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RC-000188-2016 -t7 < Oc o @ = Y O C sy = [D 6 'Li [n cn S CD CD Z o 0CD z w 0 a rs c�D p ?;, CD E3n w v o O f N N CCD r; N dy f�D v Q CD coo - w �• � � n � a fin' �' ?_: o � � aD. u C 11J o M- a e o w � oo N N p ~ n rwn — N O O N n .� n w i © O p i N t 1 C Ci O� w .� .� � w 44 � +•� � O to w CL 0 'rCr wcr TI CD CD 00 a 0• '� ^' 404 l a CD _ o0 CD f14• ', !A 0' A oc DO 00 LA n 1 07 Cp N 'Q 6 Rp CD oa C7 ►+ 0. tz n CO v o / TOWN OF QI.JIa;ENSBURY 712 Bay Road,QueensbUry,NY 12804-5904 (518)761-8201 Community Development- 13ttildittg& Codes (518) 761-8256 BUILDING PERMIT Permit Number: RC-0010188-2016 'Fax Map No: 226.19-1-84 permission is hereby granted to: J01 IN I IC}I GKINS,Cathy Hodgkins For property located at; 218 LAKE PKWY In the Town of Quectasbury,to,construct orplace at the above location in accordance withapplication together with plot plans and other inibranation hereto filed and approved and in compliance with tlae NYS t.)niforoaa Buihling Codes and the Queensbury Zoning Ordinance Type of Construction Owner Name: Cathy I lod,gkins Single.Family-New $600,000.00 Owner Address. 20 Kings RD 'total Value $600.000.0() Fake George,NY 12845 Contractor or Builder's Narne 1 Address Electrical Inspection Agency Witt Construction Inc. 563 N Broadway Saratoga Springs,NY 12866 Plans&Specifications SFD 2927 s.l:wv/garage 484 s.f:,2 FP Septic Variance/Alteration Boo-000421-2015 Cross Ref. SP Pl-0041-2015 and AV IIZ-0049-2015 The Area Variance was approved for a second garage and with the following,condition: "Ono this property there shall be no additional accessory structures or garages in the future." $7.58.00 P'E RMIT FEE PAID-THIS PERMIT EXPIRES: Friday,May 12,2017 (Ifa longer period is require(],an application lbr an extension aaust be made to the code Enforceanern 0111cer ofthe Towwn ofQucensb before the ir.atican d"t" Dated at the Town (Queen. y' 1' y 12,201,6 SIGNED BY: for theTown of Queensbury. Director of Building&Code F"liforcerrenI PRINCIPAL STRUCTURE APPLICATION Office Use Only Date: ' Permit No. k •o 6't. i Tax Map ID �� _ Permit Fee �.00 �l Zone + ,� '��.k � °., historic? "des �No R.ec Fee N Subdivision Name Lot 4 Site Plan## Subdivision## Project Location TOWN BD.RESOLUTION 86-2013: $850 recreation fee for new dwelling units-single family,duplexes/two-family,multiple family, apartments,condominiums,townhouses,and/or manufactured&modular homes,but not mobile homes. This is in addition to the permit fee(s). Primary Owner(s) _)V] i ,tri Address ti. ,. , c =i Phone/Email � ,. ry Applicant Address Phone/Email : Contractor Addressi o Phone/Email Contact Verson.for Building& Codes Compliance: I APR 44016 llP1 0ll Txa�i�,+aFCc�irsTztvcTtoiv . � ��M�co ,/Check all that apply New Addition Alteration I"floor sf 2"d floor sf Total sf Height Single Family Two-Family Multi-Family (##of units�) Townhouse Business Office Retail-Mercantile Factory-Industrial Attached Garage Other Town of Queensbury Building&Codes Principal Structure Application revised January 2016 If commercial or industrial please indicate name of business , Proposed use of building or addition r) cx, -n "(?S ­) � o Source of Heat(circle one) Gas `Oil Propanei., Solar Other Fireplace: Complete a separate application for Fuel Burning Appliances & Chimneys "' Are there structures not shown on plot plan? AJI) Are there easements on the property? Site Information: a. Dimensions or acreage of lot b. Is this a comer lot? Yes ,-No c. Will the grade be changed as a result of construction Yes No d. Public water or Private well(circle one) Public, PrVate e. Sewer or Private Septic System (circle one) Sewer 'Pa 6 nto >i A)h Value of all work to be performed (labor or materials) $ Lrc� pc t) DECLARATION. 1. 1 acknowledge no construction shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. 2. If work is not complete by the I 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 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: r. h-L'(-uA CA DATE: 4 (0 1(,-"7 SIGNATURE: ul DATE: Id I For office use only Operating Permit Issued: Yes No Occupancy Type Construction Classification Assembly Occupancy Limit Special Conditions Town of Queensbury Building&Codes Principal Structure Application Revised January 2016 May 1'1 1610:28a Environmental Design-GF 518 761-0317 p,1 SEPTIC DISPOSAL PERMIT office Use_+only DATE "" lc> 14z> Received Tax Map ID Pderirt Fee LOCAMNOFINSTp;I,lJ1 11I Z`.�� K uZA7'C Approvals: APPAL ..3 0114 t4-*Cook-7 i'"14 IL! b!b r4�C.t 1"1125 d'HOIVE/E-n AIL_ � --"°"tQ:" !';+. ADDRESS IfwSTItLLg t11t P rZF--- 1 1 !,2'OC 1- 11 Nlt'� ADDRESS: ok 00 Jk4k V 0f7 .x Address 7%0000r4 a GranaamrPERsoiv Fo r 8wLam&VigmCompLiA IL 07 AESfiXWE ANFORNA7T l f Year Built of bedrooms X Gallons per bedroom Total Flow 1980 or older Garbage grinder installed Y N 1981-1991 Spa or Hot Tub installed —Y 1992-Present I , PARC 77t7Mt!' Topography, Flat rolling Steep slope _%slope Soil Nature ✓ acrd _y'r Loam Clay Other Groundwater At what depth? > (cs Bedrock A Impervious Material At what depth? > Coca [domestic Water Supply- Municipal Well(if well,water supply from any septic system absorption is tt Percolation Test Rate: t t!!5--Z:6 ow minute per inch(test to be completed by licensed engineering I architect) PROPOSED SYS'TEN FQR N9X RLtC— 0— Tank Size gallons(minimum size 1,000 gallons,add 250 gallons to size for each garlaage grinder or spa or hot tub) System Type Absorption field with 4i2 stone Total length X;Each trench x Seepage Pit with#3 stone How many: ;size Alternative SystemWEW Bed or other type? 1!9'-A OVZ -..-5 .r4''fi"I S A L,15 Holding Tank System Total required capacity? Tank size #of tanks Notes: 1,1 Alarm system&associated electrical work must be inspected by a Town approved electrical inspection agency;2)We will no longer allow system to be covered until such time as an As-Rud't plan is received&approved. The installed system must match the septic system layout on file—no exceptions. I7Ec4ta.4Tvti& Any permit or approval granted which is based upon or is granted in reliance upon any material representation or failure to make a material fact or circumstance know by or on behalf of an applicant, shall be void. I Have read the regulations and agree to a `de by those and all `ernents of the Town sof Queensbury Sanitary Sewage Disposal Ordinance. Print Narne: t Date: Signature: ti roe Fi>V. pate: O t Town of Queensbury Building&Codes Septic Disposal Permit July 2014 Fuel Burning l�P Chimney. Appliance & ChiA llca " � � Office Use� �p DATE: � ` � , a y TAx MAP IIS: Permit No. ZONE: Tuv�,d�"` fw I.)p iw1UEENUE " QWOWNER s�'� ,;r� "}�� �"rv'1 E U i .� E ADDRESS �j INSTALLER a ! - � a�.W. 'r � �� „� PHONE/E-MAIL BUILDER CONTACT PERSON FOR BUILDING&CODE COMPLIANCE: PHONE/E-MAIL BUILDING ADDRESS ROOM OF INSTALL: l." o' � Qct I M'i, i) �t i PLANNED INSTALL DATE: � ' FUEL BURNING APPLIANCE INFORMATION WOOD COAL PELLET GAS OIL NOTE: ROUGH-IN& STOVE FILIAL INSP'EC'TION ARE FIREPLACE INSERT REQUIRED. FIREPLACE,FACTORY BUILT* NOTE: MANUFACTURER'S FIREPLACE,MASONRY INSTALLATION MANUAL FURNACE(GARAGE ONLY) MUST BE AVAILABLE AT TIME OF INSPECTION *If factory built provide manufacturer name: Q Vu ;Model : l f-) Listed by: (AI L, Number: TR)C) CHIMNEY INFORMATION Masonry" (check arse) BLOCK BRICK STONE Flue TIE STEEL �" Size in inches ara (;gI`1(,i I`4 Material DOUBLE WALL TRIPLE WALL INSULATED ** If non-masonry provide manufacturer name: C° /0 _ ("��01/t) ;Madel# -T�)D DECLARATION Construction/installation must conform to NYS Fire Prevention & Building Cade and/or manufacturer reordrements. The applicant or owner agrees to comply with all applicable laws, ordinances., regulations,and aii conditions that are part of these requirements and also will allow inspector's to enter premises to perform required inspections. I HAVE READ AND AGREE TO THE ABOVE: PRINT NAME: a cU ii DATE: SIGATUIE: DATE: Town of Queensbury Building&+Codes principal Structure Application Revised January 2016 Fuel Burning Appliance & Chimney App I "ni DATE: M TAx MAP ID: .µ it ;ZONE: OWNER , , 1 PHONE C, ADDRESS A✓M1 � AyG1 b ✓ .°�" � !�. M ro./w..,b�.."w_.».!' 1 n �s^. ,i INSTALLER/ PHONE/E-MAIL µ BUILDER CONTACT PERSON FOR BUILDING&CODE COMPLIANCE: PHONE/E-MAIL BUILDING ADDRESS ROOM OF INSTAL) .r( � Y U"f`i i L CY'Y PLANNED INSTALL DATE: FUEL BURNING APPLIANCE INFORMA"T"ION WOOD COAL PELLET GAS OIL NOTE: ROUGH-IN& STOVE FINAL INSPECTION ARE FIREPLACE INSERT REQUIRED. FIREPLACE,FACTORY BUILT* NOTE: MANUFACTURER'S FIREPLACE,,MASONRY INSTALLATION MANUAL FURNACE(GARAGE ONLY MIDST BE AVAILABLE AT TIME OF INSPECTION *If factory built provide manufacturer name: AJ- V wo.." ; Model##: -Te")() Listed by: l r(< ,A Number: °C) CHIMNEY INFORMATION Masonry** (check one) BLOCK BRICK STONE Flue TIE P STEEL Size in inches ��s��� � � ,��r �� ,�y Material DOUBLE WALL TRIPLE WALL INSULATED ** If non-masonry provide manufacturer name: V 0,+ Pj (-,I� 01,A) ; Model 4: DECLARATION: Construction/installation must conform to NYS Fire Prevention & Building Code and/or manufacturer requirements. The applicant or owner agrees to comply with all applicable lavas, ordinances, regulations,and all conditions that are part of these requirements and also will allow inspector's to enter premises to perform required inspections. I HAVE READ AND AGREE TO TIME ABOVE:. ".. . ? i � PRIl�1TNlAME: (.. rDATE: . SIGNATURE: 'xi"I o , -1 �'d A, DATE: 41 Town of Queensbury Building&Codes Principal Structure Application Revised January 2016 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No........................................CertNO 44894 Cut-in Card No..................................... Owner......T�..r ^.:.....����...... R.R .......................................................................... Location...............4hk:.4�........ fI'/L �(f/- ...................................Q / .......... ................. ........ Installation Consisting of..�.... ...................................�......................... ....................................................................................................................... InstalledBy..........Y....z...b�. !e...................................................Lic.No................................................... The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of maY", ections at any time, and if its rules are violated,the Company shall have the right tuekeDate... � ..�. ............ INSPECTOR..... .............................................................................. Member N.F.P.A.,1.A.E.1. FIRE MARSHALS OFFICE Town of Queensbury 742 Bay Road, Queensbury, NY 12804 H o in v of N it t n r a 1, Beauty ... A Good P I t L i z, e PLAN REVIEW Hodgkins 218 Lake Parkway RC-000188-2016 5/11/2016 Plan review based on submittals: NY BC regulates the construction of masonry chimneys and fireplaces. Excerpts from the code are attached, along with a chart indicating critical inspection points. A member of the Building Department or Fire Marshal's office shall be called and those inspection points. Michael J' Palmer Fire Marshal 742 Bay Road Queensbury NY 12804 firemarshal@queensbury.net Fire M xr r s h a I's Off i c e - P It o)i e: 518-761-8206 F a x: 518-745-4437 ftremarshalQq CIMom,A—ns aN— 3m=3-m—,3-08a— ....... Izq&6Lc(aL9) 990Z1-'A*H'31HVd HOAM-13 qvi.aAnom L—S d-1-1'd1HSM3NL11Vd N91930 IV1N3WN0HIAN3 'ON 133HS 91M'9 HSTaAOX (aaf)m)OL-1-61'922;R 119-T-6T,92Z'ON'ROHM XVIL XHOI AaN'A=00 NZHHVk Aufismanb do MA01 I.vAxavcl mm 912 00 NTI SNIXx,)CIOH kHJXD � NHOf GaS dOZId oz Hod Homaalsali GSS0do219 31111 133HS 9A H ON I T'I 6 0 I , I I I I I III, i4l!n iyy hall H4! Ig! � i MID 4 im Al tj !� .I V"i H M Fgi�111111 2 A4 11 IV!1, 1 P, 91 lu MUJ z0 o uj -AL LU.5 o o o o gig 7 o o o 16 C) j iV < Ko O w < Q 1w 'o 15 O 9, w o o < IS . , 5r, W M,- o < z. H F2 S o 6 aha o o w w �zw :v w<j. so�ao two z1- Lj ri E. %anW gw R wn FE o B z z, zsH zP CP 33P iao- P YP TP YP YP N YP YP YP ro- YP YP YP YP Y b N b N b 4 N b 4 a 1' 6 b N b N N b JU I rn N b b Nb N N ry N b N N b N b N NT b Hut YC II4 fl'T TP YYP SSC Hodgkins Residence `s"o- UFP New York LLC Wm°4o°5wY21/16 �a 0 �_�^�smooaba»:uaa.wa�j�awwra» fwmZp..nntn�e,a}rnn pmJYwtiY4a Ntl:»K�W1mYiunps ro ® AUniversal Forest Products Company For A PP vat p�a�...nM.woMakv»+.a.:�rMy NiNyswY».i...mrm..r.w N I:YF Nd.Wia P�\0..M/HJw NaJI Wf.WfCn NNLp10MMYElRIM WI4RICMFD TCffi®N.WIYM ny�K/n...•waaN/ro Nws.• 16D41146B w�r�n°�waw�reaE�muna.e�°fOanw/avmav°�Er a°er�Aw"ox�a Job Truss Truss Type oty PIY Hodgkins Residence 1604114BB-REP1 T01 ROOF SPECIAL 14 1 Job Reference(.PWM) Universal Forest Products,5631 S.NC 62,Burlington,NC 7.640 s Apr 8 2016 MiTek Industries,Inc. Wed Aug 1009;48:582016 Pagel ID:7gQV-gYr W SNGBUKgIOYskzOYCG-LBJk2eOmYm1RBBGkuIMBEtignLP7LM44xcOrryplep 46-0I 10.10.13 I 17-2-7 I 24-0-0 41 7'0'SEE NOTE 3 6'1-13 63-9 6.95 a1 2 4'0"SEE NOTE Scale 1:39.1 18"X 18" SEE OTE 3 17 12 m 12 SEE NOTE 1 SEE NOTE 2 MATCH 4.00 12 POINT 4 m 5 W O Z w 6 m o ZZU a 6 ll FT-1n 0 9 12 40" 5'51/2"CUTOUT ADDITIONAL BEARING 46-0 1414 24-0-0 9-7-0 410.12 1 Plate Offsets KY)- 1:0-2-12 0.16 2:0-4-1 0.2-0 :04-5 E e LOADING(psq SPACING- 2-0-0 CSI. DEFL in (loc) Well L/d PLATES GRIP TCLL 46,2 Plate Grip DOL 1.15 TC 0.85 Vert(LL) -0.18 9-11 >999 240 MT20 197/144 w- (Ground Sno60.0) Lumber DOL 1.15 BC 0.93 Vert(TL) -0.44 9-11 >653 180 TCDL 10,0 Rep Stress Incr YES WB 0.45 Horz(TL) -0.09 12 n1a n/a BCU_ 0.0Cade IRC2006lTP12002 (Matrix-M) Wind(LL) 0.06 9 >999 360 Weight:97 lb FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural Wood sheathing directly applied or 26-8 oc pUr ins, except BOT CHORD 2x4 SPF No.2 and verticals. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. SLIDER Right 2x4 SPF No.2 26-0 WEBS 1 Row at midpt 3-11 REACTIONS. (lb/size) 7=1679/0-5-8,12=157710-5-8 Max Horz 7=215(LC 6) Max Uplift 7=96(LC 9),12=54(LC 9) FORCES. (lb)-Max,CompJMa Ten.-Allforms 250(lb)or less except when shown. TOP CHORD 2-17=915/142,3-17=1056/131,34=2489/210,45=2695/197,56=3226/274, 67=1085/0,1-2=1393/148,1-12=1556/117 BOT CHORD 10-11=11812047.9-10=118/2047.7-9=23412991 WEBS 5-9=-6811163.3-9=0/734.3-11=1483/192.2-11=31/624.1-11=7/948 This repair has been prepared based on information and use conditions supplied by client. Designer has made a good faith effort to outline damage and repair conditions as reported by client. When actual field conditions do not approximate those indicated on this drawing,client shall Immediately infonn the engineer and refrain from applying the repair. REPAIR TO ADD A BEARING TO CUT OUT THE AREA SHOWN 1. ADD A 2 X 6#2 SPF VERTICAL BETWEEN THE TOP AND BOTTOM CHORDS. 2. ADD 2 X 4#2 SPF IN THE THREE """11O1j'L'.LL,, LOCATIONS SHOWN. 3. SCAB 7/16"OSB ON BOTH FACES AT THE THREE LOCATIONS SHOWN. ATTACH WITH 10D NAILS, 611 C/C .�x °;IN TWO ROWS IN ALL WEBS AND CHORDS. ' - �FfSSt�NQ�`�,`o TEia vuv-a mEeebimra rq ANSI?P14 tily,gtimrc PY Na11Ee,/" vW nyt Yawn aoJ[aileel Pouwkavbemv mel.l4 Jn jn' bent pm pvvn W aWi NmieJiviJivl N ltliuL aw,Bmma le lNvlbtatl bbl IIY Apel tili YOlOy[e lmnetfm aeJ papnumpoao favmpve !m'MG Ye(IFeB'IJ BBe'Ban Ba IE LBaBm YYl sairyvll Haiµ "fvmvtimmAa Yen fa am( E, J" s J ryii o,l Neym! MlltliryaW[ e�mtivJcu^ B Itl'BBUV M WUT+liryl Y �'=YMYetleYO8/11/16 fuewim unwYunro roaalnifi tnN LC "fig" IdmlYmm -/atrinad 4ya UFP pmY Basing Yow fuh Lxulpa 1 umavJnamH aJ Jau WI vmm autl ptnuoml lnm! Refv to BUJYnLea^W^nn UhY lnlommm(BCSUIVLmvalµi0aucarepnluy vvap hl me,mmm sEMac'nBanilada fmm SBCA VMTrvn nau Nrunnn Job Truss Truss Type Ory Py Hodgkins Residence 160011488 H0t GABLE 2 1 Job Reference tions Universal Forest Products Run:7.640 a Feb 22 2016 Print:7.640 s Feb 222015 Welk Industnes,Inc.Thu Apr 2109:56:14 2016 Pa69e 1 ID:7gOV_gYrWSNGilUKgIOYskzOYCG-dMPjHt r4EKmXziso97nZOIZ_nNG4x13OaegOkOzm8 10-10-8 4-4-0 8-4-8 1&7-8 17-8-0 22-0-0 22-10-8 -10 44-0 40-8 5-3-0 4-0-8 4-4-0 -10- a>w•iaz rn wa sr5zlsl5c1s 3i ,.Mrw a+= m� +e v v n n s1> aa. titin a. a re rs .our ry n x 10 N an e P 8-4-8 11-GO 13-7-6 22-G-0 8-4-8 2-7-8 2-7-8 8-4-8 Plate offsets 242.110.1- [5.04-8,0.14q,6:04A0-1-81.19r0-2-11,0-1-71,115.,D".0-0-6 LOADING SPACING 2-0-0 CSI. DEFL in (Loc) VdeB L/d PLATES GRIP TCLL 46.2 Plate Grip DOL 1.15 TC 0.48 Vert(LL) -0.0017-18x999 240 MT20 197/144 (Ground Snow.W.0) Lumber DOL 1.15 BC 0.13 Vert(TL) -0.01 911 Mill 180 TCDL10.0 Rep Stress lm YES WE 0.16 Herz(TL) 0.01 9 Na Na BCLL 0.0 ' Code IRC200GxTP12002 (Matix) Wind(LL) 0.00 2-19 >999 360 Weight:1101b F7<4% BCDL 10.0 LUMBER- BRACING TOP CHORD 20 SPF No.2 TOP CHORD Structural word sheathing directly applied or 640 o:Purim except BOT CHORD 20 SPF No.2 24)0 a;pudirs(10-0.0 max.):5E. WEBS 2X4 SPF No.2 ROT CHORD Rigid ceiling directly applied or 640 no bracing. OTHERS 24 SPF No.2 haTek recommends that Stabilizers and r SLIDER Left 2(4 SPF No.2 2-9-13,Right 2x4 SPF No.2 2-9 squired cross guide. Da IrWalletl tlurirg truss erection in accordance with Stabilizer Installation guide. REACTIONS. AD beatings 22-0-0. (Ib)- Max Horz2-175(LC 6) Max Uplift AU uplift 1001b bribes at jolnt(s)15 except 2--103(LC 9),9-130(LC 9).17--129(LC 8),13--106(LC 9) Max Grav An reactions 2504 or less at john(s)15,16,18,19,14,12,11 except 2.519(LC 2),9519(LC 3),9d08(LC 1),17=1036(LC 2),13-1036(LC 3) FORCES. (Ib)-Max.ConT0JMax.Tan.-All forces 25011b)or less except when shown. TOP CHORD 2-3-677/139,34=-401/161,531.-26x420,5.32-0(304,632-4-,104,6.33-/42D.7-8--4=173,8-9-677/150 BOT CHORD 2-19-179x436,1&19-174/430,17-18=-178x436,12-13-54/436,11-12-51/430,911-55x436 WEBS 4-17-550/226.5-17-7471102,6.13--747/52,7-13-550221 NOTES- 1) OTES1)Wind:ASCE 7-05;90nph;TCDL=6.Opsf;BCDL-6.0psf;h-24ft;Cal.11;Exp B;enclosed;MWFRS(low-rise)gable and zone and GC Etlerior(2)zone:cantilever all and right exposed;end veNcal left and right elposed;GC for members and forces 8 MWFRS for reactions shown;Lumber DOL.1.60 plate grip 001.1.60 2)Truss designed to wind loads in the plane of the suss only. For sails exposed to wird(non-nal to the face),see Standard Industry Gable End Details as applicable,or censJl qualified buldirg designer as per ANSVTPI 1. 3)TCLL,ASCE 7-05;Pg=60.0 psi(ground sacw):Pf-462 psi(flat roof snow);Category 0;Exp B;PaNally Exp.;Ct=1.1.Lu left=11-10-8,Lu right.11-10-8 4)Unbalanced snow,keds have been conk Bred for this design. 5)This truss has been designed far greater of min roof live bad of 16.0 Pd or 2.00 times gal root load of 46.2 psi on overhangs norfcaavrteht with other live loads. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable studs spaced at 2.0-0ec 8)The toss has been designed lar a 10.0 psi bottom dam live bad norcnrxvrtent with any other live bads. 9)-This truss has been designed for a live load of 20.0psi on the bottom dam in all areas where a rectangle 3.6.0 tan by 2.00 wide win fit between the bottom dad and any other members. 10)Provide mechanical connection(by ethers)of Vass to bearing plate capable of withstanding 1001b uplift at laib(s)15 except Qt=1b)2.103,9.130,17=129. 13.106. 11)This truss is designed in accerdanae with the 2035 International Residential Coda sections R502.11.1 and R80210.2 and referenced standard ANSVTPI 1. 12)'Semi-rigid pitchbreaks Including heels'Member and tidy model was used In the analysis and design of this tares. 13)Graphical purlin representation does not depict the size or[be wientatbn of the pur in along the fop anNor bottom chord. 14)The loading on this truss has been n Ddfied to reflect the root profile,the ridgeline Is located 11.108 from joint 1 and has a slope of 10.000 on the lett and.10.01)) on the right LOAD CASES) Standard Job Truss Tress Type Ory Py Hodgkins Residence 160411488 H02 HIP 2 1 Job Reference Ilonal age Universal Forest Products MM:1.w 0 HYg1VIaM. HSBiuPjyh2yJVOHZOY7 - -10- 5-4-0 10-4-8 11-7-8 16-8-0 22-0-0 -10- :4_9 5-0-8 1-3-0 5-0-8 -10- r= Sols-IL21 r= s a e a xx tomo m°" ro x I r= rte. rte. 13 q x an zwu emr m� mo, roe s-4-0 11-0-0 16-8-0 2z-o-0 r 5-4-0 5-8-0 5-8-0 r Mo Plate OBsots - 2:0.1.20&12 5:03-it 6:03-11 9.'0.1- 03-12 I00 -003-4 LOADING(psf) SPACING 24}0CSI. DEFL In goc) gdefi Ud PLATES GRIP MILL 462 Plate Grip DOL 1.15 TC 0.66 Vst(LL) -0.2811-12 >949 240 MT20 197/144 (Ground Smn=fi0.0) Lumber DOL 1.15 BC 0.81 Vent(TL) -0.4911-12 >536 180 TCDL 10.0 Rep Stresslno YES WB 0.33 H=(TL) 0.54 9 Ne Na BCLL 0BCDL 10.0.0 ' Ccda IRC200F✓TPI2W2 (Mablx-M) Vdnd(LL) 0.0612-13 >999 360 Weight:94 lb FT-4% LUMBFA- BRACING TOP CHORD 2x4 SPF 21 OOF 1.8E'ExcepV TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purfins,except T2:2c4 SPF No-2 2-00 oc pudins(3-660 max•):56. BOT CHORD 2c4 SPF 21 OOF 1.8E BOT CHORD Rigid ceiling direly applied or 100-0 oc bracing. WEBS 2x4 SPF No.2 NTel recommends that Stabilizers and required cross bracing W Installed dung SLIDER Lett 2x4 SPF No2246-0,Right 2x4 SPF NO-2 2-&0 truss erection in accordance with Stabilizer lnslallaficm REACTIONS. (lb(size) 2-1555N-58 (min.0.2-7),9-155.4058 (min.02-7) Max Horz2-202(LC 6) Max Uplif12--57(LC 8),9=57(LC 9) FORCES. fib)-Max ComPJMax.Tem.-All faces 250(lb)or less except when shown. TOP CHORD 2-3--905/24,3-4--34ZY115,4-22--279W 522=2628(D,523=225929.023--225928.6.24..26M,7.24--2798'0.7-8--0423/67, 8-9--9057 BOT CHORD 2-13=98/2761.12-13=9&2826,11-12-0@826,9.11.02761 WEBS 412=5721231,512-'1351,G72.d1351,7-12=572261 NOTES- 1)Wind:ASCE 7-05;90mph;TCDL-6.Ops1;BCDL-&Opsf;h.24f1:Cat II;Exp B;enclosed;MffRS(low-rise)gable end zaie and GC E toda(2)zone;cantilever left and right exposed;end vertical lett and right exposed;GC fa members and forrxa&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL-1.60 2)TCLL:ASCE 7-05;Pg-60.0 psi(ground snow);Pf=46.2 Pat(flat roof snow);Category II;Exp B;Partially Exp.;CMA,W left.11.108,Lu right-11-108 3)Unbalanced snow,loads have been considered for this design. 4)This buss has been designed for greater of mut roof five bad of 16.0 Pat or 2.00 fines fiat root load of 46.2 psi on overhangs nonconlcmrrenl with other Fe bads. 5)This truss has been designed for a 10.0 psi bottom chord live bad nXInILOnoumenl with any other live loads. 6)'This inss has been designed for a live load of 20.Opsl on the bottom chord in all areas where a rectangle 360 tall by 2-0-0 wide will ill between the bottom chord and any other members. 7)Bearing M joint(s)2,9 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designs should verify capacity of bearing surface. 8)Provide nwhantcal connection(by others)of buss to bearing pate capable of withstanding 100 lb uplift at joint(s)2,9. 9)This toss is designed in aaoldance with the 20061raemational Residential Code sections 850211.1 and R802102 and referenced standard ANSVrPI 1. 10)'Semi-dgb pitchbreaks including heels'Member end fixity model was used in the analysis and design of this teas. 11)Graphical Purim representation does not depict the size or me orientation of the pudin along the top and/or bottom chord. 12)The leading on this teas has been modified to reflect the rcof profile,the ritlgefine Is located 11-108 from Joint 1 and has a slope of 10.000 on the lett and-10.000 on 01e right LOAD CASE(S)Standard Job Truss Tnsss Type Oy PlyHodgkins Residence 160411488 Sill SCISSORS 8 1 JOD Relerence tonal Universal Forest Products Run:7.640 s Feb 22 2016 Print:7.640 s Feb 222016 Wok Industries,Inc. Thu A r 210956:172016 Page 1 ID:7gOV_gYrWSNGilUKgIOYskzOYCG-1 w5rv2uzW F85gAaNrGLG2xB5na2085JrHc22KjzOY7 11-0-0 16-2-15 22-0.0 -10 5-2-15 5-2-15 5-9-1 -10- s n 1aaoT0/ Ye Y. 6 II Y. Yui Iz to Yo r 'tlr 1, YII I .mr s z 6`IY i 4100 s-9-1 11-40 16-2-15 22-0.0 5-9-1 5-2-15 5-2-15 5-9-1 Plate Offsets X - 241! 03.1 841-20312 11.;5: 03.1 LOADING(psi) SPACING- 200 CSI. DEFL In (lac) Vdefi Ud PLATES GRIP TCLL 462 Plate Grip DOL 1.15 TC 0.69 Ven(LL) -0.2910.11 >915 240 MT20 197/144 (Ground Snov,-W.0) Lumber DOL 1.15 BC 0.79 Vert(TL) -0.5010-11 >528 180 TCDL10.0 0.0 Rep Stress lnr YES WB 0.64 Horz(M 0.57 8 Na We BC0.0 BCDL 1 ' Code IRC2005TPI2002 (Malin-M) Wnd(LL) 0.0611-12 >999 360 Weight:91 lb Fr-4% LUMBFA- BRACING- TOP GHORD2x4SPF 210OF1.8E TOPCHORD Structural wood sheathing 6recty applied or 30-12 ce punirs. BOT CHOR02x4 SPF 210OF 1.8E BOTCHORD Rigid ceiling directly applied w 1000 oc bracing. WEBS 2x4 SPF No.2 MiTekreccromance that Stabilizers and required cross bracing be installed during SLIDER Left 2x4 SPF 11,10.2 2-13-0,Right 2x4 SPF No22E0 t..rocdoninaocwdanceweh Stabihminstallation uide. REACTIONS. (Ib/size) 2.1555058 (mm.0-2-7),8=155510.5-8(min.0-2.7) Max Horz2..216(LC 6) Max UpIR2=-57(LC 8),8=-57(LC 9) FORCES (Ib)-Max.CompaMax.Ten.-All forces 250(1b)or less except when shown. TOP CHORD 2-3=886n1,3.4=-342P/124.4.21=271610,5-21=-2539112,622.-2539/33,022-2716b,6.7--3422x161,7-8=-888/0 BOT CHORD 2-12=107/2762,11-12=100-/2818,10-11.0/2818.8-10-0/2762 WEBS 611-0/2524,6-11-684/261,411=684,235 NOTES- 1) OTES1)Wind:ASCE 7-05;90mlph;TCDL.6.0psi;BCDL=6.Opsf;h-24A;Cat.II;Exp B;enclowd;MWFRS(law-rise)gable and zwle and C-C Exteri zone;cantilever let and right exposed;end vertical left and right exposed;C-C for members and farces 8 MWFRS for reactors;shown;Lumber DOL-1.60 Plate grip DOL-1.60 2)TCLL:ASCE 7-05;Pg.60.0 psf(ground smw);Pf=462 psi(flat roof all Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snov,loads have been considered for this design. 4)This truss has been designed for greater of min root live batt of 16.0 psi w 2.00 times flat root load of 46.2 Psi on overhangs nonccocurrent with other live bads. 5)This buss has been designed 1w a 10.0 psi bottom chord live bad nwxnnwrteht with any other live loads. 6)'This tmss has been designed for a rive bad of 20.0psf on the bottom chord in all anew where a rectangle 3.00 tag by 2.0-0wide win fit beMeen the bottom chord and any other members. 7)Bearing atjolnt(s)2,8 considers parallel to grain value using ANSVTPI 1 angle to grain formula. BUlding designer should verify capably of bearing surface. 8)Provide mechanical connection(by others)of buss to bearing plate capable of withstanding 100 lb uplift atjotnt(s)2,8. 9)This truss Is designed in accordance with the 2OD6 International Residential Code sections R50211.1 and 8802102 and referenced standard ANSVTPI 1. 10)'Sern id pitchbreaks inducing heels'Member end fixity model was used in the anaWs and design of this truss. LOAD CASE(S)Standard Job Truss Truss Type Ory PN Hodgkins Residence 160/11488 T01 ROOF SPECKIL 10 1 Job Reference Universal Pored Products Run:].610 a Feb S 2016 KgIO 6a0 s Feb -V7f 6 MTek ZGyR g Inc.Thu Apr 2109:56:18 obs Pepe 1 ID:7gOV�VrWSNGiIUKg10YskzOYCG-V7iD60ubHZGyRK9ZOzsVaBjai_MBtbc_VGobsAz0Y7 -.0-10-8 6-8-5 13-1-3 19-6-0 240-0 X10- 6-8-5 6-413 i 6-4-13 46-0 -' sn.-iw us o v rusOL m, e me a ma e•• mo x qct : 9 1z is m. m= us= smn me 9-10-12 19-6-0 240-0 9-10-12 9-7-4 4-6-0 Plate Offsets - 2:045 :0-4-10.2-0862-1 0-1.8 LOADING(Pd) SPACING 2-09CSI. DEFL in (Ino) VtleB L/d PLATES GRIP TCLL 462 Plate Grip DOL 1.15 TC 0.87 Ved(LL) -0.181012 >999 240 MRO 197/144 (Ground snow.60.o) 1.11012 >646 180 TCOL Lunger DOL 5 BC 0.95 Veri(R) -0.44 10.0 Rep Stress Inc, YES WB 0.45 BCLL 0.0' Wind(R) 0.09 Code IRC200117P12002 9 Ne Na BCDL 10.0 (Mertz-M) VBM(LL) 0.061012 >999 360 weight:9710 FT.4% L.IIMBER- BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2.2-0x pudins, except end verticals. BOT CHORD 274 SPF No.2 BOTCHORD Rigid wiling directly applied or 2-2-0oc bracing. WEBS 2x4 SPF No.2 WEBS 1Row at mitlpt 6-10 SLIDER Left 2x4 SPF N022-6-0 MTek recommends that Stabilizers and regwred cross bracing be lrWaAeddurirg truss section,In accordance with Stabilizer Installation REACTIONS. (lb/size) 2.1679/05-8(rdn.02-10),9-1577/058(min.02-8) Max Horz 2.215(LC 7) Max Upm2=-96(LC 8),9.-54(LO 8) FORCES. (lb)-Max.Corry./Max.Ten.-All forces 250(lb)ar less except when slxwm. TOP CHORD 2-3-IOM,34-3236/276,45=2692/195,56-24831208,517--7056/131,7-17=9161142,7-8--1393/M,8-9--1557/117 BOT CHORD 2-12-23613003,11-12--1192049,1011-1192049 WEBS 412-6491165,512 72$6-10-1485193,7-10.-321626,8.10--7/998 NOTE& 1)Wind:ASCE 7.05;90mph;TCDL=6.Opsl;BCDL.60psf;h=248;Cat.ll;Exp S;enclosed;MWFRS(low-rise)gable end zone and OC Edenor(2)zone;cantilever left and fight exposed;end vertical left and right enposM;OC for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL.1.60 2)TCLL:ASCE 7-05;Pg=60.0 pd(ground snow);%-462 Pat(bat roof show);Category Il;Ely B;Partially Exp.;CNIA 3)Unbalanced snow bads have been considered for this design. 4)This truss has been designed for greater of min root live load of 16.0 psi or 2.00 times Bat roof load of 46.2 Pat on overhangs non-conwrrent with other Me loads. 5)This truss has been designed for a 10.0 pst bottom chord live bad nonconcurrent with any other live loads. 6)'This truss has been designed tar a five load of 20.Opsf on the bottom dwnd in all areas where a rectangle 36-0 tall by 2-00 wide will 8f between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to beading plate capable of withstanding 100 ib uplift at join(s)2,9. 8)This Inas is designed in accordance with the 2006 International Residential Cade sections R50211.1 and ROO?10.2 and referenced standard ANSVN'I 1. 9)'Seml-rigid pltchbreaks including heels'Member end Ildty model was used In the analysis and design of this truss. LOAD CASE(S)Standard Job Tnss Trus Typo IXy PNHodgkhs Residence 160411488 701GE ROOFSPECVILSUPPORT 2 1 Job Reference lienal Universal Forest Producer Run:7.640s Feb M W16 Print:7.5405 Feb 22 2016 MITek industries,Oro. in Apr 21 0996:19 2016 Page 1 ID:7gQV_gYrW SNGilUKgIOYskzOYCG-_JDcKkvD2tOp3UklygNk7MGvdOvrc618kwX90aOY7 0-10- 19-6-0 24-0-0 -10- 19-6-0 4-6-0 sy..,es m, u amr a m n rmL2 +4 u re 4 se as, s e v e +s s we 4 qct x 9 yea xr a m m m m m m s +e n +e ex= 24-0-0 24-0-0 Plate Offsets(X.Y)- 2:0390-2-9 13:0-1-3 LOADING(Ps0 SPACING- 2-0-0 CSI. DER in (bc) Well Ltd PLATES GRIP MILL 462 Plate Grip DOL 1.15 TC 021 Vert(LL) -0.01 1 n4 180 1,1720 197/144 (Ground Snow-60.0) Lumber DOL 1.15 BC 0.09 Ven(TL) -0.00 1 r* 80 TCOL 10.0 0.0 Rep Strew lncr YES WB 0.20 BCDL 1Hca(TL) 0.00 16 Ne We BCLL 0.0' Code IRC2006rIPI2002 (Mabix) Weight:110 lbFT=4% LUMBFA- BRACING TOP CHORD 2x4 SPF N0.2 TOP CHORD Structural wood sheathing directly applied or 64)0 oc plurilns, except end verticals. BOT CHORD 2x4 SPF No.2 BOTCHORD Rigid ceiling directly applied or 10.0-0oc bracing. WEBS 24 SPF No.2 OTHERS 2x4 SPF No.2 SLIDER Left 2x4SPF No.21-9-8 REACTIONS AD bearings 2440. (lb)- Max Hoa 2-216(LC 7) Max Upli t All uplift 100 lb or less at joinl(s)16,18,19,21,M.23,24,25,26,Z7.17.2 Max Gray All reae60na 250 b ar less aljolM(s)16.18.26 exceptlg=303(LC 2),21-262(LC 1),22d65(LC 2),23-26%LC 1),24=261(LC 1),25-280(LC 2),27-435(LC 2),17.538(LC 3),2=313(LC 1) FORCES (Ib)-Max.CompiMax.Ten.-All form 250(lb)or less except when shown. WEBS 12-19-261+44,427=-35S8fi,1417=494/123 NOTES- 1) OTES1)Wind:ASCE 7-05;90rrph;TCDL-6.OpsL SCOL--&Ops1;h=248;Cat Il:Exp B;enclosed;MWFRS(low-rise)gape end zone and GC Extedor(2)zone;cantilever left and right exposed;end vertical left and right exposed;GC for members and forces 8 MWFRS for reactions shown;Lumber DOL-1.60 plate grip DOL=1.60 2)Truss designed for wind bads in the plane of the fuss only. For sheds exposed to wind(normal to the face),see Standard Industry Gable End DeWls as applicable,or convYt qualified building designer as per ANSVTPI 1. 3)TOLL:ASCE 7-05;Pg-60.0 psi(ground snow);Pf=46.2 psi(flat root snow);Category II;Exp B;Partially Exp.;CNIA 4)Unbalanced snow leads have been considered for this design. 5)This truss has been designed for greater of min roof live bad of 16.0 psi or 2.00 Dines Bat root load of 46.2 psi on overhangs non-concurrent with other live bads. 6)M plates are 2x4 MT20 unless olhemise indicated. 7)Gable re Wires continuous bottom chord bearing. 8)Gable studs spaced at 2-0-0 oc. 9)This truss has been designed for a 10.0 psi boUbm chord live load ncnconcument with any other live leads. 10)'This truss has been designed for a live load of ZO.Opsf on the bottom chord in all areas whore a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other rzenbers. 11)Provide mechanical connection(by others)of buss to bearing plate capable of withstanding 1001b uplift at joht(s)16,18,19,21,22,23,24,25,26,27.17,2 12)This Was is designed in accordance with the 2006International Residential Code sections R502.11.1 and RB02.10.2 and referenced standard ANSVI PI 1. 13)'Serni-dgid pibhbreas Inducing heels'Member end"nuclei was Used in the analysis and design of this buss. LOAD CASE(S) Standard Job TM-Ss Truss Type Oty Plygkins Residence 160411488 TOIGR ROOF SPECIAL GIRDER 2 27 Reference tlorW Univ nsal forest Products Run:7.640 s Feb 222016 PnM:7.640 s Feb 222016 MRek Mustries,M Thu pp 210936 W16 1 ID:7ggV_gYrWSNGilUKgIOYskzOYCG-SVn_X4wrpAXgheJxWOurtZp3zo&ILVOHzaHix2z -10- 7-0-10 13-8-5 19-6-0 24-0-0 -1 7-0-10 6-2-11 6-2-11 46-0 4m Ix r6 �mUt y> x 6 e: m. 7 n a x q m m 9 n io s m= 10-1-15 19-6-0 240-0 10-1-15 ~ 9-4-1 46-0 LOADING(psi) SPACING 3-0-0 CSI. DEFL in (fact Well Ud PLATES GRIP TCLL 462 Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.09 /1 >999 240 MT20 197/144 (Ground Snow-60.01 Lumber DOL 1.15 BC 0.52 Ven(TL) -0.1711-14 >999 18D TCD- 10.0 Rep STress I. NO WB 0.49 H=(TL) 0.04 8 We We BCLL 0.0 ' Gala IRC2006/TPI2002 (Matrix-M) Wlnd(LL) 0.03 11 >999 360 Weight:254 In FT=4% BCDL 10.0 LUMBER- BRACING- TOPCHORD 2x6 SPF Not TOPCHORD 2.0.0 oc pudins(640 max.),except end verticals BOT CHORD 2x6 SPF N0.2 (Switched item sheeted:Spacing>240). WEBS 2x4 SPF N0.2 BOT CHORD Rigid miring directly applied or l6G-0co bracing. REACTIONS. (1Nsize) 2-2519/658 (twit.62-0),8=2366/038(min.0.1-14) Max H=2-318(LC 7) Max UpTi82=-145(LC 8),"1 8) FORCES. gal-Max.CompJMax.Ten.-All forces 250(Ib)or fess except when shown. TOP CHORD 2-3.-5170'432 3-4--4158/296,45=-39641316,5.15-16WI98,6-15=-1407/214,6.72131/219,7-8--23251178 BOTCHORD 2-11--377/4757,1611-1793117,9-10=17W3117 WEBS 3-11--1201265,511=011204,5.9=2248263,59-.45984,7-9=5h1438 NOTES- 1)2-pfy trussto be conneaed logother with 10d(0.131-x3-)nails as Iotlaws: Topchordsoon edasfolo :2x6-2rowsstaggeredat690ere2x4-1rowmG.9-0x Bottom chords connected as Inflows:2x6-2 rows staggered x169-0 co Webs connected as follows:2x4-1 row at 09.0 oc. 2)All loads are considered equally applied to all piles,exmpt it noted as front(F)or back(B)face in the LOAD CASE(S)section.Pty to ply connections have been provided to cbWbAe only loads noted as(F)or(B),unless otherwise Indicated. 3)Wind:ASCE 7-05;90rtph;TCDL-6.Ops1;BCDL-&Opsf;h-24A;Cal II;Exp B;enclosed:MWFRS(low-rise)goals and zone and GC Exterior(2)zona;cantilever left and right exposed;end vertical left and right expDmd;GC for members and forces&MWFRS for reactions shown:Lumber DOL=1.60 plate 96p DOL-1.60 4)TCLL:ASCE 7-05;Pg=60.0 psi(ground snow);Pf=46.2 psi(flat roof snow;Category ll;Exp B;Partially Exp.;Ct-1.1 5)Unbalanced snow loads have been considered fa this design. 6)This truss has been designed for greater of min mot live bad of 16.0 psi a 200 times flat roof bad of 46.2 psi on overhangs nonconmrient with other We bads. 7)This truss has been designed Ion a 10.0 psi bottom chord live bad nonoonmrteM with arty otter Inde bads. 8)-This truss has been designed for a dire load of 20.0psf on the boftom chord in all areas where a rectangle 650 tall by 2-0.0 wide will Td between the bottom chord and any other mentors. 9)Provide mechanical connection(by others)of truss to bearing plate mpeble of withstanding 100 lb uplift at joint(s)8 except at-lb)2=145. 10)This truss is designed in accordance with the 2006 informations]Residential Coale sedans R502.11.1 and R80210.2 and referenced standard ANSI/TPl 1. 11)"Sem-nod Ilbhbreaks including heels'Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the otenudon of the pudin along the top anNo bottom chord. LOAD CASES) Standard REScheck Software Version 4.6.1 Compliance Certificate FILE COPY Project HODGKINS-WITT r,�„�.,,, ._ .. Energy Code: 2010 New York Energy Conservation � � O n// � I1 Location: Warren County, New York D v/ I I Construction Type: Single-family IUI, Project Type: New Construction O 2U16 Orientation: Bldg. faces 135 deg. from North APR Conditioned Floor Area: 5,220 ft2 RY Glazing Area 17% Climate zone: 6 T BUILDING&CODES Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 216 LAKE PARKWAY JOHN &CATHY HODGKINS WITr CONSTRUCTION QUEENSBURY, NY 12804 WITT CONSTRUCTION SARATOGA SPRINGS, NY 563 NORTH BROADWAY SARATOGA SPRINGS, NY 12866 518-587-4113 ;Compliance: Passes using performance alternative 226.19-1-84 RC-000188-2016 Compliance: 0.4%Better Than Code Hodgkins, Cathy & John 218 Lake Pkwy. SFD 2927 s.f., 2 FPs Envelope Assemblies Gross Area Cavity Cont. Assembly or U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1,260 50.0 0.0 0.026 33 Ceiling 2: Flat Ceiling or Scissor Truss 785 38.0 0.0 0.030 24 Ceiling 3: Cathedral Ceiling 327 38.0 0.0 0.027 9 Wall 1: Wood Frame, 16" o.c. 909 25.0 0.0 0.053 45 Orientation: Front Window 1: Wood Frame:Double Pane with Low-E 37 0.290 11 SHGC: 0.28 Orientation: Front Window 2:Wood Frame:Double Pane with Low-E 6 0.280 2 SHGC: 0.26 Orientation: Front Window 3: Wood Frame:Double Pane with Low-E 4 0.290 1 SHGC: 0.24 Orientation: Front Door 1: Solid 20 0.200 4 Orientation: Front Wall 2: Wood Frame, 16" o.c. 737 25.0 0.0 0.053 34 Orientation: Left side Window 4: Wood Frame:Double Pane with Low-E 50 0.290 14 SHGC: 0.28 Orientation: Left side Project Title: HODGKINS-WITT Report date: 03/28/16 Data filename: C:\Users\KJM2\My Plans\KJM Plans\Hodgkins\HODGKINS.rck Page 1 of 8 Gross Area Cavity Cont U-Factor UA Assembly or R-Value R-Value Per meter Window 5:Wood Frame:Double Pane with Low-E 38 0.280 11 SHGC: 0.26 - Orientation: Left side Wall 3:Wood Frame, 16"o.c. 859 25.0 0.0 0.053 30 Orientation: Back s Window 6:Wood Frame:Double Pane with Low-E 141 0.280 39 SHGC:0.26 Orientation: Back Door 2:Glass 126 0.320 40 SHGC:0.23 Orientation: Back Door 3: Glass 20 0.280 6 SHGC: 0.21 Orientation: Back Wall 4:Wood Frame, 16"o.c. 778 25.0 0.0 0.053 39 Orientation: Right side Window 7:Wood Frame:Double Pane with Low-E 9 0.290 3 SHGC:0.28 Orientation: Right side Window 8:Wood Frame:Double Pane with Low-E 24 0.290 7 SHGC:0.24 Orientation: Right side Basement Wall 1: Solid Concrete or Masonry 130 0.0 13.0 0.054 7 Orientation: Front Wall height:5.0' Depth below grade: 4.8' Insulation depth:5.0' Basement Wall 2:Wood Frame 146 25.0 0.0 0.045 7 Orientation: Front Wall height: 5.0' Depth below grade:4.8' Insulation depth: 5.0' Basement Wall 3:Wood Frame 124 25.0 0.0 0.046 6 Orientation: Left side Wall height: 7.8' Depth below grade: 5.8' Insulation depth:7.8' Basement Wall 4: Solid Concrete or Masonry 131 0.0 13.0 0.060 8 , Orientation: Left side Wall height: 5.0' Depth below grade: 3.5' Insulation depth: 5.0' - Basement Wall 5:Solid Concrete or Masonry 44 0.0 13.0 0.059 3 Orientation: Left side Wall height: 7.8' Depth below grade:4.8' Insulation depth:7.8' Basement Wall 6:Solid Concrete or Masonry 13 0.0 13.0 0.060 1 Orientation: Back Wall height: 5.0' Depth below grade: 3.5' Insulation depth:5.0' Basement Wall 7:Solid Concrete or Masonry 47 0.0 13.0 0.059 3 Orientation:Back Wall height:7.8' Depth below grade:4.8' Insulation depth:7.8' Basement Wall 8: Wood Frame 257 25.0 0.0 0.053 9 Orientation: Back Wall height: 7.8' Depth below grade: 2.8' Insulation depth: 7.8' Project Title: HODGKINS-WITT Report date: 03/28/16 Data filename: C:\Users\KJM2\My Plans\KJM Plans\Hodgkins\HODGKINS.rck Page 2 of 8 Gross Area Cavity Cont. Assembly or U-Factor U Window 9:Wood Frame:Double Pane with Low-E 96 0.280 27 ' SHGC:0.26 Orientation:Back Basement Wall 9:Wood Frame 109 25.0 0.0 0.040 3 Orientation: Back Wall height:7.8' Depth below grade: 7.8' Insulation depth: 7.8' Door 4:Solid 40 0.230 9 Orientation:Back Basement Wall 10:Wood Frame 72 25.0 0.0 0.040 3 Orientation:Right side Wall height:7.8' Depth below grade: 7.8' Insulation depth:7.8' Basement Wall 11:Wood Frame 223 25.0 0.0 0.046 10 Orientation: Right side Wall height:7.8' Depth below grade: 5.8' Insulation depth: 7.8' Basement Wall 12:Wood Frame 93 25.0 0.0 0.048 4 Orientation:Right side Wall height:5.0' Depth below grade:4.0' Insulation depth: 5.0' Mechanical Equipment .- Forced Hot Air Gas 92 AFUE Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.6.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. irhard Nolan. PE x/4/2016 Name-Tit a Signature Project I ` ' CONSTRUCTION PLANS PROVIDED BY NOLAN ENGINEERING 518-280-3190 h 'i Project Title: HODGKINS-WITT Report date: 03/28/16 Data filename: C:\Users\KJM2\My Plans\KJM Plans\Hodgkins\HODGKINS.rck Page 3 of 8 1ZREScheck Software Version 4.6.1 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. section Plans Verified Field Verlfled # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.2 Construction drawings and ❑Complies Requirement will be met. [PRI]' ;documentation sufficiently ❑Does Not d, 'demonstrates energy code compliance for the building ❑Not Observable envelope. ❑Not Applicable 103.2, jConstruction drawings and ❑Complies Requirement will be met. 403.7 (documentation sufficiently ❑Does Not [PR3]1 'demonstrates energy code (compliance for lighting and ❑Not Observable (mechanical systems.Systems ❑Not Applicable serving multiple dwelling units :must demonstrate compliance :with the commercial code. 403.6 ;Heating and cooling equipment is Heating: Heating: ❑Complies Requirement will be met. [PR2]2 ;sized per ACOA Manual S based Btu/hr Btu/hr— []Does Not J :on loads per ACCA Manual J or Cooling: Cooling: ❑Not Observable:other approved methods. Btu/hrBtu/hr— ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact Crier 2) 3 1 Low Impact(Tier 3) Project Title: HODGKINS-WIT Report date: 03/28/16 Data filename: C:\Users\KJM2\My Plans\KJM Plans\Hodgkins\HODGKINS.rck Page 4 of 8 2010 New York Foundation inspection Complies? Comments/Assumptions Ene 303.2.1 .Exposed foundation insulation ❑Complies 'Exception: Requirement is not applicable. [FO11I2 protection. ❑Does Not ❑Not Observable ❑Not Applicable 403.8 ;Snow melt controls. ❑Complies Exception: Requirement is not applicable. IF01212 ❑Does Not U ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 IHigh Impact(Tier 1) 2 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: HODGKINS-WITT Report date: 03/28/16 Data filename: C:\Users\KJM2\My Plans\KJM Plans\Hodgkins\HODGKINS.rck Page 5 of 8 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value value Complies? Comments/Assumptions & Re .ID 402.4.4 Fenestration that is not site built ❑Complies Requirement will be met. _ [FR20]1 is listed and labeled as meeting ❑Does Not 'AAMA/WDMA/CSA 101/i.S.2/A440 []Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. 402.4.5 JC-rated recessed lighting fixtures ❑Complies Requirement will be met. [FR16]2 :sealed at housing/interior finish ❑Does Not �, land labeled to indicate&It;= 2.0 ❑No[Observable j cfm leakage at 75 Pa ❑Nat Applicable 403.2.2 All joints and seams of air ducts, ❑Complies Requirement will be met. [FR13]1 air handlers,filter boxes, and ❑Does Not building cavities used as return ❑Not Observable ducts are sealed. ❑Not Applicable 403.2.3 Building cavities are not used as ❑Complies ,Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not yi ❑NOt Observable ❑Not Applicable 403.3 ;HVAC piping conveying fluids R-_ R-_ ❑Complies ;Exception: Requirement is [FR17]2 ;above 105 QF or chilled fluids ❑Does Not !not applicable. !below 55 QF are insulated to R-3. ❑Not Observable ❑Not Applicable 403.4 ;Circulating service hot water R R-_ ❑Complies Requirement will be met. [FR18]2 pipes are insulated to R-2. El Does Not �+ ❑Not Observable ❑Not Applicable 403.5 ,Automatic or gravity dampers are ❑Complies Requirement will be met. [FR19]2 ;installed on all outdoor air ❑Does Not ;intakes and exhausts. [-]Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 JHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: HODGKINS-WITT Report date: 03/28/16 Data filename: C:\Users\KJM2\My Plans\KJM Plans\Hodgkins\HODGKINS.rck Page 6 of 8 2010 New York Insulation Inspection Complies? Comments/Assumptions Energy 303.1 All installed insulation labeled or ❑Complies Requirement will be met. [IN 1312 installed R-values provided. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low impact Project Title: HODGKINS-WITI Report date: 03/28/16 Data filename: C:\Users\KJM2\My Plans\KJM Plans\Hodgkins\HODGKINS.rck Page 7 of 8 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req'ID 402.4.2, Building envelope tightness ACH 50 =_ ACH 50 =_ ❑Complies jRequirement will be met. _ 402.4.2.1 verified by blower door test result ❑Does Not [FI1711 of&lt;7 ACH at 50 Pa.This requirement may instead be met ❑Nat Observable via visual inspection,in which ❑Not Applicable case verification may need to .occur during Insulation ;Inspection. _ 403.2.2 ;Duct tightness via post- _cfm _cfm ❑Complies Exception:All ducts and air [FI411 ;construction with maximum ❑Does Not handlers are located within ;leakage of 8 cfm to outdoors,or ❑Not Observable conditioned space. 12 cfm across systems.For '.rough-in tests,verification may ❑Not Applicable 'need to occur during Framing ,Inspection,with maximum '.leakage of 6 cfm across systems and 4 cfm without air handler. 403.1.1 Programmable thermostats ❑Complies ;Requirement will be met. [Flg]z installed on forced air furnaces. ❑Does Not ❑Not Observable ; ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies Exception: Requirement is [FI10]2 on heat pumps. ❑Does Not not applicable. ❑Not Observable ❑Not Applicable 403.4 Circulating service hot water ❑Complies Requirement will be met. [FI1112 systems have automatic or ❑Does Not ;accessible manual controls. ❑Not Observable []Not Applicable 401.3 Compliance certificate posted. ❑Complies Requirement will be met. (FI7]2 ❑Does Not ❑Not Observable ❑Not Applicable - 303.3 Manufacturer manuals for ❑Complies Requirement will be met. [FI1B]3 mechanical and water heating ❑Does Not equipment have been provided. , ❑Not Observable I - []Not Applicable Additional Comments/Assumptions: 1 lHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 low Impact(Tier 3) Project Title: HODGKINS-WITT Report date: 03/28/16 Data filename: C:\Users\KJM2\My Plans\KJM Plans\Hodgkins\HODGKINS.rck Page 8 of 8 2010 New York Energy Conservation Construction Code Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 25.00 Below-Grade Wall 25.00 Floor 0.00 Ceiling / Roof 50.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.28 0.26 Door 0.32 0.23 CoolingHeating & Forced Hot Air 92 AFUE Cooling System: Water Heater: Name: Date: Comments . .r TOWN OF QUEENSBURY PLANNING BOARD \A RESOLUTION -'GRANT SITE PLAN APPROVPL FOR SITE PLAN PZ-0041-2015 SITE STATISTICS JOHN do CATHY HODGKINS Lo ( TAX MAP ID: 226.19-1-84 / PROPERTY ADDRESS: 218 LAKE PARKWAY / ZONING: WR e-I ZONING DISTRICT: WR ! o C GTHE APPLICANT HAS SUBMITTED AN APPLICATION TO THE PLANNING BOARD FOR SITE PLAN APPROVAL PURSUANT TO ARTICLE 9 OF THE TOWN ZONING ORDINANCE FOR: APPLICANT PROPOSES CONSTRUCTION OF A SINGLE FAMILY HOME OF 2,927 SQ. FT. PROJECT INCLUDES DEMOLITION OF 1,081 SQ. FT. FOOTPRINT; PROJECT WILL INCLUDE L 0 T AREA: 0. 6 2 ACRES (LOTS MERGED) NEW STORM WATER, NEW SEPTIC, NEW PLANTINGS AND GRADING ON SITE. PROJECT OCCURS WITHIN 50 FT. OF 157 SLOPES AND HARD SURFACING WITHIN 50 FT. OF Lf� Y SHORE. PROJECT INCLUDES RETAINING AN EXISTING GARAGE WHERE ONLY ONE IS sj AI LOWED AND TWO ARE PROPOSED. PURSUANT TO QhIAPTER 179-6-060 AND W ? 179-6-050 OF THE ZONING ORDINANCE WORK WITHIN 50 FT. OF 157 SLOPE AND HARD SURFACING WITHIN 50 FT. OF THE SHORELINE SHALL BE SUBJECT TO PLANNING W y 'g BOARD REVIEW AND APPROVAL. , ,n ,H w g• SETBACKS,,, PURSUANT TO RELEVANT SECTIONS OF THE TOWN OF QUEENSBURY ZONING CODE-CHARTER 179-9-080, THE PLANNING BOARD HAS DETERMINED THAT THIS PROPOSAL t SATISFIES THE REQUIREMENTS AS STATED IN THE ZONING CODE; - M SHORELINE 5 0' AS REQUIRED BY GENERAL MUNICIPAL LAW SECTION 239-M THE SITE PLAN APPLICATION WAS REFERRED TO THE WARREN COUNTY PLANNING DEPARTMENT FOR ITS t-� W i' RECOMMENDATION; H 711 J, • j CLOSED, BOARD OPENED A PUBLIC HEARING ON THE SITE PLAN APPLICATION ON 1/26/2016 AND CONTINUED THE PUBLIC HEARING TO 1/26/2016 WHEN IT WAS Q y FRONT. 30' F� THE PLANNING BOARD HAS REVIEWED THE APPLICATION MATERIALS SUBMITTED BY THE APPLICANT AND ALL COMMENTS MADE AT THE PUBLIC HEARING AND SUBMITTED IN ,,nn SIDE � 2 0' WRITING THROUGH AND INCLUDING 1/26/2016; F w N Vv LAKE (''GORGE � - THE PLANNING BOARD DETERMINES THAT THE APPLICATION COMPLIES WITH THE REVIEW CONSIDERATIONS AND STANDARDS SET FORTH IN ARTICLE 9 OF THE ZONING 0.? mi 0 = PERMEABILITY 7 5 REQUIRED 7 6. 7% PROPOSED { ORDINANCE FOR SITE PLAN APPROVAL, If tx } MOTION TO APPROVE SITE PLAN P7-0041-2015 JOHN--A_CATHY HODGKINS INTRODUCED BY PAUL SCHONEWOLF WHO MOVED FOR ITS ADOPTION, SECONDED BY DAVID J ' W DEEB: ' IMPERVIOUS AREA 6,2 9 4 SF (23. 3%) PER THE DRAFT PROVIDED BY STAFF CONDITIONED UPON THE FOLLOWING CONDITIONS: i li SITEsi, LOCATION u FLOOR AREA RATIO 22% MAX. ALLOWED - 22% PROPOSED 1)WAIVERS REQUEST GRANTED: x 00% LO`• A I �` `' 2 ADHERENCE TO THE ITEMS OUTLINED IN THE FOLLOW-UP LETTER SENT WITH THIS RESOLUTION. =` t` ` WTHE LIMITS OF CLEARING WILL CONSTITUTE A NO-CUT BUFFER ZONE, ORANGE CONSTRUCTION FENCING SHALL BE INSTALLED AROUND THESE AREAS AND ® vi WATER SUPPLY LAKE GEORGE FIELD VERIFIED BY COMMUNITY DEVELOPMENT STAFF; A !■ WIF APPLICABLE, THE SANITARY SEWER CONNECTION PLAN MUST BE SUBMITTED TO THE WASTEWATER DEPARTMENT FOR ITS REVIEW, APPROVAL, W 'A Z i PERMITTING AND INSPECTION; Y/ ! c)IF CURB CUTS ARE BEING ADDED OR CHANGED A DRIVEWAY PERMIT IS REQUIRED. A BUILDING PERMIT WILL NOT BE ISSUED UNTIL THE APPROVED DRIVEWAY PERMIT j WASTEWATER PROPOSED 0NSITE SYSTEM (4 BEDROOM) W HAS BEEN PROVIDED TO THE PLANNING OFFICE; A WIF APPLICATION WAS REFERRED TO ENGINEERING THEN ENGINEERING SIGN-OFF REQUIRED PRIOR TO SIGNATURE OF ZONING ADMINISTRATOR OF THE APPROVED PLANS; 1 S TO R M WA TE R. ONSITE OF REQUIRED, THE APPLICANT MUST SUBMIT A COPY OF THE FOLLOWING TO THE TOWN,: W _". c.THE PROJECT NOI (NOTICE OF INTENT) FOR COVERAGE UNDER THE CURRENT "NYSDEC SPDES GENERAL PERMIT FROM CONSTRUCTION ACTIVITY" PRIOR TO THE START OF ANY SITE WORK. b.THE PROJECT NOT (NOTICE OF TERMINATION) UPON COMPLETION OF THE PROJECT;' 0 N c.THE APPLICANT MUST MAINTAIN ON THEIR PROJECT SITE, FOR REVIEW BY STAFF: I L%i. THE APPROVED FINAL PLANS THAT HAVE BEEN STAMPED BY THE TOWN ZONING ADMINISTRATOR. THESE PLANS MUST INCLUDE THE PROJECT SWPPP (STORM WATER >--q I F 4' I POLLUTION PREVENTION PLAN) WHEN SUCH A PLAN WAS PREPARED AND APPROVED; '+ ii.THE PROJECT N01 AND PROOF OF COVERAGE UNDER THE CURRENT NYSDEC SPDES GENERAL PERMIT, OR AN INDIVIDUAL SPDES PERMIT ISSUED FOR THE PROJECT V IF REQUIRED. I W f)FINAL APPROVED PLANS, IN COMPLIANCE WITH THE SITE PLAN, MUST BE SUBMITTED TO THE COMMUNITY DEVELOPMENT DEPARTMENT BEFORE ANY FURTHER REVIEW BY ■ I THE ZONING ADMINISTRATOR OR BUILDING AND CODES PERSONNEL; e-i SITE `+ LOCATION MAP g)THE APPLICANT MUST MEET WITH STAFF AFTER APPROVAL AND PRIOR TO ISSUANCE OF BUILDING PERMIT AND/OR THE BEGINNING OF ANY SITE WORK; E-1 �■ } h)SUBSEQUENT ISSUANCE OF FURTHER PERMITS, INCLUDING BUILDING PERMITS IS DEPENDENT ON COMPLIANCE WITH THIS AND ALL OTHER CONDITIONS OF THIS RESOLUTION; SCALE: 1" = 2000' is i) AS-BUILT PLANS TO CERTIFY THAT THE SITE PLAN IS DEVELOPED ACCORDING TO THE APPROVED PLANS TO BE PROVIDED PRIOR TO ISSUANCE OF THE CERTIFICATE OF cq OCCUPANCY. j)RESOLUTION TO BE PLACED ON FINAL PLANS IN ITS ENTIRETY AND LEGIBLE. rO �■ Q W PROPOSED DULY ADOPTED THIS 26TH DAY OF JANUARY, 2016, BY THE FOLLOWING VOTE: a W 1 / RETAINING WALL w V L L PROJECT D E S C R I P TI 0 N. (DESIGNED BY I \\ AYES: MR. DEEB, MR. SCHONEWOLF, MS. WHITE, MR. MAGOWAN, MR. FERONE, MR. TRAVER, MR. HUNSINGER CO G_E® / OTHERS) .--I NJ Z v THE EXISTING HODGKINS PROPERTY IS AN APPROXIMATE 0.62 ACRE PARCEL NOES: NO E i DRYWELL#3 (6' I.D,) WHICH IS BISECTED BY LAKE PARKWAY. IT IS THE DESIRE OF THE OWNERS IITO ELEV �31g•2 TOP SLABF=328. -5- I I I Q � W Z 3 2" HDPE FORCE MAIN I 1250 GALLON I--I �� a' IL TEAR DOWN THE EXISTING SINGLE FAMILY RESIDENCE AND REPLACE IT WITH' A BOTTOM STONE=320.60: ITO ABSORPTION FIELD' SEPTIC TANK Z Q EXISTING TREES TO I w pq � W J J NEW RESIDENCE COMPLIANT WITH ALL SETBACK REQUIREMENTS. THE BE REMOVED ` . _ PROPOSED � REDEVELOPED PARCEL WILL INCLUDE THE NEW RESIDENCE, I RETAINING WALL Z A NEW ONSITE GUTTER TO DOWNSPOUT J!, I ANDRe �gNps I (DESIGNED BY w O WASTEWATER SYSTEM AND A WATER MANAGEMENT SYSTEM TO CONTROL TO 4" PVC (BURIED) '`i' ;' 1000 GALLON w c. NSF OTHERS) ` PUMP TANK �A' & Mlle OF TW=338.25± Q Q', W Z Z RUNOFF. THE RESIDENCE WILL HAVE AN ATTACHED GARAGE AND " SHORELINE BUFFER ;,325ho <E wAT AM I w G.4 � d' STORMWATER RU F ER BR O r _ EXISTING MATURE TREES r, "1� _ I s PI , OWA/ DRYWELL#2 (6' LD.) � w THE OWNERS PROPOSE TO RETAIN THE EXISTING DETACHED GARAGE. 1 ==,.r '" , Ir TF=337.25 W W TYPE ( rr:<; 0 I TOP SLAB=33 .751 i "� {� - ) :i<.a � I BOTTOM STONE=329.1 t - • • SILT FENCE >.•..ix,�: _•• .yq, ti Z a, a �" >. SHORELINE BUFFER. EXISTING I, `, - " PLANTING AREA.'NATIVE 1 DRYWELL 1 6' I.D. �- r ,. .2' .��I = 2 25 ( ) FORCE MAIN CARRIER PIPE rl ® O Z 3q.� # CONTRACTOR TO "MOLE" THE Z SPECIES GROUND COVER j Ct, >. 4 5 wp TF 34 �/ ''" N 8 " f p:Ep 1 TOP SLAB=341.25 UNDER LAKE PARKWAY. OPEN t- C�2 E-4 E-+ Tie W TPJ/ t E r t f CUT TRENCHING SHALL ONLY / " BOTTOM STONE=336.25± u !;; BE ALLOWED UPON TOWN ,, _ o, HIGHWAY DEPARTMENT APPROVAL --: � ,`` � 326 ' 5,�, -"+9• °' {r -�. {fj =rl . , J in y; se DEVELOPMENT NOTES &0,4 7. DISTURBANCE wD � LJ__I `0 , i .......... _ WATER SUPPLY WILL BE FRO LAKE GEORGE i. •j.:. c /,' I 6.50' Q W rr _ THE POWER SUPPLY COMES TO THE SITE OVERHEAD TO THE MAIN ( - DOOK ', ti�fr 1 11 GARAGE t 30 00 t;`\rj + �y SHUTOFF IN THE EXISTING GARAGE. SERVICE TO THE PROPOSED HOUSE 1o .. 1, f FF=343.50 t' �� S, 5 2„ I T n^ 4 tr ) e I SIL FENCE' O 1-�--I WILL BE UNDERGROUND FROM THE GARAGE. N �� Y / \ PROPOSED` !` ' � 100.0 (TYP•) i _ M 336.00' 338.00 :3; t ; I_L.J EXISTING TREES TO li, ,r : , �, Z y..7• ;r 1` DWELLING BYy 1 w z u� SITE LIGHTING WILL BE TYPICAL RESIDENTIAL LIGHTING WITH BUILDING , ; BE REMOVED I FF=337.00 ---- ; SANDS W O ° zZ j :. • N q E-I o 3 W N FLOOD LIGHT FOR THE o r .:: .. 1 :°... ._. - :l F OF Q'i H U- MOUNTED FIXTURES AT DOOR ENTRIES, A _._ _ ; :,� .. I VC o ..N: J vyl& To L N RE � U� o �� E R DRIVEWAY AREA AND A POST LIGHT FOR WALKWAY AREAS ® qST o wE<< <oox lA a ' 335 `G 9 R wAT Q a c Q LK a s ,, GUTTER TO DOWNSPOUT \ ,9 0 L G E 2 w SHORELINE BUFFER ..►� t / ":,r ,'''?;, Y .<, 1 q p GRE- SV . i h N : 1,.,._; .. :-.. 340• . , _ ... ER Pp o - 3 .� EXISTING TREES AND N M ; 1 DE _ - ff rnz _ o I TO 4 PVC BURIED TO n `t:; ..:. 1 RAIN GARDEN DISCHARGE q RD NAN A m > m z SHRUBS J ! CtC 7°0 W 7 T Q ` z l �.1 4" INV=334.5± PRO/o FJ u=i ` USED \ . : • > �., M �W l' WAS 00 '; T lPF +� N� co o Ys • • P#4 1 t R EM . r. 335. SILT FENCE ( ) vFX34.00 N / I I N t BLEND PROPOSED WALKWAYS TP •, f ae• WITH EXISTING WALKWAY RAIN GARDEN #2 ` ` ` "�` ` OWNER TO SPECIFY MATERIALS 7/ AREA=330 SF r, GAL `;/,` AND FINISHES / r ' RETAINING L PROPOSED ,I J WITH RAILING ON BOTTOM POND=327.00 'r�... E OP � � PATIO AREA , /:' 338. gREq. O f T BOTTOM STONE=325.50 1 T: , ,1 o OF O l w N 4,58, 339. ,E o,q38 Qq �� _ �: rP Pr 2 9 O a LOWEST ADJACENT / 3 a°peo. X43 '; -39 pC est N = GRADE POINT=335.5 RAIN GARDEN #1 f j 1. a I co APPROXIMATE LIMITS / AREA=330_SF '�r� : r l / ROANDS N l ' tryW o BOTTOM POND-334.0 l /�A /F Z OF DISTURBANCE - 1 S LD OF - BOTTOM O o BOTTOM STONE=332.50 �' 1 l ' EASONAt SEDDtj/ / 1�1C 0 3 \S0 WATER vPPL yP L N ; � W a PROPOSED STEPS WITH .�'� `, �- � S A (O W RAILING WHERE DROPS SECOND GARAGE o ' N t GREATER THEN 30" EXIST `�' • APPROXIMATE LOCATION OF i r o �A 3 , 1 100.0 ABSORPTION BED SYSTEM a ND J` ; 19'x44'. 3 LATERALS EACH eEVERC NIP OF I ! l NAIL BM N�4•�43 w 42 LF-TOTAL 126 LF PROJECT AREA w KE wAT A4. SVP°�D O� )' ELE SITE pI !' 1' TAX PARCEL: py ) NE 226.19-1-84 1 349.04 IPF TOWN OF QUEENSBURY NOTE: NO WATER SUPPLY WELLS EXIST WITHIN 100 FT \� OF PROPOSE ABSORPTION FIELD �--J J GRAPHIC S ALE O J N z Q w � 20 15 10 5 0 20 40 80 �J( 1 II r n //1 W Y TAX PARCEL MAP 1 i til(;I.-I l C)(IN _�20 � _ F_i, r SCALE: 1" _ 200' \, a I 4,. _ 1 i I 100 LO 0 a t - I z > r F� 0 z z LAKE GEORGEZ z .J � P� J h W > " SIVE LOCATION _ _ H Cl w Z J W o OC N oc a SITE4 LOCATION MAP o tq Z Z z \ C wn 11 SCALE: 1' = 2000' / w \\ o y a SOILS ANALYSIS — TEST PIT DATA LA \ w W \ ® W NOVEMBER 12, 2015 � � & Q PARCEL DESCRIPTION: THIS ASSEMBLY POINT PROPERTY IS BISECTED BY L KE GE PARKWAY AND IT IS PROPOSED TO LOCATE THE WASTEWATER ABSORPTION FIELD ON ELEV , �G \ w a 0 c E AREA OF THE PROPOSED ��319 I Q � '—'• E" P Z THE EASTERN PARCEL. TEST PITS WERE EXCAVATED IN THE •�3 � WASTEWATER SYSTEM AND LOGGED BY DENNIS MACELROY, PE. THE SOIL LOGS OF Z J J THESE EXCAVATIONS ARE AS FOLLOWS: '�P" W CH 20 FT. EXISTING I q�/Q CgND W O TEST PIT #1 — WASTEWATER FIELD AREA — NORTH PITO PUMP PIT I RAW &ISN/F OF Q w Z Z �p q R/ Z 0 — 12 FOREST DUFF ORGANIC MATERIAL 32 ipF I KE wgTERgsup,.p ieR° W p., �' W r 12 — 32 LOAMY SAND TO FINE SAND, ROOTS AS I � wN �+ w W W 32 — 72 SANDY SILT TO SILTY CLAY, FIRM IN PLACE — FIRMER WITH. DEPTH 30Lu . M / I ABSORPTION EXISTING AREAAl o a ' Z E goy o Z NO LEDGE, NO OBSERVATION OR INDICATION OF GROUND WATER I Ce0,R z 0 fir Pl"e / S7 �; 340 34,5 co Q �y Z �E E �e S 2 W° fD 34 a G�2 F, E-1 W li W Mq MAP 8 » O TEST PIT #2 WASTEWATER FIELD AREA — SOUTH PIT � 2 0 — 12" FOREST DUFF ORGANIC MATERIAL gay /0; / 12 32'; FINE SAND TO SANDY SILT, ROOTS 32 — 70 SILT TO SILTY CLAY, FIRM IN PLACE — FIRMER WITH DEPTH MAPE l / 348 BOA r HoUS f WOOD \PF \ W w NO OBSERVATION OR INDICATION OF GROUND WATER ; E / 3 ,6 S0 34 7 o N � / T�P I �—I Q \ N 71N 8 �— r Dock / S7 ~ 34� O PERCOLATION TEST DATA 458 , E—+ NOVEMBER 28, 2015 y w°�DSTORY o�' l + 10 � v a N0USE FR �� I 00 �q w Q o PERC TESTS WERE CONDUCTED IN THE AREA OF THE PROPOSED WASTEWATER - l � MASE F I DAVIOQS N/F = x z 3 0, o'- N ABSORPTION FIELD AND LOGGED BY DENNIS MACELROY, PE. RESULTS WERE( AS o ��rr, FF_ °F P" CJ 336.14` f/ 03� _ — EqS gREq w w1& V1�TOR1q W O 0 o w U o FOLLOWS: a / �l 9A ,R�" Rue i` 9,988 F ROAD GREq wgTERx co < ow <? z N A/770 P rio R��S T` 3 0.23 Sq ft. F T ER TH SDppC y ° � �Z Q PT#1 — ADJACENT TO TP#1 — STABILIZED RATE --- 28 MIN. PER INCH ,� ��/ ^ f ',_._ o � acres w ROM p AN 100 qT w m WZ PT#2 — ADJACENT TO TP#2 — STABILIZED RATE --- 50 10 MIN. PER INCH C"ER r "� W gSTwgT R°p°SED �� �� z rP#¢ WAL ^II o F �R srsTE o ;7 N ADDITIONAL TEST PITS WERE EXCAVATED AROUND THE AREA OF THE PROPOSED sPU�E Ge D67 N \ RESIDENCE FOR THE PURPOSE OF FUTURE STORMWATER MANAGEMENT. RESULTS WERE rE / Mk Z AS FOLLOWS: "E l s rP#5 rP114(} T� TEST PIT ##3 NORTHWEST AREA OF LAKESIDE PARCEL 2p 325 / E RE c`" aPr#' 0 3 330 / 15 84, 1 7 T OFR �� w00 0 0 0 — 8" ORGANIC MATERIAL, LOAMY TOPSOIL / w N74 8' 3g OA �Q I PrED co 8 — 60 LOAMY SAND TO FINE SAND — FIRM WITH DEPTH / OD —�4 9.ft TP 2 Q o ^` 333 f N NO OBSERVATION OR INDICATION OF GROUND WATER OR LEDGE of i40 "� RLNNDS N/F CO I ( SEgs Nq SEGO�F l �� TEST PIT #4 — SOUTHWEST AREA OF LAKESIDE PARCEL �� / '47 16 s0, �' WATER MUN1 /Iic °' 0 — 8" LOAMY TOPSOIL , ORGANIC MATERIAL Stipp Y1PgC N / 1 8 — 28" LOAMY SAND TO FINE SAND _ ' 28 — 54" FINE SAND TO SANDY SILTLd �qNO 345 N 1pp0 NO LEDGE, NO OBSERVATION OR INDICATION OF GROUND WATER gKER�Y M SF °F ! NAIL v 74� 3 W wq TER SveO�D o ' EL WHITE P �8" pp 1 TEST PIT #5 — BELOW GARAGE Y 349 iPF 0 — 6" LOAMY TOPSOIL � 1 6 — 48" FINE SAND — FIRM WITH DEPTH �4g NO LEDGE, NO OBSERVATION OR INDICATION OF GROUND WATER y \ n GRAPHIC S ALE 0 MAP REFERENCE Lj N Z J N BASE INFORMATION "MAP OF TOPOGRAPHICAL SURVEY MADE FOR JOHN Q II I j HODGKINS", AS PREPARED BY VAN DUSEN & STEVES LAND SURVEYORS, 2� 15 10 0 24 40 80 U V) W DATED OCTOBER 19, 2015 (IN � T; _