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2003-956 (2) ­01 G.F.L . Metal Building Sales {Glens Falls Insulation Co.} 506 Queensbury Ave. Queensbury, NY 12804 Office-518-793-8254 Fax --518-793-8290 Thursday, July.24, 2003 Mr.. George Sicard Georges Boats. 19 George Street Lake George, NY 12845 New Metal Building, Queensbury Ave. Size of Building: 80' x 120' x 28' 3" with a post, 25' clear. Design: MBIVIA, IBC 2000 and NYS, see detail sheet enclosed. Design Loads: 701b G.�Snowload, 151ki. Wind Load and a One lb. Collateral load. Endwalls are: LEW-post & beam, REW is expandable. Bays: Four @ 30° Roof and Wall Bracing: Standard unless noted. Roof slope is One on 12". Gable. Roof material: 24ga. Galvalume- Standing Seam. Wall material: 269a. Architectural Panel Insulation: Roof-R=19, Walls, R -13. Accessories: Two- 3' x 7' personal door with mortise lock set.. Framed Openings: 5-12' x 12 and one 14' x 14'. Special material or features:4-12' x 12' PO installed, but are sheeted over. Special conditions-none. Freight on 98440lbs. delivered FOB to job site. Erection: Not-Included. Concrete :Not- Included_ Capital Improvement-Yes. Terms: TBD Delivered Price is$79`1695.00 Thank You, t Jim Minnick Celebrating 50 Years of Metal'Building Sales G-F.L Metal'Buildiug Sales (Glens Falls insulation Co.) 506 Queensbury Ave. Queensbury, NY, 12804 Office-518-793-8254 Fax -518-793-829'0 Project Design Data Criteria Monday, July 21, 2003 Name of.Project: Queensbury, NY 12804-76'12. Building Code: 200'018C and NYS code. Classification of.Building: Buildings and other structures except those in categories'll, Ili and IV. .Exposure (terrain) Category: C, Open terrain with scattered obstructions. Roof Live Load:.50 psf Permissible Live load Reduction: NO. Roof Exposure:Condition: Fully Exposed. Ground Snow load: 70.0 psf The Conditions: Unheated Structure. Basic Wind Speed (3-second gust): 90.0 mph. Open Condition: Enclosed. Short Period Spectral Response Acceleration, S(s): 35.5% Spectral Response Acceleration,- S:(1): 10. ' 0 Site Classification: see code for.'description. Uniform Collateral Load on Roof and-Frames: I lb. The Metal Building that has been quoted in the proposal has been designed around the above information_ JIM Minnick Thank you very much for your business G.F.I. Metal.Building Sales (Glens Falls Insulation Co.) 506 Queensbury Ave. Queensbury, NY, 12804 Office-51.8-793=8254 Fax -518-79&-8290 Project Design Data Criteria Monday, July 21, 2003 Name of Project: Queensbury, NY 12804-7612. Building Code: 2000 IBC and NYS code. Classification of Building: Buildings and other structures except those in categories 11, 111 and IV. Exposure (terrain) Category:.C, Open terrain with scattered obstructions. Roof Live Load:'50 psf Permissible Live load Reduction: NO. Roof Exposure Condition: Fully Exposed. Ground Snow load: 70.0 psf Thermal Conditions: Unheated Structure. Basic Wind Speed (3-second gust): 90.0 mph. Open Condition: Enclosed. -Short Period-Spectral Response Acceleration, S(s): 35.5% Spectral Response Acceleration,,S (1): 10.4% Site Classification: see code for description. Uniformtollateral Load on Roof and Frames! 1 lb. The'Metal Building that has been quoted in the proposal has been designed around the above information. 'JIM Minnick Thank you very much for your business 22-141 50 SHEETS e1� 22-142 100 SHEETS (40-AWPAD' 22.144 200 SHEETS t19c-M8ZI AN`mgsm l anyLmgsuaanagOS; . ;� .> � �anairWsa�ast , oo� j I . . -------------- f I I MSl� . 01Harrd 8 314'X2' 02 a�a 10 Y4'X2V4' 03P 44 1ltYX? m m .. FB FB i8 F9 FB m A m FB Fg FB ` iB F6 25 m m L � 9 z F FB u R y 4M` 409TORIOGE . QTOMW. 900 OUT TO OUr OF G RT LINE RIGID FRAME CROSS SECTION CS-01 kamelhias2.5 Lrgoft-: amaFECE➢?OFa amcui9filt�F.oaOBttt,wFiwttl+uA 94" SCAtE: MOVE WE n k R�evwcasmxmw am Fa mONY 12 .�=eSmbkke. uFaaaFa.Far mot Setupt)Bta . mowsy.. 506 Qwmbury Ave, !� �+.�s wear a Geape Psrt1 Qumbury,NY 12804-7612 "typical Frame." CaRc wKTo o I 0 I m I • p o I 1, x , � 2P4 2OD wo I' III 21YO Q Q Q n R64T SMALL$HEETINOPLAN 80D(OUTIOUT OFGIRT LINE) 11 RIGHTENOWALI II"jNOAT,,,,WLINE 6 vanaaswmw snEgyrtro nFarAaEuSgNEkArip Wnv �E�ae w0E Gm aE eca are oRw%TO P [ae�nao�wa�swcxacs�vrdwyq+rocue+r�nox.o-r,�cu�um,u� mane ECAtE: NONF-DATE NcdM M4.E,AI9,ddtl.9H0aMA0HI9tWFCNAER6�a'tttd16YNEF@VE9BIfallpi J} rowrmra�sustraacasmcuuwraume»�s.�aeaw+osan�pnw mwcw,a rom «"Nm ueratYNY13HI J9II1PSM1 ck DZJOCCWAW onof Oe 506 emb Ave. �a�m �.�„� Que ary . , 10,v eo Mat pal i Qwembury,NY 12804.7612 RkV CAP is XAP.ILeIeG - .wkcw .� RWE TRW . 17 OWN I I f I _ Neh:eNDNa19Md6EF•19 - - .. :TAR TAx '20D 2W 2M LEFT ENDWVALL SHEETING PLAN ( SOD(OUTWOFOIRTIINE) LEFT ENOWA1l FWINOAT FWi UNE1 agacws4wanaeawAwl vEsnER(arro 'arloN aiwerZOMcwwro+ w0E ocu a,E Pus ar£ OR."wk e� aaxoMnnrnaaweu�aamacraoaaem crma SGYE NONE OATF• q rauarnwscaamuA 'Oabensbuy,NYt� �... NwanetaavrredNhxoeeaoroanEPsauraamurearFexvrera proamnrmcrcx ywae, mam JameSMiTmick u4wrNOrMgUt�&Ef9aca&MCTa+.A�+uCVYR,�.pga�ru+Na45.oilERL Ilaw+�C�¢ u,,,l.,Pu+ AIUIX.wW5A0MA>tiy+Pk55Mi�pfDfgt5lQiRR OSEBYAM3d>w IlrwPowtatr WtDPt e18 [(1L p eWAA9tticwt - it�w�.aaasr ramw& s S,5..06QucensbUfyme. r� Queensbq,NY 12804-7612 r Y MIECHANICAL 60' 60° INSTALLATION' a less or less Tag Approximalsly Approximately Tag Une '/a truss length '/. truss length Une Truss spans less than 30'. Spreader Bar Toe In Lifting devices should be connected to the truss top chord with a closed -loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the Toe In weight of the truss. Each truss should be Stronpbsck/ ` Spreade r i t 0' , . _ZL I'^�--- set In proper poshion par the building designer's framing plan and held with i Approximately the lifting device until the ends of the �" Approximately %to V4truss length � 1/::to Y31russ length truss are securely fastened and tempo - Less than or equal to 60, rary bracing is installed. Greater then Go' Tag Une Spreader Bar Toe In Toe In Approximately 1/2 to %truss length Tag i Tag Une Strongbacki i SpreaderBar 10,110. At or above mid-hetght I , Approximately J i5 to �', truss length Tag are then.80' GROUNDBRICING:BUILDING INTERIdR G10AC1iG• 5.DMGI01� 2X I2 faAFTM - ��II��IIII�� . � I • r �IIIIII) � f � � �muu1����1�i>•1� Zic 8 K 10• Zx6 x IZ; 3-1:y4ux I I'Ig k ) Zo Zxe 3-1 4x It�g" III \ l a xa X, Tom, P6'Qr 0 faw... — ZX4 PJe4,1Ns C� Z'-O" O,C Z x Co P.b� Lbw '% TDP of LIA-15 G.I.tP —PP o� LyL'S (Wl� ram) 10 IDA oN - v'= Os -a5 gvt5. X 6v r?kji Lg- V-4-Y-S LA,01Dt— - a ISC.- F1 Ec.>I✓ - P2 , `T'7"D, -�. r■�■�iltl,!!!!■!■■�!1■!!■■■■!!■!■■tlii►'l,t,�■�i�■�■ice ��■III!! �i ■MI■! 11■E■IIINS INN V men HIM — M!!NM! FINE! IMMMMIMIM IN IMMUNE IMIMMMMIM ME _HIM MIMIMMMM HIM ®IMIMIMMMMDIE ■®� _ MEN IN MW;:- DIE • s ®i ONE - END■ � r - ■�� HIM• HIM MW NCI! NINE HIM HIM r.: WE I r, a i ; W: TS T T ■!!■I!■!!!!■■■■■!■■!1■■■�!■!!■.■■Sid\�\�i�►�`1►� \!!\► 1' �62 - 2 to PrrTs (sG-EMI ' 4 �X CrA- .::E44 ix� o_uL _ vsss ors _i zx � -S rg-, .JtD G 'rF.US= S -SWfi e i V-0or- p►srZl-1 o,G I � i I,iJ-- dEXTIK ;�4 7._ 1� IF r!1 8 N 00 00 U� oC '^ M �+ 1 N Q 0 Cn Nib4k�P._ --j-O l3E •S'6p °� o -MUse. T' 1Z&C IA4 4t4.0 4415 -q) L7 a - �►l�.�Y sl'-��r gY -r>z�ss �� INsTI� v� Z x C.". i7-1eu> . "LT wu>De2.S—00yee-, PIE,GE 40 (12 , 7TD, Q - - -6� Dew L Sheet TRUSS INSPECTION AND INSTALLATION NO BEFORE USING ANY TRUSS (ROOF OR FLOOR), CAR ILLY EX! AMINE IT FOR POSSIBLE DAMAGE TO THE LUMBE OR THP TRUSS PLATE CONNECTIONS. OCCAISIONALLY DUNG SHIP- ,_ of PING OR HANDLING, A TRUSS PLATE BECOMES LUMBER IS DAMAGED. IF EITHER CONDITION IS DI DO NOT USE THE TRUSS AND CALL NORTHERN D 747-2200) FOR CORRECTIVE MEASURES. IF A DAMA ISUSED, NORTHERN DESIGN DENIES ANY WARM CHANTABILITY AND ASSUMES NO RISKS OF PROPE OOSE OR OVERED, IGN (518- D TRUSS OF MER- RTY DAM,s ® COPYRIGHT -WARNING ONLY AN AUTHOROED, INDEPENDENT BUILDER APPROVED BY NORTH- ERN DESIGN & BUILDING ASSOCIATES LTD. IS PERMITTED TO USE, THESE DRAWINGS. NORTHERN DESIGN & BUILDING ASSOCIATES COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTEND- ING TO THIS ORIGINAL AS WELL AS ALL MODIFIED DERIVATIVE PLANS. Project AGE OR PERSONAL INJURY TO ANY PERSONS. ALL SHALL BE INSTALLED AND BRACED PER TPI HIB-91 SHEET INCLUDED WITH THE TRUSS DELIVERY. TRUSSES SUMMARY BUILDER AND{OR OWNER MAY NOT PERMIT THESE DRAWINGS TO BE UTILIZED BY UNAUTHORIZED PERSONS FOR CONSTRUCTION OR SALES PURPOSES, NOR PERMIT THESE DRAWINGS TO BE REPRO. DUCED OR COPED, EITHER WHOLLY OR PARTIALLY UNLESS AUTHOR- RED IN WRITING BY NORTHERN DESIGN 3 BUILDING ASSOCIATES, LTD. -' . . , PLUMB 1 I I I Truss INSTALLATION TOLERANCES D(in) D/50 D(ft) 17, 1 /4" 24" 1_2'L_2' 36" 3/4" 3' 48' 60"_ I- 1-1/4" 4- _ 5' 96" 108" LMser Of L*Worr eow Depth I I .. Leasst d 0(in) ±y." L/200 or 2' I Lesser 01 D/50 or 2" Maximum Plumb Misplacement Line L(in) L/200 L(1t) 50— -?L4" ... 4 2 100 1 2" 8 -3' 12.5' 150 3/4" L(In) L200 L(11) 200 ill 16.7' 250" 1-1 /4" 20.8' C l.�A� 3 SAS �TYf�-) STIUl-s T'(pv-� I \A4 _�'rr---TRelss_-Dltti.Cs►Rakt`'1 - I i ' AL sates �APrC &T �-e s z TeJs55-s a PZ Z O c a W cc -�.:�� j�. ► c. ter.• • I,� 6Wel* AT641 A-f gAe-A+ 1514D l • .1z Eli g N N n • 00,00 o0 V� ._DIAe1RAM A" I � w A zz 0 1� a v■ ■vv� of ® COPYRIGHT - WARNING Project ONLY AN AUTHORIZED, INDEPENDENT BUILDER APPROVED BY NORTH -ERN DESIGN & BU!L0J ASSOCIATES LTD. IS PERMITTED TO USE NOTE: THESE DRAWINGS. NNORTHERN DESIGN a BUILDING ASSOCIATES COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTEND- ING TO THIS ORIGINAL AS WELL AS ALL MODIFIED DERIVATIVE PLANS. TUOM TO MAT IUAt 4 LIST MORE BUDDER ANDAR OWNER MAY NOT PERMIT THESE DRAWINGS TO BE UMMAnON REGARDING 'TERLAL UTILIZED BY UNAUTHORIZED PERSONS FOR CONSTRUCTION OR SALES PURPOSES, NOR PERMIT THESE DRAWINGS TO BE REPRO- f IAOC,ATIONS DUCED OR COPED, EITHER WHOLLY OR PARTIALLY UNLESS AUTHOR- IZED IN WRITING BY NORTHERN DESIGN & BUILDING ASSOCIATES, LTD. FASTEN 5(DlN41rW(TA to "�ws I FLATe.-,�_ M6(6 ME. t r r t N 0 T I C E LEVER HANDLES REQUIRED ON ALL PASSAGE WHETHER INTERIOR OR EXTEMOR DOORS FILE �,�PY rASTEK gocFi m4 w rm z" �(.�eWs U(IR a 9tb5 FOUR PAR PANEL 1zGW ___ W Fill 1: (�npy ah� � _ PA& Nil mm�ents shall i uu Lie F s 1 to are in full thfe'L'JidillyCodesof TOWN OF QUEENSBURY BUILDING & CyDEQ DEPT. Reviewed Y. Date: !/ 1; t1�L.41C�.T1T 10 I E1.-5 - 120 ReAgID.— .0 L 49:. ATE A5 d RE-30 15-C 04#JgG'R. fcr - 101 to RC o- NOV 0 7 ? W cc 0 IL 0 W Z a us C 0 D U p H v1 8 N v 00 00 U� o� N >i � z a v y v a DO W sheet Iof mmm� © COPYRIGHT - WARNING project # ONLY AN AUTHORIZED, INDEPENDENT BUN-D_R APPROVED BY NORTH- ERN DESIGN S BUILDING ASSOCIATES LTD, IS PERMITTED TO USE THESE DRAWINGS. NORTHERN DESIGN d DEP BUILDING ASSOCIATES "rez An COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERi2,. LAW EXTEND- ING TO THIS ORIGINAL AS WELL AS ALL MODIFIED DERIVATIVE PLANS. fc BUILDER AND/OR OWNER MAY NOT PERMIT THESE DRAWINGS TO BE r �� UTILIZED BY UNAUTHORIZED PERSONS FOR CONSTRUCTION OR SALES PURPOSES, NOR PERMIT THESE DRAWINGS TO BE REPRO- DUCED OR COPED, EITHER WHOLLY OR PARTIALLY UNLESS AUTHOR- IZED IN WRITING BY NORTHERN DESIGN & BUILDING ASSOCIATES, LTD. r a44R,Lr= l:4P �1 ST ilk'" ems) - 42x S &4cr. To +t vl-r 7tv sS ATTACH T.7 f-%ST) E--- ots Po G-T &n-t O v 5.t'03U- �.��' 10'•0�� to tee Lot-O`` q1 1op2 - -O I �p� _ CIRTS_� 51DING Tt-t15 SIDE i -� POST) PLAN --- ?0,4L : �bII;1'011 GIRTS 4 SIDING THIS SIPE 0 J ks"TO CENTER 2x$ SPACEK &0495 ML TI*004K Toy° '2x 12 ` 24 "o. G. _ INPUT DATA: _ ( ; I•� I.� ��� i.i , e Ground snow load = 0.0 psf Type of Roof is Hip r Gable Roof slope angle = 1 .4 Deg. I• I , i f, �',�I \N 1`1 0 Importance Category = II e l..lQTE Exposure Category = C Structure is Partially xposed � Hal SPL1 C1 NG Roof thermal conditi n is Cold Roof 2x 1216) del L`f :,, Roof is Unheated OtA E S P L I CL _- Roof surface is slippery 45 - h Isr I S LL_Q1AC_ _ FACTORS: ---- --- 6 = Z A S Y aW F- t W L 5EaC mLy ImExposure factor(I) ) 1.00 00 Thermal factor(Ct) _ .20 Slope factor(Cs) = 0. Unit weight of snow = 23.1pcf Ground Snow Load = 70.0 psf $x MUST IWY.X'6 SNOW LOADS: f-I&I L TO COLV H t� - Gable or Hip Roofs. Balanced Loading: Uniform load over ent re roof = 53,1 psf Unbalanced Loading: No load on one side ol roof. Uniform load on other side = 71.7 psf f Tom! IND LOAV : `lo ti rlf 5EI-710N SCALE 3/44=1=0" SE2LON SIMILAK TO ABOVE CxGEP"r l4F:ADIER6 ARt< -- 5 I/� — - 2.xI2 5/P/r AND FO5T5 ARE 5OU D G Y4, 4 12 7-Zx4 T+�K-EA,,T��E�.�t►DS�05FACIA '2x 12 0V ER _x x1,2:N�DER Qr 1 2X-112 H DR 7 '/Z 2x6TKFATED 5U5FA5QA Z4 CA• METAL. 9C1DF1N4 ?x+ PURW NS 2A- o.0 . 12 I 71v2 RATERS 24 0•C• Z Z X G SWAY SaUe.'$ CUT MM I Z STICKS (4 \\/ rr4 ZX40 R"i.C"I I-kj ZeTV9E�1 q SaS ZxID SNOW8Lr7CK -0, C" N OF TL.'lls5 --- . T=' 0" 05 ritQ - _0�2 uD9 I rL' a I j .--2x 12, 44 H *JAI LEM To PDST-------�— %/4+Wd t�lo�E P.i�i _ Na RAIL TOO POST 2x�x~t2sT a PT- DI,a,KS GAP SCUD 79FATED 5 Y R P _ _ 2C114n 4V'f�SID�• -OF P�ST"f7� d1,ST- 05FVVr X OMME 4 of FbsT { �i i _ 6 x $_ TREATED . '�2!�T5 -a 10 1 0" 0,G. • A �� i71►�rar t.� ♦ r � r2 Y ID TR,FrtiTt'U . SKI PIT 1 AKO d' 172 &WAS. __1=K4* r FN EAO-WPOen- HOLZ Y L ' -P x S 41, X I.2"cc Ex I'l?�1?"Fi9vio-, R rE 1.01 ALA, - SEplc� M4WT$ 4 ate? - tK +-144 CAW SFIRAt.. tL5 Rc FA. U10 TREATED SIU 9r 5WD Al it !I - of PME ililt I I CE6 �ApJw;. 5ECIIQN SCALE 3/4 z f Q„ )41 WL5 N1WWTD 5M*b .M GAW 5PIKAL 4__�Lk� IM -e?VIF WM5Ei� TO- 5.5-5P(RAL OP, - X1K(� iDNOT USE CMWW ,tL-e;�961t- FW 11 �IPI NC-4 A' tvrr( lI II s Nov U 7 2DD7 ® -COPYRIGHT - WARNING O LL. f� W Z C7 W fJ O Lt.l Cl) 64 F- 0 c a U Lr) OL NZ 1�z1 C1C O IG•OI' �` �� .. O d due Z% ONLY AN AUTHORIZED, INDEPENDENT BUILDER APPROVED BY NORTH- ERN DESIGN 3 BUILDING ASSOCIATES LTD. IS PERMITTED TO USE THESE DRAWINGS. NORTHERN DESIGN S BUILDING ASSOCIATES COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTEND- ING TO THIS ORIGINAL AS WELL AS ALL MODIFIED DERIVATIVE PLANS. BUILDER AND/OR OWNER MAY NOT PERMIT THESE DRAWINGS TO BE UTILIZED BY UNAUTHORIZED PERSONS FOR CONSTRUCTION OR SALES PURPOSES, NOR PERMIT THESE DRAWINGS TO BE REPRO. DUCED OR COPIED, EITHER WHOLLY OR PARTIALLY UNLESS AUTHOR- IZED IN WRITING BY NORTHERN DESIGN & BUILDING ASSOCIATES, LT? A E--+ rI1 g N Oo U� rO �1 N � z z Ao a C4 I� °0 o Z P! o a `raw] A Sheet 2 Project 334,2--,- r A tlo• �. or less Tay APP► o ApproximatNy Tag Una '/. truss length %truss length Une Truss spans less than 30'. LIM the - - - - - ---- -- Spreader Bar attachment utilising materials such as slings, chains, cables, nylon strapping, Toe In Toe In etc. of sufficient strength to carry the Spreader Bar Toe In Approxbnatsly •/a to % truss length Less than or equal to 60' Tag Una Approximatsly I/* to.%truss Ieryth Less than or equal to So' I . 11 ..% 11 �; Z,412 NAl LEV. 60S- t;-C�AIL- -t x 4 CoIZTs & e'o 0' ( ; weight um truss. Each trues should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the b.u� w•w �wwu•wly ��Nwwwd wwd .wwww- Strongbecid sproadrlydar t 0. Too / Line ftongbaclU Spresder8w, t c At or above mid-he1gM Tag Oteder thttt4 LJ..e . t , cut o r'F 1'kU SS -rAL 2X I2 (ZAF Tom• - 56TT 7-06 E TH CR• 1 �r 0.4 NO ZIP Z 8 }c la A I Z ),& 8 x 12' I 3-I�4u 11'/$' X 7, LVL�S Zxe 3-11/41ix 11�$'' x Zo` a X5 1e, TrD. POGsT' I I L I �t'rr.r•. tn►. M ll w.�lr.• vim II LJ Cues • y O kv% �e-I.il-s C.10 - Zx lQ ?,d►c� J,b.c�62 `1"o T�1' rF Lyl's 4aAp -Top or WL'S 1 -OT fi -tom �s ALL 717-USGE-S C� SaTe) 2,•oa Do 8&_e DS - o s al+✓c-D moo'-o b5 -cis 4s4of¢,s { 1 _ 2 X �o ► V501 L'T 'Gi l✓1�r-_ Oro Po_ -rrn I —� Zoe-e as -c7> I,4Da3' r LI rI r Tr r r L r r L r r J r L J r IL i J IF L J _ L _J r r IL_ 7 r L r 4 r L 1 IF L r J r L r L '1 J r - r L r L - L L • L L L - L _ 0 ?T L i r INr L �� L i IF 11 0 +�1- r'• � L L L I 17L(v i . r I L r I ` �- r• —r L r ` r -r r C� r IL r - -r L '' 11 L IN r L '1 r IL '( r L t J r L IF L _ J �r L L -t r L � N r L r L - I L 7 J V IL r J J r L r ` r L 9 Ji IF r L 1I J L. r L r J J � r L I .J r r L .y - L r r r "1 _J �- L - - r r - J Ir J r .J _ r r L 1- r I L _J J r L r r— 6< o�f 110'js5-r4.iL• � uPP6e, Z".1 4 A-o por R ZK4 CVt-K) iu2w"s a it s-o" o.G . 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IF EITHER CONDITION IS DISC ERED, ® COPYRIGHT -WARNING Project DO NOT USE THE TRUSS AND CALLNORTHERN DESI N (518-oNLY AN AUTHORIZED, INDEPENDENT BUILDER APPROVED BY NORTH 747-2200) FOR CORRECTIVE MEASURES. IF A DAMAGE TRUSS ERN DESIGN & BUILDING ASSOCIATES LTD. IS PERMITTED TO USE IS USED, NORTHERN DESIGN DENIES ANY WARRANTY C F MER. THESE DRAWINGS. NORTHERN DESIGN & BUILDING ASSOCIATES COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTEND- ING TO THIS ORIGINAL AS WELL AS ALL MODIFIED DERIVATIVE PLANS. AGE OR PERSONAL INJURY TO ANY PERSONS. ALL TRUSSES BUILDER AND/OR OWNER MAY NOT PERMIT THESE DRAWINGS TO BE SHALL BE INSTALLED AND BRACED PER TPI HIB-91 SU AMARY UTILIZED BY UNAUTHORIZED PERSONS FOR CONSTRUCTION OR SALES PURPOSES, NOR PERMIT THESE DRAWINGS TO BE REPRO. SHEET INCLUDED WITH THE TRUSS DELIVERY. 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