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AST-0222-2021 x >. Office Use Only ACCESSORY STRUCTURE Permit#: "N��T— 02,ZZ- 292,I Totem ofQgmnsbBq PERMIT APPLICATION Permit Fee:$ _ 742 Bay Road,Queensbury,NY 12804 Invoice#: -� 1 P:518-761-M6 www.gueertsbury.net Hood Zone? Y N Reviewed By: Project Location: Tax Map ID#: �_ _ )- .� Subdivision Name: PROJECT INFORMATION: TYPE: IN Residential ❑ Commercial, Proposed Use: STRUCTURE ❑ Boathouse(with or w/o sundeck) ❑ Canopy ❑ Carport ❑ Cell Tower ® 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: 2"d floor: Total square feet: 2(o Brief description of scope of project: LC rL- APR 3 T BUILD1 QUBBNBB AIG& CppFURYS Accessory Structure Application Revised January 2021 ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction:$ S3�©Q 0 2. Are there any structures not shown on the plot plan? tKYES ❑NO Explain: j?,X 1( S1led ,7 IfDQ��:o b!c`Ks 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 If,for any reason,the building permit application is withdrawn,30%of the fee is retained by the Town of Queensbury.After 1 year from the initial application date,100%of the fee is retained. 3. Ifthework 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 atrue 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 1, or my agents, will obtain a certificate of occupancy. 6. 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: Pela r Xc SIGNATURE: ap i. ,gp4:4f •� b, DATE: ' /2- '200% Accessory Structure Application Revised January 2021 i CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): 12e`TeY � 13��nar�z-ji 1C �Tr. Mailing Address, C/5/Z: G1 Oak ' rem C1e9 qu+ebagjAl i?, W# Cell Phone: 515 gcrlp 67*7i Land Line: A- 1.4 Email: )o baJ na c-1G i7y&ap,rr,com Primary Owner(s): Name(s): pe;tar � Be,)-)wrc - k Mailing Address, C/S/Z: 6/ nab Trr—e- C virc1-� ae-r--n5 bicryyAl J2001 Cell Phone:510 9%CTT/ Land Line: A-%, Email:,V b+-470r 1@ K y cAJ0+ rr. CIO M ❑ Check if all work will be performed by property owner only • Contractor(s): (List all additional contractors on the back of this form) Contractor Name(s): vG, �,3 rrac_l-a h� ha.iv vt Guoc45�Jze J Contractor Trade: ' Cop srru&7"ro h Mailing Address, CIS/Z: 2 8 Ect5t)?Oi Sa,01 Qaos F/fS�)AN! 1'2-S©3 Cell Phone:516 3G 11?&Z Land Line: 51-9 79�?. 3`t If-57' Email: 5&C C.o/V7-R1�r,-r1N6 @ yahoo• co m "Workers' Comp documentation must be submitted with this application" Sub�,irtfer7 �� coi,r�gc�`vr fFpri I- j2� ?�21 • Architect(s)/En�ineer(s): Business Name: Contact Names): Mailing Address, C/S/Z: Cell Phone: Land Line: Email: Contact Person for any questions regarding this project: Cell Phone:,5Ig 41U 6771 Land Line: IYA Email: FbCdtiq caps 5 r, C ►' Accessory Structure Application Revised January 2021 STRESS ANALYSIS, CUSTOMER: SOC CONTRACTING [VF:1LEjC0Py DATE: 03/31/21 DESIGN: BEDNARCZY REF: SALESMAN # NIKKI H ------------------------------------------------------- MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD ------------------------------------------------------- JOISTS 2X8 DEFLECTION 311 PSF 16" BENDING 253 PSF SHEAR 179 PSF C C. to COMPRESSION 285 PSF 179 PSF 2) d BEAMS 2-2X10LM DEFLECTION 69 PSF 00 BENDING 57 PSF Q SHEAR 70 PSF COMPRESSION 305 PSF 57 PSF rt CD POSTS 6X6 STABILITY 856 PSF BEARING 388 PSF 388 PSF y ----------------------------------- CD TOTAL LOAD 57 PSF DEAD LOAD 10 PSF N N LIVE LOAD 47 PSF N N ------------------------------------------------------- N STRINGERS 2X12 DEFLECTION 325 PSF -'' N F� BENDING 258 PSF SHEAR 178 PSF COMPRESSION 682 PSF ----------------------------------- TOTAL LOAD 178 PSF DEAD LOAD 10 PSF LIVE LOAD 168 PSF -------------------------------------------- STRINGERS 2X12 DEFLECTION 445 PSF TOWN OF QUEENSBUR BENDING 356 PSF BUILDING & CODES DEPT. SHEAR 246 PSF Reviewed By, COMPRESSION 941 PSF mate: a --------------------------------- TOTAL LOAD 246 PSF DEAD LOAD 10 PSF LIVE LOAD 236 PSF ------------------------------------------------------- DECE9VE TOWN OF QUEENSBURY BUILDING DEPARTMENT APB i 3 � Zi witho r comments shall not benconstruued as indicating the plans and specifications are in full compliance with the Building Codes of TOWN OF QUEENSBURY New York State. I BUILDING&CODES H A A A A A A A B $ I G C LABEL LENGTH BEVELS LABEL LENGTH BEVELS A Joist(10) 13'7 1/2' 1 cap 6' 1' B Joist(4) 1017 1/2' 1 section 7'7 1/2' C fascia 14' 1)0 2)46 J cap 2'6 1/2" 1)0 2)46 C rim 13'7 112' J section 1'7 112' D fascia 14' 1)46 2)46 K cap 14'9' 1)46 2)46 D rim 13'9" K section 6' 9 1/4' E fascia 3' 1 1/2' 1)46 2)46 L cap 3'6 112' 1)46 2)46 E rim 3' L section 2'7 1/2' F fascia 9' 1 112' 1)46 2)46 M cap 1'2' 1)46 2)0 F rim 9' N cap 2' 6 1/2' 1)0 2)46 0 fascia 11' 1)46 2)0 N section 1' 7 1/2' O rim 10'7 112' O cap 11'4 112" 1)46 2)0 H rim 19'9' O section 6' 3 114' Cut List Curtis Lumber ,SOC CONTRACTING 885 Route 67 03/31/21 Ref:Bednarczy Ballston Spa Scale:3/16"=1' 1 n �i��ors '��ac� .•yc�e�u►,-e,� .1 F o Ue r 21 To�pp View Curtis Lumber OS031 20NTRACTING 885 Route 67 Ref:Bednarczy Ballston Spa Scale:To fit 20' • jLdj Beam 2-2x10Lm r-3'4' LLLD 4' 12IN SONG TUBE 6x6 Post 4' 14 6 Jae� A ke., wo rl-� SAC ,rJ. :1 S el o� ( ,wi-e C-4Q G°e,,fo, i4-C Z1�-. G kv LV Plan View Curtis Lumber SOC CONTRACTING 885 Route 67 03/31/21,. Ref:Bednarczy Ballston Spa Scale:3/16'1=1' G' 11 1/4' 3'7 3/4' 11 IL 11 A 1' 4 1/2' BEAM BEAM POST POST LABEL LENGTH COUNT SPACING A 13' 8- 2 12' 3 1/2" B 6' 1 1/2" 2 4' 8" C is, 8" 3 8' 1 3/4" Post spacing is measured center-to-center. Depth of concrete footers --- 48" Beam Layout Curtis Lumber SOC CONTRACTING 885 Route 67 03/31/21 Ref:Bednarc2y Ballston Spa Scale:3/16"=1'" A 8' B 11'9" B) 12' A) 7'9" A) 8' B) 11'9" B) 12' A) 7'9" A) 8' B 11'9" B) 12' A) 7'9" A) 8' B) 11'9" B) 12' A) 719" B) 12' A) 7'9" A 8' B 11'9" B) 12' A 7'9" A) 8' B 12' A 7'9" A 8' B) 11'9" A) 7'9° A) 8' B) 11'9" B) 12' A) 7'9" A) 8' B 11'9" B) 12' A) 7'9" A) 8' B) 11'9" B) 12' A) 7'9" A) 8' B) 11'9" B 12' C 13'9" C 13'9" C) 13'9" C) 13'9" C) 13'9" C 3'9" Plank Layout Curtis Lumber SOC CONTRACTING 885 Route 67 03/31/21 Ref-Bednarczy Ballston Spa Scale:3/8"= 1' IVDIGITAL' 2020 Residential Code of New York 11\ CODES State man First Printing:Nov 2019 CHAPTER 5 FLOORS SHEATHING NOTE: SIDING THIS DETAIL ISAPPLICABLE WHERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS. DECKING vp APPROVED JOIST HANGERS 27 PAIN. 2x LEDGER WITH FASTENERS IN ACCORDANCE WITH TABLE R507.2 HOLD-DOWN DEVICE MIN 750 LB.CAPACITY FLOOR JOISTS �c 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'/;DIAP.1ETER LAG SCREW PREDRILLED Wl MIN.3'PENETRATION TO CENTER OF TOP PLATE,STUDS,OR HEADER. For 51:1 inch =25.4 mm, 1 foot=304.8 mm. FIGURE R507.9.2(2) DECK ATTACHMENT FOR LATERAL LOADS Copyright © ICC All Rights Reserved. Accessed by David Hatin on 0411512021 pursuant to License Agreement with ICC.No further reproduction or distribution authorized.Any Unauthorized reproduction or distribution is a violation of the federal copyright and subject to civil and criminal penalties thereunder. z STAGGER FASTENERS IN 2 ROWS �O � (� 5.5'PAIN,FOR2X6' 'OtSTPa4CEStfAE.L,REPERMlTTE4T�R 6+� JL 6.5°MIN.FOR2XtG BE REDUCED TO 40 IF LAO SCREW$ ® 7.6"MIN,MR2Xt2 ARE U$fQ Of,80LT$PACINGIS REOUCM TO THATOF LAG SCREWS 77 TO ATTACH 2 X 8 LED 0ERS TO 2 X 8 • 2'tA1N. BAND JOISTS, LEDGER LAG SCREW OR BOLT SW MIN. For St:I trah=2S.4 mm RQURERSO7.2.t(1) PL.AOEy,IHNT OF LAG SCREWS A140 BOLTS IN LEOGERS R507,2.4 ROLQ•DON{NORSIMILAR TENSI H OMCE ,FLOOR SHEATHING NAIUNGAT 6^MAXIMUMONCENTERTO 2fOC8ttOR5 JOIST WITH HOLR-DOWN 'F •I' 'f' •I- 4- t• _ } } } FLOOR JOIST DECK JOIST FTQURE 6g7.2.9(t) DECK ATTACHMENT'FOR LATERAL LOADS SHEATHING NOTE; SIDING ` THIS DETAIL IS APPLICABLE WHERE FLOOR JOISTS ARE FLASHING FOR PARALLELTO DECKJOISTS. WATER TIGHTNESS DECKING APPROVED JOIST HANGERS a,MIN. 2x LEDGER WITH FASTENERS IN ACCORDANCE WITH TABLE RSQT,2 HOLD-DOWN DEVICE MIN 7SO LB,CAPACITY FLOOR JOISTS AT'4 LOCATIONS,EVENLY DISTRIBUTED ALONG OECKAND ONE WITHIN 24"OF EACH END OFTHE LEDGER,HOLD-DOWN DEVICES $HALL FULLY ENGAGE DECK JOIST PER HOLD-DOWN MANUFACTURER:, A FULLY THREADED'la DIAMETER LAO SCREW PREDRILLED Wt MIN,W PENETRATION TO CENTER OF TOP PLATE,STUDS OR HEADER. ' FIf?;URB R$GT,2,9(2) QEOK ATTACHMENT FOR LATERAL LOADS \\' DIGITAL 2020 Residential Code of New York ■1IkWJ CODES State First Printing:Nov 2019 CHAPTER 5 FLOORS MINIMUM T :+— MINIMUM 21- J—�— SINGLE PLY BEAM— MULTIPLE-PLY BEAM { �_.-- (2)1/2-DIA1VETER— {' ( THROUGH—BOLTS iici r OR APPROVED i f EQUIVALENT CONNECTOR I POST NOTCH--- FOR FULL-BEAM -- BEARING z 2YT MIN, BEAM SPLICE ----- —J — z 2' z2W I For SI:1 inch=25.4 mm. FIGURE RS07.5.1(2) NOTCHED POST-TO-BEAM CONNECTION Copyright © ICC All Rights Reserved. Accessed by David Hatin on 0411512021 pursuant to License Agreement with ICC.No further reproduction or distribution authorized.Any Unauthorized reproduction or distribution is a violation of the federal copyright and subject to civil and criminal penalties thereunder. ZM DIGITAL." 2020 Residential Code of New York ILIMI CODES State man First Printing:Nov 2019 CHAPTER 5 FLOORS R507.2.4 Flashing. Flashing shall be corrosion-resistant metal of nominal thickness not less than 0.019 inch (0.48 mm) oepproved nonmetallic material that is compatible with the substrate of the structure and the decking materials. Copyright © ICC All Rights Reserved. Accessed by David Hatin on 0411512021 pursuant to License Agreement with ICC.No further reproduction or distribution authorized.Any Unauthorized reproduction or distribution is a violation of the federal copyright and subject to civil and criminal penalties thereunder. z - .A•F�,r �=o'�. �`�,,�:..i.'r',4+, `rt. ��'Lt�_.��41fi� ,1,;CiC`�7''.���'.+�' D � APR o t pV oUEENSB'JRY T�wN .CoDES SIJILDENG � _I E .�,✓� oll zz / r 1 \ 3 S ,�' `� FAT' '\''••• �c / f � A � E(} t 7 r 1