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AST-000481-2017 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: AST-000481-2017 Tax Map No: 290.10-1-5.2 Permission is hereby granted to: Jon Swanson For property located at: 150 ROCKWELL 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 Owner Name: Diane Swanson Deck $1,000.00 Owner Address: 150 ROCKWELL RD Total Value $1,000.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications Deck 168 s.f. $50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,August 11,2018 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town o e ury; Frid A ,2017 SIGNED BY: // for the Town of Queensbury. Director of Building&Code Enforcement Office Use Only ACCESSORY STRUCTURE Permit#: PERMIT APPLICATION Permit Fee:$ ` (O . v(� Town of Qyeensbury 742 Bay Road,Queensbury,NY 12804 Jnvot P:518-761-8256 www.gueensbury.net A U G" 0 '7 2 J Project Location: 150 Rockwell Road, Queensbury, NY Tax Map ID#: 290.10-1-5.2 Subdivision Name: Prime CONTACT INFORMATION: • Applicant: Name(s): Jon Swanson Mailing Address, C/S/Z: 150 Rockwell Road, Queensbury, NY 12804 Cell Phone: ( Land Line: 518 } 745-7411 Email: ion@freehawk.net Primary Owner(s): Name(s): Jon&Diane Swanson Mailing Address, C/S/Z: 150 Rockwell Road, Queensbury, NY 12804 Cell Phone: _( Land Line: 518 } 745-7411 Email: jon@freehawk.net • Contractor(s): Business Name: S�t� Contact Name(s): Mailing Address, C/S/Z: Cell Phone: Land Line: Email: • Architect(s)/Engineer(s): Business Name: 5�1 Contact Name(s): Mailing Address, C/S/Z: Cell Phone: Land Line: �) Email: Contact Person for Building & Code Compliance: Jon Swanson Cell Phone: ( Land Line: 518 ) 745-7411 Email: jon@freehawk.net Town of Queensbury Building&Code Enforcement Accessory Structure Application Revised April 2017 OROIECT INFORMATION: TYPE: Commercial X Residential WORK CLASS: X Deck, Open Porch _Solar Panels(w/o rafter upgrades) _Carport _Cell Tower Shed _Pavilion, Pole Barn, Canopy _Dock _Gazebo Detached Garage _Boathouse(with or w/o sundeck) _3-Season Porch _Other(description: ) SQUARE FOOTAGE OF STRUCTURE: 1st floor: 168 2"d floor: Total square feet: 168 ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction: $ 1000.00 2. If Commercial project,what is the proposed use: 3. Are there any structures not shown on the plot plan? YES NO Explain: 4. Are there any easements on the property? YES NO DECLARATION: 1. I acknowledge that no construction shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. 2. Ifthework is not completed by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 3. 1 certify that the application, plans and supporting materials are a true and complete statement and/or description of the work proposed, that all work will be performed in accordance with the NYS Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. 4. 1 acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. 5. 1 also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above: PRINT NAME: Jon Swanson SIGNATURE: DATE: �I Town of Queensbury Building&Code Enforcement Accessory Structure Application Revised April 2017 Jon Swanson — Deck 150 Rockwell Road 13' 11" Queensbury, NY 12804 Scale: % inch = 1 foot Page 2/3 I 3 stairs to grade 2 - 6" deck boards each tread x 290.10-1-5.2 AST-000481-2017 I BUILDING DEPARTMENT Swanson, Diane & Jon I Based on our limited examination,compliancy 150 Rockwell Road with our comments shall not be construed Deck ` I 2—2 x 8 Beam Below 6 x 6 Posts indicating the plans and specifications are i . 168 s.f. I full compliance with the Building Codes �' New York State. I ray �i 36 High Fiberon composite handrail on x, sides, balusters 4.5" O.C. V,, 13' 11" x 10' F, N 0x0 5/4 x 6 Decking °'-- o 29" O o y above grade s. Existin Bilco 9 And Foundation I QI ir 2 x 8 Ledger board, bolted through existing ledger and rim joist, 16" O.C. i�»we k f— -3'11 --► 14"-► • 6 x 6 post attached to Existing 8' 10" All framing existing foundation 2 x 8 Ledger Board pressure treatedExisting House Existing Slider Fiberon Composite Handrail, Existing Balusters 4.5" O.C. House 10 ' c'> Ll Ll LA W A Existing 811011 2 x 8 Joists, 16" O.C. ���� MQ, 2 x 8 Ledger" bolted 2—2 x 8 Beam Ledger board 13' 10" 2 x 8 Led , 1� g through existing ledger and rim joist at 6 x 6 Post 16" O.C., metal joist hangers —► Grade 3. 3 Concrete Pad AL���` $" x12" x12"---. Jon Swanson — Deck All framing IF 150 Rockwell Road pressure treated Queensbury, NY 12804 Scale: % inch = 1 foot Page 3/3 FLOORS •':.;'`�r�'=`t�w��;.;,� ^. FLOORS in accordance with ASTM D 7032. Plastic or composite I�507.3>3 Decay resistance. Plastic composite deck, handrails and guards,or theirpackaging,shall bear a label boards,stair treads,guards and handrails containing wood �:' g g .....:. ....:. . that indicates compliance to ASPM D 7032 and includes cellulosic or other biodegradable materials shall be decay _ s =:ywjyX »a NZ STAGGER FASTENERS the maximum allowable span determined in accordance resistant in accordance with ASTM D 7032. E {` IN 2 ROWS with ASTM D 7032. 8507.3.4 Termite resistance. Where required by Sectior> 8507.3.2 Flame spread index. Plastic composite deck 318, plastic composite deck boards, stair treads, guards; _ y'`o-`°,':; �} � Q O � 5.5"MIN.FOR 2 X 8` DISTANCE SHALL BE PERMITTED TO boards, stair treads, guards, and handrails shall exhibit a and handrails containing wood, cellulosic or other biode-'. fi`awr.x ''F':' S"MAX 6,5"MIN.FOR 2 X 10 BE REDUCED TO 4.5"IF LAG SCREWS '" f ' 7.5'MIN.FOR 2 X 12 ARE USED OR BOLT SPACING IS flame spread index not exceeding 200 when tested in actor- gradable materials shall be termite resistant in accordance '4 -9 5=; ' ® 0 REDUCED TO THAT OF LAG SCREWS dance with ASTM E 84 or Ula 723 with the test specimen with ASTM D 7031 ^ Y< ;; _ _ g p g TO ATTACH2X8LEDGERSTO2X8 remaining in lace during the test. ter.,.: �07.3.� Installation of plastic composites. Plastic conn-'.-:e��� �_w; 2"MIN. � � BAND JOISTS. Exception: Plastic composites determined to be non- posite deck boards, stair treads, guards and handrails shall "_:�=''V z i�,r;:;.' LEDGER LAG SCREW OR BOLT 3/4"MIN. combustible. be installed in accordance with this code and the manufac- turer's anufac tnrer'S instructions, _,a:, For SI: 1 inch=25.4 min. `'µ�,•:�.a�;;:. FIGURE 8507.2.1(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS .; TABLE 8507.2 DECK LEDGER CONNECTION TO BAND JOISTa2b ' >#- (Deck live load=40 psf,deck dead load=10 psf,snow load<40 psf) - - -- IMF", JOIST SPAM 1 CONNECTION DETAILS 6'and less 6'1"to 8' 8'1"to 10' 10'1"to 12' 12'1"to 14' 14'1"to 16' 16'1"to 18' :a.;;, "i 'M n .; SHEA THING On-center spacing of fasteners NOTE: SIDING '/z-inch diameter lag screw with t/Z inch w arir 30 23 18 15 13 11 10 THIS DETAIL IS APPLICABLE maximum sheathing ' ?" WHERE FLOOR JOISTS ARE FLASHING FOR PARALLEL TO DECK JOISTS. WATER TIGHTNESS '/,-inch diameter bolt with inch maximum I . r: a' a 2 36 36 34 29 24 21 19 sheathing DECKING 1�-inch diameter bolt with 1-inch maximum 36 29 36 24 ( 21 18 16 t I ` sheathinge For SI: 1 inch=25.4 mm, 1 foot=304.8 rum,1 pound per square foot=0.0479 kPa. ° APPROVED JOIST HANGERS a. Ledgers shall be flashed in accordance with Section R703.4 to prevent water from contacting the house band joist. ;' 2"MIN, ;a" • _ 2x LEDGER WITH FASTENERS b. Snow load shall not be assumed to act concurrently with live toad, .,,,��,�� " . IN ACCORDANCE WITH TABLE R507.2 c. The tip of the lag screw shall fully extend beyond the inside face of the band joist. ,.< ar,,.- vI h° d. Sheathing shall be wood structural panel or solid sawn lumber, I e, Sheathing shall be permitted to be wood structural panel,gypsum board,fiberboard,lumber or foam sheathing.Up to'/Z inch thickness of stacked washers `" '_ HOLD-DOWN DEVICE MIN 750 LB,CAPACITY shall be permitted to substitute for up to'/2 inch of allowable sheathing thickness where combined with wood structural panel or lumber sheathing. s?{ t,, FLOOR JOISTS AT 4 LOCATIONS, EVENLY DISTRIBUTED ALONG DECK AND ONE WITHIN 24"OF EACH ` END OF THE LEDGER.HOLD-DOWN DEVICES SHALL FULLY ENGAGE DECK JOIST PER HOLD-DOWN MANUFACTURER. A FULLY THREADED 3/8"DIAMETER LAG 1'' n. SCREW PREDRILLED W/MIN.3"PENETRATION TABLE 8507.2.1 PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS ''` TO CENTER OF TOP PLATE,STUDS,OR HEADER. MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS - - For SI: finch=25.4 mm. TOP EDGE ! BOTTOMEDGE I ENDS � ROW SPACING `j ;. ,; ... FIGURE 8507.2.1(2) Ledgers ( 2 inches I 3/4 inch 2 inches 151$inchesb "l` s.r,'=?` PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS is Band Joist° 314 inch ( 2 inches I 2 inchesb 151,inchesb For SI: 1 inch=25.4 mm. — — - - e4• g s•z a. Lag screws or bolts shall be staggered from the top to the bottom along the horizontal run of the deck ledger in accordance with Figure R507.2.1(1). b.Maximum 5 inches. c. For engineered rim joists,the manufacturer's recommendations shall govern. r , d.The minimum distance from bottom row of lag screws or bolts to the top edge of the ledger shall be in accordance wlth Figure 8507.2.1(1). " z' '''' 2015 INTERNATIONAL RESIDENTIAL CODEr 150 2015 INTERNATIONAL RESIDENTIAL CODE,:�' 151 in 99450' E _ z ._ 0 PERMILT-WI-P-L1 I HAVE PERSONALLY MMURED THE DISTANCE - FROM THE PROPERTY LINES TO THE Zt 0 PROPOSED STR.UCTURE(S) OR/SIGNr(S) 00 �7RE t D E r'J 'Cy lie BILE COPY 322° v o� 262' 290.10-1-5.2 AST-000481-2017 Swanson, Diane & Jon 150 Rockwell Road Deck 168 s.f.