F0071tVG S\ZE (CUQE) 3.5" I 1 -1" C I 1"I I \O" C I \O° I J` 4'-G" • .. 34 -3 28- 3 -9" 15''\• \1''O" \l'- B -\O 3'x4"Tu\�a 'Min,.\«k ;AMm,\oc 3'A\um.lack i'01um.\ '1`4\i\eck *4'Tbe 3"A4m.\ec43"Alum. \ock 951\,\oa 28'-VO'1 20'_0, 3q r_Ou 120_411 1 \2'-\' Il' -5• R4' -\O" 20''0" 31_31 10'- 10'-l" 1 -8^ 21'-b• RO'-O" 32'-1, 9'-8." 9' -le^ \4'-1° 19'-L' 2o,_On 2q1-4" 3•Si'\.lea4 b'41un1ec 8'-10,1 :\-Tubo 'AW...\•ck '95\.\ock 3'Si\. \oc49'S1\\«k 3'10 Gw. x4'T0b Y556Lx 3'SS\.Leck 3"10 Ga, o. 3"\O GV,V Tsba 3'\OGa- / 151-0" ]'SSllac 3',4'7 bn 3"A1um.lx 3"$Sl.lock "4\l,leck 3`SSl.loc 3`IO Gw. 35,4'Tuba 3"4\u.n,lx 3"Stl.%a, j"411.Lock 3"S41.Loc}c S"IO Gw. 3'x1'- .. 3451.1oc 3'S1\\n<43'.0'Tuba 314"Tuba '(1 20" R7" 29" 23" 26' '.,4"Tuba �a..:i arljlool^'i'` (I,no..)a Fay.- 24' 73" 25" 2ef 3"IO Gw 29" 2tr" -3R" '2R" 22" 25" 28" 2L" 31" 21' 21" 24' R4^ 3"51'1.\nc 3"S\Ll«k j'IO Ga. 3"10 Gq. l" to Gq. ,�eG.r 3x4""Tuba "$1•L\ock i"SSL\o<k 3S11.\°ci; "41\.\oc4, 26'_q,� 2L" to 20" 20" 2]" 24' 2L" 29" 4L"_g11 Il' -10" 34'-1° n' -O• 10'-\0" IS' -L" 22'_3" \l' -\Or 20• 2o° 22" 25' 26" 30" .aa■Va1it 5'-O" 3'a 4"Tuba ; 4\vw, ,\ \ "ih•as.L 3'S\LL k jAy,n.\ock 3"51'1.\ock ".0"Tuiac '44m.Lec 3'Aluralock "Si\. 33,_5• 9'-B" 9'-5" IV_O,r \q1_5• 160_1" 2q' -R" 8'-B' 8'-L• 12' -lx 11,_5. 181_1e l'. 3"41\.lock 3•$\l.\oc4 3411.\oc ji0'Tuba '4\um.\ ]"si'I. lett "511.1eck-S"Sil.\ea neieiiaD• 'ecA[clss[e[o r� - 2q' R.1' 2j 24" 20" 29 ". 75' 74 24" '\" ]" IO Ga. V.V, Lba j"941.1ock j'Sji.lock 3"a4'Tub¢ 3"$i1.Lec 3" 10 Ga. 3"x 0`Tuba 9'$51.io<k 3"SiiLock 3' IO Gw. 3" \O Ga. 3"10 Gw. j\ " ' 3':4'Tubn 3'Stl. SNOW LOAD $eAilrurunasA� eea • rAcr[ss1D+.[ v^cr1[[+ • 14'_4.. 1,. �� \9'-9•.3\'_ ' R'L'_qu 44'_4" \2'-4" 1-O" 14'-2" -1. 21 33 23 23• 24 ' 29" 21 " 33 22" 22' 25 'I 26" 21" 3\ 41 ' 41_1,1 �_ n 2\ 24" 2l- 21" 30" ock 3'`511 e, S"10 Gq. 2\" 2\" 23' 24' 3,10 Gw. 3510 Gq. 2l" ^ '}e Ne n•s 4'-O" \L 1 , n 31'-4n lO1_1u 9'-1\" \4'-B" O'_4" 14'- 30"- -O• - 1'- \l'-9" \l1-]' 24'- 3"..477 ba sA\vm.\oc i'A\uminc4 ')^51\\ec S"wn.Lock "S11.Lock "-.'Tuba ]"41unl"t, 3'SC1.loc 'St\.� \i3"54\. " 1 " 15'_1 • Il'_9" k Lec 3"S5\Leck 3'.4'Tub¢ )'. O'Tuba 9.51\.Loc r • _ 31 r I w. Ise 3".A;' Tu 9"Sil\ack 72" 74• 28" 75' 30" 25°2`=" 2L" 32.''. 3'Sil.\eck 3"S11.\oc4 3"4\l.\oc4 9" 10 Ge. 31.4'70ba 3. 511.Lock j"Sil.loak 3" IO Sw, i'k4'Tuba 9' 10 Go. '1; \'Tuba 3" $ll le� 3"Si'I.t,_ 9' 10 G°. 3' 10 Ga. 3'10 Gw. 32" Re" \ l" 9",\'Tuba \4' O" 15' - o' 15,_2„ l{•_l".\A'-S• 30'-\ 71'-'O'4 40'-.6" \\'-F' 11'-1 13'-1" 22 -10' 3`541.\«k 3"S\l.Leck 3" 10 Go, 3"\O Ga. 30' 24 24" 71" 30" 76" 34" 2]" 2S" 24" 26 25 i1 71" 26'" 28 S2" R2• 22": , " 22' -It" 15'-l" 29-4" 9 -4" 9'-2" - 24• Rl" 2l" 3]" '•1 16' - o' 18'-\O" 14'--\° 28"-4" B'-2' B' -O' \\, -10" 14'-5" 11'-51 24'-9" l'-4" 10_21 101_611 14'-9_" IL'_2n 23\1 42\9 42\gin 9 ''9' \3'-4" 1x4'"70ba 3"AAs,n.Lect 3•Si\. Lsck S'S\,Loe4. 3"S11.Leek 9"S5'LLoek 3"\O Ga. 9". \'Tuba 3"Sil.ieck 3'51\.Leck 3•.4"Tuba 9"4{1\aek 3"10 '$1\.Lock �'k4E F 5 0 19" ".179" ,]" Gn. 3x0'Tubn SSYLIoe 9'IO Ga. 3"10 Gw. 3^10 Ga. 3; l"Tuba 3"Si\. Led13"S41.loc 9^IO Gw.3"\0G..3"\O Gw. i" 2q rr 2 R4 20 3\' Y^VTuba 3"S41\eck I- to 1w 9"to,a 3"IO Gn. 3.10 Ga, 5-1 0 l0 20 20 30 40 50 1- 14'-O" \T r_O" 28'-\O' \9'-4" il. '-9u \O'-b°\O'_c, r' \2'-.6" 2\`- 29 3 2j" 23" 4 2". 30" Sj" 72" 22" 25" 2B" 29" 3] 21'-(< 10'_lu 2l' -4u 9'-9 12 5 0.0 1 0 -17-9- IR. I I 0 3 4 0 PANEL O"". e B'-1, \2r_q• \T'_B" '(e'_1"'16,_1 -1 ,_ l'-4 11 -1" IS'-S"IL'_IOn 'Ly _2" 4'_IOu 6,_qe 10'-O' 19'-l0„ \�'_1" 16'_1\• 4' -Tube 9-i'um.l 3"Awn,. 3`9\\.\ock 9'Si\.Loc4 'S11.leck 3"•0•Tulc - `A\7m. _v 3 ;C\. Lod 3"S\ .Loc 3"S41. Lock 3"Sll.1 o0, 3" 10 Ga. 3".4 u b 4 0 'S11Boc4 ' 10 Gw.. 317'-O+ ] L,_j" (•,_2n - - - Fr.) •' O:1 R.\ 24" 32" 71 -7L 28 ]3 R9 34" 253.3"8251ck 3'k4"Tubc 3" 10 Go. 3".0'Tuba 3'S51. L"c 3"SYI,Lec 3` 10 Cn 3" 10 Ga, 3" 10 Gn. 3.44",Tubd 3"441.Lock Y- "��ba 3"10Ca 3"10 Ga,'S"10 Ga. " 3',\'Tuba 3"511.\xt j"\O Ga. 3"101—3"101 6'-4" 2'-2" - - \3'-5" \4'-O' 71'-6 \8'-4 3i'-4" 10'-1" 9'-10" 12'-B 1.20 -'2� 31 30' 34" 24• 20" 2l 30' , „ , 21'_4" 14'-l" 2l'-3+ fi4'' 0' ID' "•a r 4'-C"• �' "Ts c "Mum\« 9'4\\.Loc\ 3"S\1.Loc43'9N1.Loc .:. -Tuba 3"SSLLeck 3 -St\.\ k 3S « 14'-6" 14-1" 75'-1 l'-2 - 10-'-(e 10'-L _ 4^Tuba 3'51'1. Lock 3'10 Ge. 3w4•Tuba 3"441.Lock 3'951.\oc 3"\OGa. 3" 10 Ga. 3'\OGa. 3 4"Tu T7F -1 oc 3.4 3' OG . a 41 Lee 1 w 31 10\Ga• j O Gar ".0 79777 'L ubn 3"S \ \eck S'•> Tuba 3 �10 Ga. _-V O G. 1.e1 O \Gn. 35" 3\" 3:4 -Tuba I'1.Lec " -1"1 30 _ __ _ '. '' "' _ 24 32" 21" 2l " 2q 'q 7.3 ;. eYe..�_•4 r e♦12009 I' -o" 3l 35 \0 Ga. 0 G\a' 3^ C- 5 4n, 25" 25 " 29" 37" 32" 34" 24" 2 " ri ,_ 11 2l So' 31 " ]4 24" \5'-9" 2L' -1-".\6.'-R 34 \ 2l" 29' ' 2'-\O" 9'-1" 9'-.4" 12,_8". .o¢ .25" 30" 33" \1 It \4'-l" 25'-9" l'-10" l'-8" 11'_5' \5 '-\O \4'-1 23'-10" L'-10" G'-6 9'-11" 23" 23' 2L" n /,rT :4WCale2 :' 15" ,^ 1301 ' S \ _« S \.\ock _ Si \, Loc\ 3'.4`7.1_ 3'xv-T ba 3"S1 ,t«k 3"511.\o<4 3 \OGD, 2a' 24• \3'-q" 15 11 18'-l0° 3" \O Ge. 3" 511. Leck 3" 10 Ga '•1.0^Tuba 3"511lock 3" 511. \eco i" \O Ga. " \O Gw. 3-.10 Ga. 3'+4"Tuba j"411. Lock 3",\'Tuba ]" 10 Ga. ]" 10 G 3" 10 G 1:2 13'-3" 26 Rl ' 30" 3S' 3L " 32 • 38" R4 24 " 29 " ,: 32 " 33 " 3-I /aa co d`s \.1..2.. \'L'-7 15 '-O" 24'-\\' \1 '-3" 37'-4" 9'-2" 6'_10" 12,-8" \e, -'S" 2O'-3' 14'-1.01 25'-9" 1'-4 , L'-4" .4-5 .92-4 \S�\R \]7H.-j, �' .113'4 n° 3'$i .\oc43'S1 .Lock 3'SS\. Lec 3..4"Tubc ",C Tuba 3' S\I.Loc 3"$S L_11%, 3"\OC,q 3"\o Ge. "S41.Lock 9" 10 Ga. 3:4"Tuba 3'$SLLoc VV5V\ock 3"10 Ga, "\OG.. S"10 Ge 31x4""Tuba 3" il. Loc ]1x4"Tulin 9"\ Ga. 3"\O Go. 3`10 Ga. 2l' 3\" 2B" 34 28" 78" 3\ " 3 34 ° 36'1 5" 25 28 Ii2' - of CSM+ S 3L " 33u aq • R4" 26 30" 3S n �:�v. .�•r, \\'-b \\'-8" \4'-9° 2S'-\\" \1 -O" S1' -O^ 8'-q" ES -L' 17'-1 \l 4 19'-4" 14'-1" 24'- a`"'4TUNI-e Wum\oc S11.\oc4 3i0"Tuba ':4 Tuba 3'S \oc 3'Sil\o\ 9'l3"\O Go. 3'10 Go 3'SRlock 3"\OGqRS"26"26'1 "'"40"35' \\\'-2"3\'-'''18'13Uum\ec 9'45\\ock 3''551\ock 9'4\l ♦ek 3"\OG "4'746 " 1 __...Si "m 4i sr0ms • t Pea! typo Saa no}a (o .Leck3 Si\,Lock3 10Go. 3 1O Ge. )o Tuba 3"\OG°. 24' 24" 8' 32" 29"c j •29U' a 29"- 92" 34" 31 i1 34" -401. 14'-O" O" 30'-2" 8'-d n 1'- \0'-\o" \o' -q" \4'-9", R2'-2" \1'- 10" \\'-B' IC -2' \l '-I\" \4'-1-" 22'-9" :\-Tubo 'AW...\•ck '95\.\ock 3'Si\. \oc49'S1\\«k 3'10 Gw. x4'T0b Y556Lx 3'SS\.Leck 3"10 Ga, o. 3"\O GV,V Tsba 3'\OGa- 1W ' 24" 29" 3' Son 34 29'' PI 33" 3" " 151-0" 10'-5' 10'-5" \4'-9" 2\'-5" \\'-00 30'-2" 1'-10" _I-1- II' -3 \S'-8' \1'-4" \4'-2" 72'-011 'A4"Tu 3'A\om.L« 'SS\\oc 355\\eco 3151\.Lok 3"\O Ga. 14'7.46. "SP\. \.e< 3"4f1.\eck 3"\O G¢, 3'\OGe, 7\OGa. 9"\O Ga. (;% Pea! typo Saa no}a (o IV, I346" 3< ,�. Fo lana" span"n3 10'-\• \O' -t" 14-9" RO'-9" O" 29'-81 ..., I4'-0" ""C`Tuba 3"Sfi.\oc 151'1. 3'511,\oh 3"4i\\oc43"\OGD. �a..:i arljlool^'i'` (I,no..)a Fay.- \¢ny4h o A\tachma to Pmjac :en Ro4io 9'-10• 9'-9' 14'-4" 20'-7" \11_0, 280_9• -I4"a.c_ over\-qc, \3o to\9q 1-oo\e1?�o ar 2.'L4 .4950224 \246 \.A9 \ol\a\,T2 wr: 2.51 1414025\ !if. RoL4l \.\4\"\24 i4'4't sola. ,`'cc/' Il' -O" 3x4""Tuba "$1•L\ock i"SSL\o<k 3S11.\°ci; "41\.\oc4, 7' o• NOTE' FOR 6" FLAT PA"+EL GEE OW0.- 2010 _ TI 8'-4' 16"0024'0. 9'-4' 9'-G" N'-1" 19'-1" \1'-O" 21'-10" xea 18'-0" 3"a4'"Tub 3'SCLLock 1411. Loc i'e4'Tuba 3"SY\.Lock i"\O Ga. 'ecA[clss[e[o r� Live \ood Liv¢.r Snos \\.5 O • SNOW LOAD '- 9'-3' \9'-9.• \9'-1 \1 -O" 7l'-1• rAcr[ss1D+.[ v^cr1[[+ • 19'-01 3'a4"Tuba T! A..' k 3"SC\.\oc4 3'kP Tui,a 3"Sf1.Lock 3".\O Ga. sae +•eo 10 2 21" 3\ " 34 • 3S " is 30 a''� q,_\" 9'-O" \3'-5" \8 _711 7'-O" 24''4• 60 LOAD 201-0 3".A;' Tu 9"Sil\ack \4A' 14' - o • SPAN or OVERHANG (;% aver o.1: :r.0 4 Neo caq d. of Qren4 S or C boom. (I ,�;'N"=•_ GENERti� HOES GENERp\� NOTES CON'C\HUED I, For Trlbrtory width of edge beam see Table B. For center beams\ the +rib.+dry rAr idth i5 +he beam cpacing. q, `Paha' ih¢ .011.0" 1' .040'oc. 0\� Tw\n-Vas \s qc usnd '1 For lnlacior baamc oQ puna lha tr'.b-.;era's. .0040 the con¢\ 2. Voles• in main +able may be ebio(nad -1+h panels shown in Table A. ��..° two spec-\ stcuc�\sc¢ `^'/e ov ac F.°nyy �,n \!.¢ r�o�lvt tvuo °\ a T 5- Forora¢% wtlheut snow \eaa raquiramants, '2A paQ lava lean may ba cub ctltulad Qor 20 psQ %__\aod . co\c,rnnc oC Tab\a 8, Rha Rrib\s\wcy u;,d\\-. scar.-. T b\¢ 9 stieU Vert- load is ind i cat<d at the top of the main table and Table A. Horiz +al Ind load i, 15 psf and Uplift 1. 18.15 eacep+ +hat +or 10 psf b¢ antar¢d \n Tob\a A ws pwna\ %pen :n sa\¢c\\n9 pwna\ as Spcc.a\ ¢n9,na.xr\c� \s cao,u\c¢o wR+ara the R-046.1 o. j u+,d1R-. xA "-•. lire load +he horixon+al wind d plift o bo+h 10 pr+. Sa\smic ca\cu\o\\ons gra basad on'hCia_\O,tena3- Comb\".ari \Dads osa dao,. \eaa ttdchr\ass. TlGs o\so app\\a° to o\\ pang\s_ w!'Ian oa:n9 ltia a^teed% 41.e -nox, sc.cwn en \h¢' -n o.n Tob\a_ IaeNa pias 2S 7. snow ver tic\. ltOcreontw\\\c`6\ood\atorri.aacad uir4Fs e'.o ya oQ saa w\o>a_ 4. Por unanelosed fsky\i�lnt . Foc ottl¢Y Tw.n-Vas pone\ ltivc..c.asSes ond.Qoc Ypea +fie length of aHochmen+ shun be equal +o or 9,..+., than +he proJec+ion, eacep+ the length e+ .Hach meat may. (x" p\o \a \!\a w \tea,\ a\s MAHk WFs¢r¢ RF\¢ tr\wlwry w:d\l� ands sn _S Ct," va\v ns cn saa. M IKs than +he proJectlen if poe+s pest spatia and foo+ln s shown o des 260'5-Z or< sad for +he su port of beams and pot`¢ Po'n Po"'\ c'°'c'ba ¢"-`4 ¢rad "� '1002 's used for +tle fe Ia. For send .sad typa%sad Tab\aE Ciat i'<gd.\ahy!!\oQ bitbc49man\to pcoj¢ct "on rat\o _ E louvre m°+arlol {or IO Paf type. Tob\¢ A to aai¢r ¢ po.-,n\\ti:c\..-c¢ss. gab\as m aintef Po\o,iaa. is Hmited +o nc �d open sh �rcen er readily ,-*,able tronsparan+ a a/or +".nal .cant plaar.c nef mor< than .h2�Irdxs-+hick, o00wnyad as pamisttad in \.. 44 - :c!dr'<' oC.UBC \n \.1a.Cour ly \in carp- acaas P�sk\a- Tr+.Ic kuC-r .3HAcr_ BE c-'M17Eo To . zor, N_7 MHXi r+i\1M. Fer uw\\ oitact.mac,i dat a4\a saa 2800-3. b- Foc aper" ty sac use \wo pan.\ \ap eccausc 4or _ 3ts¢ea_ a\ruhoras meg baandecad te'c tva'\g�t'eQ 6h(: uihb.nny appribvaa we\\ cga'<d m: '. otl;ac`nmant \¢n 4�. Ro pco ¢c}\on cedes oQ 1. A.-COUNZ`( S[P.Nab"ii0 P\A1.1 25753 Pppr.O"�O '\\-9--I 9 <- 5_ Mln, c\opa eq pons\s \%s\vewn\nT b\a A- 1l.is is a siructcsm\req lcamanl Na rasiat pondlnq: 1M+..c.am ceoa lc sac C4. _ 1.00 oc \oc e" and wo\\$Qas�¢nnrr Tai\¢ f --------- -- ---222�P - - - -- - - - - 6 The %iron <a+ s +he 4• 'Sy'\. and i+ be su ba+i+u+ed for a\\ 9 Ssac SEE 1tESEARCH FLEPo 0.T OF THS 1NTE-ii NAT.I Or•lA_• GCµFc0.Ep-iGE ��>;,� q Past i Sq- pasts shoum- The l's'. \O ye.-. rrnay be nub siituied for the on 2800-,, OF bUILDING OFFICIALS `Wn•P� 3",. 4° o\vm- pock 'ec ttv¢ -j"sq- \a 4saa"n F.o a+s- TF.a S^x 4•ITvba r..oy ba sub st \tuiad 'r'er +\.a a"aq. \oc\c sao,m post%- S - 7. Whara parva\ \s wpp \id 46.,.46 m5 \\a Qcen4 Qwac:w ba,rcmas oP\lona\ Dna may bn om�tad I1. �L4474205 ��As�as/ -C 5. El AM/Et G,� 8. For 4001 \ngs wcrounclad It's a 31{' %\ab the L'O\\ craw oQ itca coot' sen Twb\a IC). For }'ooi\n9 ..clot bo\is b¢Q Tab\e on 2800- 4. G � /A�VELI�JO�^s Ek/ P oe[n Q TALE C Pea! typo Saa no}a (o ATTACHMENT LENGTH TABLE E ENCLOSED TYPES Average o"ar\\ Fo lana" span"n3 \O pcQ' L.� 20 psS t_L. 20 to 40 psc saa,., \eaa \Ra12ln1 oQ a! v4s.\\ M1n.14umbnc oQ \O S -M. Scrawc R¢ `d- -\n as ti pan \ Lwp @ ¢qc\1 'Intar\or baarts. or Ex\s\:n 2 a (I,no..)a Fay.- \¢ny4h o A\tachma to Pmjac :en Ro4io Es -I4"a.c_ over\-qc, \3o to\9q 1-oo\e1?�o ar 2.'L4 .4950224 \246 \.A9 \ol\a\,T2 wr: 2.51 1414025\ !if. RoL4l \.\4\"\24 evNraea .,. sad. lac r wis, nosw -1--SLI-16-C-91. maml PANEL 5LOPE(5) \.qq \30 Ro\Aq \-m to\300 o.ar 224 \A9 \0224 \3\ \e \AS 3\ Mln- ovnr 2A\ 41 Ra 7c\ .434e\-41 \:43 Mln- 7' o• NOTE' FOR 6" FLAT PA"+EL GEE OW0.- 2010 _ Extra Pan \ Ln Straws 8'-4' 16"0024'0. O \T 2 O \ 2 3 O \ 2 3 aver o.1: :r.0 4 Neo caq d. of Qren4 S or C boom. (I ,�;'N"=•_ GENERti� HOES GENERp\� NOTES CON'C\HUED I, For Trlbrtory width of edge beam see Table B. For center beams\ the +rib.+dry rAr idth i5 +he beam cpacing. q, `Paha' ih¢ .011.0" 1' .040'oc. 0\� Tw\n-Vas \s qc usnd '1 For lnlacior baamc oQ puna lha tr'.b-.;era's. .0040 the con¢\ 2. Voles• in main +able may be ebio(nad -1+h panels shown in Table A. ��..° two spec-\ stcuc�\sc¢ `^'/e ov ac F.°nyy �,n \!.¢ r�o�lvt tvuo °\ a T 5- Forora¢% wtlheut snow \eaa raquiramants, '2A paQ lava lean may ba cub ctltulad Qor 20 psQ %__\aod . co\c,rnnc oC Tab\a 8, Rha Rrib\s\wcy u;,d\\-. scar.-. T b\¢ 9 stieU Vert- load is ind i cat<d at the top of the main table and Table A. Horiz +al Ind load i, 15 psf and Uplift 1. 18.15 eacep+ +hat +or 10 psf b¢ antar¢d \n Tob\a A ws pwna\ %pen :n sa\¢c\\n9 pwna\ as Spcc.a\ ¢n9,na.xr\c� \s cao,u\c¢o wR+ara the R-046.1 o. j u+,d1R-. xA "-•. lire load +he horixon+al wind d plift o bo+h 10 pr+. Sa\smic ca\cu\o\\ons gra basad on'hCia_\O,tena3- Comb\".ari \Dads osa dao,. \eaa ttdchr\ass. TlGs o\so app\\a° to o\\ pang\s_ w!'Ian oa:n9 ltia a^teed% 41.e -nox, sc.cwn en \h¢' -n o.n Tob\a_ IaeNa pias 2S 7. snow ver tic\. ltOcreontw\\\c`6\ood\atorri.aacad uir4Fs e'.o ya oQ saa w\o>a_ 4. Por unanelosed fsky\i�lnt . Foc ottl¢Y Tw.n-Vas pone\ ltivc..c.asSes ond.Qoc Ypea +fie length of aHochmen+ shun be equal +o or 9,..+., than +he proJec+ion, eacep+ the length e+ .Hach meat may. (x" p\o \a \!\a w \tea,\ a\s MAHk WFs¢r¢ RF\¢ tr\wlwry w:d\l� ands sn _S Ct," va\v ns cn saa. M IKs than +he proJectlen if poe+s pest spatia and foo+ln s shown o des 260'5-Z or< sad for +he su port of beams and pot`¢ Po'n Po"'\ c'°'c'ba ¢"-`4 ¢rad "� '1002 's used for +tle fe Ia. For send .sad typa%sad Tab\aE Ciat i'<gd.\ahy!!\oQ bitbc49man\to pcoj¢ct "on rat\o _ E louvre m°+arlol {or IO Paf type. Tob\¢ A to aai¢r ¢ po.-,n\\ti:c\..-c¢ss. gab\as m aintef Po\o,iaa. is Hmited +o nc �d open sh �rcen er readily ,-*,able tronsparan+ a a/or +".nal .cant plaar.c nef mor< than .h2�Irdxs-+hick, o00wnyad as pamisttad in \.. 44 - :c!dr'<' oC.UBC \n \.1a.Cour ly \in carp- acaas P�sk\a- Tr+.Ic kuC-r .3HAcr_ BE c-'M17Eo To . zor, N_7 MHXi r+i\1M. Fer uw\\ oitact.mac,i dat a4\a saa 2800-3. b- Foc aper" ty sac use \wo pan.\ \ap eccausc 4or _ 3ts¢ea_ a\ruhoras meg baandecad te'c tva'\g�t'eQ 6h(: uihb.nny appribvaa we\\ cga'<d m: '. otl;ac`nmant \¢n 4�. Ro pco ¢c}\on cedes oQ 1. A.-COUNZ`( S[P.Nab"ii0 P\A1.1 25753 Pppr.O"�O '\\-9--I 9 <- 5_ Mln, c\opa eq pons\s \%s\vewn\nT b\a A- 1l.is is a siructcsm\req lcamanl Na rasiat pondlnq: 1M+..c.am ceoa lc sac C4. _ 1.00 oc \oc e" and wo\\$Qas�¢nnrr Tai\¢ f --------- -- ---222�P - - - -- - - - - 6 The %iron <a+ s +he 4• 'Sy'\. and i+ be su ba+i+u+ed for a\\ 9 Ssac SEE 1tESEARCH FLEPo 0.T OF THS 1NTE-ii NAT.I Or•lA_• GCµFc0.Ep-iGE ��>;,� q Past i Sq- pasts shoum- The l's'. \O ye.-. rrnay be nub siituied for the on 2800-,, OF bUILDING OFFICIALS `Wn•P� 3",. 4° o\vm- pock 'ec ttv¢ -j"sq- \a 4saa"n F.o a+s- TF.a S^x 4•ITvba r..oy ba sub st \tuiad 'r'er +\.a a"aq. \oc\c sao,m post%- S - 7. Whara parva\ \s wpp \id 46.,.46 m5 \\a Qcen4 Qwac:w ba,rcmas oP\lona\ Dna may bn om�tad I1. �L4474205 ��As�as/ -C 5. El AM/Et G,� 8. For 4001 \ngs wcrounclad It's a 31{' %\ab the L'O\\ craw oQ itca coot' sen Twb\a IC). For }'ooi\n9 ..clot bo\is b¢Q Tab\e on 2800- 4. G � /A�VELI�JO�^s Ek/ P oe[n Q TALE C Pea! typo Saa no}a (o Banm T a -\1a: y4vt; 1/Iax. "' IA TABLE A 3"Sq. \ockanom5laa\ 14'-9" \\ -1 d am) w' AYda. ,Ivey A kam GGI"rou, Ca•DMga, petrid W Gbmbh, - o• s'L.5 3.5 TWIN -VEE PANEL, PLAIN and with SY,' L\GE\7 HOWMET CORPORATION' evNraea .,. sad. lac r wis, nosw -1--SLI-16-C-91. maml PANEL 5LOPE(5) QUAD/N¢ i'bMlj FC *Y� 'Lr 7' o• NOTE' FOR 6" FLAT PA"+EL GEE OW0.- 2010 _ q.o o• Ratio Live \ood Liv¢.r Snos \\.5 O • SNOW LOAD 10.0 \2.q Moa. slop.: l"per feat Panel Sl4y\igi\� 10 20 30 40 11 50 1 60 LOAD Thikr0esa io pons\ \4A' 14' - o • SPAN or OVERHANG 15' - o' - LIVE -. SNOW Typ°- 16' - o' 5 O 5 O 5 0 5 O 5 O 5-1 0 l0 20 20 30 40 50 60 2z.5 90 __0 5 0.0 1 0 -17-9- IR. I I 0 3 4 0 PANEL r SPAN OVERHANG 02'-10+ ALLOWABLE SEE NOTEq & It. RE O'D. MIN. SLOP IN. Fr.) •' O:1 140_]" 4'-5" IOI-\1" 3'-5" 8' 1" 6'-4" 2'-2" 5'- 1" 1 '-5" 4-4."1 1 1_011 fi4'' 0' 1 ,0 14-5 15.5 IG.o R5'- o' .020 Alum. 1:1 \71_300 3-10• 6'-4" 2'-911 5'-1" I' -B• 41-311 I' -o" 3'-5" I'-0" 2'-\O" 1'-0.1 I/411951g �1211211ti 3/9 Tuisn-Vas 1:2 13'-3" 48'-4" 3'-0" .027 " 0'1 11 '-at.. `3'_100 IO' -9" 3 '-4 ' '" 9 -4 2 Alum. 1:1 13'-0l" 4'-4 _10'-•t'' 3'-4" 8'-10" 2'-q• 7'-\" 2 '-9 �� q' -Br 1'-n' r -q" I I '-5' l4 I /4 3 14 5 la 5 le 1 /i 1 u;xnvaa 1 :2 14'-601 I'_g i1 4' -at" I'_2, .040" 0:I \B' -p" S' -l' 140_31" 4'_51 121_(.10 j'-\\• nr_rz 10 3r_Gr1 to, o. 3'-1• 9'-I" 2'-I0' Alum. 1:1 IS' -"t" 4,_111, '-b" 3'-\\" 12 l0'-4' 3'-3" 9'-I'I 2' -Id' Br_2• 2,-1' 7 '-4u 2,_4 . 114114314 14314 //� B �./ 7B 2'-1' O:I Ib0_4u 5'-\• Il '-9" 30_8" 6'-10" 2'-9" 6'-e" 20_1„ 1r-4' 11-8' 41_6„ I'-4' .o15^ s+ .1 I:I _130'5• 4'-I' 80_9 2'-B" 9'-11' 1 '_1o" 40-6° 1 0-4" 3'-7' 1'-11' 31_0" 0'_11' 114 1 , 14 8 1141141/9 usvnNae 1:2 14'-1" 4"-6' 10'-46'' 3'-311 7'-1" 2'-2p 50-4" 1'-8" 4'-4' I'-4' 3'-7" 1'-1" .024" O:1 2o' -O' 11 140_6• 4'-1" 12' 111 3'-9° IO' -1' 3'-4" 9_4• 3'-O" 8''Sr 2r_c\" Steel les\ I:I 16'-7"S7_I `3 '-9" 9'-111 " 81_7" 9" 2'-5" 7'-I• 2'-2. 14 14 I 12; 3 Its 08114 \1- I:2 18'-2" 50-8" 19'-3" 4'-1" lo' -%V, 30-5' 9'-4" S' -O80-4• 2- WE 7'-9' 2'-500 O1q A\um.t,77 O \ 1 - O 9' 3`-2" 1'-5" 2`-4" b` -O " \`-\\' 4'-(A" 1'_6,1 3'-1' \`_[.• 3`-O• ` \-q' IlA^ 11Q 3/.,.31® \1 114114 ]-\o' a\ -\o 2'-9 1`-•4` 2-6, (0• 2`-O"• q,_L, \`-\On F\wt \=4 S' ill 2`-b" (0'-2" 1'-11' 4`-1'2'-'S" \`-\' 1411411.-H '31wg 116 -b"00,_00• 3`-6" 8-1" 2`-b" 1`-6` 2 S" 1`-O' 2'-2" \ \= U`-\!' -0" 6`-1" 2'-6' 1`-�" 2- L`-4" 21_0• S` -q" \`-\d -\O" 1 - 316 W 3 ,5 )4 Ig \ I{ Ili 1 1i w�na Up\:Qi to tB.IS 0814 \8 lS 1615 06.15 10 \b 1S aver o.1: :r.0 4 Neo caq d. of Qren4 S or C boom. (I ,�;'N"=•_ GENERti� HOES GENERp\� NOTES CON'C\HUED I, For Trlbrtory width of edge beam see Table B. For center beams\ the +rib.+dry rAr idth i5 +he beam cpacing. q, `Paha' ih¢ .011.0" 1' .040'oc. 0\� Tw\n-Vas \s qc usnd '1 For lnlacior baamc oQ puna lha tr'.b-.;era's. .0040 the con¢\ 2. Voles• in main +able may be ebio(nad -1+h panels shown in Table A. ��..° two spec-\ stcuc�\sc¢ `^'/e ov ac F.°nyy �,n \!.¢ r�o�lvt tvuo °\ a T 5- Forora¢% wtlheut snow \eaa raquiramants, '2A paQ lava lean may ba cub ctltulad Qor 20 psQ %__\aod . co\c,rnnc oC Tab\a 8, Rha Rrib\s\wcy u;,d\\-. scar.-. T b\¢ 9 stieU Vert- load is ind i cat<d at the top of the main table and Table A. Horiz +al Ind load i, 15 psf and Uplift 1. 18.15 eacep+ +hat +or 10 psf b¢ antar¢d \n Tob\a A ws pwna\ %pen :n sa\¢c\\n9 pwna\ as Spcc.a\ ¢n9,na.xr\c� \s cao,u\c¢o wR+ara the R-046.1 o. j u+,d1R-. xA "-•. lire load +he horixon+al wind d plift o bo+h 10 pr+. Sa\smic ca\cu\o\\ons gra basad on'hCia_\O,tena3- Comb\".ari \Dads osa dao,. \eaa ttdchr\ass. TlGs o\so app\\a° to o\\ pang\s_ w!'Ian oa:n9 ltia a^teed% 41.e -nox, sc.cwn en \h¢' -n o.n Tob\a_ IaeNa pias 2S 7. snow ver tic\. ltOcreontw\\\c`6\ood\atorri.aacad uir4Fs e'.o ya oQ saa w\o>a_ 4. Por unanelosed fsky\i�lnt . Foc ottl¢Y Tw.n-Vas pone\ ltivc..c.asSes ond.Qoc Ypea +fie length of aHochmen+ shun be equal +o or 9,..+., than +he proJec+ion, eacep+ the length e+ .Hach meat may. (x" p\o \a \!\a w \tea,\ a\s MAHk WFs¢r¢ RF\¢ tr\wlwry w:d\l� ands sn _S Ct," va\v ns cn saa. M IKs than +he proJectlen if poe+s pest spatia and foo+ln s shown o des 260'5-Z or< sad for +he su port of beams and pot`¢ Po'n Po"'\ c'°'c'ba ¢"-`4 ¢rad "� '1002 's used for +tle fe Ia. For send .sad typa%sad Tab\aE Ciat i'<gd.\ahy!!\oQ bitbc49man\to pcoj¢ct "on rat\o _ E louvre m°+arlol {or IO Paf type. Tob\¢ A to aai¢r ¢ po.-,n\\ti:c\..-c¢ss. gab\as m aintef Po\o,iaa. is Hmited +o nc �d open sh �rcen er readily ,-*,able tronsparan+ a a/or +".nal .cant plaar.c nef mor< than .h2�Irdxs-+hick, o00wnyad as pamisttad in \.. 44 - :c!dr'<' oC.UBC \n \.1a.Cour ly \in carp- acaas P�sk\a- Tr+.Ic kuC-r .3HAcr_ BE c-'M17Eo To . zor, N_7 MHXi r+i\1M. Fer uw\\ oitact.mac,i dat a4\a saa 2800-3. b- Foc aper" ty sac use \wo pan.\ \ap eccausc 4or _ 3ts¢ea_ a\ruhoras meg baandecad te'c tva'\g�t'eQ 6h(: uihb.nny appribvaa we\\ cga'<d m: '. otl;ac`nmant \¢n 4�. Ro pco ¢c}\on cedes oQ 1. A.-COUNZ`( S[P.Nab"ii0 P\A1.1 25753 Pppr.O"�O '\\-9--I 9 <- 5_ Mln, c\opa eq pons\s \%s\vewn\nT b\a A- 1l.is is a siructcsm\req lcamanl Na rasiat pondlnq: 1M+..c.am ceoa lc sac C4. _ 1.00 oc \oc e" and wo\\$Qas�¢nnrr Tai\¢ f --------- -- ---222�P - - - -- - - - - 6 The %iron <a+ s +he 4• 'Sy'\. and i+ be su ba+i+u+ed for a\\ 9 Ssac SEE 1tESEARCH FLEPo 0.T OF THS 1NTE-ii NAT.I Or•lA_• GCµFc0.Ep-iGE ��>;,� q Past i Sq- pasts shoum- The l's'. \O ye.-. rrnay be nub siituied for the on 2800-,, OF bUILDING OFFICIALS `Wn•P� 3",. 4° o\vm- pock 'ec ttv¢ -j"sq- \a 4saa"n F.o a+s- TF.a S^x 4•ITvba r..oy ba sub st \tuiad 'r'er +\.a a"aq. \oc\c sao,m post%- S - 7. Whara parva\ \s wpp \id 46.,.46 m5 \\a Qcen4 Qwac:w ba,rcmas oP\lona\ Dna may bn om�tad I1. �L4474205 ��As�as/ -C 5. El AM/Et G,� 8. For 4001 \ngs wcrounclad It's a 31{' %\ab the L'O\\ craw oQ itca coot' sen Twb\a IC). For }'ooi\n9 ..clot bo\is b¢Q Tab\e on 2800- 4. G � /A�VELI�JO�^s Ek/ P oe[n Q TALE C Pea! typo Saa no}a (o Banm T a -\1a: y4vt; 1/Iax. "' IA - 3"Sq. \ockanom5laa\ 14'-9" \\ -1 d am) w' AYda. ,Ivey A kam GGI"rou, Ca•DMga, petrid W Gbmbh, - o• s'L.5 3.5 6 Ea nai.n TA LE 6- 13' IA 4ne1 TRIbUTAPy . WIDTH 4e< y,, � �P+n•I� 'Ovarh/Y1e SINGLE REAM ATTAG HED UNITS SVnll ar naxl bum O0.e E EDGE BEAMS OF MULTIPLE SPAN$h PROJECTION PANEL OVEP-HANC1 til. .room w�u cr o Lo 6.0 3.0 4,0 5.0 de2 d beam TFQ5. MOTH TO BE USED IN MAIN 7A5LE FOA S\N6\E CENTEA 6E4M ® S+w M\O sfgal, , - Footlnq c\za(Wb� Footing net mqd_ 'R" yZ \4' Ib" \8" lq I 2\" 22 23" 25" RC 2T 29 29'' 3d' 37 33" 34;BS" SG' 3T' 38 3q 4d' gat!\ blob pa -c nota 8 Ca.c,aci pas\ to s e d am) w' AYda. ,Ivey A kam GGI"rou, Ca•DMga, petrid W Gbmbh, - o• s'L.5 3.5 q.o G.S HOWMET CORPORATION' evNraea .,. sad. lac r wis, nosw -1--SLI-16-C-91. maml ' ..� QUAD/N¢ i'bMlj FC *Y� 'Lr 7' o• 3.S' 4.0 5.0 11.o q.o o• 4.5 5.o G.0 7.0 CI _0 \\.5 O • 5.0 5.5 G.5 7.5 10.0 \2.q o' S.5 G -o 7.0 7. S, \\.O \4-0 G,5 7.5 8,0 -),o O• 61.5 7.08.0 6.5 0.6 \3.0. \4A' 14' - o • 7.0 7. 5, 6.5 O�, o leo 15' - o' 7,5 6.0 '7.0 P.5 Io.S 16' - o' 6.0 g.5 N,5 10,0 II.O IR.o \lv.o 2o.0 IT - o' 6.5 0).0 10.0 10.5 11.5 IO2.0 \l.0 21.9 1$' - o• --o °J.o e1.5 1o.,, 11.0 11.5 In.S \6-O 2z.5 90 __0 5 0.0 1 0 -17-9- IR. I I 0 3 4 0 \".-o 24.0 0!0' lo.o lo. �. 11.5 IR.o I/t.5 19.5 14 -2q.0- S /LI'- o• Io.S Il.o Ifl.o in.S 13.0 14.0 15.0 0?n - o • 11 .5 1/1.5 13.0 13.5 14.5 R3' - o' 13.o 13.9 14.0 15.0 15.5 fi4'' 0' 1 ,0 14-5 15.5 IG.o R5'- o' 15.0 IG,O 1(, SI ��� _ 0• 14••5 17.0 TAQLE D Foot.. ciu shosAsn m rt\cm tab\as . \7 13' IA I.1" 'Y2' 23 24 25' 24d 2T 28" 29" 30' 3\" 32" 33 34; 35" 3C 3l' 39' 39" 40 4\' - Footlnq c\za(Wb� Footing net mqd_ 'R" yZ \4' Ib" \8" lq I 2\" 22 23" 25" RC 2T 29 29'' 3d' 37 33" 34;BS" SG' 3T' 38 3q 4d' gat!\ blob pa -c nota 8 Ca.c,aci pas\ to s e F .IMY UBEG /-V GGEE GLr 7/464 3'tlfW/ LO />3F TN U 6C.RK CCa.e G.6 GN THE .QCQ' ' TABLE F 3x6 Alw& K'IT'n LO a0 Ri 0 50 40 7}/K a rbc Pyc /:4sc �c plc ATTACHED BEAM TYPE REGISTERED STRUCTURAL ENGINEER d am) w' AYda. ,Ivey A kam GGI"rou, Ca•DMga, petrid W Gbmbh, Fbrge. Wn�, Illae'a, letlae• Y•va, Ya74+tl. Masvdvulq YrAa•a Ye. x[. w.oe„e n[e lo-ro, n.. Yoir., nnr rat om, HOWMET CORPORATION' !� UBC TABLES ROBERT W. HAUSSLER ATTACHED BEAM TYPE REGISTERED STRUCTURAL ENGINEER d am) w' AYda. ,Ivey A kam GGI"rou, Ca•DMga, petrid W Gbmbh, Fbrge. Wn�, Illae'a, letlae• Y•va, Ya74+tl. Masvdvulq YrAa•a Ye. x[. w.oe„e n[e lo-ro, n.. Yoir., nnr rat om, HOWMET CORPORATION' evNraea .,. sad. lac r wis, nosw -1--SLI-16-C-91. maml ' ..� QUAD/N¢ i'bMlj FC *Y� 'Lr M%211Z. Te"As 11 1H- This plan sheet Is the property of the a Slreer end meY rest be o�w -/- e: +4ue4ae :a1 _ Inn IN'' title black Plen Pi sn3 yea ,net, re�waia pam ryrr,� 3 /LO'Cie1/I W. G8�3 • /94 0=4 31 3 1 _ - I h. '•IIJ% Y 'jj �L .1f1 YFi'.��11'+� :. 1211 TWIN VEE PANEL -TYPE. 1 UNITS" USING- "6" .EXTRUDED, 6%211 R. F 8S 4.7" EXTRUDED .,FASCIA, Pro' tion Aurnu;;i „ommet 3"-4' alum. post .''� jri.w f : t' (onenf either way), or ^\ ia� For height Sea Howmet 3"sy. Tock Saam or ~ FoSc table heading. 1 aai log.. steel pas+- See toble •t ( S' he d'n UNITS USING 6't EXTRUDED SCIA ENI:T:S::U 6%211 ROLLFORMED r 43/4" E UDED FASCIA. 3� s /• Twin - POST TYPE P037 7YGE TABLE !� Twin 3' S Lockuom steel Post 8'-O'1i h 3'•a' Alam. Fos1 9'-O'hi 3" 10 Go. Post 10'-O'h: h ® 3'5 . Locksrem Posf 5'-0'hi h 3`. a" Alun. Post 9'-0"hi h 3' IO r�u. Post Ip'-0'hl h _ 4. G" Alum. Vee Fo ¢ Foo\t.. � /r`\ TW\\J-VEE PAK1E� Pana\ S 3 _Alum. Foo l., Z a Foo Zy .no r- M R11e1 Pos+ Sq.xO ap h,n i)w.AOap\ Posf q-n0¢pih ,aA ap\\c 'Pact noap4h \x On h \._./ \..� PLA\1J and \,.i.ltiL\GV"� Sq.xOap \, ,. DapF Post Sy.x ap O\c:x P Post Sy.xoaP hn O\o:xOaofh ") /a3sL�ut.` a Thkk. Spore "lo S\ab "'lo 8\467 5poce 1, e\ob' "'les Space wlo L\oS wle c\ob, Load a Sparc '«lo a\ob, "'la slab Svoce Jo a\ob "'b s\ob 5 ace /o e\ob, a►:. r. oa as \ " 4 Coe N%a\b oa a h ieb (na �iLabl Ra\ o �, a a sno `cod vs�' Awa sow mirk. oa \ 'a ab) ep+h oap\ea1&1 na h hab P oih-/>we) dh /Lab) " " " Pana\ S0. \ hf Fasdo \O `t20 30 O 40 (a0 \O 40 20 O 40 40 60 , LIVE LOAD 10 PSF, HORIZ. WIND 10 PSF, UPLIFT 10 PSF �h'�k. T..i�Vaa �yPa LIVE LOAD 10 PSF, RIZ: WIND 10 PSF, UPLIFT 10 PSF ' \Z :• / a\ S on, , A\\owab\a Ra 'd min. s10 a mlft. f+cq[ll a/ 4'- 0" .020 2Z' -b" \4"A4 ' (32 \2x5\, (31 23'-5 \5'x46;(94) 12°z 8'(40 'Ll -4' 15'• 4W"('34) v0x58, 4\` R v. or QS '-9` \O'-\ - a'- 0" .bzo 18'- q' \3".42;(3\") 12. o,C3R IB' -q' 14"x44;(37) 12 z54 32r 18'- 14".44; 32" \2"x547 S6 54- 0" .020 20'-\I" \ "n44',C3'Y \2 xaA" 31" 2\'-\ Gx W,C3"4 \2'k b, 40" 2\'- 1 „ 1Sx 6", 4" \'7"n4b ;\4o O"\ \4'-3" 10`-\\" 5'- 0., .020" 16'-lO' \3"x 2",C30` \ x4o" S5" 161-10" 13"x4 i(3"t \2"%52 31` 16'-10" \3`x 3S \2 A475e,' - ..020" x'r. oI Y'O b' -o 4` 1 1 3 0" .010 \9'- 14"x44, 32� \'�it42', 3b" \a\'- ' \ x (.', 34 \2"x b, 40 \q'-4 " \A x 4" \2"n4e°(40 pp,m, 114" Il4" yB 12 I2 12 18 6'- o" .020 " \5'- I. 13"x4'1" 30 "x50, 34" 1 4" \3"x44" \2"x527 al" \3"x ; 31 \2 •x42" 3l" �y - i \ : \ .F. oc E.Yc \2'-3" 6'-\O 1'-S 6'-O 4'- 3'- .0 ( S'- ,C�2') ) IS' -S r( 7'- 0" .020 T' V\" \4'a 4(32') \3'x52,(3W° 17'-\\" 1.x46;(33") \3A 4 e&' 17'-1\" \4"x 6'(94 \3"x56;(39 7'- o" .ozo' 14'- 9' \2">;42;( \2"x48; 311") \4'-S" \4'x 2,(3\")14•-9" \3"x44"(32 M1'x42, 31° 0.S.or. Ex\'r. \3'-3" 9'-9 'l` -O 6'-O Q`- 3`- _ B' - p" ,020" l0'-10" \4'n4 , 2" \4"ARO;(3G' 16'-\0' IQ"x6,(33• \34 ,36 16'-10" \ x lc,(34")\3"x54)(99 \ e'-0" .OZO" 13'-75" 12"x42' ")\3 `x4Bi(Dh" i3' -G' 14"x 42'i 3\" \2'x52)('51') 13' S" \3"x 4;(32 \2'n S1, 31• R.e. ar 4'/a cafe 14'-d" 7-U' \o'- '-O 6'- 4`- 9'- 0" ,020 " 15'-\I" \4 a44*T) \4"ASO%% IS'-\\" \ x4(4733•. \4'% 4 3\• IS'-\\" 14"x46",(34•) \4"x O"\ )'- 0" .020' 12'-0' \3"x4 (3 \3"x48, 31 12'-8" \ "x 2' 3\" \3 Go" 3(n 12'-B" \3". 4" 32 e"Exi'c R' ot, \i' 6" \o` -o p' 6' O' 4`-O` 1 1 `3 1 1 C ) A ,( l h Com,. Q'WxttJ• l0'- 0" .OZO " IRS I " \4"x4 '(32' \4"n`A•(3G` "ria= \ 14'n 6i 33") \5'x 31' l4'- 1 • \4"x 6" 4" 14"AR2;(31" A\um. \:\ R_F. or 1- 1. \9`-q' \O' -q B`-\ G` S'- I4 I4 I4 �8 �8 I2 12 ` lo'- 0" .OZO " 12'- O' \3" ; 3tl') \ n4b; SS \2'-O" \ "x42`3(9\" \9"%50, 3fY 12'-0" II' -O" .020" 14'-4 \ "x44.07 \IO'x S' 14'-'\" 1'n W1CW \S%S 3(31') 14'-R" \"x (o, 4' \S"x52 \=2 R.F-o�Exf c. \4'-S" \\`-l' q` -O" 6' S'- Q'- 11'-0" •020" II'- \ 2,(30' \ •x 4/o a9 II' -ria \'n •, ty 12'- 0" .020 " 13'-10" \5"x44;(3\' \W A 63(34) 13'-\O" \ " ;C33") IS•x 52 31' 13'-10" \4"A463(30 \4° , 31' R.i. or VW EAfT. \6`-O' 14'-3' FL' -d' q'- 1`-O" 6`-O" - 12'- o' ".020' 11' y0 •.. "x42", 2q" \G`x Obi 3'i \\'-O' \4'A 423 3l" 14'x48,(35 11 •-p" 13•x44", 32 Wx.'0,(35' `"`0!•.... ^O x O--\ _ l3'- 0 ". 020 • l0'- (o \4". 2' 29• \S"x b, j'L" IO,_ (n• \ „x 2• I` \S"n 48, a4 IO'- lc' \S". ; e2• \5 x B R• 13'-0" .020' 13'-3" 15"x 4'3\' 1W'A 483 \3'-3. 15446;(35 \6 SO' - \3'-3' \4"x4W'C3" x42,31 (A'Ex\'c. \6`-O" \�{`-3" \2`-O' \O'- O" (n -O" 1 .5 •) C ) ,.040" 6 I4 11 3 5I • mtle la'- 011 .020" 12'-8" F"x44"(3c' 16'x 4Fs']4" 12'-\O" 19'xk 3V\6`X"'0736 12'-l0• IR" ..� \b 52; 31 A\om. Exi'c. \q` -q' \2'-f,; \O`-6' 6`- (n` -O' G' -U' 4 eI4 IQ 4 8 8 Ia'-o" .020' 10'- \ `, 2;(fix \5`x46,(32 10'-2' \4"x44} 3\' l5 x48, l0'-2" 14•xwk-) (3T \R x487 r tus<u xa;,. I5,_ p„ .oz7 1'1.•_ 1" C 2' 1 x46; C3\ Uo `xri2; 3Y 1 I 16x42; \1'x46 33• 12'-5' IS'x 6; 33" \W".A"^A (3U' IZ IS'- O• .027 9 10 \4"x40;(29` 15'n4Wi 2" 9'-\O' \,x44•(31" IS"x46, 3 9' -co" \ °x 4",C37- 1 \ :2EAV r. \W' -B". \3-3" \\`-O" B -O W` -O" 4'-0" ` 16'-O" .040 II' -l` Ib"A42iC�' \1'x 483(33')V'L'-O" 1(3446'(3'1)\l"x40'35' 12'-0' 1(."x46",C35)\le"%GZi(Sl` R.F. or 47"Exact. 1(.'-2 \1`-9` 9'-B -'l`-O S`_p 416 16'-0^ .040' -/n" IR"t40)(29" \6"n 46i(3'i_' 9'-G" \4'x44;(3\• 15"x40,(34" 9'-co'14"x44;('2')\ti"x48�(3G' . 17•-0" .C40.. II' -2' Ib`A 23Y3O•)\1 4W'33') 11 -e5' 16'x ' 32 \1'x'A, 36" n' -B" 1W'x 6'7(35 \1 `x SO,W U-\ Ijc_gn 17'-O' .04 q'-3^ \R"x O; Wax ,3`Y 9'-3' \Rax 42; 3\' Ib"x48,(34' q'-3" \ `k 43(32) Ib'x 4W, ^ Is' `IA 3I"'19`11"'14'1 Qx c.x,to •r„ IB' -o" ,040" lo' -q" 16X42 \6a4W'(3j n'-4' 1VxlC C32') \1 A4o>(51:' n'-4' \6°x44',C3� \1"xt-A'3I: 3taa\ \=\ R.F-oc Exi'c \3'-G` 9`-8° 1`-1\ (c` -O 4'-o j` -O 1 IB' -O• 9'-0• \q"x (2q' 1h'x 3•C q' -o" \5'x42 �C'..\" Ib^%8,(34' °s` 0 9,- O • .o24'ST`L, 1 ' (3 ( 1(o n 6, 33' \1•x40,(31" \O� 4 t`it�i\ I IO' -o^ Ib`x'r 18x W, 33• I -O" Ib A46; 9' \1x40,910 II' -O' \"-2 R.F. oc F_xai c. \4`-1" 6' 8`-f3` (0`-O D` -O 3`-O 19'-0" "STI. 6'-0\" \(3x 029" \1'x 4'(32" s' -'f' \2`X42' 3\" 1W' 6, • 8'-cl." \Sax "32 Wx 8, ca:x )W 20'-O" ,014'SS'l. \O' -O" rl x42)(30`) \6'A b 3j 10'-q• Il A 4"(S2.') \Sj A4p" aG") 10'-9' 1e"x4b'(j3' \6'x40',(3 b' RF, er 4�' Ex\•t. 20'-U' ,14`-8 \2`- 9`-O l` -O (a' -O 10'-O X2197`1. B'- ta' \l.".40"(29" lax "(32 B' -Co' \q"A2",C31' IW x 8, 3' 0 •-Ca' \.'"x4 ; 32 Ib x , 3" ;7,F...........a,,, - oz 4" �"\ (.^E,\'t- 20`-0• \4`-B \e`-2 Id-� a�-(a s�_ y4 \Ip 4ti 3I8'le 3/8114" "'••.qT wti+"i Steal R.F. oc4 'E,"4't_ 1W' -q• 12'-2 \O` -o `-D SNOW LOAD 20 PSF, HORIZ. WIND 15 PSF, UPLIFT 1875 PSF \ E t•r- 6`_q` \2` 2 0-0 g,_ q �,_ SNOW LOAD 20 PSF, ORIZ. WIND 15 PSF, UPLIFT 18.75 PSF Vr`,� 4'-0''.020" \\'-2" \ a4"C37)\2x427(31' \4'-4" nr 8(511' \251(31 ")17'-4" 1q"x48"(3T)VL"x66, '), \:2 R.F. oro E�Ct. \0-2" \3`-3E \O'-11 8`-O .O` 5`- 4'-0" .020'• I\•_7- ,(37 227(4,)13•_9 \Rale 40 S4" VeXG0,42 13'-9' 16'n t;,, C' -S). \2 xbo;(43• '•aJ . YY ` 5'- O" .010" \O' -R" \4"n44; a\ \2"x42',(31' \4'-S' \1"x48';(35) \3"x62'(4`1') IS'- W" \a x497(3.'") \3"x b2, 44 (i"Ex\'r.. \8'-2" \3 -3 e \0-kv .q' -W 8' 1`-9 " 5'- o" \4`x , \2's S2, 3l` 12'- 4" \4"xA 94 \21t RB, 41• 12'- 4' lS", 48;(3C'i 12 "x 6o ;(4ti •r.+a•� 6'-O" .020'• '-\O" \5 x " ]4 \ 14'- st. ¢ 4 ,C \3"x42" U' 3 6" n'x4 (35' \4`x 6o, 4\• 3• "C", " 34- 't• TA6�E NOES (Thacaapp\yo y at ta\\adcaran�oe\a) 7'-O" .020' q'-3" \3"x4\ \l"x VJ; 311" \2' 1 ] \ 1 5" _ _ .020" \G"x 34" \"A4b`a '> 2" -9^ 11•x 97(3 K"x4D;(4\• i 'J' -O" 9'-3' 13" 32 \4!x50`(34' 10,_5'• ( 9" O• 6'a 34" F4'x56 " 1 A At \ conr\a on fe R.F. S'a.6c:a uca 20 8'- o^ ,.ozo " g'^q" \3 A \4 ARo^ 3C 12'-O" vox 8(35' 1b"nGlo, 39 12'- 4' \W x58, O Pa^a 9'-O" .020" B'-4' 14 "x4 'C3\ \4"x46" 4" II' -5" 16'x4 'C3R")\(o"x4o 39` II' -8.' 11�A40'35`)\W'A4l•"(40' \`\an9a o�pwna\,\Ps4o.\\1ng\ha ou¢�ar�H\acf from \ha ('acccw 4'\cs 9'-O" .020" B'-4' \4'x S\° \G"x 8 3 ` 9.'-2" IO' -0" .o20 1'-\\' \4"x ,(31')\S"x 6 34.` 101-10' 16x481; (j5 \1"154;(38 11'-1 \1"x8"(35')\1'n 11(0, 39 ® Ai pans\connac\:onto Exkrx7dad �Cas�ra use 2 oQ "`\O S_M.scrawc ibro.ag4x 4"w.da c\.p 1p' -O" .020 1'-\\' 14x 4 3\' \\"x fb 34 e' -y" \5"x41;,(53• IW"x 52,(M.' 8'-9"`4°a ( s")16x52,31" _ 11'- 0" .020 1'-1' \5"x42" 30 \6x46" 33 l0'-4" \u'a4B (3d) cl`%R4i 3E4 10'-"1' \1°x48"(311•) \1"x 4411(3"(' and \op C\any¢ oQ pons\,lna\o\\"t.9 4\.a one Qat\\\nn\ \'tom \ba Qo.cd rsi. 11-0.1 .020 1'-1 • 14'.4 30" \b"x 8, eb' 8 -j' \G"a 6, 93' \W"x S2, 3b 8'-3' \4"x b; 3 \b x52, 31' ammna 12'- O" .027" -\'-3" 14'x 2,(3U \b'x b'(S� -.9'.-10" 11x40,30 \8^x 4`li(3l" IO'- 1 \l"x B" 3S" \0'%44"(36 12'- O" .027 767'-O" \G"SQL"( 1b"x52, 31 4444 ,1'- O • Q \C os\ny th¢ 44'4" aAVr. QasGo \\.a 1..,;,xx-Vas pons\ \hlc\xn¢as "nay ba redo d 40 -0 21", .040 6'-\\." 1b"x42"(30' \1"A 4b�(33 9'-S" 11"x48'(34: \8"x112i(31" 9'-9' \l'x4ts 34• \6'%54;(313 Is -O" ,040" W'-\\' \W x42"� " \lax 4b, 3a 7'-E," \b"x4' 42' \1`%9o`3C` 7'_B•, \iia W;(b3 \l 14'-0" .040" (a'-'8" \W"A 44° \1"A4W" 8,_11" 1-144W'34` \651112131" 9'-4' \1"y4D"135 \� 5(36 - ® .024"Sias Pa,•a4 and4 •'GoL 1p or`\Y. Us¢.\.Q'x 10 a. M.S-\btu. \`I1' d¢c\\P 1^ ( 3 7 - © 11'-p" .OaO• W'-6" \13x2, 0 .\ A 6, 3a 7'-G' \6"x 4,32 \'\AGO, 4 At pan¢\ conn.\o Exf'r. i"occ\a u \oC' •"105_M. a r w \\,cox, g\. \` w\pn c -\:p - F Uaa bo\h wkas pit �. L�' SNOW LOAD 30 PSF," HORIZ. WIND 15PSF, UPLIFT 18.75 PSF 6�s•F•ca,a: myna\ GENERAL NOTES SOW LOAD 3.0 S HORIZ. IND 15 S UPLIFT 8.75 PSF' G AL E � �aaadaLwe\\rt\aaaxt. 1yp( N F, H . W PSF, atxo. 4'=0• .-010 A'-10" I3"• '(sT 12•x42,(31) 13'-1" \1X46, G '2 zWl, 5" \4;- \8"x 2.",(S \2"x64,(45 I. For details of ports, details fof join+s and other rol nofaa See dwga-280044-5. 4'-O" .020" 9'-10' 13x44 -2' \2x427(31 -5" \4"x48" ")\2'x56 \" 11 -6" 14°41'"t 12x118(42' 5' O" ,020" ov-5" 13"x44(32 \2'.52"(3l" \2'-8" \(; x48i C35\1`n48'(3C)\2'xb2;C44' p. Lt"a. and \\erh.w^,d \vod ,c;a�ae\ad-.n\\.-,ndt�\ ua\tab\a F.aad:�gsup\:Qt 5'-O" .020" o\'-3' \3"x44' 2" \2"x 42 ;(3l" 10'-2" \5"x U.;(SS• 6'-p^ .ozo^ g'-9" \3x44;(3 \2"x4'1-"31' \\'-3 \W x4e 'S \3"x60 42" \\'-q" \b"n B'j 3i \3°X60 42. =\g'\e. PsC axeapq\Ops'\:xa \ooda n \Ops .,p\' 4. Sea a\e. e+e\a.-k 6'-O" .ozo" 5'-q' 13"x44(52•) \2x42,31') 9'-a' 14x41:',(15 \2 XSb, 40• 9'-3"\S"x I:`, '.At)\2"x Gb', • " ) 3. Minimum Sto of els Is shown a n Table A. This is- a stracfural a,'-3• \3"a (32" \5"x112•SW` e'-3' \ ", 1.;(33 \3•x4 "(aer 8 -3• \4",x \5`X56, '.q` 7'-0• .ozo" B' -a" \1"x ,(92 \3'x42"jld \O'-2''\Gx 6, S" \4x58 40 \O'-2' 1(•"x B, SG•, \4x48, \" Pa P°^ 7'-O" .020" ' rG�ui re men+ to rasict ponding Mox. slope par foal. , > 8'-O' .020" 1'-10" \3"X4'(32 \3"x503310 977- IS`Aw(S4' \4"x46740' q' -l' \(:x4B�(34')14'xGBiCR\ e' -o" .020" 1'-R' \3"x ,(32' \3`%40',(36" l' -S:' \3'x4U, CS4' \3'x54.30 1'-G•\4"n44j 3')\3"x54,'31" • ,{ ��' 4. Panel thickness refers to Twin -Vet alum. pan S-1 pone) oy be Subetitvted ' t. 9'-0' 020" 1'-W• \3 a4 "(32 \4"x SCP 3C 8'-1l' \11'X8 \1151116, ]9 B'-\\" \4n46, 3S, \4•x56'( y y Pone pans pen¢\r.-ey ba 9'-O" .020' W' -l' \e"x '(32• \'x4o -sG• l0'-1 1S•r44;(S \4 x2'17 31• W'-l'+\"x b` " \4"x44, D6 i1w'Irc �_xvellrf) ontl SR \\ \.\ 1 added to 5 5 n in Table A. B^a\o1 4 ?iro,i oj. 10'-0' ,027" 1'-'\' 1 a 4,(j\' \5"x 6" 3l B'-9' \4x 8,(14+ 1W"x ,3B 8'-C• 7,iT `, S 15'x46,39` o ndwq. taco Ce�\is od C,n cW l•.,\ge\F- - Io' -O" 027 l'-2' \4"x "(3\ 111"x46,34• 7`-2" \S"x x(32' \4"x42,91' 7'-2' \4",4(2, )S' \ `x52(31 crt�'t` II' -O^ .040• W' -\O" \ \" \G"x 8'-6" \Gx 0, Yc%G ,a6 g'-8' IG`x B� S• \6 A4 S9' Sides vctara shall bi oPen. II' -O" .0.O" n 12'-0^ .040' W'-1.• \4"x42(3\' \5'x48•(54` 8'-4" \G ;64„(34" \-\x52, 31" 6'-4' \4!n 6 54, \6x5 , 6. The 3" sq,. l0 go. t may, 4e asad 9'-o" height with spocin3s and footings 12'-0 .040" (A` -(o' \4"x "(30') \5`x48"(3� 6'-1' \4"i44 x(32 K'x GO,(31 6'-1• \S"x ",(e'1 \S x40, 3(. \" r moytb.'5imelo r l Y s�t - xd° o theit3'r59,h Lo ck S�amg po9Tr oth an 3.8'4' hClght. SNOW LOAD 40 PSF, HORIZ. WIND 15 PSF, UPLIFT 18.75 PSF ) SNOW LOAD 4 PSF, HORIZ. WIND IS PSF, UPLIFT 18.75 PSF_ 1. Forams w,\\,o.,\ sew,\ooa ragi,ea•^an\c, 20 ps': \\xi \eaa �9 ba wbs\:i o4aa Cor `-Lo PaC -,W"x !J' 33 \2""1187 \• as8"1y.� ► a' -O" .020' !j' -l0" \3n ,(32' 12x42 91" \`Z' -I" 16"x4"(34')'2•x42'4j' \2'-W" \1"x 48`,(3<" °x64;(44" I 4'-O" .020 6'-10" 13": ;(Sat \tax 421 31 9'-10' 15 ,,4 W', 34 12x56,40 9'-l0 snouxr\oed- a�Ma 5•-0' .020• 8'- t5"x4 ,(32 \2x52"3l' 1o' -q• \6x40,(34 \2'x62,43• \O' -q' \6'x0', 8. Wy\aTa \\,aQ o\q.,g ., Larrouna¢a:'eta 3"I fib•"ba\u\\ara.x oQ \\xa rocc\\\a ra6u 6,-0" 4p,nc b' -o• :020' 1'-l0• \3 x 4, bat \2 2',(31' 9'-1' \5'A , 34 YL'x 60, 2 q' -l' 16°x 5•, \2 xW, 3 ®.02o" 1'- (.' \3"x4 3(31• \2x42, al' -1,_W• \4"x4w,(39 \2nx 46, 3q• �•_W" \ „x46`;(3 \2"A46i 0" Coo\\ng dap\\." how"\�paran\\x45:4 m y 7'-0• ,020• 1'-4' Ox 1(32 \2°112 3V e'-9" 14'•n P1, 34 \3'x58' 8'-9' \4x ,311,13x60,(\° - { 7'-o" .02o W' -S' \3x "S2• \2'x42"ale' W'-4' \S x64•(32")\2"xR4'32P W'-4" \•,46"(53' \2x.'6'(99 9. Coy-.brn,7l:or. \ood'"n c co,.a.d¢xa.a: as.Lr.y e' -o' .021• 1'-\• \S"x 4, '� \3" 2"3� a'-9' \0"x est; 34 \3"A4•W740 8'-9' \ i3,(=5", \3"v 58, \' 9 e'_o,. .040' 1'-O' \3",4 S2 3'X42 95' 7'-O• C4".x4 "S \ , . ee4 9'-0• ,040" 6'-9• \4'x 2, 3\" \3 `n " 3S a' -S' b"x &' 34 \4x46, 39' 0'-4" x 8,(911` \ "n4 0 Da..a \o.,d px.5a 4.0/ oC' wl \ood "ar\:co\ w1\\. 5a\sm\c Q -.r xona 3 a..a \x=\7 C.A0 9'-O .040 W'-1" \4k4 (31 \3'x.50"(34' 6'-7' 14"x ^S2• \3'x52,31 6'--/• \Ran ';132" \3"x54736 .10'-O• .040" (�'-(a• \4"x 2i(3\• \4`x Ot 9VB'-O• 15 .4 Wi 34" \4'x44,38 0'- 14"x48,(35, \4 x46, Cf !iniac O.l, p\aL 257• S^ow\ova \,or�t� �. \-\oc�to la\.».^a \oaa :L �on.;1a¢raa 6 \O' -O W` -O" \9 n42 32' \3"+ 87(]11 W' -O' 13".45,(52' \3"x`.o"7 C31d) (n•-3" \4"x44",(33 13'"52", SB ~- combinetlon u.x SO oQ smw \ood andcnc\�das wlnaoya area oC sno..a 604"0 SNOW 'LOAD -50 PSF, H RIZ. WIND 15PSF, UPLIFT .75 PSF a ac a Qat aaa� \ p c' ae L^a - SNOW LOAD 50 F, HORIZ. WIND 15 PSF; UPLIFT 18. 6'PSF t 4'-0' .ozo' 0'-0^ 9'x44" 3T" \2x42 31" \0'-q• 16''x 48,(35 NL"AUL 49' '-q• \3•x48 (�1.') \2x62 44' a' -o^ .azo g' -O` 1S"x "'S \2x 42, 3'1• 8'-\0" tvx 6" • \2x46, 6 --lo \5'A 6'(.a" \2'xSH, \� as 5'-0• .ozo" -\•-1• 9'x44 ;C3't \2"x42 T" ti3'-6! IWA 6,C3 \2x60, 2' 6'-W• 16'x 6;35' \2'x62, 9 - _ " 5'-0" .o2o 7'-2" \3"x 4`,h2 \2"x42"an" 7—L' 14^x461(88" \2x5639 7'-2" \4^x4W)(eD," \2"456,(40• � Q•"tly 6'-0• ®.020" 1'-2' 19'1 i(3ti \2"x S2 B'-(0" IS'x &; 5 \2'x60 8'-b" 14•"48^(35 \2'.x100' 43 6'-O" .027 '7'-2" 13'k `32 'x52,3 " 7'-3• \CxQ4"(3'L' 12 x5 3 7'-3' \4'.46 j4 \'1"x46•=J'1 ! { 7'-O ,040• (a' -\O' 1m,4M,C3'L \2"x523(31. a' -W" 14"k 8°,(95" \2"x5 \ 13'-(0 15"x 6'i(3R \2x60,42 7'-O" F.040 c (.'-B" \4':42•,(3 c' \. 42, 3b" 6'-8' \4"x4 'x(92' \2"xR4,(3B 6'-8' 15"x44',(32' \2"x44 i(� ++++1111F 8'-O .040" .(J -la' 14 n42, S\ R"x52 36" B, -p„ 15"n W", D4 \9 40 �'-O• 1 44B;C3i" \3.x56 4\' ' .. - •�" - n B' -O' (0` -O" \9"x42' "3\" \2"x 311 [;'_p„ \3"n4 3'L IZ"xSti 3� L`_3" \4"n4 "C -5S \2•n "(39 ' �1Aya SNOW LOAD 60 PSF; HORIZ. IND 15 PS , PLIFT 18:75`PSF \ SNOW' LOAD 60 PSF, HO .WIND 15 PSF, UPLIFT 18.75 PSF �,scox,4M1 4'-O" .020" l'-4' \1' 444"(3'Y \2^x52 it B'-9 34 \2'x62 43" 8'-q" \1 x46`;(3r: VI WiL \ 4' _O. .020.' 1'- 13'x44",(e2' \2x42 3l" - (o' \c•x L}(33) 12 x467 40" 1 - 6•. \4"x46^(SQ') 5'-O" .020' (J-11' \3'x44"(S2" \2'x112, 3b' B' -(c' IS"x48",(YC" \2"x60' 42" 6'-6".. \1:x49,(3.'` \2 x62 4j 5'-O" .027 W'-11.' \�'n4 •,(32 \2"x42, 3l.' 7 3' \ ",(3'9 \2 x46,35' 7 `-3" \'x 4W�(34" \2x410, 4tl' , b 1� 6'-0• ,040'' b'-1• \3'x44,(3'1 R"n 52 36 8'- " IS'x 9' 3' \2 nR8 41 6'-5"- 14 x 6)(34" fL x60 42 6 -o .040 W -� \3x 2 \2x52 36' 6'- \S x4 3',%T \2 x4 36 \4'x W 'b VI A4b 35' F.om ,M aHiL. a,: TABLES aaa R ROBERTS W. HAUSSLER ENGINEER FREESTANDING- TYPE ( Post under Fascia) ASItn—. Aa4. Mur• Mxaatl. fexlxu. GaxtlxL( Dubbk! M _..ta neat. HxxaA 111484. Ir,xr, Y•.k t1E'I't`E. S., %,S 1 ad,p, s. 47x7, aaw, ar 14rgM.x nr la.r, ltr sots, ar ,.,. Ok. Oks MOWMET CORPORATION . \. ear, to>a. ra m. wtxex. ax rr . rias. r awaas BUILDING SPECIALTIES DIVISION • . .. - tseSrraa.rrAeara+tet fn4n TO.. EAST . "o . o cox ,... a TE. T-1 • - - - L.A. COUNzv_53AND ARO PLAN 29]59 p,PVgOV EO._\\:a\:,ate____ _ Ts- pm -"Met 's ,ma ampdx o L."i"wr sM taut rat a �"•" ' •� 1I/ (� � 280 j •I] F rsvi.d ocrea,w a M' ar n pn, uc.p1 M canwr'y ,va,ae /7r rya .-C-l'2•t SaL� 0L ' •-�. fk r=w�, ••er--:-,. ,.,.. { Sse RsUorch �RaPort No. 2228Pof_ihs Jntmnotionol. Conference of Building OfticiCIS nmi, taw work Fun..p,n a,..n me.1«Irr, .y ,. '-. x.,. \ \ CALIFS sEe9e z ^�= BUILDING DEPA'RT0. 1 ,,� i .,r , . ,:•' - . _ - - � ; APP*ROVE[,_.:. A s4lback 6f fit:' ft-6fri the ' - o Q +� �?�. S �, �„ 'ems e �rC Lo�IS ��• � .� �. Y . _property lines and a setbac�C .. . •,•yne. Lj ni soft from the _ . centerline shall -be clear of 12° TWIN VEE PANEL -TYPE I. UNITS USING 6 EXTRUDED, 6%21 R. F ; & 4.711 EXTRUDED FASCIA �,y y} T.bAc A 1 VOpsA types. Stt'UctUreS Orequipment exce f F>.m` .A" r , the I` +h °f °Ho`hm`nt shall b` Foc aK\o `.ad For post berg\.\sea 7pea ^g equol F<�sc,u and ty pae9'-O" �% Mocn �PaaFaad\ngs. Saa r o greafar than the projection, except ch. length 5% dab\a, C Qoc vac U ariochment may be leas for a 2 ft. eave overhang. i o� Fo•a;a ,�°fo :rages s\rte 't - l� N+ wpport f+h. fox,a n enc(osetl pe a Tob\nC post 5po _ Por caqu.rad o\40. \...�casc\ n 'tF; \o prrj�cl\ ca\-.oc _ 5aa �. UNITS USING 6" EXTRUDED FASCIA L UNITS USI G_ 6%2" R LLFORMED or '4 3/4 EXTRUDED FASCIA LJ O TWIN COLUMN TYPETWIN TAP�LE Z COLUMN TYPE ^ .VEE ® IYI' R.F. SCROLL IYi' EKTRUDED SCROLL _ 3" SQ LOCKSEAM 9'•4" 3'SR.-10 GA. ^ u VEE IYe' Q. F. SCROLL IVz' EKTRUDED SCROLL 3" 5q. LOCKSEAM 3'. 4" ALUM. - HEIGHT OF COLUMN (moa) I mote 7 jW\N-VEE PANE` spl A\N 'Pone\ S\opa 5 W ALUM. HEIGHT OF COLUMN (mov.) _ see• n to 7. I PANEL 9'-.9" 8'-0' '9'-10'- B' -O•' 1310'alu 14'-9•si-I 14'-2' I6'-7' \.J \�-/ and u;lti Sk^(�\GHT _o„a PANEL 9'_9° 8' -On 9' -IO' B'-0' 13-0 alum. 14'-9"steel' 14'-2" THICK. ` THICK. COLUMN SPACING and FOOTING SIZE (cube - Ramo _ivo lona -Snow Lond,ps L,va - Snow a COLUMN SPACING and FOOTING' SIZE cube 1111iritl• ponal Sky\iqF.\ Fas�cr 40 r.0 Coo \O 20 20 30 40 � 100 "•""l••" LIVE-LOAD-10PSF HORIZ. WIND 10 PSF,-UPLIFT 10 PSF T "k e �ypa LIVE LOAD 10 PSF• HORIZ. WIND 1 PSF UPLIFT 10 PSF +d �•; ���'� S t ,V n¢\ SPon, A\\owab\a R 'd mn.Sbpu C�n.JI'i.) �. / , 4i°'D'ss7� 4'-O" .020" 19'x9',16• 23'-i',17" 23'F ", 17" 29'-5,17", 23-.5,17" RF-o<43'4'Exi'r. \4'-9", 10`-1\ q` -O 1'-O 5'=0" U' -O 4'-O; .020" i8'-9"16" i8'-.9,16". IB' -q", 16" i8'-9 ", 16"- 4 w. R• O:\ .5'-0'" .020 " 16'-0• 17° 2\' \' IB' 2\'- \ " IB' 2\'- \" IB" 21'- \" IB" ,020" (n" E>.t'r \4'-a""\O` \\" 9'-O• l! -O (.'-O 5`-O` .• „ I" \ " \ 5 - O" ,020 " 16'-101,17" Ib' -\O" Il Ib -10", 17" 16'-b' I7' Ib' -•b' 17" ' 6 - O' .020" 13.'-5" 17 19'- " 19" 19'' 19" 19'- 19" 19'-4" 19" � � A\um, \=\ R.F oc Ex<c. \2`-3" B'-\ l` -Sc G' -O '4'-O' 9'-O 114 lu 51512 12 12 I6 61- O"' ,020" -\5 -5' 171 \S' -S" 17 Ir,' -,R"17! Yale,• T. O" ,020" II' -7" 17° 17'-4" 19" 17'-1\' 19" 17-W', 19" 17'-11"-19" \=2. R.F or En\'r- \9`-3" 9`-9 1`-O (0'-O' 4'-o 3'-O"` 7'-O" ,020 13 4' 17" '.4-3",18• 14'-3' IB" \4'-3 IB" .14'-3. 18' rr •' 8'-0"" .020" 10'-2"17" 15'-3',19"'16'-\0'20' 16-10"20'.,16'-10"'20" O-\ R.F. or q'gq•F�s1•c \5"9° \2`_lv \O'_p l`_O, a'_o e" -O" - B'_O" .020".. 11'_6"I7" 13'_5",IB 13'_F•18".I3'-9 IB•'. 13- 9! 3'_ 9'-0' .020 „ 9'_ 1 " 17" 13 -7n 19' 15'-\\' 20" 15'_11'20" 15'-\I"'20" .021" (n' En\'< \5`_9" \2`-(0" \0,-O„ 6'_O (0'-0" S, O,. \, 1 . S " ., „\I •• 1 -9 ._O,. ,020" 10 9,' 17" 12,_e," 19," .12'-8' 19" .12'-8' 19' '2'-b. 19'• 0.. .010" 8'-2" 17' 12'-3',19• IS' -'1"20" IR -11.20" \S''1^,20"' - A\c,m. 14 14 14 ys yB '2 �2 2'-O•, 19" 12'-O ,19" - \'�\ R.F or Ex\'c \9`-`\" \O`-9 0`-\' G' -o' S' -O' 4'-0" 10'-0" .020° 9'-9"I7" \2'-o'•19' \ ' �II'-0" .020"� 7'-6' 17" II' -2' 19" 13'_520" 14'-5" 21" 14'-521" See � See 1�2 IF,. IF or Exi'�. \4'-8� \\`-1 9`-O' (o' -O° �-O' h` -O" - II' -O" ,020" 6'-1• Il" II' - S" 19" 11'-S' 19" II' -5" 19" II' -S" 19" See _ see M. Fao 12'-0" .020" .6'-10. 17• 10'-3. 19" 12-4"20" 13'-\O" 21" 13-10:'2 • Genh 1 G. -nal O,\ R.F. oc "E.t'<. \6'-O' \ `-3" \2'-O" 'q''O' 1`-O" I°' -O'" 12'-O" .020" 1'-10"'17 4 10'-4" 19" 11'-0' 20" 1\'-O" 20" 11'-CY' 20" Genarvl-__-G•nerrl •,.••••:;v 13''0" .020" 6'-4',17' 9'_6.19" 11'-5'20" 13'-3" ZU -3" Note B No Note B .010" ii Eni'c. \8'-O' \4`-9" \2'-0" \O'-°" 9-O" !o` -O" I 1 13'-0" ®.Ozo• 1'-3' 17" 9'-7" 19" 1o'-(0• ZO" 10'-6" 20" .10'-(0" 20" Not. 8- Note 8 Nere 8 •4• .020" 5' -II" 17 B 1)".19• 10'-7.20• 12' ar22" 12'- 22" 4\um. Iq IQ 14314 .020• G'-9' 17" 8'-111. 19" 10'-2•,20" 10'-2" 20" 70'_2;,20" - ._ . 1200D s 14'_0," "_ 31 � 1'\ R.F. o<Ext-c. \c.` -q" .\2`-I.' \o` -b" 8`-O" �-O" S` -O' l4 0• _.... _.. ....._- ___ • -15'-01. .027" 5'-6• Il' 8--3",19' 9'-11"20y '12'-5"22" -S"22" \�2 R.F. oc EnCc. \b'-8" \3`-3" \\`-O" '0s -O' (0`-O" S` -O` IS' -o• ,027' S-10', I7" 8'-4" 19" 9'-10`,20" 9'-\O"20" 9'-l0"1D" � ^8 16'-O" 040" 5'-2',17' 7'-9',19' _9'_4"-21" 12,_0!,,2 111'_0",22" ay,pd O,\ R.F.., "E x\'< \1d-2 \\'-9 q`-8 1'-O` S'-° 4`-O" 16'_ 0" .040" 5'_6. 17" 7'-10" l9 "' 9 "_ (0•,21• 91_11. 21" 9 IT_O" .040" 4'_10. 17° 7"-4' 19' :8�"-9"21'" II •_ 2„ 11'-8",22' '..p\c� b"Ex\'c_ \l°'-2" \\•-9" 9-8 6'-S" 1"-(0" (0-0` '1411p"31831�11q 11411` IT -O" .040' S'_4° Il" 7'-4" 19" 8'-10' 21'" 9'-3"21" 9'_3'.21" _.-.._ IP' -O"" .040" 4'-7"-17' 6' -II. 19' 8'-3.21"' 11 "23" 11'-4"23"" St \ - \+\ R.F. oc Ex\'<. \3 -ec'- `a'-8 1s-\\ [o'-O'1F 4`-0• 3`-O 18'-O" .040' 11_0^n" 6'-II"19" 8'-4'21. 9'-O"L" Ci (>-ZI" - °[ u1t 2 or E.<<, \C-1` \0`-6 1 5 t:- ., :� 19'-0" .0245\. 4'-4.17• 6'-7" 19" 7'-10.21" '-O"23" 11'-O"23" \: R.F. 1F B'- 6`-O`� 4`-0' 3'-O` 19'-O" o24'St'\. ,_ "17^ 6'-7" 19" 7' -II' 21" 8'-9" 21" e'-9"21"" 20'�O" -020 St'\. 4'-2' 17. 6'-3' 19" 7'-6"2 10'-9"23" 10'-01"23" R.F, A \'r. 20-0" \4- \'L'- a�.' a -ocA •2 ;9`-q' l'-�� 6-O 20'-O" .024 S\'\- 4'-2°17° 6'-3"19" 7'-6.21" B'-6"21" 9'-(."21" V'•1 .024" \O \ 611c_\'r, 2@-O• \ `-e. \2-2" o -1^E 9'-fo B' - ES, 1 \ 1 '3 3 1 _ -1 14 14 12 la 0 le 14 SNOW LOAD 20 PSF HO WIND 5 PS U T 18.75 PSF R,F.or4yExC<, \la -O" \C- 0'-O'. .e` o ,' - SNOW LOA . 20 PS HORIZ. WIND 15 PSF UPLIFT•:18.75 PSF ..../ , / V Exfc- 110`-[\' \2 -2 \O` -Oh 6`-8i 1'-9 _1i'-1,- t a, 4'-0" .020" •11 '-O` 17" a�1�•`�. 5'-0" .020" a. -ll' IT" 13'-4" 1 15' (0" 20" I5,_w' o" IS"9' I0' B °. 1' 9� 5'-O" 020 • 9'-O" I -4" 19" 12'- " I9• 12'_4" 19" .12'.-q„ 19' __ 6'-0"" .020", 7"-5"17" 11"-2" 9" 13"-5%ZI" 14-3' 1 14'_3 I �Pc�LE 1VOZED !Zhcsaupp\Y ,. n\y u\caca ca\\ad yn^on Tnb 6^1T= -\O'--\\"20 10 -11.' •" „ " _ . 7'-O" .020" 6'-5'"17" 9'- "20" II' -6', 11" 13 2" 13'- -1..020' 6'-5• O -S"20' 10 :.S 20. 10'-S W" _ '4,cs 0 At \con,-.act.u<. to R.F. Pocr.,e .sa Z oC ' \o S..n l x" w, c\: °rad to •`• 8'-O" .020„ 5'-7" 17` 8 5° 20• 10'-I 21 ," 12' 1 2 See See See Pon¢ ate: 'Fc ",;,1\-\ \` da P P �Ar[•'Q\on o(` pen \, .nsto\\,nrj lha arae Qnr\bas\ S'<o y.ti° ,<a sc "<�i- 7i 6 •,20" 9•_2„ 21' 9'-2. 21" 9'-2" 21" Generol Generol Generol 9''O' ,020"'' 5-0",11" '-6.20" 9-0"21" II'- "23 1 - '23' General Geneml G•necal `\a 9'-O" ,020" 5'-O",17" Q AF pona\ co..nac\'wnteE*\<udaa 4nscccc S q",,,, a c\.p ona _ f; is 10'-O" .020" 4'-6"IT"' 6'-9"20" 8'-I"21" lD'-6 I B"23" Note B No+<e Note iop Q\en9a o4 pon\\.sle\\�.n tt-.aona 4oc\bast Q<c.,. Uw. 4 3:<b\. 10'-O" N.020' 4'-b",171- 6'-9"I0" e'-2"21` B'-9'21" e'-9"21" Note Note Hot<8 ' /�a\-i,-•4`'. 11'-O"'®.020'" 4'-1"I 6'_2"20" 7-5^21„ 10'_2 3„ IO'_,2'"23n c 1C„s,oq \l.,. G>/q•a.Y<. rosC.o, i\.a p:,..a se 2 c \O S M .-�'r-1< ,.r1na6[s�1er/-.�P'••'` � .111423''-00' , 004207" -33'--96 '' 17" -B3'.2200" 6'--93..2211" 9'--5',22441' \®oE6x®nc,dCs'/n4R­,_ o\o\e . 10'l", 4" 10 M scmca�"sy bishrcaod.\o1- n"a�<:oa/n.oc2\.ap` :0422007 82".'2200 " 67,-_lo5•'' 2211•"` 20" 6-3" LS -3 -040" 10,20" 5'-Id'218'-9' "' 9'- 4" b71,&C -m -.3 .t ba adm14 .040"3" -"IT" 4'-10"20" 5-0'21" B67CO3; aH77' ---5d8'• IV - I. For details of ports, details of joints d other yenerol no+<s, see \ .. w•a dings 2600.1 ,12Boo-9. For ms4 cur\cane me}l.a vsn oG thaw Zo"\ sea dine -`1000 -4 - SNOW LAD P. , H IND 15 PS ,UPLIFT 18.75 PSF 2. a,d\orn. na\ooaaa^ diaetna, ; a:.;a a\taea aea\ 9c �t=\���pacn.r¢.� SNOW LOAD 30 PSF, HORIZ.WIND.15 PSF, UPLIFT 18.75 PSF aae[clsram`r. 4' -O" - - Qoc \o peC' c. -,a bod "sn to •sC u.ltCt. Sn;e..:,c cotes . o<n bo.cnd e� KG2 \O , L o..a 3 us\<cq _ 3" 17„ .I I'_ 3" 17• 7n cnow \cors <... Pac,a u,cnd coM:dnrad mR\c 909. aq 5-L. _ 4 - O" , 020 " 7'- 9' IS" I I '-3 •' 17 ' `.11 '- 3' 17' I1 ' .1c![s1 a•al - _ co pus [a[1e[[e • 5'-O" .020" 6-2"-I S' 17" I -1 ,18" I '70' 19" 19" 3. M'n,mum slope of pon.15 is shown In Table A. This 1s a st-t-I 5' O" .020" 6 Z"1,15" 9'-4. 17 10'-2" 10'" lo'=2^ IB" IO' -2° 1B'• _ GENERAL < a remen+ ra es,s+ pand,n Maa slope 2' per fool. 6'-O" "..020" S'-2" IS" ' " 7" -3" 18' '1 -9" 20' ' 20" _q 9' 6'-0" ,020" .5'-2'" 15" 7'-9' 17" 9'-3" 1B" .9'-3• IB" 9'-3' IB" ••a„ • s M 4. Pani\ tti kn¢es rcQacs <o Zciin-Vaa dum, pan \- Sky\sgtic pona\s and btaa\pona\s 7' - O•" .020 " 4'- 5" 1S" 6'- 8 • 17' 8 '- O" IB" B'-3 "' 19" 8 '-3 • 19" See Sen See 7"-0" .020 4"-5"15"' °' ", -7"-11"18" 1 -2"20" , 20" See see .5ee (xi OTES' may ba; es\;t.,\aa opto spoc\s s<.own\nZ bta A, axcapi vsa �7 tbao\o:c.. _ .02 3'-10" 15" 1. 7 '-O"- 9'-1 " I" 1 • 21" Generol Ge I Generol pane\ lis,\ti or '-'i\\ 'K s\S7]GyFat pona\ Coc \<.a 6Yti R.F. Fosa\a ona 4-q" R.F, 6cc°\\ 8"-O" .020, 3'- II" IS" 5'- 10• 17• 7'_ 0" IB" Z '- 5' I9" -1'- S^ 19 • General General General „ , , poc4 comb\na\:on pc6lact-cnq \6`-0^ oc\ass a4 \O PsQ, 02 3'-5" 5 -,Is. '- I7 6 -2' B'-\\ 21" -\\" 21" Net. 8 N' e 8 Note B 9' O" .020' 3'-6' 15" 5'- 2` 17" 6'-3' 19' 6'-1'• 20' G- 1' 10" 'Note 8 Note 'B Noce e 9--0'-- - S. sans rC s\<ra\o<ns a' L•=<\ass .n \,nsght ma,, bra an brad - - --- 10'-01. .O " 3'-1.15"" 4-8 7" 5'-7 1 8'-5", 21" 6•-6"22'". - - w\t\. Dray app<a.,ad u+o\\cys\am, Encbsurn ma\a.�u\\`o<bpsC 10''0"' .027' 3'-1"IS" 4'-8'll• 5'-7'19' 7'-2"20" 7' 2'2d' •a.en•.::F 11'-0" OO" 2'-10"15' 4 3"17" 5'-1' 7'-8"21' 8'-6'"22" structures 's Hm,ted io open mesh screen or r<od11Y removable II' -O' ;040" 2"-10"15" 4'-3•,17' 51-1"' 19" G'-lo"20' 6'-10"20" ? `.. '.'.'•° ,.•a• ,_ „ +ransluc•n and/or +ra rent pros+.c, not'mora than .125 intiva thick. --------'------' ' •. •.••..: 12 O 2'-7" IS" 3' 11° Il° 4'-8 7'-1' 21" 8'-4"22" ' + o nspo 12'-0' .040" 2'-7" IS" 3'-111. 17" 4'-B", 19" - 6'-1", 21" 6'-1•,11" ' .,±r�,ra•`" Saa a\so nota 9. SI, . LOAD 40 PSF HORI ND 15-PSF UPLIFT 8.75,PSF' G.Fr°ting, of a cYll rad r;aal shape maY be svbstltu+ed If the depth and dlam.ter are 9 larger than the tabulated au b. 512.. Foc coo\;n9 SNOW LOAD 40 PSF, HORIZ. WIND 15 PSF, UPLIFT 18.75 PSF anchor bo\ts sac 6-C .2BCO-4-. 4'-0" ,020^ 5'-11'",14" 8'-10' I f 4'-0" O" 5' IUt'I4!'- 8'-9',.16" 10"-7 12,-G'to- 12'-G" IS 7. For IO psf Types the max, mum hei�h# rC' _ 6' 9'-10",16 9`-10" 16"' 9'-10", 16" 11996 'D 5'-0" O" '4'-8°14E 7'-1",16• B"-6 "`IO'=9"'Br\O"-9"18° the <e. �no\\`oa 12'-O':,a"cap\\O-°"mux.',nL,A.Coun\yon:ncorp°<otad¢raos. 5'-O^ ,020"' 4'-9"14" 7 1"16" 1—1'171. 8'-la'17" 81-10.11" ..•n> 6'-0" O" 3'-tl"•14" '`5'-11" 16" 7'-'1" IT- 9'- • 19" 9 -1" " se< Sec 5ee 6'-0"'®,020' 3'- II" 14" 5'-11' 16" 7'-1' 17" 1'-/o" 18"' 1'-(.' 18"' See 5<e B. Column spec ona, fratin sizes for noted columns ore the Sam< 5 n �Jf .40t• 7'-O" 1).04p" 3-4-,14" "' 5'-j -,16" b'- 1 " 17" _:b- -o,19- 8'- 19:' General Generol Generol as Ucou spec yf and for the 3" Sq. LockSea m, 13' o' alum column. T -O" .020' 31- 5" 14' S'- LIG" b'- I ', 17" (0'-R•,IB' G'-S•'IB' Gnvnal G I Cxnarol 'OM4LL g,_Ou. .O 2-11-,14!" ' 4 5' 16• 5-4',17- 8-0-.1911 'No8 Note 6 Not. 8 9. 1a0n cpbsCsad as \n n o\e S p< e v,dad shot\n L.A cou n\y un c ecorpoca\ado .aoe 8 9'-_0 O"' x:,004400 "'y' 4'-5' 1 6_' 5-4' IT" 7- 0',18" Note B - N .r. _8- eNote H 9'-O" 2 8" 14" -3 II16" 4-9" I7' 71- 2 "19� B" I4" 3'-11',16' 4 6'-1" 9 '6' _ ..... 10'-O' .040 2'_4",14 " '3 '-7" 16" 4-'-3. 171. 6"_ 9" 6 0"•21" RAo 7k,C_KNEsy M&a, M,TSP L) A 30 hscjF. kna¢w U may hn o� se\.d mo\ac� \Q ct \aMos\14. a des a<¢ a6m u SNOW AD 50 PSF HORIZ 015 PSF' UPLIFT 18,75 PSF apan rr ane\Dana as ,n at s- SNOW LOAD 50 PSF, HORIZ. WIND 15 PSF,;UPLIFT 18.75 PSF` . .,' / / 10. Fo<caqu.cama..\s 20 s4 \\v¢ \Dad ma.y wbst-, % o, 7., s4` s1, . ' 4'-O"" .,020" 4'2 13" 7'- 1" 15" " 16 \O'-9" 17" \0'-9' 17" - 1\- Fo< �'oc\cn�s 5......aaa ey a 31 is\ab lea Su\\ v<aa o4 !!\a rooQ sea T bta. 6. 4'_O .020 " 4'- 9" 13" 7•- 2",15•' 51-O'" .020" -3'=10" I 6'-10" 16' B' -(e',', 18" 6 _(a" IB" 5ee 5ee See '-'6'-O" •020"" 3'-2",13 "'4'-9',15" 5'-9', Ib" B'-(°", 18• '6'-(0"18" Ge"erol General G, --I 7'-0 ,040" 2'-9" 13" 4'-1'115" 4' -II' 16" 7'-5" 18" 8'_(0"19" Note 8 Note 8 Note ■01ur - 8'-O'" ,040,'...'2"-'5" 13" 3,_7",15" 4'-4. 16" '6'-6",18" 6'_0.19" SNOW LOAD 60 PSF, HORIZ. WIND 15 PSF, UPLIFT 18.75 PSF .: , A 4'-O" .020" 4-0",12"! 6'-0"'14' 7'-2',15 17" 8'-4^, 17" 5<e 5<e 5ee 5'-O" .OZO" 3'-2:%!2' 4' o"J4" 5'-9" 15" e'-6" 77" 13'-(0" 17" General Generol General do W 6"_On {� .040" 2'.-8" 12" -4'-0° 14" 4'-10" IS" 7'-3` 17" B' -5" -IB" Note B Note 8: Ni. B TABLE � 5'-0"'®,020', 3'-10" 13" 5'-9",15" ATTACHMENT LENGTH TABLE C 7'--2" IG• 7'-2" Ib" 'See General Note 8 5ee Generol Note 8' ENCLOSED TYPES** , ' 4vLro3a Fnsianac 7'-3"'IT" -I'-3"17" \OPsQLt. 20ps \.L. 20 tob0ps S.o.,sla•..d CwaroU SpaCmg Mln. \lumbar cQ "\o S.M. Sccas.os Ra u1<ad In aad� Pana\ L..p - >k Ha;gF1t o4' ai Wo\\ 2 3 4 2 3 4 S 2 3 4 5 $trudaca °r E,i,st,.y Ea" 7.'-.3 ", IS" Lan \h oQ Ai\nc\-,man\, i o Pcoact ion Rn\:o. See e fiene.ol Genet G•n I Note B Nrte�B Over \.30 to \.Ooh. Orae \.4't to \\2 \e \.01\° Ovar 1.to1 to \.`Lla to L\b to [ruin the aRlce ul: 1.95 224 2.24 \.49 \.w 2.S\ 2R\ \. (,1 \.26 Over \30b \_011e Ova< \A9 to \9\te \.3\ Ovac 1.lel to 1.43 to \.43 1.95 \ 5'-0"'®,020', 3'-10" 13" 5'-9",15" 6'-11" Ib" 7'--2" IG• 7'-2" Ib" 'See General Note 8 5ee Generol Note 8' 5ee Gervrrl Note 8 , ' 6._0.. B x',027'!^ 3'-Z", 13'" 4'-9.. 5" 5'-9"16" 7'-3"'IT" -I'-3"17" - 7'-0'6 Q. 040"� 2'-9" 13" 4'- •, 15" 4'-111. 16" 6'-8",17"6'-8"'17", ;_�„\B.. SNOW LOAD 60 PSF, HORIZ. WIND 15 PSF, UPLIFT 18.75 PSF •4'-11" &,3020-""4'-O" 1"' G' -O", 14• 7.'-.3 ", IS" T'-(0" 15" 1'- See e fiene.ol Genet G•n I Note B Nrte�B ' 3'-3" 12" 4'-10" 14• 5'-9" IS" 7'-3` - ;-3"Ib" 6' -O' -040, Z'- 8" I2" 4 "- O" W1 4 '-10" 15" 6 '- 1G" 6-7 b" [ruin the aRlce ul: UBC TWIN -VEE TABLES _ Farting siaa shown 12• 13' 14' IS' Ib' IT" 18' \9" 20" 2\" 2Y 23• 2A" •E Nota: Eac`n Qaz\anac tbcu Posdv \.p and a\<, \cman\ strip coon\s as one c: «a. raga. sara�,b- ROBERT W. HAUSSLER ATpT�ACH..EJ,D TYPE in main to61s .. - REGISTERED STRUCTURAL ENGINEER _(POS'S under FOSCIO) 7kih Foc open \ypas osa \ego \ \op s;cr¢uys Qoc n\toc\.man\ \an \\v \e p<o�aci\on ea\cos oC \-C O Wmm[ Ne'a. At- [+sin,. awa•4. [aaeam. Daub aI C,,Ime Fr +.ng sit¢ �cu6a) Foot:ny ne< rag a- �� ° na n \"Y IZ' 14" \6' \6• 19" 2\" 3 Fpb. WnY. I. hew,a. In, k Wry4M. WaNmeae .4h slob Per nota Il . connect pre\ \o c\ob. \urger and .oa\\ Src\anacs pec toe\a o shear 2H o0 - 3. Frc rat\o ctim c.i \angtl, t p.r-\cc\ cr °4•' �T O I o t'ws \as \\ \.00 ora C caasbnd.n <s ane C• a \. s <o s y i \ba t c<n\ eau sh°. , • s•. nn x •ws,c. Ra. w o. n ..oxe. x[. , xh, a B �NW MSOfCULET ET OTIfnS ONIRSION ON 4 n d 2802. 9 Pr 9 pPo< twa hrlm, tura. vaa.rt rr,w sswus,lu w®1m[ ,.[ wmm�a,. Nola d Con\�nuad • >3' F\a\ pr a\ moy ba "'g [uLslEmeL a,man W. nes moa\ whsle\u\ad, sea dwy- 26\0 LA. COVe13.. STAt.10 ARO PLAN_ 2S_\Sq Zs elan sr,eel sone woperry onne en *ow« a uvo..., o. •o+ u•. •uou're ruA1 �/� f 1 p+7 s`�' i� \rb\ab OflE,n las \A,\6d \F_ APPiw�EO \\_V-1,8 IVl• terJdls fJ[ 11Y K t r c -r SEE RESEARCH REPORT 777RP OF THE I rop,•aar,•a..a.nh,nlYor nwn n.ce'a7ey��^°anpe�,ynmbea X14_ 0 NATIONAL CONFERENCE OF BUILDING OFFICIgL� In maldl•blx. Pbn p.es 3wn.rcu ,w". w,. •• 2801 a or. rn-a 6 Shall 1 sE698 �} Accordance v�ifh Recognized Gaol ` PrcLctice"s"' and is se o pens an sped is f.• --- ' kept on the job at all times and it is unlawful to of a quality prescribed for,.the 'Specified uer'Firis th'e' P 1 6UILDII�G RTM Uniform Building, Plumbing & M' achanicalA Codes' and make any changes or alter -47ons on same without � l� �O the National Electrical Code: written permission from +.,e Department of Public APPROVED � 3 Works, County of Butte.