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2003-109 TOWN OF QUEENSBURY IF4* 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20030109 Date Issued: Friday, December 12, 2003 This is to certify that work requested to be done as shown by Permit Number P20030109 has been completed. Tax Map Number: 523400-239-007-0001-024-000-0000 Location: 133 ASSEMBLY PT. Rd Owner: WILLIAM H BERNARD Applicant: WILLIAM H BERNARD This structure may be occupied as a: By Order of Town Board Deck TOWN OF QUEENSBURY Residential Addition Director of Building&Co. Enfo ement " TOWN OF QUEENSBURY OW742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20030109 Application Number: A20030109 Tax Map No: 523400-239-007-0001-024-000-0000 Permission is hereby granted to: WILLIAM H BERNARD For property located at: 133 ASSEMBLY PT. Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: WILLIAM H BERNARD Deck 133 ASSEMBLY PT. Rd LAKE GEORGE,NY 12845 Residential Addition $4,500.00 Total Value $4,500.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2003-109 RESIDENTIAL ADDITION AS PER PLOT PLAN SPECIFICATIONS $104.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday, April 15,2004 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at o of Qu is uesday,April 15,2003 \. / SIGNED BY < for the Town of Queensbury. Director of Buil s ng& \de Enforcement Building Permit Application Town of Queensbury—Dept of Community Development, 742 Bay Road,Queensbury,NY (518)761-8256 A permit must be obtained before beginning construction. Permit File No. ) No inspection will be made until applicant has received a Fee Paid / / -, valid building permit. All applicants' spaces on this Rec. Fee Paid $ application must be completed and must appear on the Reviewed B . application form. Applicant: i'1;,1 I., ( A& , '(N.1—Ll Owner: C., 6 C' Address: I 3-33 ( tlfi W i.t fc, if j2d Address: al 1--A K2 Gee' C,(?. f i i) t/ Phone# (5.i' ) 41 f),, - 3 L c ;?___- Phone#( ) - Email Address: Email Address: Property Location: Lot Number: / House Number /33/ 4 M - a -. Subdivision Name: Tax Map Number: ., 7, 7- /.-a-ti o New Building: res. /commercial Estimated Market Value of Construction: $ Addition: : residence commercial If an Addition,what will use of new a ti be? ID Alteration: residence/ commercial ^ [3No change to exterior size: residence/com'l cel li ❑ Other work(describe ) s® Check Occupancylnformation 1st Floor 2nd Floor Other floor Total j�QP ' 0 Below sq.ft. sq.ft. sq.ft. Squ * __P_fllLD1 'EENSBURY C-�' e fig'( 3v4 2 72. K AND Cob ❑ Two family dwelling ❑ Townhouse ❑ Multifamily dwelling #of units ��,"� �,- ` l. , o Office -- ,. >4. ' ) o Mercantile ' F i ❑ Manufacturing - )� ,9' a � , -/ ❑ 1 car detached garage i— ^ C.:„. / y/ , GI car detached garage -{1 v�' ��14 ❑ 3 car detached gara t`; ❑ 1 car attached gara e G �. I t V o 2 car attached garag L❑ 3 car attached garage V ell�❑ Storage building- (fr3:41,1) `L'• �,-� „)2 G commercial ��ti / e- ❑ Storage building-residential l 0 ' ,f( - ✓Y ❑ Other ' �, �`� V t : • cit(4 What is the proposed height of the structure . .� feet L inches Will any second-hand or ungraded lumber be used? If so, for what? At,fO Type of Heating System: electric/ oil / gas/wood /forced hot air/ baseboard/other: itT Number of Fireplaces to be installed Number of Woodstoves to be installed List below the person(s)responsible for supervision of work as regards to building codes: Name Address Phone Number Builder LL': ;O IA M t4 VFkC A 5 6,-,.; 2-e Z.-- Plumber -7? , t e? 9' Mason Electrician ?— 3 ?to Declaration: please sign below after you have carefully read the statement: To the best of my knowledge the statements contained in this application,together with the plans and specifications submitted,are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with,whether specified or noted,and that such work is authorized by the owner. Further,it is understood that I/we shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Administrator or Director of Building and Codes,an As ilt Survey by a licensed surveyor;drawn to scale,showing actual location of all ew co ion. (0 Signature: caner,owner's agent,architect,contractor ,fit r g Residential Final Inspection Office No. (518) 761-8256 Date Inspection request ceived: Queensbury Building&Code Enforcement Arrive: a D art: AV a 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:Qbacz 2:)Q NAME: 09��`C� P IT#: LOCATION: TU)�E P �� 0- "" A-RA ATE: TYPE OF STRUC : Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof Roof Complete Guard 30 in. or more @ stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in. or more 18,/ Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Grade away from foundation 6 in. with 10 ft. v/ Handrail Termination at Newell Post or Wall 8 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft. or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Bathroom Fans,if no window Carbon Monoxide detector Plumbing fixtures • • Foundation insulation �` `'/ � Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches c2, Qk 3/4 hour fire door/door closer �► Garage fireproofing L,•K� Duct work Sealed properly '/• e. Attic access 30 in.x 24 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 sq.ft.-150 sq. ft.vents �l Building No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept. Inspection Sticker Flood Plain Certification, if required Okay to issue C/C(Cert.Of Compliance) Okay to issue Temporary C/0(Cert. Of Occupancy) Okay to issue Permanent C/0(Cert. Of Occupancy) L:1SueHenvngway\Building.Codes.Inspection.FORMS\Res.Final Insp.form 2.doc edited January 28,2003 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC.Q Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL /60 Permit No. Cert. 0 815 8 9 Cut-in Card No. Owner = f3 /2 tiIlr _ Location / 73 %� Imo,K#Sc V A'r/20. {T e7 _ Installation Consistingof.(/,p...3� re-4,t/' (2- C-- ,/O C,1 J -S1 3 r-4.Z4S -,D,0i 770,0 ,0 Installed By .51f44te Lic.No. The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of makin spections at any time, and if its rules are violated,the Company shall have the right to r(�e/�/pke t i ificat Date /`v"l/ U INSPECTOR /' _ . /141 Member N.F.P.A.,I.A.E.I. Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request ived Queensbury Building&Code Enforcement Arrive: "'3'i,'am/ ep ;' - G► am/prfi`� 742 Bay Road, Queensbury,NY 12804 Inspector s Initial . NAME: k-22E k\ PERMIT#: _71:13_Vc( LOCATION: a3 1,4 Cm�LN c,f,k INSPECT ON: TYPE OF STRUCTURE: Vf, Y ' N N/A COMMENTS Framing C___kAFr�� Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in.or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 Y2(w) 16 gauge(8) 16D nails each side ,. Draft stopping 1,000 sq. ft.floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1,2,3 hour Fire wall 2, 3,4 hour Firestopping �Lv Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection requ ceived• Queensbury Building&Code Enforcement Arrive: p De 742 Bay Road,Queensbury,NY 12804 Inspector's In. al • NAME: t.L 3 E t AizsD, PERMIT#: — LOCATION: P t tT' ) INSPECT ON: — - TYPE OF STRUCTURE: Y N N/A COMMENTS Framing M6kPA Jack Studs/Headers RA319 Bracing/Bridging Joist hangers Jack Posts/Main Beams a� � \� Exterior sheeting nailed properly •_. o 12"O.C. NP�\� S2 t-L 5"\---5 \� Headroom 6 ft. 8 in. Stairwells 36 in.or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls - Metal Strapping for Notches Top Plate 1 Y2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft.floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1,2,3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/4 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Framing / Firestopping Inspection Report '")/} Office No. (518) 761-8256 Date Inspection requ ,. -cei .: Queensbury Building& Code Enforcement Arrive: � - 1-)aa•ip epart: r ' a 742 Bay Road, Queensbury, NY 12804 Inspector s Imtidls• NAME: 3 ,'\ PERMIT#: i J LOCATION. J �� \ ` '+ c.; INSPECT ON: TYPE OF STRUCTU Y N N/A COMMENT" Framing / �2c,a Jack Studs/Headers �C Bracing/Bridging Joist hangers ‘71/ Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/z (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '// inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 1ClC'O - 112c2 , Foundation Inspection Report 5(871 ~` Office No. (518)761-8256 Date Inspection reques :•ve• Queensbury Building&Code Enforcement Arrive: a •m ! -part: b'. ?lag 742 Bay Rd., Queensbury,NY 12804 Inspector's Initi. : NAME: t U t A AAVZ) ' 11 IT#: 2 Wit")3 —1 C LOCATION: R 51 vt,12A. Or !l SPECT ON: ►-}-— 1=6-03 TYPE OF STRUCTURE: O?CA4E4) f Comments / 'Q ' z ,W9 Y N N/A �, , `1 "Footings frka ‘13 �� Y Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. ... , UO i • 7)t i k i ii-fif 14, DC-r A)rffRQ1 u 1 eu) E , 4 .._........---- . ,..../ ‘ r. .• • DE6 \ c,K.). L_C_.--!R‘"-)1--)' P (206 ,._ 4.te... i..,— 4'....\--V. . ....,, Fts Copy ,I „zirele, Sti-t4. ...-----7--.7.----: Z.? °4- ,„.....-` „„.• sjillcil„.. ,-- , .,„" • ...... / ,k Z..... ,-- 62X.16 14-1-1 -Laf - TV...; (-7.e,r v.:-r7 1:,.; im,,,.,.•-•,..1,r 1,-.„k•--.-,-,•-,,..,- I-:1,.•..-....,.:...1...n.7;.7-'7,..." 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I, 1 • i ' —*;' 1 ' < _.... . .:4_,..), • i ... ,--.• . 4, 1 .....s . ....' „......o. , — , • , , r ,..4 .e c.., r....„.„ . 1. '.1 ' , L4 .... :„..it.iii1,, • .. , ..._. . c . .; ,„I 1 ; i 1 I r! \\ -, 0 _. sitej nt. , .. .. ti t ( 1 , I ' ' .. , _ E./ ç\\,....:. tikk 1{ i ' -4 ,•- , I i , H --- L i 3 f D ',.. (A-- , L, .,.' .'... , :- . '-',............. C:st. 1 , . . ' . ,....,,,._.....-.......r --tj 'i. .--" . - -4, <.---, -. ... •,i, .:". I I • , ___.- u......... .% - ,_‘• i I ',. i , ni j. 1 , , c' -7' • --- rur- 1 r-1 L lili ' ..-.:;------------ 1 ......._ _ 1-•;• 11 . . , . , ... _ .•. i . i--- i4'N,i. • CI . 1 k..1 .. ' , ' 1 1 , , i oe 'ai•-.- 4 ----,........-« . - «i : L..... .1s-......111111111amo. L ,,.. rt . 71 .1,..._ , . ! 1 . . , ' 1 ... ,, 1 1 P 1 1 , • • '','if: . _, -- , 1< '1 I i . (--.--- ,7-.---...-_____.a.,-.:7-.. , E , 1. , ! _ ,.... Pr ... c-... \ ., • i' ( d "Fe / .. \ V ... • th ..,/""1.5 PS .il, f It• (a ,..'' t ____,...........ti 0 ""i 4a. ,- Ir• e.---. ,..,,,,‘ • . 0...... • Ci-4 (15 t •--, "S I'D \ A V E iiLl c 1 Lot% (1, k-la , rn ,..), r) DAT -L. : 3 -,2_ 7 e3 . ►c W i."P. 5 se. P --a■■■■■■■■■■■■■ II ~ 11111": IP'al:14e1 ; . Ir.— : .'1, _ „i 7 1 1 . jj I , All......... ) • A II Illii iIiiJij . ill1111111111111 1,1' • . 201 r En I II pp . ; 11 , 0 +- , ' trlh* 141► 7 � ;.‘'. ; ‘ 1 I Cie c# ' v, , I-4 ` � '\° � `/ ,-~ \ -�- / ( / - | ` -_/ _ `\ \ /\ \/ Tl T /\ �� ' ` / ' lJ �� | ' ;[ 7 - Fags ME MEN Ems MEN Em M OEM 111MINKIMENSIMMISMI Am 0 MEN g,:,Zm 11 ME raw No 0 0 IN ME No NEON No OMEN / U 7)^ ^z v - _-_'_-- --_---__-_ - / • MAP REFERENCE: SUBDIVISION MAP SUNSET HILL FARM LEGEND: DATED: MAY 22, 1992 IPF a IRON PIPE FOUND LAST REVISED: JULY 13, 1993 IRF a IRON ROD FOUND BY: GILBERT VANGUILDER &ASSOCIATES CIRF m CAPPED IRON ROD FOUND LANDS TO BE CONVEYED TO - UTiU TY POLE JOSEPH J. &JANET A. TORNABENE DATED: MAY 8, 1991 BY: C.T. MALE ASSOCIATES, P.C. DEED REFERENCE: PAUL KNOX, III TO 1MW AM H. BERNARD LANDS N/F OF DATED: NOVEMBER 14, 1988 TORNABENE BOOK 746 PAGE 241 823/162 S81°17'0,e,, • LANDS V/F OF d 16.00, IPF • PAUL XNOX III 6691769 SHEb.— �„wl_ N YJ / b 3 0l J.NJ • 4O / b A T �.. $M C IRF . S 0 e n ^Q AREA "ro O,� '/ .953 sq.ft. -`a LANDS LN/FLO OF „Q^ A 0.95 acres iRELLO (� /n1, NCO CI.C. mi as 604/714 / C swsc ar. -----� ALT ' GRAVEL DRI4E "'--.._.. .. S9Y"r7'p2,E I�' no ,?, s,0 ` — T SKr �� l I 'p.10( pLlb( 11 ' ,� rr? 3.0't • 2 STORY W C) rtl'� W000 CRANEgi HOUSE 337.38, //� / -KNOX I / lr g I ( . /I 85'1 ALONG SHORELINE -ti.. OFED UNNE et°57'48.R, Ire . �� — R°AD_; Ats / LAB cEoWcE "/ NARKS BA°2 hi //4.0's AREA APPROXIMATE 1 — —425 sq.ft. HIGHK'AY BOUNDS A .— r l // 0.01 acres ate an Du s eh A IMP >..• Nap of a Survey made for Scale 1'=30' & Stever Noveamaim_ WILLIAM H. BERNARD S-I Land Surveyors, LLC - SHEET,t>F, 97 Cheater Street Glens Falls, New York 12801 F....,.,.,,.... '�."mm"'1"'� Town of queenebury, Warren County New York 5 792-8474 New York Uc. No. 50135 NO. DATE DESCRIPTION DWG.NNO 02315 Ct185 18 7-1-18.6/239.07-1-24 y TRELLO , BYE 08'' 654/714rLs,1„.. ' / K / to I = 4,17 45 13 1 4L r N ' I / /S8r°r77o2„E_ els, - . _._ -Plikr e.j.)C/) / / 4LT dV '' (-") CO \ IP ea/ 88,2. 3.0't WOOD OFRAME uv ,• rr az l / , DOCK MOUSE . �O 20d, O�ryry ;,/ 85'± ALONG SHORELINE CP co °ry / M es f N8 *, 7'48„w `-.. � �ry DOCK — RoAD .EAU GEORGE -- _� rd4 HAMS BAT -. 4.0't AREA APPROXIMATE 1 425 sq.ft. HIGHWAY BOUNDS /� DOCK 0.01 acres -- late+ DECEMBER 3, 2002 Scale 1'=30' Map of a Survey made for S — 1 LLIAM H. BERNARD SHEET 1 OF 1 )f Queensbury, Warren County, New York C865 BERNARD NO. DATE DESCRIPTION DWG. NO. 02315 t 7-1-16.6/239.07-1-24 04/14/2023 13:12 5188851041 SARATOGA LUMBR TRAP PAGE 01 • F SARATOGA LUMBER TRADERS Inc, • 4•/14/03 2: 12: 15 PM PAGE: 1 OF 1 R CURTIS INDUSTRIAL PARK - QUOTATION NO: R5099 0 #831 ROUTE 67 BLDG#46 TERMS: M BALLSTON SPA, N.Y- 12020 REPRESENTATIVE: (518). 885-0194 ****************************** SPECIFICATIONS *** DESIGN LOADING: QUOTATIO N *** STRESS INC: SPACING: ***************************.*** LUMBER: 4 3 �� PLATES: HILL BERNARD C JOB SITE & OTHER INFORMATION T LOT/ADDRESS: 0 ASSEMBLY PT. LAKE GEORGE, NEW tl C � ko(( c fie . c'r9 C( (/ZJ . MARK QUAN TRUSS TYPE PITCH/ SPAN OVERHANGS SIZE UNIT EXTENSIONS TITY HEIGHT FT-IN--16 IN-16! IN-16 TC BC PRICES R1 7 SCISSORS-2 50706 32-00-00 14-00114-00 6/ 6 ' 3 r��,;2 (� ,7(,Jrvo R2 1 VL 3.84 26-09-06 0-.00V 0-00 4/ 4 R3 1 VL 3. 84 21-06-04 0-00Y. 0-00 4/ 4 6 5, 0 �f� R4 1 VL 3.84 16-04-04 .0-00/ 0-00 4/ 4 5Q''`�`� a0 RS 1 VL 3.84 11-01-12 0-00y .0-00 4/ 4 ;3/"C'�' 71: R6 1 VL 3.84 5-11-02 0-00Y0-00 4/ 4 L , %2/42 e( l _ ( 6((:::---- Ill . a , /1 . ' S t&-7----- e.2... .-:-j,,. .. ,00e6 . 4(/,,_ _„,,,\ • • , • • NOTES . . SUBTOTAL: !IO S) **************************************** ' \\\ .__,:;//1 * THE ABOVE PRICES ARE YOUR COSTS AND * * MUST BE MARKED UP FOR RETAIL PRICING ****************************************r ******** CONDITIONS OF SALE *****************,* .************************** * IT IS THE PURCHASERS RESPONSIBILITY TO ENSURE THAT THE ABOVE SIZES AND * DESIGNS ARE CORRECT FOP. THE STRUCTURE: SARATOGA LUMBER TRADERS WILL • * ACCEPT NO RESPONSIBILITY OTHER THAN TO FURNISH THE ABOVE ITEMS IN * ACCORDANCE WITH SIZES AND DESIGNS ACCOMPANYING THIS QUOTATION. ************'**4*******************************�********************k******** * T.HIS QUOTATION IS VALID ON FIRM ORDERS RECEIjvED WITHIN 15 DAYS OF THE * DATE ABOVE. AND TO BE BUILT AND ACCEPTED WITI-IN 15 DAYS OF THE ORDER. * **********•*********************************•***!**************************** RFU: 04/22/02 . PObbine Enpinaeing,InciOnPIne Pius.0 1c913-2002 Version 13.0.00B Customer Quote 4114/03 2:12;15 PM Papa 1 04/14/2023 13:12 5188851041 SARATOGA LUMBR TRAD PAGE 02 RSO99 I R i I wuan Type Span P1-H1 Left OH Right OH Engineering 7 SCI2 320000 50706 1- 2- 0 1- 2- 0 BERNARD C-Q R5099 sx8n T 4x4=: 3.8361 5:6%; 9x4�5x6� 5-'_6 4x4, � 4x4.. Sx16,t _ ----dium ; J_ __ _ __11.7510.10% -_- _ L� 5x16 ,..6:0 4x4= 4: `• arsll 7xa • 4x 7xs... �-----.- 2x511 W:509 R:2330 I W:508 U: 275 " R:2350 O. V; 274 SL C" 6-8-13 0. EP '3 6-8-13 11-3 8 16-0-0 20'-8-8 25-3-3 M' 9-6-11 4-8-8 6-8--0 8C 6-8-13- 4-6-11 4-9-A-- , 4^8-9 I 4-6-11 65-13 EPI 6-8-13 11-3-9 `�� T-3-3-- 32-0-0 16-0-0 2D-8-9 25-3-3 32-0-0 -1 • ' ALL PLATES ARE LOC]c20 Scale:0.199"=V Robbins Engineering, Inc"/On11ne Plus" APPROX. TRU$;; W [(,I!;,: •..Ie.,_ ;..0:: Online Plus -- version 13,0.008 C SORE ALP 0 -279 5- 8 DL+LL DEFL = 1.26. AT 0 RUN DATE: 4-14-03 LOAD CASE #3 WINO // RIDGE I. DL+LLFBORE =90.68" AT`CPAN/360 COT SIZE LUMBER 1.15118 LUMBER STRESS !REASE: 60,04 SPAN/D.BFL (DL+LL) = 303 TOP .89 2X 6.SP-42 1440 PLATE STRESS INCREASE: 60,04' ATM .88 2X 6 29-55 293D LOADING LIVE DEAD (PSF) PLATING CONFORMS TO TPI WAS .79 2X 4 DPTS-STU 759 TOP ORD" 49.0 .6.0 VERIFY PLATE VALUER WITH EXCEPTIONS: ATM CUD .0 '6.0 ROBBINS ENGINEERING. 91-J 2X 6 SPF-#2 1310 TOTAL 49.0 12.0; . 61.0 GRIP BASED ON SIP/SPF LUMBER J-9 B-B K-52 SAME AS 91-J EXCEPTIONS: USING GROSS AREA TEST METHOD. D-B 2X 4 STT-42 1510 A-B -20.82 6.0 PLATES - 20 GAUGE LOCK REPETITIVE MEMBER INCREASES: B-C -11.8N' 6,0 GRIPPING 581-250 P81 FER PAIR TB 15,04 TT .0% TC ,04 EUPFORT CRITERIA INCLUDES 15.0E INCREASE JT TTPE HOAX VERT WIDTH TENSION 1339- 465 PLI PER FAIR LATERAL BRACING: LES LB5 IN-8X SHEAR 784- 506 FLI PER PAIR TOP CHORD - CONTTNUODS A PIN . 95 -255 5- B BTM CHORD - CONTINDOVS C EOM Rill 0 -113 5- 8 JT TYRE PLATE SIZE X Y ONE BRACE - J-D D-!C A 2101 5.00 X16,00 21.5 4.7 TRUSS SPACING - 24.0 IN. LOAD CASE 94 WINO // RIDGE R B 3001R 5.00 X 0,00 4.7 CTR LUMBER STRESS INCREASE: 60.0E C 2101 5.00 X16,00 21.5 4,7 STANDARD LOADING PLATE 9TRESs INCSIAmE: 60.04 D 6071 10.00 X10.00 CTR CTR LUMBER STRESS INCREASE: 15,0E LOADING LIVE DEAD .(P5F) 16 1001 2.00 X 5.00 CTR CTR PLATE STRESS INCREASE: 15,04 TOP CND 49.0 5,0 B 1013 4.00 X 4.00 CTR CTR LOADING LIVE DEAD (PSF) ATM CUD .0 6.0 6 1013 4.00 X 4.00 CTR CTR TOP CUD 49.0 10.0 TOTAL 49"0 12.0 61,0 H 1001 2.00 X 5,00 CTR CTR ATM CMD .0 10.0 EXCEPTIONS: I 1050 4,00 X 4.00 CTR CTR TOTAL 49,0 20,0 69.0 A-B -11.EN 6.•0 J 1050 4.00 7( 4.00 CTR CTR SUPPORT CRITERIA B-C -20.8N 6.0 • K 1050 4.00 X 4.00 CTR CTR JT TYPE SORE VERT WIDTH SUPPORT CRITERIA L 1050 4,00 X 4.00 CTR CTR L89 LBS IN-SE 3T TYPE BORE VERT WIDTH 21 1100 5.00 X 6.00 CTR .2 A PIN 0 2350 5- 8 LSS L88 IN-SX • 52 1100 5.00 7C S,00 CTR .2 C SORE RLR 0 2350 S- 8 A PIN -95 -112 5- 8 23 1100 7.00 X B.00 CTR .0 C HORS RLR 0 -253 5- 8 84 1100 7.00 7C.8.00 CTR .0 LOAD CASE 81 WIND FROM LEFT LUMBER STRESS INCREASE: 60.0% LEFT RIGHT R - PLATE IS ROTATED BY 90 DEC PLATE STRESS INCREASE: 60,0E HEEL DIN - 4SX OIN - 48X, LOADING LIVE DEAD (PSF) TOP CND 49.0 6,0 mEMPR COI R(LB5) .MOiST M12ND ATM CUD .0 6.0 TOP CHORDS,• TOTAL 49.0 12.0 61.0 A-I .89 8676 C -32.4 3154 EXCEPTIONS: I-81 "76 7971 C -3155 2500 A-B -20.EN 6.0 31-J .75 7589 C -2500 -1257 B-C -14,1N 6,0 J-B .56 6256 C' 125B -1659 SUPPORT CRITERIA B-B .56. 6256 C 1659 -1257 JT TYPE ROM VERT WIDTH R-62 .75 7889 C 1257 2495 LBS LBS IN-SX 82-1. .78 7971 C -2495 3155 A PIN 71 -275 5- 8 L-C .89 8676 C -3155 -325 C HORS RLR 0 -158 5- 8 BOTTOM CHORDS A-2 ,88 8317 T -807 6449 LOAD CASE A2 WIND FROM RIGHT 8-53 .68 834E T -6449 3366 LUI4AER STRESS INCREASE: 60,0E 83-6 .76 6350.,T -3366 1191 PLATE STRESS INCREASE: 60,04 0-D '.63 7681`1T -1197. . -431 LDA➢ING LIVE DEAD (PSF) 0-F .63 7680 T 431 1191 TOP CND 49.0 6.0 F-84 ,76 8350 T -1191 3367 ATM CND .0 6.0 34-E .98 6343 T -3366 6449 TOTAL 49.0 12.0 61,0 E-C .88 8317 T -6445 006 • EXCEPTIONS: WEBS A-8 -14.1N 6.0 H-I = 106 C I-6 '= 654 C B-C -20.8N 6.0 G-J . 339 T J-0 m 1692'C SUPPORT CRITERIA D-B - 3232 T D-K = 1692.0 JT TYPE SORE VERT WIDTH F-K = 339 T F-L = 654 C Liss L88 IN-SX E-L = 106 C A PIN -71 -156 5- 8 • Robbinr,Englneedng,I.c.IDr ins Pkw.P 199E-2302 version 13.0.008 Englnaennq Portrait 4%14/03 2:13:10 PM Page 1 012 0 SARATOGA LUMBR TRAD PAGE 03 4/14/2023 13:12 5188851041 gua.i �e Span P1-H1 Left OH Right OH ( Engineering R5099 I Rj 7 • 8Cl2 320000 50706 1- 2- 0 1- 2- 0 Cont, BERNARD C-Q R5099 " • REFER TO ROBBINS ENG. GENERAL, NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. • NOTES: 1. TRUSSES MANUFACTURED ET - SARATOGA LUMBER TRADERS 2. EMPIRICAL ANALOG IS USED. S. WIND LOADS - ANEI/ASCE 7-98 • • TRUSS IS DESIGNED AS A MAIN WIND-FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 90 MPH MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - C • OCCUPANCY FACTOR - 1.00 ENCLOSED 8IILDING. . • TC DEAD LOAD . 6.0 PER BC DEAD LOAD . 6.0 PSF 4. DESIGN ROOF SNOW LOAD USE: CROUND SNOW LOAD . 70.0 PSF RAIN LOAD = .0 ear (RAL,UNHAL LP FAC= .70. .60) 5, BUILDING DESIGNER IS RESPONSIBLE FOR ADEQUATE DESIGN OF TRUSS TO BRG PLATE CONNECTION WHICH ALLOWS .68 I$CBES OF BORE. MOVEMENT AT JOINT C 6. PREVENT TRUSS ROTATION AT ALL BEARING LOCATIONS. 7. FASTEN TRUSS TO SRO A TOR 275 LBS OF UPLIFT, WHILE PERMITTING NO UPwARO MOVEMENT OF HALL OP BRO. 8. FASTEN TRUSS TO BRG C FOR 274 Las OF UPLIFT, .. WHILE PERMITTING NO UPWARD MOVEMENT or WALL OR BRG. • • Robbins Engineering;Inc./Online Pluenr®195E-2002 Vernon 13.0.008 Engineering-Ponlph 4714M3,2:12:10 PM Pape Z of 2 04/14/2023 13:12 _5188851041 SARATOGA LUMBR TRAD PAGE 04 R5099 , RZ I QuaI1 Type Span P1-H1 Left OH Right OH "'iffy'', 1 1 VL 260906 3.036 0 0 BERNARD C-Q R5099 • 4x4= T 2x411 2040 3.836F--- 2ac4Fl 1Z110 2x4'i • 3x4,. " rI^ la_ ill 111 .: 4,I ,z7St .I ...::.4 - tt 1_.:'FI �.:,n.S,;:;�tP "® \,O 2x411 2x411 5x5 -2041i .t Y,,r:a,n S..ir'dly ur:....:ti�'d; 2x4c 1 Ell, 5-4-11 9-4-11 13-4-11 17-4-11 2 TC 5-4-21 I 4-0-0 4-0-0 4-0-0 4-0-01 26-9-6 3-4-11 4-0-6 I 4_0 0 5-4-11 EP 5-4-11 9-4-11 13-4-11 17-4-11 ..25-916 - 21^9-11 2fi-9-6 ALL PLATES ARE LOCK20 Sc21e:0.242"=1' ROCbins Engineering, Inc./Online P105" APPROX. TRUSS WlIGHT: 72).1 I.B4. Online Plus -- version 13.0,008 LUMBER STRESS INCREASE: 60.0,6 PLATING CONFORMS TO TPI RUN DATE: 4-14-03 PLATE STRESS INCREASE: 60.0% VERIFY PLATE VALUES WITH LOADING LIVE DEAD (PSF/ ROBINS ENGINEERING, C5I SIZE LUMBER 1.15FB TOP CUD 49.0 6,0 GRIP BASED ON SXP/SPF LUMBER TOP .67 2X 4 SPF-#2 1510 BTM CHD .0 • 6.0 ' USING GROSS AREA TEST METHOD. BTM .41 2X 4 SPF-#2 1510 TOTAL 49.0 12.0 . 61.0 PLATES - 20 GAUGE LOCK WBS .24 2X 4 SFFS-STU 759 EXCEPTIONS: GRIPPING 514-250 PSI PER PAIR REPETITIVE MEMBER INCREASES: A-B -11.20 6.0 INCLUDES 15,0% INCREASE PB 15.0% FT .0% FC .0% B-C -20_8N 6.0 TENSION 1339- 465 PLI PER PAIR SUPPORT CRITERIA: SHEAR 764- 506 P1.I PER FAIR LATERAL BRACING: CONTINUOUS BETWEEN JNTS A 6 C TOP camp - CONTINUOUS HTM CHORD - CONTINUOUS LOAD CASE #5 UNBALANCED LOAD AT 200E PEASE 4I00 X Y A 3001 4.00 X 4.00 7.5 TRUSS SPACING ^ 24.0 IN. LUMBER STRESS INCREASE: 15.0% 2.2 B 3001 4.00 X 4.0E CTR CTR 2.2 STANDARD LOADING PLATE STRESS INCREASE: 15.0% C 2003 3,00 X 4.00 7.5 3.2 LOADING LIVE DEAD (FSF) D 1102 5.00 X 5.00 CTR 3.0 LUMBER STRESS INCREASE: 15.0% TOP CHD 49.0 10.0 E 1001 2.00 X 4.00 CTR CTR PLATE STRESS INCREASE: 15.0% BUM CHI) .0 10-0 F 1001 2.D0 X 4.00 CIA CTR LOADING LIVE DEAD (pal) TOTAL 49.0 20.0 69,0 G 1001 2.00 X 4.00 CIR CTR TOP CUD 49.0 10.0 EXCEPTIONS: H 1001 2.00 X 4.00 CTR CTR BTM CUD .0 10.0 A-B 55.7 10.0 I 1001 2.00 X 4,00 CTR CTR TOTAL 49.0 20.0 69.0 B-C .0 10.0 J 1001 2,00 X 4.00 CTR CTR SUPPORT CRITERIA SUPPORT CRITERIA K 1001 2,00 X 4.00 CTR CIS CONTINUOUS BETWEEN .TNr3 A 6 C CONTINUOUS BETWEEN JNTS'A 4 C L 1001 2.00 M 4.00 cTR CTR LOAD CASE #1 WIND PROM LEFT LOAD CASE #6 UNBALANCED LOAD LUMBER STRESS INCREASE: 60.0% LUMBER STRESS INCREASE: 15.0% PLATE STRESS INCREASE: 60.0% PLATE STRESS INCR.EASE:. .15,9% LOADING LIVE DEAD (PEP) LOADING LIVE DEAD (PSF) TOP CHD 49.0 6.0 TOP CUD 49.D 10.0 5TM CUD .0 6.0 RTM CHD .0 10.0 TOTAL 49.0 12.0 61.0 TOTAL 49.0 20.0 69.E EXCEPTIONS: EXCEPTIONS A-B -20.8N 6.0 A-B • .0 10.0 B-C -14.1N 6.0 B-C 55.7 10.0 SUPPORT CRITERIA SUPPORT CRITERIA CONP71QUoUS BETWEEN JNTS A 6 C CONTINUOUS'BETWEEN 3N7'8 A S C . LOAD CASE #2 WIND FROM RIGHT LEFT RIDST LUMBER STRESS INCREASE: 60.0% GIRD GIN•- 4SX SIN - 4S,7C PLATE STRESS INCREASE: 60.0% LOADING LIVE DEAD (PSF) MEMER CSI P(LES) M01ST'M82ND TOP CHD 49.0 6,0 TOP CHORDS BTM CHD ,0 6.0 A-E .67 57 C -536 095 TOTAL 49.0 12.0 61.E II-0 .67 75 T -377 166 EXCEPTIONS: G-B .38 105 T -246 285 A-B -14.1N 6,0 B-I .39 98 z -262 501 B-C -20,8N 6.0 I-E .67 44 T -247 511 SUPPORT CRITERIA X-C .67 27 C 3233 -1945 CONTINUOUS BETWEEN JNTS A 6 C BOTTOM CHORDS LOAD CASE #3 WIND // RIDGE L A-F .41 52 T 21526 F-H .13 52 T -2066 -10 LUM BER STRESS INCREASE: 60.0% H-0 .04 52 T 20 lfi PLATE STRESS INCREASE: 60.0% 0-.7 -.04 52 T -16 -44 LOADING LIVE DEAD (PSF) J-L .13 52 T 44 163 TOP CEO 49.0 6.0 1-C .41 52 T -163 -536 BTM CUD .0 6.0 WEBS TOTAL 49.0 12.0 61.0 F-E - . 572 C H-O - 518 C • EXCEPTIONS: D-B = . 441 C .1,1: := SIR C A-B -20.PN 6.0 L-16 - 672 C B-C -11,BN 6.0 SUPPORT CRITERIA DL+LL DEFL = ,14'• IN A-E CONTINUOUS BETWEEN JNT0 A 6 C IL DEFL < IRG-SPAN/360 LOAD CASE #4 WIND // RIDGE R SPAN/DEFL (DL+LL) = 999 Rob0lne Engrneenng,Inc/Online Plus,"U 1996,2002 Version 12.0,00E Engineering-Porlrall 4/14/03 2:12'11 PM Paps 1 of 2 0 SARATOGA LUMBR TRAD PAGE 05 4/14/2023 13:12 5188851041 R5099 I uuan Type Span P1—Hi Left OH Right OH • engineering '�2 VL 260906 3.836 0 0 C""t' BERNARD C—Q R5099 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS, NOTES: 1. TRUSSES MANUFACTURED BY - •• SARATOGA LUMBER TRADERS 2. EMPIRICAL ANALOG IS USED. 3. WIND LOAos - ANSI/ASCE 7-96 TRUSS IS DESIGNED AS A • MAIN WSNp-FORCE REP SYSTEM FOR EXTERIOR SONE LOCATION WIND SPEED - 90 MPH • MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - C OCCUpANCy FACTOR - 1.00 ENCLOSED SVILDING. • TC DEAD LOAD = 6.0 pSF BC DEAD LOAD = 6.0 FSF 4. RESIGN POUF SNOW LOAD USE: GROUND SNOW LOAD a 70.0 FSF RAIN LOAD m .0 PSF (BAL,UZ1EAL LD FAC- .70, .80) 5. FASTEN TRUSS TO ERG A • FOR 52 WAS OF UPLIFT, • WHILE PSPMlITTING NO UPWARD MOvEMENT OP WALL OA PRO. • 6- FASTEN TRU88 TO BRO C FOR 56 LBS OF UPLIFT, WHILE PER ITTIND No UPWARD • MOVEMENT OF WALL ON SAG. 7. FASTEN TRUSS TO BRp F • • • • FOR 183 LPS CP UPLIFT, WB=LE PERMITTING NO UpwARD MOVffiiSNT OF WALL OR BRO. 8, FASTEN TRUSS TO BRG B FOR 126 LBS OF UPLIFT, • WHILE RERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 9, FASTEN TRUSS TO ERG J FOR 126 LBS OF UPLIFT, WHILE PERMITTING No VRWARD MovE'ENT OF WALL OR BEG. 10. FASTEN TRUSS TO BRG L • FOR 165 LB8 OF UPLIFT, • WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. • • • • Robbins Engrneennp,Inc./Online Plus"'0 19PB-2002 version 13.0.096 Engineerin5-P0rlfelr g6d/03 2:12:11 PM PSpe 2 or 2 04/14/2023 13:12 5188851041 SARATOGA LUMBR TRAD PAGE 06 Quan Type Span P1-H1 Left OH Right OH !;ii,;in{t•rju,4 R5D99 Rj 1 VIA 210604 3.836 0 0 BERNARD C-Q R5099 4x4' 2x411 2x4I r 3-5-8 J__ 3x4z: \ it 2x411 9x5 .A l,idn dll,1, .r'• it ''J r' „ -i: ;l '1 If i (�l.4 � i(''�II .: ,..,'.f , ,I1„'-II I 51'�I; -. ;r t ;..14 I • EP 6-9-2 10-9-Z TC _._, 6-9-2 '4-0-0 14-9-2 21-6-4 . Nc 6-9-2 '--+-- 4.4-0 . ._..._. 6-5-26_9_2 10-9-2 -2' 14-9-2 21-6-4 ALL.W.ATES ARE.LOCR20 Scale:0.301•'= 1' Robbins Engineering, I0c,/On11ne F.1us" AN'iCX. iR'; ,- WF'Ilr: Online P1uS ^- vengion 13,0,008 LOAD CASE #4 WIND // RIDGE A PLATING CONFORMS TO TPI RUN DATE: 4-14-03 ' LUMBER STRESS INCREASE: 60.0% VERIFY PLATE VALUES WITH PLATE STRESS INCREASE: 60.0E ROBBINS ENGINEERING. CSI SIZE LumaaR 1.15ra LOALiNG LIVE DEAD (PSF) GRIP BASED ON SYP/SPF LUMBER TOP .99 2X 4 SP-*2 1720 TOP can 49.0 6.0 USING GROSS AREA TEST METHOD, BTM .60 2X 4 5PF-412 1510 BTM CUD .0 6.0 PLATES - 20 GAUGE LOCK WES .24 2X 4 SPFS-STU 759 TOTAL 49.0 12.0 61,0 GRIPPING 591-250 PSI PER PAIR REPETM'IVE MEMBER INCREASES: EXCEPTIONQ: INCLUDES 15,0% INCREASE FB 15.0% FT ,0% EC .0% A-B -11,8N 6.0 TENSION 1339- 465 PLI PER PAIR B-C -20.9N 6.0 SHEAR 784- 506 PLI PER PAIR LATERAL BRACING: SUPPORT CRITERIA TOP CHORD - CONTINUOUS CONTINUOUS BETWEEN JNSa A 6.0 ST TYPE PLATE SIZE X Y BTM CHORD - CONTINUOUS A 2003 3,00 X 4.00 7.5 3,2 TRUSS SPACING - 24,0 IN. LOAD CASE #5 UNBALANCED LOAD B 3001 4.00 X 4.00 CTR 2.2 LUMBER STRESS INCR*ASB.;-.15.0% C 2003 3.00 X 4.00 7,5 3.2 STANDARD LOADING PLATE STRESS INCREASE: 15.0% P 1102 5.00 X 5.00 CTR 3.0 LUMBER STRESS INCREASE: 15,0% LOADING LivE DEAD (FSF) E 1001 2,00 X 4.00 CTR CTR PLATE STRESS INCREASE; 15,0% TOP CND 49.0 10.0 F 1001 2.00 % 4.00 CTR CTR LOADING LIVE DEAD (POE) BTM CHD .0 10.0 G 1001 2.00 X 4.00 CTR CTR TOP CHD 49.0 10,0 TOTAL 49.0 20.0 69.0 H 1001 2.00 % 4.00 CTR CTR PIN CHD .0 10.0 EXCEPTIONS: TOTAL 49,0 20.0 69.0 A-B 55.7 10.0 REFER TO ROBBINS ENG. GENERAL SUPPORT CRITERIA B-C ,0 10,0 NOTES AND SYMBOLS SHEET FOR CONTINUOUS BETWEEN JNTO a 6 C SUPPORT CRITERIA ADDITIONAL, SPECIFICATIONS. CONTINUOUS BETWEEN JNTS A 6 C LOAD CABE 41 WIND FROM LEFT NOTES: LUMBER STRESS /24CRBASE: 60,0% LOAD CASE #6 .UNBALANCED LOAD 1. TRUSSES HANUFACTVRED BY - PLATE STRESS INCREASE: 60.0s LUI®ER STRESS '1Pd�CREASE:�15.0% SARATOGA LUMBER TRADERS LOADING LIVE DEAD (PRE) PLATE STRESS INCREASE: 15.0% 2. EMPIRICAL ANALOG IS USED. TOP CUD 49.0 6.0 LOADING LIVE DEAD (PSF) 3, WIND LOADS- ANSI/ASCE 7-98 BTM CUD .0 6.0 TOP CHD 49.0 10.0 - TRUSS IS DESIGNED AS A TOTAL 49.0 12.0 61.0 BTM CHD .0 10.0 MAIN WIND-FORCE RES SYSTEM EXCEPTIONS? TOTAL 49.0 20.0. 69.0 FOR EXTERIOR :ONE LOCATION A-a -20.9N 6.0 EXCEPTIONS; WIND SPEED - 90 MPH H-C -14.1N 6.0 A-B .0 10.0 MEAN BOOS HEIGHT - 25, SUPPORT CRITERIA 9-C 55.7 10,0 E%POSUR$ CATEGORY - C CONTINUOUS HETp9S&N JNTS A 6 C SUPPORT CRITERIA OCCUPANCY FACTOR - 1.00 CONTINUOUS BETWEEN JNTS A 6 C ENCLOSED BUILDING. LOAD CASE #2 WIND PROM RIGHT TC DEAD LOAD = 6.0 PST LUMBER STRESS INCREASE: 60.0% LEFT RIGHT BC DEAD LOAD = 6.0 PSF PLATE STRESS INCREASE: 60.0% GIRD 02N - 48X SIN - 45X 4, DESIGN ROOF SNOW LOAD USE: LOADING LIVE DEAD (PEST GROUND SNOW LOAD - 70.0 ?SF TOP CEO 49.0 6.0 MAR CBI F(LBS) M418T M@2ND RAIN LOAD m .0 PSF BTM CAD .0 6.0 TOP CHORDS (BAL,UNBAL LD RAC. .70, .80) TOTAL 49.0 12.0 61,0 A-E *.98 39'D_. 7332 583 5. FASTEN TRUSS TO ERG A EXCEPTIONS: S-B .95 93 T'''`4001 46 FOR 73 LBS OF UPLIFT, A-B -14.1N 6.0 B-G .95 79 T ' -31 1442 WHILE PERMITTING NO UPWARD B-C -20,8N 6,0 G-C .99 11 T -584 331 MOVEMENT OF NALL OR BEG. SUPPORT CRITERIA BOTTOM CHORDS 6. FASTEN TRUSS TO ERG C CONTINUOUS BETWEEN JNTS A 6 C A-S .60 41 T 332 122 P-D .20 41 T -122 -99 FOR 7B RMILIM OF GPNOFT, LOAD CASE N3 WIND // RIDGE L P-H .20. 41 T 98 269 NOVE9 PERMITTING NO BUPWARD RG. LUMBER STRESS INCREASE; 60.0% N-C .60' 41 T -269 -600 MASTENNT OF NTOJ, OA. ERG. PLATE STRESS INCREASE: 60.09 7- FASTEN TRUSS TO PLG P LOADING LIVE DEAD (PSF1 = WEBS FOR 237 LBS TI UPNIFU, TOP COP 49.0 6,0 F-E 857 C D-B 259 C WHILE PERMITTING NO UPWARD BTM CHD .0 6.0 H-G = 897 C MOVEMENT or WALL OR BP.G. TOTAL 49.0 12.0 61.0 DL+LL PEEL = :301� B. FASTEN TRUSS TO BUG H EXCEPTIONS: IN �'� FOR 237 LES OF vPLIFT, LL DEFL G BRG-EOAN/360 WHILE PERMITTING NO UPWARD A-B -20.9N 6.0 SPAN/DEFL (OL+LL) = 850 B-C -11,8N 6.0 MOVEMENT OF HALL OP. ERG. SUPPORT CRITERIA CONTINUOUS BETWEEN JNTS A S C %Mine Engineering,Inc/On110e Ptysr"49 1888-2002 Version 13.0.008 Engineering-Portrait ana03 2:12:12 PM Page 1 04/14/2023 13:12 _ 5188851041 SARATOGA LUMBR TRAD PAGE 07 • R5099 , gum Type • Span P1-H1 Left OH Right' OH Etrgirreering 1 VL 160404 3.836 0 0 BERNARD C-Q R5099 • 3,A3fii - ..__.._ 4x4 I I 2k40 2x4n 2-7-10 3x4> 2x4I l 2x4H ,I .1": i i' r��.1 _kI.,k[r,::S,',IdII '.�7,'a, .'.�.` .� t'4a f -(Q..A fc,Ll ,..,1., R1 • EP 4-2-2 B_�_2 TCI 4-2-2 I -.. _ 16-4-4 4-2-2 EP 4-2-2 4_0_0 -.......... •4-0-9.. . 4-2-2 9-2-2 12-2-2 6-4- 4 16-4-d----------_... _.._.. ..._.. ... - ..... ALL PLATES•.ARE LOCF20 Scale:0,388'=1' Robbins Engineering, Inc./Online Flue" APPROX. TRUSS WEIGHT; 66.8 LB. On1ina Plus -- Version 13.0.008 LOAD CASE #4 WIND // RIDGE A RUN DATE: 4-14-03 LUMBER STRE98 INCRSA$E: 60.0% VERIFY LAT VAS TO TPI PLATE STRESS INCREASE: 60,09 VERIFY PLATE VALUES WITH CSI SIZE Lb4BER 1,15FB LOADING LIVE DEAD (PSF) GRIPIBG ENGINEERING. TOP .53 2X 4 SPT-#2 1510 TO GRIPS BASEDD ON 9Ap/EST LUMBER BTM .21 2% 4 SPT-#2 1510 BTM 0 49.00 6.0 USING GROSS AREA TEST METHOD. WH8 16 21C 4 9PP$-STD 759 6'0 PLATES - 20 GAUGELOCK TOTAL 49.0 12,0 61.0 GRIPPING 514-250 PSI PER PAIR REPETITIVE MF.A®ER INCREASES: EXCEPTIONS: INCLUDES 15,0% INCREASE FB 15.04 FT .04 PC .04 A-H -11•BN '6:0 TENSION 1339- 465 PLI PER PAIR B-C -20.0N 6.0 , SHEAR 764- 506 PLI PER PAIR LATERAL BRACING: SUPPORT CRITERIA TOP CHORD - CONTINUOUS CONTINUOUS BETWEEN JETS A S C JT TYPE PLATE SIZE X Y BTM CORD - CONTINUOUS A 2003 3,00 X 4.00 7.5 3.2 TRUSS SPACING - 24,0 IN. LOAD CASE #5 UNBALANCED LOAD B 3001 4.00 X 4.00 CTR 2,2 STANDARD LOADING 'amnia( STRESS INCREARE:'15.0$ C 2003 3.00 X 4.00 7,5 3.2 PLATE STRESS INCREASE: 15,04 D 1001 2.00 X 4.00 CTR CTR LUMBER STRESS TNCREASE: 15,0E LOADING LIVE DEAD (PSF) E 1001 2,00 X 4.00 CTR CTR PLATE STRESS INCREASE: 15,04 TOP CHD 49,0 10.0 F 1001 2.00 X 4.00 CTR CTR LOADING LIVE DEAD (PSF) HTM CHD .0 10.0 G 1001 2.00 X 4.00 CTR CTR TOP CHD 49.0 10.0 TOTAL 49.0 20,0 69.0 H 1001 2.00 X 4.00 CTR CTR BTM CUD .0 10.0 EXCEPTIONS: TOTAL 49.0 20.0 69-0 A-8 55.7 .10,0 . REFER TO ROBBINS ENG. GENERAL SUPPORT CRIRERTA B-C 0 10.0 NOTES AND SYMBOLS SHEET FOR CONTIImmOU$ BETWEEN JNTS A 6 C SUPPORT CRITERIA ADDITIONAL SPECIFICATIONS, LOAD CASE #1 1fIND FROM LEFT CONTINUOUS BETMP$EN OATS A i C LUMBER STRESS INCREASE: 50.0% LOAD CASE $5 UNBALANC, LOAD NOTES; 1. TRUSSES MANUFACTURED BY - PLATE STRESS INCREASE: 60.0E LUMBER STRESS iNCP.6.Ti8S: 15.04 SARATOG LUMBER TRADERS LOADING LIVE DEAD (PEE/ PLATE STRESS INCREASE: 15.0%• 2, EMPIRICAL ANALOG IS USED, TOP CND 49.0 6.0 LOADING LIVE DEAD (P2P) 3, WIND LOADS - ANSI/ASCE 7-9R BT0 CBD .0 6.0 TOP CHD 49.0 10.0 • TRUSS IS DESIGNED AS A TOTAL 49.0 12.0 61,0 BIM DNB' .0 10.0 MAIN WIND-FORCE RES SYSTEM EXCEPTIONS: TOTAL 49.0 20.0 69.0 FOR EXTERIOR ZONE LOCATION A-8 -20.BN 6.0 EXCEPTIONS: WIND SPEED - 90 MPH E-C -14.1N 6-0 A-H . .0 10.0 MEAN ROOF HEIGHT - 25' SUPPORT CRITERIA B-C 55.7 10,0 EXPOSURE CATEGORY - C CONTINUOUS BETWEEN JNTS A F C 9TTPFORT CRITERIA OCCUPANCY FACTOR - 1.00 CONTINUOUS BETWEEN JNT3 A 6 C ENCLOSED BUILDING. LOAD CASE #2 KIND PROM RIGHT . LUMBER STRESS INCREASE: 60.04 LEFT , PC DEAD LOAD = 6.0 PSF PLATE STRESS INCREASE: 60.0% GIRD OIN - 45A. 0174 - 44X T EC DEAD LOAM = 6.0 PSF LOADING LIVE DEAD (PEE) .r 4. DESIGN ROOF LOAD LOAD USE: TOP CM 49.0 6.0 MEOBR C82 P(LB8) M41ST M02ND GROUND SNOW LOAD = 70.0 ESP HTM COD .0 6.0 RAIN LOAD = .0 Pal' TOTAL 49.0 12.0 61.0 TOP C80RD3 (BAL,UNBAL LD FAC= .70, .BD) A-G .53., 20 T -121 247 5, FASTEN TRUSS TO ERG F EXCEPTIONS: G-11 .53 57 T -355 232 FOR 162 LBS OP UPLIFT. A-B -14.1N 6,0 H-H .53' 51 •T -211 609 8-C -20,0N 6.0 A-C .53, 23 C 2411 -1035 MOVEM PT OI OF W WALL NO ERG FAVTMEN SUPPORT CRITERIA BOTTOM CHORDS OL OR ERG. CONTINUOUS BETWEEN JNPS A 6 C A-F .21 29 T -1035 -301 fi• FASTEN TRUSS TO.BRG D FDR 55 LBS OF UPLTST, _ LOAD CASE *3 WIND // RIDGE y F-b .06 29 ; 301' 150 WHILE PEPHITTTNG NO UPWARD D-E .06 29 T -150', -301 MOVEMENT OF WALL OR HAG. LUMBER STRESS n=CREASE: 60.0% E-C .21. 29,1 301 1035 PLATE STRESS INCREASE: 60,04 7. FASTEN TRUSSI TO BAG E LOADING LIVE DEAD P5F) 7�H5 FBI. E63 RMS OP G NOFU, ( F-0 - 617 C D-H = 401 C WHILE PERMITTING NO UPWARD TOP CHD 49.0 6.0 E-H = 617 C BTM CUP 0 6,O MOVEMENT OF WALL OR HRS. TOTAL 49.0 12.0 61.0 DL+LL DEFL - .04" IN. A. EXCEPTIONS: LL DErr. t BRG-SPAN/360 A-a -20.0N 6,0 SPAN/DETL (DL+LL) = 999 B-C -11.8N 6.0 SUPPORT CRITERIA CONTINUOUS BETWEEN JNTB A S C Rabnin8 En9lneann9,Inc(Online Plus^'0311196-2002 Varelon 13.0.008 Englnaelin(1,:Porilalt 4/14/0:Z:12:9 PM Pans 1 04/14/2023 13:12 5188851041 .SARATOGA LUMBR TRAD PAGE 08 0 R5099 R5 I uuan Type Span P1-H1 Left OH Right OH • l:'i, /, <:,*; l 1 VI, 110112 3.836 0 EERNARD C-Q R5099 �+_. -: 4 x4= 3,83E 1-9-10 11'. r 2,C4l1 II i li �jl � 1'11V( ':1�1r 11p. 1r til .tu �?P I 11�1a� ilia.. 1 1 �q, I r1e1 � � 11 L I _�.II�:� -, t.: ! 1 r„�-. ,�II '=I IL.;�-il l 1 1;i1 �� 1� -q�� (l_.. 1 �. y� 1�1i�'1 _� lb k.y x ,(J n.�.� E, EA 5-6-14 ' TC _ 5-6-1_4 11-1-12 $�- 5-6-14 .---..�..�.._...�_... -r+-'6-14 XP 5-6-14 11-1-12 ALL PLATES AVE LOCK20 5c21w 0.556"= 1' Robpl,0s Engine9ricl9, Inc./Online Pluo" APPROX. ;i TIES:; N'L Igj'(: I4.,, Online Plus -- version 13,0,008 LOAD CASE #3 WIND // RIDGE L MEMBR CSI IP(LSSI M61ST MQ2ND RUN DATE: 4-14-03 LUMBER STRESS INCREASE: 60,0E D-C ,53 60 T 1117 2234 PLATE STRESS INCPEASEI' eo.o% NE88 CBI SIZE LUMBER 1.15PB LOADING L1vE • DEAD (PSF) D-B - 653 C ToP .70 2X 4 9Pr-#2 1510 TOP CBE 49.0 6.0 BTM .53 2X 4 SSF-#2 1510 BTM Ct4D .0 ' 6.0 DL*LL DEFL . .21" IN A-B NHS .1S 2X 4 Spra-STU 759 TOTAL 49.0 12.0 ; 61.0 LI, DEFL < ERG-SPAN/360 REPETITIVE MEMBER INCREASES: EXCEPTIONS; SPAN/DEFL (DL+LL) = 649 rB 15.0g FT .0% FC .0% A-B -20.RN . 6,0' B-C -11.BN 6.0 PLATING CON6o?MS TO TPI LATERAL BRACING: SUPPORT CRITERIA VERIFY PLATE VALUES WITH TOP CHORD - CONTINUOUS CONTINUOUS BETWEEN JNTS..A 6 C BOBBINS ENOTNEERING, BTM CHORD - CONTINUOUS GRIP BASED or SYP/Spy LUMBER TRUSS SPACING - 24.0 IN. LOAD CASE #4 wilt) // RIDGE R USING GROSS AREA TEST METHOD. LUMBER STRESS INCREASE? 60,0E PLATES - 20 GAUGE LOCK STANDARD LOADING PLATE STRESS INCREASE: 60,0E GRIPPING 514-250 PSI PER PAIR LUN.BER STRESS INCREASE: 15.0% LOADING LIVE DEAD (PSS) INCLUDES 15.0% INCREASE PLATE STRESS INCREASE: 15.0% TOP CID 49.0 6.0 TENSION 1339- 465 PLI PER PAIR LOADING LIVE DEAD (PBS') BTM CSD .0 6.0 SHEAR 784- 506 PLI PER PAIR TOP CHD 49.0 10.0 TOTAL 49.0 12.0' 61.0 BTM C5D .0 10.0 RECEPTIONS: dT TYPE PLATE SIZE X Y TOTAL 49.0 20.0 69.0 A-B -11.BN 6.0 A 2003 3.00 K 4.00 7.5 3,2 SUPPORT CRITERIA B-C -20.9N 6.0 B 3001 4.00 K 4,00 CTR 2.2 CONTINUOUS BETWEEN JNTS A 6 C SUPPORT CRITERIA C 2003 3,00 X 4000 7.5 3.2 CONTINUOUS BETWEEN JNTS A 6 C D 1001 2.00 X 4,00 CTR CTR LOAD CASE #1 WIND FROM LEST LUMBER STRESS INCREASE: 60.0% LOAD CARE #5 UNBALANCED LOAD REFER TO ROBBINS ENG. GENERAL PLATE STRESS INCREASE: 60.0% LUMBER STRESS INCREASE: 15.0% NOTES AND STtl$OLS SHEET FOR LOADING LIVE DEAD (PSF) PLATE STRESS INCREASE: - 15,09_- ADDITIONAL SPECIFICATIONS. TOP CHD 49.0 6.0 LOADING, LIVE DEAD (PEPS) • BTM CED .0 6,0 TOP CBD 49.0 10.0• NOTES: TOTAL 49.0 12.0 61.0 BTM CHD' .0 1'0,0 1. TRUSSES MANUFACTURED BY - EXCEPTIONS: TOTAL 49.0 Z0,0'` 69.0 - SARATOGA, LUMBER TRADERS A-B -20.8N 6.0 EXCEPTIONS: `-' 2. EMPIRICAL ANALOG IS USED. B-C -14.1N 6.0 A-B 55.7 • 10.0 - 3. wIND LOADS - ,ANSI/A9cs 7-98 SUPPORT CRITERIA B-C -0 10.0 TRUSS IS DESIGNED AS A CONTINUOUS BETWEEN JUTS A 6 C SUPPORT CRITERIA MAIN WIND-FORCE RED SYSTEM CONTINUOUS BETWEEN JNTS A & C FOR EXTERIOR ZONE LOCATION LOAD CASE #2 WIND FROM RIGHT WIND SPEED - 90 MPH LUMBER STRESS INCREASE: 60.0% LOAD CASE #6 UNBALANCED LOAD MEAN ROOF HEIGHT - 25' PLATE STRESS INCREASE: 60.0E LUMBER STRESS INrvv4RE: 15.0% EXPOSURE CATEGORY _ C LOADING LIVE DEAD (PSF) PLATE STRESS INCREASE: 15.0% OCCUPANCY FACTOR - 1.00 TOP CRP 49.0 6.0 LOADING LIVE DEAD'tPPF) ENCLOSED HU/LDING. BTM CAD .0 6.0 TOP CHD 49.0 .10.0 TC DEAD LOAD = 6.0 PSF TOTAL 49.0 12.0 61,0 BTM CHD ' .0 ="I0.0 BC DEAD LOAD = 6.0 PSF EXCEPTIONS: TOTAL 49.0. 20.0 ` 69.0 4. pESIGN ROOF SNOW LOAD USE: A-B -14.1N 6-0 EXCEPTIONS: GROUND SNOW LOAD = 70.0 PSF B-C -20,8N 6.0 A-B .0 10.0 RAIN LOAD = .0 PSF SUPPORT CRITERIA a-C 55,7 10.0 (BAL,UNBAAL LD FAC= .70, .80: CONTINUOUS BETWEEN JNTS A & C SUPPORT CRITERIA • 5. FASTEN TRUSS TO PRO A CONTINUOUS BETWEEN JNTS'A 6 C FOR 72 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD LEFT RIGHT MOVEMENT OF WALL OR ERG. 0XPD ❑IN - 45X DIN.- 45K 6. FASTEN TRUSS Tp BRG C 1KQ19R SCSI P(LBS) M6101 M82ND FOR 75 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD TOP CHORUS MOviRIENT OF WALL Op HRG. A-B .70 68 0 223,4 -2940 7. FASTEN TRUES TO PRO ❑ B-C .70 68 C 2940 -2234 FOA 145 LBS OF UPLIFT, BOTTOM CHORDS WHILE FERMI TTTNG NO UPAT4RD A-D .53 68 T -2234 -1117 r'EVEMENT OF NALL OR BRG. RobMne Enpina.ring,Inc./Onnn4 P:ua•-0 1896-2002 version 13.n.008 Enpineeanp'Portrell ei 1a/03 T 12:.13 P1;1 Paget • 04/14/2023 13:12 5188851041 SARATOGA LUMBR TRAD _ PAGE 09 n°`_" Quart Type Span P1-Hi Left OH Ri R5099 R6 qht OH C�;ginrrrir:j, 1 VI, 51102 3.836 0 0 BERNARD C-Q R5099 • 3.83E '3.41 i fir,r,= 11-10 {1. (1 ' 3x4r- ` � •Ti � I `ii _L... ` 2,0111 L 77 1 ��1 i ._1;1 ,,, I� : 1, d jl,�. II � ,,.� �I t , "�r Iidi;III,.JI �t ?.1�t i d : � _.. t'•.1::;1 1� �I r:'1){r I •' jai t��„•� • • EP 2-11-9 TC 2-11-9 S-11-9 ' BC =1149 - .. .._�.41EP 1- 2-11-9 5-11-2 ALL,PLATES,ARE LOCK2D ..._ Scale:0.740"=1' ' Robbins Enginss.cing, Inc./On11Ae Plus' APPROx. TRUSS WEIGHT; 20.3 LBS Ozllino Finis -- version 13.0.008 LoAD CASE 03 WTtao // RIDGE A RUN DATE: 4-14-03 LUMBER STRESS Ito 60.04 B-C .20 27S)7 C�R C20 r(Las) M@60 M--671 PLATE STRESS INCREASE: 60.0% BOTTOM CHORDSS605 671 CST SIZE LUMBER 1.15FR LOADING LIVE DEAD (PSF) A-D .15 26 T -571 -335 TOP .20 2% 4 3PF-#2 1510 TOP CHID 49.0 6;0.'.. • D-C .15 26 T 335 671 BTM .15 2% 4 SPF-#2 1510 BTM CBD • .0 6.0, 108E .09 2X 4 BPFs-STU 759 TOTAL 49.0 .'.12.0 61.0 WEBS REPETITIVE MEMBER INCREASES: EXCEPTIONS: D-B = 345 C FB 15.0% FT .0% FC .0% A-B -20.0N 6.0 DL+I.L DEFL = .02" IN A-B El-C -11.9N 6.0 LL DEFL < BRQ-SPAN/350 LATERAL BRACING: SUPPORT CRITERIA SPAN/DEFL (DL+LL) = 999 TOP CORD CONTANODV9 CONTINUOUS RETWEEN JNTB A 6 C BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. LOAD CASE #4 WIND // RIDGE R PLATING TING CONFORMS TO TPI LUMBER STRESS INCREASE: 60.08 BBIN PLATE EEVARING WITH STANDARD LOADING PLATE STRESS INCREASE: 60.0% GRIPIB9 ENGINEERING. LUMBER STRESS INCREASE: 15.0% LOADINGUIN BASED ON SYPTEST METHOD. PLATE STRESS INCREASE: 15.0% 49.0 DEAD (PSF) USING G- 20 AREA TEST METHOD. TOP CUD 49.0 6.0 PLATES - 20 GAUGE LOCK LOADING LIVE DEAD (POP) BTM CHP .0 6.0 TOP CAD 49.0 10.0 GRICI 5101550 PSI FBA PAIR TOTS 49.0 12.0 61,0 INCLUDES 15,08 INCREASE BTM 080 .0 10.0 EECEPTxoN9: TENSION 1339- 465 PL1 PER PAIR TOTAL 49.0 20.0 69.0 A-E -11.0N 5.0 ' SHEAR 784- 506 PI PER PAIR SUPPORT CRITERIA B-C -20.5N 6.0 CONTINUOUS BETWEEN JNTS A & C SUPPORT,CRITERIA•:^: .;,.... .17 CONTINUOUS BETWEEN JNTS A E C A 200E PLATE3.00 4.SI00 X X LOAD CASE #1 WIND FRO% LEFT • 00E x 4.00 7.5 C.2 • PLATE STRESS INCREASE: 60,04 LUMBER STRESS INCREASE; 60.0% C 3001R 3.00 x 4.00 2.2 3.2 LOAD CASE #5 VNBALANCEO LOAD C 2003 3.00 x q.00 7.5 3 • LUMBER STRESS INCREASE:. 15.0% 0 1001 2.00 X 4.00 CTR CTR LOADING LIVE DEAD (FSF) PLATE STRESS INCREASE: 15.0E TOP CHD 49.0 5.0 LOADING LIVE DEAD (PSF) R - PLATE IS ROTATED BY 90 DEG BIM CBD .0 6.0 TOP CHD 49.0 10.0 TOTAL 49.0 12.0 61.0 BTM CHD • .0 •10.0 REFER TO ROBSINS ENG. GENERAL EXCEPTIONS: - TOTAL '49.0 20.0. 69.0 NOTES AND SYMBOLS SHEET FOR A-8 -20,BN 5.0 EXCEPTIONS: B-C -14.1N 5.0 ADDITIONAL SPECIFICATIONS. SUPPORT CRITERIA 5-C 55.0 100 :. 5-C .0. 10,0 NOTES: CONTINUOUS BETWEEN .INTS A S C SUPPORT CRITERIA CONTINUOUS BETWEEN JNT9 A 6 C 1. TRUSSES LUMBER TRARED ER - LOAD CASE #2 WIND FROM RIGHT SARATOGA ANALOG IS USED.S LUMBER STRESS INCREASE: 60.0B LOAD CASE #6 UNBALANCED LOAD 2. EMPIRICAL ANALOG IS PLATE STRESS INCREASE: 60,08 T 3. Nino LOADS - ANSI/RSE 7-99 LUM83ER STRESS INCREASE; 15.0Q TRUSS IS A S DESIGNED AS A LOADING LIVE DEAD (PSF) PLATE STRESS INCREASE: 15.0% TOP CND 49.0 6.0 LOADING LIVE DEAD (PSF) MAIN WISP-FORCEZONE LOCATION CTION BTM CBD .0 6.0 TOP CHI) 49.0 10.0 WINDON EXTERIOR TOTAL 49.0 12.0 61.0 BIM CND .0 ME ROOF - 90 MPH EXCEPTIONS: 10.0 MEAN ROOF HEIGHT - 25' TOTAL 49.0 20.0 69.0 EXPOSURE CATEGORY - C A-B -14.1N 6.0 E%CEPTSONS: H-C -20.8N 6,0 OCCUPANCX FACTOR. - 1,D0 • A-H .0 10.0 ENCLOSED BUILDING. SUPPORT CRITERIA B-C 55.7 10.0 CONTINUOUS BETWEEN JNTB A 6 C SUPPORT CRITERIA, TC DEAD LOAD 6.0 PSF CONTINUOUS BETWEEN BC DEAD LOAD = 6,0 PSF JNTS A 6 C 4, DESIGN ROOF SNOW LOAD USE: GROUND SNOW LOAD = 70.0 PSF LEFT RTBHT RAIN LOAD = .0 PSF GIRD DIN - ARE . DItY - 4SX (BAL.UNBAL AD PACs .70, .80) MEcffiR car P(LBS) MQ16T H@2ND 5. FASTEN TRUSS TO BRC O FOR 7H LBS OF UPLIFT, TOP CHORDS WHILE PERMITTING NO UPWARD A-P ,20 27 C-. 671 -605 MOVEMENT OF HQbbine Enpinsarinl)•Inp.IOn161c Plus*"QA t&1fl-7p02 Vwsion 130.0D4 Enp'nserinp-Po.hell 4114413 4 1e:14 PM papa) W.ALL OR HRG.