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2004-605 TOWN OF� QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 CommunitrDevelopment-Building & Codes (518) 761-8256 . .CERTIFICATE OF OCCUPANCY Permit Number: P20040605 Date Issued: ,Thursday, March 19, 2015 This is to certify that work requested to be done as shown.by Permit Number P20040605 has been completed. Location: 1476 .STATE ROUTE 9 Tax Map Number: 52340.0=288-012-0001-0.17-000-0000 Owner: ED &ED T ENTERPRISES, LLC Applicant: MOUNTAIN VIEW OUTLET STORES This structure.may be occupied as a: Commercial Addition By Order of Town Board 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 Enforcement or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040605 Application Number: A20040605 Tax Map No: 523400-288-012-0001-017-000-0000 Permission is hereby granted to: MOUNTAIN VIEW OUTLET STORES For property located at: 1476 STATE ROUTE 9 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: ED & ED T ENTERPRISES, LLC 1439 STATE ROUTE 9 Commercial Addition $35,000.00 #16 Total Value $35,000.00 LAKE GEORGE, NY 12845-0000 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2004-605 MOUNTAIN VIEW FACTORY OUTLET STORES 3112 SQ FT COMMERCIAL ADDITION (FACADE) $435.68 PERMIT FEE PAID -THIS PERMIT EXPIRES: Monday, February 25, 2008 (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 Town o ueen ury; rid y F 25, 2005 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Building Permit Application Town of Qudensbury—Dept of Community Development,742 Bay Road,Queensbury,NY (518)761-8256 A permit must be obtained before beginning construction. Permit File No. -logs No inspection will be made until applicant has received a Fee Paid $.143,S. Co"d, valid building permit. All applicants' spaces on this Rea.Fee Paid $ application must be completed and must appear on the Reviewed By: application form. Applicant:„�'1«�d ahv c� l f:� Owner:. Ael,nt.n iR Cl, ZGC. -Address: 3 i ate. «r Address: 22-q .i3roQdWs,. Phone#(,56 -�,e[( Phone#( ) - >q11 Property Location: Lot Number: / House Number i 1 �, qA- q, Subdivision Name: Tax Map Number: o1W•1, -J-1? o New Building: residence /commercial Market Value of Construction: $ D Addition: residence/ : 1 If an Addition,what will use of new addition be? Alteration: residen _rcommereial ,o G No ehange to exterior size: res�dence`rom 1 o Other work(describe } Check Occupancylnformation 1' Floor 2° Floor Other floor Total Below sq.ft. sq.t't, sq.ft. Square Feet. o Sin a faatil dwellin ci Two,family dwelling o Townhouse o Multifamily dwelling #of units o Office Mercantile o Manufactutiu . 0 1 ear detached pxagp e 2 car detached g=ge 0 2004 0 3 car detached garage 0 1 oar Attached garage TOWN. f QULtNbbUM - 0 2 oar attached garage 0 3 car attached garage o Storage building- commercial o Storage building- residential o Other What is the proposed height of the structure*3 feet 6- inches Will any second-hand-or ungraded lumber be used? If so,for what? -1 /O Type of Heating Syst electric/ it / gas/wood /forced hot air/ baseboard/other: Number of&MIgges to be installedumber of Woodstoves to be installed S -wZ List below the person(s)responsible for supervision of work as regards to building codes: Name Address- Phone Number Builder, o Plumber Mason Electrician ]Zed; please sign below after you have carefully read the statement: To the best of my lmowledge the statements contained in this application,together with the plans and specifications submitted,are a tine and complete statement of all proposed work to be done on the described promises 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 Uwe shall submit,prior to a Cerfificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Administrator or Director of Building and Codes,an As BuM Survev by a licensed surveyor;drawn to scale,showing actual location of all new construction. Signature; owner,owner's agent,architect,contractor Framing / Firestopping Inspections Repo Office No. (518) 761-8256 Date Inspection r-q'uels-t ece' ed: Queensbury Building&Code Enforcement Arrive: Am/p J part: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Init', Is: 1 NAME: NI-F t;L--ZR L `F_t LA`Kx _ -- PERMIT#: LOCATION: (� (�p�F q INSPECT ON: 4 --Z�o TYPE OF STRUCTURE: Y N N/A COMMENTS Framing Attic Access 22"x 30"minimum RCC-E N)ao U--t3G l t\RCV\ ' Jack Studs/Headers l)�3 FM)M 1 NL 0 F 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 %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 water 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 %z 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 H1 H.TWAN +•PILEY _: = ARCHITECTS March G;`,2006 Dept of Building and Codes Town of_Queensbury 742 Bay_Road Queerisbury NY 12804. ATTN: ,Mr Dave`Hatiri RE: -Mountain View Qutlets NYS Rt:"9; Lake..,George,,New York. ;-Dear;-Mt. Iiatin: The above referenced'project has.been completed: •Periodic site-visits'were made,-dunrig.the construction The tower framing and gable framing was coin le, m accordance with the approved,drawings;as modified; insofar as structural, fire health,.and life safety are concerned, acid is iri coniphar ce with the;Building Code-.of-New"York State ... If you-have:any,,questions,'or need anv..additional�inforr-nation,.plca`s.'e do`not hesitate.to call Sincerely, - Richard* H'off Hoffman + Riley Architects A&. i AVENUE •; ALaANV, NY3_' ,2 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection re e i d: tO6— pm/08- est Queensbury Building& Code Enforcement Arrive: a p epart: 742 Bay Road, Queensbury, NY 12804 Inspector's Initia s: NAME: ; PERMIT#: LOCATION: �•lt3w.C' H E ,c t-Z�T`� INSPECT ON: TYPE OF STRUCTURE: C PL n,�t, � ming Y N N/A COMMENTS 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 %2 (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 %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 LASucHerningway\13ui1ding.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (51"8) 761-8256 Date Inspection re st re e' ed: Queensbury Building &Code Enforcement Arrive: pm -Z epart: a m 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: �� ERMIT#: (00s LOCATION: LEI 61 ` INSPECT ON: TYPE OF STRUCTURE: Comments Y N NIA A�ootings 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. L:\SueHeruingway\Building.Codes.Inspection.FORMSToundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection r uest cei d: Queensbury Building &Code Enforcement Arrive: m/p - Depart: an>,' i 742 Bay Rd., Queensbury, NY 12804 Inspector's Initi NAME: ._N6 ru:� ( \LL ERMIT#: 7_Q�L-� LOCATION: �A 7 (g Ol) 1'� INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings C — Piers onolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing Q�� for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpourl 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. T.:\SueHemingway\Buil ding.Codes.Inspection.FORMSToundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection r quest Queensbury Building &Code Enforcement Arrive: m/p Depart: 742 Bay Rd., Queensbury, NY 12804 Inspector's Initi _ IT#: NAME: LOCATION: �r SPECT ON: �17 TYPE OF STRUCTURE: Comments otings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. �IJ � Materials for this purpose on site. Foundation/Wallpour Q-\ 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:\SueHemingway\Building.Codes.Inspection.FORMS\rotmdation Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection r ues recei d: J'AT Queensbury Building& Code Enforcement Arrive: m/p D 3wp m 742 Bay Road, Queensbury, NY 12804 111spector's Initi s: / NAME: 1'\ 4 PERMIT#: J —� LOCATION: _ ( � . INSPECT ON: TYPE OF STRUCTURE: Y lv/a aming COMMENTS J 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 %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 %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 I_ASueHemingway\I3uilding.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Town of Queensbury Building &Code Enforcement Office No. (518)761-8256 Commercial Final Inspection Report Inspection request received: Name: -0 ti-XE)I m \6 Eul ov��S Inspected on: T Location: \`36��E �'��9 Arrive: �C� a . p.m. Permit No.: �'� r�cC7.� Inspector's Initials: t COMMENTS Y_ N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10'or Equivalent Interior I Exterior Guardrails 42 inch Platform/Decks Interior/Exterior Balusters 4 inch Spacing Platform/Decks Stair Handrail 34 inch—38 inch/Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 sq.ft. All Doors 36 inch w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36"(w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors Okay Relief Valve,Heat Trap/Water Temperature 110 Degrees Maximum Boiler/Furnace Enclosure 1 hour or Fire Extinguishing System Fresh Air Supply for Occupancy/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 to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 'Y2 doors >10%> 1000 sq.ft. %Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour,3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping,3,000 sq.ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets/Mirrors Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 inch, Checkout 36 inch Handicapped Ramp/Handrails Continuousl12 inch Beyond [Both sides] Active Listening System and Signage Assembly Space Final Electrical/Flex Gas Piping Bonded Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway 4" Water Fountain or Cooler Building Access All Sides by 20'/Drivable Surface 20'wide Gp Special Inspections/Engineer or Architect Approval Okay To Issue Temporary or Permanent C/O Okay To Issue C/C Commercial Final Inspection_11 2712 SCHODER RIVERS - Prospect's Rise Professional Offices 2315-2 Route 9N ASSOCIATES ake George, NY 12845 Consulting Engineers, P.C. R E C0VEI®518) 668-2918 Fax (518) 668-2919 FEB 112005 February 9, 2000 TOI/VN OF SRA#05-577 TO: Dave Hatin, Executive Director PLANNING OFFICE RY Town of Queensbury, Dept. of Building and Codes 742 Bay Road Queensbury, NY 12804 FROM: David Evers Schoder Rivers Associates SUBJECT: Mountain View Outlets, Lake George, NY New Front Facade We have been retained by Hoffman + Riley Architects of Albany, NY to provide structural engineering design services for the above referenced project. The construction for this project is classified as an Alteration in accordance with Appendix K of the Building Code of New York State. Section K602 notes that the existing structure must comply with the minimum design loads applicable at the time of building'construction. The existing building was not designed for, or required to be designed for, seismic loading criteria.'Seismic design compliance for the proposed project is not required unless the project includes modifications which will increase the seismic load or reduce the capacity of any element by more than 5%. Although the new roof framing will increase the structure's dead load, it does not increase the overall weight of the structure by more than 5%, which in turn limits the increase in seismic base shear to less than 5%. Similarly, the increase in wind load due to this framing represents an increase to the overall wind force which is also less than 5%. The new construction does create roof parapets that did not exist in the original structure. However, with the balanced roof snow load.imposed on the over-framing behind the parapet, the effective width of each,parapet is less than 15'.-Since these roof projections are less than-15', snow drift does not accumulate per section 7.8 of ASCE7- 98. If further information is required, please contact us. Sincerely, David W. Evers, PE Shaun M. Rivers, PE Project Engineer Principal cc: Hoffman + Riley Architects— Richard Hoffman TOWN OF Q UEENSB URY 742 Bay Road, Queensbury, NY. 12804-5902 January 10, 2005 Mountain View, LLC 384 Broadway 2nd Floor Albany, NY 12207 To Whom It May Concern: This Department has received drawings for a new fagade to the Mountain View Outlet Stores at 1476 State Route 9. The drawings are not sealed by an engineer or architect and must be, due to the value of construction being over$20,000. Also we need structural calculations that show that an engineer has calculated the ground snow load and wind load for these structures to ensure that they will withstand the snow loads and wind loads for this area. If you have any questions, I can be reached at (518) 761-8253. Thank you for your attention in this matter. Sincerely, T of Quee ry r' David Hatin, Director Building and Code Enforcement DH/mg L:\Maria Gagliardi\MARIAG\Mountain View.doc EIVED SEISMIC REVIEW SUMMARY r , r�u 2 2 2005 Wau PROJECT: 70111;\i r , OF G?UED;SLIU;YILP LOCATION: �,�/6� �jPcst yG Ny/ ZIP CODE: /7f ITEM Value BCNYS BCNYS Code Section Page No. Site Class Table 1615.1.1 317 (default to site class D) Section 1615.1.1 316 S,(short period) Figure 1615(1) 318 S, (t second period) �, p Figure 1615(2) 319 F.(site coefllclent—short) , j z Table 1615.1.2(1) 320 F,, (site coefficient--1 sec.) Z, Table 1615.1.2(2) 320 S.. (short period adjusted) &17, Equation 16-16 317 S,, (1 sec. period adjusted) Z,l� Equation 16-17 317 Sos (short period) , Equation 16-18 320 So, (1 sec. period) �,�G� Equation 16-19 320 Seismic Use Group Table 1604.5 287 Seismic Design Category Table 1616.3(1) 324 (short period) G Seismic Design Category Table 1616.3(2) 324 (1 sec. period) C SEISMIC DESIGN CATEGORY This category determines the (most severe of above two) design analysis and whether MEP systems must be braced. Analysts Procedure Used Section 1616.6 326 Building Components Subject To Section 1621 345 Seismic Design Requirements: Architectural Section 1621.1.1 & 345 Mechanical Section 1621.1.6 347 Plumbing ditto 347 Electrical ditto 347 SCHODER RIVERS ASSOC. PROJECT: Mountain View Outlets SHEET: Cover Consulting Engineers, P.C. "Addition" 2316-2 Route 9N LOCATION: Lake George, NY DATE: 2/14/2005 Lake George, NY 12845 BY: DWE Phone: (518) 668-2918 PC- 05-577 CHK: SMR Fax: (518) 668-2919 Lateral Load Analysis Existing Structure-Dead Loads.............................................1 Existing Structure-Seismic Load Increase (<5%)..................... 2 to 4 Existing Structure -Wind Load Increase (<5%)........................ 5 to 6 Existing Structure-Snow Drift Accumulation............................7 to 10 Existing Structure-Canopy Framing with Increased Dead load.... 11 to 17 New Construction-Clock Tower-Wind and Seismic Details....... 18 to 25 i • , i -�- I� i �C'ly/yl-� � � � � ��_fj.�ZuG�n—�—/�I-/l/v_T �4•Cfcyr'l/,—.!/�6'i-._� _I--T- ___._. , - -. J --- - - - - ------ qqy i • i , I : i I I I , y i , I - I i 12 , : : -!-1- - ---i-- -'-1 : 000 • I I I I � I i I I �i � �___ I I � it-L_ I , ��- TT ; -751 on- ---------- 07y— m,7, ---------- d- ----------- 5rS 7. I � � - oz .��-- -- - - - - Al 1*7/ ------ ------- ---�y� J - -- - --- - --- --- Lam' --- I -r 2 - r . 4) a'hi — -- h hl---- ------ --- _T- LL -------------------- - - - ------- ----- ----------- - - — ----' _--•--- I ____.----- --- -- -- ----- - ,—inn/ ------ I- "� -------------------------- � --; v -- - O.-C - l - i •- -- -r--L 1 I j l i � ! � � I � � �� -- � ----I I I i � i � �i-1� I - I - I ! I I I ;I-------- 1-I 1 I I T_ I I � I I I I M�nJ TS e 7 -ems�•�v? T---i-1— I 7 � PO � - I -- G _ y lua 1 25 6A. STANDING A4 SEAM METAL ROOF A4 ALUM GOPIN6 MET DRIP EDFE HIGH 0045ITY POLYURETHANE GROWN FASCIA MOULDING HIGH DENSITY POLYURETHANE GROWN FASCIA MOULDING I"x b" W7. TRIM I"X b" No. TRIM S/b" FIR PLYND. PANELS PENDANT LIGHT W/GROVES b" O/G (BY OWNBR) CERAMIC, TILE PANEL 5/4"x 4" CAWAR TRIM - SiB: DETAIL . open /b" FIR PLYWD. PANELS 5/4'x 4" CEDAR hl/SROVE5 be O/G CORNER BOARDS . CERAMIC, TILE PANEL - SEE DETAIL t--EXIST. ROOF MDO BOARD 5/6" FIR PLYWD. PANELS W/GROVES V O/G 12"m, 2 PIWE FIBERSL.ASS 5/4'x W CEDAR COL. W/SQ. GAP AND BASE CORNER BOARDS 2'-0"x Z'-O" CONCRETE PIER Li PARTIAL ELEVATION A Wks>"-v m � V � � 8 NOLL` IGIa "IVU HHHUREER MUM I IV no-Ili so-lei .9nef 0 J arr .�oaa .n ro �n • « so-lb I no-ILA .o'JL AOJW All ltfS �4 /,UFO I � u i u i u MATCH LINE I _ I ELEVATION 'C' om, IT -7-7 4'e;o V__ z t- -5_1_3 171- sir �s�_� Z ��5�_ Ty- 7 -------------- Z/V ---------- ----------------------------- COMPANY PROJECT p� Q9 Woo'dWork' s.' Feb.1,2005 15:49:43 ex joist 2.wwb T�� Design Check Calculation Sheet LOADS: (Ibs,psf,or pif) Load Type Distribution Magnitude Location (ft] Pattern Start End Start End Load? 1 Dead Full Area 10 (16.0) No 2 Dead Full Area 88 (16.0) No *Tributary Width (in) MAXIMUM REACTIONS (Ibs)and BEARING LENGTHS (in) : a 8. Dead 524 524 Live Total 524 524 Bearing: Length 1.0 1.0 Lumber-soft,S-P-F(S), No.2, W" Spaced at 16"c/c; Lateral support:Top=full,Bottom=at supports;Repetitive factor:applied where permitted(refer to online help);Load combinations:ASCE 7-95 SECTION vs. DESIGN CODE NDS-1997:(stress=psi,and in) Criterion Anal sis Value Desi n Value Anal sis/Design Shear fv @d = 61 Fv' = 63 fv/Fv' = 0.97 Bending(+) fb = 957 Fb' 963 fb/Fb' = 0.99 Live Defl'n negligible Total Defl'n 0.35 L/277 0.53— L/180 0.65 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 775 0.90 1.00 1.00 1.000 1.20 1.000 1.00 1.15 1 Fv' = 70 0.90 1.00 1.00 (CH = 1.000) 1 Fcp'= 335 1.00 1.00 - E' = 1.1 million 1.00 `, 1.00 1 Bending(+) : LC# 1 = D only, M = 1047 lbs-ft Shear : LC# 1 = D only, V = 524, V@d = 445 lbs Deflection: LC# 1 = D only EI= 52.40e06 lb-in2 Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1.Please verify that the default deflection limits are appropriate for your application. 2.Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. s� 1 j - /V,:vlw) - ---- - ------------�---- ---,----,_..------ . ---;v�y eve----l��I- - .Y1y�-i---- - -- -- V NS ` _ .. .. - - - - r -- �. - I ' - - Loet �- feoo, t, ' I I I Zxc 71 , , �� r f/f�j��^ ��i Ct-ram._ -/ o- ��--- --_ �•-�`�'a/Z`l'g-=`-G - -- Z , , -- ------ --- - -- - - -- -- ------- i yj1,07 -- ---- - — - -- --- -- ------ -- z`-r_= y✓ ; _ y I I -----= - -------- '-- - - - --- --- - �v� -_-- - i I i - ._ I -��O I___"�--j--1 �I �• I �-�' I I i I 1 �_�-j I ' i-�-i-_.�.- � I '� I .. ., i-17 —FF-- s -- y �y oel i ---------- 4,-A-o Ez ----------------- )--4 vi �7 COMPANY PROJECT WoodWorksdD wR w+tcc;aezt:H Feb.14,2005 14:53:41 head1.wwb Design Check Calculation Sheet LOADS: (lbs,psf,or plf) Load Type Distribution Magnitude Location [ft] Pattern Start End Start End Load? 1 Dead Full UDL 40 No 2 Snow Full UDL 353 No MAXIMUM REACTIONS (Ibs)and BEARING LENGTHS (in) : 0. 12 Dead 240 240 Live 2117 2117 Total 2357 2357 Bearing: Length 1.8 1.8 LVL n-ply, 1.9E, 2600Fb, 1-314x11-1/4", 1-ply Load combinations:ASCE 7-95 SECTION vs. DESIGN CODE NDS-1997:(Ibs,Ibs4t,or in) Criterion Analysis Value Desi n Value Anal sis/Des. n Shear V @d = 1989 Vr = 43D2 V/Vr = 0.46 Bending(+) M = 7070 Mr = 9281 M/Mr = 0.76 l Live Defl'n 0.42 = L/345 0.60 = L/240 0.70 Total Defl'n 0.49 = L/294 0.80 = L/180 0.61 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2600 1.15 1.00 1.00 1.000 1.01 1.000, 1.00 1.00 2 Fv' = 285 1.15 1.00 1.00 (CH = 1.000) 2 Fcp'= 750 1.00 1.00 - E' = 1.9 million 1.00 1.00 2 Bending(+): LC# 2 = D+S, M = 7070 lbs-ft Shear : LC# 2 = D+S, V = 2357, V@d = 1989 lbs Deflection: LC# 2 = D+S EI= 394.52e06 lb-in2 Total Deflection = 1.-50(Defln_dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1.Please verify that the default deflection limits are appropriate for your application. 2.SCL-BEAMS(Structural Composite Lumber):the attached SCL selection is for preliminary design only.For final member design contact your local SCL manufacturer. 3.BUILT-UP SCL-BEAMS:contact manufacturer for connection details when loads are not applied equally to all plys., -i -7 it Z ? JE ---�--�---�- - - fi )2-X- - -- -� ,j'y -;-emu - ,�--,--j,��; T-I I L 2:�Z2 A it I LJ 1 LL f -!/,,�lp L-L --,L--! MV-T ,�Q-C2 - -- i oA --------------- el i-514 , - l , , i : I i i : r.. - - --. --- -- :-_-- r r V MCE Parameters - Conterminous 48 States Ac:F- Zip Code - 12845 Central Latitude = 43.425219 oS>> Central Longitude = -073.704552 Data are based on the 0.10 deg grid set Period SA (sec) (%g) 0.2 035.4 Map Value, Soil Factor of 1.0 1.0 010.4 Map Value, Soil Factor of 1.0 MCE Parameters x Specified Soil Factors 0.2 053.8 Soil Factor of 1.52 1.0 024.8 Soil Factor of 2.38 MCE Parameters - Conterminous 48 States Zip Code - 12845 Central Latitude = 43.425219 Central Longitude = -073.704552 Data are based on the 0.10 deg grid set Period SA (sec) (%g) 0.2 035.4 Map Value, Soil Factor of 1.0 1.0 010.4 Map Value, Soil Factor of 1.0 MCE SPECTRUM x SOIL FACTORS Fa = 1.52 Fv = 2.38 Period SA (sec) (%g) 0.000 021.6 0.4FaSs 0.092 053.9 To 0.200 053.9 T=0.2, FaSs 0.460 053.9 Ts 0.500 049.5 0.600 041.3 0.700 035.4 0.800 031.0 0.900 027.5 1.000 024.8 T=1.0, FvS1 1.100 022.5 1.200 020.6 1.300 019.1 1.400 017.7 1.500 016.5 1.600 015.5 1.700 014.6 1.800 013.8 1.900 013.0 2.000 012.4 L-A 7- ri _ J —j—i —�- -��- - fz l - - ---- - -- ------ - — -��-'-�': ; I --''--i -- --- —' r—' —;—�—I —' --- IN I -I- --- - ti------------- ------ _ , �/ 7 - - i i I i 2�Z'2 Z'L2z 177 1 '% i 1 ( 1 , L 2: L i t • I 1 1 �' 0� f I ' id . r 1 11 I woo , 1 �.I 42 ' i I i -1- , , I I , I - I Q -- i cp, 1 I -�--T--r -,- It I I __ - 10 ' j ! J y 4- It - I z`6 • LOT 35 BUILDING REV►E wED By � CPT ---- DATE S83,31 27.f-. 188.93 �j 0 c, Ob LOT 22 LOT 36 31,576.64 sq f o .� 'a�enflOn Hpme W 0.72 acres a 3 0'wn o - Please assure Owner o o ;0 Pool Enclosure You are familiar with the o N 96.8 0 Your require `� C a° ^ N I what oot. We wilt,be hap ents spec�rc to o " � Z aI � a�.s o �yj0� t Requirements Py to explain Z 70 l 04 � Myl meet per A you wilt have to f W RECEIVED NeW York pAendix G Of State Residential Code. �� E..� � AUG ?004 ASPItALT TOWN OF QUFENSBURY BUILDING AND CODE L=0.57' R=25.00 N87°25'55'W N' 013'31'W 43.00' 149.05' I HEREBY CERTIFY THAT THIS MAP WAS PREPARED HAVILAND ROAD FROM �' ` "' . THIS GERTMAT1pN SHALL RUN ONLY TO THE PERSONS FOR WHOM THE SURVEY WAS PREPARED. AND ON THER BEHALF TO THE TITLE GOWANY. GOVERNMENTAL AGENCY AND LENDING IN5TtTUTION USTED HEREON. CERTMATIONS ARE NOT TRANSfERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. CERTMD TO, JOSEPH T. ♦ ROSEMARY BU55o NATIONAL CITY MORTGAGE. 115- SUCCESSORS AND/OR ASSIGNS GENERAL NOTES: aUEENBBUR VARIANCES REQUESTED FROM THE TOWN OF QUEENSE3URY G-1) BASE MAP BASED ON A SURVEY PREPARED FOR GORDON DEVELOPMENT, BY SANTO ASSOCIATES, LAND SURVEYORS k ENGINEERS, P.C., PROJECT NAME 'FACTORY STORES OF VARIANCE REQUIRE EXISTIN PROPOSED AMERICA*, SANTOS ASSOCIATES DRAWING NUMBER 4707C, DATED APRIL 20, 2004. G APPROXIMATE 0-2) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION; CONTACT DIG SAFELY NEW YORK AND RECORD FILE /. VERIFY BUILDING CONNECTIONS, LOCATION AND ELEVATION, PRIOR PARK SOUN 1. BUILDING TO FRONT PRDPERTY LINE 75 FT 18.7 FT 18.7 FT TO INITIATING CONSTRUCTION: CONFLICTS OR DISCREPANCIES SHALL BE REPORTED TO THE OWNER OR Apt(t0NDACK ENGINEER IMMEDIATELY. NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE NOT AS INDICATED. LANDS N/F OF LANDS N/F OF \\ PLANS HAVE BEEN APPROVED UNDER THE AUTHORITY OF A RESOLUTION F L.803 .232 LAKE GEORGE ASSOCIATES MICHAEL \ ADOPTED 11-23-04 BY THE PLANNING BOARD OF THE OF THE TOWN OF . . L787 P779 LANDS N/F OF LANDS N/F OF DUEENSBURY, NEW YORK WITH THE FOLLOWING CONDITIONS: ' BOATS BY GEORGE, INC. BOATS BY GEORGE, INC. 1. THE APPLICANT PROVIDE COLOR RENDERINGS WHICH WOULD REFLECT / t g L.1038 P,192 THEIR DRAWINGS THAT THEY PRESENTED AT THIS PARTICULAR PLANNING L.1096 P,79 MEETING TO THE TOWN PLANNING DEPARTMENT, / �► H IY'i \ 2. THAT WE RECEIVE A FORMAL C.T. MALE SIGN-OFF, o 3. THAT A MAXIMUM 100-WATT LIGHT BULB BE UTILIZED IN THE TOWN / LOG JAM \ - _ , ALUMINUM STORAGE BUILDING \ AND IN THE SCONCES. / 1 } RESTAURANT,{�A C A ---�� LOCATION PLAN // 3` SONO A 4, PARK A R `4 m w R _ AS M IN LANDS N/F OF e m m DAVID R. WHITE _ m m ® — EN•mumMsr40 An 726 30 _ I M A C A D A M P A •- - BASH 2.'aA `� e I` ' m r m/ N C A R F-A 20 BU/CO/NO Sf r9A C ` N Leff POLE& FAAD��(7UIK(=) MOR PRpEW / W, � Sellsr m / m OBBF7NNTION 7DtiiTI�A) BA BIN rp I SimLm OTM IN LY - t, / I ®• Ou m \ w�liemrcaVw.+�,V.9 +.�� CAS IrNE (l.> 3� L/S "LOGJAM` m dA51NABAA9N O AS W, R�LV fff MAILBOXES RESTAURANT ® m > O rMIIRETT-IURTIN EIiDNEEAS m LANDS N/F OF "------S.F.FaM Wwt. I I I i I (� _ I L/5 / ros• \ m a o i AN ai A C A D AFOIA,c L`-HE`_ , a_ ° �° 1 - 8 o / NIAGARA MOHAWK POWER CORPORATION / I I I eis�N Y-E PA qK/ -- N .t� A N C e1"T&I q E A�9. I rpFtG I LAWN ?' =1 . � Ft ••\ 3 ROOF OLFRHANC A/C vNITS NOTE: LOG JAM RESTAURANT i rLACPOLES /rr 'S✓OEWAtK �l p4 SEPTIC SYSTEM IS APPARENTLY n '�r •• E FACTORY , ff 3 p LOCATED BENEATH THIS PARKINO O OUTLETS R D AREA SIGN ONE STORY FRAM£ O ' es d a �A (ACTOR bTEET STORE BUILDING IA.T.M.; 65 RM7• D ' !A (44,730 SC.Fr AINERICA" ;M;>, G • t I ssn r INTERIOR WALLS (TYP.) I r`•< pG o I LANDS N/F OF BOATS BY GEORGE, INC. L.1038 P.189 Y Y. �IIv/ • �`_��""'•-a---�-�'pr Ate._ I I I i A sr G p 1 � � � YY \� cAT N i i i �°ep a/c umTB p IM D O O E O ( •ete BABIAP- --`—<: 1t 4.549 ��wa _ "A C A D----q M"•� -a:- __ ' •gyp 'n s.• ACRES .i' ." ' • CE �/ CRA VEL PA R KlNC AREA Q PERMANENT EASEMENT 'r'S q 0 Ai p��';r HA-�,-,�� _ 5'dN BA I U S E D F O R 8 0 A T 5 T O R A C E \ a / TO STATE OF NEW YORK ��r e) Bsn ®�/� (198,1 b0.11 S.F.) I f 1 / L.1072 P,217 RY A C A O A AY _� 24'w, I (Igoy� Y PARK/NC AREA �•le'S � BAS NN -- • Oj' ,\NAIIUR�AyL�� rB(//_LQNG��r I nL.il\IMF SETBABy CK LI / � LANDS N/F OF S� •N� KENNY-BROCK PARTNERSHIP JARRE7� �� AS WE CULVERT MN ET BAfNk BY ONE-STORY L.912 P 195 ��• _ OBREIlVED BY AS O RETAIL / CONCRETE s •"Allinson,no` JARREIT-11AR11F1 ElIOMJE[IK / BUILDING / AB OBSEMED BY SMW LMIED SEDIl M TiiAP; Sym LBrED DRCFk ,M W&W-MARTEJ ENDNEERS AS OBSERVED BSERVED K - JARRETT-MARTIW ENGNEERS JMRER--MARTIN LANDS N/F OF LEGEND: KENNY—BROCK PARTNERSHIP L.912 P.199 EXISTING / BY OTHERS; (existing features denoted by lower case lettering) DRAWING NOTES: NEW / PROPOSED IN THIS DESIGN: GRAPHIC SCALE SITE PLAN 40 0 20 40 80 160 C1-1) LOCATIONS OF DRAINAGE/STDRMWATER STRUCTURES AND FEATURES OBSERVED BY JARRETT-MARTIN N PROPERTY LINE: 1 SCALE:SEE GRAPHIC SCALE ENGINEERS SHOULD BE CONSIDERED APPROXIMATE ONLY, BASED ON FIELD REFERENCES. PROPERTY LINE SETBACK: ---- --^--- (NOT LOCATED BY SURVEY). E FENCE: ( ni tilEi ) 0 ELECTRIC LINE: c ELECTRIC LINE: E N i EXISTING SEWER LINE: SITE AND ZONING REQUIREMENTS Q g STONE LINED DITCH: •-- -� -- PERCENT PERMEABLE(ail phases): !t ZONE: HC-INT HIGHWAY COMMERCIAL INTENSIVE ZONE percent permeable =(total Site-total impermeable)/total site 02J25/05 ® REVISED PER PLANNING BOARD COMMENT TSM ® 'Q WATER SHUT OFF VALVE: 'b° LOT SIZE: 4.5493 ACRES (198,160.11 SO FT) p IMPERMEABLE: 10/15/04 A SUBMITTED FOR SITE PLANlAREAVARIANCE REVIEW SM/HT LIGHT: O REQUIRED .g BUILDING SETBACKS EXISTING BUILDINGS �-? 4^p FRDNT 75 Ln p DATE REV# ISSUED/REVISIONS BY HYDRANT; a'ry 1Bt FTFT e$QPD$EQ CHEW OR ADDTKINAI.1 Qu 2 5 SIDE• 70 FT MIN 5n FT TOTAI ]78 FT MIN•(R7.R+ FT TOTA11 EXISTING 5n IS9 cc 0 i DO SITE PLAN TEST HOLE: B BACK 25 FT 250�t f; TOTAL 50 159 er Q N Z w PERCOLATION TEST: U MINIMUM LOT SIZE_ 1 ACRE 4 549t A=5 PAVED/GRAVEL AREAS (INCLUDING DRIVEWAY,WALKWAYS,CONCRETE PADS) CuC t3BOP.OSED (NEW OR ADDITIONAL) ® PROPOSED FACADE RENOVATION More MOUNTAINVIEW OUTLETS,LLC N NOTE REFERENCE TAG: T 1 MINIMUM LOT WIDTH 15O FT 1583 FT E10STING 75313 E U E� v1 SEE 0110*0+/FOR NOTE MINIMUM LOT DEPTH 'tit FT 9Dts TOTAL ]t,>�,-eF 0- Q LL U.S.ROUTE 9 I` TOTAL IMPERVIOUS 125,872 SD. FT. 0110 QUEENSSURY,NY DETAILM MAXIMUM BUILDING K:H MEf 49 FT LESS THAI1 aG Fi ,je Q S Z DETAIL REFERENCE TAG: PERMEABLE AREA o JARRETT - MARTIN ENGINEERS, PLLC aQ Ot MINIMUM PERCENT RM eR r vac e�F•F c'4ICJLATYINS IpW PERMED 50. FT. - 125,872 S0. FT, 72,288 S0. FT. `SEE ORAWIND/FOR DETAIL 72,288 SO. FT. / 198,160 S0. FT. = 0,36 x 100 - 36% H x a"AREA RATIO (FryR1 � D 45 H.THOMA3 J,4RRETT PROFESSIONAL ENGINEERING A,rVI —SECTION CUT DIRECTION PARKING SPACES P.E.#57509 12 EAST WASHINGTON STREET PHONE:(518)792-2907 cOPTRIGHT C 2OD4 GLENS FALLS,N.Y. FAX:(518)796.1864 SECTION REFERENCE TAG: cT LETTER 20 FT MiN. (SUM OF 50 i'T) arrco tSWN*oawrw,v�NA d 0t ---SEEew¢srAivau�c cowlPa�mlE DRAWING III TOR SECTION AM- OGTOBER 2004 PRO#04-125 SHEET;1 OF 3 evAur�Ne®exaxewle urAAhnIL FILE:F/0412510'.104 LOG JAM SITE CESIGN.GVG PLOTTED/REVISED OZW0510'00AM W A iEKtTIM P 1NIi ooalwrt.Yc4vr / , \ GENERAL NOTES: G-1)BASE MAP BASED ON A SURVEY PREPARED FOR GORDON DEVELOPMENT, BY SANTO ASSOCIATES, LAND SURVEYORS k ENGINEERS, P.C., PROJECT NAME "FACTORY STORES OF jAMERICA", SANTOS ASSOCIATES DRAWING NUMBER 4707C, DATED APRIL 20, 2004, APPROXIMATE G-2 LANDSCAPE DESIGN BY OWNER. SPACING VARIES , SEE PLANTING PLAN 2" FINE SHREDDED BARK MULCH r� 3" HIGH SAUCER AMENDED PLANTING SOIL; / EXISTING PARKING AREA MIXTURE IN THE FOLLOWING f RATIOS BY VOLUME: 2 4 PARTS PEAT MOSS TOPSOIL 9" (MIN.) TIP F04 2 PARS PEAT HUMUS 1 PAR FERTILIZER (10-6-4) NOTE: 1 CTHISOV , PER SHALL APPLY TO ALL GROUND COVER., PER do ANNUAL BEDS (6)DWARF OOLD MOP +f LAWN AREA .� PERENIAL BED PLANTING DETAIL SCA E:N.T.S. (h YLIJC CHIP R � (2)AN (5) Plomv b �O� ' EXIST NG FLAGPOLE (TI O/ (2) COW 1NRiAD E 3' SHREDDED low- (a) Kim CNP BARK MULCH WIDE PAIN 3" HIGH SAUCER AMENDED PLANTING SOIL; (Lt) PIOI/I (4) lIJR14111D OM N MIXTURE IN THE FOLLOWING (d) OWARi OOLD •'' RATIOS BY VOLUME: I c LAWN ARFA 20 PARTS TOPSOIL4 PARTS PEAT MOSS / `w B" (MIN.) 8" (MIN.) 2 PARS PEAT HUMUS 1 PAR FERTILIZER (10-6-4) :. (1) ►1rpomm TREE AIMRULS WED 8E EXISTING BUILDING r �} SHRUB PLANTING DETAIL SCALE: N.T.S. ()PARK BUM—,' if LAWN AREA -+:" CltCULNt PATTERN r N ARF/1 (5) ourm O lUSM LAWN +.•,,t ;, PLANS HAVE BEEN APPROVED UNDER THE AUTHORITY OF A RESOLUTION ®ADOPTED 11-23-04 BY THE PLANNING BOARD OF THE OF THE TOWN OF / QUEENSBURY, NEW YORK WITH THE FOLLOWING CONDITIONS: I. THE APPLICANT PROVIDE COLOR RENDERINGS WHICH WOULD REFLECT 60 THEIR DRAWINGS THAT THEY PRESENTED AT THIS PARTICULAR PLANNING L�IG PLAN MEETING TO THE TOWN PLANNING DEPARTMENT. Z SCALE:SEE OPAPHC SCALE 2. THAT WE RECEIVE A FORMAL C.T. MALE SIGN-OFF, E 3. THAT A MAXIMUM 1DO-WATT LIGHT BULB BE UTILIZED IN THE TOWN LEGEND: AND IN THE SCONCES. EXISTING / BY OTHERS: -RUBBER HOSE FRICTION GUARD _N NEW / PROPOSED IN THIS DESIGN: PROPERTY LINE: /'GUY WIRE Q �B LONG 3" DA. CEDAR STAKES 02/25/05 REVISED PER PLANNING BOARD COMMENT TSM iL PYGMY BARBERRY: 3" SHREDDED BARK MULCH 10/15/04 A SUBMITTED FOR SITE PLAN/AREA VARIANCE REVIEW g BLUE CHIP JUNIPERS: SM/HT�-3" NIGH SAUCER DATE REV# ISSUED/REVISIONS gy GOLD THREAD CYPRESS: !,� — AMENDED PLANTING SOIL;MIXTURE IN THE FOLLOWING DWARF GOLD MOP CYPRESS: rrl 200 PARTS TOPSOIL RATIOS BY VOLUME: LANDSCAPE PLAN C2 O �� PARS PEAT MOSS 2 HYDRANGEA TREE: S PEAT HUMUS PROPOSED FACADE RENOVATION @ ® 12" (MIN,) 8" (MIN.) 2 PART FERTILIZER (10-6-4) MOUNTAINVIEW OUTLETS,LLC 4 BURNING BUSH: O NOTE: U,S.ROUTE ALL TREES 3" CALIPER AND LESS SMALL BE QUEENSBURY,NY p STAKED AS SHOWN USING 3 STAKES /�� ry d ANNUAL FLOWERS: Jl1t R 1 1 - MARTIN ENGINEERS, PLLC H.THOMASJARRET PROFESSIONAL ENGINEERING P$.#67509 12 EAST WASHINGTON STREET PHONE:(b18)792.2907 AREA TO BE MULCHED: ' TREE PIANTI VG DETAIL COPNfRGHT o 2004 GLENS FALLS,N.Y. FAX(518)7961g64 o ., ..". . SCALE: N.is. mar m�oamuoiww"c.amn OC:TOBER2004 PRO#04-125 SHEET:20F3 l4 A�re".�nocnrwF oodr�F"rFusar FILE F/04125101104 LOG JAM SITE DESM,WVG PLATTED/REVISED 022y05107NM A Uarve®FN6M101IF VMAMUI GENERAL NOTES: G-1) BASE MAP BASED ON A SURVEY PREPARED FOR GORDON DEVELOPMENT, BY SANTO ASSOCIATES. LAND SURVEYORS IN ENGINEERS, P•C., PROJECT NAME 'FACTORY STORES OF AMERICA", SANTOS ASSOCIATES DRAWING NUMBER 4707C, DATED APRIL 20, 2DO4. APPROXIMATE ~� LANDS N/F OF LANDS N/F OF LANDS J. TATKO \\ / LAKE GEORGE ASSOCIATES L.803 P.232 L.787 R179 0)✓ LANDS N/F OF 0 C�NOLEi00T(IYP.) LANDS N/F OF BOATS BY GEORGE, INC. 2 CMFDLEFOOT I BOATS BY GE !NC. g L.1038 R192 L.1096 P.79.7g � \ / - H 1 CANDLEFOOT I 1 1 'o 0.00 CIINDLEF+OOT I //r� S L p J M ) \ - '0, p, p,0 �.1 t1.1 0.0 i e ALUMINUM STORAGE BUILDING RK/NC A RE A \ LION1' POLE t OT N PIIaEIR ` 7/ / �.1, .0 to',,1oD 'Do \ ' M OWN M 70C1DM1I / V' (ANDS N/F OF m DAVIE) R. VIHITE 0.0 'Do L.726 P.30 ;0 b.o r b.e0.i.u.,,,,,�.,., D ! BAAAV 0 0 y d G4iDtEF00T // •aIA • 1 + 'y m L 2 CAMME/OOi _ b '0.0 .0 y. '0.0 .2 ? �A'Do `. 0 0 x0.0 tD \\ s CA1CN f 1 CANDLEFGOF a L/s LOGJAM" m AraA � BASri 'O.0 'o.0 '0.0 'O.b .0 OI maLBpkES RESTAURANT t. 5�to .0 U. .3 t .0 '0.0 t. '0. �. to '0.0 J /. J .0 oao c�NOIEFnoT r -0►_ L _I c I m LANDS N/F OF C O'2SCANDLEFOO .I E Oy 0� 0. �.0 8-o'OOo�0.0 '0.0 Ift as ° '00 L' m 00 'O.dj '0 0.0 1 1. Fl. 1 '0.0 .0 'Do 'kA "0.0 t.0 NIAGARA MOHAWK `3 11 4 10 r01 41 '0 \ POWER CORPORATION v e apL .0 0.0 "O,o .0 0 0.0 r \ D ♦ CAI.IA LAWN a ■ °�-o ` m 'Do p �^o • / OVERHANG1 4. pP .0 �A/t;UNIT 5 � 'D, NO'F LOG JAM RESTAURANT E J FL L , ��AFWA1, ,i / PO SEPTIC SYSTEM/S APPARENTLY r^ I OR O p 4OCA TED BENEATH 7N/S PARK/No u OUTLETS '0 SICN ONE SJORY .0�00. `0.0 '0.0 AREA F RAM£ a O bLqwN'0.0 '0.0 .0 FACTORY SJORE$JL OF STORE- BU/LOING iA r.M„ E 1�10 10.0 b.0 10.0 0 ' CIA 614.)JO So A/dER/(,A. iVO '0.0 `0.0 -0.0 .0 ; r �� pG a d l LANDS N/F OF ;unL� BOATS BY GEORGE, INC. L.1038 P.189 'D.0 III \\ z.•o,A os C W O O D E D a W � 1r r es BA'Src"i i 4o fA A/c uwrt® �.F M , w40a, MAEADA�, _. P z,•xz. ��~'� AQC� SS '- - 8z. w. -� w BASIX ,/ CRA VEL PARKlNC AREA / PERMANENT EASEMENT �41♦`� R C'A D ce*oi -----�_:. ®// USED FOR BOAT S T O R A CC a TO STATE OF NEW YORK A'A C A D we 6,` BAS'X R / L 7072 P.217 A// A. K L W.r�m BASIN L NC AR, A ��es �• \ � LANDS N �•KENNY-BROCK PARTNERSHIP �rrm'�• I ONE-STORY L.912 P,195 RETAIL / ~ • BUILDING Ln c / -• -�,� � 493 TT LANDS N/F OF �- - KENNY-BROCK PARTNERSHIP c L.912 R199 c a o GRAPHIC SCALE DRAWING NOTES: N n 8ITE PLAN 40 D 20 40 so 16o oLU SCALE:SEE GRAPHIC SCAL[ C3-1) SITE LIGHTING SHOWN ON THIS DRAWING INCLUDES ONLY FIXTURES ON MOUNTAIN VIEW pI OUTLETS. LLC PROPERTY, ILLUMINATION DUE TO OFF SITE LIGHTING NOT SHOWN. 1 E ( IN nXT) ®C3-2) ALL EXTERIOR BUILDING LIGHTING FIXTURES TO HAVE 100 WATT BULB (MAX.) J _N I g a 02/25/05 REVISED PER PLANNING BOARD COMMENT TSM 0 a- 10/15/04 SUBMITTED FOR SITE PLAN/AREA VARIANCE REVIEW SM/HT 4 DATE REV# ISSUED/REVISIONS BY E PANS HAVE BEEN APPROVED UNDER THE AUTHORITY OF A RESOLUTION u OJEENSBURY NEW YORK WITH P HENFOLLOOING WNG CONDD OF IITIONS:E OF THE TOWN OF LIGHTING PLAN �'.+3 1. HE APPLICANT PROVIDE COLOR RENDERINGS WHICH WOULD REFLECT PROPOSED FACADE RENOVATION N THEIR DRAWINGS THAT THEY PRESENTED AT THIS PARTICULAR PLANNING MOUNTAINVIEW OUTLETS,LLC MEETING TO THE TOWN PLANNING DEPARTMENT. U.S.ROUTES 2. THAT WE RECEIVE A FORMAL C.T. MALE SIGN-OFF. QUEENSBURY,NY 3, THAT A MAXIMUM 100-WATT LIGHT BULB BE UTILIZED IN THE TOWN JARRE'1"I` - MARTIN ENGINEERS, PLLC AND IN THE SCONCES. H.THOMAS JAARETT PROFESSIONAL ENGINEERING P.E.#575C9 12 EAST WASHINGTON STREET PHONE:(518)792.2907 COPYRIGHT 0 2004 GLENS FALLS,N.Y. FAX:(518)798.1864 wLr tanm s mo ocAwwawaXA 4WEINLB,MLLBE NXamgtD nyE OCTOBER 2004 PRO#04-125 SHEET:3OF3 ANDwllp A�rtMTRiomIs°°aA@rtptG�r FILE:F104125101104 LOG JAMSITE DESIGN.OWG PLOTTED I REVISED 0225/0510:OOW W AUW1fD ENGMRNq�xW11VL f W U N J w � v + a Z z Q • U. U. W O WZ .J a W G PLAN OF BUILDING F�cfa) I _O I-- Q 5EE ENLARGED DRAWING A2 W W 12'-0" 41 _0 1 1 GABLE END5 SIMILAR c [IF [e� O b� cd EX15T. ROOF Z o Q ELEVATION 'A' WEST NYS ROUTE 9 Z cf) °C m W cr W SEE ENLARGED DRAWING A2 W MATCH LINE 411_0 It_ O 0 I 2 6 12 O 12 6 I I I -- Q V J O 0 F- tJ7"F--- NJ o Z W O ELEVATION F Z SCALE:1/16•-T-O• 5EE ENLARGED DRAWING A2 4 '-O" MATCH LINE 12'-0" n � n,E sr r� 311� FDAULY 19, 2004 MOO S NOTED 0403-1 FLIMIKONS TOWN OF QUEENSBURY BUILDING DEPARTMENT SEP. 20, 2004 Based on odr limited examination FEB. 2, 2005 with our comments shall ELEVATION 'C' construed as tndtca6n� the plans and spedfications are M full ice with the Building Codes of Nrvw Yak State. my BUILDING & FT. REVIEWED BY ' DATE 22 �j FO W F O Q N Z Z L APPROX. RIDGE LINE U. U. W EXIST SHINGLE ROOFING O WZ 3: a 4 BUILT- UP ROOF J A3 BEHIND NEW FACADE p� 3 2 1 GE A3 YAS A3 MODIFIED BITUMEN ROOFING000 t� R II oo ITCH 4"t PER F PITCH 4"t PER FT. .04 ALUM COPING PARTIAL ROOF PLAN J J J J Z3 CO SCALE:1/8'-1'-0' C J 25 GA. STANDING YA44 c SEAM METAL ROOF .04 ALUM COPING 12-O MET DRIP EDGE HIGH DENSITY POLYURETHANE Z GROWN FASCIA MOULDING O W HIGH DENSITY POLYURETHANE GOOSE NECK GROWN FASCIA MOULDING LIGHTS (TYP.) I"x 8 WD. TRIM Q "x 5" WD. TRIM /3/8" GONG, COMP. PANELS - PENDANT LIGHT / \ > U. (BY OWNER) /� �� n1 W/ TEXTURED FINISH APPROX. RIDGE LINE O CERAMIC, TILE PANEL 5/4"x 4" CEDAR TRIM - SEE DETAIL O � EXIST ROOFING J open If 5/4"x 4" CEDAR GONG. COMP. PANELS W CORNER BOARDS W/ T TURED FINISH 4 3 A9 2 i CERAMIC TILE PANEL '� A3 - SEE DETAIL \� � EXIST. ROOF 2"x 4" TRUSS FRAMING, 24" O/C, 51T DIRECTLY ON EXIST. 3/8" CEMENT COMP. PANELS OF SHEATHING W/SMOOTH FINISH 5/5" GONG. COMP. PANELS W/ TEXTURED FIN15H open 12"m, 2 PIECE FIBERGLA55 LINE OF SLOPE CHANGE 5/4x 4 CEDAR COL. W/ 56. GAP AND BASE OF EXIST. ROOF >= V, CORNER BOARDSLl A3 � v W 2 2'-O" 2 x '-O" W W CONCRETE PIER 3'-O"x 3'-O"x 1'-0" J J J J O L LL GONG. FOOTING Z O PARTIAL ELEVATION A PARTIAL ROOF FRAMING PLAN - scAL�:Us•-r-o• 3 SCALE:Us•-r-o• Q O Iffff— Z W D J 46'-0" "I'-0" 3-7'-0" q'-O" 41'-0" O 12 -O 22-O 12 -O 12 -6 12 -O 12-6 12 -O I� -O 1:2f-011 3 .04 ALUM COPING 4 .04 ALU14 COPING 4 6005E NECK O HIGH DENSITY A3 HIGH DE SIT'( — LIGHTS (TYP. 3 2 POLYUR THANE AS GOO E NECK A3 POLYURETHANE - fA GROWN FASCIA O GOOSE NECK GROWN A5CIA MOULDING O LIGH S (NECK 7 .04 ALUM COPING LINE OF BU T MOULDING m LIGHTS ( P.) I"x 8" YNI . TRIM UP ROOF B HIND m HIGH DENSITY LINE OF ERALT `z POLYURETHANE I"x S" WD. TRIM �� UP ROOF 5EHINPT / 1 O GROWN FA501A MOULDING I x 8 WD. TRIM 515 CEMENT GO1 P PANE!5 -I 3/8 CEMENT COMP. �4R :;t 3/8" CEMENT COMP. PANEL 3/�" EM PANELS W/ TEX D 1 I1�ISH �t i E--3/8" CEMENT COMP. PANELS 100 H FINISH PANELS W/5MOOTH FIN15H W/ TEXTURED FINISH W/SMOOT 2 x 3 VW. TRIM W/ 2"x 3" WD. TRIM W/ - 5/4" COVE MOULDING "x 3" WD. TRIMTT I"x 5„ F- TRIM- m 0 I x 3 ND. TRIM 12"m, 2 PIECE FIBERGLASS N 12 0, 2 PIECE FIBERGLA55 . B COL. W/ SQ. 6AP AND BASE 12 (P, 2 PIECE FIBERGLASS COL � 50. GAP AND A5E do COL. W/ 5Q. GAP AND BASE � got NEW WOOD RAILING J J J J J J DATE JUL.19, 2004 scaF PARTIAL ELEVATION C PARTIAL ELEVATION B As NOTED E SCAL 1/8•-r-0• SCALE:1/8'-t-0• No 0403-1 PEVROW SEP. 20, 2004 FEB.5, 2005 F n W U 1 W U + cc Q N .04 ALUM COPING 2-O PITCH 1/2" z Z --� Z REMOVE EXISTING DORMER HIGH DEN ITY POLYURETHANE Q Q (FIVE LOCATIONS) GROWN F 5GIA MOULDING `r 26 GA ALUM. "x 8" WD. TRIM COUNTER FLASHING 5/4" COVEMOULDING M IFIED BITUMEN U. EXIST. ROOF AND FRAMING. ME BRANS FLASHING U.PATCH 5HINGLES WHERE w DORMER WAS REMOVED �t MODIFIED BITUMEN O Z ROOFING `0 1/2" ROOF SHEATHING Q - -- 3/8" CEMENT COMP. PANELS J MODIFIED BITUMEN ROOFING. W/ TEXTUREFINISH NOTATIONS SIMILAR Q .04 ALUM COPING T SECTION 'A' m „ FLASHING NOTATI NS SIMILAR 2 _p \ U 2 LAYERS 3/4" PLYWD. WD. TRUSSES, 2 -O NO ATIONS SIMILAR \ - CANT TO EGTION 'A' PITS TO SECTION 'A' 24 O/G 1/2 ROOF SHEATHING EXIST. 2 x 6 TRUSS - HIGH DENSITY POLYURETHANE • • -1 It 2"x 4" FRAMING, - GROWN FASCIA MOULDING -- -- WD. TRUSSES =K+ _ \ I6" O/G "x 8" Wb. TRIM 24 O/G 51MP50N H3 EVERY OTHER JOIST = ,X 4 5/8" CEMENT COMP. PANELS NEW 2"x 12" LEDGER `r _ W/ TEXTURE FINISH W/ (5) Ibd (9 EACH S D is tr O �n - 2"x 4" FRAMING, 2"x 5" Wp. TRIM W/ 16" O/C 5/4" COVE MOULDING �t 1/2" SHEATHING EXIST. 2"x 6" - _ _ :' EXIST. ROOF FRAMING V' FRAMING _ • EXIST. ROOF FRAMING � 3/8" CEMENT COMP. PANELS � - ''� � - Q Q W/ SMOOTH FINISH GUT OFF EXIST. OVERHANG m m m 2"x 5" WD. TRIM W/ EXIST. FRAMING - 5/4" COVE MOULDING SEE DETAIL A/5A cV 3/8" GONG, COMP. PANELS EXIST. 5HEATHIN6 W/ TEXTURE FINISH TO REMAIN -� — _ W I"x 3" WD. TRIM J Q EXIST. STORE EXIST. WD. POST FRONT V 1:2"0, 2 PIECE FIBERGLASS COL. W/ 50. GAP AND BASE +� IL m a� cc APPROX. V J FIN. GRADE W W � W O d z � V 0 SECTION 1 SECTION 2 SECTION 3 SECTION 4 SCALE:1/2'-1'-0' z W SCALE:1/2"-1'-0' SCALES 1/2"-1'-0" SCALES 1/2"-1'-0' Z i O �-- O Z E-- EXIST. 2"x 8"' FTER5, I6" O/G c9�-c D EXIST. 2"x 4"'5, 6" 0/0 CEILING FRAMI � STAB O EXIST. BOX BEAM HEADER cv -ASSUMED (1) 2"x 6" TOP AND BOT. PLATE W/ 5/8" PLYWD. FAGS RENAIL TOP S BOT. ON EA. WE JULY 19, 2004 FACE W/ bd NAILS, 6" O/G scnt.e AS NOTED im NO 0403-1 FEVOK is SER 20, 2004 FEB.5, 2005 EXIST. HEADER at COLUMNS ASCALE:1'-1'-0' i c W U W CEMENT COMP. PANEL W/ TEXTURED FINISH U 2"x 3" WD. TRIM 5/4"x 4" CEDAR TRIM ROUTED OUT FOR G.T. + C14 Q N 3/4" COVE MOULDING p CAULK 25 6A. 5TANDING SEAM METAL ROOF Z Z CEMENT COMP. PANEL TILE W/ SMOOTH FINISH (SIGN BOARD) ADHESIVE 15# ROOFING FELT Q CEMENT COMP. PANEL p E- EPDXY GROUT 1/2" ROOF SHEATHING W/ TEXTURED FINISH ' m 1/2" CEMENT BD. 2"x 8" RAFTERS, 16"O/C U. 2"x 6"s 16" O/G U. SIMPSON H5 EA. RAFTER O MET DRIP EDGE :r 5 (4) I bd Q NAILS, TYP. DETAIL 3 DETAIL 2 GRO HIGH DENSITY POLYURETHANE _ WN FASCIA MOULDING (2) SIMPSON CSi6-R x 54" �— I"x 5" WD. TRIM � SCALES 1 112"=1'-0' SCALES 11/2"=1'-0" 2"x 6" CEIL'G JOISTS, I6" O/C U (TYP. AT BREAK IN STUDS) 2"x 6" TOP PL. E- 2"x 6" STUDS, 16" O/C 1/2" SHEATHING _______ tv 3/8" CEMENT COMP. PANELS W/ TEXTURE FINISH (2) 2"x 6" „5 (V 5/41lx 4" CEDAR TRIM C� OF G516-R ' x 54" i (2) SIMPSON LSI6-R x 54" v' ' W/ (22) IOd NAILS I"x CEDAR TRIM (TYP. AT BREAK IN STUDS) 116:7 --------- I --- 2"x 6" FRAMING (TYP) (2) 2"x 6„ „s O W 0 2 x 6 BOT. PL. ° ° 1/2"(P ANCHOR BOLT t " (I PER SIDE) 8'EMBED, 5" HOOK N (2) SIMPSON C516-R x 54" W/ (22) IOd NAILS ' DBLE 2"x 6" PLATE � cv I'x CEDAR TRIM (TYP. AT BREAK IN 5TUD5) ' ® PERIMETER OF 2'x 2' co 5/4"x 4" CEDAR TRIM SIMPSON HD-2A HOLD 14 DOWN, TYP. 4 LOG. 1 ° 0 2"x 6" WD FRAMING O I6" O/G (TYP) SIMPSON A-23, 3/8" CEMENT COMP. PANELS I - N N W/ TEXTURE FINISH 5IMP50N NAILPLYYIN6 (TYP.) y q I/2" SHEATHING ( , V 2 G516-R "x 6" WD. FRAMING W 2'-O" 5/4"x 4" CEDAR TRIM V J 5/8" CEMENT COMP. PANELS W/ SMOOTH FIN15H (2) SIMPSON G516-R x 54" (22) IOd NAILS i 5 4 x 3 CEDAR TRIM W/ TOW(TYP. AT BREAK IN STUDS) ' BASE DETAIL � ROUTED OUT FOR G.T. ER 1/2" GEMENT BD 4 2"x 6" TOP PL. ; SCALE 1"-1'-0' TILE SEE DET 2/A4 } Z REMOVE SECTION OF ROOF rn Q iv ---------- --- tv W OF G516-R x 54„ (2) SIMP50N C516-R x 28" r > 0 W/ (22) IOd NAILS 1 Z V (TYP. AT BREAK IN STUDS) 2'-O" � 3 (2) 2„x O --------- OF 0516-R x 28" -- Z w ' - - D J 2''x 6" BOT. FL. ; - ' DBLE 2"x 6" PLATE 3/8" CEMENT COMP. PANELS 'x 2' O PERIMETER OF 2 ' �y W/ TEXTURE FIN15H (2) 51MP50N G516-R x 54" ' W/ (22) IOd NAILS ' (TYP. AT BREAK IN STUDS) N cr 5/4"x 4" CEDAR CORNER BD5. Z � I ` TOPOF PIER AR I � L y��F i APPROX. FIN WALK � n i 2"x 6" BLK'CG 4'-0" 0/0 - �c i i 1175� 2„ 24" x 24" GONG. PIER Q`/Th4f N i -- — I 4 #7 VERT. W/ STD (2) 2"x 6"s, L q0° END HOOK INTO FTC. TYP ® EA. CORNER f DATE JUL.19, 2004 „ I # 4 CLOSED TIES 12" G-C. TOWER BASE 6 TOP (2) ® 6' �i41-E AS NOTED 4'-q" 2'-0" SEE DET. 4/A4 No 0403-1 • L• O �waoNe — — — = SEP. 20, 2004 5„—O"x 3'—O"x 1'-O" FEB. 2" 2005 31_p�� GONG FTC. W/ (5) # 5 BARS E.W. .PLAN OF TOWER SECTION THRU TOWER TOWER FRAMING DETAIL 1 SCALE!1/2'=1'-0' SCALE: 1/2'=,'-0' A4 SCALE: 1'-1'-0'