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RC-0147-2021 Office Use Only y MANUFACTURED HOME Permit#: blAq '2©Zl PERMIT APPLICATION �22 Permit Fee:$ Town of Queensbury 742 Bay Road,Queensbury,NY 12804 Rec Fee:$ VAIN P:518-761-8256 www.aueensbury.net Invoice#: Project Location: ( AE) Tax Map ID#: Name of Park: 1�1��2N�7�u'RT U,�l/l�'� Propose a o tJ D Vnn CONTACT INFORMATION: BAR 2 3 20,2y TOWN OF OUEENSBURY • Applicant: I BUILDING&CODES Name(s): Mailing Address, C/S/Z: D 'TC1 AN e Dba ' 2. 1 Cell Phone: c S)S� ) S '1 D Land Line: Email: fl • Primary Owner(s): Name(s): r�►\'� Mailing Address, C/S/Z: Cell Phone: Land Line: Email: • Contractor(s): Business Name: Contact Name(s): Mailing Address, C/S/Z: Cell Phone: Land Line: �) Email: Contact Person for Building & Code Compliance: 5tc� Cell Phone:. Land Line: �) Email: Town of Queensbury Building&Code Enforcement Manufactured Home Application Revised May 2017 V MANUFACTURED HOME INFORMATION: (INFORMATION FOUND ON THE PLATE OR STICKER LOCATED IN THE HOME): Insignia serial #: "` v kA OQALOAAL Name of Manufacturer: Place.approval#: RR Model or component designation (New Home Only):�D-563 �-1ae_->k Date of manufacture: 1101E) ADDITIONAL INFORMATION: 1. Approximate Value of ome:$ 6 2. Is the home NEW or a REPLACEMENT ? 3. Single-wide or Double-wide �; Size: +ft.XJr 4. Foundation support choose one): Size Depth Piers: Slab: 2,0-57& (_ f l 5. Is the home being placed on a private lot? No V Yes (if yes,you must provide stamped engineered drawings of the permanent foundation plan) 6. Total#of rooms (exclude bathro ms): 4 #of bedrooms: i ;#of bathrooms: 7. Additional heat source? No Yes Choose one, if yes: gas fp_ woodstove_ wood fp 8. Are there any other/existing buildings on the property? No✓ Yes ; Explain: 9. What is the water source? PUBLIC PRIVATE WELL 10. Is the parcel on SEWER or a PRIVATE SEPTIC system? 11. Do you need a septic permit application? No V Yes DECLARATION: I swear that,to the best of my knowledge and belief,the statements contained in this application,together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises;and,that all provisions of the NYS Building Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be completed with I have read and agree to the above: PRINT NAME: S� V\& 0'�)' SIGNATURE: 5— a SATE: -Z? Town of Queensbury Building&Code Enforcement Manufactured Home Application Revised May 2017 A A U vr..-_—..-..-.._..—.-..-._—.-..-_ II ill I E PIERANDTIE DOWN PER I I 1 6'SLAB WITH 2000 px/MIN.SOIL u0• ! j PEMETER SKIRTING INSULATION. j E INSTALLMANUALREF, I I SLABWRH 1000 p f MIN.SOIL,W44 CRAWLSPACEAREAMUSTBE BARS@ 24'D.C.BOTH WAYS t I CCNSIDERED SEMI-CCNDITIONED G WIIHMILER4 VERTICAL INSULATION ff _ l_L..L_.__.__.._.._.—.___.__.___.__.__.._.—.—..—_.--_—..__.—.l PERTABLER4B3ER MINSU3. .__._.._..—.___._..—_—. S . D O j INONBTRUCTURALI �_ _._ _..__ PRE CASTANCHORWITH LOAD SURFACE DRAINAGE DIVERTED PER I i 1 " _ 1 \ CAPACITY OF 3150tl WORKING LOAD PER I L� n"$ � I MANUFACTURER INSTRUCRONS. BBE IRO 6NIN4FIR5T 10'.PE AWAY FROM /•r')?)- 'xii ^.T7L,I r>":�y'Y`� .� ^;"� I;.^\�r� '\ I /' u' :• = i r' { VERTICAL AND HORIZONTALINSUlATION r•.., ( NECESSARY) () IF NEGES PERTABLE RNsu D ATTACHED ASREFERENCE(SEE PAGES) rci 'C�w]=..�'--ri-riY __�'�-=1ea%::L):,'-�r.1�=- _:�i..=A:.i'•Y:i.5.:-�-. .v:"-.:=::r•_:-i^'. r.,: _r..; _-y....,- _ \ . - - -- - .i. •`i?-.'if;'.`^=:i-;•:�^"-r -r%.�,:>';i •�!:5=;-�:4ii::i%"'7��-,F.+,��:;•. Tr- __ri._ Ik __ _ ar I- --II - - ,-III- I 1 -i-4, ._4I i. - - - - - '- '11i141i=i11 1111�- - —•1'i --- --II--Ili= ii11i i)==-♦ - =11 F= ' I _ IL: i_t„411i p1d _ It .I.=JIi= I i rl --I --II-- •--1•-•111•-1 I._ __ _:i'ii -t'1 i_ -i'i11T!.,T�_ .:r,,.--, - 1-=.II��T,IIi ji1, I''JL _.,.)L,_ •--,II-'�111:=rii�:lLYi�!�;i')tCiilLL'!1j.T']tt-:111:T�'9,111jT;ij n_.Ir iii• i" _- •:T•1-T;!LLTj Y' r-jl•r; AS NECESSARY-PROVIDE ABNIMUAt fi'WELL RECOMMEND VAPOR BARRIER COMPACTED-WELL DRAINED GRANULAR (6.0)CR AS RECTO PER LOCAL UNDISTUPBED.WELL-DRAINED FILL BELOW SLAB.GRADE 70DAYUGHT CODE SOIL ISEENOTES) (SHOWN ON RIGHT)PER SITE TOPOGRAPHY. SECTION A = pp'� SHOWN ONLEFT OR PROVIDE WATERTABLE NOTES" NOTE NOTE REQUIRED WITH COARSE SOIL TYPES;GW.GP.SW,SP,GM, PROTECT INSULATION 12•FROM GRADE AND AND S AND M MORE THAN 24•HORIZONTALLYFROM PROVIDE FLASHING FOUNDATION PER R4033.2 IF REQUIRED 1. REFERENCE CHAMPION INSTALLATION MANUAL FOR PIERITIE LOCATIONS PERR703A Q (2)1.14 BARS CONTINUOUS AROUND THE PERIMETER GRADE TO ENSURE SURFACE DRAINAGE 2. SITE GRADE FOR POSITIVE DRAINAGE AWAY FROM STRUCTURE. A 6 MIL POLYETHYLENE PERR4013,SLOPE AWAY FROM VAPOR BARRIER UNDER 3'MIN COVER BLDD.6'INFIRSTIO'.OR PROVIDE SLAB IS RECOMMENDED. D ALTERNATE DRAINAGE AS NOTED BELOW 3. PROVIDE AN 18"x24'MINIMUM CRAWL SPACE ACCESS IN SWRTING. ,,, PROVIDE ALTERNATE DRAINAGE SYSTEM AS, e'•..'•,• -'ll-,--tl:Tl NECESSARY WHEN PROPER SURFACE _ ORAINAGEUFINALGRADE CANNOT BE 4, CRAWL SPACE CLEARANCE TO BE 32'MAXIMUM BELOW BOTTOM OF FLOOR JOISTS TO SLAB 12"MINIMUM FROM `>+;%�•= >+':, '" i�lli i,I !?;;:I ESTABLISHED(OTHERTHAN GROUP I SOILS). ( € t'•.,, • _ !-E r-- (MAYBE SUBJECTTO LANJAPPROVAL) BOTTOM OF MAIN BEAM). %�'."�:�:+n7'-" ___ ___ -=n LiiT-1' IJa:---• ==;111,-==1•�.I-_;s•I�: ,.;.. �III�-fI��flll�'--'=i_-3;1=�'�I_il�(1'-�(I'�I(=� 5. REMOVE ALL TOPSOIL AND VEGETATION FROM SITE. DESIGN BASED ON ALLOWABLE SOIL BEARING AS NOTED. �_-"I i==-•?:<%. ';;,11--iL1Y_Lli -iii=-_`%ir,i ,= i=-I T i 6. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS WITH COLD WEATHER EXPOSURE RATED -111 I;; ;;I _, �TTV '=1 _ -_ii—iu;-;i_i;T;11L=-1! --_- MIX PARAMETERS. STEEL REINFORCEMENT CAN BE REPLACED WITH FIBER REINFORCEMENT(FRC)WITH ACONCRETE =mil===___ I COMPRESSIVE STRENGTH OF 3500 PSI.IF USING FRC USE 94 BARS @ 18"D.C.BOTH WAYS EXTENDING 24"ALL ----=TV-- '-------=----=----=-' =----=--- _= -ti ' T r' r-_-_-Al__-__ DIRECTIONS AROUND PIERS EXCEEDING 12000 LB.REACTION REF.HOME LOADING 'R-Ir i:-.;ii1;- ii:;r_ii:V=771iiiviii';'_; ,ail--,i% ( N). I' i=__I I i__'I WETl-0RAINEOICOMPACTEO'i~__- -__--__ _:, 7. ALL INSULATION FOR USE IN BELOW GRADE FROST PROTECTION SHALL BE LABELLED IN COMPLIANCE WITH ASTM CPROVIDEMINIOMPACTED GIRANB'WELLU FILL T;(l- l --1 j SOIL PER NOTES - '1=): i _)1- . ! I__ -TTI_TTT iTi==TTTlllrl r=_liTi=_Si,i2_=,� 'T„_j'T!—_I '=T-T-1ii-�i,T__-TTTj C578.INSULATION REQUIREMENTS CAN BE MODIFIED OR DEEMED NOT REQUIRED WHEN CONSTRUCTED ON AREAS BELOW THICKENED sLAe. _____'I I--=11 f==-' '-''- - ---' ' I-J I1i:11 f;;_Jr---I I-1 I' NOT SUSCEPTIBLE TO FROST. CLASSIFICATION ON FROST SUSCEPTIBILITY AND MODIFICATIONS TO INSULATION 1, r-11�__!;I.rl!'i7Tii�rr`I ltTa 1 *I�ITTiliirrri„=;;';� 1 �'r REQUIREMENTS MUST BE DETERMINED BY A GEO•TECHNICAL ENGINEER FAMILIAR WITH SITE CONDITIONS. - ENLARGED DETAIL 4'MIN.OF SCREENED AND WASHED B. ALTERNATE LATERAL SUPPORT SYSTEMS UTILIZING LATERAL CROSS BRACING STRUTS ARE PERMITTED. FOLLOW C GRAVELOR CRUSHED STONE BELOW I S MANUFACTURER INSTRUCTIONS FOR INSTALLATION. HORIZONTAL ULAMON(IFREOD)PERFIG.R403.3(p D DAPIA SEAL ENGINEER SEA MODIFICATIONS TITLE: INSTALLATION DRAWINGNO. REV A. UPDATE CODE REFERENCES 3.23.17 FROST FREE SLAB DESIGN REVS, UPDATED NOTE4. 11-5-18 (PER NEW YORK AND IN02.01.02D REV C. UPDATED VERTICAL INSULATION NOTE. OS-0B-1B *CO �<<Ci .J,� * REVD. UPDATED CODE REFERENCES 08-26-20 QD NORTHEAST REGION IRC) SHEET:#�2 DRAWN BY: CHB I DATE 08/16115 NO SCALE 2 OF 3 cc CALC.INDEX NO.: ,g. u Conforms It Cn = Sr - ,,no MHCSS 2 9/4/20 096892 �1i�0 A • • PROPRIETARY AND CONFIDENTIAL F� 10 THESE DRAWINGS AND SPECIFICATIONS ARE ORIGINAL,PROPRIETARY MANUFACTURED BEAUTIFU LLYB' AND CONFIDENTIAL MATERIALS OF CHAMPION HOME BUILDERS,INC. 755 W.BIG BEAVER ROAD,WE 1000 TROY,MI 48M 08/26/2020 COPYRIGHT 0 2020 BY CHAMPION I PHONE:248-614.8200 TOWN OF QUEENSBURY BUILDING DEPARTMENT D E fr Based on our limited'examination,compliance `Y E with our comments shall not be construed as indicating the plans and specifications are in full compliance with the Building Codes of EAR 2 5 2021 New York State. TOWN OF QUEENSBURY 308.E-1-61 RC-0147-2021 BUILDING&CODES I Queensbury Village/Sam Wahnon I Ii TOWN ®F QUEENSBURY �QPetrie Ln BUILDING & CODES DEPT. New Manufactured Home 1200 s.f. Reviewed S : e4o� ate• CVemp 122-0I--2dE03-PON-1B t�-DemS yG ni-Suk-11-Z0.20Q w9.3/16R021 1243d MD 1.PDFyc INCITE:ALL DROPS SUBJECT TO CHANGE UPON COMPLETION OF PRODUCTION PRINTS TYPICAL PIER PRINT DESIGNCRITERM ONE INCH MAY NEEDTO BEADDEDTO THEWIDTH 1.THIS PRINT RAS BEEN DER NEDFROM DAPIA APPROVEDDESIGNS OF THIS HOUSE UPON THE USE OF OPTIONAL FOR REVIEW ONLY 2.REFER TO THE APPROVED INSTALLATION MANUAL FOR THE FOLLOWING: O.S.B.SHEATHING ON THE MATEWALL. A.SITE PREPARATION '. MANUFACTURER DISCLAIMER NOTICE B.SOIL BEARING CAPACITY PLEASE READ AND UNDERSTAND THE__NG INFORMATION C.FOOTING DESIGN AND SUING SITEDETAIIs ITO BE COMPLETED Br THE INSTAIU:RI CHAMPION HOME BUILDERS,DOES NOT PERFORM ANY SITE WORK FOR HOMES D.PIER CONSTRUCTION sOR SEMwc wAcltt. ITWILL BE THE RESPONSIBILITY OF THE DEALER/SITE CONTRACTOR TO INSURE E.ANCHORING THATALLSITE WORKWILLCORRELATEVOTH THE UNIT ORDERED. 3.THIS PIER SUPPORT DESIGN HAS BEEN CREATED SPECIFICALLY FOR THIS SERIAL NUMBER FOOTING SRE. ALL DIMENSIONS SHALL BE VERIFIED BEFORE CONSTRUCTION. 4.PIERS ARE REQUIRED AT BOTH SIDES OF EXTERIOR DOORS IN LOAD BEARING SIDEWWALLS, NOTICE TO ALL HOME INSTALLERS;MANUFACTURED HOMES WEIGH SEVERAL PIERS ARE NOT REWIRED IN NON LOAD BEARING ENDWALLS).-PIER SUPPORTALTERNATE• FOOIIW SPAaNO: TONS.DD NOT ATTEMPT TO INSTALL HOME ON SITE WITH OUT HAVING DAPIA PAGE FLOLOB.01(MAY ONLY BE USED ON DOORS LESS THAN 4W WIOE). (COMPLETE I—IF-FEREw BHON'T FROM F1) EXPERIENCE,KNOWLEDGE AND U NDERSTANDING OF ALL INSTALLATION 5.BLOCKING IS ALSO REQUIRED AT BOTH SIDES OF OPENINGS dB°OR LARGER IN LOAD B EARING REQUIREMENTS.FAILURE TO MEET THESE REQUIREMENTS MAY RESULT IN SIDEWALLS OR MATE WALLS. SERIOUS INJURY OR DEATH TO AN INEXPERIENCED INSTALLER.PLEASE READ __ MARRIAGELWE RER LOADS AND UNDERSTANDTHE SET-UP AND INSTALLATION MANUALS SUPPLIEDWITH I FRAME SUPPORT ■ POINT LOAD SUPPORT THIS HOME BEFORE ATTEMPTING INSTALLATION OF ANY MANUFACTURED HOME G O SHELLY 11-20-20 GLENS FALLS-STOCK EXTER OR DOOR LOCATION REV.3-16-21 39'-2' 22-0 1/S• WATERINLET EPB r / _____________________ ____----------------- _---------------- ____ Ir ( ry W ry I-BEAM ° P......�,.,.�.,c•DNN DROP I � APPROX. 2a'-B• 1D•�• � I e � B• __T [-BEAM _ o I i I _ T—_T i___i T___T .___T • U I-BEAM I i r a 24'-7 1/8 ' I I 0? � S I a I � I-BEAM i l I I I i I g _____________________________------______________ _____—______________________ 2' 6' 6' 8' 8' 8' 8' e• 56, NOTICE. • ANCHORING OF MOBILffgbME 122-07-B-24803 FOUNDATION PR-101 MANUFACTURED BFAl1TIFULLY• FRA E.IS REQUIRED PER P`�" 07 DPAMn m: mawFr�raxocw/HDFuTIu E: I RMURERS GaRDINSFOT aO'FRNw FlIENIwFlnaTaa SOLE:5/S2'•DI'd GRADE SURFACE DESIGN DATA: TOWARDS THE SWALE DESIGN FLOW=700 GPD FOR TWO UNITS W/THREE BEDROOMS EACH (6 SR TOTAL) N&tTANDARD FIXTURES, (1.6 GPF&3 GPM MAX.) AN ELGIN SYSTEM IS PROPOSED AS A SUBSTITUTION TO PREVIOUSLY APPROVED SEEPAGE PITS 1-5 MINUTE PERCOLATION RATE W/APP RATE OF 1.7 G/SF o (28) 843 ELGIN MATS REQ'D, (4) ROWS OF 7 8 OUTLET DBOX W/SPEED LEVELERS 1750 GALL DC TANK 1 0 x 28 17 co o o ` o 10' MIN V d o 136" 13'-6" LOTS ORIGINALLY AF CALCULATE ADD(f101 AND SIZE SHALLOW 2 BR DOUBLE o CONSTRUCT SWALE RAIN INTENSITY, i=2 WIDE MOBILE BETWEEN DOUBLE ADDITIONAL AREA F( HOME tn WIDE HOMES,GRADE 1960 SF SURFACE TO SWALE TIME = 1 HR RUNOFF: 2"X 196C STORAGE CAPACITY Z 4�-- A W 70' TIME FOR FULL SWA cD c) c 0 H 1 FOR A 12"DEEP S 00 3 - � 12' 0) N -ion I I APPENDIX 75A SEiBA =s CD CrC I rl 28' TREATMENT AREA TO I SEP C TANK TO WATE In m I PARKINGI24'X20' I I� I RARKINGI24'X20'CL I I-;o N 3 22) I I1 i ICD Im I I I Im 55.00' SHUT OFF SHUT OFF � y Q ACCESS ROAD B _ PLAN — DOUBLE WIDE LOT SCALE 1°= 20'