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2004-544 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20040544 Date Issued: Tuesday, December 11, 2007 This is to certify that work requested to be done as shown by Permit Number P20040544 has been completed. <. ._. .,. Location: 308 CORINTH Rd Tax Map Number. 523400-308-016-0001-061-000-0000 Owner. GREGORY GARAFALO Applicant: GREGORY GARAFALO This structure may be occupied as a: Garage - 2 Cars Detached 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 Director of Building&CodVEnfoNb ment Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY -FILE 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040544 Application Number: A20040544 Tax Map No: 523400-308-016-0001-061-000-0000 Permission is hereby granted to: GREGORY GARAFALO For property located at: 308 CORINTH Rd 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: GREGORY GARAFALO Garage-2 Cars Detached $15,000.00 308 CORINTH Rd Total Value QUEENSBURY,NY 12804-0000 $1s,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2004-544 896 sq ft 2-CAR DETACHED GARAGE permit renewed until July 19, 2007 $89.60 PERMIT FEE PAID -THIS PERMIT EXPIRES: Thursday, July 19, 2007 (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 To nsb ;PM dv , July 19, 2004 SIGNED BY -4 e for the Town of Queensbury. Director of Building&Code Enforcement Building Permit Application Town of Queensbury—Dept of Community Development,742 Bay Road,Queensbury,NY (518)761.8256 A permit must be obtained before beginning construction. Permit File No. 5Z/Ca No inspection will be made until applicant has received a Fee Paid �� J1 valid building permit. All applicants spaces on this Roe.Fee Paid $ application must be completed and must appear on the Reviewed By: application form. Applicant: (���� C Rn' .ft-c—Vq-[_,0 Owner: •e Address: Address. r , „ Ts 6�r ncf 2c.� LZ 809 Phone# '22k J Phone#(Ste)jai- Property Location: Lot Number: �J P / House Number��/ C6 n n th �&Penc__ � Subdivision Name: tvl� Tax Map Number: .6p 3v8.1G� -i-�z__ New Building: residence omnnercial 'Estimated Market Value of Construction: $ 1 S� o c7 O Addition: rear ce/ commercial If an Addition,what will use of new addition be? O Alteration: residence/ commercial O No change to exterior size: residence/com'1 o Other work(describe ) Check OccupancyInformation 1' Floor 2° Floor Other floor Total Below sq.ft. sq.ft, sq.ft. Square Feet O Single hzzily dwelling O Two family dwelling v Townhouse O Multifamily dwelling #of units O Office O Mercantile O Maaufactutin 0 1 car detached garage 2 car detached gange 0 3 car detached garage O 1 oar attached garage a 2 oar attached gate e O. 3 car attached garage o Storage building- commercial O Storage building- residential G Other What is the proposed height of the structure O feet .( inches Will any second-hand or ungraded lumber be used? If so,for what? Type of Heating System: electric/ oil / gas/wood /forced hot air/ baseboard/other: +�f f4- Number of Mreniaces to be installed Number of oWo dstaves to be installed =-$— List below the person(s)responsible for supervision of work as regards to building codes: Name Address- Phone Number Builder f~C CL' G o sa enQ� r —7 - 3(S 3 Plumber Mason ,f'a c u h VV_ o`' r r u^-� .t-` � Electrician cc L (_< < < << Decl=flow please sign beloW,after you have carefully read the statement: To the best of my knowledge 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 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 Building and Codes,an As Bulk Survey,by a licensed surveyor;drawn to scale,showing actual location of all nev construction. Signature: owner,owner's agent,architect,contractor Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: I ' am/V/,2 epart: am/pm Date Inspection request received: _ Inspector's Initials: �/�`—� NAME: ,Q PERMIT#: y LOCATION: -)JC-r,AJ—f K0 DATE: 23 .B Ez TYPE OF STRUCTURE: Comments Y N N/A i Chimney Ht./"B"Vent/Direct Vent Location y Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Co m lete Guard 30 in.or more @ stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in.or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. (� Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum ''/s" Gypsum Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft.or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Tern 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Carbon Monoxide Detector Bathroom Fans, if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/1/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 s . ft.-150 s . ft.vents U�`��✓ L �!��I � T(D� @ r Building No./Address vi ible fropi road _ ��Final Electrical / SitePlan /Variance re urred Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification,if required Okay to issue C/C or C 10 Temporary/Permanent L:\PamW\Building&Codes\Inspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04 C57T— / Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive:/ a /pn) am/pm f Date Inspection request received: Inspec ors Ini als: NAME: � L.(7 PERMIT#: LOCATION: � 6,21 N`I V' DATE: TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Com lete Guard 30 in.or more @ stairs, decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in. or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. J ✓�� AAL6 Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum %" Gypsum Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft.or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Tern 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Carbon Monoxide Detector Bathroom Fans, if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches Gara a Floor Pitched Garage fireproofing/'/o hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 s . ft.-150 s . ft.vents Building No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification, if required Okay to issue C/C or C/O Temporary/Permanent L:\PamWlBuilding&CodesUnspection FormslRes, Final Insp. form 2.docLast printed 2/12/04 Queensbury Building & Code Enforcement - Residential Final Inspection , Office No.(518)761-8256 Arrive: �'�am/gm Depart: am/pm Date Inspection request received: Inspector's Initials: - NAME: ' & (``f/ (Zr D PERMIT#: O r J T LOCATION: �/z w 7'-� 6 n DATE: 7 h d TYPE OF STRUCTURE: Comments Yes No N/A Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete PI form at all exterior doors uards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Interior Handrails P,stairs 2 or more risers Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s .ft.-150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 s .ft. Emergency egress below_grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum''/s"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Ggage fire roofin /%hour fire door/door closer Oct work Sealed properly as Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/® Temporary/Permanent L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc Framing / Firestopping Inspection Report A-7t C,�I Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: _am/ m e art: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials-5 NAME: - PERMIT#: 09 LOCATION: INSPECT ON: TYPE OF STRUCTURE: ' Y N N/A COMMENTSF ming Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams G C,L 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 L:\SueHemin,-way\Building.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 Framing /Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p part: rWm/Pm 742 Bay Road, Queensbury,NY 1.2804 Inspector's Initials: NAME: l� ►2.0 � PERMIT#: LOCATION: INSPECT ON: 7- TYPE OF STRUCTURE: , / Y N N/A COMMENTS, Framing Jack Studs/Headers / Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properl 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 trusse's or Bolts 6 ft. or less on center ce and snow shield 24 inches from/wall i Fire separation 1, 2, 3 hour / Fire wall.2, 3,4 hour / Firestopping / Penetration sealed 16 inch insulation in.cavjty min. Garage Fire Separation / House side ''/z inch or 5%8 inch Type X Garage side 5/8 inch ype X Ceilin /wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade I i LASue1Iemingway\Buifding.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 r f Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: "I M o4 Queensbury Building&Code Enforcement Arrive: I an.-dpyi Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials. �'�� NAME: PERMIT#: �0 LOCATION: Q INSPECT ON: TYPE OF STRUCTURE: ,�� Y NI 1v/a Framing 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 �A fT 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 Typ X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedr&ms 24 in. (H) 20 in. (W) 5.7 sf above/below grad 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc'January 28,2003 Framing / Firestopping Inspection Report �} Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: a pm D part: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: �Q INSPECT ON: '3 Q -f0�D0arn, TYPE OF STRUCTURE: Y N N/A Framing 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 ,, I Ice and snow shield 24 inches from wall Fire separation 1 2 3 hour P , 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 LASueFlemingway\BuiIdin-.Codes.Inspecti on.FORIVIS\Framing Firestopping Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: anvp Depart: ' am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: _ os.- _ INSPECT ON: D _ TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab �✓ V � � Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this pur ose 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 SIab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SucHemingway\Building.Codes.Inspeetion.FOI2MS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (51-8) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initial, : PIA NAME: PERMIT#: LOCATION: -,logo INSPECT ON: ZI-6164 TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for t t� providing protection from freezing �2a U L D /�oS for 48 hours following the placement of the concrete. P�o7ZC- T(O/J i47- L� 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:\SueHemingway\Building.Codes,Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 u N � 2 � ROOF NOTES a 50 F LTSPAPPER M0 :B ROOF SHEA SUNG-I IGMERED ROOF Lo TRUSt ;3 0 24" OC m M8TA1 DRIP EDGE 3/8- PLYWOOD SOFFIT r 1 . 5/4X9 SOFFIT NAn SAS ao \1 3/4X448 T&O OSB FLOOR SHEAT HMG OL'UEr & NAILED TO ATTIC TRUSS Lo WAL j NOTES `dX4 N XDS 0 10" OC T-111 BIDING THEM �D 2X4 BOTTOM PLATE �. FOUNDATION NOTES 1[2 XI2 ANCHOR BOLTS L 8 ACED A MIN. OF 48' CC S" .CONC, WALL OVER 18118" DEEP CONC. FTG, REINF. iOmni Wj 2 4 RSBARS t 4 0040, SLAB OVER COMPACTED SOIL, . .. _ ,. _. L ION MATERLS I OPTION, IAREE N TG UND PART F PACKAGE N O It .!` O i t E � s ! 4 N•o -f of L E z3 o .40 i l , Slyitrs � o � � a IN ,NACVDA r O , a N (" QC/J�ED JTONE Q R1VIE whiz o '4 W ooU .STAB EJ SEJ' Ois/ CAREY ROAD � N � ° � o' �' � � '� � vo le,6 C7 A14 0 5 �3 , 00 u • / G3 O 0 At SIX. L O 7 0 < A'EQ7 00,1v 0 ►� a v �� oS J q a oo `� o 0 ti N t �� x nja oo� t o R a , .. _--- 1.4��o,✓ 9 2 ,2. 75 ,i r ►+�-'' o�� 1�ockioE• .rE-,vr.E � wo �P 11��'�1'' ,E �. ,C. .E � cf' a oC./ B / � I ' 20 _ w I 2tyoo,'Y II � i ee ° o sit ilt wkit 1 Io a aT � O L O M /✓ W. / /O �vty ri � 06 40 krl 0 bll I _ T�, �191-*4 ill / W EJOTA Q 1/ZN4146 — o Z. w � IN b N a �`Z m �, U rnrN 90 now N � ti m 4 `�° —{ • a ti o ti a o C�a dW Th Z�mo$ m �, RECEIVE �o o JUL 13 2004 TOWN OF QUEENSBURY m SON _," BUILDING AND CODE mo y� c ;b QyQ�� CIS 1/2' ORB ROOF SHEATHING 1/2' OSB 12 ROOF SHEATHING ROOF TRUSS ROOT muss I8 1.— �'Q�--OJ+EQ,t- S PETAL DRIP EDGE 2X8 SUBFASCIA YBTAL DRIP EDGE F CHAINNSL VINYL OPTION T - 111 OPTION _ e' "Manx ram 1X8 FASCIA .-- _ 214 STUDS 0 18' OC VINTL SOFFIT J Maim2X4 STUDS • 18' OC 3/8' PLYEOOD SOFFIT ALUMINUM FASCIA DBL. 4 TUM SIDING s%4 SqU RouxD 1X8 FASCIA ?/18 wAFERBOARD SHEATHING T-111 SIDING VINYL SOFFIT "Z" FLASHING vnvYl. CORNER BOAIWS---------. . .. ... EM EAVE DETAIL VINYL OPTION EAVE DETAIL T - 111 OPTION iX4 CORNER BOARDS NO SCa:. so sc4 .30��. OPTIONAL DISAPPEARING STAIRS DBL. 4 VINYL T-111 SIDING REAR ELEVATION L r, �F T ELEVATION PRE-ENGINEERED ROOF TRUSSES DISAPPEARING STAIRWAY ARE DESIGNED TO RESIST ROOF ----- LOADS OF: - -- -- ATTIC ROOF TRUSS 10 PSF DEAD LOAD JOIST HANGER TYP. CQ 60 PSF LIVE LOAD 2xa HEXER 10 PSF CEILING LOAD 54r � zxs J LOCATE STAIRS AS DD&9IDEED0 H Ut 1 80 PSF TOTAL LOAD v ATTIC ROOF TRUSS - IF ROOF LOADING IN YOUR AREA DIFFERS FROM DDIENSIONS ABOVE ARE ROUGH OPENINGS FOR ABOVE SPECIFICATIONS PLEASE DISAPPEARING STAIRS YODEL AS22892 BY CONCRETE SLAB ADVISE YOUR CURTIS LUMBER EXCEL. SALES PERSON. r c i c 4im 77 NO SCALE 2 0" —p" t t t Lj ® � o ROOF NOTES _= -- ' 0000 � ROOFIi G SHINGLES 30{ so��► 15 F IT PAPER _- _- i i L. i 0 'B ROOF SHEATHINGED 12'-0" PRE—l. 1GINEERED ROOF TRUSS a ® 24" OC METAI DRIP EDGE 1X6 F ® 9/4' TkG 038 " ASCIA w _ 3/8 PLYWOOD SOFFIT = 5/4X3 SOFFIT NAILERS 3/4X4YJB T&G OSB FLOOR SHEATHING 12" , GLUEI & NAILED TO ATTIC TRUSS _ rA WAL -A NOTES ELEVATION F90 N- 7 ELEVATION �: 2X��-SIDING 018" OC TREAT D 2X4 BOTTOM PLATS RECEIVED 3 1/2" 2 —5" 3 1/2" JUL 1 9 2004 ACTUAL DOOR DIMENSIONIS _ - r FOUNDATION NOTES T BUIII OF LDING AND CODEY 1/2"X12" ANCHOR BOLTS 1'-4 3/4" '- II SPACED A MIN. OF 48" OC N 8 CONC. WAIL OVER 16"X8 tilb �� DEEP CONC. . RE". MoNoLyl-g i C 6t.�C3 !b 4! BARS CONC. SLAB OVER COMPACTED FIELD BUILT 3/OX5/0 BA DOOR SOIL. SLAB REINF. W/ 6X6 W.W.M. /e. �1 NOTE: FOUNDATION MATERIALS N TOWN OF QUEENSBURY BUILDING DEPARTMENT ARE NOT PART OF. PACKAGE Based on our limited examination, 3 3/8" ROUGH OP (AIr compliance with our comments shall n not ae construed as indicating the v 1 f compliance with the Building in c of New York State. .1/4' U0 STOM 8/8' T-111 DOOR FACE TRRO[ \. p 'J '1°�'/` DOOR IMP 289X\32.' ATTIC 2 — CAR M DOM FWIiE ;3=H GARAGE PLAN ow � nor TRv38 r 111 eomaNa , 1 BvlT BDfGEB 1X4 R FACE IRO[ T-111 BIDING p.IR rsa noon t:/ �111 nova Scale: 1/4"=1$-0" Approved Drawn By: SRF BIQC=IOUW CASING Date: 6/2/03 Job No: Title: ELEVATIONS/x-SECT. Page: 1 CROSS SECTION THRU DOOR INO SCIAIs 39 -0 " NO WAM CURTIS LUMBER CO . JNC . BUILDING & PTO REVIEWED B 0 Y MATE AOL P _ a �_p�A aca 7'—e 1 la'—a 11r 9'-5" SECOND _ - 14'-0" SECOND / •.� aD Ar H TOP PLATS w 14—0. SECOND TOP PATE Co 10—0 SECOND TOP PLTi - TOP PLATE I` Ha` _ • 3 1 2" o—7/ I a IcI v—7 q ' 3 1�2 sm i•-5" �.��.to I i'-8" ALL WALL FRAMING 0 11 1/4" 18 TYP. gg 8 3/4" 13" TYP. 9 -7 1/2" C m 9'-7 1/2" VIEWED FROM EXTERIOR c "4 94 � z' 6" 2'-ew 1 '-4 1/z FRONT WALL r co to co .� co a - z °'M_ —+4 �� '4— 11 3/4" [16'[Typ. 15 1 4" [160[TYP. 15 1/4" ,'I` 9 r" :Mr 7'-8 1/2" 15'-6 1/2" 1'-9 1/2" 1'-8p] " 1'-9 1/2" RD Im 3 1/2" 3 1/2" la'—e 1/8" �'r'I` SECOND TOP PLTS 1r-V SECOND TOP PL72 10'—V SECOND TOP PLTE 1V-0- SECOND TOP PLTS i a—ma ®IL a a REAR WALLco g� a CO -� � cc -� 1 1 110 -co co co a� 11 11 1410 4- 11 11 Ix 11 1/s- 15 1/4" IJL611 TYP. 15 1/4" 16w DOOR & 1TINDOW SCHEDULE " " M wAM Mf R.O. WIDTH R.0- HEIGHT O= moors awn=Pus 16'-0" UNIT T . 16. 15 1/4 15 1/4 16 TYP. O" y`-2." T-8 1/2" 15'-8 1/2" ^_ } 9X7 OHD 9'-1 1/2" T-0 3/4" 3/0 5/0 3'-2 2/8" 5.'-1 3/8" Y S Q � aroma lL 2 ————————--————— —————————— ————— _ 3 �o�� 3B I --- — — — — — — — — — — �— ---- — —— ——— ——— —— — — — I t I s" coxcw /A ' i I ) 3 0GS I OVER 18 X8 DEEP a I v EX . i7oae- 1 CONC. FOOTIIG REINF. 1P/ w 4 I I I REBARS CON'1NUOUS I Q I I 3 0�l2 vJ ►.ti fjovJ I TRUSSES I I I I I I I 0 24" OC y i I I I O UNEXCAVATE) W/ L.r [CG 4 I I 4 CONC. SUB 9 POURED OV.Q. I 'gyp SL" REINF.,I►/ 6X6 W.W.M. I I • I I I I -----------I r—————— ----� t I I I I I I I l I I I l I I I I I I I r I 30421�/� H D ow I I I I I I I I I I i '� SX�`A we(ccotah� t I I 3A +AE.6.cee5 19X7 OHD I 9X7 OHD ,e,4art ---------------- -- --- ---- -- - I fy R.O. 9'-1 1/2"X7'-0 3/4" R.O. 9'-1 1/2"X7'-0 9/4" — ---------------- ------------ — A' 9'-1 1/2" R.O. .•1 " 9'-1 1/z" I.O. — '— " 9'-4 1/2" �" 9'-4 1/2" w E M TUCK RMCER �_ lI ;} , � A IX4 T TM. JACK3 z o 2 XV, ATTIC 2 — CAR STUD ON JACK . EZ4 SPir JACK STUD EZ4 EKG BTUD GARAGE PLAN 16013DOOR DOOR STOP lza JAM . Scale: 1/4 —1 0 Approved Drawn By- SRF FLOOR PLAN T-3i1SM�� `� FOUNDA . ON PLAN . Date- s/2/03 Job No: OH DOOR JAMB/FRAMING DETAIL 3A Title: FLOOR, FDN. PLAN Page: 2 CURTIS LUMBER CO3jNC .