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1991-587 '4F‘ CERTIFICATE OF COMPLIANCE' TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK Date Decernhpr 1 R 19 al This is to certify that work requested to be done as shown by Permit No. 91-587 has been completed. This structure may be occupied_as a 11T-z- barr nrA s+T—g- Location °92C c- -a4-e Route 149 Michael A. Barber Owner By Order Town Board TOWN OF QUEENSBU1Vi ei2 -/- Director of Bldg. dc Code Enforcement 4 ; / / a g BUILDING PERMIT .. TOWN OF QUEENSBURY No 91-587 WARREN COUNTY, NEW YORK _ PERMISSION is hereby granted to MTCHAFI A_ RARRFR c.. cs 1 1— OWNER of property located at Route 149 Street, Road or Ave. i cI. in the Town of Queensbury,To Construct or place a BARN at the above location in accordance to application together with plot plans and other information hereto filed and approved and in compliance with the Town of Queensbury Building and Zoning Ordinance. 1. OWNER'S Address is RD#1, Box 3229 Lake Geroge NY 12845 s 2. CONTRACTOR or BUILDER'S Name Cr. self 0 3. CONTRACTOR or BUILDER'S Address = gu el Z 4. ARCHITECT'S Name 5. ARCHITECT'S Address 70 0 C c-h 6. TYPE of Construction—(Please indicate by X) 0 -- - -- 1- ( )i Wood Frame ( ) Masonry ( )Steel ( ) to 7. PLANS and Specifications No. 20'x38' Barn as per plot plan, specifications and application. 8. Proposed Use Horse barn and storage co $ 50.00 PERMIT FEE PAID —THIS PERMIT EXPIRES August 19 19 92 (If a longer period is required an application for an extension must be made to the Building and Zoning inspector of the town of Queensbury before the expiration date.) Dated at the Town of Queensb r 19thi ©ay of August 19 91 SIGNED BY ,( ) for the Town of Queensbury Building ' Zoning Inspector • TOWN OF QUEENSBURY 411,111111111111114'. REVIEWED BY: -� . Go s ri*1 FEE PAID: (4)1 cl? G) o PERMIT NO. : Cl`— 5 g 7 . . TOWN OF O'IE.E66,0 , ., BUILDING PERMIT APPLICATION art S Stb_ i1 J A. PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. NO INSPECTIONS s • '° :E E ULLTWAL APPLICANT HAS RECEIVED A VALID BUILDING PERMIT. 1 AUG 15 All applicants spaces on this application MUST be completed and the signatangb CODS DEPT. applicant MUST appear the reverse side of this a plication. * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * Owner of Property. _ G ���,-mil :,_ P.O. Address: A' / f-g 'Wei/ 3c) a- PHONE —/CJ'cf-v Property Location: A---- / 9 Tax Map No. �6/ // / .j Has there been any split of this property since October 1, 1988? Yes No L • If yes, Planning Board Review is necessary. Subdivision Name, if applicable: Lot No. THE PERSON RESPONSIBLE FOR SUPERVISION OF WORK AS REGARDS TO BUILDING CODES IS: NATURE OF PROPOSED WORK: * ESTIMATED MARKET VALUE OF THE nstuction ew building * CONSTRUCTION: $ 5(�� Construction to buildofning * Alteration to building * COMPLETE INFORMATION REQUIRED BELOW: (no change to exterior dimensions) * Size of Property: ft. x ft. Other work (describe) * Existing Building Size: • * . 2W ft. x �0 ft. * Proposed building - distance from GROSS AREA OF PROPOSED STRUCTURE: * property line: * 1st Floor ____2(;1.0 Sq. Ft. * Front Yarden ft. Rear yard 7o ft. * Side Yards /s-v ft. and 3-o ft. 2nd Floor Sq. Ft. - * If on corner, setback from side street- * ft. Other Floors Sq. Ft. (not cellar or basement) * OCCUPANCY INFORMATION: TOTAL FLOOR AREA: c260 Sq. Ft. * Primary Building - * One Family Dwelling Size of New Structure: ] ft. x 3 ft. * Two Family Dwelling F•-=.idation: * Multiple Dwelling/No. of Units Pie-/Slab/Crawl/Partial/Full (Circle One) * Business * Industrial No. of stories (Habitable space) / * - Other Height (grade to ridge) /�'j ft. * If residential , no. of families: * If ddition what will us be? No. of. rooms (excluding baths) : * No. of bedrooms: No. of bathrooms: * Accessory Building: _.- ____ Primary heating system: * Detached Garage - One/Two Car Type of fuel : * Attached Garage - One/Two Car No. of fireplaces to be installed: * „— Private Storage Building , Will a woodstove be installed?: * Other Central Air Conditioning: Yes No * (OVER) . I BUILDING PERMIT APPLICATION CONTINUED: BUILDING SPECIFICATIONS: Type of construction: wood frame, fire safe, etc. e/ / Will any second-hand or ungraded_ lumber be used? If so, for what? Foundation Wall Material : / /' ��ah Thickness: �(px'/�O ,�_ Depth of .F6undati on `'below r (to bottom of footing) : e �' Will there be a cellar?.' Heated or Unheated? p Floor Sq. Footage: 7� Will there .be abasement? � Will any portion be used as living space? s2e . ' ; ;; �� Sq. Ft. Typ of Use ,3 � , n /elm If so, what po�r`t'ron?� ? Q '� c Type of' Roof:' �"�'Sl:o.ped/`Fla /Shed Other V /� Material of Roof � � Size, wood studs 14 " x r �spacing o.c. ; length ft. Joists (floor beams) : 1st Floor " x "-; spacing " o.c. ; span ft. Joists (floor beams) : 2nd Floor " x "; spacing " o.c. ; span ft. Overlays (ceiling beams) : " x "; spacing " o.c. ; span ft. Roof rafters: " x 45 " ; spacing l / "o.c. ; span /25 ft. Roof trusses (pre-engineered) : spacin " o.c. ; span ft. Exterior Wall Finish: ,tom - of what material ? Interior Wall Finish: If a garage is to be attached, describe materials to be used for FIRE SEPARATION: Is there to be an opening between garage and dwellingf If so, will a Fire-Rated door, enclosure, self-closing device be provided? Will a flue-lined chimney be installed? Height above roof ft. Depth of chimney foundation below grade: ft. Depth of fireplace hearth: ft. in. Water supply - Municipal or private well : SEPTIC SYSTEM: Distance from any private well (including adjoining properties: ft. (A separate application is necessary for any repair' or new installation of septic system. ) (Th NAME OF BUILDER & ADDRESS: "2j7/ye,..4, VW _ PHONE — ) NAME OF PLUMBER & ADDRESS: PHONE NAME OF MASON & ADDRESS: PHONE NAME OF ELECTRICIAN & ADDRESS: PHONE DECLARATION To the best of my knowledge and belief 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 not, and that such wgis authorized by the o r. Signature >7r ,,re.g,-, -' . • i0wner, owner s agent, architect contractor SPECIAL CONDITIONS OF THE PERMIT: No. 61-e c vi c�3 S cvin By: Code Enforcement Officer \ . TOWN OF QUEENSBURY BUILDING AND CODES DEPARTMENT 531 BAY ROAD . QUEENSBURY, NEW YORK 12804 TELEPHONE (518) 745-4447 ' BUILDING INSPECTOR'S REPORT REQUEST FOR IiNSSPEC�T'ION RECEIVED LOCATION L /Y) DATE 0i /`1/ PERMIT 0 '7/ - 77 TYPE OF STRUCTURE 41,Y a-,-- , , 2i RECHECK APPROVED N/A YES NO FOOTINGS/PIERS - MONOLITHIC POUR FORM 7 REINFORCEMENT IN PLAC Fd. THE CONTRACTOR IS RESP NSIBLE FOR PROVIDING PROTECTI N FRO FREEZING FOR 48 HOURS OLLO NG THE PLACEMENT OF THE CINCR 'E. MATERIALS FOR THIS PUR'SS .'ON SITE FOUNDATION/WALL POUR REINFORCEMENT IN PLACE FOUNDATION/DAMPROOFING . BACKFILL APPROVAL ROUGH PLUMBING PLUMBING VENT/VENTS N PLACE PLUMBING UNDER SLAB ,, -- FRAMING: ✓ JACK STUDS/HEAD 'S BRACING/BRIDGI — JOIST HANGERS JACK POSTS/MA BEAM . HEATING ROUGH-I INSULATION: FOUNDATION 'LLS INTERI R- FOUNDATION ,BALLS EXTERI R R- FLOORS R- WALLS R- CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES REMARKS: 147.0 546 . 54 c,( / 6�-el 4- C(°.ce- 0-01- Veie,(44 t, , ARRIVE 1 / DEPART f V \-/WS PE TOR .. v�i. -� �i Y i - - = p or '9i,d9 a 1�JI _ _. .. • ;,y4am 6 ,i • ZoningAd ��AS‘tr rll _ O,4D ' - .F + r , + - ro or. ks9 7-E.( .G. .�ucK SEE 4- B.iVC//E 25 c.C.Z5E O l(/i1/. LrAI-E, I A 1 • 55g ( — / -/946 ` ) 2367/45? Ifl 4 •l0 - zo,to - i i.� . 42/ 58 / , . . , ✓�/- st+ f Jc , _ '- > �- \ -ECEC.0 •1 1j..° �toBEfr ku55E`L i E ,_EN _ //�6 /�NE�? ff . i�E I`_} Jam' �� -i r sC �,11. 8, z4ZA •�. .// i". - .7 1..,. _ :t �1'� 36- -1 - 11 3G-1- .zo o' - -�- I — - ._ . ' ,...4 ��� I { ^� f .,• c;}�..�.7 -50 -f 450-. 1 ' I ai AS , II t M al . • ' f .', r .- r O /lvevvv C.r 31 ..4A117E,s C4am.eNrS To 6za•KEr?.e.r 9`' lam' r v �! Y-�-23-190/ -1U i�-I 77 rc., s ? .60.5, �,E.e;�li 1•j oo . Wow4.r D & DONALID ek0t41)00 & .3. 6-i 8 387 ,• - /LO CgFF/.✓ - .r,^..Y�' ...,-s3d'-=•41.r 7 tvace,•,.a.r--&: :: �,.._ L.2R'N j 4 2/A/o ' ., • -I /—13-/1'24,- 1 /71/226„ Li i N '= d tlSSE G `i N i 7 :� , 9-/7-/9:0- // /3o3 - `'"-3'-2t'!I.?6 ;209////d' !I . . f'ili ' - . G9 ( I. ,' • . ' , ‘,..,'i LI;,:-',. ,1 ,,.. 1'F rr,. 7 \..) t�, p; -i;e �1�' ' ./jam•' • \\C\ - • :7!,-/ A) ) . jiin • x, (N. �G \ � ti,`; fj„t.Yt vhib . .,... . , • . Ajo,-1-- n'i' e , < Ci. ) - ‘,1/4. ,,4.r: ' it i ,_\ GLENS FA1 ... A�� 7. MINUTE SI • R _�' s cvw/1 °LEN: � • FXCEI.SIbR. t..��. .—/ • 610000 m,E. E)C:l. _LAKGEO �2 ----•- 1----_��.4a — - L —._- _ • - t 9i 93c.9 149 •� ''• , O� G F— 1 8 M rt i ' . N . ▪9Y9 •• • • ' •GF-21 �`�t-; -__•• • French Mo Laird. • �`%•l f� ;: . . ` '- ' ',' r.' GLEN LAKE • ' 'pit I:p. %., // . `• • i• � • /T�^ �r „ Af 1J'" N. ‘ / mot. / f 0-0 0 . / - � 4A • Fr:1 / _ O V ,Ui \C • • . � � : ••, J • � ® 'o t �r I I • -)A ��./ Y/ -- . - ParadiseBeBch"1,i, . �;, /7"/ f' / .< .7' ' ao.... E ` - . . / .. - V • a , . • i,` r 1 Yy v.% / / • yp ' �F 22 ' A POLE BUILD NG/MAC!141 1: cucr% i = WA ' A. _ V Or QIJFENSBIMlE 1111MMI Based on our compliancy oaf♦ not be cathe plans and IF11660M p fug compliancy ')'41 �!I r'tII - �Il lrlk i _ In ZlI � MATERIAL LIST Z j TOWN (rt= - au�l d 1991 FILE BUILDING & CODE DEPT. IWN OF 11 r1! R . QUEE SBURY lF`e%xw.-s TOP CHORD 2X6 SO. PINE #1 DEN KD BOT CHORD 2X6 SO. PINE #1 DEN " 2X4 CONTINUOUS LATERAL BRACING. ATTACH WITH 2-16D NAILS WEBS 2X4 SO. PINE #3 ,EXCEPT AS OTHERWISE SHOWN NO WANE OR LOOSE KNOTS SHOULD OCCUR IN THE PLATE CONTACT AREA. Note: 2x4 Continuous Lateral Buttom Chord Bracin @10'0" 1 required. Attach with (2) 16d nails (unless rigid ceiling is attached directly to bottom chord). I 7 X G 4X5 2 x 4 #2 j So. Pine 12 a4. o0 9 2x4 Continuous Lateral Bracing 12 _14 I 12 I GX8 12X14 m + 2x6x12" bearing block attach with 9-16d nails shim to bearing 7XG 1.5X3 Direction of elongated holes in square plates must be either horizontal or parallel with the chords. k 1G ` Y u ;.. Syt� 40-0_p Camber 3/8" @ midspan f- PLATE TYPE --REPINE SEON--225236 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR ,lillll"� I;I��,II '',If' f I II h�lilfll�Il�l I�11, � .�� - - �.. s� r . 111 I I'I Va Jr11 �] -� c' o o GENERAL NOTES FEE"Luca 'PEA►FICRITD10NE WARNING CARE IN HRN Ilj��ll �Nl tl I1 I�t C7 T55E5 REDUIRE EXTREME l 1I �� I) III �I'I n f ,, �I J� !} _ = kONHECTORS WE FOLLOWED ?.NU THE TR!155E5 BUTLi ]N CUNFOR!Ft10E AND aRRc OLING, ECTION jj I INC. SEE 'UT-76' , CBfnciw III= 1 IJi' /117d 1 '. j "OURLI TY CONTROL 11dYUQL' BY •T? �1 akljE 111 .:II �� 1,1� l i lyl Iy'' �' I t ,� I: II A' I(!r, r_:_7 o o �TPI , THERE SHALL BE NO TRUSSES: COMMENTARY RNO RECOMMENDATIONS)- 'G,P t '1'' I '! l \ YRRRRNT[ES OF'4IS DESIGN, EXP _S OR I"PLEC. P.LPINE .TPLSEE THIS OESI(i! FOR RDOITIOtFtl SPEC L 4 y, O � CONNECTDRS ARE MR#A;FACTURED FROM DRUGE SW._YANILED STEEL 6RRCIN'G R r IRE s `*t1�/C '„'iV, EOUiREMENT6. UNLS6 UTkfiiY[SE CHORD SHALL BE LR'ERALLY '�KtRCEO ��� O MI-ESS DTHERVISE s CNN, MEETING R'eOu:REMFkTS DF AGTM 9446 ,'fiOYN, TOP ;RRCCE P. RPPLY C,N E,"- S TO — ' F QuantitySize Description Board Feet 4 PCs. 8x8 - 22' Treated Poles 4 PCs. 8x8 - 20' Treated Poles 469 17 PCs. 8x8 - 18' Treated Poles 427 1 Pc. 4x4 - 18' Treated Poles 16 9 PCs. 2x10- 16' Treated Skirt Board 24 4 2 PCs. 1x10-12' Treated Skirt Board 240 1 Pc. 2x10- 8' Treated Skirt Board 40 9 PCs. 2x4 - 8' Girder Support 13 1 Pc. 2x12- 18' Girders 48 17 PCs. 2x12- 16' Girders 36 1 Pc. 2x12- 18' Girders Gable End with Door 44 536 2 PCs. 2x12- 12' Girders Gable End with Door 36 2 PCs. 2xl4- 18' Door Header, Cut 48 1 3/8"x13"x16'-7 1/2" Steel Flitch Plate 84 24 1/2" dia. x 4" Bolts with Washers _ 1 PC. 2x6 - 8' Door Header Supports _ 4 1/2" dia. x 12" Bolts with Washers 8 40 PCs. 2x4 - 16' Intermediate Girts 8 PCs. 2x4 - 12' Intermediate Girts 427 3 PCs. 2x8 - 12' Truss Tie Down Blocks 64 1 PC. 2x6 - 8' Truss Tie Down Blocks over Door 48 7 PCs. 2x8 - 14' Diagonal Kneebrace g 17 PCs. 2x4 - 10' Wind Brace 131 1 Pc. 2x8 - 14' Door Jambs 113 4 PCs. 2x8 - 16' Door Jambs 19 1 Pc. 2x12- 18' Sliding Door Header 85 2 PCs. 2x12- 12' Sliding Door Header 36 2 PCs. 2x12- 10' Sliding Door Header 48 4 PCs. 2x6 - 18' Track Board 40 4 PCs. 2x4 - 10' Support Members 72 18 L.F. 2x6 Door Jambs 27 80 L.F. 2x8 Door Jambs 18 2 Gable End Roof Truss 40'-0" Span 118 07 15 "W" Roof Trusses 40--0" Span - 32 PCs. 2x4 - 10' Truss Lateral Bracing 8 PCs. 2x4 - 12' Diagonal Truss Cross Bracing 213 96 PCs. 2x4 - 16' Roof Purlin 64• 128 L.F. 2x6 Fascia 1024 1 KeyIn Knob Cylinder Lockset 128 �,_ TRUSS � 1 ((��tJaa7iit77 _ -J � O Quantit y Size Description _. -�. .,_S RI EH ' JOINT AND _CCRTE AS SHCYN BFPCh YlOTHS AiI 4" NGMI-9L UNLESS )THERWISE SHCYN CfSIGN S*ANOARD; __IFOI?M PITH 1PPLIf�LE 'ROYISIONS CF .-.GS-77 BND .TPI-7?. 4a1: ;NFL CESI;N PITH PROPERLY RTTP.LHED PLYYOuO SHER?NING BOTTOM CHORD WITH RIGID PLYU- CEILING DR BRACING FIT MAKSMUM OF IO FEET D.C. DO NOT U THIS CESIG`i PITH FIRE RETRRORNT TREATEDLVIBER. r S°c 4 ItiY .Jr.3'nI;CT'CR ��, f ? Ti ' Q - -�' 96 RED Ems'.•' - Board Feet - 4x8 or 4x16 6" nominal bearing or + R-37054 S^_ALE - D.37M TC LL 30.0 PSF TDATE TC DL 7.0 PSF[RVG. A 5 0 0, 6 9 BC DL 100 PSFL-ENG BLP DBWTOT. LD. 47, 0 PSF/R LEN. 40-O-0 DUR.FRc. 1.15ITCH 4.0/1� SPACING 48.0"so" TYPE NON-RrQ 1 1 pr. 3/Ox6/8-1-3/8" Garage Service Door 5 Panel 3 1/2"x3 1/2" - MATERIAL FOR ONE 8'-0" INTEfEDTATE BAY UNIT 2 PCs. 8x8 104 PCs. 32"x12'-O" Door Butts Galvanized or Aluminum Ribbed 2 PCs. - 18' 2x12- 16' Treated Post Girders Roof Panels JO" Exp 4 PCs. 2x4 - 16' Intermediate Girts 74 PCs. 32"x12'-O" Galvanized or Aluminum Ribbed 1 PC. 2x10- 16' Treated Skirt Board Siding Panels 30" Exp. 1 PC. 2x4 - 12' Girder Support 16 PCs. 32"x8'-0" - Galvanized or Aluminum Ribbed 2 PCs. 2x4 - 10' Diagonal Wind Brace Gable Siding Panels 30" Exp. 1 Pc. 2x8 - 14' Diagonal Kneebrace 130 L.F. Rubber Closure Strip (Inside Type 1 Pc. 2x8 - 8' Truss Tie Down Blocks 90 L.F. Gable End Sta;7ter yp) - 1 PC' 2x4 - 8' Kneebrace Spacer 90 L.F. 50 L.F. Metal Rake Trim Metal Outside Corners - 2 4 PCs. 2x4 - )0' "W" Roof Trusses 40'-0" Span Truss Lateral Bracing 70 L.F. Metal Ridge Crap 192 L.F. 2x4 Roof Roof Purlin 130 L.F. Metal Fascia - 1 PC. 2x6 - 16' Fascia 130 L.F. Metal Soffit - 13 PCs. 32"x12'-O" Galvanized or Aluminum Ribbed 3 1/2 Cu. Yds. Concrete for Past Footings Roofing Panels 30" Exp. NAILS - 7 Pc 32" ' " 15 lbs. 60d Common Nails Coated 12 lbs. 40d Common Nails Coated 26 lbs. 20d Common Nails Coated 84 lbs. 16d Common Nails Coated 10 lbs. 8d Common Mails Coated 30 lbs. 2 1/4" Screw !hank Nails with Neoprene WI5 lbs. 1 1/2" Non Corrodible Nails MATERIAL FOR FOUR 8/0x10% BUILT-UP 2 PCs. 2x6 - 16' SLIDING DOORS Top Rails 2 PCs. 2x6 - 16' Bottom Rails Treated 6 PCs. 2x6 - 18' Intermediate Rails 8 PCs. 2x6 - 10' Side Rails 16 Metal Corner Fastenws with Nails 6 lbs. 40d Ring Shank Naits 13 PCs. 32"x10'-0" Galvanized or Aluminum Ribbed Siding Panels 30" Exp. 2 lbs. 2 1/4" Screw Shank Nails with Neoprene Washers 70 L.F. Sliding Door Track complete with all hardware and flashing 8 PCs. 1x4 - 10' Side Closure 8 PCs. Ix4 - 8' Bottom Skid Rail s. x12 -0 Galvanized or Aluminum Ribbed Siding Panels 30" Exp. - 20 L.F. Rubber Closure Strip (Inside Type) - 20 L.F. Metal Fascia - 20 L.F. Metal Soffit - 10 L.F. Metal Ridge Cap - 1/4 Cu. Yds. Concrete for Post Footing 32 32 108 80 27 21 NAILS 3 lbs. 40d Common Nails Coated 3 lbs. 20d Common Nails Coated 10 lbs. 16d Common Nails Coated 2 lbs. 60d Common Nails Coated 1 lb. 8d Common Nails Coated 3 lbs. 2 1/4" Screw Shank Nails with Neoprene Washer 1 lb. 1 1/2" Non Corrodible Nails r T 192 64 43 28 13 19 15 27 128 16 NA rIOi\AL PLAN SERVICE, INC. This plan has been prepared to meet pro- fessional standards of construction. A SHEET NO. careful study of plan instructions and dimensions is advised before starting work. TOTAL 6 J"rJo.JE('T PL.VN :No. X- 6003 INSTRUCTIONS: LAYOUT AND EXCAVATION 1. Study the plan thoroughly. Be sure to check your local code requirements and if required obtain a building permit. 2. Stake outside perimeter of building with batter boards place at least 2 or 3 feet back from each corner. Stretch string line to show complete perimeter to outside face of wall girts. 3. Remove sod, fill, compact and grade with bulldozer or tractor scoop. The amount of site preparation depends on the use of the building. Little site preparation may be needed for a storage structure except to keep runoff water away. A livestock barn or other building used with concrete floors requires good drainage and a good base for a concrete floor. 4. Mark pole locations with small stakes. Remove stretched string lines. 5. Dig or bore pole holes using a power auger or backhoe 4' to 5' minimum deep and a minimum 16" to 24" diameter. Dig holes wide and deep enough to install pad or casing, if required. 6. Remove water or loose material from bottom of holes. 7. Place pad of concrete in bottom of hole, if required, and let cure for one day. SETTING THE POLES 8. Select 4 straight corner poles or timbers. 9. Place poles in holes. Let poles lean toward inside of building. 10. Replace string lines and plumb the two outside edges of the corner poles with a carpenter's level. Keep post 1 1/2" (width of girt) in from string line. (See Figure 1). 1/2 pole depth • *oil girt width tat Mork with ine 0 srnot slaNe Outer p of wall girts Temporary brace to stnrq knee i.e. Building line base of adjacent to lwtter Pole oci hoards Pole pl Outside to Center Center to Center 2x4Temporary Brace Figure 1 Location of poles or posts and string lines to Stake Figure 3 Temporary Bracing of Poles Level to plumb outside of pole 2 x 4 stake I I inside building lines Grade Level Mark tamped earth concrete 1/3 of hole footing depth if required Figure 2 Pole Alignment 11. Drive 2"x4" ground stakes within the building lines. Brace poles with 211x4" diagonals from ground stakes to upper portion of pole. (See Figure 2 and 3). Brace should be placed so that it will not interfere with the installation of the girder. 12. Locate, center and plumb outside edge of all intermediate poles. Brace with a 2x4 ground stakes and 2"x4" brace to adjacent poles. Double headed nails can be used to fasten bracing. Fill holes and tamp to approximately one third the depth. Note end bay or section is shorter than interior bays because dimensions are from outside of end wall girts to center of second pole. (See Figure #1). 13. Mark grade level with a nail driven partly into outer edge of each pole. Level can be set with engineer's level and rod. INSTALLING GIRDERS 14. Measure and mark with a partly driven nail the bottom height of the 2x12 girders from the level grade mark. This height should be 11'-2 3/4" above the grade level mark. Cut a straight 2"x4" to this dimension for fast and consistant marking from the grade level nails. 15. Nail a 2"x4" girder support block on outside and inside of each pole with 6 or mo 404 nai Is. i 16e Cut 2x 2-tiirders square and to. exact. length.. Girders. should butt at center line of poles except at corners. Check details on plan for lengths and nailing. 17. Place 2"x12" girder on girder support blocks and nail at pole center line. Use truck bed or moving scaffold instead of ladders. 4811 T1 III48 Fi1irs11 9tiedown I bloc ks6„ I Figure 4 showing doubled girder with tie down blocks. 18. Install 2"x8" truss tie down blocks about 18" long between doubled girder at correct truss spacing (see Figure N. 19. Check alignment of poles and girders. Move temporary braces or lateral supports if realignment is needed. 20. Install diagonal wind brace and complete girder nailing. 21. Remove string line. Fill and tamp all holes. ROOF FRAMING 22. With the use of a crane or hoist lift trusses into position and anchor in place one at a time. Brace trusses as they are placed (the bracing helps align and hold the trusses in place while the roof is applied). Install truss lateral bracing on each diagonal truss web as shown on Truss Diagram continuously from end to end of building. Install 2"x4" cross bracing to trusses for 16 feet at each end of building. Add 2"x6" spacer blocks to side of poles on which truss is set. Fasten 2"x8" knee - bracing at each pole as shown on plan. 23. Fasten roof purlins 24" on center. Use spacers to check spacing. Roof purlins are butted over trusses. At ridge space purlins for vented gable ridge cap. 24. Install roofing starting at lower corner so side laps are away from strongest winds. Corrugated sheets should be lapped one and one half corrugations. Lap ends 6" to 9" . One nail per square foot is needed, use nails that do not corrode the roofing. Nail through the tops of the corrugations. Nails should penetrate at least 1" into the purlin. 25. Remove temporary pole bracing and usefa wall girts. Install the 2"x10" treated skirt board as shown on plan. Nail 2x4 girts on side and end wall space as indicated on plans. Install siding following manufacturer's instructions. Install passage door and sliding doors. 26. Trim eaves and corners. 61UPE LEYE L 2",4' G I R T 'Y"X411 `SUPPORT HE7,&L SAN& TRIM DETAI L 5B FASTEN TOP C402P OF "F5L6 EKE TRu55 To oLES Z'x4i1 CVR1T Poe 21ix 4" 5U PPc M IlM r3ER 21x 01' TAMf 211�,41 SIDE- DETAIL 5C SG.OLE 1*411 ,_r, a/+" 1-0 IPIN& gl',c ®" FoST N EA SH 1 M SPAGm — 211,c l011 DOOR STOP — 3'.011 x a1. 61 coo,� DETAIL 5A Sc-&L� 3/41,r I, -ou 51/4' TRE,,:,.TE POST ? 20'-0" POST coIR0sR POST rfl T- 21 12" p oo R H C) .r 5 '/4" lb'-O'I Lo'N& Fb6T 91-011 �O4T-r..w -. .—�. we re�i�r e 2u % 12i1 Csl s10lrvv TR S�IEET HE T RAL I< Siolr4cv 5TE FL T 21i" a Da 211A WI a, (- FRESS 61PAP E L SECTION 5D SCALE 914"sP-0 r.1/d11 2"A 64 TRUSS TIE Dower a 41,01— a 211,E 121' v11?DER a a a a — p RIGHT SIDE FRAMING ELEVATION S c ,a LEE 1/41i = 1' - o 11 C+4oRD of 7RUS5 E,aTF-P POST -:A0 TRIM RoiDF 7RUS5ES A►T �• iod ��ILs NAIL 7HIFU HIG RI B AT LOPS d '. RIB 121Ir 15" TRuSS TIE DOWNS AT INTr--RMEPIa PULJNS,t4AIL EN oTNFR RI D 3-IGd NP11..9 EACH S IDE TOP cl�RP of C,IRDFI? ROOF TRH ;& 4'-0" o.c. TRUSS TIE DOWN DETAIL No SCALE 0 O ROOFING DETAIL / NO SCE+• LE ,in _, �� FROM OUTSIDE OF 61RT TO OIJTSIDC OF GIRT F L 0 0 R P L A N SGdLE 1/8" = 1'-O'I 2'�xrd" Tor RAIL ao N 2" N OTCH — 2"x6" DOOR MEMf3EP�S-" d- _ x 0 N 4 N I" x 4" SI DE -2 b" 150TTOM CLoSUhE N SAIL I"x4" 13M01A SKID I'1AIL SLIDING DOOR FRAMING SALE: VON -I. 0 0 a IL O 0 M r 7 O E O r LL NOTCH POL-Er *7 EAG44 41 PE OF evW0 NG 0mg ON LEFT SI CIE EL.ty. 70 REr_ErvE gLI LT- LIp FLITCH PLA?E REAM MIN L.aP of �F MAT�RIAI- a" x 9, N rn , "T Z'I r+oTGH 4" PUR�INs 20 ?iF" oc D ETA I L 4C CeIDINcs 1"x121i vIRr�R 2"c12" AooR HF_dpER 11x GI' TRACK 50aR0 STFF_L TR1aGK i ROI.L•EQS 'j R,ac K F LAS H 1$4 6, TOP RAIL SIDING M ET4a L R I Iry IS OPrION,dL RID 2"x4" PURLIN wT 24" o, c RceF TRUSSES 4•'-0" o G C,EILIN& LINE SECTION 4A S CA L IE BV4" _ 11. Q w SECTION 4B SC,d L E I 1/2'I - I'- o'' 21l,c4" 11" LoNCP 6%.&RIN& lbl.oCK ATTACH ?o EA.4W TRUSS W/ q- IGd NAIL-s STF EL- 0-,(S6E FU Tr.H Ft. 8F.W PM-r- THIS SIFT-) FAST I&N W1'2 - t/,2" ¢ x 12 "LO G P�►T�i AT Eatµ Fos? r 811+c g'' �TREaT�.D) PAST SEE PET, 4G 2")t611 X 4'•0" I.o eo NEAnEQ Sl1PP021 AT E46H ENn OF r-LITGH PLATC 18,EAN FAST ENEo To POST 14/ 40 d NAI L-S FAST EN C-R A•r 12" 0C, 6,1. OR ALUMINUH RIW5F-O ROOF1'�-1G CLOSURE I „11 4 1- An 11 I �w _ o 1 ^I' Q I_ n" L. L. ( 1 J 1 V L 1_ L. L. V M 1 1 %J 114 SCab L a V411_ 1'_on RIGHT SIDE ELEVATION W2,W)E LBVEL REAR ELEVATION SC^LE VSI'=1'-oM SCVLE RooF TRIA4E4 AT 48" o.G, 211I<4"GRO44 FmA.CIN61 Al CE TER of VZWeA G,pA.t4 ROOF DESIGN LIVE L-040 %j0 P,S.F, PMAD LoAr; I o R-G.F. 4"x4" 4TRE*TFD) P05r X6003 SHEET TOTAL Cv