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RC-0348-2023 Office Use Only ' � _` a MANUFACTURED HOME Permit#: (ZC ` a 3 y�?biz-3 • PERMIT A'' I I Ewi - it Fee:$ lO . o Town of Queensbury 742 Bay Road,Queensbury,NY 12804 ' Fee:$• Nl P:518-761-8256 www.queensbury.net JUN 16 2023 oice#: Le 7-'31*— TOWN OF QUEENSBURY BUILDING&CODES Project Location: 5 RTP_\ekprtJe_ Tax Map ID #: 36g•6o j 'La- Name of Park:D,Q•P(Sblilk, Ji I I e Proposed Date of Placement: ft CONTACT INFORMATION: • Applicant: 11 ,,� ', 11 Name(s): IM (J1/1 114 NOri-� Mailing Address, C/S/Z: r'5C0✓cc -T /%J )2(3 Cell Phone: 8 ) 'E'7 O S I W Land Line: (rl$" ) 74 �jo� Email: ( t1,je )'b G 1N1. t>tike, L'pI/14__ • Primary Owners : Name(s): R�QJ'�f�.—t%'C 6(C,ZLik-b1,..e611t SP---- dr5W>� Mailing Address, C/S/Z: 'l V-IWAt4-1-- Cd-i -i D3 F�( (S Cell Phone: ( 5-J') 3� 410'D Land Line: ( ) Email: • Contractor(s): • Business Name: �etSS'.fi ^ t5-5- }+`nt lc t lt-°4- Contact Name(s): } W / +v Mailing Address, C/S/Z: ) Ot� �(�1 CO rs-V5eJae) j Zg 3 Cell Phone: ( ) Land Line: ( .57 ) "S". 10l Email: Contact Person for Building & Code ComplianceS I WAl'74 A4/ls Cell Phone: ( S ) nti b Land Line: (..6) ) 7g '2-'o Email: Pd e � �MSS 0 1M Town of Queensbury Building&Code Enforcement Manufactured Home Application Revised May 2017 MANUFACTURED HOME INFORMATION: (INFORMATION FOUND ON THE PLATE OR STICKER LOCATED IN THE HOME): Insignia serial#: Al 7,4.3 /n 4-13.: .. � r Name of Manufacturer: fRm. )(flu• Place approval#: Model or component designation (New'Home Only):; Date of manufacture: ADDITIONAL INFORMATION: r� 1. Approximate Value of Home:$ tiC( ©O6 ` OD 2. Is the home NEW X or a REPLACEMENT ? 3. Single-wide or Double-wide X ; Size: Lr ft.X__'_,t Tt. 4. Foundation support(choose one): Size . Depth }�� Piers: �1 I if� �QSr"/ • Slab: 5. Is the home being placed on a private lot? No \( Yes (if yes;you must provide stamped engineered drawings of the permanent foundation plan) 6. Total#of rooms(exclude bathrooms): ;#of bedrooms: ;#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 X Yes ; Explain: 9. What is the water source? PUBLIC PRIVATE WELL 10. Is the parcel on SEWER or a PRIVATE SEPTIC system? Pk. 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: 5i\I\ Lo1�`V6'V • SIGNATURE: S-AAA (k DATE: — L,3 Town of Queensbury Building&Code Enforcement Manufactured Home Application Revised May 2017 SPECIAL A012437 TYPICAL PIER PRINT DESIGN CRITERIA: ONE INCH MAY NEED TO BE ADDED TO THE WIDTH FOR REVIEW ONLY 1.THIS PRINT HAS BEEN DERIVEDINSFROM DA.P.I.A.NU FOR HED DESIGNSFOLLOWING: OF THIS HOUSE UPON THE USE OF OPTIONAL 2.REFER TO THE APPROVED INSTALLATION MANUAL FOR THE FOLLOWING: A.SITE PREPARATION O.S.B.SHEATHING ON THE MATEWALL. MANUFACTURER DISCLAIMER NOTICE B.SOIL BEARING CAPACITY PLEASE READ AND UNDERSTAND THE FOLLOWING INFORMATION C.FOOTING DESIGN AND SIZING SITE DETAILS'(TO BE COMPLETED BY THE INSTALLER) CHAMPION HOME BUILDERS.DOES NOT PERFORM ANY SITE WORK FOR HOMES D.PIER CONSTRUCTION IT WILL BE THE RESPONSIBILITY OF THE DEALERISITE CONTRACTOR TO INSURE E.ANCHORING SOIL BEARING CAPACITY: THAT ALL SITE WORK WILL CORRELATE WITH THE UNIT ORDERED. 3.THIS PIER SUPPORT DESIGN HAS BEEN CREATED SPECIFICALLY FOR THIS SERIAL NUMBER FOOTING SIZE: 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 I TOMES WEIGI I SEVERAL PIERS ARE NOT REQUIRED IN NON LOAD BEARING END WALLS)."PIER SUPPORT ALTERNATE" FOOTING SPACING• TONS.DO NOT ATTEMPT TO INSTALL HOME ON SITE WITH OUT HAVING DAPIA PAGE FLO1.06.01(MAY ONLY BE USED ON DOORS LESS THAN 48"WIDE). (COMPLETE ONLY IF DIFFERENT FROM SHOWN) EXPERIENCE,KNOWLEDGE AND UNDERSTANDING OF ALL INSTALLATION 5.BLOCKING IS ALSO REQUIRED AT BOTH SIDES OF OPENINGS 48"OR LARGER IN LOAD BEARING REQUIREMENTS.FAILURE TO MEET THESE REQUIREMENTS MAY RESULT IN SIDEWALLS OR MATE WALLS. PIER LOAD • SERIOUS INJURY OR DEATH TO AN INEXPERIENCED INSTALLER.PLEASE READ — MARRIAGE LINE PIER LOADS: AND UNDERSTAND THE SET-UP AND INSTALLATION MANUALS SUPPLIED WITH 1 FRAME SUPPORT III POINT LOAD SUPPORT THIS HOME BEFORE ATTEMPTING INSTALLATION OF ANY MANUFACTURED HOME. L—_, A. 8. C. C. BLOCK BOTH SIDES OF PICTURE WINDOW zz (-25'-6 1/4"r2v-2 3/4" 15' 8'PORCH 0 r WATER INLET S O 4AATER• __-__-_ —_11111 `8� 0 —'O L_- L_ o m I• i I _ f ---� ' �IDRAIN m d tWt 'Cr I- 30' Y W _ 4`\ // O I I DWV DROP �L ELEC c\X m ' L11'-2" ' /4` u CO\ram m ' c____1 "____, '-EPB1 c"r 1IiBEAM O I , , 52'-1" 42'A" 35'-10 5/e" 22'6" 8'POACH 1-'56' 1-50' 1-42' I-34' 26' F—IB' ] (-10' �- I ._---, I ! I I M i / ! \ ! _-J --_J I I L. J L J �—-J i 141 I-BEAM "' ____ [ — 2'�_ 6 8' 8' I 8 8 1-- 8' 8' 2' SMELLY 4-19•D 26'8 A,.EALLS-MDO,e ^ 8'PORCH 58' -.29'-10"EXTERIOR DOOR LOCATION MODIFICATIONS PRWLLTI TITLE: SKEET: CHAMPION 122-07-A-25002 PIER PR-101OTS 58 x26-8 3 BD 2 BTH FOUNDATION BEAUTIFULLY' DRAWN A012437 PLAN 122 - MANUFACTURED BEAUTIFULLY DRAWN BY: PROPRIETARY AND CONFIDENTIAL 5�'}l DATE: 06iltl-17 wal,L*AaMRIOS7mi'le+n02S a/cE:SOP10(1 aN. ®.11,9:412,14V-talDEa:.+.YFILIIIRI;I♦HIFNAME:MITOT.A.I zi0.N4%WIS..F,EMIOPC:Nun MM-SOODE-RAHD1uBRDINORNH-1941IY-u1R DmK MAUD SCALE: Sp2'=1'-0' mMD OISDEIUTALNATDNS CR - - ES SEX Engineering Science&Subsurface Exploration,P.C. 1120 Vaughn Road Hudson Falls,NY 12839 Telephone 518-798-1878 Facsimile 518-798-4748 July 13, 2005 Mr. Sam Wahnon Glens Falls Modular Homes 1304 Rt. 9 Gansevoort, NY 12831 Foundation Design Queensbury Village Mobile Home Park Tax Map No. 121-6-59 Petrie Lane, Queensbury, NY Dear Mr.Wahnon: Enclosed is our recommended foundation design for manufactured housing at Queensbury Village Mobile Home Park, Tax Map No. 121-6-59, Petrie Lane, Queensbury, NY. If you request and we provide specific written authorization, you may use the design at other locations where, in our sole professional engineering judgement, the soil, groundwater, structural and climate conditions are suitable. This design was prepared to address the current Residential Code of New York State which requires in part that manufactured housing be supported by foundations that extend below the frost line unless "designed so that it will otherwise be protected from the effects of frost". In our professional engineering judgement the intent of this requirement is to protect property from the effects of non-uniform upward movement due to frost heave and non- uniform downward movement due to loss of support when frost heaved soil thaws. Please note that freezing and frost heave are two distinct phenomena. Soil commonly freezes without heaving. When this occurs there is no noticeable movement of the soil surface or of structures supported by the soil. When certain soils freeze under certain conditions they heave because substantial masses of ice accumulate within the soil. When this ice thaws the resulting water causes the soil to lose strength. Frost heave can occur only when three conditions exist: • The soil is of a type that is frost heave susceptible • An ample supply of water is available a shallow depth below the ground surface • The soil temperature is below the freezing point at the ground surface Delanson, NY Malta, NY 518 895 8846 518 899 5377 • Mr. Wahnon 2 July 13,2005 To be susceptible to frost heave, soil must consist of particles that are fine enough to allow water to rise by capillary action from the groundwater level to the freezing soil. However, the soil must be coarse enough that a substantial quantity of water can be delivered to the freezing soil. In general, silt-size particles are the most susceptible to frost heave. Coarser soils such as sand and gravel do not allow capillary action and finer soils such as clays (or other soils that contain much clay) are too impervious to allow a significant amount of water to reach the freezing soil. Frost heave can occur only when groundwater is available in sufficient quantity, close enough below the freezing soil to be conveyed to the freezing soil by capillary action. The maximum theoretical height of capillary rise is about 30 feet. The actual maximum height of capillary rise that can deliver an adequate amount of water to cause frost heave is significantly smaller. Frost heave can occur only when the ground surface remains below the freezing temperature of water for a significant period of time. Otherwise ice cannot accumulate in the soil in a large enough mass to cause heave. At Queensbury Village Mobile Home Park you arranged for the excavation of a test hole to a depth of approximately six feet and we observed the soil conditions on June 29. We classified the soil as brown, moist, well-graded fine to medium-grained sand with trace amounts of silt. We identified this soil as a deltaic deposit associated with Glacial Lake Albany. The potential for frost heave in well-graded sand is none to very slight. Therefore, this soil is not subject to significant frost heave, even when the groundwater and temperature conditions for frost heaving are met. Our observations of the moisture condition in the test hole and our review of sources of geologic information indicate with a reasonable degree of confidence that there is no sufficient supply of water within the maximum height of capillary rise below the ground surface at Queensbury Village Mobile Home Park. Even if the soil were frost heave susceptible, the potential for frost heave would be limited by the availability of water. Queensbury Village Mobile Home Park requires skirting to enclose the space below every home and the foundation piers for the homes are set back inside the skirting. The skirting provides some protection against outside temperature extremes. Research conducted for the Ohio Manufactured Housing Association indicated that the space enclosed by skirting was approximately 20 degrees Fahrenheit warmer than the average outside temperature during one Ohio winter. In Ohio this was enough to prevent freezing for most of the year. At Queensbury Village Mobile Home Park the skirting probably limits the depth of freezing to one to two feet whereas the frost line applicable to perimeter foundations would be about four feet below the ground surface. Therefore the skirting would also tend to reduce the frost problem even if the soil was frost heave susceptible and the water supply was ample. As a result of the particular subsurface conditions at Queensbury Village Mobile Home Park described in this letter, it is our professional engineering opinion that a shallow foundation system is "protected from the effects of frost". ' • Mr. Wahnon 3 July 13,2005 Based on the particular conditions at Queensbury Village Mobile Home Park we recommend that each foundation pier for new installations in the community bear on a 21-inch square ABS plastic mat designed and manufactured for the purpose of supporting manufactured home piers. (Refer to the enclosed drawing.) Foundation piers should be located at eight to ten feet on center along each frame rail of each manufactured home. This recommendation is based on our understanding that a 14 by 70-foot manufactured home unit weighs approximately 40,000 pounds plus snow load. Where fill is required beneath the pier foundations we should be retained to develop specific fill specifications consistent with the recommended foundation or to recommend an alternative foundation. Piers and ground anchors should be sized and constructed according to the recommendations of the home manufacturers. We appreciate the opportunity to work with you. Sincerely, ai-e4/1 / //7, ames L. Wood, Ph.D., P.E. Principal End. • ES SEX Engineering Science&Subsurface Exploration,P.C. 1120 Vaughn Road Hudson Falls,NY 12839 Telephone 518-798-1878 Facsimile 518-798-4748 July 13, 2005 Mr. Sam Wahnon Glens Falls Modular Homes 1304 Rt. 9 Gansevoort, NY 12831 Foundation Design Queensbury Village Mobile Home Park Tax Map No. 121-6-59 Petrie Lane, Queensbury, NY Dear Mr. Wahnon: Enclosed is our recommended foundation design for manufactured housing at Queensbury Village Mobile Home Park, Tax Map No. 121-6-59, Petrie Lane, Queensbury, NY. If you request and we provide specific written authorization, you may use the design at other locations where, in our sole professional engineering judgement, the soil, groundwater, structural and climate conditions are suitable. This design was prepared to address the current Residential Code of New York State which requires in part that manufactured housing be supported by foundations that extend below the frost line unless "designed so that it will otherwise be protected from the effects of frost". In our professional engineering judgement the intent of this requirement is to protect property from the effects of non-uniform upward movement due to frost heave and non- uniform downward movement due to loss of support when frost heaved soil thaws. Please note that freezing and frost heave are two distinct phenomena. Soil commonly freezes without heaving. When this occurs there is no noticeable movement of the soil surface or of structures supported by the soil. When certain soils freeze under certain conditions they heave because substantial masses of ice accumulate within the soil. When this ice thaws the resulting water causes the soil to lose strength. Frost heave can occur only when three conditions exist: • The soil is of a type that is frost heave susceptible • An ample supply of water is available a shallow depth below the ground surface • The soil temperature is below the freezing point at the ground surface Delanson, NY Malta, NY 518 895 8846 518 899 5377 ' • Mr. Wahnon 2 July 13,2005 To be susceptible to frost heave, soil must consist of particles that are fine enough to allow water to rise by capillary action from the groundwater level to the freezing soil. However, the soil must be coarse enough that a substantial quantity of water can be delivered to the freezing soil. In general, silt-size particles are the most susceptible to frost heave. Coarser soils such as sand and gravel do not allow capillary action and finer soils such as clays (or other soils that contain much clay) are too impervious to allow a significant amount of water to reach the freezing soil. Frost heave can occur only when groundwater is available in sufficient quantity, close enough below the freezing soil to be conveyed to the freezing soil by capillary action. The maximum theoretical height of capillary rise is about 30 feet. The actual maximum height of capillary rise that can deliver an adequate amount of water to cause frost heave is significantly smaller. Frost heave can occur only when the ground surface remains below the freezing temperature of water for a significant period of time. Otherwise ice cannot accumulate in the soil in a large enough mass to cause heave. At Queensbury Village Mobile Home Park you arranged for the excavation of a test hole to a depth of approximately six feet and we observed the soil conditions on June 29. We classified the soil as brown, moist, well-graded fine to medium-grained sand with trace amounts of silt. We identified this soil as a deltaic deposit associated with Glacial Lake Albany. The potential for frost heave in well-graded sand is none to very slight. Therefore, this soil is not subject to significant frost heave, even when the groundwater and temperature conditions for frost heaving are met. Our observations of the moisture condition in the test hole and our review of sources of geologic information indicate with a reasonable degree of confidence that there is no sufficient supply of water within the maximum height of capillary rise below the ground surface at Queensbury Village Mobile Home Park. Even if the soil were frost heave susceptible, the potential for frost heave would be limited by the availability of water. Queensbury Village Mobile Home Park requires skirting to enclose the space below every home and the foundation piers for the homes are set back inside the skirting. The skirting provides some protection against outside temperature extremes. Research conducted for the Ohio Manufactured Housing Association indicated that the space enclosed by skirting was approximately 20 degrees Fahrenheit warmer than the average outside temperature during one Ohio winter. In Ohio this was enough to prevent freezing for most of the year. At Queensbury Village Mobile Home Park the skirting probably limits the depth of freezing to one to two feet whereas the frost line applicable to perimeter foundations would be about four feet below the ground surface. Therefore the skirting would also tend to reduce the frost problem even if the soil was frost heave susceptible and the water supply was ample. As a result of the particular subsurface conditions at Queensbury Village Mobile Home Park described in this letter, it is our professional engineering opinion that a shallow foundation system is "protected from the effects of frost". • ' • Mr. Wahnon 3 July 13,2005 Based on the particular conditions at Queensbury Village Mobile Home Park we recommend that each foundation pier for new installations in the community bear on a 21-inch square ABS plastic mat designed and manufactured for the purpose of supporting manufactured home piers. (Refer to the enclosed drawing.) Foundation piers should be located at eight to ten feet on center along each frame rail of each manufactured home. This recommendation is based on our understanding that a 14 by 70-foot manufactured home unit weighs approximately 40,000 pounds plus snow load. Where fill is required beneath the pier foundations we should be retained to develop specific fill specifications consistent with the recommended foundation or to recommend an alternative foundation. Piers and ground anchors should be sized and constructed according to the recommendations of the home manufacturers. We appreciate the opportunity to work with you. Sincerely, ames L. Wood, Ph.D., P.E. Principal Encl. FOUNDATION PLAN 21" SQUARE ABS PLASTIC MAT (See Note 6) PIER ELEVATION r r 1a L JL J ,-c L. ��� !3 of. — , ° CMU Pier so I` 0.E'% . Tamped Sand Subgrade 1 NOTES: 1. THIS FOUNDATION DESIGN APPLIES TO SPECIFIC SOIL,GROUNDWATER AND INSTALLATION CONDITIONS FOR MANUFACTURED HOMES INSTALLED AT QUEENSBURY VILLAGE MOBILE HOME PARK,PETRIE LANE,QUEENSBURY,NY 12804. 2. THIS FOUNDATION DESIGN MAY NOT BE APPLIED TO ANY OTHER LOCATION VNTHOUT SPECIFIC WRITTEN AUTHORIZATION OF ESSEX 3. LOCATE PIER FOUNDATIONS 8 Ft TO 10 Ft.ON CENTER ALONG EACH FRAME RAIL ORAS RECOMMENDED BY MANUFACTURER 4. DAMPEN(DO NOT SATURATE)AND TAMP ALL SOIL SURFACES TO RECEIVE PIER FOUNDATIONS 5. PLACE ONE 21-INCH SQUARE ABS PLASTIC MAT MANUFACTURED FOR THE PURPOSE OF SUPPORTING MANUFACTURED HOME PIERS OR SUBSTITUTE APPROVED BY ESSEX. 6. PLACE CMU PIERS AND SHIMS AS REQUIRED ACCORDING TO HOME MANUFACTURER RECOMMENDATIONS 7. GRADE SOIL TO DRAIN AWAY FROM PERIMETER OF HOME IN ALL DIRECTIONS 8. INSTALL GROUND ANCHORS ACCORDING TO CURRENT RESIDENTIAL CODE OF NEWYORK STATE AND HOME MANUFACTURER RECOMMENDATIONS 9. INSTALL SKIRTING AND VENTS ACCORDING TO HOME MANUFACTURER RECOMMENDATIONS QUEENSBURY VILLAGE PIER FOUNDATIONS ESSEX Mobile Home Park Engineering Science& Tax Map No. 121-6-59 SCALE:As shown Subsurface Exploration,P.C. Petrie Lane PROJECT:05-13 FIGURE Queensbury, NY 12804 PREPAREDCKEDB JAW 7/081055 ,I 1120 Vaughn Road,Hudson Falls,New York,12839 , CHECKED BY:PBA 07/08/05 • SPECIAL A012437 TYPICAL PIER PRINT DESIGN CRITERIA: ONE INCH MAY NEED TO BE ADDED TO THE WIDTH FOR REVIEW ONLY 1.THIS PRINT HAS BEEN DERIVED FROM DA.P.I.A. APPROVED DESIGNS OF THIS HOUSE UPON THE USE OF OPTIONAL 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 FOLLOWING INFORMATION C.FOOTING DESIGN AND SIZING SITE DETAILS.I TO BE COMPLETED BY THE INSTALLER; CHAMPION HOME BUILDERS.DOES NOT PERFORM ANY SITE WORK FOR HOMES D.PIER CONSTRUCTION IT WILL BE THE RESPONSIBILITY OF THE DEALER/SITE CONTRACTOR TO INSURE E.ANCHORING SOIL BEARING CAPACITY: THAT ALL SITE WORK WILL CORRELATE WITH THE UNIT ORDERED. 3.THIS PIER SUPPORT DESIGN HAS BEEN CREATED SPECIFICALLY FOR THIS SERIAL NUMBER FOOTING SIZE: ALL DIMENSIONS SHALL BE VERIFIED BEFORE CONSTRUCTION. 4.PIERS ARE REQUIRED AT BOTH SIDES OF EXTERIOR DOORS IN LOAD BEARING SIDEWWALLS,I NOTICE TO ALL HOME INSTALLERS:MANUFACTURED HOMES WEIGH SEVERAL PIERS ARE NOT REQUIRED IN NON LOAD BEARING END WALLS)."PIER SUPPORT ALTERNATE' FOOTING SPACING • TONS.DO NOT ATTEMPT TO INSTALL HOME ON SITE WITH OUT HAVING DAPIA PAGE FL01.06.01(MAY ONLY BE USED ON DOORS LESS THAN 48"WIDE). (COMPLETE ONLY IF DIFFERENT FROM SHOWN) EXPERIENCE.KNOWLEDGE AND UNDERSTANDING OF ALL INSTALLATION 5.BLOCKING IS ALSO REQUIRED AT BOTH SIDES OF OPENINGS 48'OR LARGER IN LOAD BEARING REQUIREMENTS.FAILURE TO MEET THESE REQUIREMENTS MAY RESULT IN SIDEWALLS OR MATE WALLS. PIER LOAD• SERIOUS INJURY OR DEATH TO AN INEXPERIENCED INSTALLER.PLEASE READ MARRIAGE LINE PIER LOADS: AND UNDERSTAND THE SET-UP AND INSTALLATION MANUALS SUPPLIED WITH 1 1 FRAME SUPPORT ■ POINT LOAD SUPPORT THIS HOME BEFORE ATTEMPTING INSTALLATION OF ANY MANUFACTURED HOME. L-_J A. B. C. C. BLOCK BOTH SIDES OF PICTURE WINDOW (•-25'6 1/4"r21'-2 3/4" {-. 151 8'PORCH O I WATER INLET S • - - J ■ *WATER S - ncd m f--1 f_--1 f-1 f-1 L-- f--1 i_-1 ( /I . I-BEAM p -1 i K MIN r.l )--' I O C CRAIN T - S\ // I _y11 D5W DROP '-L—ELEC •\'' C'J O1 1_11'-2" X\ L- m ' r EPS �` I tt L- L----J --J I I I I I I-BEAM I' N N I I I I I I I I I ' I 1 `• __ 1 I-BEAM ` J L J L J L J L �-J L = 52'-1- 42,9" 35,10 5/8" 22'{" 8'POACH aw."ccnolesa A CO I" \\r I-56 F-50' I`42' I-•34' 26' I-18' HO' /V ` 1 [---i L--1 L_� J { i L-.! ;' L-\� I-BEAM m 2' 1 fi 8 t ; i 8" [ 8' I- { gl { B' I 2' S191Y f-19.3 GUM Fu1S-,.O.L 1 26,8" 8'PORCH 8 -29'-10"EXTERIOR DOOR LOCATION IIDDIFICATIDN5 FRO]LCT: TITLE: SHEET: CHAMPION 122-07-A-25002 PIER PR-1010TS 58'x26'-8" 3 BD 2 BTH FOUNDATION MANUFACTURED DEAUTIFULLY"' S/N A012437 PLAN 122 DRAWN BY: PROPRIETARY MD CONFIDENTIAL ,}� DAIS B6-0tl-27 wan�e�`nr'Riia IDEniw urtwNusau. f.I)lrttllfy!L•):li�11l�a::IV_YI-�I.O FAjJ�FILENAME:PU1N99-A95031fsIX5 Y11199IIIPElEFTWRM4UP11EMYE1 NEA.ELLY{1EIIFTIY9RHE-S-I9.11$'teIN IX%NS REPII�D SCALE: $(33'o 1W' UnNoIT 1'?6 i023 ETO COMM9,10 'r • • • anchors, LIMITED WARRANTY Minute Man Anchors,Inc.warrants its product is free from defects in materials and Workmanship at the time of installation when properly installed in accordance with the Installation instructions. • THE FOREGOING WARRANTY IS IN LIEU OF•ANY OTHER WARRANTY,WHETHER EXPRESS OR IMPLIED,WRITTEN OR ORAL,INCLUDING ANY WARRANT OF MERCHANTIABILITY OR FITNESS FOR A PARTICULAR PURPOSE. ANY LIABILITY IS EXPRESSLY LIMITED TO AN AMOUNT EQUAL TO THE PURCHASE PRICE PAID,AND ALL CLAIMS FOR SPECIAL,INCIDENTAL AND CONSEQUENTIAL DAMAGES ARE HEREBY ' EXCLUDED.Minute Man does not assume any other liability or obligation in connection with the • sate.or use of this product. If the product is defective at the time of delivery or installation and you give prompt notice to . • • Minute Man no later than thirty(30)days of attempted installation of the defect,Minute Man,at its option,will replace the product at no cost or refund the full amount of the purchase price,provided • • the defective product is returned to Minute Man with proof of purchase at the address set forth below.PRODUCT REPLACEMENT OR REFUND IS YOUR SOLE AND EXCLUSIVE REMEDY. This warranty extends only to the distributor and original installer of the product and does not cover a defect resulting from abuse,misuse,neglect,repairs,any use not in conformity with the printed instructions or installation by unauthorized personnel. This warranty gives you specific legal rights,and you may also have other legal rights which vary from state to state.Some states do not allow limitations on implied warranties or special, • incidental or consequential damages,so the foregoing limitations may not apply to you. . If you have a claim under this warranty,please contact our CUSTOMER SERVICE.department (have model and type numbers available): CUSTOMER SERVICE • Toll Free in the U.S.1-800-438-7277 • • 1-828-692-0256 • OR WRITE TO: Minute Man-Customer Service . 305 West King Street East Flat Rock,NC 28726 • •To our knowledge,the information provided In and by the Independent,profession engineers' I reports and certifications and obtained from other Independent sources contained in the Installation instructions and product manuals is accurate. However, Minute Man Anchors, Inc. cannot assume any liability whatsoever for the accuracy or.completeness thereof. Final I • determination of the suitability of any information or'material for the use contemplated Is the • • sole responsibility of the user.Specifications are subject to change without notice.The load ratings established In the report are not valid in any application where the use of the product I _ • • would overload any structural member of the home of foundation. • i • • • • • • • • • • • • • • Wind Zone I • PITCPtiaree /?4fl .Ij; ,, • Installation Instructions for Model LLBS Longitudinal and Lateral Bracing System Zones • ( The LLBS Is not designed to be used as a supporting pier. Note: Your set must be designed by a Registered Professional Engineer If the following conditions • occur. • Location is within 1,500 feet of Coast Roof eaves exceeds 16' • • Pier Height exceeds 48' Main beam spacing exceeds 99.5" • • Sidewall height exceeds 96' Refer to the Home Manufacturer Installation Instructions for pier locations. Refer to the home manufacturer Installation Instructions for required footing size and•pier spacing. Note: SD3 pad Is 2.8 sq.Ft Vertical Sidewall and Marriage wall anchors maybe required bythe home manufacturer when using the MMA LLBS systems, See Manufacturer's instructions.t M a x .Pier Height48" . 2 Refer to the Systems Placement Plans forthe location of Longitudinal Lateral Bracing System, (See Attached) • • a• Remove turf to expose firm soil at each SD3 pad location. Install Sp3 pad to manufacturer,. state,local codes,and frost Ilne guidelines as It may apply. For extremely hard or rocky soii, mark four(4)slots and pre-drill soli with a 3/4 x 12'masonry drill. • • 4 Attach tube clip to SD3 pier pads(see Detail Assembly Drawing)center pad under beam, • level pad. Angle Drive Pins maybe driven vertically through four(4)slots in SD3 pier pad now • or after home Is totally set. Angle drive pins may be driven up to ten degrees(10)off of vertical. If you choose to drive pins after home Is set,do not cover slots In pier pad. • 5 Level home on concrete blocks or steel pier by Minute Man. 6 Install Longitudinal and Lateral Bracing In accordance with System Placement Plan and DetallAssembiyDrawing.(1 longitudinal brace tube per system In Wind Zone I only).• • 7 3,150 lb.Working load anchors with stabilizers and frame ties are required on 4 corners of all singie wide homes. . a Special Instructions:Al aboma;tLBS.Systems approved for ma:dmum 32'pier height • • Thank you for using Minute Man Products,Inc. If you have any questions,please call Toil . - Free at(800)438-7277. . .305 West King St. East Flat Rock, North Carolina 28726 • • • ZONE I LONGITUDINAL AND LATERAL BRACING . SYSTEMS PLACEMENT • • Vertical sidewall and marriage wall anchors maybe required by the home manufacturer when using the MMA LLBS system,see the manufacturer's instructions. 3,150 lb.Worldng load anchors with stabilizers and I frame ties are required on 4 corners of all single wide homes. Systems must be as equally spaced as 1. possible. (Triple Lvides and tag units require 2 additional systems. Place additional systems at The corner ends of the opposed side of the home.) . HOME DIMENSIONS REPRESENT BOX SIZE-FOR HOMES OVER 80'CALL MMA yLongitudinal •Anchor w/sfoblizer ❑..,Lateral Stating System Iiim longirudlnd and Lateral Bracing System and frame tie Bracing System locations • 4/12 ROOF PITCH • i • Q .I Q. l. • b b b• . i SINGLE WIDE HOMES • DOUBLE WIDE HOMES SYSTEM LOCATIONS FOR j ' • UP TO 76'LONG-2 SYSTEMS UP TO 76'LONG-2 SYSTEMS SINGLE&DOUBLE WIDE HOMES I . • 76'-80'LONG•1 ADDITIONAL SYSTEM 76'-80'LONG-1 ADDITIONAL SYSTEM USING 3 SYSTEMS I LLBS System Requirements for roof pitches over 20°with 8'Sidewalls • ir., ..2 a. :la 31g �c•�: 5 fir .;:..?.o.-il''•,•5= _Wit-g 34' 2 2 2 2 2 58' " .. ;AA '-" , • 86' 2 2 2 2 2 60' t4 j:e a� • i 38' 2 2 2 2 2 62' 4','F + 2s,''•j-TJ loot co a 40' 2 2 2 2 2 64' PFP- � ff NW 4. • 42' 2 2 2 . 2 410, . 66' 'r, '' .; ''Br_$ 4 4 - 44' 2 2 2 ?si .c?�i5� u. r 68' • :-.4< :. . i 4 4 • ' • 46' 2 2 2 ra sapi, 70' •, F.7.:; fi 4 4 4 . 48' 2 2 rg r' .-1 72' 3.�-,{ r,':.,'i "s 4 4 4 60' 2 Man g ,, `" • 74' ';. tgA 4 . 4 4 52' 2 r r e'e -`1-`fin 76' en 4 4 4 4 ' I 54' •++ .` ' ra i .3 78' •F;�: .,7 4 4 4 4 . 56' WO T iN 9 ` .. ? .80' o• 4 4 4 4 . Call Minute Man Products for system requirements on homes with 9'Sidewalls fj t } . • 2 • • • • • • • • • • • • • • • • • LATERAL BRACE FLEX TUBES FOR CONCRETE • 1J 1 • • • UPPER SECTION • • • • • 'O O • LOWER SECTION • • LONGITUDINAL BRACE FLEX TUBES FOR CONCRETE • • TOP VIEW II 0 .I • • • • Length Varies with Pier Height SIDE VIEW • O • LATERAL BRACE DETAIL • LATERAL CLAMP • • • FOR SD3 PIER PAD ASSEMBLY • • x 2--4" GRADE 5 .6 `INSIDE HOME • CARRIAGE BOLT. • NUT AND WASHER • FRAME BEAM • • WASHER • 4 Y4 x3" SELF DRIWNG • SCREWS — 2—EA. SIDE ' INSTALL AFTER HOME 1 Y 41 TUBE • IS SET AND ALL OTHER . 60" FOR 99.5" MAX. SPAN BOLTS ARE TIGHT • LATERAL TUBE CUP 1 1"" 41 TUBE . 60" FOR 99.5" MAX. SPAN "x2 X" CARRIAGE BOLT , . MAX 45' (ANGLES FOR BOTH LATERAL&LONGITUDINAL BRACE TUBE.) I MIN 10° ANGLE DRIVE PINS MAY BE DRIVEN UP TO TEN DEGREES • (10)OFF OF VERTICAL IF YOU CHOOSE TO DRIVE PINS 1/2" HEAVY DUTY WASHER AFTER HOME IS SET,DO NOT COVER SLOTS IN PIER PAD. W/ 1/2"x1-1/2" CARRIAGE BOLT •12"LONG PINS MAY BE USED IN CLASS III AND II SOILS. •16"PINS ARE REQUIRED IN CLASS 4 SOILS. • • • • • . LONGITUDINAL BRACE DETAIL FOR SD3 PIER PAD OUTSIDE HOME BEAM MMLBC BEAM CLIP W/ 4 --)5"x1—Yt" CARRIAGE BOLTS . • rx2 J4" `! ) NOTES CARRIAGE BOLT • • MAXIMUM PIER HEIGHT 48" 1.I LONGITUDINAL MAX. SIDEWALL HEIGHT 96" BRACE TUBE ' MAX. BEAM SPACING 99.5" 2— 39" FOR 12" TO 24' PIER • •• • 2— 44' FOR 12" TO 32" PIER ' MAX ROOF EAVES 16" 2— 53" FOR 12" TO 40" PIER - . 2— 65" FOR 12' TO 48" PIER • NOTE: 1/2' BOLTS ARE GRADE 5. X2"x2-34" CARRIAGE BOLT • • WHEN USING LONGITUDINAL BRACES, 2ND PIER IN FROM THE END • IIIII,1 OF THE HOME MAY BE USED TO MAKE ROOM FOR BRACE TUBES. • • SD3 PIER PAD • ' LONGITUDINAL &LATERAL BRACING SYSTEM • DETAIL ASSEMBLY DRAWING . M • tNStO� KOME w • _ • .......11'c.n E•t A-• `, TERAL ADJUSTABLE " .— '' _ 1 - ` BRACE TUBE • '•r...'•l• ... `., \ ID NOSE B \. - . ... ,11:Caildel7P.E. : ; • I. ir '§[; P.egitfdedrEngireer • .n 'l�giT�� ,•fit,' �� ,,;"' .�G 1 BEAM �,`;��. _ OR r r s 1r CUP *•, DEU X STEEL 'i•alon..,,,r"�', �• :•C 4 PIER LONGITUDINAL �►—, . UP UP BRACE TUBE • • STEEL PIER PAD • The Minute Man Anchors LLBS WI ANGLE DRIVE • • Bracing System was tested for 'r PINS SO 3 DRIVE PIN . Wind Zones I;II,&III • Tested 10/10/01 . Rev.3/6/02 3,150 lb.WORKING LOAD ANCHORS WITH STABILIZERS AND FRAME • Rev.7/14/04 TIES ARE REQUIRED ON 4 CORNERS OF ALL SINGLE WIDE HOMES. • AN ANGLE AS LOW AS Rev'2/1/10 O 45 DEGREEANCHOR S UP TO 80 DEGREES WHEN ITTPS MAY BE INSTALLED WHHE R SOLE PURPOSE IS ' Rev 1/1/15 - VERTICAL ANCHORAGE • • • • • • • LLBS Longitudinal and Lateral Bracing System engineering certification for Wind Zones I, II &Ill, ground and concrete applications. moon*ear dna m11..1 it "a'l'3 1'18/'7'\S; ;e.4�pleir f� �+3�� FAY'., rafts IJIII®,Il,r t El�W7 'L O O: ,' y•, .A MILLI O'er • Maio. 3 moanQ`y`tt C�,�T ,;, - C/Ot t.n,o. a 1 .f.; 4 i �,�uY,m, 1 ,III11111„ Of NEIY. •"'"ttE OF �t• d`11'Hq'•',..,. ape ;��4. vtxtr•�0• JISp� jpty sVt Y �t10RR0/, tHOF ,/ •. ;,QP sty. :o;�at ,., .`D 4 1�.��11 q . a f•PAUL W. l 11 =41'ue iq, s •t fa' `` a ..''i m'. 1 E•72" 9 ` - 'k. No.2EO70 24 a i f/ tv wnnn•'a N',,,NV- nit.. . c.aeo iu;:c�:r '�y o►w'a4�se e� o�s51 9 c�iF 3t, Fcox, ` ; Alt• R 4 v e c\ c .. F v' tr: V i„ PA16MC 4 P O 9 G Q' O �J;{ 4y�,Q G y, �: Q aimv' k ,. • o orzEeaN '. " ! r,: • aua\` 1 h• 7 7 i/,• r fe. ., ....1•;,3,, aoµyll rl , •aOHT . „, i0,,,•, + EgF 3WN o �0 a *I HAYAN *: , i s L E. •w• *r. ruttr.NAY,L+ LW iS L.Laru ° 6'A7GOF R$. . � p ▪ ilk . ce:, �i 4. ✓ rWGLEAa 021.31Yrownay".+aw O„►aD:am; Ma M iaaa, • • •.``f,0FIV/if> :011,•1.t'�r,'•. 4yptftx¢rro �E J��a4 w �''�i ,;-.0,W'e4f/�•,0y '4".y�01� •4ti: v IA-.1ys PAUL ak'.. �, oa w��O i4 'G.lI ACM= % : •'. WILLIAM K YMM! f' • 24j pNN. eyl 1 ' PAN = '� 71 EI.1'NEEA W: , HAYMAN C .I.� , N V: 9. NO.IIfl! QF r\l =-: of }o an» t. . ,��. ':.4 r, grrN+,i 4i.. es.o ',N 1� - '.'' • 0 8 "if ,,Vfg • • • Os lIUMFWEE• 9f 9•a▪: No.15523 E c i eEms:��E+I1! 9 noe_ars =4! 21775 t�F. �.:. _ arc.? 's7:.•. 207a2 •:.5 9 P4O.W0270' W y0 �: o° ''',hian� o*iM1IIRO@. 2 i..12 'n �] 1u =1'4 f DESIGN DATA: E • DESIGN FLOW=700 GPD FOR TWO UNITS W/THREE BEDROOMS EACH (6 BR TOTAL JUN 16 2023 NEW STANDARD FIXTURES, (1.6 GPF&3 GPM MAX.) AN ELGIN SYSTEM IS PROPOSED AS A SUBSTITUTION TO PREVIOUSLY APPROVED SEEPAGE PITS TOWN OF QUEENSBURYo' 1-5 MINUTE IN N MATS PERCOLATION RATE W/ROWS ATE OF 1.7 G/SF BUILDING&CODES 1 ' 8 O(28UTLET DBOX W/SPEED DLEVELERS S OF 7 1750 GALL DC TANK r I ri IAA 115 EA 1 —G I I I 1 1 1 I e I 0 4 • ,. =,::-,. ..t. I 10. //I , --‘4.'N' ' _MIN_ PI 9, it ---13'-611 13'-6"— l LOTS ORIGINALLY AF CALCULATE ADDTT101 AND SIZE SHALLOW 2 BR DOUBLE - p CONSTRUCT SWALE .` RAIN INTENSITY,i=2 WIDE MOBILE • _i BETWEEN DOUBLE •f ADDITIONAL AREA FC HOME in WIDE HOMES,GRADE 1960 SF 'n SURFACE TO SWALE TIME= 1 HR i / RUNOFF: 2"X 1960 I STORAGE CAPACITY gr / 7� ) TIME FOR FULL SWA VG-CaA� FOR A 12"DEEP SW 4 te(5 F---r 12'' 7r �n /37 APPENDIX 75A SETBA n 28' I 28' TREATMENT AREA TO I TREATMENT AREA TO 1 ---1-- �\ ' 1 T ,-\ SEPTIC TANK TO WATE `\� I < an.,.rD»3rA..e 111 y M I PARKINGI24'X20' I I� \ I PARKING 24'X20' I 'G 01� Z � z ) I I I \ 1 I 1 II� 55.00. I _ SHUT OFF SHUT OFF ACCESS ROAD B PLAN - DOUBLE WIDE LOT SCALE 1"=20' INSTALL NO. 33041 STATE OF NEW YORK DEPARTMENT OF STATE y 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) ❑ RELOCATED MANUFACTURED(HUD CODE) A. Manufacturer's name: Ci- i l4'7 r fY:a p, C- ' i�✓G ;' Q i% /,4 B. HUD label number: I(IA ilo 1? r Serial number: C. Retailer's name: &f-/4 �.L�r/ice) t7 fL j'/1�i '%4./?2 D. Retailer's address: /3 a R/ 9 GrF fi4 ✓)Or e`r ,i.'``" /-)-S E. Retailer's certification#: it/FrE;�'°/ {' ' Telephone#: / 6 -.79 a' 2- ':.-7/ F. Installer's name: C-/-/4/71c'./)-4-/ ,.f J/-t)_CA"_1 /�-✓l i�% Gr�,..q.- 1.Pr G. Installer's address: Calf 7'& /7 /i>f J O 2 ✓y7 / 08`?' 1 Q 'b--•s H. Installer's certification#: f /��,1.��i.�ti. � / Telephone#: ���' 2 S ! I. Date installation completed: 1�1..3//?.3 Municipality issuing building permit: ' 6,4; e'-`-'se (City,Town,Village) J. Customer name and physical address(911)where home is installed: % 1 A PP= !.0 L/C ,NewYork. 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 of Person Signing Seal: 4.7`-'& Signature of Installer or Limited Installer: If you have a problem with your home,you should first contact your installer 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—Retain for Your Records Goldenrod Copy—Permitting Agency Seal—Affix to Home '