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application Office Use Only MANUFACTURED HOME Permit#: �-071�/ PERMIT APPLICATION Permit Fee:$ 2 L43. Z0 Cown of Queens ur}, A2 Bay Road,Queensbury,IVY 12804 Rec Fee:$ P:518-761-8256 www. ueensbur A E 0 E Invoice#: zZ�� CEC 13 2019 Town of QUEENSBURY BUILDING&CODES Project Location: 77 Gregwood Circe Tax Map I® #: µ Name of Park: Forest Park Proposed Date of Placement: CONTACT INFORMATION: • Applicant: Name(s):Jack Evans Mailing Address, C/S/Z: 183 Pitcher Rd, Queensbury NY, 12804 Cell Phone: ( 518 )760-2519 Land Line: (518 )745-7776 Email: forestpark@rhp-properties.com • Primary Owner(s): Name(s): Same Information above. Mailing Address, C/S/Z: Cell Phone: ( ) Land Line: ( ) Email: ❑ Check if all work will be performed by homeowner only • Contractor(s): Contact Name(s): Hunt's Home Services Contractor Trade: Dan Hunt Mailing Address, C/S/Z: 36 Brickoven Rd, Queensbury, NY 12804 Cell Phone: ( 518 )361-2931 Land Line: ( ) Email: dirtywhiteboy970@yahoo.com "List all additional contractors on the back of this form Contact Person for Building & Code Compliance: Jack Evans Cell Phone: ( 518 )760-2519 Land Line: (518 )745-7776 Email: forestpark@rhp-properties.com Manufactured Home Application Revised Febru 19 MANUFACTURED HOME INFORMATION: 41NFORMATION FOUND ON THE PLATE OR STICKER LOCATED IN THE HOME): Insignia serial #: if Name of Manufacturer: Place approval#: Model or component designation (New Home Only): Date of manufacture: ADDITIONAL INFORMATION: 1. Approximate Value of Home: $ 40,000 2. Is the home NEW X or a REPLACEMENT ❑? 3. Single-wide X or Double-wide ❑; Size: _16 ft.X 76_ft. 4. Foundation support(choose one): Size Depth X Piers: 24" 4' ❑ Slab: 5. Is the home being placed on a private lot? No_X_ Yes (if yes,you must provide stamped engineered drawings of the permanent foundation plan) 6. Total#of rooms(exclude bathrooms):_5_;#of bedrooms: 3 #of bathrooms:_2 7. Additional heat source? No X Yes❑ Choose one,if yes: gas fp ❑ woodstove ❑ wood fp ❑ 8. Are there any other/existing buildings on the property? NoX Yes ❑; Explain: Click or tap here to enter text. 9. What is the water source? PUBLIC X PRIVATE WELL ❑ 10. Is the parcel on SEWER or a PRIVATE SEPTIC system? Septic 11. Do you need a septic permit application? No X 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: &6 w+S SIGNATURE: DATE: WaI)9 ` 19 Manufactured Home Application Revised February 2019 ill CIO308.14-1-52 RC-07912019 �-, C �, Forest Park MHP L1a 77 Gregwood Cir New Manufactured Home 1216 s.f. LLJ 00 TOWN OF QUEENSBURY � NOTICE BUILDING DEPARTMENT —�P-- ANCHORING OF MOBILE HOME Base on our limited examination,compliance I with ur comments shall not be construed as � FRAME IS REQUIRED PER Indic king the plans and specifications are in MANUFACTURERS' SPECIFICATIONS 76 Or full mpliance with the Building Codes of New t(ork State. � LINO T/O REFG N --- 1 .3 MASTER 2�1 i, LIVING BEDROOM#3 BEDROOM#2 d� BEDROOM o�iurll 1 ROOM 9'-0''x T-10" auo } 8'-0'•x'14'-2" 12'-6"x 14'-2" KITCHEN 16'-7"z 14'-2" 1 LO o ® Do T ---- ° ! DINING i MODEL 122-L-27001 TOWN1 OF QU 0 OPT. 76' BOX 3BEDROOM,2 BATH BUILDING O NOMINAL SIZE:16'x so' ` FOR REVIEW ONLY ACTUAL SIZE: 15'-2"X 76'4" Reviewed TOTAL AREA:1153 SQ.FT. Y' Date i I • a,xricATlor a4arcT 122-L-27001 nF LITERATURE s"ser • L-101 OPT. 76'BOX PLAN MANUFACTURED BEAUTIFULLY' I'. —• Eruvnor srur Faaarc TAW amcorlFIosrr;w. - OAIEOiV 17 •SCALE Iff-V ME14AW 12.L-NW?04"R;F I.CURT1.Rr,n.FOR F;T OMK,LOT 7005 61: M:\ENG\SALES SPECULATION\122-L-27001-OPT 76ft-CURTIS-RHP-FOREST PARK-LOT T005-4-5-17.dwg,4/5/2017 5:05:0.3 PM,DWG To PDF.pc3 r ZG'ce�c,0eoa C�rc(C s Guv TYPICAL PIER PRINTCRI ; CU RTI S 4-5-1 11..ESIGN THIS PRINT HAS BEEN DERIVED FROM D.A P.1 A FOR REVIEW ONLY �APPROVEQ DESIGNS' ' RHP- FOREST PARK - LOT T005 2-REFER TO'THE APPROVED INSTALLATION MANUAL FOR THE FOLLOWING. A.SITE PREPARATION �^I IAg�MLS,(TOSECO?APLETEOBY1NEiN5TALLER) B.SOIL BEARING CAPACITY ^y F-^� —splJ ;G cAPAclTr C.FOOTING DESIGN AND SIZING MANUFACTURER DISCLAIMER NOTICE D.PIER CONSTRUCTION PLEASE READ AND UNDERSTAND THE FOLLOWING INFORMATION E.ANCHORING CHAMPION HOME BUILDERS,DOES NOT PERFORM ANY SITE.WORK FOR HOMES 3 THIS PIER SUPPORT DESIGN HAS BEEN SF Ep EO f� F.P)�'c}sqACING,. SPECIFICALLY FOR THIS SERIAL NUh181. (ROtiBL5TE fNLYIFDIFPERENT FROM SHONM) T WILL L THEWORK WILLCORESPONSIBILITY OF THE WITH THE UNITE CONTRACTOR TO INSURE 4.PIERS ARE REQUIRED AT BOTH SIDES,(33 � I THAT ALL SITE WORK WILL CORRELATE WITH THE UNIT ORDERED. PIER'!." ALL DIMENSIONS SHALL BE VERIFIED BEFORE CONSTRUCTION. EXTERIOR DOORS IN LOAD BEARING SIOE11JtWALL?$, ,t!11, NOTICE TO ALL HOME INSTALLERS;'MANUFACTURED HOMES WEIGH SEVERAL (PIERS ARE NOT REQUIRED IN NON LOAD'D;Am G w P • RIAGE LIrj E PIER LOADS, END F WALLS)."PIER SUPPOR BE USE ON 13 0f�q p TONS.DO NOT ATTEMPT TO INSTALL HOME ON SITE WITH OUT HAVING �= PAGE THAN 4&'1(MAY ONLY BE USED ON Dbt7 S EXPERIENCE,KNOWLEDGE AND UNDERSTANDING OF ALL INSTALLATION � ( REQUIREMENTS.FAILURE TO MEET THESE REQUIREMENTS MAY RESULT IN LESS THAN 4B""WIDEI. C. �'�- a SERIOUS INJURY OR DEATH TO AN INEXPERIENCED INSTALLER.PLEASE READ S.BLOCKING IS ALSO REQUIRED AT BOTH.SIDfSO C. t AND UNDERSTAND THE SETcUP AND INSTALLATION,MANUALS SUPPLIED WITH OPENINGS 48"OR LARGER IN LOAD BEARINwG�(!F THIS HOME BEFORE ATTEMPTING INSTALLATION OF ANY MANUFACTURED HOME SIDEWALLS OR MATE WALLS.-- "u Cl WATER INLET -C - UPPORT ■ POINT LOAD SUPPORT 51'-2 318' '*a<�t ¢v ur .:J m r: EXT OR DOOR LOCATION -- --------------------------------------------------------------------------------, 1 1 , I T 1 1 I-BEAM 1 50'-6 114" 1 i EPS 1 — DWV DROP TO BE DETERMINED _19'-9 71W Q N ' FURNACE CIL 2, 1 I F74' �66' "98 �50, �42' �_34' �26' 18 j-10, 1 I 1 1-13EAM 1 1 1 1 1 1 I 1 1 I 1 1 W 1 1 1 1 1 1 1 1 In 1 C --- --------------- ------ -------- ---_----•-- --_- -__-__-8'-----_-- •-------8'-------- -------8- ____8'---_---_ -------8-------- --------------- 2' 81 8' ' ' 8' - 2' 8' 28.-6- 25,-4" EXTERIOR DOOR LOCATION i NOTE:ALL DROPS SUBJECT TO CHANGE UPON COMPLETION OF PRODUCTION'PRINTS i ",MANUPIAED . 122-L-27001 PIER FOUNDATION OPT. 76'BOX PLANF-101UTIFULLY` co:_LATE 6+AS:7 SCALE'lqTA. 71LC44t1E:�1:70p1.aPr:GJt{L'IttISJtNPiOREbi PARKYOt T(f/..a.S17 - MAENG\SALES SPECULATION\122-L-27001-OPT 76f[-CURTIS-RHP-FOREST PARK-LOT TOGS-4-5-17.dwg,4/6/2017 10:28:25 AM,DWG To PDF.pc3 L � 5 r�ii 1 0 - q RC_07912019 i „..,,.. 308.14-152 It Vu Forest Park MHP 77 GregWood Cir New Manufactured Home i Non-Corner PROPERTIES ameedcas home HOMESITE SURVEY ��t n D l 7- Community Name: �'�` l �lC-- Site#: lam) © _7 City Set Backs: Front Yard: 904 Rear Yard (end to end): ��� 1"T Side Yard: Recommended Home Size: I 0 A � Q Are Overhead Power Lines Present? es No Considerations in Determining Home Size: Source of Home Heating-(check box): Natural Gas Q,P opane Fj Heating Oil Electricity Please provide a Drawing in the center space above that indicates the elements listed below with measurements: • Existing pad runners/ribbons or Piers• Existing driveway• Existing approach(walkway to home) • Locate sewer,water,electrical • Indicate the location of natural gas hookup,propane tank or heating oil tank,if applicable. Home � J . ,•F,a�� � Irma Total Length of Site Distance between homes (Distance from home to curb) Distance between homes DY Total feet between homes t IS:0 c -17 A. .. bM Addition, � Y .F Addition, r J. Steps Steps Width Width ram' orD p or Deck t U � OVA) of Porc .�( `fti t j �y; of Porch o A 3' o k � ,��`iL = Depth of Porch (U���"—�i Depth of Porch -j Carport ' �� „r s i� �arpor-t '`M`•' Yes or No !� a_�.a��_�, �� es ot�No x '.r r ' ` DEC 13 213�� � I x size: '' ���� 4 ` (96 Distance from jr Distance from curb to homed t f curb to home Show -cation of any overhea ower lines STREET (make measurern6nt back of curb) Maximum Building Envelope Size: Width: r ,0 Length: V�/ I l VLK ��� Date: Il�f Form Revised Name of person filling out this form: January2019 • • I - -Install Stabilizing Systems This chapter covers the design and installation of the stabilizing system which secures the home against lateral and up- ward forces caused by wind.The system covered here uses earth(or ground)anchors and steel straps connected to the home's longitudinal steel beams and/or exterior walls. Stabilizer plates shall be used to prevent the anchor head from moving laterally in the ground.An anchor,strap,and stabilizer plate together are referred to as a tie-down. Anchors can also be mounted in concrete footings when there is enough concrete mass(weight)to resist the lateral and upward forces.This type of system is not covered in this manual. STEP 1. DETERMINE'ANCHOR LOCATIONS(p.62) 0 STEP 2.. .DETERMINE TIE-DOWN CONFIGURATION'(p.67) STEP 3 SELECT ANCHORS(p.68) FILE 'CQpy STEP 4.' "INSTALL ANCHORS(p 68). STEV5. . INSTALL STRAPS(p.69) STEP.6. TIGHTEN.AND ADJUST STRAPS.(p..72) STEP 1. DETERMINE ANCHOR LOCATIONS Create a sketch of the home plan showing the exterior walls, marriage line(s)(if any) and frame I-beams this'will be similar to the base sketch created in Install Footings, page 15). Need for a stabilizing See Table 21 for a list of anchor locations,types,and where they are required.Pages system.The manufac- where the requirements are provided are noted in the last column. tured home must be se- cured against the wind As each anchor location is determined, mark it on the sketch,noting important dimen-sions such as spacing between anchors.When complete,this will be the home's tie- assembly or an alterna- tive by the use of an anchor chor down plan(Figure.70 and Figure 71). foundation system. Where site or other TABLE 21. ANCHOR LOCATION TYPES' conditions prohibit the use of the manufactur- e - •- - •-•- er's instructions,a reg- Frame Yes Yes 63 istered engineer or reg- Vertical No Yes 67 istered architect must ........._-- _ _ ... design the stabilizing Frame Yes Yes 67 system. • Vertical No No - 67 Flood and seismic forces. Frame Yes NA 67 The stabilizing system re- Verticai No NA 67 quirements in this chapter do not consider flood or • �. Vertical No At Vertical Straps 67 seismic loads and are not • Same as Single Section Home .67" intended for use in flood or Connect any factory-installed sidewall tie-down straps to a ground anchor regardless of the wind seismic hazard areas.In zone in which the home is placed. those areas retain a regis- tered engineer or registered Figure 70 and Figure 71 illustrate typical anchor locations for a double-section home architect to design the sta- in Wind Zone I and Wind Zones II and III respectively. bilizing system. PFS#02 Conforms to HUD MHCSS 2/7/18 62 Manufacturer's Installation Manual-January 2018 NAtN1AtttlLL••lAVHlVIti' 1 ' 4 Sidewall Frame r Tie-Down 1-Beam -_ ------�--------- ---------- -------f- - End Wall Tie-Downs Figure 70.Typical anchor locations for a double-section Marriage home in Wind Zone I ---0------------------------------------t,--- Line Key: �—Anchor Head q ZIStrap m— Vertical Tie- Down Standard PierArea La e o enin Long Anchordinal Figuie•71. Typical anchor Anchors ---C-------------------------------- -- Marriage locations for a double-section ___ une___ home in Wind Zones/1 prfill g r: Beam a` — —r�� --- ---t ---- ----- ---- ---- Lateral it rame . Tie-Dorm High Pier Area Stantlard PierArea Sidewag er8cal Lateral Frame Tie-Downs Tie-Down to For Beam SIDEWALL FRAME ANCHORS Use Table 22,Table 23 and Table 24 to determine the spacing between anchors for Wind Zones I,II,and 111,respectively.Spacing requirements will vary depending on the type of home(single or multi-section),the slope of the roof,the width of the floor for Maximum spacing require- each section,the sidewall height, I-beam spacing,and the height from the ground to ments.The LAHJ may have the strap attachment point.Determine the values for the home.Using the table for the anchor spacing requirements appropriate wind zone,determine the column and row that corresponds to the charac- that supersede the values pro- teristics of the home.The value on the tables is the maximum distance between an- vided in this manual. chors.Keep in mind that sidewall frame tie-downs must be located no more than two feet from each end wall and no closer than four feet to another tie-down.. Minimum spacing require- ments.The anchor manufac- turer installation instructions may have anchor spacing re- quirements that supersede the value provided in this manual. (As a rule of thumb,minimum distance between anchors equals the length of the an- chors cone influence). • PFS#°2 1 co�fo s to HUD MHCSS 2nli8 AS • ,,,ann,,.- Manufacturer's Installation Manual-January 2018 63 TABLE 22. WIND ZONE I SIDEWALL FRAME ANCHOR MAXIMUM SPACING MINIMUM ANCHOR SPACING 4'-0" Roof .. 0 degrees), Single Section Multi-Section a - • ea o :A °• 00 •° r 9'-09" 10'-11" 9"-09" •13'-05- 10'-03" 11'-08' •13'-05" •13'-O5" `10'-10" '12'-01" '13'-03" •13'-05" 11 -04' '12-04" '12-05' '12-09" 8'-10" •9'-07" 8'-10" '12'-01" �8'-11 *10'-7 04" •12'-00" 12"-01" r: •9'-06" '10'-08" '11'-11' •12'-01° `10'-11" •11'-02" •1.1-06" r 8'-00" •8'-O6" 8'-00" `10,-09" r ' to ':T,-10" '9'-02" '10'-07. •.10,=09 •8'-05" 9'-07' "10,-08" '10,-09" •8-05" 9'-10" *.10'-02' 10'-05" r 11'-07" 9'-10" 11'-07" 9'-10° 9'-04" 1 NIP-1_'s% 5 9'-04" `13'-05" '10'-03" `11'=96"= '13'-05" •13'-05" 10 09" `11'-10" •12'-09" 13,-01' 10-05" 8'-10° 10'-05" 8'-10" 8'_04" .9-06" 8'-04". .12'_01" '6-11' •10'-01° '12'-01" '12'-01° "9'-05" •10,-05" '11'-06 "11"-09". r 9'-06" 8'-00" 9'-06" 8'-00" T-07" '81-05" T-07 '11!-00. r � ` •7'-10" •8'-11" •11,-00" ill-00" •8'-03" '9'-03" •10'=-b5" '10,-08" r 12'-10' 11'-09" 12-10° 11 -09" 10,-10" 9'-06" 10'-10" 9'-06" 9'-02" T-09' 9'-02" T-09' T-10" •11'-06' T-10" '13'-05" 1T-06" 10'-07" 11'-06" 10'-07" r. 9'-09". 8'-or 9'-09" 8'-07" 8'-03" T-00" 8'-03" T-00' T-01" '10'-00" T-01' 121,01" r 10'-06" 9'-07" 10'-06" 9'-07" 3'.-10" r=os" .' 8'-10" PFS#02 r 7'—06" 6'—04" 7'—06" s'—04" 6'—05- •8'—10" 6'-05", :10,—11" Conforms to 13'-05" 13'-02" 13'-05" IT-02" HUDMHCSS 2/7/18 12'—OT 11'-04" 12-02" 11'-04" 10—08" 9—08" 10—08" 9'—08" 9'-05" 8''—04" 9'—05" 8'—04" 11'-08" 11'-10" 12'-01" 11'-10" VAL49 11'-00" 10'-02" 11'-00" 10'-02" r: 9'—07° 8'—09" 9'—07" 8'—09" PHILLIP J. .8'=05" T-o6" 8'-05" 7'-06^ 9 9'-01" 10,-09" 111-00" 10,-09" COPE-LAND 10'-00' 9'-03" 10'-00" 9'-03" r ENGINEER � r 8'-09" T-11" 8'-09" 7'-11" NO. T-08" 6'=10" T-08"' 6'`10" . A 32035 * Indicates a configuration that will require an additional strap connected °`ess;onal Efts, � to the far beam(see Figure 72). January 8,2018 • 64 Manufacturer's Installation Manual-January 2018 TABS 23. WIND ZONE II SIDEWALL FRAME ANCHOR MAXIMUM SPACING MINIMUM ANCHOR SPACING 4'-0" SectionSingle Multi-Section widthBeam Spacing Floor; Beam Spacing Beam Spacing Beam Spacing - • •• • :1 •• •• :1 •• •• • 1 '5'-04' '5'-04' 5'-04" '5'-04" '5'-'04" - 5'-04° S-04 5'-04 1 '5'-04" 5'-04" 5'- 04" 5'-04' ..5'-04 5'.-W ,5,-04" 5_p4". . ifilili •5'-04^ 5-04" ,5-04" 5-04" ' •5'-04" 5.04" 4-04" •5'-04" 12 Wide' '5'-64' '5'-04" '5'-04' '5'-04' 53- to 67- 5-04" •,V-04" •.5' 04" 5"-04° 1 '5-04° '5'-04" '5'-04" 5-04" 5'=04" 6-04­ 5' 04' 5'--04".. 5'-04" '5'-04° '5'-04" '5'-04" `5'-04. 5'-:64" '5'-04 '5'-04 • • 5'-04" '5'-04' 5'-04" 5'-04" 1 •5'-04" 5'=04" 5=04 5`,=04° '5'-04" '5'-04" 5'-04" '5'-04" 5'-04" 5-04" 5,-04. 5'=04" 1 5'-04" '5'-04' 5'-04" '5'-04" 5'-04" ' , 5-`04",' 5'-04." 14 Wide 5'-04- '5'-04" '5'-04" 5'-04" 04", 5'-64" 5;'-04. '5'-04'. • 1 '5'-04" '5'-04" 5'-04" '5'-04' 1: ' 5 - 04" 5-04" b=04" 5=04" 5-04" 5 04° 5 04" 5 04" 5-04° 5 04' S 04", 5 04° " 5'-04° 5'-04- 5'-04" 5'-04" 5'-04° 5'=04" 5-0, 5-04, '5'-04" '5'-04° '5'-04° '5'-04" 'S N 5'-04" 5!-04".. 5'.-04". 1 5-04" 5'-04° 5-04" 5'-04" 5'=04" '5',-04' 5' 5'-04" 5'-04- '8-04" '5'-04" '5'-04" 5-04"- 5 04' 5 04" 5=04 1 5-04" 5 04" 5 W 5'-04" ® .5 04" 'S 04 5 04" 5 04 PFS 5' #02 1 5 04" 5 04" 5 04" $ 04" -04'" 5'- . • 00, 5`-04". 5'=04" 4; 12'to 1 5'-.04" 5'-04" 5'-04° 5 04° Conforms to HUD MHCSS 5'=04" 5-04" 5'-04" 5 04' •1 2/7/18 5'-04" 5'-04' 5'-04' 5'-04" 5'-04" ''5'=04" 5'=04" `;5'-04' • 5 04" 5 04' 5 04" 5'-04" QF A Lq6 5 04." 5 04" 5 04 5'-04" 5'-04" 5'-04" 5'-04" pHILLIP J. 9 5'-04" 5'-04" 5'-04" . 5-04' COP LAND 1 5'-04" 5-04° 5-04" 5-04" 6RZF SgSIO1At •- 5'-04` .5'-04. 51-04" NC1NEER '5'-04" 5'-04" '5'-04" 5'-04' Jy NO. 'S'-04° •5'-04"_ 5'-04" 5'=04° 32035 A Indicates a configuration that will require the frame strap connected °�ess�o�Qi En9�o°°� to the far beam(see Figure 72). January 8,2018 i • ,•,A�;�0.�,eU�,,,•,,,. Manufacturer's Installation Manual-January 2018 65 1 - f � Emn- TABLE 24. WIND ZONE III SIDEWALL FRAME.ANCHOR MAXIMUM SPACING MAXIMUM ANCHOR SPACING 4'-0" eCti Single 8 on, Multi-Section eo o- e • • Beam Spacing 136jam. Splacing . Beam Beam Spacing o • o o :1 °• e0 •° •. t 4'•00" '4'-00" 4'•00" •4'-00" •4'-00" '.4'-00" '4'-00" •4'-00" "4'-00" •4'-00° •4'-00" -4'-00" '4'-00" •4'-00" • L 4'-00" •4'-00" 4'-00" •4'-00" •4'-00" •4'-00" -4'-00" `4'-00" 12 Wide "4'-00' •4'-00" '4'-00' 4'-00" °4'-00° '4'-00" 14'-00• '4'-00" t `4'-00" '4'-00" 4'-00" '4-00" •4'-00" "4'-00" "4'-00' .. "4'-'00" "4'-00" '4'-00" '4'-00" '4'-00" •4'-00" '.4'=00" '4'-00° '4'-OW, ••t 4'-00" 4'-00" 4'-00" 4'-00" 4--00- -'4'-00' 4'-00" '4-00" "4'-00" "4'-00" •4'-00" •4'-00" '4'.-00" "4'-00" '4'-00' •4'-00 to t 4'-00" 4'-00" 4'-00' 4'-00" '4'-00" '4'-00" 4'-00" 4'-00" `4'-00" '4'-00" •4'-00` '4'-00" '4'=00" '4'-00" "4'-00". . '.4'-.00 t 4'-00" •4'-00" 4'-00" 4'-00" •4-00• •.4'-00" 4'-00" 4'-00". `4'-00" `4'-00" "4'-00" -4'-00" `4''-00" "4'-00" -4'-00" -4'-00" ' • t 4'-00" 4'-00" 4'-00" 4'-00" 4'-00" 4'-00" 4'-00" 4'-00' 4'-00" '4'-00" 4'-00" '4'-00" '4'-00" '4'-00" 4--00- '4'-00" t 4'-00" 4'-00" 4'-00" 4'-00" ,t 4'-00 4'-00" 4'-00" 4'-00 4'-00" -4'-00" •4'-00" '4'-00" -4'-,00 '4'-00" '4'-00" •4'-00" • t 4'-00" 4'-00" 4'-00" 4'-00" 4`-00" `4'-00" 4'-00" •4'-00" S#02 "4'-00" •4'-00" "4'-00" '4'-00" '4'-00 -4'=00" "4'-00" •4'=00-, Conforms to ••t 4'-00• 4'-00" 4'-00" 4'-00" HUDMHCSS 4'-00" . 4.-00" 4'-00' 4'-00" 2/7/18 4'-00" 4'-00" 4'-00" 4'-00" 4'-00" •4'-00' 4'-00" '4'700 .•t 4'-00" 4'-00" 4'-00" 4'-00" 4'-00" 4'-00" 4'-00 4'-00" t 4'-00" 4'-00" 4'-00" 4'-00" ,�� Q� A L4Bq 4'-00" •4'-00" 4'-00" '4'-00" �P 4'-00" 4'-00" 4'-00" 4'-00" PHILLIP J. 9 4'-.00" 4'-00" 4'-00" 4'=00' CND ® 4'-00' 4'-00' 4-00" 4'-00" � -ENGINEER ON AL • •4',-00" •4'-00" "4'-00" •4'-00" NO. *Indicates a configuration that will require the frame strap connected 32035 to the far beam(see Figure 72). ^afess/anal En9g0 January 8,2018 66 Manufacturer's Installation Manual-January 2018 —NUTACtU1Le ttAU111U11t" SeDEWAk VERTICAL ANCHORS Homes designed for Wind Zones II and III also require vertical tie-downs along the sidewalls.The vertical tie-down anchor straps(or brackets for connecting to the home) are factory installed and indicate the locations.Vertical and frame sidewall tie-downs shall connect to one double-headed anchor. Any factory-installed sidewall tie-down straps must be connected to a ground anchor regardless of the wind zone in which the home is placed. END WALL FRAME ANCHORS End wall frame tie-downs are especially important for homes that are wider and have higher roof pitches because those features increase the surface area exposed to wind loads at the ends of the home. Use Table 25 to determine the number of end wall frame anchors required at the each end of each home section. TABLE 25. END WALL FRAME ANCHORS REQUIRED PER HOME SECTION ON EACH END OF THE HOME MAXIMUM ROOF PITCH 4.35/12 Wind Zone I .Zone 11 lWaTiM 12 fo wde 1 M- 1 I sidewall wide wide wide wide wide wide wide .- ti height section :section sec�on section section section section 'section 2 2 2 2 2 3 3 3 3 3 4 4 2.. 2 -2- ..2 3 :• a' _3 - 4 3 3 4 4 2.� 2 _2 3.. 3 3 4 4 - - - - ,. 2 2 2 3 2 2 2 3 3 3 3 4 3 3 4 - 2 2 3 3 3 3 4 4, 3 4 4 _ 2 2 3 3 3 3. 4• - - - - • 2 . :2 3 3 - - - - - - - END WALL VERTICAL ANCHORS End wall vertical anchors are not required. TAG UNIT FRAME ANCHORS(WIND ZONE I ONLY) Use sidewall anchor quantity on end walls and use end wall anchor quantity on side walls. TAG UNIT VERTICAL ANCHORS Tag unit vertical anchors are not required. PORCH POST ANCHORS Wind Zone I anchors not required. Wind Zone II and III anchors located at vertical straps. ���#02 OFFSET UNIT ANCHORS Anchor same as single section home(Figure 8). c°nrurms to xun nuicss STEP 2. DETERMINE TIE-DOWN CONFIGURATION 2/7a8 There are two primary tie-down configurations:the near beam and the far beam methods. If the anchor spacing selected in the appropriate anchor table(Table 22,Table 23 or Ta- OF•.A LA ble 24 has an asterisk(*)then use the far beam method. Otherwise, use the near beam �P�F ey1 method(Figure 72).Each method varies by wind zone as described below. G' PHILL(P J. 9 • Near beam method. For all Wind Zones,connect an anchor strap from the an- .CoP -LAND chor head to the beam closest to the anchor. In addition for Wind Zones II and ,- _ rcur IDt`IAL ' III,connect a vertical strap from the sidewall of the home to the anchor head us- (, ENGINEER ing a double-headed anchor. x} NO. • Far beam method. For Wind Zone I connect anchor straps from the anchor A 32035 0t head(using a double-headed anchor)to both of the home's main frame beams. °'�ess;Onal g�9Oe For Wind,Zones II and III connect one anchor strap from the anchor head(using a double-headed anchor)to the home's far beam and one to the sidewall of the January 8,2018 home. Manufacturer's Installation Manual-January 2018 67 Near Beam Floor FraTieDam tFA Near Beam (Omt In Wind Frame Zones O and III) Tie•Dorm Vertical 60'Maxlmum Ver6calSider2li eTieDovm(ioBe Tk Down(vYntl \1 Tia•Dovm(Wind earBeam Strap Angle Zone II and III \ Ground Level Zones 0 and III Indicated By 0 On ONy) Om) 6tahil'¢er Plate Stabirter Plale i GroundAnchor y OroundAnchor STEP 3. SELECT ANCHORS Figure 72.Lateral tie-down con- Use the torque probe results from Prepare the Site,STEP 6.DETERMINE GROUND figurations ANCHOR HOLDING CAPACITY(p. 14)and the anchor manufacturer instructions;se- lect the type and length of anchor to use.The installed ground anchor size(length) must be listed(i.e.approved)for the soil class. Make sure the anchor is of sufficient length such that the top of the helix is below the frost line.Select a shaft diameter sufficient to resist excessive torsion,"ring-off" when the helix or anchor head separates from shaft)or shaft splitting. Consult the anchor supplier for guidance. Review all of STEP 4.INSTALL ANCHORS(p.68)and STEP 5.INSTALL STRAPS p��#0�2 (p.69)before making final anchor selections to determine when single-headed vs. double-headed anchors should be used.Follow the specifications in Table 26 when se- conforms to lecting stabilizing system components. HUD MHcss 2/7/18 TABLE 26. ANCHOR SYSTEM MATERIALS SPECIFICATIONS Cbmp6nbnt Anchors must be,te'sted'and listed to,resist a minimum,ultimate load of'4;725 Ibs.and a minimum allowable" working load of 3,150 Ibs or ultimate and corresponding working load limited by soil:conditions.and anchor • length.The working load is the maximum load the designer can use.Ground anchors must be provided with protection against weather deterioration and corrosion at least equivalent to that provided.by a coating,,.; of zinc on'steel of not less than 0.30.oz per sq ft of surface coated. Straps must be minimum 1-1/4"x 0.035°.zinc-coated(0.30 oz per sq ft)steel strapping conforming to ASTM D3953-97,Type 1,Grade 1,Finish B with a minimum allowable working load capacity of 3,150 lbs and a minimum ultimate load of 4,725 lbs.Slit or cut edges of zinc-coated strapping do not need to be zinc coated. _ The`sizeand type,of stabilizer plate,required by the ground anchor manufacturer will be4oecified m the., anchor manufacturer's instructions.Stabilizer plates'must be provided with protecLon,against weather St�biliz6r plates deterioration and'corrosion at least equivalent to'that provided byra coating of zinc on steel_ofnot less•than 0.30 oz per,sq ft of surface coated.Altemative1w ABS,stabilizerplates.may be used when listed and certi-r;'. fied for suchiuse'(Minimum allowable working load�of2730 lbs) STEP 4. INSTALL ANCHORS Before beginning anchor installation,check for obstructions under the home such as piers and frame members that may interfere with the tie down strapping.Check with@G" rading area utility companies to.determine the location of underground utilities,such as electrical around anchors.Anchor and phone lines,and water,sewer,and gas pipes that may be buried in potential an- heads should not rest in chor locations.Also check for homeowner-installed wires and pipes,such as those sunken spots.Grade the connecting exterior lighting or sheds to the home.These must also be avoided. ground so that water does FRAME ANCHORS not collect around anchor Frame anchors shall be installed against a stabilizer plate. heads,but runs away from the anchor and out from under the home.Do not bury anchor heads. \_ • 68 Manufacturer's Installation Manual-January 2018 7 Beam Main Sidewall Frame ;�"�-� Tie-Down Strap Figure 73.Stabilizer plate Ground Anchor with �` ! configuration Stabilizer Plate - L � Stabilizer Plate Configuration Stabilizer plate configurations Figure 73 are suitable for homes in all wind zones.An- chors may be installed after the home is set.A stabilizer device,typically an ABS or metal plate,is used to prevent the top of the anchor from slicing through the soil when the load is applied.Stabilizer'plates are available in a variety of widths. Choose the widest plate that can be driven into the soil to maximize resistance to movement.The LAHJ may have stabilizer plate requirements. Install anchors with stabilizer plates as follows: 1. Locate anchor. Select a location for the anchor under the home but within four inches of the exterior wall Figure 74. Avoid locations that will interfere with skirting. V�% / I-Seam xI�-Yx- Max r Figure 74.Determining an- ,'s^t:"or chor and stabilizer plate loca- �16. —f lnsart\ t"— tlon An-1Slablizer I�III-i i IT1=1, plate =`7T—I 31--I�1•_l a-!� =�i�_I 11='11_I-ITi= Ali-1tl-ail 2. Install anchor.To assure that the anchor attachment point will end up at the stabilizer plate,start the anchor insertion approximately 12 inches back from the desired location if using a 48 inch long anchor,or approximately 16 inches if using a 60 inch long anchor. Install the anchor at about 15 degrees off verti- cal,with the head tilted away from the home. Install the anchor to a depth of Soil depression. approximately one half its length. Do not locate anchor heads 3. Drive stabilizer plate.Drive the stabilizer plate into the ground to its full depth in soil depressions where water may pool. at the point determined in Step 1. 4. Complete anchor installation.Screw the anchor the rest of the way into the ground.The finished anchor must be installed to its full depth. VERTICAL ANCHORS To install vertical anchors,screw the anchor into the ground directly under the strap at- tachment point on the home until the bottom of the anchor head is flush with the ground or no more than one inch above grade. PFS#ED Conforms to - HUD MHCSS 2/7/18 STEP 5. INSTALL STRAPS Manufacturer's Installation Manual-January 2018 69 e � i1 Follow the instructions below to connect straps from the home to sidewall frame, end . wall frame and vertical anchors. Always protect straps at sharp corners including around I-beams with radius clips or other methods(Figure 75). Radius clips may be fabricated from 26ga(min)by 1 '/- inch wide galvanized steel strap formed to fit around corners. 111\N Longitudal Bracket Protect Top and Figure 75.Radius clips Bottom of Beam if 1-Beam CV Strap Is Wrapped Around Beam T SPLICING STRAPS Splicing may be required when a pre-cut strap is of insufficient length.Splices in tie- down straps are not permitted in a'Y'configuration. Overlap straps by 12 inches, ap- plying one splice clip from above and the other from below;use a crimping tool to tight- ly seal the splice clips(Figure 76). Do not run any portion of the splice through an an- chor head bolt. Apply Splice Clips In Direction of Arrows Figure 76. Tie-down strap splice Strap 71\1 Y'Splice L Approx. 12N ot ! 1 N O T Permitted PFS#°2 SIDEWALL FRAME ANCHORS conforms to Install straps to sidewall frame anchors as follows: Hun MHcss 1. Connect strap to home.Connect one end of the strap to the home connec- inns tion point using approved buckles or clips(swivel or hook clip preferred). Figure 77.Strap to beam connection 711 t I qn�O`°via Strap to beam connection. Regardless of the strap suppli- 0 Wrap strap around main O Connect hook totop of nect er's recommendations,the beam main beam and connect strap must be connected to the other end of strap to top of the main beam to pre- anchor head. vent damage to the structure. 2. Connect strap to anchor.Connect the other end of the strap to the split bolt in the anchor.Leave enough strap length to be able to make at least three,. 70 Manufacturer's Installation Manual-January 2018 MANVIALIURLD ltAVIllUlll' new (� ut no more than five complete.turns around the bolt before it becomes tight (approximately 2 1/2 inches per turn or 7 1/2 to 13 inches total). Fewer than three turns and the strap may not hold onto the bolt when force is applied. Conversely,more than five turns may not fit within the U-channel of the an- chor head. Follow the procedure outlined in Figure 78. OInsert the tension bolt Into the qO Place the strap through the slotted 5O Using a 15/16"socket or open end anchor head and loosely attach shank of the tension bolt and bend wrench,rotate clockwise,wrapping the hex nut. up to W. the strap around the tension bolt. ie Oonce tensioned to thepointthat 0 Once fully tensioned,align the If approved by the manufacturer counterclockwise resistance square neck of the bolt with the double head anchors may be used appears,use a 5/8"open end square recess in the anchorhead for both diagonal and vertical wrench to hold the square neck and tighten the hex nut. This will tie-down strap tensioning.Tension while repositioning the15/16" draw the two togetherand lock the the diagonal tie-down strap first. tensioning wrench to continue system into final position. Follow Steps 3 through 7to install tensioning. Repeatas required. straps to anchorhead. Figure 78. Procedure for connecting the strap to frame and anchor 3. Pretension anchor.For anchors with stabilizer plates,pretension the anchor by pulling it up to the stabilizer plate using the strap and take-up bolt to move the anchor head.Continue pulling the strap until the plate moves a small amount(about 1/2 inch).This is called packing the plate and it will yield the Anchor head location.As strongest resistance(the bottom of the anchor head should be maximum 1/4 the anchor is pulled up to inch above the top of the stabilizer plate). meet the stabilizer plate, the head of the anchor will END WALL FRAME ANCHORS rise. In its final position,the Attach straps to the bracket welded by the manufacturer to the frame(Figure 79). If no bottom of the anchor head brackets have been installed, use approved beam clamps designed specifically for this should be no more than 1/4 purpose,available from anchor suppliers.Connect straps to anchors following same inch above the top of the procedure as for sidewall frame anchors. When more than one anchor per frame is re- stabilizer plate. quired, use swivel brackets and space anchors a minimum of 48 inches o.c. PFS#°2 Conforms to - HUD MHCSS 2/7118 Manufacturer's Installation Manual-January 2018 71 f Main Beam I Pier ^ \\ " end wan ��� Figure 79. End wall frame {- -� re-Down` anchor attachment method Strap 45 t 5\ Degrees -I{I-1 I 1—III-i I 1-I I IAnchor with�- LI�0'-III- �II Ii+II II:I II141IIj II IIli I Stabilizer Plato I +;II i-I i-111=1 I la I I=I I I, ,,�I ra I la I I—I I A wl I I-1 I I=!1 II:_ STEP 6. TIGHTEN AND ADJUST STRAPS After all anchors have been installed and pre-tensioned, recheck all anchor straps to assure that they are tight and that the anchor shafts have remained in contact with the stabilizer plates. Do not over-tension straps. 4; ��S#02 Conforms to HUD MHCSS 2M18 (' 72 Manufacturer's Installation Manual-January 7018 MANU/ACIUILO LIAVt11UllT' i 2, INSTALL NO. STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA 99 WASHINGTON AVENUE ALBANY,NY 12231 INSTALLER'S WARRANTY SEAL THIS SEAL REMAINS THE PROPERTY OF THE DEPARTMENT OF STATE NEW MANUFACTURED(HUD CODE) 171 RELOCATED MANUFACTURED(HUD CODE) A. Manufacturer's name: Serial number: B. HUD label number: C. Retailer's name: D. Retailer's address: E. Retailer's certification#: Telephone#: F. Installer's name: G. Installer's address: H. Installer's certification#: -Telephone#:- I. Date installation completed: Municipality issuing building permit: (City,Town,Village) J. Customer name and physical address(911)where home is installed: NewYb& By attaching this SEAL to this manufactured home,the undersigned Installer of this manufactured home warrants as follows: 1. That the installation of this manufactured home meets the standards of the New York State Uniform Fire Prevention and Building Code. 2. That the Installer is certified as an installer by the New York State Department of State. The foregoing warranties are in addition to and not in derogation of all other rights and privileges which the consumer may have under any other law or instrument.The foregoing warranties are in addition to,and not in limitation of or substitution for,any and all other warranties,express or implied,given or made by the Installer,whether contractually or by operation of law. Printed Name ofPerson Signing Seal: Signature of Installer or Limited Installer. If you have a problem with your home,you should first contact yourdnkaller or retailer.If the problem is not resolved by the Installer or Retailer you can contact the Department of State at(518)474-4073. DOS-1680(Rev.06/18) Yellow Copy—Department of State White Copy—Retal n for Your Records Goldenrod Copy—Permitting Agency Seal—Affix to Home