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AST-0388-2022 Office Use Only ACCESSORYSTRUCTURE Permit#: AS ' 0 Z-U2�- Town ofQueensbury PER I�CICON rmit Fee:$ 1a Q 742 Bay Road,Queensbury,NY 12804 UN q o n L nice#: U P:518-761-8256 www.aueensburv.net .1 'Y 20�� �} � F ood Zone? Y - CDV Reviewed By:C`P��� TOWN OF QUEENSSURY BUILDING& CODES Project Location: 60 0416 J9UC Tax Map ID#• 30 9• 7 Subdivision Name: PROJECT INFORMATION: TYPE: N Residential ❑ Commercial, Proposed Use: STRUCTURE: ❑ Boathouse(with or w/o sundeck) ❑ Canopy ❑ Carport ❑ Cell Tower V Deck ❑ Detached Garage(>300 s.f.) ❑ Dock ❑ Gazebo ❑ Pavilion ❑ Pole Barn ❑ Porch ❑ Ramp ❑ Shed(<300 s.f.) ❑ Solar Panels(w/o rafter upgrades) ❑ 3-Season Porch ❑Other: SQUARE FOOTAGE OF STRUCTURE: 1st floor: 2nd floor: Total square feet: r e Brief description of scope of project: e u FA Ir-I ,, p/9OA Ci s f La_ /0 X /rl of s Imo- t,1A 11�&- 1�.��,e-� d�� / y x lsti ��� �ff.Jsu� 'Ire-rlt kd /L 1,44C -/01 le- ZZ dreke 4c, P . '%. t5 C'J l V- Accessary Structure Application Revised March 2022 4 , ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction:$ D r3(7 2. Are there any structures not shown on the plot plan? ❑ YES CZ NO Explain: 3. Are there any easements on the property? ❑YES NO DECLARATION: 1. 1 acknowledge that no construction shall be commenced prior to the issuance of a valid permit and will be completed within a 12 month period.Any changes to the approved plans prior to/during construction will require the submittal of amended plans,additional reviews and re-approval. 2. If,for any reason,the building permit application is withdrawn,30%of the fee is retained by the Town of Queensbury.After 1 year from the initial application date,100•/of the fee is retained. 3. If the work is not completed by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 4. 1 certify that the application, plans and supporting materials are a true and a 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. 5. 1 acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. 6. 1 also understand that Ilwe are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities priorto issuance of a certificate of occupancy. I have read and agree to the above: PRINT NAME:7�0-14QF n.af SIGNATURE: DATE: 6 krbo o?� Accessory Structure Application Revised March 2022 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): Mailing Address, C/S/Z:,,26 �`- t�� ,�o Cell Phone: 3-t p s^�d aQ q f Land Line: ,Lo Email: !NT' lC'Iwwv . c:vw Primary Owner(s): Name(s): ,A �- 4,cd,, Mailing Address, C/S/Z: &/6 G e-e x, nY Y Cell Phone: ,T'/$ ao?a oa to Land Line: Email: ❑ Check if all work will be performed by property owner only • Contractor(s): (List all additional contractors on the back of this form) Mailing Address, C/S/Z:A?v Cell Phone: Land Line: Email **Workers' Comp documentation must be submitted with this application** • Architect(s)/Eneineer(s): Business Name: Contact Name(s): Mailing Address, C/S/Z: Cell Phone: Land Line: Email Contact Person for any questions regarding this project: Cell Phone: Land Line: Email Accessory Structure Application Revised March 2022 r • Contractor(s): Workers' Comp documentation must be submitted with this application Contractor Name(s): � 1 �,,� Contractor Trade: &,wdele-, _ Mailing Address, C/S/Z: 96 � �/� S� /�'�� J�'• Cell Phone: J`'G S"'7-ci a Land Line: Email: ,c,cj,o,C • Contractor(s):Workers' Comp documentation must be submitted with this application Contractor Name(s): Contractor Trade: Mailing Address, C/S/Z: Cell Phone: Land Line: Email: • Contractor(s): Workers' Comp documentation must be submitted with this application Contractor Name(s): Contractor Trade: Mailing Address, C/S/Z: Cell Phone: Land Line: Email: • Contractor(s): Workers' Comp documentation must be submitted with this application Contractor Name(s): Contractor Trade: Mailing Address, C/S/Z: Cell Phone: Land Line: Email: • Contractor(s): Workers' Comp documentation must be submitted with this application Contractor Name(s): Contractor Trade: Mailing Address, C/S/Z: Cell Phone: Land Line: Email: Accessory Structure Application Revised March 2022 Deck and Roof Design checklist Is deck freestanding or ach Footing[A' Sono tubes sized for posts 44 8" 6x6 12" ig foot or footing for roof load Proper attachment to post and footing shown Proper flashing or waterproofing to structure shown Attachment to structure shown on plans Galvanized or stainless steel bolts shown NO ZINC COATED Hex headed bolts NO CARRIAGE BOLTS Diagonal bracing shown for deck over 24" Floor joists parallel to carrying beams Deck post to beam attachment shown Over 30" requires handrail Over 30" requires guards Over 30" requires guards @ 34" to 38" in height and handrails @ 34"-38" Revised 4/15/2021 La 'Lf � 1l � X/p n; �,• 16 � oL Te..� lv 1 �r�e..c�n-•-�-f - - -- � ��c1..►o wts�¢-a.� 1�s�- f=vu�+�c Cka.�.�c�2(� .,Z` i^, �ro-k __ S�c�aa .�-w�by�' r•�-`�- . 4-- a�C Ci�.Y1 F v�r ITOWN CEOW7E QF QU�E�!Sl3UR1�309.9-1-84 AST-0388-2022 � L DING i3 CdDE5 David & Ronda Lazarus 60 Ohio Avenue - Deck FLOORS c, TABLE R507.9.1.3(1) DECK LEDGER CONNECTION TO BAND JOIST`' (Deck live load=40 psf,deck dead load=10 psf,snow load S 40 psf) JOIST SPAN CONNECTION DETAILS 6'and less 64"to 8' I 84"to 10' I 10'1"to 12' I 12'111to 14' 14'1"to 16' 16'1"to 18' On-center spacing of fasteners '/Z inch diameter lag screw with'/2 inch `' ca 30 23 18 15 13 11 10 maximum sheathing _- '/2 inch diameter bolt with'/z inch maximum 36 36 34 29 24 21 19 sheathing 1/2-inch diameter bolt with 1-inch maximum 36 36 29 24 21 18 16 r5.. sheathing` For SI: 1 inch=25.4 mm,1 foot=304.8 mm,I pound per square foot=0.0479 kPa. a. Ledgers shall be flashed in accordance with Section R703.4 to prevent water from contacting the house band joist. b.Snow load shall not be assumed to act concurrently with live load. = c. The tip of the lag screw shall fully extend beyond the inside face of the band joist. d.Sheathing shall be wood structural panel or solid sawn lumber. 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 shall be permitted to substitute for up to'/z inch of allowable sheathing thickness where combined with wood structural panel or lumber sheathing. TABLE R507.9.1.3(2) PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS TOP EDGE BOTTOM EDGE ENDS ROW SPACING Ledger' 2 inches° 3/4 inch 2 inchesb 15/s inchesb "; r Band Joist` 3/4 inch 2 inches 2 inchesb 1%inchesb For SI: 1 inch=25.4 mm. 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 R507.9.1.3(1). b.Maximum 5 inches. c. For engineered rim joists,the manufacturer's recommendations shall govern. d.The minimum distance from bottom row of lag screws or bolts to the top edge of the ledger shall be in accordance with Figure R507.9.1.3(l). r; N z STAGGER FASTENERS IN 2 ROWS i. OQ QO QO O 5.5"MIN.FOR 2 X 8• 'DISTANCE SHALL BE PERMITTED TO 5"MAX 6.5"MIN.FOR 2 X 10 BE REDUCED TO 4.5"IF LAG SCREWS �O QO O 7.5"MIN.FOR 2 X 12 ARE USED OR BOLT SPACING IS <. REDUCED TO THAT OF LAG SCREWS TO ATTACH 2 X 8 LEDGERS TO 2 X 8 2"MIN. BAND JOISTS. .a LEDGER LAG SCREW OR BOLT 3/4"MIN. - - For SI: 1 inch=25.4 mm. FIGURE R507.9.1.3(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS t� `e3 c . p�Spa balostf%tyPd ixdpgs�typ rtm lrfiDA514board DO140r @0H. rail cap ininTmam 2x4 top and boftom; altacli:to gubW Rostwlfh (2)"'Wood ecr Halls of (2,)i(8 wood screws 4-h" ® tong crogslde Nim � a (2)J&diameter oper►lrigs.shall riot.alloW attach batnsTersattap:and bottom ttu,i b tts and passage of a c whh(1)#8 wood scmwvl(2180 diameter sphere post-We threaded rolls eeith 0.185"nominal diameter American Forest&Paper Association Figure 33. Miscellaneous Stair Requirements M-� r Z g. I' Ka�d'raif,- handrail.shall return at<each . .end 36"thin.stair 4Ctid(h r r , Figure 30. Stair Guard Requirements 04' aximu t Figure 32B. Handrail Grip Size t etvili ea ost,$ 1�"_21-�" stair-guard is ftlpired for sfairs"Vilith a lotaf 66 of 39%or more;:see GUARD Rl~4.t.(IREf&WTS:f-or 2a"max. c rr►gTe itfocltytfipr! E 16 min. stairguardheight j rp NpNCIRCUtAR CIRCULAR RECESS® 34"Mit.Measufed j ' R311.7.7.3 T -from nosin of step [R311.7.7.3 Type 11 [ yl g p Perimeter.4"-61" Perimeter:- Openings for•required guard Dirt live ` Triangular opening:shaQ sides of stair treads shall not all Mri petm#thi passogo a sphere.4 W to pass throggtt- of a 6"diametersphere. MeTTUM Figure 8. Post-to-Beam Attachment Figure 9. Prohibited PostAo-Beam Attachn Requirements Condition ME Mi (1)-3x,Or4x ar (2)'2x'beam- (2)1127 diameter•thru- bolts with Wdshets beam musE,bear tGity on 6x8:•notch, 6xe min'. notch post to accorriodatebaam � Lr—ttj6 2- ,D�s7 - r�(?' 6� Figure 10.Alternate Approved Post-to-Bea Post Cap Attachment 2.klb ; . � x L 6 yn; Y :YL'A IYN- LA -V j S x �P.7-/o ri. No o; T6 tM �' z E 2 0 lug 6N 5 Kit N- a W ri 'f G- l lrlr VA?10 Ij - !1 Si @ r, finehomebui[ding.com Simpson Strong-Tie DTT1 Z Deck Tension Tie - Fine Hom . . . To prevent a dock ledger arid band joist from separ, from a house, code regUires lateral ties that connec' deck framing to the house framing. The 2015 IRC of r IC�Itn Me��1 P®stc1 Techno Metal Post of Albany is the foundation solution provider for virtually any type of structure you build. The Techno Metal Post helical pile is like a giant metal screw that is installed by a certified technician using proprietary hydraulic machinery.The pier is augered into the ground until the desired bearing capacity is achieved. Techno Metal Post of Albany is the region's only certified installer of Techno Metal Post helical piles.No other company can guarantee that your building or structure is anchored on a solid base using Techno Metal Post helical pile technology. Technology that has at its foundation,an engineered system of on-going research and development,continuous innovation of machine and helical pile design,and technician classroom education and field training. What is a Techno Metal Post?(/) Year-Round Installation(/) Additions and Home Extensions(/) Porch and Deck Posts(/) Home Foundations(/) Docks,Boardwalks and Bridges(/) (/) ( images/what is a tmp jpg).Helical piles have been used for more than 100 years - mostly in heavy duty, commercial construction. Techno Metal Post of Albany brings this technology to your project along with a properly trained team with an extensive engineering support for our work making it easy for you to insist - on Genuine Techno Metal Post Quality. RESIDENTIAL• COMMERCIAL• INDUSTRIAL• MUNICPAL IF YOU BUILD IT,WE CAN SUPPORT IT! ..._...._.� f_'Y /yw._...,,..,�:a..... V Li l� JUN 202022 U! 3 llli LATEST NEWS __�.�.. . .__._... . Q E. Techno Metal Post of Albany Joins CRBRA( 'ndex.php/8-news-press/31-techno-metal-post-of-albany_Joins-crbra) Welcome to Tech noMetalPostNY.com( i/ndex,php/8-news-press/30-welcome-to-technometal s ny-com) TMP earns ICC Evaluation(/in e c.php/8-news-press/29-tmp-earns-icc-evaluation) TMP Albany adds new equipment trailer to its fleet!( index.phpl8-news-press/28-tmp-albany-adds-new-equipment-trailer-to-its-fleet) Techno Metal Post of Albany Awarded Saratoga County TerritorYl ' dex nho/8-news-press/25-techno-metal-post-of-albany-awarded- saratoga-co u my-te rri to ry,) CONTACT 309.9-1-84 AST-0388-2022 David & Ronda Lazarus 60 Ohio Avenue Techno Metal Post of Albany Deck � ' / ! i i | ! ' | � | ' � / � ' � / _ Structural interface plate 1895,Soul.Frontenac Est TBD Field requirements Thetford Mines(QC)G613 6P6 Standard CSA G40.21 -Steel CANADA www.technometalpost.com 6" 152mm Steel pile CONFIDENTIAL min. Model P2:2.375"x 0.154" 60.3mm x 3.9mm THE INFORMATIONS CONTAINED Existing soil Standard ASTM A500 grade C-Circular steel section IN THIS DRAWING IS THE SOLE T PROPERTY OF TECHNO METAL POST INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF TECHNO METAL POST INC. IS PROHIBITED REVISIONS DATE DESCRIPTION REV. Exclusive polyethylene sheath Under depth frost if required penetration. Actual pile length to be determined by field conditions and desired A\1 loading capacity. Client: Client actress Project: 318" 9.5mm I Thick steel helix factory welded to pile on both upper and lower surfaces Drawing: Standard CSA G40.21 -Steel Techno Metal Post Model P2 Galvanization standard (Above ground light ACNOR G 164-M 0.125 lbSJft2 61 Og/M2 structure) Approved by: If required, piles may be field welded with extensions to achieve greater loading 6"to 24" capacities in poor soil 152 to 610mm conditions. Helix diameter varies according to soil Allowable working load conditions and desired Compression and L Date Scale: loading capacity. tension Lateral Bending moment 2011-10-31 N/A 9,600 lbs-42.7 kN 450 Ibs-2 kN 2,213 lbs.pi-3.0 kN.M Drawing no: Page number: The lateral capacity depends on the density of soil Al-P2-00-G SHEET 1 OF 1 � � | / / ' � / / ! i | | � ) � / | | | � Structural interface plate 1895,Boul.Frontenac Est .--(TBD Field requirements) Thetford Mines(QC)G613 6P6 152mm Steel pile CONFIDENTIAL THE INFORMATIONS CONTAINED Existing soil LStandard :ASTM A500 grade C-Circular steel section IN THIS DRAWING IS THE SOLE PROPERTY OF TECHNO METAL POST INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF TECHNO METAL POST INC. IS PROHIBITED REVISIONS DATE DESCRIPTION REV. Exclusive polyethylene sheath Under depth frost if required Actual pile length to be determined by field conditions and desired \ loading apacity. Client: Client adress 3/8" 9.5mm Thick steel helix factory welded to pile on both upper and lower surfaces Standard CSA G40.21 -Steel Techno Metal Post Model P2 Galva n Fzati-o-F-s-t—a_nU_ar_d_ (Above ground light If required, piles may be field Approved by: welded with extensions to achieve greater loading 6"to 24" capacities in poor soil 152 to 610mm conditions. Helix diameter varies according to soil Allowable working load conditions and desired Compression a Date: Scale: nd � � loading capacity. tension Lateral* Bending moment 2011-10-31 N/A depends on the density of soil . ateral capac :teehrio:>Pv1��9,Iiyo��M; (nvnvnbFmrsli.e�� Home ( index.php) / Products / Exclusive Sleeve Exclusive Sleeve Soil moves, but your Techno Metal Post won't. Techno Metal Post's patented, proprietary heavy-duty polyethylene post sleeve has been specially designed to surround the Techno Metal Post helical pile.The principle is simple and proven.The sleeve slides along the helical pile during the inevitable shifting that naturally occurs over the course of time. it allows the pile to remain stable despite ground movement. Techno Metal Post designed and manufactures this proprietary sleeve in-house in a variety of sizes that complement our different post sizes. The sleeve is installed while the pile is screwed into the soil. Your project, built on a Techno Metal Post foundation, will not budge. Guaranteed! Alternative flash content Requirements recE- I-inc--�9�$�1 lf�o�� I1R'4� }¢nj Home .(/index.php) / Products / Connection System Connection Systems We offer a variety of pile-to-structure connection brackets to make building on top of Techno Metal Posts simple. Different types of structures require different connection brackets. For posted structures like decks, we offer adjustable height connectors for standard dimensional lumber sizes: 4x4, 6x6, double 2X, triple 2X. Techno Metal Post has also developed connection systems with integrated rebar for using - helical piers to pin concrete foundations to load bearing soil located deeper than it would be �M k practical to excavate to in a traditional method for solid bearing. ,« , We also fabricate custom brackets for special types of connections on request. LATEST NEWS Techno Metal Post of Albany_joins CRBRA ( index.php1products/connection-system/8-news-press/31-techno-metal-post-of-albany_joins- crbra) Welcome to Tech noMetalPostNY.com ( index.php1products/connection-system/8-news-press/30-welcome-to-technometalpostny-com) TMP earns ICC Evaluation ( index.php1products/connection-system/8-news-press/29-tmp-earns-icc-evaluation) TMP Albany adds new equipment trailer to its fleet! ( index.php1p rod ucts/connection-system/8-news-press/28-tmp-albany-adds-new- equipment-trailer-to-its-fleet) Techno Metal Post of Albany Awarded Saratoga County Territory_( index.php1products/connection-system/8-news-press/25-techno-metal- post-of-al bang-awarded-saratoga-county-territory) CONTACT li:®ra� Hornefl index.php) / Engineering Specifications / Quality Assurance Quality Assurance Techno Metal Post of Albany brings quality to every aspect of your project. Our team of technicians, ongoing training programs, installation machinery and product line, make it easy for us to stand behind our work and your project from start to finish. • Only genuine Techno Metal Post piers are uniquely manufactured using structural steel according to ASTM A500 grade C, CAN/CSA- G40.21-98 and CSA W47.1 standards. • Hot-dip galvanized according to CSA-G164M-92, i.e. a minimum of 610 g/m2, our posts are protected from corrosion index.php1.Projects/residential/2-uncategorised/10-corrosion-protection). Proprietary cathodic protection systems are available for use in harsh soils and environments from our Techno Protection__(http://www.technoprotection.com/).division. • Our posts are load tested according to ASTM-D1 143 and ASTM-133689 standards in a variety of soil types around the world. No other helical pile manufacturer can install and substantiate this claim. Post bearing capacity is confirmed on site using the installation machinery and in situ test benches when required and certified with field-generated engineering reports at the job site. • The Techno Metal Post Helical Foundation System, recently received an evaluation report (ESR#3418)from ICC Evaluation Service (ICC-ES) (http://www.icc-es.org1), providing evidence that piles and brackets manufactured and installed by Techno Metal Post meet code requirements. • Our helical piles are designed to resist axial and lateral strains calculated by applying a safety factor. Their helical design maximizes the load bearing capacity of soil. LATEST NEWS Home.( index.php) / Products / Corrosion Protection Corrosion Protection All Techno Metal Posts are protected at manufacture by a thick hot-dipped galvanized coating which provides years of reliable long-term protection for piles in most installation applications. (Our posts are hot-dip galvanized according to CSA-G1.64M-92, a minimum of 610 g/m2.) For sites and applications where harsh soil conditions, extraordinarily deep or submerged pile installations or engineering parameters best dictate enhanced corrosion protection,Techno Metal Post of Albany delivers more. Both passive (sacrificial) and active (impressed) cathodic protection systems have been developed by Techno Protection (http://www.technoprotection.com), a Techno Metal Post subsidiary.The Cathodic Protection Systems protect buried metal structures (not just Techno Metal Posts)from corrosion in order to preserve the stability of a structure based on helical piles in extreme environments. While this technology_( images/PDF Documents/Techno_Protection.pdf)was initially developed for the protection of our screw piles, it has become so successful that it is now being used to protect and preserve new or existing buried steel or reinforced concrete structures such as pipes, storage tanks, electrical vaults and utilities. Techno Protection offers two products for the screw pile foundations: Ring AnodesTM are sacrificial anodes in a ring form. They provide cathodic protection for small structures. t?`• '4 de.. �..::-•.-. ����'.;i Spin AnodesTM are anodes that are similar to helical piers and do not require any excavation.They use impressed current. --� FILE Copy t � PvS'I.i_ . �� Th TOWN OF QUEENSBURY ARTMENT s���-�' - '� � � - _ -_ __- _-_ BUILDING ed examination,compliance y�,stt L'J with our com ents shall not be construed as - indicating th' plans and specifications are in We J� full complian,e with the Building Codes of _ _ New York Sta e. _ 01 © cl 00 00 v � J ILI o a''. •y0 0 0 0 (.0 p M . l �J juN 2 0 2Q ? -�OWVy p�QUEENSBURY -. BUVL©VNG&CODES