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2005-269 S TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 4z Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20050269 Date Issued: Thursday, September 26, 2013 This is to certify that work requested to be done as shown by Permit Number P20050269 has been completed. Location: 11 SUTTON TERRACE Tax Map Number: 523400-296-009-000 1-0 10-000-0000 Owner: SUTTON'S PROPERTIES, LLC Applicant: SUTTON'S MARKET PLACE This structure may be occupied as a: —Xom iercial Ad ifion By Order of Town Board 1, ); U TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Planning Board Director of Building&Code nforc ent or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bav Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050269 Application Number: A20050269 Tax Map No: 523400-296-009-0001-010-000-0000 Permission is hereby granted to: SUTTON'S MARKET PLACE For property located at: 11 SUTTON TERRACE 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: SUTTON'S PROPERTIES, LLC Co C/O SUTTON'S MARKETPLACE, IIN Commercial Addition $80,000.00 1066 STATE ROUTE 9 Total Value $80,000.00 P.O. BOX 4858 QUEENSBURY,NY 12804-0000 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2005-269 6 `of`9124f2613-Penman sftWttte NOT B1 T- rriade i&6 a i!*its p 1 ihAdh � 1736 sq ft COMMERCIAL ADDITION (original plans) $243.04 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,May 10,2006 (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 the Tow of Qu nsb , �j T d ,May 10,2005 SIGNED BY �f.Vf for the Town of Queensbury. Director of Building&Code Enforcement Permit No. 2QOS Building &Codes Office-Department of Community Development-Town of Queensbury Fee Paid s' L/ L ` - 742 Bay Road,Queensbury,NY 12804 Recreation Fee Dave Hatin, Director codes@queen5bury.net Phone: (518) 761-8256 FAX: (518) 745-4437 —?61 3 �y Principal Structure Building Permit Application Application & Plans subject to review before issuance of a valid permit for construction Instructions: A permit must be obtained before beginning construction. No inspections will be made until the applicant has received a valid building permit. All applicants' spaces on this application must be completed and must appear on the application form. Applicant/Builder �s Owner: i Address: Address: Home Phone: 62 C.21 — Home Phone: Email Address: Email Address: Cell Phone: Cell Phone: FAX Phone: FAX Phone: Person responsible for supervision of work with respect to building and codes compliance: Name: f 440fe Address: d Phone ss Location of proposed construction: Lot No. Legal Address: Tax Map Number: �O�• (t 3•?i Subdivision Name: ir ���p A Q Estima ed�ost of Construction: $ Sa RECEIVED Proposed construction is for: ,_Residential Use ✓-Commercial Use Name of Business: M22,14—C WA (� MAY 4) 21105 j f`152 �� .11 If proposed construction is an addition,what will use of new addition be? New Addition Alteration Proposed Construction 1,t Floor 2nd floor Other Total Proposed structure (Occupancy Type) Sq. Ft. sq.ff. Sq. Ft. Square feet Height Ft.&in. Single- amil Dwelling Two-Family Dwelling Townhouse Multifamily Dwelling Number of Units: Office Mercantile Manufacturing Other: Attached Garage 1, 2, 3 Type of Heating System: Electric, Oil, Gas, Wood, Forced Hot Air, Baseboard, Other: If a fireplace and/or woodstove are being installed, please refer to a separate application. Applications are subject to Zoning Administrator, Code Compliance, and Structural Plan review. The Building and Codes Office will allow commencement of your proposed project only after issuance of your permit. Declaration: Please sign below after you have carefully read the statement: To the best of my knowledge, the statements contained in the 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 Codes, 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 Buildin and Codes, an As-Built Survey by a licensed surveyor, drawn to scale, showing actual location of all w co ion. Date: O 05 Applicant/Builder Sign The application of aced is hereby approved and permission granted for the construction, reconstruction or alteration of a building/and or accessory structure as set forth above. Date: Authorized Signature: L:\Sue Hemingway\Building.Permit.FORMS\Principal Structure Permit Application.doc V:12/14/04 r sr, Foundation Inspection Report I -3 Office No. (518) 761-8256 Date Inspection re est ec v Queensbury Building&Code Enforcement Arrive: a p Depart: 742 Bay Rd., Queensbury, NY 12804 Inspector's Initial NAME: �( P IT#: LOCATION: PECT ON. TYPE OF STRUCTURE: Comments T Y N NIA tings Piers Monolithic Slab Reinforcement in PlaceA 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 �J 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. L:\SueHenungwaylBuilding.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003 l 2- z,pAA Foundation Inspection Report Office No. (518) 761-8256 Date Inspection requ t r ived: Queensbury Building &Code Enforcement Arrive: a epart: lklo�m 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: S T"I J_ PERMIT#: a�_ -a(a 1 LOCATION: I tetp- -rxlT T-E INSPECT ON: TYPE OF STRUCTURE: Comments ^�^ Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement I of the concrete. aterials for this purpose on site. oundation/Wallpour IV 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. I,:\SueHemingway\Building.("odes.Inspection.FORMS\ponndation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date InspectioneERMIT ed: Queensbury Building &Code Enforcement Arrive: Depart: a 742 Bay Rd.,Queensbury, NY 12804 Inspector's Initi NAME: _ ®�� � LOCATION: INSPECT ON: TYPE OF STRUCTURE: 1 Comm is Y N N/A Footings 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 Dampprooting � Foundation/Waterproofing Type of Dampproofing/ Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12inch width 6 inc es above footing 6 poly for wet areas under slab _ ckfill Approval ti Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- _ Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.InspectionTO RMSToundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection requ peiv : Queensbury Building&Code Enforcement Arrive: p a in Depart: °Qp arrv— r 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials NAME: I A PE IT#: �� f ��Q� LOCATION: C `, SPECT ON: TYPE OF STRUCTUR : f , Comments Y N N/A Footings Piers Monolithic Slab ;R:mfocement in Place contractor is responsible for ` providing protection from freezing F' a 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. L:\SueHen-ngwaylBuilding.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection reques Queensbury Building &Code Enforcement Arrive: am Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: a PERM `� — Ils 1 LOCATION: DATE: = L} COMMENTS: Y N NA Chimney/'B'Vent/Direct Vent Location Plumbing Vent Through Roof 6'/Roof Corn Exterior Finish/Grade Complete 6'in 10'or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior!Exterior Banisters 4 in. Spacing Platform I Decks Stair Handrail 34 in.—38 in./Stop Risers 70/Treads 11" Vestibules For Exit doors>3000 sq.ft. All Doors 36 in.w/L.ever Handles/Panic Hardware,if required Exits At Grade Or Platform 36 w x 44'(1)/Canopy or Equiv. Gas Valve Shut-off Exposed A Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Okay Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure 1 hr.or Fire Extinguishing System Fresh Air Supply for Occu /Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft.or Within Line Of Site Oil Furnace Shut Off at Entrance tD Furnace Area StockroonVStorage/Receiving/Shipping Room(2 hr.), 1 %doors > 10%> 1000 sq.ft %Hour Corridor Doors&Closers Firewans/Fire Separation, 2 Hour, 3 Hour Complete/Fire Dam /Fire Doors Ceiling Fine Stopping, 3,000 .ft.Wood Frame Attic Access 30"x 20"x 3(r h , CrawlSpace Access 18'x 24' Smoke Vents Or Fan, if required Elevator Operation and S' /Shaft Sealed Hand' Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 in.,Checkout 36" Handicapped Ramp/Handrails Continuous/12 in. Beyond[Both sides Active Listening System and Signage Assembly Space Final Electrical/Flex Gas Piping Bonded Site Plan/Variance required n Final Survey, New Structure/Flood Plain cord icaWn If req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway 4' f � l�`�'; M NV E Water Fountain or Cooler ( ' Building Access AN Sides by 20'/Driveable Surface 2W wide Okay To Issue Temp. or Permanent C/O `er Okay To Issue C/C LABuilding&Codes FormslBuilding$CodeMinspection FamslCommercial Final Inspection Report.doc Revised January 7,2008 0 RECEIVED MAY 0 3 2005 TOWN OF QUEENSBURY Bk11LD+Pi-ANDCOQE- -- ---_---- use SPA --- - -- - T --1 t� --5- '•--- C_ - -- ----------Oc - - - -- - ------ _ w Y = 1.2w �7fijs _- Tr-v s S z.- 14- 46- K - tN�4 VL. tN t6 _ _ - Z� t•W�LOL, I a t T 't•(. _ 36 t36t tt - Yz .� xz s�bt N6 L 83 X 10'X fO - g �I 2 . _-------�-tom-- -- - ---- ------------------ — ---- lre�..� . kCE- • 4 10. I MIN T? YAZ.�j SCkL F!KCt�- = 1 ors� 1• S� tom, !w 6jovy (ZOI-0 Pf- —!gJc�,1 - 2d'/- 50 =io I4-63 s.r-. tom- ,(al k— — . WY 16 yv�-�. �.2 •3� z c e 2 2- S'-..� 1< — .�- - --- - --�-�:-�--ram-�� — a St 6iJ'D�ice" CI G IT '•3)17• a o f `to� x 1Z"/ �� t •Z •t �U`C�JN`J M q•PP � a 5Na4� t,©,�c = 70 ��� Y? L-'�J P,W--A,-Jc.�,c� W 33/ b r'Po5 t Y� Sipes _ �'� • 5 L►��N� 5 NoW � laca,�F�-. / Gov�a.,.1•. y W,mIo WAoA 2 i w z-3 - 51,t 0,N G^ f T.= 2 dE►n•o 6) lZ Sr Sv 5D P>r- So rF I j Alk, T�btj l Tl Jrti: I'rrn�s5 : (.`t-z)= .74 `t ti f*f 8 4vYIC°fl lsol, tZ-zy n� R(5 s— g L +.�( 5 !�+-�t, Dr/,P Ar2 Ira"S rC-P M. SA 17 �- r T2,0r15 Yr-n_qer— w C�nrc�rt�9� : `� ,off Cg..s1 3G-ro� -+ 4.°`b�2.��ro - (•S N D "R•j TABLE 1609.6.2.1(1) m MAIN WINDFORCE-RESISTING SYSTEM WIND LOADS FOR A BUILDING WITH MEAN ROOF HEIGHT OF th D 30 FEET LOCATED IN EXPOSURE Be Q _ HORIZONTAL LOADS° VERTICAL LOADS MAXIMUM HORIZONTAL WALL LOADSd A Windward Wind Load Roof Angle End Zone Interior Zone End Tone Interior zone OverhangZone Velocity Direction Wfndward Leew rd Wintlwerd Leeward End Interior '•• Wall Roof Wall Roots 1E 4E 1 4 roof root root root zone tone 0 to 5• 11.5 •5.2 7.3 •3.5 •13.8 •7.8 -9.6 •5.1 •20.6 •16.4 9.7 -6.7 6.1 •S.2 Transverse 20• 15.9, -4.2 10.6 •2.3 •13.8 •9.6 •9.6 •7.3 -I0.6 •16.4 10.8 -0.0 7.9 -6.7 es 30•<anglta46• 12.9 9.8 10.2 7A 5.0 •7.0 4.3 .6.7 •6.8 •6.5 9.9 -7.3 9.2 -6.1 Longitudinal All angles 11.5 •5.9 7.5 -3.5 •1J.8 •7.4 •9.5 •6.1 -20.6 •16.4 1.7 •5.7 6.4 -S.2 / 0105• 12.1 -6.7 6.5 •4.0 •15.4 -6.1 •10.7 •6.4 .23.1 •/6.4 9,8 •7.S 7.2 •5.6 O Transverse 20• 176 4.7 9 2 16.4 10.7., 10. 23.1 •1 12. .10.1 8. 7. ,� : . ►,:�r ',,.( � era. --, •11 30•4 angle a 457 4.4 •9. •9.8 • 5 6.5 •7.3 1 .1 •6. Longitudinal All angles 12.6 •6. 8.5 -4.0 •1 .4 -8.3 -10.7 -6.9 •23.1 •18.4 1.8 •7.5 7.2 •5.1 0 to 6• 15.9 •8.2 10.5 •4.9 •19.0 -10.3 •13.3 •6.4 -73.5 -22.7 /2.0 •9.3 4.4 •7.2 Transverse 20• 22.0 •5.9 14.6 -3.2 -19.1 •13.3 •13.3 •10.1 -28.5 •22.7 N.9 •12.5 104 -9.3 100 30',c angle a as- 17.8 12.2 14.2 9.9 6.9 •10.0 5.9 •9.3 •8.1 -0.0 13.3 -10.1 11.3 •8.4 Longitudinal All angles 15.2 •8.2 10.5 4.9 •11.1 •10.9 -13.3 •6.4 .28.5 •22.7 12.0 •2.3 8.3 •7.2 0 to 5• 17.5 •9.1 11.6 -6.4 -21.0 -11.0 •14.6 •1.2 49.1 •23.0 13.3 -10.3 9.7 -7.0 Transverse 20' 24.2 •6.4 16.1 •33 •21.0 •14.8 •14.4 •11.1 •29.4 •1310 16.5 •13.8 11.9 •10.3 10S 30•<9rlg10 a46• 19.7 •13.4 15.6 10.5 7.6 •11.2 6.6 •10.3 -8.9 -7.0 14.6 -11.1 12.4 •9.2 Longitudinal All angles 17.5 •0.1 11.6 •s.4 •21.0 •1119 04.6 •9.2 •29.4 •23.0 13.3 •10.3 9.7 •7.9 6 le 5• 10.2 -10.0 12.7 -6.9 •23.1 •13.1 -16.0 .10.1 34.6 •27.5 14.6 •11,3 10.7 -8.7 Transverse 20• 26.6 -7.0 17.7 •3.9 •23.1 16.0 -16 0 •12.2 -34.5 •27.S 18.1 •15.1 13.1 -11.3 1 30•<angle a45• 21.6 14.6 17.2 11.9 3 •13.1 7.2 •11.3 •2.9 •10.0 6.0 •12.2 13.7 •10.1 1t0 Longitudinal All angles 19.2 •10.0 12.7 •5.9 •231..1 •13.1 .16.0 •10.1 -34.5 -27.5 14.4 •11.3 10.7 •6.7 0 to S• 22.8 •11.9 16.1 -7.0 •27.4 •15.6 •12.1 •12.1 •41.1 42.7 17.3 •13.4 12.7 •10.3 m Transverse 20• 31.6 •8.3 21.1 4.9 -27.4 •19.1 •19.1 -14.5 •41.1 •32.7 21.5 •14.0 15.6 •13.4 C /20 C 30•unpb a4S' 25.7 17.6 20.4 14.0 9.9 -15.9 6.6 •13.4 •11.6 •13.0 19.1 •14.5 16.2 •12.1 2 Longitudinal All angles 22.8 •11.9 15.1 •7.0 -27.4 •1S.6 •19.1 •12.1 •41.1 -22.7 17.3 •13.4 12.7 •10.3 17 � 0 10 Sr, 24.6 ;•12.9 16.1 •7.6 d9,8 •16.9 •20.7 •13.1 •11.7 •32.6 1/.6 •145 13.6 •11.2 0 Transverse 20' 34.3 •9.1 22.9 •5.0 •29.8 •20.7 •20.7 •15.7 •41.7 -32.6 23.3 •16.5 16.9 •14,6 m 12S O1 30'<angle a4S• 27.9 12.1 22.2 1S12 10.7 •16.9 9.3 •14.5 •2.8 •11.2 20.7 •16.7 17.5 •13.1 T Longitudinal All angles 24.8 •12.9 16.4 •7.6 .29.1 •16.2 -20.7 •13.1 41.7 •32.5 11.8 •14.5 13.8 .11.2 C 2 n m 0to 6' 26.6 •13.9 t7.6 •8.2 T •22.4 E14248.2 •38.4 20.4 •15.7 14.9 •12.1130 Transverse 20• 37.1. -9.1 2t.7 •5.4 •I2.d •48.2 •38.1 25.2 •21.1 18.3 -16.730•,c angle a 45' 30.1 20.6 24.0 16.5 10.0 •13.7 -15.2 22.4 •17.0 19.1 -14.2 rXy Longltudlnal All angles I8.8 •13.9 i7.6 •6.2 •22.4 48.2 •38.4 20.4 -15.7 14.9 •12.1 t11 �I N b m (Cnntinurdf Z STRUCTURAL DESIGN FIGURE 1609.6(`3) 1 4� CI�1� WIND ARD ROOF N G- Lt!,kRD ROOF VE 0 e i r c9 A w (�jvU IS TRANSVERSE ELEYATTIIION WINDWARD ROOF �LEEVIARD ROOF VERTICAL I I x C9 r O 2 � Ll2 U2 L LONGITUDINAL ELEVATION FIGURE 1609.6(3) APPLICATION OF MAIN WINDFORCE-RESISTING SYSTEM(MWFRS) LOADS FOR SIMPLE DIAPHRAGM BUILDINGS BUILDING CODE OF NEW YORK STATE 309 aj'-o`� wasp Lj&o e U>✓ C1)AJ a`t-54016 �v TONS . 12. 3.5 �- 3.5/30 3CP 1. 76, t14ye-SAS � Z �,?�o Vee-a5e5 Sri « "Z LAJ VJp ldk6 6koAf&(LH-5 '('Nr D t Pik Woo ct v N g �'�6.3. ! - r4-l.t✓vHlnF�cs� rn,c,�,��`�� = G•`E ----_�) T/f�'' r►rk- a�7 wl 5� S �i�� - 215 Pc,F 7 -- rCg. WAAA, T �� . r _s �' V.it,✓�, Z,Go > ZG 3 - --- t •qZ 41>t Aw- 3�� 'Of-13�-?' R- 3 Zx Z.4- ok, MAX - - ¢• s" 1--wM4--f 0,L s IT u.A4A.., 4 a<< Timber Column Design ZL'o > a Ttr`� Design Assumptions: Species-Nelma SPF stud-(wiwind) Member Size- 2 x 4 Fc= 625 psi C= 0.8 d= 3.5 E= 1000 ksi Ke= 1.0 w= 1.5 CD= 1.33 KcE= 0.3 CF= 1.05 Max Cot. Ht.= 14.58 ft. Le/d<50 F. = 872.81 psi Axial Capacity(pounds) Column Le 2 x 4 (2) (3) (4) (5) Cp (fL) 2x4 2x4 2x4 2x4 1 4550 5460 8190 10921 13651 0.99 2 4446 5335 8003 10671 13338 0.97 3 4244 5093 7639 10185 12732 0.93 4 3902 4682 7023 9364 11705 0.85 5 3401 4081 6122 8162 10203 0.74 6 2820 3384 5075 6767 8459 0.62 7 2282 2738 4107 5476 6845 0.50 8 1845 2214 3321 4428 5535 0.40 9 1507 1808 2712 3616 4520 0.33 10 1247 1496 2244 2992 3740 0.27 11 1045 1255 1882 2509 3136 0.23 12 888 1065 1598 2131 2663 0.19 13 762 915 1372 1830 2287 0.17 14 661 794 1190 1587 1984 0.14 15 579 695 1042 1389 1736 0.13 16 511 613 919 1225 1532 0.11 17 454 544 817 1089 1361 0.10 18 406 487 730 974 1217 0.09 19 365 438 657 876 1095 0.08 20 330 396 594 792 990 0.07 21 300 360 539 719 899 0.07 22 273 328 492 656 820 0.06 Kr=0.6 for btd&g1 cau ffm,must be naleed in accordance w!NDS 1991 15.3.3 Abat Capacities!rased on strong ands w4h weak ads of member continuously braced. o�-565 3 Sots T p Ire q4C,• ��--Pear --� �i�t �,�5 1.((> 1"A-,/`►ZL 3'�'' r(- 7rT( FL`Z �/�tt�tiv4 $d5�6 L2 �-O �- NOW v s9 p��n 33 > i z 3c to SSG Pp,<.,�- 7H `f (ao�,t'�k w t�4l� • C i t PFaI �. t 1 p`x 1 a ;it ►i c. w dp)G-S 1,76 p NO.vt 36ic to ,��•t� !sue t3Z tNsPz�o�J to c�� Timber Column Design Design Assumptions: Species- Nelma SPF stud(wrwind) Member Size- 2 x 6 Fc= 625 psi c= 0.8 d= 5.5 E= 1000 ksi KB= 1.0 w= 1.5 Co= 1.33 Kce= 0.3 CF- 1.16 Max Col.Ht. = 22.92 ft. Le/d<50 Fc = 914.38 psi Axial Capacity(pounds) Column La 2 x 6 (2) (3) (4) (5) Cp (fL) 2x6 2x6 2x6 2x6 1 7522 9026 13539 18052 22565 1.00 2 7453 8944 13415 17887 22359 0.99 3 7331 8797 13195 17593 21992 0.97 4 7141 8570 12854 17139 21424 0.95 5 6867 8240 12360 16480 20600 0.91 6 6486 7783 11675 15567 19458 0.86 7 5990 7188 10783 14377 17971 0.79 8 5401 6481 9722 12962 16203 0.72 V- 9 4774 -,5728 8592 11457 14321 0.63 J 10 4169 5003 7504 10006 12507 0.55 11 3626 4351 6526 8702 10877 0.48 12 3156 3788 5682 7575 9469 0.42 13 2758 3310 4965 6620 8275 0.37 14 2423 2908 4362 5816 7270 0.32 15 2141 2569 3854 5139 6423 0.28 16 1903 2283 3425 4566 5708 0.25 17 1700 2040 3060 4080 5100 0.23 18 1527 1833 2749 3665 4582 0.20 19 1379 1654 2481 3308 4'138 DAB 20 1250 1500 2250 3000 3750 0.17 21 1138 1366 2049 2732 3415 0.15 22 1041 1249 1874 2498 3123 0.14 Kr=0.6 for buuik-up cdumns,must be naiad in accordance w/NOS 1991 15.3.3 AxW Capacities used on strap ans with weak am of nxvnber cantywa sy braced. 0 1z- oJl��rO17�•� 5 r 4Na(,�e� NS• o`(-5(.5 SU��tiS cow z• `f L. t 4u- ttT: .G7 �t K �J x • t55) 2. Tk c t- q > (� UJI-n-bT Lj z, 1 I . ; � + l v 1,33��- = Z.GG�x,r so = , 3 °r(,•1� _ .3G off. -54.5 -2 = Z 34,t a.rrss f" WZ' �aRr�5�1fA.5� = 7aLPX2. +�Ol(irtvSS 3 uPt.f f-T - —(S.`t Fe4 �.. .r I a.% 7-`c P ;we t t3Z 3 t;bF ` �PS t✓ c �z - --- z V4Lv- r-,,3,. Op';) iR,Atf (Z. 3B = oo x 6 7 At r=aLT-',R WrT*Q(LAWAFL 1 --ts 1D05t(VI� LakCk -"5snLT�- �>LG {fix=8'2�� NOLTl+ W44L : Sow Zto fA flP, �n�t,, vr/� T-4 I ootte(,£ -r--P ./ �o l 2 S c9 it— DRAFT COPY RECEIVED (3/21/03) CHECKLIST MAY °' � Z00,9 TOWN OF QUEENSBURY NYS BUILDING'CODE (BC) Building: Jr i BUILDING AND CODE NYS FIRE CODE(FC) NYS PLUMBING CODE (PC) Location: /V NYS MECHANICAL CODE (MC) NYS FUEL GAS CODE (FGC) Date: NYS ENERGY CODE (ECC) Reviewer: Publication Date: May 2002 COMMERCIAL& MULTIPLE DWELLING OCCUPANCIES No. Topic Code Page Required Actual Section No. or Allowed 1 Jurisdiction BC-101.2 1 2 Flood Plain BC-1603.1.6 285 3 Separated or Non-Separated BC-302.3 18 Occupancies* 4 Occupancy BC-302 17 Jz� 5 Type of Construction BC-Table 601 81 S� 6 No. of Sleeping Units/Level BC-202 14& No. of Units—Total 31 No. of Occupants BC-Table 1003.2.2.2 201 7 Covered Malls BC-402 33 Hi-Rise (75'Rule) BC-403 36 Atriums BC-404 37 8 Basement Definition BC-502.1 71 (See page 8 of this check list) Legend: NR= Not Required NS=Not Shown NA= Not Applicable Note: * Non-separated occupancies impose the most restrictive requirements JAM. Page 1 of 10 No. Topic Code Page Required Actual Section No. or Allowed 9. Heights & Building Areas Maximum Tabular Area BC-Table 503 72 Maximum Tabular Height BC-Table 503 72 56iv Maximum Stories BC-Table 503 72 Mezzanines BC-505 73 10. Sprinkler System (water) BC-903 168 Basement Sprinkler BC-903.2.10.1 170 Water Source Sprinkler BC-903.3.5 172 Water Source Site FC-508.1 31 11. Frontage&Sprinkler Credits Area Modifications (talc.) BC-506 74 t, 3 70 Height Modifications BC-504 73 12. Height&Area Summary: Ht/Area Ht/Area Tabular Area BC-Table 503 72 yY7f�O Frontage Credit BC-506 74 Sprinkler Credit BC-506.3 75 Total Allowable Area /-/e)b 78u Max Aggregate Area BC-503.3 73 Z (Allowable Area/Flr. x No. of SL Stories up to 3 maximum) 13. Fire Apparatus Road FC-503.1 29 (150'rule) „� � ,IQ C- S�.S� 31 14. Exterior Walls Distance Separation* BC-Table 602 82 Exterior Wall Openings BC-Table 704.8 87 Parapets BC-704.11 88 Exterior Wail Coverings' BC-Table 1405.2 257 Exterior Wall Finishes BC-Table 1406.2 261 Combustible * Distance separations are doubled if fire fighting water is not available (FC-508.1.3). NOTES; JAM Page 2 of 10 No. Topic Code Page Required Actual Section No. or A lowed 15. Fire Rated Construction Incidental Use Areas BC-Table 302.1.1 17 Accessory Occupancy BC-302.2 18 Mixed Occupancy BC-Table 302.3.3 19 Control Areas BC414.2 52 Fire Walls BC-705 89 Fire Barrier BC-706 91 Shaft Enclosure BC-707 92 Fire Partition(Tenant Sep.) BC-708 95 Smoke Barriers BC-709 96 Opening Protectives BC Table 714.2 101 Fire Blocking BC-716 107 Draft Stopping BC-716.3 108 16. Space t[ ceo.-CAW, tc- twe 2-cp Min. Rm. Dimensions 'TrQ- BC-1207.1 251 Min. Ceiling Height BC-1207.2 251 17. Ventilation (Nat. or Mech.) BC-1202.1 249 18. Light (Nat. or Mech.) BC-1204.1 250 19. Exits dR~1t VejK IBC /oo"J,L Z.1 218 Occupancy Load BC Table 1003.2.2.2 201 One Exit Permitted BC Table1005.2.2 224 Stair Enclosure BC-1005.3.2 224 Emergency Egress BC-1009.1 235 Distance of Travel BC-Table 1004.2.4 220 Aisle Width BC-1.004.3.1.1 221 Corridor Width BC-1004.3.2.2 221 Capacity of Exits (ca/a.)_ BC-Table 1003.2.3 202 Corridor Wall Fire Rating BC-Table1004.3.2.1 222 Corridor Dead End BC-1004.3.2.3 222 Door Width BC-1 003.3.1.1 208 Door Swing BC-1003.3.1.2 208 Panic Hardware BC-1003.3.1.9 213 20. Stairs Riser BC-1003.3.3.3 213 Tread BC-1003.3.3.3 213 Width BC-1003.3.3.1 213 Headroom BC-1003.3.3.2 213 Vertical Rise BC-1003.3.3.E 215 Handrails BC-1003.3.3.11 215 �vs bL 16n3,3.z.iz.- ,2a f�liu use 12' JAM Page 3 of 10 No Topic Code Page Required Actual Section No. or Allowed 21. Structural Snow, oading—Ground BC Fig 1608.2 296 Snow Loading—Roof(calc.) ASCE 7-98 Drifting Snow BC-1608.7 295 Ponding BC-1608.3.5 295 Floor Loading BC Table 1607.1 291 Balcony Loading BC-Table 1607.1 291 Wind Loading (calc.) BC-1609 297 Roof Walls Windows Seismic Loading (calc.) BC-1614 315 Foundation Depth BC-1805.2 398 22. Interior Finishes BC-Table 803.4 161 23. Swimming Pools BC-3109 629 24. Sun Rooms BC Appendix 1 693 25. Electrical Exit Lights or Signs BC-1003.2.10 203 Emergency Lights BC-1003.2.11.2 204 Emergency Power BC-2702 611 General Lighting-Exits-Stairs BC-1003.2.1-1 204 26. HC ACCESS Exempt Buildings BC-1104.4 238 Parking BC-Table 1106.1 239 Route BC-1104.1 238 Entrance BC-1105.1 239 #of Sleeping Rooms BC-Table-1107.6.1.1 241 #of Dwelling Units BC-1107.6.2 241 Toilet Facilities BC-1109.2 244 Service Counters BC-1109.12.3 246 Areas of Refuge BC-1003.2.13.5 207 Signage Supplemental HC Req'mts Appendix E 681 [No 7. SPECIAL INSPECTIONS BC-1704 379 tes: JAM Page 4 of 10 No. Topic Code Page Required Actual Section No. or Allowed 28. Fire Protection Equipment Centrjl Station Monitoring FC-901.9 52 Sprinkler Systems FC-903 55 Other Extingushing Syst. FC-904 59 Kitchen Hood Extinguisher FC-609.8 41 Standpipe Systems FC-905 62 Fire Extingushers FC-906 64 Fire Alarm Systems &SD FC-907.2 66 Fire Alarm Boxes+ZQvef FC-907.4.1 72;73 Smoke Detection FC-907.2.10 68 Hi-Rise Fire Safety FC-907.2.12 69 Visible Alarms FC-Table 907.10.1.2 73 Smoke Control FC-909 75 Smoke Vents FC-910 82 Fire Pumps FC-913 - 85 se� CC-9o3.?-.lu 1 S� 29. Plumbing Code Fixture Count PC-Table 403.1 21 rlhPkinS Water St1ppIY Service Pipe Size - PC-603 33 Fixture Pipe Size PC-603.1 - 33 Pipe Material PC-Table 605.4 36 Labor Law Art. 10-A UFPBC-904.6 12,340 Pipe Insulation See Energy Code Backflow Prevention PC-Table 608.1 41 Sprinkler System PC-608.16.4 44 Lawn Irrigation PC-608.16.5 44 Pipe Freezing PC-305.6 14 Sanitary Drainage Drain Pipe Size PC-Table 709.1 54 Drain Pipe Material PC-702 47 Labor Law Art. 10-A UFPBC-904.6 12,340 Vent Size PC-Table 910.4 63 Pipe Hangers PC-Table 308.5 17 Air Admittance Valves PC-917 67 Notes: JAM Page 5 of 10 No. Topic Code Page Required Actual Section No. or Allowed 30. Mechanical Code Ventilation Rates MC-Table 403.3 24 Propane Below Grade MC-502.8.10.1 31 Dryer Exhaust MC-504 33 Kitchen Exhaust MG-506 34 Kitchen Hoods MC-507 37 Kitchen Make-Up Air MC-508 39 Chimney Termination MC-Table 511.2 41 Air Plenums MC-602 47 Fire& Smoke Dampers MC-607.5.1 52 Combustion Air MC-701 55 Confined Spaces-Def. MC-202 5 31. Fuel Gas Code Appliance Location FGC-303 18 Combustion Air FGC-304 19 Clearance to Combust. FGC-Table 308.2 25 Pipe Material FGC-403 46 Shut Off Valves FGC-409 53 Chimney Termination FGC-Fig. 503.5.4 63 Gas Vent Termination FGC-Fig. 503.6.6 65 Exit Terminal Location FGC-503.8 - 68 Clothes Dryer Exhaust FGC-613 96 Unvented Room Heaters FGC-620 99 32. Energy Code Prescriptive Method ECCC-Table 602.1(1) 50 High Truss Credit ECCC-602.1.2 51 Pipe Insulation-Heating ECCC-Table 503.3.3.1 44 Duct Insulation-Heating ECCC-Table 503.3.3.3 45 Pipe Insulation-Hot Water ECCC-Table 504.2 47 HWH Heat Trap ECCC-504.7 47 COMcheck Computer Software Compliance Report Required Notes: T-cz- + SNOW JAM .430 %tom Focv%w'�j' Page 6 of 10 LIST OF CALCULATIONS THAT MAY BE REQUIRED FOR A COMPLETE CODE REVIEW. 1. Area Increase Based Upon Frontage And Sprinkler Increase. Frontage'Increase: If= 100(F/P-0.25)W= Answer in % 30 Note: if= 75%when 4 sides accessible&water available Allowable Area: Aa =Af�w.+ (A..x !f) r A x I =Answer in Square Feet (BC-Pg. 74) 100 100 2. Exit Capacity Calculations (Table 1003.2.3XBC-Pg. 202) (Occupancy Load for Exit)x (Egress Width per Occupant)= (Required Width) 3. Snow Loading Calculations. (ASCE 7-98)(Eq. 7-1)(pg-69)& (Eq. 7-2)(pg-70) (ASCE =American Society of Civil Engineers) Pf=0.7C.Ci1P9= Flat Roof Snow Load Where: Pf= Flat Roof Snow Load (Calculated Above,Answer in#per SF) C.= Exposure Factor (BC-Table 1608.3.1)(Pg. 297) Cf= Thermal Factor (BC Table 1608.3.2)(Pg.297) 1 = Importance Factor (BC-Table 1604.5)(Pg. 287) P9= Ground Snow Load (BC Fig. 1608.2)(Pg. 296) PS=CSPf= Sloped-Roof Snow Load Where: P$ = Sloped-Roof Snow Load CS= Roof Slope Factor (ASCE 7-98)(Pg. 70) 4. Wind loading calculations. (Refer to Chapter 6 of ASCE 7-98) 5. Seismic Calculations. (See page 10 of this list) 6. COMCheck calculations (For verification of compliance with the Energy Code) JAM Page 7 of 10 8. GRADE PLANE: A reference plane representing the average of finished ground level adjoining the building at exterior walls.Where the finished ground level slopes away from the exterior walls, the reference plane shall be established by the lowest points within the area between the building and the lot fine or,where the lot line is more than 6 feet from the building, between the building and a point 6 feet from the building. 9. MEZZANINE: An intermediate level or levels between the floor and ceiling of any story with an aggregate floor area of not more than 1/3rd of the area of the room or space in which the level or levels are located. (Mezzanine area does not contribute to the building area or the height in stories but does contribute to the fire area, aggregate area). 10. SMOKE BARRIER: A continuous membrane, either vertical or horizontal,such as a wall, floor, or ceiling assembly, that is designed and constructed to restrict the movement of smoke. (Required to have a 1 hr. fire rating). 11. STORY ABOVE GRADE PLANE: Any story having its finished floor surface entirely above grade plane, except that a basement shall be considered as a story above grade plane where the finished surface of the floor above the basement is: 1. More than 6 feet above grade plane or 2. More than 6 feet above the finished ground level for more than 50% of the total building perimeter or 3. More than 12 feet above the finished ground level at any point. JAM Page 9 of 10