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11/24/2003 ZA Approved ModificationV1 t� TOWN OF QUrFN ,Y PL.AI NII G C�FFl�sI� To: Mr. Craig Brown Zoning Administrator and Code Compliance Officer Town of Queensbury 742 Bay Road, Queensbury, N.Y. 12804-5902 WP are sendina to vnu- SD ATELIER A R C H I T E C T U R E, L.L.C. 384 Broadway, Suite 1. Saratoga Springs, NY. 12866 518.587.3385 ph./fax sdatelier@cs.com Date: November 24, 2003 Project #: 2203-20 Re: Drawings For Econo-Lodge Motel Prints: Specifications: Sam les: X Change Order: Plans: Copy of Letter: Shop Drawings: Other: X Quantity Date: Number Description 3 sets 11-11-2003 9 sheets total A-1, A-3, A-4- drawings as per your letter request (dated: Nov. 19, 2003 ThP Pncinced is trancmittPd- For Approval: For Review and Comment: For Revisions/ Resubmittal: For Your Use: X Approved as Submitted: For Quotation: As Requested: Approved as Noted: For Bids Due Craig; Please find enclosed your (3) sets of drawings for the approved design changes from our November 18, 2003 meeting. If there are any other items — please call me — 518-587-3385. Signed: Donald Davis SD ATELIER —ARCHITECTURE CC: (1) File (SD Atelier) (2) Aftab (Sam) Bhatti (3) Tom Jarrett (Jarrett Martin Engineering) CH I �� TOWN OF QUEENSBLIRY 742 Bay Road, Queensbury, NY, 12804-5902 November 19, 2003 Aftab Matti 543 Aviation Road Queensbury, NY 12804 Re: Site Plan No. 20-2003 Modification Dear Mr. Bhatti: Ge e y TV SAA .0- 'r&-WIV '�-y/w 2 'This letter will serve to notify you of the decision made by the Planning Board with regard to the above referenced application and to inform you of the next phase of review necessary. Your application, after review and consideration by the Planning Board, was APPROVED. A copy of the resolution is attached. Your approval is valid for one year from the date of adoption. Additional requirements and review for this project shall include: ZSubmit three (3) copies of the approved plan depicting all changes and conditions of approval as adopted by the Planning Board to the Planning Office for the Zoning Administrator's signature by December 31, 2003. Engineering Fees due upon receipt. Recreation Fee of $500 per lot/dwelling unit is payable upon submission of Building Permit. ,N/A_ to this application. Application for a Building Permit Application for a Certificate of Occupancy Application for necessary Sign permits, if applicable No further discretionary review is necessary at this time This office will be performing necessary inspections related to Site issues, not Building Code issues, throughout the duration of the project. Please contact Bruce Frank at 761-8226 to schedule inspections associated with the completion of significant items of your project (i.e. stormwater control devices, grading, landscaping, etc.) in order to expedite final approvals and Certificates of Occupancy. Completion of and continued compliance with all details and conditions of approval are required in order to receive andmaintain approvals. Zoning Administrator CB/pw Cc: Jarrett -Martin Engineers "Home of Natural Beauty... A Good Place to Live" K lU W Q 0 N I FIRST FLOOR PLAN A -I SCALE 1/S' - r-a ?ETAINING WALL PLAN DETAIL 1'-1 1„ 2 1/2"-I 1-2"f r2" • • •• •'• • •♦ •r • ••. • r • • - ••• - . ♦ •■ • r • p• ♦ • : r• ♦ •rr • - ♦ u •rrl • • r' • •' '• it • No i'•- • • r r ' ri •r • I •• •• IN No • �• • - •.■ • • r ♦„•■ ♦ •■, •:� • it : ♦� •r 1 :r ♦ r ♦ • ti ♦ •• • •• C • ♦• r • r • '� • :r •��"jjj No 71r• • •• -•• Ir • • ! • r -•• •• i • • ■ • -'• • • • �• • it • .;r •+ - • f�• it CI • Ir - -■• it ♦ •N ♦ • ♦•.'w ■ ti • ♦ •9No •'- • � • V • : •• ram• ♦ r. ♦ K r• :• ♦.r ` • N- •• ♦ • • • �r Zv • • • •' • • - • •• •�• • • • • R 0!M:fiWAIl'klENI1*lRk r •I -a • • - ♦ ♦ -' • •' r • • • • �• V i • i• it • • • • • •i�r'I •.■ • !-ir • ♦• • •�. • �• •I Au • r •: • • • A- ••• • r '• • �r •'A an • • low Z BUILTINCASEWORK/ BASE UNIT WITW COUNTER TOP SURFACES E•• ■ ELEVATIONS • r DETAILS. 6-0" VESTIBULE 10'- I I" 3 1/2" PLAN ENLARGED COLUMN DETAIL \L�lj SCALE 1/4, - P-O' STONE VENEER BELOW STONE SILL (2) 2 X 12 P.T. BUILT -OUT FRAMING USE 16D NAILS TO ANCHOR TO STUD WALL AND SHEATHING. 5/4 SIDE TRIM AZEK - KERF CORNERS E CAULK, 2 X 6 STUD WALL 5 PLAN ENLARGED CC DETAIL A I S C A L E 1 1/2' 0 OLUMN AL ACTOR TO PROVIDE BLOC" AS REQUIRED E NSTAU_ 4. DASI-ED LIE - INDICATES APPROX. LOCATION OF ROOF OVERHANG. 5. DASHED LINE REPRESENTS ROOF OVERHANG. 6. 5'1 WOE SIDEWALK WITI-I CURB CUT- (DETAIL 3 / A-L) SEE SITE PLAN BY JARRETT MARTIN ENGINEERS (DATED 6/25/2003). 7. GRAVE. 'DRIP STRIP SEE DETAIL 4 / A-L WITH TRENCH DRAIN- TAKE TO STORM WATER DRYWELL. (AS SHOWN ON GRADING / STORMWATER PLAN- BY JARRETT MARTN ENGINEERS DATED 6/25/2003). 8. HALF WALL WITH WOOD CAP. SEE NTERIOR ELEVATIONS E DETAILS. 9. FEC- FIRE EXTNIR CABNET. SEE DETAIL WALL SECTION. 10. BMW OF TILE FLOORNG WITH MARBLE 'EDGING SADDLES. I L I VT PANTED/ PRIMED GUARD- RAIL E POST - WITH N'TERMEDIATE RAIL SEE ELEVATIONS E DETAILS. 8' CONCRETE 12ETANM WALL MN. 4'-0' BELOW GRADE WITH FOOTING. IZ. DIMENSION SHOWN IS FROM STUD WALL. 13. BLOCK OUT - TRIMMED COLUMNS - SEE PLAN DETAILS - 5 / A-L WATB? TABLE STONE SILL BELOW 14. OVERI-EAD CABINET E BASE- SEE CARNET DETAILS. 15. SEE CABINET DETAILS- SHEET A-164 I& GENERAL CONTRACTOR SHALL CO-ORDINATE EXACT SEE AND LOCATION WITH SITE ENGNEER E BNGNMR D?AWNGS - 5/4' AZEK TRIM JARRETT-MARTIN. KE RF, 3/4' C07452S (MINER TO SIDE TRIMD i FIBER CEMENT HORIZONTAL SIDING, g� BUTT E CAULK TO TRIM. R to licati ,26 Administrator FQUEENSBURY t-�'J 2 v L�+L3 TOWN OF QUEENSBl PL�NN►NG OFFICE SD ATELIER ARCHITECTURE L.L.C. 384 Broadway, Suite 1. Saratoga Springs, NY. 12866 ph: 518.587.3385 sdatelier@cs.com r O44 E000fffi z 00 Z rl W N4y 0 A �i Z � W I %^ Z z A W W O 04 cr NON 1�1 a H awe oo� aLjQQo� OwamQ�z �ooFowOx oA¢21a¢aa o zw0F��� o z¢a�aw o N 0< o�¢xaA N _ z zE UU 40 o Q° o a a< ¢w w3ow3d 0 o N � 3Hzaaci z cn Q —_-I __j Q L~LI (17 0__j0 LL Z l� PROJECT 2003-20 I +\_ELEV-- _ _ can t� IB 4 1- 6 EV d T.O. PLATE 1-1 O'-0' +\- ELEV Y� 7.0. IST SLB FLOC T.O. FOUWAMON D ll EAST ELEVATION SCALE 1/8' - r-o' A- ELEV ELEV T� A. PLATE �o p`a W +\- ELEV T.O. W SUB FLOOR 0`-0• +\- ELEV T.O. 1ST SUB FLOOR- -r4 a va. +\- e.E—y T.O. FOLMATION I NORTI-I ELEVATION A-3 SCALE 1/8' - r-a 11 _ RJ 1 1 JI R T.O. PLATE v zo U-7 V4 +\- ELEV s T.O.2t D SUBSLe FLOOR -O 13 Q M 0'-0' +\- B EV T.O. ET SL8 FLOC -r-4 VX +\- ELEV T.O. FOUNDATION Q GENERAL ELEVATION NOTES: PANT MSC. ROOF AND WALL ITEMS SUCH AS WALL CAPS, OUTLETS, ROOF CAPS, VENT STACKS, RIDGE VENTS, ETC., TO MATCH COLOR OF ROOF, UNLESS FURNISHED PRE19NISI-ED BY MANUFACTURER TO MATCH. * PROVIDE ALL RWD FILL AND ROUGH GRADING TO ACHIEVE LEVELS SHOWN ON THE DRAWINGS. ! ALL ROUGH GRADED SURFACES SHALL CONTAIN NO ROCKS GREATER THAN 4' N ANY DIMENSION. * CAULK ARID M PERIMETER OF ALL EXTERIOR OPENNGS. a ROUGH LNG HEIGHTS ARE TAKEN FROM TOP OF 3/4' SUB FLOOR - NOT R4SI-ED FLOOR. BUILDING ELEVATION NOTES: L STANDING SEAM MTZ ROOF NG ON 30 LB. BI LDNG FELT. 2 FIBERGLASS ARCHITECTURE 30 YEAR SHINGLE ON 30 LB. BUILDING FELT. 3. 5/4 X 10 CORNER AZEK CORNER BOARDS- CUT DOWN AS REO D E MITER CORNERS. SEE SPEC. AND DETAILS, 4. 5/4 X 8 CORNER BOARDS- AZEK - CUT DOWN E MITER AS 12EG'D E MITER CORNERS. SEE SPEC. AND DETAILS. 5. 5/4 X 6 CORNER BOARDS- AZEK - CUT DOWN E MITER AS 12EO D E MITER CORNERS. SEE SPEC. AND DETAILS. 6. 5/4 X 4 WNDOW/ DORR TRIM -AZEK- BUTT ENDS E SEAL ADD DRIP AT ALL HEADS. 7. CHAN HUNG- FLAT CANOPY STRUCTURE G.C. TO ENSURE ALL 12EO D BLOCKING IS PROVIDED AT STUD CAVITY WALL 8, 5/4 X 8 CORNER BOARD - AZEK - CUT DOWN E MIT82 AS REO D. -SEE SPEC. AND DETAILS. 9. r X 4' CORD BOARDS- AZEK - MITER CARDS. 10. RIDGE VENT- FLASH UNDERSIDE WITH ICE E WATER' SOLD. I L 5/4 X 4- FASCIA TRIM - SET ON 1 X 10 FASCCA -AZEK- SEE WALL SECTION DETAIL 3/ A42. M SPLIT FACE BASE- VENEER- WITH GLAVAMZED ANCHORS E WEEPS AT TOP E BTM OF AR CAVITY. SHALL BE DCP u 27 AS MANUFACTURED BY DUKE. 13, CAP STONE GROUND FACE SLANT SILL- COLOR DOV62 AS PROVIDED BY DLKE CONCRETE AND MANLFACTU2ED BY TREADSTONE. 14. FIBER CEMENT SIDING- CEDAR LAP 5 114' - AS MANUFACTURED BY CERTAN TEED. 151 FIBER CEMENT VERTICAL SIDING CEDAR TEXTURE 4\0 GROOVE - USE I X 2 AZEK BATTENS AT 17 O.C.- ENSURE BATTENS COVER E CAULK - BUTT JOINTS OF VERTICAL SIDING. 16. PROVIDE GALVANZED 2 CHANNEL AT JUNCTURE BETWEEN THE DFFERBNT MATERIALS. 17. 11/7 DIAMETER PRIMED/ PANTED GUARD,12AL E POSTS, WITH NTE12NIEDIATE POST - SET AT 47 ABOVE CONCRETE WALK / RAMP. 18. CONCRETE WALK / 12ETANNG WALL - SLOPE WALK - SUGNTLY TO ALLOW FOR WATER RUN-OFF. SEE DETAILS. 19. FINISHED GRADE - GENERAL CONTRACTOR SHALL CO-ORDNATE E FNSH AS REG'D TO MEET THE DESIGN NTENT OF DRAWINGS. CO-ORDNATE WITH SITE G12ADNG PLANS FROM JA 2RM MARTIN, 19. STANDING SEAM ROOF CONNECTOR- ATTACHMENT CENTER OVER ENTRY DOORS. SHALL BE IV-0' WIDE WITH 'CRICKET' AT CENTER. SLOPE TO SIDES. FASCIA- UNDERSIDE- FNISH AND DETAILING SHAH MATCH E ALIGN WITH ENTRY 'DRIVE THIV CANOPY STRUCTURE. USE 7 X 19 P.T. LEADER E FRAMING TO STRUCTURALLY FABRICATE. 3 1/2" SHEA n4NG N Co 40 4 CORNER—� TRIM. SIDING CORNER TRIM DETAIL ,L� SCALE I' - r-a SD ATELIER ARCHITECTURE L.L.C. 384 Broadway, Suite 1, Saratoga Springs, NY. 12866 ph: 518.587.3385 sdatelier@cs.com •• °w E-+ Z O O z W 0 O O � � W A O w M Z W A W W W O134 G� O W a .] Q Ewa $off MQ 0u<¢z xoOHpWO^,x OWwUd¢�Q �zQaa��w g — Z V¢Y:pVJZOp� - o z-F'oma< � Q o N > Lu <w¢w3pw3¢ zai�-�� a-/ zz 00 Q � � W > 1-- � o LJ LLI z L.L o z U-j Ae 3 PROJECT 2003-20 T 12 1 'v a` I S/4' +\- e-EV T.O. PLATE � I co T.0 21arEv �SU6 FLOOR 4 I U-a +\- ELEV T.O. F MATION v 11 T.O. PLATE Q-7 V4' +\- ELEV i T.O.2ND SL8 F— LOOR� or-o' +\- env T.O. IST SUB FLO( i-4 V4' +\- e-EV T.O. FOUNDATION SOUTH ELEVATION 1 SCALE 1/8' - r- S I TO. PLATE ■■ INN MOE No ME mm ■■ ��.�� ■■ ■■ Ldmmmm Imm■, �r�� I ■■ ■■ ■■ ■■ I �..�_ I ME ■■ ■■ ■■I ��� ■■ I■■ ■■ ■■ _ KY-7 V4* ELEV NIL- ■■ ■ IN N■■■■ i■■ ■■ ■ IN.■■ ■■ ���� ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■MR7�MR III�i_El _C �' 17©! I7I 111 IDDI INP� . - , - ■w�����• .',, 1�-1 I���� elm ��1 ■/ ��I 11/ \r I�r= _��■ _— l ' �I - -- '� �I -- 1 .•I. 1 �•1 11 111 III 11 1�� �W elm • • _ I��i1 VJ!1� IaO���� - 1��. 1�-- —tom-- — — — _ 7����•1 1�� I�i�� �•I 1�1�� MUM WEST ELEVATION SCALE 1/8• - r-o• GENERAL ELEVATION NOTES: a PAINT MISC. ROOF AND WALL ITEMS SUCH AS WALL CAPS, OUTLETS, ROOF CAPS, VENT STACKS, RDGE VENTS, ETC., TO MATCH COLOR OF ROOF, UNLESS FURNISWW PREFNVSI-ED BY MANUFACTURER TO MATCH. * PROVIDE ALL REQ'D FILL AND ROUGH GRADNG TO AC14EVE LEVELS SHOWN ON THE DRAWINGS. 2 ALL ROUGH GRADED SURFACES SHALL CONTAIN NO ROCKS GREATER THAN 4' N ANY DIMENSION. 3 CAULK AROUND PERIMETER OF ALL EXTERIOR OPBNINGS, ROUGH OPENING HEIGHTS ARE TAKEN FROM TOP OF 3/4' SUB FLOOR - NOT FNISI-ED FLOOR, BUILDING ELEVATION NOTESI L STANDING SEAM MTZ ROOF NG ON 30 LB. BUILDING FELT. 2 FIBERGLASS ARCHITECTURE 30 YEAR SANGLE ON 30 LB. BUILDING FELT. 3. 5/4 X 10 CORNER AM< CORNER BOARDS- CUT DOWN AS REQ'D E MITER COMM. SEE SPEC. AND DETAILS. 4. 5/4 X 8 CORNER BOARDS- AZEK - CUT DOWN E MITER AS REQ'D E MITER CORKERS, SEE SPEC. AND DETAILS. 5. 5/4 X 6 CORD BOARDS- AZEK - CUT DOWN E MITER AS REQ'D E MITER CORNERS. SEE SPEC. AND DETAILS. 6, 5/4 X 4 WINDOW DOM TRIM -AZEK- BUTT ENDS E SEAL ADD DRIP AT ALL HEADS. 7. CHAN HUNG- FLAT CANOPY STRUCTURE G.C. TO ENSURE ALL REO D BLOCKING IS PROVIDED AT STIR CAVITY WALL 8. 5/4 X 8 CORNER BOARD - AZEK - CUT DOWN E MITER AS REQ'D. -SEE SPEC. AND DETAILS. 9. r X 4' CORNER BOARDS- AZEK - MITER CORNERS, 10. RIDGE VENT- FLASH UNDERSIDE WITH 'ICE E WATER' SHIELD. I L 5/4 X 4- FASCIA TRIM - SET ON I X 10 FASCIA -AZEK- SEE WALL SECTION DETAIL 3/ MZ r2. SPLIT FACE BASE- VENEER- WITH GLAVANIZED ANCHORS E WEEPS AT TOP E BTM OF AR CAVITY. SHALL BE DCP # 27 AS MANUFACTURED BY DUKE 13. CAP STONE- GROUND FACE SLANT SILL- COLOR DOVER AS PROVIDED BY DUKE CONCRETE AND MAN LIFACTURED BY TREADSTONE 14. FIBER CEMENT SIDING- CEDAR LAP 51/4' - AS MANUFACTURED BY CERTAIN TEED. 15. FIBER CEMENT VERTICAL SIDING CEDAR TEXTURE -NO GROOVE - USE I X 2 AZEK BATTENS AT 17 O.C. ENSURE BATTENS COVER E CAULK - BUTT JOINTS OF VERTICAL SONG. 16. PROVIDE GALVANIZED 2 CHANNEL AT JUNCTURE BETWEEN THE DIFFERENT MATERIALS. 17. 11/7 DIAMETER PRIMED/ PANTED GUARD, RAIL E POSTS, WITH NTERMEDIATE POST - SET AT 47 ABOVE CONCRETE WALK / RAMP. 18. CONCRETE WALK / RETANNG WALL - SLOPE WALK - SLIGHTLY TO ALLOW FOR WATER RUN-OFF. SEE DETAILS, 19. FINISHED GRADE - GENERAL CONTRACTOR SHALL CO-ORDNATE E FINISH AS REQ'D TO MEET THE DESIGN INTENT OF DRAWINGS. CO-ORDNATE WITH SITE G 2ADNG PLANS FROM JARRETT MARTIN. 19. STANDNG SEAM ROOF CONNECTOR- ATTACHMENT CENTER OVER ENTRY DOORS, SHALL BE 13'-0' WIDE WITH 'CRICKET' AT CENTER. SLOPE TO SIDES. FASCIA- UNDERSIDE- FNISH AND DETAILING SHALL MATCH E ALIGN WITH ENTRY 'DRIVE TI-RU CAMPY STRUCTURE USE 2' X 10' P.T. LEADER E FRAMING TO STRUCTURALLY FABRICATE. SD ATELIER ARCH ITECTU RE L.L.C. 384 Broadway, Suite 1. Saratoga Springs, NY. 12866 p h: 518.587.3385 sdatelierQcs.com O !~ 0 z E"q o O CC) z W 0 jg O rw C) W O � Z z GA W t j CO 0 CL� 0 a rl Q �Wa OOP gOUQz Q��A 0z 00 (ul t'-n' QQjQ °w0w`n�°� g Li ° vF °vFiQarYQ ¢U O a o 0 ~3a� 4<<A30w$a 16 a o 3 � 3Fhzat�-a� zz 00 Q ~ j' Q LU LLJ -j LLB O Wwz LLI o> A�4 PROJECT 2003-20