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BOTH-000535-2016TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY 12804-5904 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: BOTH-000535-2016 Date Issued: Thursday, March 8, 2018 This is to certify that work requested to be done as shown by Permit Number has been completed. BOTH-000535-2016 Tax Map Number: Location: Owner: 303.20-1-66 1 PARK AVE Wilda MacKnight Applicant:Wilda MacKnight This structure may be occupied as a: Detached Garage 672 s.f. By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Planning Board or Zoning Board of Appeals. Director of Building & Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: BOTH-000535-2016 Tax Map No: 303.20-1-66 Permission is hereby granted to: Andrew MacKnight For property located at: 1 PARK AVE In the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance Tyne of Construction Owner Name: Wilda MacKnight Detached Garage $10,000.00 Owner Address: 87 MEADOW DR Total Value $10.000.00 Queensbury,NY 12804 Contractor or Builder's Name I Address Electrical Inspection Agency Andrew MacKnight 1 PARK AVE Queensbury,NY 12804 Plans&Specifications Detached Garage 672 s.f. $100.80 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,August 25,2017 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbu re the exp tion ate.) Dated at the Town of ueensbuhur ust 25,2016 SIGNED BY: (((���tit�i�jyyK�� VVVVVV for the Town of Queensbury. Director of Building&Code Enforcement Office Use Only ACCESSORY STRUCTURE APPLICATION Received DATE / a / (o Tax Map ID / / Permit No. �OS+k- �-2101 TAxMAP ID `� Permit Fee 4100-`b0q ZONING 363•A6-I-(P(ef Rev-rUg ' 1 r1Vo j IR.J l Z{O HlsroRrc St _Yes _k_/No Approvals SUBDIVISION NAME , r �,/ I Lot# 1 _ APPLICANT VI/ I I dOA An IC)IAC n IQ ADDRESS I �Jl K �VP ADDRESS SI-7 M e,-zA0 IA I J)r, PHONE PHONE ( 1 a - �S � 6 CONTRACTOR -✓�d�rell,(/> .M1 etc-Lw� Ca$TOFCONSTRUCTION(ESTIMATED): $ ADDRESS: V�f7VI ( ("tV BUILDING ADDRESS: / �-.tiA rl . PHONE: l0 1 Q CONTACT PERSON FOR BUILDING&CODES COMPLIANCE `djlcy PHONE - TYPE OF CONSTRUCTION Check all that apply Please Indicate measurements as required below Boathouse 1"floor sq.ft. 2nd floor sq.ft. Total sq.ft. Height Boathouse with Sundeck Deck Detached Garage(#of cars Q-) -1 2 (o -7 a Dock Pole Bam Porch-open •'Porch-3 season,Covered,Enclosed Shed Other Accessory Structure(s) ••Considered floor area&must comply with FAR(floor area ratio)requirements if located in the WR zone DECLARATION•. I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application,plans and supporting materials are a true&complete statement description of the work proposed,that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances; and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that 11we 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: /- f�AA01-c k/A I qh�L Date: / Signature: U� C�t r a G C V Date: / 1 Town of Queensbury Building&Codes Accessory Structure Application July 2014 INSPECTION WORKSHEET (001516-2018) Town of Queensbury - Building and Codes - Fire Marshal 742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal Case Number:BOTH-000535-2016Case Module:Permit Inspection Date:03/07/2018Inspection Status:Passed Inspector:John O'BrienInspection Type:Accessory Structure Final Job Address:1 PARK AVEParcel Number:303.20-1-66 Queensbury, NY 12804 Contact TypeCompany NameName ApplicantMacKnight, Wilda ContractorMacKnight, Andrew Granted PermissionMacKnight, Andrew Primary OwnerMacKnight, Wilda Checklist ItemPassedComments Building Inspector NotesNOProvide final electric inspection Call for recheck This is an expired permit, all that is needed to close this permit out is a final electric inspection. Please make contact with building department, if we do not hear from you within 2 weeks a letter will be sent out for notification of court proceedings. 3/7/18 Final Inspection Approved-Final Electrical Verified -Ok to issue Certificate of Compliance Fin Elect; Energy Saving Light Bulbs 50 PercentYES Okay To Issue CCYES3/7/18 Final Inspection Approved-Final Electrical Verified -Ok to issue Certificate of Compliance O'Brien, John (Inspector) Mar 07, 2018Page (1) j I 4 12" OSB ` 1/2" OSB ROOF SHEATHING ROOF SHEATHING dill iii!'lj ROOF TRUSS � 12 12 15 5 ROOF TRUSS RT7 TRUSS TIEDOWN j; j,,ll ljl 'I' ! ROOF TRUSS RT7 TRUSS TIEDOWN If 111'111111 I I METAL DRIP EDGE END TRUSS i METAL DRIP EDGE `Illli l'I l,i;, rr, 1X6 FASCIA 2X6 RAKE \ ---ALUMINUM FASCIA L LADDER w/ \ BLOCKING �/F CHANNEL \2X6 SUBFASCIA 3/8" PLYWOOD SOFFIT I i 5/4X3 SOFFIT NAILER ® 24" OC WALL SHEATHING VINYL SOFFIT 2X4 STUDS ® 16" OC 3/4" QUARTER ROUND \ WALL STUDS BEYOND 2X4 STUDS @ 16" OC J CHANNEL T-111 SIDING o P T I O N A DBL. 4 VINYL SIDING RADE LAD D E ^' 7/16 OSB WALL SHEATHING F A M I N G DETAIL - -- / EAVEDETAIL VINYL PTS EAVE DETAIL T - 111 OPTION No SCALE NO SCALE NO SCALE i v NOTE: CHECK WITH LOCAL BUILDING ! DEPARTMENT REGARDING USAGE OF ICE AND WATER SHIELD AT THE EAVES. i PRE—ENGINEERED ROOF TRUSSES NOTE: ELEVATIONS SHOWN SUGGEST DOOR ARE DESIGNED TO RESIST-ROOF LOADS OF: AND WINDOW LOCATIONS. ACTUAL LOCATIONS DETERMINED BY OWNER. j ' i ' I I I t I ► I I I R — I —I 70 PSF GROUND SNOW LOAD w/ TRUSSES 016" OC IF THE ROOF LOADING IN YOUR /�� I ► I ► I l I I I I I I I I 60 PSF GROUND SNOW LOAD w/ TRUSSES ® 24�� OC AREA DIFFERS FROM THE ABOVE 5112 � ► I ' ► ' I ' I ' I ' I ' I ' I ' ► ' I ' I I 10 PSF TOP CORD DEAD LOAD SPECIFICATIONS, PLEASE ADVISE I I I I I I I I I I I I 10 PSF BOTTOM CORD DEAD LOAD 90 MPH WIND LOAD YOUR CURTIS LUMBER SALES I I I ' I ' l i I ' f ' I ' l ' I ' I ROOFING SHINGLES I I VINYL T- 111 I I 1 1 , 1 1 1 , 1 I I PERSON IMMEDIATELY. - - OPTIONOPTION I I I I I I I I I _ -i_ ALUMINUM FASCIA �; 1X6 FASCIA j j �� —( -( 3/8 PLYWOOD SOFFIT 24' 2� 2� VINYL SOFFIT f I + l „Z" FLASHING 1 1 { I I r VINYL CORNER BOARDS � I 1X4 CORNER BOARDS i I; i I _ I I i i i f I I j ROOF NOTES ROOFING SHINGLES j 4 iz 15 FELT PAPER 5r— •-R 1/2 OSB ROOF SHEATHING !L! DBL. 4 VINYL SIDING i , T-111 SIDING �� } I I ;r, TRUSSES 0 24" OC w/ 60 PSF GROUND SNOW LOAD w OR 16 OC w/ 70 PSF GROUND SNOW LOAD 1 - ' RT7 TRUSS TIEDOWNS in METAL DRIP EDGE SOFFIT LLJ Z: 26'-0" I I I PERMANENT LATERAL TRUSS BRACING 5/4X3PSOFFIT DNAILERS NOTICE _ 0 4-- > » t ( TOP CORD — 1/2 OSB SHEATHING — — I _ — — _ I BOTTOM CORD — 2 ROlfS 2X4 CONTINUOUS .� cn R E AR ELEVATION *- — — — — -R — — — — — — — — X28 0' OPTION — — _ — — — — I 12„ AS sOM C RD — \ H 3/4" QUARTER ROUND 0 � { 30 -0 OPTION �+ WALL - SOFFIT TRIM KRAFT PAPER INSULATION "'� - - - - - - - - - - - - -- - - - - - - - - - - - - -- - - -- - - - - - - - '� MUST BE COVERED BY NUN-COMBUSTIBLE BARRIER w WALL NOTES .-, 2X4 STUDS ® 16" OC Q d RIGHT ELEVATION T-111 SIDING LL TREATED 2X4 BOTTOM PLATE 3 1/2 23'-5" 3 1/2 __ 2" BACK ,;� FOUNDATION NOTES ( i t I ✓4" FRONT t- 1/2"X12" ANCHOR BOLTS 12 I I R I I I I I I I I I I GRADE L ' SPACED A MAX. OF 72" OC AND � 5 i t I I I I I I I I I I ��� �r l I I I= I I I I I I I I I 12 IN FROM EACH END„ N to 8 CONC. WALL OVER 16 X8 LA crf DEEP CONC. FTG. REINF. to �rt CONC. SLAB OVER COMPACTED p / 6X6 W.W.M. SOIL. SLAB REINF. W O a1 , A E'l 03 I CROSS SECTION w T ® I I I OPT ION ❑i L®1 ® I I ooxer / R ED I I '�OW I r VINYL SIDING OPTION SIMILAR. SEE DETAILS ABOVENOT � s �� N ARE EN TOUNDATION PART OF PACKAGE. o MATERIALS � < _11eCO?*Y4-0C)v 2016 26 —0 I I 28'-0" OPTION � ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - _ _ - - � � x� 6 , 30 FR NT ELEVATION I * - - - - - - - - - - - - - - - - 3- - OPTION - - - t _ _ _ _ _ _ - -- - - 2 ® CAR GARAGE } / =1 -0" Approved SlDrawn By: SRF ` Scale: " ' LEFT ELEVATION 1 4 I . � Date: 5/22/06 Job No: Title: ELEVATIONS/X—SECT. 1Page: 1 Ln CURTIS LU BER C ® . , INC . j Based on our litrdted exaininarinn,BUILDING DEPARTMENT carnpliance �l.1ILDING ,�dffi Our cornrnen[s siEait rj;l ne construed as indicating the plans an¢ s� clfications are in Reviewed E3� full compliance with 'tile cuiiding Codes ci New York:;tate. Date: 1 , t 1 V-9 1/2' �� V-©/2" ® /2" " 9 -5 SECOND 11'-e 1/2- 9'-5" _ / \ - H 1 �, R H �2 14'-0" SECOND 14'-0" SECOND TOP PLATE 12'-0"1SECOND TOP PLATE 301�2LSP ATE a,_792" 1'-e" a'-7 1/2" TOP PLATE 3 i/2» 4 1 p .r ALL WALL FRAMING :-� " 3 1 2,f d+ 3 1/2 J� / VIEWED FROM VXr"ET_'I " R 1 I 2-2X8 HDR. I I 2-2X8 HDR. - 11 1/4" 16"1 TYP._ 6 3/4" 16" �r TYP. _ R ^ co 00 � Co 9�7 1/2" - , 9'-7 1/2" `c `c CC) 00t CO LEFT WALL FRONT WALL r- o 0 LI 00 G 00 co 00 w 00 n q ami n I �n ,p jC—_ ' 11 3/4" 16" TYP. 15 1/4" 16" TYP. 15 1/4f, �(` 9 1/4„ �' Y 11'-8 1/2" 13'-8 1/2" �1'-t 9 1/2" t J1'-8" V-9 1/2" NOTE: WALL FRAMING SHOWN SUGGEST DOOR AND WINDOW LOCATIONS. ACTUAL LOCATIONS DETERMINED BY OWNER. © R 8'-0" 18'-0" ® ❑ 3 1/2" ,Y k3 1/2-P f 13'-8 1/2" ! 14'-0" SECOND TOP PLATE p� 9'-5" SECOND TOP PLATE I ! 14'-0" SECOND TOP PLATE 12'-0" SECOND TOP PLATE `� )-2-2X8 &DR. 2-2X8 HDR. 3 1/2"1 3 1/2" COco CO o 2'.,8„' 2'-8” 10'._$' REAR WALL1-4 z� a \ U —.a ' 1-4 C* ��,op� CO ; RIGHT WALL -4 COCO I I \ -co I10 11 m X_m LO 9' '10 5/',I" 2'-10 3/8" 11 1/2" .__. —. _... h —. _—. I REMOVE OM TE 15 1/419 " " t 1, 1" AND SET DOOR ON / o I16 �,TYP., 15 1/4 , 16 TYP., I � TYP. 16" 15 1/4" 15 1/4", �16" � TYP. CONCRETE SLAB. 16'-0" j „ 11'-8 1/2" 13'-8 1/2" i 7 _ J c' ! NOTE: WHEN 28' OR 30' GARAGE OPTIONS ARE USED ADJUST WALL PANELS # 4, 5, 8, & 9 LENGTH ACCORDINGLY WITH MATERIAL 24,_0„ 241-011 SUPPLIED BY CURTIS LUMBER . 12'-0" 12'-0" 1' 5'-6f, 5'-61f . ! ` 5'-6" 5'-6" 1' Ir —_— - - — —— — — — — — -- — — --` .. , . i I I I r 0 REAR WALL i © `l I 8'-0" ( I I (- -- - - - - - - - - - - - - --- - - - - - -r- - - - - -�—T— f CO 0. 2830 3B I I r ~ . I - - - - - - - - - - ` - - - - - - - - - -,�� I '" ; R.O. 2'-8'X3'–o' I I /�,,� I 11-1 1 2X4 STUDS/' I I 8" CONC. ALL o // // ua I c ,-, I „ �f, ' I 2 1/2 OVER 18 XB DEEP a q/ r�/ I I I PROJECTIO T1 O�, 00 2/8 I I I z°° c I �, I cc I REINF. W/12 #4 II O DOOR & WINDOW SCHEDULE Oo �, I REBARS CONTINUOUS I �, 1 CORNER DETAIL 3B I / gj �y I 10 1 No scare I I \ I I SLAB 8X8 W.W.M. w O a UNIT R.O. WIDTH R.O. HEIGHT co ®1 I I VSH2830 2'-8" 3,_O„ !� in — m I 2/8 6/8 2'-10 3/8" 8'-10 1/2" I " ® I a - ©I I I -I I—I I—III—I 1= 9X7 OHD 9'-1 1/2" 7'-0 3/4" 1/2"X12" ANCHOR BOLT-__ __ i—I 1-111—I f I— z l ► ® I � I z i I I ` i I z l =1 I I—III—III—I 1 O I ► I �, I O 1 I I I I I �,I GRADE I—III—III—!11= a 1 0 I I o f a l � I I I I to Q I a l -III=III I I I III I� COMPACTED SOIL _ 0I al I ® �1 OI I I I I E-4 of ���IIII=III= 1E111 !�,. 1 ROOF TRUSSES ABOVE 01 O I _ O I ®1 I I I O i o I –III—III-1 o I o I O I ® 24" OC FOR 70 PSF GROUND SNOW LOAD - " I o I o ( I UNEXCAVATED W/ I I o c I o( I—III—III- 4 WNC. SLAB I I I LEFT WALL ® 16" OC FOR 85 PSF GROUND SNOW LOAD RIGHT WALL - O 1 '� I 1 ` I � w \ o �I I POURED OVER. I ,D', I I 0( � I - m .I C I I I SLAB REINF. W/ 6X6 °�� I I \ CQ; co I ( 1=1IM I I- FOUNDATION WALL1+7 I I ( W.W.M. V� ! I I o -III—III—I TA I � I .� I I 3C '+-� Q I I , I I nn In01 I I -� I ®I ( I (ca � I I ( ( FOOTING O v ® I I I I 4 I I p l'� ' 1 I I � #4 REBAR m � � � �i� �1�-•`' I I 1 16„ I I I I I I I I sR0 TocuR ovE��^ I I I I NO KCAL@ - ..1 < v 1 I I i I I FOUNDATION DETAIL 3C - -� TYP. 3-PLACES AUG 3A I I I i I I I I I I 9X7OHD i 9X7OHD t I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I rir C) zgz m F/00011011 R.O. 9'-1 1/2 X7 -0 3/4 R.O. 9,_1 1/2 X7 -0 3/4 10 1/2 , 10 1/2" — 1'-11" 9'-1 1/2" R.O. i'-11" 9'-1 1/2" R.O. 1'-il" 1'-9 1/2", 9'-4 1/2" ! 1'-899 9'-4 1/2" 1'-9 1/2" 24'-0" 2X8 TRACK HANGER24 X2 ' '20 '. 2X4 TRTD. BACK V' _ _ _ , �; STUD F SLAB `t h � /� — a �, t I 2X4 SPF BACK STUD r} 28 2X4 KING STUD € . -- — ._ 1 :, 0 H 1 „ 0 H 0", ® OH DOOR �y/ Mme' _; y+ —__ __r y —. X: - r,-c/ 2 . `AGE �i CAR R 1'-9 1/2" 9 792 1'-8" 9'-7 1/2 : 1'-9 I/2" DOOR STOP �� % �' � C ,3 _ , Scale: Approved FRONT WALL 1X8 JAMB \/�\L/P/�(\I//\�tf'/ ! :. ale: 1/4"=1'-0" Drawn By: SRF f BRICKMOULD t Date: 5/22/06 Job No: T-111 SIDING FLOOR FLAN FOUNDATION ¢PLAN Title: FLOOR, FDN. PLAN IPage: 2 OH DOOR JAMB/FRAMING DETAIL 3A i NO SCus -! -.•,:c'-"=i -,-,. - . - C U `TIS LU BER C O . , INC . i C • 9 I`