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26607-z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-27727 Date: 06/05/01 THIS CERTIFIES that the building NEW DWELLING Location of Property: 950 LEGION AVE MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 142 Block 2 Lot 15 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 7, 2000 pursuant to which Building Permit No. 26607-Z dated JUNE 21, 2000 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is INSTALLATION OF A MOBILE HOME AS APPLIED FOR. The certificate is issued to EUGENE & WENDY PACHOLK (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-99-0235 04/05/01 ELECTRICAL CERTIFICATE NO. N 557907 05/09/01 PLUMBERS CERTIFICATION DATED 05/24/01 ROBERT VAN ETTEN '-'X, I, /"-� /ut ori/;4d Si ature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 26607 Z Date JUNE 21, 2000 Permission is hereby granted to: EUGENE & WENDY PACHOLK 618 CARPENTER STREET GREENPORT,NY 11944 for INSTALLATION OF A MOBILE HOME AS APPLIED FOR. at premises located at 950 LEGION AVE MATTITUCK County Tax Map No. 473889 Section 142 Block 0002 Lot No. 015 pursuant to application dated APRIL 7, 2000 and approved by the Building Inspector. Fee $ 621.20 Authorize ignat e ORIGINAL Rev. 2/19/98 Form No. 6 TOWN OF SOUTHOLD t 1 cq BUILDING DEPARTMENT TON HALL 765-1802 JUN _ 4 APPLICATION FOR.CEITIFICATE OF OCCUPANCY A. This application must be filled in by typ PP iter OR ink and submitted to the building inspector with the following: for new building or new use: 1. Final survey of .property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form) . 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, _ Additions to accessory building $25.00. Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - .25ho 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential ,, $1A114 500, Commercial $15.00 Date . . . :�! / . . . . . . . . . . . . . . . . . . . . . . . . . . . New Construction. . Old Or Pre-existing Building. . . . . . . . . . . . . . . . . Location of Property. . . .:. . . . . . . . . . .. . . Ak-p. . . . . . . . . . . . . . House No. nn Street Hamlet Onwer or Owners of Property.. . .• ,Cl C �. .�/ e,1udr. CIM . . . . . . . . . . . . . 4 . . . . . . . . . County Tax Map No 1000, Section. . . .1? . . . .Block. . . . .�.��. . . . . . . .Lot. . . . . . . . . . . . . . . . . . . Subdivision. . .//. .. ... ... . . . . . . . . . . . . . . . . . . . . . . .//. . . .Filed Map. . . . . . . . . . . .Lot. . . . . . ...f. . . . . . . .... . , . . Permit No. . .a(19( Q.7. . . . .Date Of Permit./Vv /`4C) . . . . .Applicant. .4.U:-C-f:�.< . . . . . . . . . .Underwriters .Approval. . . L..l. . . . . . . . . . . . . . . . . Health Dept. Approval. . . . . . . . . . :. . . Planning Board Approval. . . . . . . . . . . . . . . . . . . . . . . . Request for: Temporary Certificate. . . . . . . . . . . Final Certicate. . . . :: . . . . . Fee Submitted- $. . . . . . . . . . . . te� S�tS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1� •APPLICANT O��g�FFO[�coG Town Hall,53095 Main Road C2 Z Fax(516)765-1823 P. O. Box 1179 10-0 • Telephone(516)765-1802 Southold, New York 11971 OFFICE OF THE BUILDING INSPECTOR ` TOWN OF SOUTHOLD C E R T I F I C A T I O N DATE: X0/ Building Permit No. P-6407 Owner: &1kM1cQ.i1 S. &Ckn L (plea,be print) Plumber: (please pr nt) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before methis day of Notary Public, �� Fr^-oL (< County ELIZABETH A STATHIS NOTARY PUBLIC,State of New York No.01 ST6008173,Suffolk Co4g Tern Expires June 8.2 ©jj O c� Gyp Town Hall,53095 Main Road H = Fax(631)765-1823 P.O. Box 1179 -y Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD April 10, 2001 Eugene & Wendy Pacholk 618 Carpenter Street Greenport, N.Y. 11944 To Whom This May Concern: We are unable to complete your Certificate of Occupancy because of the following reasons : XX An application for Certificate of Occupancy is not on file . (Enclosed) XX No Underwriters Certificate on file . XX The check is (not on file. ) $25 . 00 XX No Health Department Approval on file . No final inspection has been made . XX No Plumber Solder Certificate on file . (All permits involving plumbing being issued after April 1, 1984) . BUILDING PERMIT # 26607-Z Please contact our office on this matter. Thank you for cooperation. SOUTHOLD TOWN BUILDING DEPT. TYPICAL SINGLEWIDE —J---------------r ' •------------ /I-BFAwJ y - Li-eFau7-----------y TAG UNIT ----� TYPICAL DOUBLEWIDE TYPICAL DOUBLEWIDE W/TAG -------------- ��ItcelDe .o ° -` 1--------- ��1���T. 6� DBOUND ANCHDR/ �LDRUTIAINAL TIEDDWNs -- �{ .......... p MAL HORIZONTAL ANGLE • (SEE TABLE) ' o --------� �- : '� Z $I2 OR REAR I-BEAMmoo§MUM � Z--------- op4 TOP VIEW TYPICAL TRIPLEWIDE MAIN I-BEAM END DF HDME— SHOULDER-TYPE EYE BOLT, NUT&WASHER NOT PROVIDED MAN I-BEAM D I LDNGIIIIDWAL iIEi1DYMs -` L-T--i CROSS Y�ELBER STRAP ME GROUND ANCHOR MAX I(SEE TAM rGROUND LEVEL --1--r CABLE-FRAME TIEDOWN CONNECTION VERTICAL ANGLE 15 MEASURED FROM STRAP TO LEVEL HORIZONTAL PLANE 0 ANCHOR. SIDE VIEW FILE W 9321 1 2 TE-DOWN STRAPS 0 FRONT $ REAR OF EACH FLOOR. WIND ZONE B S NOMINAL UNIT WIDTH IIwU LL 48 PAGE 25 INGLEWDES WALEWIDES DOU6LEMAOES W/6/L ROOF PITCH ANDES DEOREEII 12 14 16 18' 24 26 1 28 32 24' 26 28' 32' ITRIPLEmalTAG MIITB MAX, VERTICAL ANGU 46 35 18 1 NA 42 37 32 13 35 26 19 NA 2J 42 MAX. HORIZONTAL AHC1E 2D 20 20 NA. 20 20 20 20 20 20 2D NA. 20 I 2D 2 TE-DOWN STRAPS 0 FRONT-9 REAR OF EACH FLOOR. WIND ZONE IB NOMINAL IMT WIDTH llril BINGLEWDES I DOIRILEWDES DOUNZIN DES W/5/12 ROD`PITCH ANGLES DECAMSI 12 14 1 16 1 18 1 24 1 26 26 32 24 26 28' 1 32 TRIPLEWIM TAG IMTB MAY CAL ANGLi 32 1 NA I NA I NA 1 27 1 17 1 NA I NA 11 1 NA I NA I NA NA 27 MAX HM70FNJAL ANGLE 1 20 1 20 1 NA I NA 1 20 1 20 1 20 1 Nk. 20 1 NA I NA I NA I NA 45 4 TIE-DOWN STRAPS 0 FRONT S REAR OF EACH FLOOR. WIND ZONE D NOMINAL WT WIDTH NwU SIIGLEWDES DOUBLEWDES DOIWLEWDES W/6/12 ROOF PITCH ANGLES OEMMSI 12' 14 16' 1 18 24' 1 26 26 32' 24 26' 28' 32' TRWI.EWOM TAG UMTS MAX VLRIIGK AN6U b2 51 1 51 1 45 61 1 58 E 56 50 57 1 54 51 43 52 NA MAY_ HORIZDNIAL ANGLE 45 45 45 45 45 45 45 45 45 45 45 45 45 NA 4 TIE-DOWN STRAPS 0 FRONT A REAR OF EACH FLOOR. WIND ZONE 0 NOMINAL IMT WIDTH INMU WMEWIDES DOMLEWIDES I DOIWLEWIDES W/5/12 ROOF PITCH ANGLES IDEGRFESI 12' 14' 16' 18' 24' 26 2B' 32' 24' 26' 2B' 32' ITRt:,E DES1TAG IMT$ MAX. CAL 56 49 41 31 1 54 51 47 39 1 49 45 41 E 42 Nk. MA% HORIZDNIAL ANGLE 45 45 45 45 45 45 45 45 45 45 45 45 45 NA TABLE W LONGITUDINAL 11EDOVMS ARE IN ADDITION TO DIAGONAL TIEDOWNS ALONG THE MAIN RAILS. GROUND ANCHORS, STAPS a CABLES (INCLUDING EYEBOLT, NUT, ETC.) SHALL BE CAPABLE (T RESISTING AN ULTIMATE LOAD OF 4725 Ibs. (315D lbs. DESIGN) MIN. INSTALL GROUND ANCHOP, IN ACCORDANCE WITH GROUND ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. SEE NOTE 2 PAGE 23. ANCHORAGE SYSTEM SUBJECT TO LOCAL INSPECTION AT THE TIME OF INSTALLATION. 4.) OTHER METHODS APPROVED BY LOCAL BUILDING AUTHORITIES MAY BE USED. LONGITUDINAL TIEDOWNS ARE NOT REQUIRED AT WIND ZONE I. 6.) IF A DOUBLEWIDE UNIT HAS A ROOF PITCH EXCEEDING 3/12 (i.e. 4/12) THEN USE 5/12 RDD'PITCH REOUIREMENTS. SET-UP PROCEDURES (Continued) ALTERNATE LONGI T UDINAL TIE-DOWN DETAILS sidewall perimeter joist e' eSAL e Max.Strap angle- :'• 4E .,........ o R' GtiS'I'S ,•% See table below. V. o• e 0.06"x 3"min.Galvanized steel strap w11- 3/8'X1/.4"slot. Strap is bent at a angle per r as o s OF table below. b a sossB�Ne�sy Hurricane Strap- Outrigger or x- See note 1. member at j front or rear. 1 ------•— —.—. ------ Ground Anchor Roof Peak Ground level i TYPICAL DOUBLEWIDE W/PERPENDICULAR TAG INSTALLATION 5th strap required on some doublewide applications. See note 3 below. 2 additional straps are required at each end of triplewide units at Wind Zone III. (B straps total) Optional Longitudinal Tie- Down(typical). 4_4! Roof Peak TYPICAL DOUBLEWIDE INSTALLATION TYPICAL TRIPLEWIDE INSTALLATION TYPICAL SINGLEWIDE INSTALLATION TABLE SD NOTES: Max.Strap Angle 1) Longitudinal tie-down connectors are optional. Home may be longitudinally (dearees) tied-down per standard details on previous page. Unit Wind Wind 2) See page 19 for hurricane strap and ground anchor requirements. Hurricane Width Zone// Zone M strap and ground anchors to be rated for 3150 lbs.working load minimum. 12'wide 48 37 3) 5th strap required for 32'wides at Wind Zone III, 32'wides with 5/12 roof *g 14'wide 39 20 pitch at Wind Zones II, and 26' &28'wides with 5/12 roof pitch at Wind Zone 16'wide 26 NA Ill.. 5th strap is optional for 32'wides at Wind Zone Il, 26' &28'wides at in 18'wide NA NA Wind Zone Ill,28'wides with 5/12 roof pitch at Wind Zone 11 and 24'wides 24'wide 45 32 with 5112 roof pitch at Wind Zone Ill. 26'wide 41 25" 4) If a doubiewide unit has a roof pitch exceeding 3/12 (i.e.-4/12)then use 28'wide 36 13' 5/12 roof pitch requirements. a 32'wide 22' 27 0 24'wide 39 21' * Strap angle may be 42 degrees for 32'wides at Wind Zone Il,with opt. 5th strap. 26'wide 33 36 Strap angle may be 43 degrees for 26'wides at Wind Zone Ill,with opt. 5th strap. a 28'wide 26' 30 Strap angle may be 39 degrees for 28'wides at Wind Zone Ill,with opt. 5th strap. 32'wide 33 NA Strap angle may be 44 degrees for 28'wides with 5/12 roof pitch at Wind Zone II, Tri lewide 30 39 with opt. 5th strap. Tap Unit 45 32 Strap angle may be 42 degrees'for 24'wides with 5/12 roof pitch at Wind Zone III, with opt 5th strap. Z7 SET-UP PROCEDURES (Continued) TIE DOWN STRAP INSTALLATION EXAMPLE To properly install ground anchors and tie-down straps spacing should not exceed 12 foot on center. If the home for a home, certain criteria must be established.This criteria were placed in a Wind Zone 11 or III area, the tables or is as follows: pages 23 or 24 would be used. 1. Width of the home. Next, determine the correct soil anchors to be used. Ar 2. Main I-beam spacing of the home. anchor soil test probe is required to test the soil where the example home is to be set.The soil test probe looks like e 3. Wind Zone area where home is to be placed. long drill bit with a fitting at the top which accepts a torque 4. Distance from bottom of I-Beam to ground. wrench. The torque required to tum the probe, when the probe reaches the desired anchor depth is measured.The 5. Torque reading of the soil. anchor manufacturer provides a chart relating the measurec 6. Nominal Roof pitch of unit (for doublewides). torque value to the type of anchor required to provide the desired holding force. Fer'this example assume the home being installed is a AN INCORRECTLY SELECTED ANCHOR WILL NO7 14 foot wide(singlewide) by 66 feet long.The home is being installed in Wind Zone 1, and the main I-beam spacing has PROVIDE THE REQUIRED LOAD RESISTANCE. been established at 99-1/2 inches.The home has a 12 inch For this example, assume a torque of 300 inch-pound: tall I-Beam, and the clearance from the I-beam to the ground was measured at a probe depth of 4 feet.A class 4 soil is is measured at 20 inches. To determine the distance (H) indicated from the anchor manufacturer data. The correc from the ground to the underside of the floor add the I-beam anchor would be identified and rated for a class 4 soil. depth(12')to the clearance between I-beam and the ground (20'x.Therefore H = 12"+20"=32". Soil anchors must be installed as directed by the anchor manufacturer. If the direction of the pull is not in line with the From Table 5 on page 21 (Wind Zone I) determine the shaft of the anchor, a concrete cylinder collar or a grounc maximum allowable strap spacing. Enter table at left hand anchor stabilizer plate is required.The anchor manufacturei side for 14' wides, and check the maximum pier height (H) installation instructions should describe the correct anchor for 99.5" I-beam spacing. H max. = 35"with straps/anchors placement with regard to direction, water table level anc Spaced .at 12' o.c. maximum. Therefore, tie-down strap frost line location. 28 SE7-UP PROCEDURES (Continued) DOUBLE-WIDE EXTERIOR CLOSURE HARDBOARD SIDING: Fasten the precut strip of masonite with 8d galvanized nails around windows (if required) as illustrated by the details in (head should be painted to match the siding) 4" o.c.around Figure 5-18. (in cases where the masonite has to be cut to the perimeter and 8" O.C. on the intermediate studs. Apply fit in the field, the ripped edges should be strained to match trim and caulking at the centerline, horizontal joints, and the siding with acrylic latex stain.) FIGURE 'A' FIGURE 'B' VERTICAL MASONITE APPLICATION DOUBLE WIDE MASONITE NOTE: CLOSE-OFF APPLICATION USE 80 GALVANIZED G Jp5 UNIT BOX NAILS W/MIN 34e"DIA. HEADS @ 4"O.C. AROUND PERIMETER AND 8" O.C.-,\ AT INTERMEDIATE i (8' BUTYL(a1 CAULKING STUDS. JOINT MASONITE i , I I , 4-TYP. I c ! SIDING • I 144-'4 . MASONITE 4" 1lie" CLOSE-OFF FIELD INSTALLED Be GALVANIZED .-Jr TYR � W/8°GALVANIZED BOX NAILS BOX NAILS 4"O.0 lye" 8"O.C. PERIMETER 'TY_R' JOIST •�( _STAIN BOTTOM STAIN EDGES TO UNIT EDGE MATCH MA$ONITE (SEE NOTE #11 FIGURE 'C' FIGURE 'D' VERTICAL JOINT HORIZONTAL JOINT MASONITE SIDING CAULK JOINT Wi FLASHING BUTYL CAULKING—\ MASONITE 1 STRIP (RIP FROM 3+%" •� SIDING SHEETS) MASONITE, MASONITE USE 8°GALVANIZED SIDING SIDING STAIN EDGES BOX NAILS 4"O.C. USE 80 GALVANIZED TO MATCH BOX NAILS 4" O.C. W/MIN 3;,e'•DIA. HEADS MASONITE SIDING —/ (MAY BE LAP SIDING) FIGURE 'E' TYPICAL WINDOW TRIM APPLICATION STAIN EDGES CAULK WITH (SEE NOTE #1) BUTYL CAULKING 8" 8" y TO MATCH TRIM �T p. NOTES: TYP. 1. ALL RIPPED EDGES TO BE STAINED WITH MATCHING BUTYL ACRYLIC LATEX STAIN FROM SIDING MFG. 8"t CAULKING TO MATCH TYP. TRIM (FILL RABBETTED `. AREA) USE Be GALVANIZED BOX NAILS WiMIN 3,iC DIA. HEADS Fig. 5-18 29 SE gUMD PROCFDURF-S (Continued) DOUBLE-WIDE EXTERIOR CLOSURE VINYL LAP SIDING " Apply a 2"wide strip of duct tape at the marriage joint of STAGGER PANELS the endwalls for the entire height of the walls.Apply the duct AS SHOWN � tape directly over the sheathing. ' The siding panels should be attached using galvanized , - steel or aluminum 16 ga. 1/2 by 1" staples. (6d galvanized nails may also be used). Staples should be driven so that / there is a 1/32" clearance between the siding and staple crown to allow some lateral movement. Fasten every 16" at the stud location. See Figure 5-19 Detail A for proper fastening. Snap the bottom course of siding into the starter strip and fasten to the wall. Leave a 1/4" space at corner posts and'J'channels around window and door openings to allow for expansion. Do not fasten within 4" of an accessory.Ver- DETAIL B tical butt joints in panels should overlap 1".Do not fasten the panel within 4" of the joint. install vinyl, aluminum, felt or other suitable material for flashing at bottom corners of doors and windows per Detail E.Apply around ks, water faucets, other small and light bloc ( I Install successive courses similarly to the first.Butt joints in adjacent courses should be offset by at least 24". Joints _ in alternate courses should be aligned vertically(see Figure - 5-19 Detail B). Panels will have to be out at headers and sills. A single panel should extend without joints across the width of the opening. When cutting a panel at a sill, measure the dis- tance between the bottom of the opening and the top lock of the lower course,then deduct 1/4" (See Fig.5-19 Detail C). DETAIL D Slide the cut panel into the under sill trim and install.Note that the undersill trim piece may have to be furred to main- MARK ANGLE 7 SCRAP tain the proper pitch of the siding. FOR CST PIECESSIDINF Measure and cut the header panel in the same manner ERN as indicated above. _ °"FCW �: •- FCK1 The top sections at the gable will need to.be angle cut. , ANGLE Use two scrap pieces of siding to make a pattern (See Fig. 5-19 Detail D). Interlock one piece with the siding panel below.Hold the other piece on top against the gable.Mark a DETAIL D line on the bottom piece-and cut.Use this piece as a pattern for cutting gable pieces. install the gable pieces by inter- • locking with the lower course,.sliding into the gable 'J' rail J-TRIM and fastening. avErtr �naM w�eaM _ APO" i ALL PURPeSE TRIM 1Z i i DETAIL A FIC. 5-19 DETAIL E 30 SE's UJP PROCEDURES (Continued) SHINGLE ROOF CLOSURE INSTALLATION OF SHINGLED ROOF: 1.Fold back underlayment paper. decking on both halves of home, directly adjacent to the 2.Remove the 12 inch wide sheathing at the ridge beam of roof peak. each half which was temporarily secured to the roof at 6.Tack roof underlayment paper back in place. the factory. 7.Staple additional underlayment strip down, centered at S.Bolt the ridge beam together as outlined on page 18.For ridge. models with heat ducts in the roof cavity make the inter- connection of two units by running the provided flexible S.Fasten drip cap to sheathing at roof edge (above felt). duct through the access hole in the ridge beam.After the 9•Complete installation of shingles (See Fig.5-22). mechanical connection is made, tape the joint with 2 10.Cut shingles for ridge cap and install as shown in inch wide duct tape. Figures 5-24 and 5-25. 4.See Fig. 5-21. Reinstall the 3/8" x 12" wide sheathing NOTE: TO PREVENT WIND LIFTING AND POSSIBLE using 16 gauge x 7/16"x 1-1/2"staples or 8d twist nails LEAKAGE, THE RIDGE CAP SHINGLES SHOULD BE 4 inches on center at butt joints and 3 fasteners (4"o.c. ORIENTED WITH.RESPECTTO PREVAILING WINDS AS on 5/12 roof pitch units at Wind Zone II & III) at each INDICATED IN FIG.5-25. truss between joints. 5.If home is to be set in a Wind Zone II or III area, then 11.Install closure cap at eave joint (See Fig.5-26). apply a 6" wide strip of asphalt cement to the roof 12.See supplement for ridge vent if applicable. ti FIELD INSTALLED SHEAT MING UNDERLAYMENT PAPER (3 COURSE»` FRIDGE SHINGLES eg3ysNAG� SITE INSTALLED SHINGLES24'SHINGLE UNDERLAYMENT STRIP FIELD INSTALL UNDERLAYMENT 30'SHINGLE PAPER FIELD INSTALL FOLDED BACK FOR h `` 3e'SHINGLE BEAM BOLTING��� SHEATHING h - DRIP FIELD INSTALL -� CAP SEE FIG. FOR FASTENING REQUIREMENT RIDGE BEAM IF THE ROOFING IN THE AREA OF TIE FRIM RAKE HAS SEEN COVERED YO PROTECI FROM WIND OHAAGE OURMIG TRANS11 THE PROTECTIVE COVERING. AND FASTENERS ARE 10 BE CAREFULLY REMOVED. SEAL THE FASTENER HOLES WITH ASPH%LT ROOM CEMENT. Fig. 5-21 Fig. 5-22 31 SET-JP PROCEDURE-S ('Continued) DOUBLE-WIDE SHINGLED ROOF FASTENEP.S: USE I° -CROWN X I"'LEG 16 GA GALVANIZED STAPLES OR IY4" 12 GA. GALVANIZED ROOFING NAILS WITH 3/8' DIAMETER HEADS 3G°SHINGLE tel_ x x x x 12° CUT SHINGLE INTO 3 PIECES WIND ZONE I AS SHOWN BY DOTTED LINE 3G"SHINGLE-- WIND HINGLEWIND ZONES llt= NAIL I°.FROM EACH END 55/gABOVE EXPOSED BUTT 8 %ABOVE EACH CUT OUT FIG. 5-23 FIG. 5-24 NAIL OR STAPLE RIDGE SHINGLES AS INDICATED. SEE FIG. 16 FOR FASTENER APPLY CAULKING SIZES TO CLOSURE CAP Q � f i 5EXPOSURE RIDGE LINE Fla. 5-25 FIG. 5-26 SET=UP PROCEDURES (C®niinued) UTILITY INTERCONNECTION ELECTRICAL INTERCONNECTIONS OF DOUBLE-WIDES Bonding Chassis halves floor joist construction are to be boned together with the provided bonding wire and lugs (See Page 43). Electrical Crossover IN 1- 1 NOTE: ALL ON-SITE ELECTRICAL WORK MUST / Pull BOX BE PERFORMED BY QUALIFIED PERSONNEL. Hole or notch BEFORE CONNECTING ELECTRICAL in joists CROSSOVER ASSURE THAT POWER HAS NOT Plywood access cover YET BEEN CONNECTED. FIG. 5-28A Endwall Crossover The procedure for this interconnection is as follows: 1. Feed wires from side B through metallic wire protectors into junction box or Sub-Panel in side A (See Fig. 5- 27). 2. Staple wires within 8 inches of junction-box or Sub Panel to side of stud at centerline of stud. 3. Remove cover from junction box inside home; out wires 1 211 to length allowing a minimum of 4 inches of free wire extending from box. Cable Splice Hole or notch 4. Strip approximately 1 inch of wire and connect like cir- in joists cult numbers (white to white, black to black, ground to ground, red to red on multi-circuits and 240V circuits with the provided wire nuts. FIG. 5-28B 5. Push wires into box and replace cover. NOTE: SOME MODELS MAY.HAVE ELECTRICAL CROSSOVERS AT FRONT AND REAR. Below Floor Crossover . The correct procedure is as follows: Endw l ACCESS TO JUNCTION I Sid Bo 1. Remove the pull box covers and install the provided con- SideIDE HOME duit and conductors between the boxes(See Fig.5-28). FACTORY INSTALLED 2, Usin the rovided wire connectors, connect like circuit WIRE PROTECTORS g pINO numbers(white to white,black to black,ground to ground, red to red on multi-circuits and 240V circuits). 3. Push wires into boxes and replace covers. In Floor Crossovers In Floor Pull Box. The correct procedure is as follows: PIG. 5-27 1. Remove plywood access cover to pull box and cut bot- tom board on opposite half for access to wires,(See Fig. 5-28A). 2. Feed wires through hole or notch in joists into junction box. 3. Attach wires as described in steps 3 and 4 for endwall crossover. 4. Replace access cover and tape bottom with provided tape. PULL BOY. PULLBOX In Floor Cable Splice FIELD INSTALLED �l CONDUIT&CONDUCTORS The correct procedure is as follows: (MATERIALS PROVIDED) 1. Remove bottom board access covers (See Fig.5-2813). 2. Feed cable through hole or notch in joists. FIG. 6-28 S. Connect cable splice together. �a SET-UP PROCEDURES (Continued) 4. Replace access covers with provided bottom board tape. EN®WALL CABLE SPLICE Note: If unit has multiple cable splices the circuits will be The correct procedure is as follows: identified by the attached code markers. 1. Remove access panels on exterior side of endwall (see Fig. 5-28C). 2. Uncoil wire located inside endwall. Endwall 20 Amp Nor~ studs Metalltocable S. Connect cable splice halves together. F)aedcr pn�.�Type � 4. Reinstall access panels. access panel Me splice(°n beth sputa lice Note: If unit has multiple cable splices the circuits will be halms' Molex " identified by the attached code markers. Fasten with part nc. wood screws 19045). U)wall studs. Pleating Crossover There are two basic hookup procedures for all design: The first procedure is the standard design and is a singi 12" diameter flexible duct.The second procedure is an of tionat design that includes a varying number of 5"or 6"cross over ducts that are installed in the floor. Factory installed wire The method of installation for the standard design is E During transit tree ends of protectors over notches cable are colied and secured follows: In studs in the wall Marriage Line for cavity. 1. Connect each and of the provided insulated 12" dian Double wide eter flexible duct to the metal duct connector on sac FIG. 5-2BC half of the home by sliding duct over metal tabs on du connector. 2. After mechanical connections are made,tape each co INSULATIONRIM JOIST FUD BLE DUCT rFLOOR DECKING nection with 2-inch wide duct tape to ensure an air-tig / seal. 1 r, 3. Permanently secure the crossover duct with straps s shown in Fig. 5-29. Do not allow duct to rest on ti — �'_�3,-�T ground. Maintain at least a 4-inch clearance betwel i PLYWOOD REINFORCING duct and the ground. 807TOM BOARD ;� ; ; ; ; ;; ;, J� ;PLATE PP.EACH SIDE) The method of installation for the optional design w STRAP SPLICING COLLAR standard frame is as follows: 1. Remove access panels,at crossover ducts.The acce panels are located below the floor. OPTIONAL CROSSOVER DUCTS FOR STANDARD FRAME 2. Cross cut bottom 3. Extend the flexible ducts 81'ard at holes from half othrough rcing plat( access holes. See Fig. 5-29A. 4. Connect the flexible ducts together per the provided mai facturer instructions using the splicing collar provide FLEXIBLEDUCTRIM JOIST SPLICING COLLAR FLOOR DECKING 5. install a strap around duct and attach to the rim jois 7 \ 6. Tape bottom board closed with provided tape. 2 , , , � � ' , The method of installation for the optional design N , , , , e e � 1 integral floor/frame or Perimeter frame is as follows. 1 1 1 , e e e „ e e l 1. Locate crossover locations as indicated by spray pI LSL OR LVL BEAM s/ on rim ioists and bottom board. ILOOR FRAME STEE L I-B EAL M w/PERIMETER 2. out out bottom board at rim joists for crossover conn FRAME tions. BOTTOM BOARD ACCESS AREA(TYP.) S. Cut the bottom board below floor for access to flex 1 _ r ducts. See Fig. 5-29A. 4. Extend the flexible ducts through the cutouts in the OPTIONAL CROSSOVER DUCTS FOR INTEuRAL joist from the half with the furnace to the other half. FLOORIFRAME OR PERIMETER FRAME. 5. Connectthe flexible ducts togetherperthe provided m,, facturer instructions using the splicing collar provit FIS. 5-29A 6. Push the floor insulation against rim joist and tape tom board closed with provided tape. ft A SET-UP PROCEDURES (Continued) DOUBLE-WIDE UTILITY INTERCONNECTION SUPPORT STRAPS (TYP.) DU7be DUCT NOTE: Someuire that an connecaxles the ssover duct or CROSSOVER DUCT NOTES: 5 STRAPS AS SHOWN TO FLOOR connect the home air distribution JOISTS. MINIMUM CLEARANCE TO appliance.system to the heating-cooling FIG. 5-29 GROUND TO BE 4". Gasline Crossover Drainage Line Cross Connect Applicable only to models with gas appliances on both Applicable only to models with plumbing on both halves. halves.The listed flexible connector supplied with the home The connection may be made with field assembly of fac- must be used to make the connection.This connection will tory supplied parts (Refer to drainage of 2.bath models, be located beneath the home. page 40), or when the below floor plumbing is factory in- stalled, a flexible coupler is used as follows: Use only the NOTE:DO NOT USETOOLSTO CONNECTOR REMOVE approved flexible coupler provided (1'/2 inch, 2 inch or 3 FLEXIBLE CONNECTOR QUICK DISCONNECT. inch, as required). See Fig. 5-32. 1. Remove protective caps from the connector. 1. Slip the flexible coupler over one and of the drainage 2. Connect the quick disconnect fitting. line. 3. Test for leaks with soapy water. 2. Align the pipes and center the coupler over the joint. Waterline Cross Connect 3. Tighten the clamps and check for leakage. Applicable only to models with plumbing on both halves (Fig. 5-30&5-31). 1. Remove the shipping caps from water lines and install provided connector. FLOOR 2. Check for leaks. 3. In areas where exposed, piping is subject to freezing. Protect exposed piping with heat tapes listed for use on manufactured homes, and insulation. It is recommend- ed that only U.L. listed heat tapes be used and installed in accordance with their listing. MAKE WATER CROSSOVER WITH CONNECTORS PROVIDED WITH THE HOME ALT. WATER, LINE CROSSOVER FIG. 5-31 NaEEsw SDE,OST CpRFR RIX PIPE\��hA�FLWA OE-1, - � \ DRAINAGE PIPE O O RM ADAPTED FLPEX IIBBLE NOR:WO NATER uu C0AdC10N �NVEM ANO AM DOM COUPLER NTH Pl9AA10N W IAEOWG TO POUT COIINECION ANC MMATES. MAION OF NAM LM FIG. 5-30 FIG. 5-32 SETUP PROCEDURES (Continued.) INSTALLATION OF EXTERIOR LIGHT FIXTURES FACTORY INSTALLED LIGHT BOX ELECTRICAL CONNECTIONS SHOULD BE MADE ONLY BY QUALIFIED PERSONNEL. MAKE SURE POWER IS OFF BEFORE-INSTALLING LIGHT. ,,, p The correct procedure is as follows: 1. Install threaded tube in the strap secured to the fixture = outlet box as shown in Fig. 5-33. 2. Apply caulking around base of light fixture to insure a E) O water tight seal to side wall. (NOTE: On units with ma- �3 sonite siding, make certain the flashing ring is installed THREADED around outlet box.) ROD 3. Connect wires,black to black,white to white,and ground NOTE: SOME LIGHTS WILL to ground, using wire nuts. USE TWO BOLTS WHICH THREAD INTO THE MOUNTING 4. Push wires into box and secure fixture in position using STRAP IN LIEU OF THE the nut provided on the threaded tube. Install the bulb. THREADED ROD ILLUSTRATED FIG. 5-33 VENTILATION OF SKIRTING AND CRAWL SPACE ENCLOSURE Skirting or other crawl space enclosures,such as found- enclosure be adequately ventilated. Ventilation openin ations,not only add to the appearance of the.home but also need to be provided in the foundation or skirting along provide important benefits in the reduction of heat loss. least the two long walls of the home.The total area of ve Enclosures also aid in reducing the danger and inconve- tilation openings should be at least 1 ft2 for each 150 ft2 nience of damaged plumbing through freeze-up. crawispace area.An opening should be located within 3 Skyline Corporation recommends enclosing the under- of each corner. side of the home; however, it is very important that any PORCHES AND DECKS METAL ROOF TIGHTENING Some Skyline manufactured homes are constructed Metal roofs may be tightened by the use of bonc with factory-built porches or decks along the front, rear or washers secured to the roof rafter with #8 x 11/4" scre, main entry door side of the home. Porches and decks may placed in rows of four across with width of the roof and sp be constructed with pressure treated wood floors which ed at approximately 48" O.C. along the length of the r( readily permit the passage of rain and/or snow through the Care must be taken to assure that the screws are plac floor. The area under porches or decks constructed with to penetrate the rafter. After application the screw he-, pressure treated decking lumber must be separated from the and washers are to be sealed with a roof sealant mates crawl space enclosure of the remainder of the home. Ex- cessive moisture in the crawl space can be the cause of window 'or ceiling condensation and other problems associated with high moisture levels in the home. CHAPTER 6 INSTALLATION OF OPTIONAL FEATURES ELECTRIC DRYER VENTING GAS DRYER INSTALLATION Homes factory equipped with an electric dryer receptacle Homes factory equipped with a gas dryer will also have will also have the moisture-lint exhaust system roughed-in. the moisture-lint exhaust duct and termination fitting pro- To complete the moisture-lint exhaust system the following vided. To complete a roughed-In system follow steps 1-5 must be performed: under Electric Dryer Venting. 1Homes with "stubbed-in" gas service will also have the . Remove the covers over the vent hole in the floor. moisture-lint exhaust system roughed-in. However, the ex- 2. Push the duct through the hole provided in the floor and haust duct and termination fitting are not provided. Such connect to the dryer in accordance with the dryer manu- termination fittings should be supplied with the dryer at time facturer's instructions. of installation. The gas connection and completion of the NOTE: Some dryer manufacturers require that moisture lint exhaust system must be made by qualified metallic duct be connected to the dryer and routed personnel in accordance with the dryer manufacturer's through floors and/or sidewalis. installation instructions.The gas connection must be tested (See Utility Hook-up and Testing) prior to use of the appli- 3. Secure the termination fitting at the outside edge of the ance.To complete the moisture-lint exhaust system, follow floor. steps 1-5 under Electric Dryer Venting. NOTE: The termination fitting must be installed such GRILURANGE VENTING that the dryer does not exhaust beneath the home.This When a home is provided with a combination range may be accomplished by attaching the fitting to a piece (cook top)/grill that contains its own exhaust system, the of exterior grade plywood or, If the home is skirted, exhaust must be routed such that it does not terminate beneath the home. To complete the exhaust system the directly to the skirting. following must be performed: 4. Secure the flexible duct to the termination fitting with the 1. Remove the cover on the factory installed exhaust pipe provided clamp.(Do not use sheet metal screws or other protruding from beneath the floor in the vicinity of the devices which extend into the interior of the duct. range. 2. Secure the provided termination fitting at the outside 5. Seal the duct penetration through the floor with a good edge of the floor. grade of caulking. 3. Run the provided flexible metallic duct between the elbow protruding from the floor and the termination fit- CAUTION:MATERIALS WHICH MAY BE PROVIDED FOR ting.Support the duct and make the connections per the THE MOISTURE-LINT EXHAUST SYSTEM ARE NOT manufacturer's installation instructions provided with the ACCEPTABLE FOR INSTALLATION OF GAS DRYERS. grill/range. GAS WATER HEATER VENTING Homes factory equipped with certain types of gas water heaters may require special provisions to ensure proper ventilation. If the gas water heater installed in your home is not independently vented to the exterior of the home through a grilled opening in an exterior water heater door, then the following provisions must be followed. A. If the home is set on a crawlspace, or piers and skirting is used, then an air intake opening with a minimum free area of 32 square inches must be provided in the foundation wall or skirting. If the opening is covered by louvers or screen, the total free area must be 32 square inches. The air intake opening should be located as close as practical to the water heater location. B. If the home is set on a basement, then the following steps must be taken: 1. Fabricate a plenum box to encompass the air inlet assembly without alteration to the air inlet assembly itself.This plenum must have a minimum horizontal dimension of eight (8) inches.The minimum clearance between the air inlet assembly and the inner wall of the plenum shall be two (2) inches.The vertical height of the plenum shall be as necessary to ac- commodate the air inlet assembly without alteration.The air inlet assembly is a round tube that is extended from the bot- tom of the water heater through the floor. 2. To ensure proper air entry into the fabricated plenum box, a 6 inch minimum round (or equivalent cross-sectional area) duct is required.The duct shall be of a smooth surface, rigid variety (no flex pipe) and shall be connected to the plenum in a manner that does not reduce the cross sectional area of the pipe. 3. The air inlet shall be of damper less type and provide a free area not less than the cross-sectional area of the duct.A screen, if used, shall be 1/4 x 1/4 inch minimum. INSTALLATION OF OPTIONAL FEATURES URES (Continued) PADDLE FAN INSTALLATION FOR DOUBLE WIDE HOMES WIRED FOR MOUNTING ON CENTER BEAM A. FLUSH RIDGE BEAM wire to be inserted in electrical box without bindi For proper ceiling fan installation,an electric outlet box against center beam during installation. and the decorative center beam to contain the box have b. Leave approximately 4" of wire free in the box. been provided for-attachment to the ridge beam at the unit centerline. 5. Secure the center beam in place over the center li CAUTION: BEFORE FOLLOWING THE STEP-BY-STEP joint. Be sure that fan suppiy wire is not pinched PROCEDURE, BE SURE THAT POWER TO FAN WIRE penetrated with beam fasteners. IS OFF 6. Secure electrical box to ridge beam with#8 x 21/2"we 1. Remove the fan manufacturer's installation instructions screws through the two holes in the top of the bo: from the package and determine the method of fan at- tachment to the beam. (Also see Fig. 6-1 below.) 7. Strip about 3/4" of insulation from the white and blE conductor ends. 2. If the center beam (shipped loose)does not contain a precut hole for the electrical box,cut a hole with a hole 8. Position the non-combustible flash ring (provided)Cr saw approximately 1/4"larger than the box diameter at the electrical box so that finished surface (adjacent the proper location.(center line of hole should line up electric box)which is to be covered by fan canop) with location of supply wire through ceiling) and not exposed. centered in the width of the beam. 3. install the box in the hole and secure flange(Plastic box 9• Follow the manufacturer's installation instructions mounting the fan assembly to the box and for electri only) to the center beam with 4 - #6 x 1" screws. wiring of the fan. Use provided electrical connectors 4. a. insert the ceiling wire through a knock out hole in splicing wire. Be certain that fan is grounded the side of the electrical box. NOTE: It may be specified in manufacturer's instructions and that wi necessary to cut a notch from the top on the supply are connected properly (white to white and black wire side of the center beam hole to allow the supply black). DOUBLE WIDE RIDGE BEAM 46 2x6 CENTER BEAM — SHIPPED LOO CEILING BOARD ; FOR FIELD INSTALLATION SUPPLY WIRE COILED & SECURED HOLE FOR BOX CUT THROUGH 2xi FOR SHIPMENT (MAY BE CUT IN PLANT OR IN FIE NOTCH BEAM AT HOLE IF NECESSARY SECURE BOX TO RIDGE BEAM W11 FOR WIRE CHASE 2-#8x2lh" WOOD SCREWS SECURE BOX TO 2x6 CENTER BEAM (FIELD INSTALLED) WITH 4-#6x1" WOOD SCREWS ELECTRICAL BOX (SEE NOTE 1) (FIELD INSTALLED) SUPPLY WIRE INSERTED IN FIELD THROUGH SIDE KNOCKOUT OF BC NOTE: APPLICABLE TO U.L. LISTED PADDLE FAN WITH A SWIVEL TYPE MOUNTING BRACKET. FIG. 6-1 i INSTALLATION OF OIFTIONAL FEATURES (Continued) B. PROTRUDING RIDGE BEAM S. Place the prefab box in its final position on the beam For proper ceiling fan installation, a prefabricated box and secure the box to the beam with #6 x 2" wood has been provided and includes the electrical box for con- screws (provided) in the metal corner braces. tainment of the spliced wires with their connectors. 4. Strip about 3/4" of insulation from the white and black The prefab box is also designed to conceal the wire conductor ends. which is run through the ceiling where the fan is to be 5. Position the non-combustible flash ring (provided)over located. CAUTION:.BEFORE FOLLOWING THE STEP-BY the electrical box so that finished surface (adjacent to STEP PROCEDURE, BE SURE THAT POWER TO FAN electrical box)which is to be covered by tan canopy is WIRE IS OFF. not exposed. 1. Remove the fan manufacturer's installation instructions 6. Follow the manufacturer's installation instructions for from the package and determine the method of fan at- mounting the fan assembly to the box and for electrical tachment to the beam. wiring of the fan. Use provided electrical connectors for splicing wires. Be certain that fan is grounded as 2. Insert the ceiling wire through a side knock out hole specified in manufacturer's instructions and that wires in the electrical box. Secure the wire in the electrical are connected properly (white to white and black to box clamp at a point approximately 4" from its end. black). BEAM—� \ FAN WIRE FROM MIUNG ELECTRICAL BOX -FAB BOX FASTENED TO OEM CLAMP WIRE AT BOX INLET; V/2-16x2 SCRM EACH SIDE CLAMP PROVIDED W H BOX. K Mitt FREE CABLE�N BOX) FICA. 6-2 INS L I TION OF OF'IONAL EELATURES (Continued) AIR CON©MONING ELECTRICAL CONNECTION (Factory Provided Circuits) THE ELECTRICAL CONNECTION SHOULD BE MADE The electrical connection is via a branch circuit terminath ONLY BY OUALIFIED PERSONNEL. THE COMPLETED in a junction box beneath the home (See Fig.6-3).The fie INSTALLATION MUST CONFORM TO ARTICLE 440 OFTHE installation wiring beyond the junction box,must incorporate NATIONAL ELECTRICAL CODE AND APPLICABLE LOCAL fused disconnect(sized in accordance with NEC Article 44 CODES. located within sight of the condensing unit.The maximum fu Factory installed branch circuits for air conditioning are in- size to be used with the fused disconnect,is marked on ti dicated on the data plate under the heading"Rating of Factory condenser-data plate.The acceptability of the air conditioni Installed Circuit."The maximum full load ampere draw for the equipment,rating the location of disconnect means,fuse ty desired air conditioning unit must not exceed the indicated branch circuit protection, and connections to the equipme branch circuit rating."A"coil air conditioning units installed must are to be determined by the local inspection authority. be listed for use with the furnace in this home; for air condi- For some models the electrical-connection is made to t tioning installation, see the instructions shipped with the air home via a separate rigid conduit.The conduit is 1"and is r conditioner.If a self-contained air conditioner is to be installed from the panelboard and terminates below the bottom boa and connected to the heating supply duct the installation must A PVC cap is cemented to the end of.-.theconduit and tl include a damper beneath the furnace to prevent cool air from must be cut off to provide access to the pane[board.WirinE "backing-up" into the furnace during the cooling mode and a then installed from the panelboard to the air conditioner per damper at the air conditioner supply to prevent heated air from applicable NEC & local codes and all requirements list "backing-up"into the air conditioner during the heating mode. above. It is recommended to wrap the dampers with insulation. Condensation should not be allowed to drain under hon NOTE: REFER i0 N.E.C. AND AIR COND. INSTRUCTIONS FOR INSTALLATION REQUIREMENTS DISTRIBU T ION PANELBOARD FIELD PROVIDED 6, INSTALLED JUNCTION BOX FUSED DISCONNECT BENEATH HOME REMOTE CONDENSING UNIT CONDUIT 111 =IU=111= FIG. 6-3 NOTE: THE ELECTRICAL CONNECnON SHOULD BE BLACK. . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . High I MADE ONLY BY QUALIFIED PERSONNEL. RED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Low I GREEN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Grol 1. On models equipped for installation of optional evaporative cooler, install the roof-mounted cooler ac- EVAPORATIVE COOLER cording to the instructions with the cooler. For coolers without an integral air duct the cooler box shall be. lin- LOCATED ON ed with .016 in.metal.The factory installed branch cir- ROOF OF HOME cult for the cooler is sized for a maximum cooler eiec- WEATHERPROOF trical load of 12 amperes. 120 V. AC, 60 Hz. BOX 2. Remove the cover from the roof-mounted junction box and make the connection of the color-coded wires us- ROOF ing the provided Wire nuts.The electrical portion of the JACK installation is now complete (See Fig. 6-4). COLOR CODE ROOF WHITE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Neutral FIG. 6-4 YELLOW. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Pump an INSTALL.AXION OF OP'T'ION FEATURES (Continued) EXPANDING ROOMS, SLIDE-OUTS, ETC. Where optional expanding rooms, slide-outs, tip-outs, provided for proper installation and set-up. etc. are provided, specific instructions and directions are INSTALLATION OF SITE INSTALLED ATTACHED STRUCTURES All site installed attached structures,including garages, facturer's installation instructions and all applicable local porches,steps,stairways and landing mustbe designed and codes. in particular,attached garages generally require fire constructed to support all of their own dead load and all of protection and GFI electrical circuit protection as required the live load to which It will be subjected. Attached struc- by local code. tures should be constructed in accordance with the mann- HINGED ROOFS ANDEAVES Where optional hinged roof and/or hinged or mental installation instructions are provided. prefabricated field installed eaves are provided, supple- CEILING (PADDLE) .FANS Site provided and installed ceiling fans are to be install- sion from the trailing edge of the fan blade to the floor must ed'in accordance with the manufacturer's installation in- be in accordance with the manufacturer's requirements. structions.To reduce the risk of injury,the minimum dimen- TELEPHONE AND CABLE TV Careless installation of telephone and cable television Ing cables in these cavities. FAILURE TO FOLLOW THESE, lines may be hazardous. Electrical circuits, plumbing and INSTRUCTIONS MAY RESULT IN SERIOUS PERSONAL duct work are contained in the floor and walls of the home. INJURY OR HEATH. Avoid contact with these systems when drilling into and plat- FIREPLACE INSTALLATION Because of transportation restrictions,fireplaces require The fireplace manufacturer's installation instructions on-site installation of additional sechon(s)of approved, listed and all required components for proper installation are in- chimney pipe, a spark arrestor and a rain cap assembly. cluded in each home with a fireplace. 41 CHAPTER 7FLIT SYSTEM CONNECrION AND TESTING Many local jurisdictions have special requirements for DRAINAGE—1, 11/2, 1%&2 BATH utility connections and on-site inspection of these connec- When applicable the parts required to bring all dr, tions. Consult with the proper authorities prior to utility con- lines to•a single point are provided as follows: nection. Only qualified service personnel,familiar with local 1. pipe and fittings. codes and licensed where required. The drainage and water systems were tested for leaks 2. 1/4 pint of ABS solvent cement. prior to shipment from the factory. It is essential that they „ be rechecked by qualified personnel for leaks that may have 3. 10 feet of 3/4 r. 28 gauge plumbing strap. been caused by vibration during transportation. 4. Ten 1/4" x 1" stove bolts. The procedure for bringing all drain lines to a.sinc WATER point is as follows: The water system has been designed for an inlet water -I, Remove caps on drain outlets and connect suppli pressure of 80 psi. If the manufactured home is installed parts together as shown by the drain line scheme in areas where the water pressure exceeds 80 psi, a shipped with the house. (Do not apply cement.) pressure reducing valve should be installed. The water system may be connected to any safe,potable water source. 2. Check to be sure that the assembly has the proper The connection is via a-single 3/4 inch inlet beneath the inch drop per foot. home.A master shut-off full flow valve must be installed in S. Mark each joint to aid in reassembly. Start at outlet e the water supply fine adjacent to the home;this valve should of system and remove, cement and reassemble es be a full port gate or ball valve with threaded or solder joints. slip joint one at a time. Be sure to apply the cemf After removing the aerators from all the faucets, open all on both male and female ends with a good ev the faucet valves and allow the water to run for 15 minutes. coating. This should remove any foreign particles left in the line that might cause an unpleasant taste or become lodged at 4. Using the 3/4"x 28 gauge strapping,strap the drain Ii faucet washers and cause dripping faucets. All exposed to the center crossmembers of the frame placing a sti water piping subject to freezing should be protected.by in- at each member (4 feet apart). Use a 1/4" x 1" stc sulation and electric heat tapes(with an integral thermostat) bolt to secure strap in place. listed for use with manufactured homes. It is recommend- Connect home drain to site sewage system as for sin ed that only UL listed heat tapes be used and installed in bath previously discussed. accordance with their installation instructions. 6. Check completed system for leaks. DRAINAGE—CONNECTION The drainage connection is made at the 3-inch main drain outlet. Care should be exercised to slope and sup- port the drain line from the home to the site sewage system ('/d'per foot slope). DANGER.: IMPROPER OR INADEQUATE TESTING, CON- GAS —The gas piping system was designed for a rat NECTION OR MODIFICATION OF ANY PART OF GAS OR of 7 to 101/2"of water column for natural gas and 11 to ELECTRICAL SYSTEMS, ESPECIALLY BY UNQUALIFIED of water column for LP gas.The manufactured home l PERSONNEL, MAY BE EXTREMELY DANGEROUS AND supply pressure must be within this range for safe and MAY RESULT IN SERIOUS PERSONAL INJURY OR cient operation of the gas piping system. DEATH. 42 UTILITY SYSTEM CONNEMON AND VESTING (Continued) The gas piping system was pressure tested for leaks S. Check the gauge after 10 minutes;there should be no prior to shipment;.however, it is essential .that the system drop in pressure. be retested by qualified -personnel for leaks prior to use. 4. Check the (Many utility companies require this on-site test.) The in- � piping to appliances by pressurizing to at least 10 inches but no more than 14 inches water col- structions printed on the tag near the gas supply connec- umn and applying a bubble solution to all joints and tion must be followed (See Fig. 7-1). flexible connectors. In some localities, utility companies and/or building in- CAUTION: DO NOT PRESSURIZE THE SYSTEM ABOVE spectors may require additional tests as follows: THE PRESSURES STATED ABOVE. 1. Isolate all appliances with appliance shut-off valves. The connection to the gas supply should be made only PRESSURE SHALL BE MEASURED.WITH A MER- by authorized representatives of the utility. CURY MANOMETER OR SLOPE GAUGE CALL- NOTE: BEFORE A TEST IS BEGUN,THE TEMPERATURE BRAYED IN INCREMENTS OF NOT GREATER THAN OF THE AMBIENT AIR AND OF THE PIPING SHOULD 1/10 POUND. BE APPROXIMATELY THE SAME — CONDUCT THE 2. Pressurize the system to 3 psi and isolate the source of TEST AT SUCH A TIME DURING THE DAY WHEN AIR pressure from the gas piping. TEMPERATURES WILL REMAIN CONSTANT. Combination LP—Gas and Natural Gas System This gas piping system is designed for use of either liquefied petroleum gas or natural gas. NOTICE: BEFORE TURNING ON GAS BE CERTAIN APPLIANCES ARE DESIGNED FOR THE GAS CONNECTED AND ARE EQUIPPED WITH CORRECT ORIFICES. SECURELY CAP THIS INLET WHEN NOT CONNECTED FOR USE. When connecting to lot outlet, use a listed gas supply connector for manufactured homes rated at D 100,000 Btuh or more. O 250,000 Btuh Before turning on gas, make certain all gas connections have been made tight, all appliance valves are turned off, and any unconnected outlets are capped. After turning on gas, test gas piping and connections to appliances for leakage with soapy water or bubble solution, and light all pilots. Fig. 7-1 NOTE: DO NOT BUBBLE CHECK BRASS GAS LINE FITTINGS WITH SOLUTIONS CONTAINING AMMONIA. 43 UTILITY SYSTEM CONNECTION AND TESTING (Continued) ELECTRICAL OUTSIDE DISTRIBUTION PANEL :BOARD ALL ELECTRICAL WORK SHOULD BE PERFORMED Accessibility to distribution panel board,and the use o ONLY BY QUALIFIED PERSONNEL.The electrical supply unit switches as disconnect means, is subject to the re connection to the manufactured home may be made by any quirements of the local inspection authority. of the following methods depending on the manufactured home construction and electrical service: ELECTRICAL SYSTEM TEST With approved testing equipment, the following test: a. Listed 50 ampere manufactured home power supply should be performed before connecting to the powe cord. (50 amp service only) source: b. Permanent feeder connected to a factory installed mast Continuity Test of Circuit Conductors weatherhead assembly. The routing, connection and A continuity test with all branch circuit breakers ani support of the service drop is to be in accordance with switches controlling individual outlets in the "on"posi local codes. tion should be conducted.There should be no evidenc, of connection between any of the supply conductors(ir c. Permanent feeder routed to the distribution panel eluding neutral) and the grounding circuit. through the factory installed feeder raceway which ter- . Continuity Test of Electrical Grounding System minates beneath the manufactured home. A junction All noncurrent carrying metal parts of the electrics box or approved fitting must be used to connect the system including fixtures, appliances and the chassi manufactured home feeder raceway to the supply of the home should be tested for continuity with th, raceway beneath the manufactured home.The proper grounding circuit. feeder conductor sizes and the required junction box sizes are given in Table 7. The following test should be conducted after connec ting and energizing the electrical system. After the connection has been made,the following tests Polarity and Grounding Tests of 15 and 20 AMP Recer should be conducted using approved test equipment: tacle Outlets 1. Continuity test of circuit conductors With circuits and lighting circuits energized, use receptacle polarity tester to check polarity and grounc 2. Polarity test ing of each receptacle outlet. 3. Continuity-test of electrical grounding system r.' MANUFACTURED HOME ELECTRICAL SUPPLY REQUIREMENTS TABLE 7 CONDUCTOR SIZE' (AWG) MAXIMUM LOAD (TWO LINE GROUNDING FACTORY INSTALLED MINIMUM & MAIN BREAKER AND ONE CONDUCTOR FEEDER RACEWAY' JUNCTION BOX SIZE (AMP) NEUTRAL) SIZE (AWG) TRADE SIZE ON.) SIZE 50 6 #10 129 6" x 6" x 4" 100 3 #8 11/411 8" " „ X 8 x 4 125 1 #6 11/2" 10" x 10" x 4" 150 110 #6 11/2" 10" x 10" x 4" 200 310 #6 2" 12" x 12" x 4" 'Conductor size and feeder raceway sized for copper. 7500 rated conductors,types RH, RHH, RHW without outer covering. THW or XHHW. WARNING CARELESS INSTALLATION OF TELEPHONE AND through and placing of communication cables within the: CABLE TELEVISION LINES MAY BE HAZARDOUS.The cavities,to avoid contact with these home systems. Su( manufactured home walls contain electrical circuits and the work should be performed only by qualified personni floor section may contain electrical circuits, plumbing or FAILURE TO FOLLOW THESE INSTRUCTIONS MA duct work. Extreme care must be exercised during drilling RESULT IN SERIOUS PERSONAL INJURY OR DEATI UTILITY SYSTEM CONNECTION AND TESTING (Continued) Front or rear crossmembers Multisection Frame Bonding I or any set of outriggers on �.� opposite halves B HALF A HALF Ground clamp TitTitfi screw ZIG3mundin should be the some used on panel box Typical Under Chassis Feed Connections _ d a FLOOR FLOOR a. Flex conduit • CONDUCTORS 9 b. Feader coMuatore T C. Junction box B-Black'hor b d. Raceway R-Rad'hor E�.Conduit eanneaoraW-while'neutrar veApprodaNCtriCal G-Groan'grounding' a a connectors g. Insulated bwTrng b Typical Meter Base Installations and Grounding eBRANCH COMMIT T7RCUIT r:; �! MM Mm *MEL„ METEA : E . METt�x I aAaE ,ii J DM EXISCA METT:il WaL SOX COM8007I0N ELECGAOTRODE ELEeraooE oRouaeG / SALECTR°oE OVERHEAD ENTRANCE .. SERVILE DROP CONDUCTOR UNDERG ROUND ENTRANCE SERVICE CLEARANCES AND ATTACHMENT iuww #—WAIN PAH L ENCUMM ENTRY BRUL aE PER NEC x10-24 AND MTOED 10 ENCLOaLNE cross 011010!0 MEM j ■JS SASE MR NEUTIYIL MRS MR aI EL tAFM SERVICE qy� s! MSE HEADWNIn.OR STRAPQAMU61gte1pl a LUG Co. ON CKAM eRfxe0elG TO OPOLUDNr Rad ELMC"K= aVEC71100E ENR ANCE RgLow ROOF UNE cEAPTER 8 PROTECTIVE WINDOW COVERINGS if your home is destined to be set in Wind Zones II or Ill, then it has been designed to install protective window and do( coverings, in the event of a wind storm.Two different types of..protective coverings are available.Your home may have either, both of these types. The first type of protective window covering is to attach plywood to a 2 x 4 member that has been installed around windo and door openings.The plywood is attached to the 2 x 4 members with#8 wood screws.The type of plywood,screw lengt and screw spacing will vary with the window or door size.See Table 8 for these requirements.Note that the window sizes lista in Table 8 are the small dimension of the window or door(See Figure 8-1). Large openings (such as sliding glass doors) are required to be covered with a plywood and lumber frame assembly.Se Table 8 to determine when this is required, and Figure 6-2 for frame construction. Window Size. See I 2x4 Receiver Table B. \ I / Wind Sae. See Table 8. oI Pf ace Dd / CERT - - I •/ � t#09703 P IYwnod -50 STATE OF. � ` face ' i / ~ grain *Bwoods,xmvs. // F DIA�.•'•v� =, I See Table a for Q / size and spacing. Fig. C-1 /''�f��NAI ��'\��♦ � Window Skze. Bee Table B. 0. i_ q / 2x4 Receiver 2x2 any / gratle SPF `-------------- / i . � I• 3/8" Plywood, APA Rated Exterior -----------------� Shaathin8 with 20/0 moan rating. ;!. •I , / Fasten 2x2a to 2x4a with 2-11d :i:; ',_ __'• / nal Is at each eonnaetienY. . Plywood maaln over 2x4. ' Plywood ' tact grain wood ecrawm, / into 2x4 recaivar. - Faatan D1Ywood to 2x framing \ 92 SPF 2.4s. laid WA06 ra w/full PVp white glue flat, 48" o.c. and So nai is or 48x2" screws g" O.c. all around. Fig. B-2 ;i 46 .1DR0- TECTIVE WINDOW COVERINGS.(Continued) PLYWOOD TYPE REQUIREMENTS Tabie 8 WIND ZONE 11 WIND ZONE III MAXIMUM . WALL AREA WALL AREA WOOD WINDOW STANDARD .WITHIN 3' STANDARD WITHIN 3' SCREW SIZE WALL AREA OF CORNER WALL AREA OF CORNER SPACING 14.5" 1 1 1 1 T 16" O.C. 24.5" 2 3 3 4 16" O.C. 30.5" 4 5 5 7 16" O.C. 36.5" 6 7 6 8 12" O.C. 40" 7 8 8 9 12" O.C. 46.5" 8 10 10 10 10" O.C. 72" 10 10 10 10 6" O.C. All plywood for protective window coverings is APA rated exterior sheathing.Thickness and span ratings will vary with win- dow or door size. Plywood listed below, with a higher number than is required by Table 8, may be substituted for a lower num- bered plywood. 1. 3/8"with 20/0 span rating. Fasten to receiver w/#8 x 2"wood screws. 2. 1/2"with 24/0 span rating. Fasten to receiver w/#8 x 2"wood screws. 3. 3/8"with 24/0 span rating. Fasten to receiver w/#8 x 2"wood screws. 4. 1/2"with 32/16 span rating. Fasten to receiver w/#8 x 2"wood screws. 5. 5/8"with 32/16 span rating. Fasten to receiver w/#8 x 2-1/4"wood screws. 6. 3/4"with 40/20 span rating.Fasten to receiver w/#8 x 2-1/4"wood screws. 7 5/8"with 40/20 span rating. Fasten to receiver w/#8 x 2-1/4"wood screws. 8. 7/8"with 48/24 span rating. Fasten to receiver w/#8 x 2-1/2"wood screws. 9. 3/4"with 48/24 span rating. Fasten to receiver w/#8 x 2-1/4"wood screws. 10. Plywood with wood frame required. C ERT 09703 STATE OF 4- fi Al FIG. 8-3 In the event of a wind storm,the comers of this home will sustain higher wind pressure than the rest of the home.Therefore, it is required that windows and doors located within 3 feet of any corner be designed to withstand these higher pressures.Figure 8-3 shows the 'typical locations of the corners.Table 8 has separate columns indicating the pllrwood requirements for standard wall area and wall area that is within 3 feet of a comer. After the wind storm is over and the plywood has been removed, all holes made by the screws in the 2 x 4s should be filled with a weather resistant caulk. P ROTECT$ATE WINDOW COVERINGS (Continued) The second type of protective covering is to attach 3/4" plywood directly to the window frame.The plywood is attached the window frame with#8 screws around the windows frame(top, bottom and sides).The specific instructions for each windo manufacturer are shown below and on the next page. D PERSONAL CANTER:STORM SHUTTERS CA ERVI ES NOWTO IDENTIFY EMERGENCY SHNOTWITHSTAND SEVERE STORMS-TO IELTER IN THE EVENT OF CONTACT LOCAL EMERGENCY S SEVERE WEATHER. This direct fastening application was designed and tested for use on Philips Products series#22, 23 and 24 lap window Do not use on any other products. DUE TO THE LIMITED TIME BETWEEN WHEN A STORM INSTRUCTIONSISRODUCTS SLAP LIMOUNTED ALUMINI D D WARNING IS ISSUED ANA PH WHEN THE STORM COULD ' HIT AT YOUR LOCATION, WE RECOMMEND WARN NGDIOS WINDOWeach windw size, measure the width and height THE FOLLOWING BEFORt I. For ISSUED: the exterior flange of the window. (These become 1 1. Purchase#8 x 1"sheet metal screws(enough for all the 2 Deterrm Dutter etermine how many shutters of this size are neec windows). and 2. Buy shutters and get them cut took e, and marked.The 3. Mark eacthem h hutter as t proper dimensions. the home it goes, shutters must be 3/4 thick plywo well as markingwhich end goes up. 3. Store shutters and screws together in a dry place where 4. Mark the scrw locations on the shutter (as she they will be accessible. - below). SCREW LOCATION DETAIL 5. With the help of an assistant, lift the shutter up to window and center it on the window. 6. Position the shutter so that the bottom edge of the SCREW LOCATION DETAIL wood is even with the bottom of the exterior flange o i frame sill. 7. Fasten the shutter to the 3I� window with #B x 1" sl �` 'td"y metal screws.Make certain the shutter does not shift of position. HORIZONTAL CROSSECTION OF A TYPICAL : ALUMINUM WINDOW INSTALLATION WITH AN ATTACHED STORE SHUTTER 3/4" Pty SHS ''"`' 3J�G' (bottom onto) �" ': `'''I•'.' VaNDOW FRAME JAMB INSTALLATION VERTICAL CROSSECTION OF SHUTTER /7/1C ww ATTACHEDTO FRAME HEAD AND SILL 1; VANDOW EXMIOR FLANGE �FRAhE 14UD FRAM 9LL 3f 4" shutter 7/1# DEE 7C THE SHORTtlE35 OF 3/t+ {at top and oti 7HE EXtERI0i3 fLANtE TH`- FRJWE SL'. THIS pYI>�57ONtt:t" ecraw MLW BE IWNTAIU aj7b" (bottom aniy� Lu Fig. 8-4 AW.0 � SET-UP PROCEDURES (Continued) Exterior Sheathing 500 AIRPORT DR. MANSFIELD,TEXAS 76063(817)473-4421 installation of Protective Covering as Required by H.U.D.for Zone II and III The following pages illustrate the application of an exterior window protection in the event of storms (such as hurricanes) as required by �� HUD. ,;.. � � AS PER MFG STANC Please note: Installation of protective coverings(such as those listed below)will Nega_t . aress of the window. .� Homes with protective coverings(such as those listed below) can no. t be occupied while the VINYL WINDOW FRAME coverings are in place. /."PLYWOOD HOME INTERIOR Parts required: 1. /d'plywood—enough for each window in the sx iv."scREw home. a 12"O.C.MAX 2.#B X 1'/4"OR 1 '/2"wood screws WOOD AS READ.BY DESIGN — (see below for quantity). D The installation steps apply to both the vertical and horizontal sides 0 of windows. The size of the window will effect the number of fasten- ;`. ers needed. i; For windows with a face measurement of 30"wide x 30"high (or any smaller size), install 3 fasteners, spaced eight(8)to twelve (12 inches apart on the head and on the sill. install for(4)fasteners, spaced eight(8)to twelve (12) inches apart on both the left and right WINDOW " frame sides RETURN FIN Exterior SheathinE For windows larger than 30"x 30"with 46 x 60"being the Maximum VINYL size, add one fastener to each side for each additional eight(8)to SIDING twelve (12) inches in width and height. To determine the plywood size, (use 3/4"thick plywood) measure the width and height of the return fin (edge to edge). Position plywood over the window.With plywood supported, drive one fastener through the plywood and window nailing fin near center of window sill. Repeat this procedure for the other required sill fas- _ teners. with covering attached at sill, continue driving fasteners YOOSEF CAVI around perimeter of the plywood using the above spacing formula. After the storm has passed, reverse the above procedure to remove the covering. Store materials for future use. Be sure to fill all holes left by the removal of the screws with a suitable silicone type sealant. Material should have a long life rating.This will prevent _ 17— 9 water and air from entering the home. PROTECT11VE WINDOW COVERINGS (Continued) Protective coverings may also be installed over doors and sliding glass doors in a different manner than described previously. First, remove the mounting screws holding the door frame to the exterior wall.Then place the plywood (or wood frame)from Table 8 over the door opening and fasten the plywood and door frame back into the wall studs through the same holes in the door frame. Use#8 x 3"wood screws 12"o.c.for doors. Use#8 x 4"wood screws 6"o.c.for sliding glass doors.See Figure 6-6 for a typical application of this type of protective covering. Door Size Door Frame Walt Studs See Table 81 \ �eNAVI 1 11 I I III,,/ IFU3"Wood Screws Plywood from Table 6 h �/ !1� c 12"ox.max fgtz<" �'n`, . 7 I �i� Wood Screws G"ox.for a sliding puss door. CERT #09703 STATE OF IOWAI / '/''1141111111"1 1 SECTION B-B Plywood face I #8 x 3" Wood Screws grain 12" o.c. max. #8 x 4" Wood Screws 6" o.c. for a sliding glass door Fig. 6-6 Due to the limited time between when a storm warning is issued and when the storm could hit at your location, Skyline recommends that the items necessary for the protective coverings be purchased and prepared before a storm warning is issued. Out plywood to size and mark it relative to window/door location. Store plywood and fasteners together in a dry place where it will be accessible. Once the protective coverings have been installed, the home should not be occupied. CHAPTER 9 FINAL INSPECTION Make a final inspection when home installation is complete to make sure that no items have been overlooked and that work was done properly. Place special emphasis on the followingchecklist"items: Water and Drain System.All water and drain systems work The free area of these vents must be equal to at least o, . properly and do not leak. square foot for every 150 square feet of floor area of home.The vent size must be increased to allow for ins Appliance Function and Operation.All fixtures and appli- screens, slats, louvers, etc., used over the open vent ar ances have been tested and work properly. Windows,Doors and Drawers.All windows,doors and draw- Low-Hanging Trees and Bushes.If there are any low-ha ers work properly. ing trees or bushes near the home, trim or cut them.Th about the plants' possible movement during windy cor Egress Windows. One window in each bedroom is desig- tions or when covered by snow or ice. nated as a secondary exit to be used in case of emergency. Exhaust Fan Operation and Air Flow. Check all exha Each exit window is labeled as such with operating instruc- tions. All shipping hardware should be removed, and the fans for proper operation and air flow. � 9 window should operate as explained in the window manu- Bottomboard. Carefully inspect the bottom covering of facturer's instructions. home for loosening or tears from installation of pipes Exterior Siding and Trim.There are no gaps,voids,or miss- wires. Seal openings around the floor perimeter, pipe: ing fasteners, and all seams are sealed. pipe hangers and splits or tears with weather-resistant to Stack Heads and Vent Pipe Flashings on Roof. All stack Anchors and Straps.Be sure the correct number of anch have been installed at the proper angle, and that all stn head or vent pipe flashings are properly attached and have been tightened. sealed. Composition Roof.All shingles are properly attached, none interior Details.inspect for,and correct, all interior finisf are loose or missing, and all holes are filled. details, such as loose molding, carpet seams, etc. retailers' representative should inspect the home with Skirting Ventilation. The skirting around the home has homeowner, give the homeowner a copy of the Hoi non-closing vents,located at or near each corner as high as owners Manual, and brief the homeowner about mi possible to cross-ventilate the entire space under the home. taining the home. 't a; .,'• o' I' i. i ii . ��•IS i. 52 INSTALLATION INSPECTION CHECKLIST TO ENSURE PROPER HOME INSTALLATION AND HOMEOWNER SATISFACTION, THE FOLLOW- ING ITEMS SHOULD BE CHECKED DURING OR PROMPTLY AFTER THE INSTALLATION AND BEFORE THE HOMEOWNER TAKES POSSESSION: INSTALLATION f PLACEMEN'- ❑ Alignment/Close-Off DW ❑ Foundation ❑ Level ❑ Tie Downs UTILITY CONNECTIONS ❑ Fuel ❑ Sewage ❑ Water ❑ Cross-Over Duct ❑ Electric EXTERIOR ❑ Doors ❑ Roof ❑ Windows ❑ Siding/Trim INTERIOR ❑ Ceiling ❑ Paneling ❑ Trim ❑ Floor Covering/Drapes ❑ Electrical Systems/Fixtures ❑ Doors ❑ Cabinets ❑ Plumbing ❑ Furniture ❑ Appliances ❑ Keys ❑ All Manuals ❑ All Warranties o��S�f F0(,�►coG o� y� Town Hall,53095 Main Road H Z Fax(631)765-1823 Box 1179 - P.O. Telephone(631)765-1802 Southold,New York 11971-0959 1 BUILDING DEPARTMENT TOWN OF SOUTHOLD April 10, 2001 Eugene & Wendy Pacholk 618 Carpenter Street Greenport, N.Y. 11944 To Whom This May Concern: We are unable to complete your Certificate of Occupancy because of the following reasons : XX An application for Certificate of Occupancy is not on file . (Enclosed) XX No Underwriters Certificate on file. XX The check is (not on file . ) $25 . 00 XX No Health Department Approval on file . No final inspection has been made . XX No Plumber Solder Certificate on file . (All permits involving plumbing being issued after April 1, 1984) . BUILDING PERMIT # 26607-Z Please contact our office on this matter. Thank you for cooperation. SOUTHOLD TOWN BUILDING DEPT. GF ern .. - ��: ;��ti fx��*•r „;, r„ ARl281) ��laT�ufactured Home Construction and ' - afct\ Standards " r � 1 nterpretatiN e Bulletins to the StandIrds OPI a _ ��- • ���► �\ 111 �,�� A- 1 : 11 • •• +r 1 � � MAR-22-2001 16:15 SKYLINE HOMES LEOLA 7176562645 P.06/06 FILE bdH9321 VOLUME 1 SECIIONj 3 PAGE 14 ISSUED: 5/17/99 NEW: 9/15/00 280.208 MOBILE HOME PMEDBTEMONBOUIPMI?NT (g) When a smoke detector is located in the hallway directly across from the first bedroom door the rear edge of the smoke detector shall be ahead of the leading edge of the first bedroom door,toward the living space. (h) When a smoke detector is located directly across from a furnace return air located in a hallway,the smoke detector must be located on the living space side of the return air. (i) A smoke detector shown on a exterior wall on a floor plan must be a type that doe not prohibit installation on a exterior wall in accordance with the smoke detector tnanu&ct u es installatim instructions. (j) Optional additional UL listed detectors may be installed within each bedroom. These detectors are in addition to those required by the HUD Standard,are installed on dedicated IS amp circuit and wired to simultaneously alarm. C 4 a ti r�'`z f•• r'4 rh? 8wv 4�J` j o 4 TOTAL P.06 MAR-22-2001 16:14 SKYLINE HOMES LEOLA 7176562645 P.05/06 FILE b4M321 VOLUME1 SECTION 1 PAGE I3A ISSUED: 5/17/99 REVISED:9/15/00 280.208 MOBILE HOME FIR-E DE-TEC TION EQUIPMENT (a) See approved building plans for specific smoke detector location(s). (b) See Fig.3 for smoke detector specifcadoos and installation details. (c) Smoke detectors shall be located on a wail 4 to 12 inches,or at a distance permitted by ille lifting,below a flat coiling.When a detector is located on an interior wall below a sloping ailing(cathedral),it shall be located 4 to 12 inches below ie intersection of the connecting exterior wall and tie sloping ceiling.If the sloped ceiling line flamons to a horizontal lime in all or a portion of the home width,a smoke detector whew located below this flat portion shall be positioned 4 to 12 inches below the flat portion of the ailing(see below). The detector shall be labeled as conforming with U.L.standard 217-Fourth Edition 1993,for single and multiple station detectors. Detectors installed o in Kitchen areas shall ineWr to a false alarm control device. Roof line • Ceiling line t.eiliru0 12'or \ 9 SofFd -Ift912, 44 or I t greater — 70 Srnotae tlaeeeor Dded Det�clor 4'to 6' Smoke Sinale_Double or le'Double or Triolewide Triolewide-Flat Ceilina -Cathedral Canino -wan Roof line Gelling line �k 40 b 120 4'b12 PW= alhQa tabd� � 4.6 �2 t>.1alor C p Continuous Root Pitch Tridewide �`��`� JZm� ieh at I., Q (d) When a smoke detector is mounted on a wall directly below if oeilml pronsm(solflt,.beanr, Bich is greater than 4"in depth or 12"in width,the detector shall be mounted 4"-6"below the protrusion. (See above) (e) A ceiling register or as evaporative cooler vent shall not be placed closer than 3 feet horizontally from a smoke. detector. (t) Thu smoked shall be installed on any wall(or an the end of an overhead cabinet)in the hallway or space between the living area and thethu bedroom door.Flourever,when a door(s)separates the living am from that bedroom arta the detector shall be Walled on the living ora side as close to the door(s)as practicable. When located in a hallway, the detector shall be between the return air intalm(if located in the same hallway)and the living area. MAR-22-2001 1613 SKYLIhIE HOMES LEOLA :. =37176562645 P.04/06 1- WY fi 4 24 CFR ch.roc 4b-1-90 MOM 132W209 f to secure a Manufactured the Iistiagr below the selling.However. with ties when a detector is mounted on an iAte- home to ground er►ahoro. 3 rlor wall below a sloping ceiling, it AnchorbW a ROW meads a eombina- $ball be located a SDOW to lZ inohes tion or ties. anchoring equipment, sand below the intersection of the oon=ot- around nacho= metalled.ree n ave :E Ing exterior wall and the eloping Gil- erly designed GAd a Ing (cathedral omlini). The required turning and lateral movement of the detector($}shall be attached to an Cleo- msautacturod home from wind foroes. trical outlet boa and the detector oon- Dfaposai lie: MG&Me a tie inteAded to J nested by a parmonent wiring method primarily resist horlsOAtal ibrOW, but Into a general eleotrteaI cirouit. There which nW also be used to resist vsrti- shall be no switches in the Otrouie to am rorces• that portion of the the detector between the everuourrmt Faoow. means w protection device support system that transmits lame breach oirauit and the dotootor.Smola directly to the soil. deteotor(s) shall not be placed on the 6roe" oAchor. means nay devloe at same branch mmult or axw circuit pro- the maMntaatnnd home stead designed tooted by a groom fruit circuit inter- to transfer Manufactured home anchor- rupter. Ing loads to the around. 10!R SM. Aug;O. 1o,ae amended at 69 Z per: (l) D=d load: means the Fa 66006.cot.96.16961 weight of all permanent Construction i',• .�/r� including calls, floors, root. partition. ¢s��OYiIYY Five teat' and fixed WVICO equipment. All firs testing onducted in acoord- (3)uvs load:mesna the weight'super- ante with this subpart shall be per imposed by the use sad Oocupa OY Of formed by natlonallY reooaalsod teat the manufaotmed >tiome, including ing laboratories whioh bsys expertise wind load and snow load, but not In- in fire tsohoolo67. 2n as" or dispute, oluding dead load. the 9e0ret"T shall determine if a DO- (8) Wisd wa mea= the lateral or ocular agency is qualified to performvertical pressure or uplift on the mann- ouch firs tests- �tarsd home due to wind blowing in (m FA=11,Ass.9.10611 any direction. lhalm means the atrnotural Ulbpalt D—Body and FYC" component on which is mounted the body Of the manufactured home. pier means that portion or the sup- F i �8MJ01 OGpe, port sAtern between the tooting and This Subpart covers the minimum re- mangbAtured Rome exclusive of Caps quiremeats for materials. preduots. sad shims. egwxmnt and workmanship needed to Shtathit+i•� mesas material which is some that the a0aaufsetursd home applied on t1N eateriot side of a build: a W illgtrucovidtarsi strength and rigidity. �� Cover&ON under a exterior weather (b) Protection agalmst corrosion. Stabs deet= MG� all COMPO' i i dsosy. Imeots and other similar de- nate of the anohodng and snppert syr- a wwtivo forces, tem such as piers. footlaas. ties, an wiadstoo. ca =t ha=� Charing equfDmento sreuad anchors. and anyr other equipment which sup- (d)Reslsta 9 to the elements.and the maaulxcturs4 horse and as- (a) economy of ma1A- Parts(e)Darabilic5► cures it to the ground. combination ..y �:- tenamce. „y twpn,emesnsand shim >a>Whd"Ov& of footings. Dias,oa'sAtalledsupport • % 99o0.90d will. when properly tiw-".; Tiw following detlnitfons are appliesr ubatured home. , ••::. :, s�; D the ole to subpart only: straPS. cable, at securing Amhorf�0 L • the manutaa and Chaim includ. devices used to oonaeot cabin.tnrnbuoklN, ars used tared home to gra 6whors- tensioning devices which '•.;wY r�1' .' � lag � �:: ? 118 MAR-22-2001 16 11 SKYLINE FOMES LEOLA 7176562645 P.03/OG A, I,• 'v: •¢ih•::�•'•`c:••moi' ,,•,f•'U•,:+��'�«'••," •�7,^,•'+;.: �w.•TT__ •K'�,t.�ultk,''Ir�'�..Yom•. .y..;f,'•' , My F .rt '•1. .5 of Atsf.$go.for Housing.HUD s3�eo. �) not exceed 3i-inch is t)+iaft � P" Pas' ted lion►the inheslor Of do Iasslatnng material. r7-.' :(111) �by a minimum (b)Ari foam plaetdo thetM61 Insula*-- s laohet cf mineral fiber imsnlatton jag ma�tert u used In manuA*tW$d an equivalent thaMal larder:or housing.hall have a llaa►s eDeeed rob• ! '�The tosm y�o mate• in of 76 or les (US waudix outer gal her been pe+ew ady accepted by covering or sheathing)and a maximum . ;the Department for nee in wan and/or emo�Oe•ds+aoDea raging of 460. . yg oavitles of nsaari*A1rsd ; ,lDOA detsot�a , <' bomea.and it Is Installed In accordance with any reetrictlons imposed at the (a)Oawmt.At least one smoke dote*- tune of that aooeptan01:or tor (which•may be a &gape station 'flatbeen tested Shall be f051011"In*0 as regntrsd ins ib fouls in tibsotl ) sP�tled In tbis ONO" location>n wall and/or oeAing oaviaee Paragraph(b) in accordance with testin Drop (b) &Most &stoic► lee ins e. n domain d In tae Annals lastitate of smoke 8etreotef shall b installed on Tedmoloa Research 2"Utate mm ajW will in the ballway oe epaoa ooM ROPOrt. ..Develop00Rt of MObn@ hems mnoio"Mr with each bedroom and be- Fire Test Ustbods to Judgs the Mrs tween tae living area sad the fleet bed' Safe Ferawmame of Foam Hasan j- room dam unless a doorW eaparaLee 6161." or other flail-some lire tests so- the 11AW was ftm t0u►t bedroom cepted by the Depark=16 and it is in- area, in wifth 0150 the detect") stalled in a manner oomistent with tae shall be las"" on file living am way the material was installed In the aide se dose to the door(s) AS >8 foam plsede ter, module, The mate• trlembl& game one,or beOdroomaom of rials shall be capable of meetft the "parched by a" . following 040e002120e criteria required oonuaen-un wag aaoh as kitchen, for thele location. dining room living room, or a milt' not a, baAhrom Of *UlitW eystem,hsll dsmoatstMte squtvalea&O roonk).ram (but 4ba11 have at Just,We detector superior performanos to the oontrol protecting each bedroom atri16 module as determinad by: IPU When located In ballwam the 400 (A)Tlms to reach ttashovsr(W C in tactor shall be between the"Uwn air • the Upper part Of the room): intake cad the livlfag area. (8) Tinea to reach an oxygen (Di) (8) When s home is equipped or de- level of 14% (rate of os depletion), a Signed for WON installation of a root carbon monoxide (Co) level Of 1% a mounted evapont WO ouch:• Or other carbon dioxide,(tom)level of 6%.and a equiPemout discharging ocnationed air . meteor measureevel d att5 Opticalt high In the space environnant. the into Olthe a doo ,aY:and to the air discbarge shall be looated i (C)gsq at change concentration for no closer than thew bodsontral fWb Aa Co. Cos and smoke measured 8 mom any discharge gills. inobes below the Lop of the doorway. (4) A•smoke detwtor &bail not be :tea (ii) CdMW awasbNsa• A minima n of placed ix►a location wbioh impairs its thew valid tests Of tae team Plastic` of"tiveosw. Smoloe dsheotoea shell be f systemcad one valid teat of Lha con (o)LabNlnp. trol module sball be evaluated to de- labeled as confumiag with the nQUI a e terrains if the foam plastio system menta of Underwriteere' Laboratories damonsteraW equivalent or Superior standard Mo. oil—Fourth F,dlaon ]ties a' a to as oontral module.In- for W=U vldnsl&*tors to be evaluated include Detsoton.and DdUltlple statics smoke d intensity of cavity fire (temp�tnre- (d)henanstal e. in smoke oe with r time)and post.Lest damage, stall be .The o of as deco to Wltll d �) Posbaait damps awesoom /or its llstl to Tia top of the deteotbxr shall a Wall 4 Inch" to 12 was! a" cetbna munbliee. Tice o� located as dUtancs permitted by peshrmanos of soft total systemnobse. U7 ` ,,IM1• A,°s .,err+,`,t'"i{r, • Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 04/07/00 Receipt#: 356 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Check#: 356 Total Paid: $10.00 Name: Pacholk, Wendy Clerk ID: LES Internal ID:7895 • '`*p6ltaooL11eee T ee REVIF_,:'E d'f G: ••;1; .,,;;' A. �( . LCA I C'. _i 7. .•ob '.nQ p�STFq• O�� I:r s " r . I�`r(4..SDEPT. a * r MAY C m w r w r iOF : Q "FOF:;tS INC. N,ALE�C. IF THIS HOME IS NOT PROVIDED WITH A FaLE 0 ROOF/JACK ASSEMBLY FOR THE GAS FURNACE AND/OR WATER HEATER, THE INSTALLATION OF THE JACK/VENT ASSEMBLIES ARE FIELD INSTALLED IN THIS MODEL, AND MUST MEET REQUIREMENTS OF A TERNATE CONSTRUCTION LETTER 95-08—AC. 0 145'-4' �_8• T-1 18. 1-8' 12' TT 2 5-4' 12' 11 p k E EY I NET l I47T0 LtNET AWA-119.13 LL YYY I WL WM=1M LL �J ' WL LOMO.53 LE 1 1e AMLY YN.VW-5A1 LE Lo NET FiYIEA-1PSa1.E <#> 7 f \\ YI1L YF7rt•4.n LE WL LRIT-1606 LL a ,R-'I 0 f 0 a \ a YN YTMi-403 LE 69'NIL Ma5j 1 \ \\ 1 V\ 9r WL \ I IV Wt X6/12\ \V \\` I 3-2d 4-W 6-28 3-24 4-20 6-W r ---- 1 ---L �_�- ��-"4DW7"1I --11 C 2- C J.f --�-- � IEi A=i QOSET pi-�1-4WMK UGHT-01 LE NIL VOIT-0.25 aE OPTS0tiiNET 0R ;�RIM 0 /YIlMf4Dfl0011 I I I I 11 NN VENT441 Lf. NET AI€A-fllDNET 1 11iu LLttI zi lw I >Q I I t NN.UGHT42VENT 6.72 LE - Ofl d NET MEA-11417 Lt YN.YENT=479 Irl.UGHT-ta LL 1 CFl r on - I o INN.VW-4.65 LL r-- 1 ata�w NET ANA-I%4 LL MR IM-IC50 Lf. REMPT REO M/00 OPT IN-S611G W M.VENT-425 LE iI �14' 4410' 17'-4" 12' :T-2 a m1 oit 5/12 =T-1 0 5/12 FILE MH9321 THIS HOME MAY BE BUILT PER ALTERNATE CONSTRUCTION LETTER 95-08—AC @ ALL APPROVED DIVISIONS. VOL 1 ENDWALLS W/OPT. 5/12 ROOF PITCH TO BE CONSTRUCTED PER 700-S-002S THROUGH 700-S-002T IS EC STANDARD SYSTEMS <*> LOCKING HARDWARE NOT PERMITTED. 111 3411 x 5521� 112 344 55 p P-0-000 D-W7 E-50-1,2,3,4,5 115 34 571 D"vx ImJI um tomaqw W E-100-1,2,3A5,6,7,8,9,1 0 125 355 b91 131 812 a 2 ADDED ALTERNATE CpS1101CTNIN NM SR 03-17-1996 Data p/�/� ADO!SOS E-150-1.2 143 531 1 MUM m 2DNE DEH 7-21--gA SHEET 1 OF 2 M-0-000 0-731 E-200-1 X 163 535 BOX LENGTH DESCRIPTION DRAWING NUMBER • VENT/UGHT COMIBINATIC4V REQ-0. IN HEAT ZONE 3 171 638 - - - 1 T 001 181 538 68'-0- • U r';'0!- V:; i S IF THIS HOME IS NOT PROVIDED WITH A FACTORY INSTALLED ROOF/JACK ASSEMBLY FOR THE GAS FURNACE AND/OR WATER HEATER, THE INSTALLATION OF THE JACK/VENT ASSEMBLIES ARE FIELD INSTALLED IN THIS MODEL, AND MUST MEET REQUIREMENTS OF,�yjWM%E CONSTRUCTION LETTER 95-08-AC. -8w #T-1 T-20�4w 12 EQt65 NU z AWA-12 W1 at MK UT=4X Lt O 6 0 0 1 00 0 0 3-24 4-2x3 6-2x1 89• «� V 200 1w 401 1 3-23 4-2x1 6-2x3 OPT WET BAR --- Mf 301 401 2-2x3 3-20 4-2x1 ——— �\ f EIEC.OVF11 018.Y OPT 48 SHOWER -1 1 11 2-W 1-23 4-20 M/ 3Df b► I I I I 1 20! 3V 401 0 I I t t owbi 0 ••��4��'GeBTE ••` �� uTv� Ti1 "� 70'MN.415 2/ NET ANSA=,23S Lt. Ll•;'•Qi /1 MR UMT-M Lt iWN.VW-4.94 Lt • i0 I ST-1 0 6/12 i12 1 I - M 40 OPT DL BX uv\` r r - OPT STAIRWELL " Q IlToo OPT =TOP • „•• 1 ANP . ��• ►�K UGHT-1 it II84.WNT4,22 at #81�L_100etit% jT-29soOR 5/12 THIS HOME MAY BE BUILT PER ALTERNATE CONSTRUCTION LETTER 95-08-AC ® ALL APPROVED DIVISIONS. FILE MH9321 VOL. 1 ENDWALLS W/OPT. 5/12 ROOF PITCH TO BE CONSTRUCTED PER 700-S-002S THROUGH 700-S-002T SEC. N.L. DIVISIONS STANDARD SYSTEMS <*> LOCKING HARDWARE NOT PERMITTED. 111 13411 X 1552 -- 112 344 55 p P-0-000 a-nn E-50-1,2,3,4,5 115 345 571 p DUMN 5tJf 'm XMWA �1MD E-100-1,2,3,4,5,6,7,8,9,10 125 355 691 131 52 6812 2 ADDED ALTETDNIE CONSTNUC11011 NOTES 9t 03-17-1980 �'�a� E-150-1,2 143 531 1UPDATED NND 2OIE DEH 7-29-9 SHEET--L._OF I _ M-0-000 0439 E-200-1183 535 BOX LENGTH DESCMP71ON DRAVING NUMBER •VENT/UGHT COMBINATION REO'D. IN HEAT ZONE 3 171 538 w — — — 8216-CT oa 181 53e 68-0 TITLE NUMBER 641-S-00756 VARIANCE SEARCH JEANNE ANSTETT, BEING DULY SWORN DEPOSES AND SAYS: THAT SHE RESIDES AT 386 MARCY AVENUE, RIVERHEAD, NEW YORK AND IS OVER THE AGE OF 21 YEARS AND THAT SHE IS THE OFFICE MANAGER OF PECONIC ABSTRACT, INC., AND THAT UNDER HER SUPERVISION AND DIRECTION, TITLE WAS EXAMINED TO THE PARCELS OF LAND DESCRIBED ON THE ANNEXED SCHEDULES. THAT SAID EXAMINATION MADE TO INCLUDE 311512000 AND SAID TOWN TO DISCLOSE IF SUBJECT PREMISES IS IN FACT SINGLE AND SEPARATE OWNERSHIP AS APPEARS FROM THE CHAINS OF TITLE ANNEXED HERETO AND THAT THE EFFECTIVE DATE OF THE APPLICABLE ZONING ORDINANCE IS 711983. AND THAT THIS AFFIDAVIT IS MADE TO ASSIST THE BOARD OF ZONING APPEALS OF THE TOWN OF SOUTHOLD AND TO REACH ANY DETERMINATION WHICH REQUIRES AS A BASIS THERETOFORE THE INFORMATION SET FORTH HEREIN AND KNOWING FULL WELL THAT SAID BOARD WILL RELY UPON THE TRUTH THEREOF. DATED: 411112000 SWORN TO BEFORE ME THIS PECONIC ABSTRACT, INC. DAY OF MARCH, 2000 L)a BY: ' NOTARY PUBLIC ANNE ANSTETT OFFICE MANAGER NOTARY P1BTr .OFvA�Yol 98 75a S7E $ EMBER 16,1 = do() � �d TITLE NUMBER: 641-S-00756 SUBJECT PREMISES: 1000.142.00.02.00.015.000 ADRIANUS VAN RYSWYK and JERINA VAN RYSWYK To JACK VAN RYSWYK Dated 1217182, Recorded 12117182, Liber 9285 page 441 JACK VAN RYSWYK To DAVID STRONG Dated 11112185, Recorded 11118185, Liber 9917 page 271 DAVID STRONG To DOLORES STRONG Dated 9112189, Recorded 216190, Liber 11012 page 35 DOLORES STRONG To EUGENE PACHOLK and WENDY PACHOLK, HIS WIFE Dated 212412000, recorded 411212000, Liber 12034 page 220 LAST DEED OF RECORD SWORN TO BEFORE ME PECONIC ABSTRACT, INC. 12th DAY OF APRIL, 2000 NOTARY PUBLIC JAN ANSTETT, FF E MANAGER VAL NOYAFIY PUB1.�S p�0 VAS 89798 TITLE NUMBER: 641-S-00756 PREMISES TO THE SOUTH: 1000.142.00-02.00-016.000 DIME SAVINGS BANK OF BROOKLYN To JOSEPH MILESKA and CHARLES MILESKA Dated 12124158, Recorded 112159, Liber 4568 page 75 CHARLES MILESKA, as to his 112 interest To JOSEPH MILESKA Dated 5122163, Recorded 515164, Liber 5537 page 586 JOSEPH MILESKA To THOMAS J. MILESKA Dated 11120187, Recorded 1125188, Liber 10522 page 248 THOMAS J. MILESKA To RICHARD REINHARDT Dated 12123192, Recorded 116193, Liber 11602 page 306 RICHARD REINHARDT To MARYELLEN REINHARDT Dated 11125195, Recorded 12126195, Liber 11755 page 502 LAST DEED OF RECORD SWORN TO BEFORE ME PECONIC ABSTRACT, INC. p?1WDAY OF MARCH, 2000 NOTARY PUBLICVF'IC NE ANSTETT, E MANAGER U 014ELLE VAIL NOTARY PUBLIC,STATE�F VA-% 'yd 9µLEj(PIRES DECMBEH 16,0 a 00 TITLE NUMBER: 641-S-00756 EAST BY: PACIFIC STREET NORTH BY: LEGION STREET SWORN TO BEFORE ME PECONIC ABSTRACT, INC. !}Kl.�-�DAY OF MARCH, 2000 l NOTARY PUBLIC ANNE ANSTETT, OF CE MANAGER UOMlEf Ve"0 YCP,� NOTARY PUBLIO.STATE OF NEW SUFFOLK CCUNTY-NO•B-4 16 31' 8 TERM EXPIRES DECEMBER t6• V TITLE NUMBER: 641-S-00756 PREMISES TO THE WEST: 1000-142.00-02.00-014.000 ADRIANUS VAN RYSWYK and JERINA VAN RYSWYK To ERIC L. O'NEIL and GAIL M. O'NEIL Dated 6130172, Recorded 713172, Liber 7190 page 275 ERIC L. O'NEIL and GAIL M. O'NEIL To GUY H. STURNIOLO and ABIGAYLE A. STURNIOLO Dated 813188, Recorded 8130188, Liber 10680 page 371 LAST DEED OF RECORD SWORN TO BEFORE ME PECONIC ABSTRACT, INC. ,, X0141 'DAY OF MARCH, 2000 q-q-t C4,t� oaq NOTARY PUBLIC NE ANSTETT, 4ICE MANAGER MICNEILE VAIL EW YORK N01ARY PUBLIC.S1A0p1VAyg8g798 VERM�RWS D CEMBER 16 a 0 � SKYLINE CORPORATION NLANUFACTURED HOME INSTALLATION MANUAL SKyLiNE BRINGING AMERICA HOME BRINGING AmERicA FuN. TABLE OF CONTENTS Chapter 1 — Introduction . . . . . . . . . . . . . . . . . . . . 1 Chapter 5— Set-Up Procedures—Continued installation of Shingle Roof . . . . . .. . . 31-32 Chapter 2— Definitions . . . . . . . . . . . . . . . . . . . . . 2 Double Wide Utility Interconnection . . . 33-35 —Bonding . . . . . . . . . . . . . . . . .. . . 33 Chapter 3— Site Preparation —Electrical Crossover . . . . . . . .. . . 33 —Heating Crossover . . . . . . . . .. . . 34 Zone Maps . ... . . . . . . . . . . . . . . . . . . 3 —Gasline Crossover . . . . . . . . .. . . 35 Site Grading . . . . . . . . . . . . . . . . . . . . 5 —Waterline Cross Connect . . . .. . . 35 Description of Soils . . . . . . . . . . . . . . . 5 —Drainline Cross Connect . . .... . . 35 installation of Exterior Light Fixtures .. . . 36 Chapter 4— Foundation and Support Requirements Venting of Skirting and Crawispace 36 Piers . . . . . . . . . . . . . . . . . . . . . . . . . . 6 Metal Roof Tightening . . . . . . . . . .. . . 36 Design Requirements . . . . . . . . . . . . . 6 Porches & Decks Design Procedures . . . . . . . . . . . . . . . 6-7 Acceptable Footings . . . . . . . . . . . . . . 7 Chapter 6— installation of Optional Features Placement in Freezing Climates . . . . . 7 Electrical Dryer Venting . ... . . . . . .. . . 37 Proper Sizing of Footings . . . . . . . . . . 7 Gas Dryer installation . . . . . . . . . .. . . 37 Permanent Foundations . . . . . . . . . . . 7 Gas Water Heater Venting . . . . . . .. . . 37 Flood-Prone Areas . . . . . . . . . . . . . . . 7 Grill/Range Venting . . . . . . . . . . . .. . . 37 Severe Wind Areas . . . . . . . . . . . . . . . 7 Paddle Fan Installation . . . . . . . . .. . . 38-39 Special Snow Load Conditions . . . . . . 7 —Flush Ridge Beam . . . . . . . . .. . . 38 Important References Documents . . . . 7 —Protruding Ridge Beam . ... . .. . . 39 Typical Installations . . . . . . . . . . . . . . . 8 Air Conditioning Electrical Connect .. . . 40 Typical Pier Construction . . . . . . . . . . . 9 Evaporative Cooler . . . . . . . 40 Support Requirements . . . . . . . . . . . . 10-12 Expanding Rooms, Slide-Outs . . . .. . . 41 —Single Wides . . . . . . . . . . . . . . . . 10 Site Attached Structures . . . . . . . .. . . 41 —Double Wides . . . . . . . . . . . . . . . 11-12 Hinged Roofs and Eaves . . . . . . . .. . . 41 Sidewall Openings . . . . . . . . . . . . . . . 12 Ceiling Fans . . . . . . . . . . . . . . . . .. . . 41 Footing Sizes . . . . . . . . . . . . . . . . . . . 13 Telephone and Cable TV . . . . . . . 41 Fireplace installation . . . ... . . . . . .. . . 41 Chapter 5— Set-Up Procedures Chapter 7— Utility System Connection and Testing Moving Home to Location . . . . . . . . . . 14 Water . ... . . . . . . . . . . . . . . . . . . .. . . 42 Positioning Home . . . . . . . . . . . . . . . . 14 Drainage—Connection . . . . . . . . .. . . 42 Leveling and Blocking . . . . . . . . . . . . . 14-16 Drainage-1, 1-1/2, 1-3/4&2 Bath . . . . 42 —Single Wides . . . . . . . . . . . . . . . . 14-15 Gas . . . . . . . . . . . . . . . . . . . . . . .. . . 42-43 —Double Wides . . . . . . . . . . . . . . . 16 Electrical . . . . . . . . . . . . . . . . . . . .. . . 44 Use of Water Level . . . . . . . . . . . . . . . 17 Outside Panel Box . . . . . . . . . . . . . . . 44 Double Wide Interconnection . . . . . . . . 18-19 Electrical System Test . . . . . . . . . .. . . 44 Tie Down Instructions . . . . . . . . . . . . . 19 Multi-Section Frame Bonding . . . . . . . 45 Over-The-Roof Straps . . . . . . . . . . . . . 20 Typical Under-Chassis Anchor Tables Wind Zone I . . . . . . . . . 21-22 Feed Connections . . . . . . . . . . . . . . 45 Anchor Tables Wind Zone II & III . . . . . . 23-25 Typical Meter Base Installation . . . . . . 45 Longitudinal Tie Down Instructions . . . . 26-27 Tie Down Example . . . . . . . . . . . . . . . 28 Chapter 8— Protective Window Coverings . . . . . 46-51 Double Wide Exterior Closure . . . . . . . 29-32 Chapter 9— Final Inspection —Masonite Sidling . . . . . . . . . . . . . 29 Final Inspection . . . . . . . . . . . . . . . . . . —Vinyl Lap Siding . . . . . . . . . . . . . . 30 Installation Inspection Checklist . . . . . . 5'� WARNING ONLY EXPERIENCED PERSONS KNOWLEDGEABLE OF MANUFACTURED HOME SET-UP PROCEDURES.SHOULD'SETUP THIS HOME. NOTE:THIS MANUAL IS INTENDED TO INSTRUCT AND TO ASSIST ALREADY QUALIFIED PERSONNEL IN PROPEF INSTALLATION OF SKYLINE MANUFACTURED HOMES. IT IS NOT INTENDED TO ENABLE SOMEONE UNFAMILIAF WITH MANUFACTURED HOME.INSTALLATION TO PERFORM THE INSTALLATION. SETUP SHOULD BE DONE ONLY BY QUALIFIED PEOPLE. WHOEVER DOES THE SETUP SHOULD GUARANTEE THEIR WORK IN WRITING FOR A REASONABLE TIME AND SHOULD, IF NECESSARY, AGREE TO RELEVEL THE HOME WITHIN 90 DAYS AFTER THE INITIAL SETUP. CHAPTER I INTRODUCTION PLEASE READ ALL INSTRUCTIONS PRIOR TO SE7 IJP! This Skyline home was engineered, constructed and The recommended procedures contained in this manual inspected for conformance to the Federal Manufactured are intended to assist in proper installation of this home. Home Construction and Safety Standards in effect on the Field experience may justify alternate acceptable proce- date of manufacture.This National Standard sets forth com- dures which, when completed, result in performance at prehensive requirements for design construction,fire safety, least equal to that which will result from conformance to the plumbing, heating systems and electrical systems for details and specifications herein. For example, on double manufactured homes designed to be used as dwellings. wide installation you may find it advantageous, due to local conditions, to bolt the floors together prior to bolting roof This manual contains detailed installation instructions, halves together, or vice versa. Either method is acceptable including specifications and procedures for erection and as long as the bolting schedule is adhered to. hookup of your manufactured home. It has been written in an objective and easy-to-understand manner so it can be understood by people without extensive technical training.It NOTE: A MANUFACTURED HOME SET UP IN THE discusses the set-up of the home from preparing the site WRONG STRUCTURAL ZONE DOES NOT MEET THE through final inspection.It includes many tables and figures REQUIREMENTS OF THE FEDERAL MANUFACTURED giving important data for proper set-up.Careful adherence to HOME CONSTRUCTION AND SAFETY STANDARDS. this manual by the homeowner and installation crew, and BEFORE COMMENCING SET-UP,SEE CONSTRUCTION consultation with a registered professional or structural INFORMATION, LOCATED IN THE MASTER BEDROOM engineer in those unusual circumstances it does not cover, CLOSET OR AT THE ELECTRICAL DISTRIBUTION will assure you of a quality, safe and affordable home for PANELBOARD, FOR DESIGNATION OF ZONE FOR many years to come. WHICH THE HOME WAS CONSTRUCTED. Prior to locating or relocating your home, contact the local authority having jurisdiction for installation to see if SPECIAL CONSTRUCTION SUCH AS EXPANDO permits for such procedures as blocking,anchoring,or utility UNITS, TRIPLE WIDE UNITS, AND PERIMETER connections are required. Inspections may be required dur- BLOCKED UNITS -WILL BE COVERED IN SUPPLE- .ing installation. On private property, zoning or development MENTS TO THIS MANUAL. CONTACT YOUR FACTORY covenants may apply and should.be taken into considera- OR DEALER IF THIS HOME HAS ANY SUCH FEA- tion. NOTE: Preparations of the site, when accorn- TURES AND YOU DO -NOT HAVE THE APPLICABLE plished by others than the home installer,may not be in SUPPLEMENTS. accordance with these instructions. WARNING: ONLY TRAINED CREWS SHOULD INSTALL THE IMPORTANCE OF CORRECT SETUP CANNOT THE HOME. INSTALLERS SHOULD FOLLOW THE BE OVEREMPHASIZED. Correct set-up is absolutely essen- SAFETY INSTRUCTIONS PROVIDED IN THIS MANUAL. tial to homeowner satisfaction. If you are not absolutely certain of the proper procedure or you encounter unusual conditions, please contact your factory service representative. THIS HOME WEIGHS SEVERAL TONS THE INSTRUCTIONS CONTAINED HEREIN ARE MIN- USE ENOUGH TEMPORARY WOOD BLOCKING TO IMUM REQUIREMENTS,APPLICABLE LOCAL OR STATE SUPPORTTHE HOME DURING SETUP. LAW MAY HAVE OTHER OR GREATER REQUIREMENTS WHICH MUST BE COMPLIED WITH TO OBTAIN OR No one should be allowed under the home unless it is REGAIN THE RIGHT TO OCCUPY THE HOME. securely in place, even if it is not moving. REVIEWED BY ENGINEERING DEPT. ISSUED BY FOLLOW-UP SERVICES DEPT. SEPT. 165 1998 UNDERWRITERS' LABORATORIES.INC. The technical content of this Installation Manual has been reviewed by Underwriters'Laboratories, Inc.and found to be in accordance with the Federal Manufactured Home Construction and Safety Standards. 1 CHER 2 DEFINITIONS ANCHORING EQUIPMENT: Straps, cables, turnbuckles and chains, including tensioning devices, that are used with ties to secure a manufactured home to ground anchors. ANCHORING SYSTEM: A combination of ties, anchoring equipment, and ground anchors that will, when properly designed and installed, resist the wind's overturning the home or moving it sideways. FOOTING: That part of the support system that sits directly on the ground at, below or partly below grade to support the piers. PERIMETER SUPPORT: The portion of a support system that supports the sidewalls at the floor line. PIER: That portion.of the support system between the footing and the manufactured home, exclusive of caps and shims.Types of piers include, but are not limited to, the following: 1. Manufactured Steel Stands 2. Manufactured Concrete Stands, and 3. Concrete Blocks SITE, MANUFACTURED HOME: A parcel of land designed and designated for the location of one manufactured home, its accessory buildings or structures, and accessory.equipment for exclusive use of the home's occupants. STABILIZING SYSTEM: A COMBINATION OF PROPERLY INSTALLED ANCHORING AND SUP- PORT SYSTEM. STAND, MANUFACTURED HOME:That area of a manufactured home site which has been reserved for placement of a manufactured home. SUPPORT SYSTEM: A combination of footings, piers, caps and shims that will, when properly installed, support the manufactured home. 2 CHAPTER 3 SITE PREPARATION ZONE MAPS OF THE UNITED STATES �yyA r ME WA MR r a: sD Ai SID SD 1(y1 W WY MI Ct PA * NE IA PA 1~w t � Ip NV a .. F—y IE IN i OHS ¢ .!N~�' Il IN OH ' ur �R j _f—� MD 1 CO CA `� c, KS MO W �, VA G VA m� NC y �r AZ ; NM f AR / '�C r , '- ws AL GA LA H ��L WC l HR`' ZONE P SOUTH 20 PSF �--'� ' ZOItiL 2 E MIDDLE 30 PSF �� a ZONE 3 ROOF LOAD ZONE MAP NORTH40 PSF ,--' HEATING AND COOLING ZONE MAP WA MT l ND S�.-ti Y E r OR� ID MN`W ""M Ny ' W IN WIND ZONES 11 AND 111, UNLESS —f PA ; CT THE HOME AND ITS ANCHORING v,IV ' �� NE II. IN'OH AND FOUNDATION SYSTEM HAVE Lrr n� ( cA 'co IM o Ky VA 1N1D BEEN DESIGNED FOR THE IN- 1N No CREASED REQUIREMENTS OF EX- Az + NM r �- .� AL OA POSURE 'D' OF ANSUASCE 7-88, IT Ms SHOULD NOT BE LOCATED WITHIN �. 1500 FEET OF THE COASTLINE. _i ZONE I 91 ZONE 11 WIND ZONE MAP U.ZONE III The following local governments listed by state (county/ WIND ZONE II (continued): parishes, unless noted otherwise) are located in WIND TEXAS - Arkansas, Brazoria, Calhoun, Cameron, Chambers, ZONE It: Galveston, Jefferson, Kenedy, Kieberg, Matagorda, Nueces, ALABAMA-Baldwin and Mobile Orange, Refugio, San Patricio and Willacy. FLORIDA-All counties except those identified as being within VIRGINIA (The cities of) - Chesapeake, Norfolk, Portsmouth, Wind Zone III. Princess Anne and Virginia Beach. GEORGIA - Bryan, Camden, Chatham, Glynn, Liberty and The following local governments listed by state (county/ McIntosh parishes, unless noted otherwise) are located in WIND LOUISIANA - Acadia, Allen, Ascension, Assumption, ZONE III: Calcasieu, Cameron, East Baton Rouge, East Feliciana, FLORIDA - Broward, Charlotte, Collier, Dade, Franklin, Gulf, Evangeline, Iberia, Iberville, Jefferson Davis, LaFayette, Hendry, Lee, Martin, Manatee, Monroe, Palm Beach, Pinellas Livingston, Pointe Coupee, St. Helena, St.James, St.John the and Sarasota. Baptist, St Landry, St Martin, St Tammany, Tangipahoa, LOUISIANA-Jefferson,La Fourche,Orleans,Plaquemines,St. Vermillion,Washington,West Baton Rouge and West Feliciana. MAINE-Hancock and Washington Bernard, St Charles, St.Mary and Terrebonne MASSACHUSETTS-Barnstable,Bristol,Dukes,Nantucket and NORTH CAROLINA-Carteret, Hyde and Dare. Plymouth The following states and territories-are within MISSISSIPPI-George,Hancock,Harrison,Jackson,Pearl River WIND ZONE III: and Stone. State of HAWAII NORTH CAROLINA-Beaufort, Brunswick, Camden, Chowan, ALASKA - coastal regions between the 90 mph isotach on Columbus, Craven, Cun ituck, Jones, New Hanover, Onslow, ASCE 7-88 wind map and the coast. Pamlico,Pasquotank,Pender,Perquimans,Tyrrell and Washington. U.S. TERRITORIES - American Samoa, Northern Mariana SOUTH CAROLINA-Beaufort,Berkeley,Charleston, Colleton, Islands,Trust Territory of Pacific Islands,Guam,Puerto Rico and Dorchester, Georgetown,_Hong,Jasper and Williamsburg. U.S.Virgin Islands. 3 SI'Z'E PREPARATION (Continued) SITE PREPARATION The importance of site preparation for a problem-free provided in the under-floor enclosure or skirting on at leaf installation cannot be overstated. All vegetation must be three (3) sides (preferable on all sides) with a net area of removed from under the home site.The site must be prop- least one square foot per 150 square feet of floor area.Th, erly graded and sloped to provide for storm drainage runoff. required ventilators are to be approximately equally space In particular, the area under the home must be graded to around the perimeter of the home with a ventilation openin prevent water accumulation.Skyline Corp. recommends the within three (3)feet of each outside corner. home site slope 10 feet in all directions away from the Proper support of the manufactured home must allow fc home.If the home is sited on sloping terrain or a hillside,the soil conditions in the immediate area.Pier footings must b soil must be graded on all sides to channel storm runoff laced on firm undisturbed soil (not loose fill) or soil whit around the home and not under it.If the home is set in a pit, has been compacted to at least 90 percent of its maximus it is extremely important to provide water drainage from relative density. Support piers may also be placed direct under and around the home. on concrete slabs designed for manufactured home piaci WARNING: THE AREA UNDER AND AROUND THE mens as found in manufactured home communities. HOME MUST BE SLOPED TO PREVENT WATER ACLU- After completion of grading and filling (if necessary),tt MULATION.EXCESSIVE MOISTURE UNDER THE HOME bearing capacity of the soil at the depth of the footinc CAN CAUSE UNNECESSARY DETERIORATION, AND should be determined. A pocket penetrometer (availab CAUSE CONDENSATION PROBLEMS, WHICH COULD from engineering supply houses) or other method accel: AFFECT THE HOMES WARRANTY. IT COULD ALSO able to local jurisdictions may be used.If the soil cannot i AFFECTTHE STABILITY OFTHE FOOTINGS AND PIERS tested but can be identified, use the foundation beans WHICH SUPPORTTHE HOME. pressures shown in Figure 3-1 as a guide.If the soil canr be identified, use the lowest value, 1,000 PSF. Und If the home is to be per skirted or"pit-set,"ventila- unusual conditions, or if the soil appears to be peat tion of the under-floor area is required to minimize the effect uncompacted soil, consult a local geologist or profession of moisture under the home.Ventilation openings must be engineer for aid. CAUTION EXCESSIVE WATER IN THE SOIL UNDER THE HOME WILL CAUSE UNNECESSARY DETERIORATION OF THE HOT AND AFFECTTHE COMFORT LEVEL IN THE HOME.CONTINUOUS STANDING WATER UNDER THE HOME CAN CAU! CONDENSATION PROBLEMS AND AFFECTTHE HOME'S WARRANTY. PREVENTION OF WATER BENEATH THE HOME SINGLE SECTIONAL is M CROWN AND DONT GRADE GRADE SITE TO SITE SO THAT SLOPE AWAY WATER COLLECTS gim6h FROM HOME BENEATH THE HOME DOUBLE SECTIONAL QQ CROWN AND DONT GRADE GRADE SITE TO SITE SLOPE AWAY WATERR COLLECTS THAT BENEATH FROM HOME THE HOME TRIPLE SECTIONAL IN CONT GRADE SITE SO CROWN AND THAT WATER GRADE SITE COLLECTSgums" TO SLOPE BENEATH AWAY FROM THE HOME HOME 4 SI'Z'E PREPARATION (Continued) GROUND BARRIER There is a strong tendency for ground moisture to be drawn into the home, greatly complicating efforts to control humidity and condensation. A ground moisture-vapor retarder of 6 mil. rated polyethylene plastic, vinyl or similar material laid on the ground surface under the.home is recommended to assist in controlling the humidity in the home. General Description of Soils Allowable Pressure Soil Type _ (Pounds Per Square Foot) Based on the Unified Classification System No allowances made for overburden pressure,embedment, depth,water table height,or settlement problems. Rock or Hard Pan 4,000 and up Sandy Gravel and Gravel 2,000 Sand, Silty Sand, Clayey Sand Silty Gravel, or Clayey Gravel 1,500 Clay, Sandy Clay, 1,000 Silty Clay, or Clayey Silt Uncommitted Fill Special Analysis is Required Peat or Organic Clays Special Analysis is Required NOTE: To be used only when none of the following is available: a. Soils investigation and analysis of the site. b.Compliance with the local building code. c. Competent opinion by a local engineer or building official. d.If the soil bearing capacity is less than 1,000 PSF,consult a professional engineer for foundation system requirements. Fig. 3-1 5 CHAPTER 4: FOUNDATION AND SUPPORT REQUIREMENTS NOTE: This chapter covers only foundations. Page 8 sum- Select manufactured pier heights so that their adtustat marizes the usual types. Set-up procedures and methods risers do not extend more than recommended by the ma for securing the home to its foundation are discussed in ufacturer when finally positioned. Chapter's. All piers must nest on footings that either extend below tt frost line or are otherwise protected from frost effects,ai =R S are placed on either undisturbed soil or compacted fill. importance. Incorrect size, location or spacing of piers may cause serious structural damage to the home.It is important DESIGN PRQ�EQ6JRES to install piers around the perimeter if required for the home. Piers Less Than 36" High. Construct piers less than Failure to do so may lead to sagging floors, walls and root's. high out of single, open or closed -cell concrete bloc! Acceptable Types. Piers may be concrete blocks or pres- 8"x 8"x 16". Install them so that the long side is at ric sure treated wood, capped and shimmed with wedges, or angles to the supported I-beam (See Figure 4-2). Posit adjustable manufactured metal or concrete devices (see open cells vertically upon the footers. (See Figure 4- Figure 4-2).Manufactured piers should be listed and labeled Horizontal offsets should not exceed 1/2" top to bottc for the required toad capacity. Mortar is not normally required. Manufactured piers sho be listed and labeled. Do not extend their adjusting stL DESIGN REQUIREMENTS beyond the limits specified by the manufacturer. Load-Bearing capacity.The load that each pier must carry Piers 36"to 80" High. Construct all piers between 36" depends on factors such as the dimensions of the home, 80"high, and all corner piers over three (3)blocks high, the roof live load, the spacing of the piers, and the way they of double, interlocked concrete blocks (See Figure 4 aro hom^. Center beam/marriage wall Mortar will not normally be required. blocking is required for multisection ,comes. piers Over 80" High. Where permitted by local codes, See tables 1 and 2 for pier capacities. Manufactured piers them in concrete mortar with steel reinforcing bars inset must be rated to at least these capacities, and locally con- in the block cells and fill the cells with concrete.Where s structed piers must be designed to transmit these loads safely. construction is not permitted by local codes,have piers c 80" high designed by a registered professional or struct Configuration. Figure 4-2 shows the recommended arrange- engineer. ment of concrete piers constructed on-site. Concrete blocks Location and Spacing.The location and spacing of p should have nominal dimensions of at least 8"x 16". They depend upon the dimensions and weight of the home, must be stacked with their hollow cells aligned vertically. roof load zone, size, and type of construction of the footii When piers are constructed of blocks stacked side-by-side, every layer should be at right angles to the previous one Other factors such as the location of doors or o (See Figure 4-2). openings and heavy pieces of furniture are.also impor In general locate piers no more than 2'from either end, Cap hollow block piers as shown in Figure 4-2 to distrib- not over 10' o.c. ute the structural load evenly across them. Caps may be of solid masonry or hard wood, and of the same length and Single-Section Homes.Figure 5-2 shows the recommer width as the piers they rest upon.Avoid plywood, as it may locations and spacing of piers for single-section homes. lead to unwanted settling or movement. Multi-Section-Homes. Figure 5-3 shows the recommer Use 4"x 6" hardwood shims (wedges) to level the home location and spacing of piers for multi-section homes. and fill any gaps between the base of the I-beam and the top of the pier cap.Always use shims in pairs(See Figure 4- Cinder Doors and Heavy Furniture. Place additional 2). Drive them in tightly so they do not occupy more than 1" on both sides of exterior doors, side-wall openings N of vertical space. When the space to be shimmed is less than 4' (such as sliding glass doors), under porch c than the minimum thickness of available caps or concrete wood stoves, and under the expected locations of i- blocks. dimension lumber may be used under the caps. pieces of furniture such as pianos, organs, waterbeds FOUNDATION AND SUPPORT REQUIREMENTS (Continued) DES9ON PROCEDURES (Continued) Footings.Support every pier with a properly designed foot- Flood-Prone Areas. Skyline Corporation does not recom- ing, as follows. mend locating homes in river or coastal flood-prone areas. ACCE?TAELE 7 Y P E S OF FOOTINGS. Special elevation and anchoring techniques are required Concrete. Footings may consist of precast or poured-in- when locating in a flood-prone area. Consult a registered place concrete, pads slabs, or ribbons at least 3-1/2" thick professional or structural engineer to make sure that home with a 28-day compressive strength at least 3,000 psi. design and construction conform to applicable federal, state Footing size in no case shall be less than 144 sq. in, or and local codes and regulations. The FEMA publication smaller than the pier supports. listed below contains design and construction recommen- dations. Pressure-Treated Permanent Wood.Two layers of 2"thick pressure-treated wood planks, with the long dimension of Severe Wind Areas. Special foundation and anchoring the second layer placed perpendicular to that of the first, techniques are required when locating in a severe wind fastened and with cut edges painted or retreated, may also area is unavoidable. Consult a registered professional or be used. structural engineer. The HUD foundations design guide referenced herein contains recommendations for designing Other Materials.You may also use other materials approved foundations and anchoring systems. Do not place-vour for this use by local authorities if they provide equal load- home in a wind zone more severe than the one indicated on bearing capacity and resistance to decay. the data plate located by your home's main electrical panel. PLACEMENT IN FREEZING CLIMATES. Special Snow Load Conditions. Homes designed for and Conventional Footings. For frost-susceptible soils, to pre- located in heavy snowfall areas or subject to other extreme clude the harmful effects of ground frost heave, footings loading conditions may require special piers or footings.See should usually be placed below the frost line. Consult local tables and/or special manufacturers instructions provided authorities to determine frost penetration.In the absence of a with your home. local code, use the frost penetration.map as a guide. Floating Slab System.When properly engineered by a reg- IMPORTANT REFERENCE DOCUMENTS istered professional engineer. compatible with the anchorage Foundation plans available from manufacturer. requirements of Chapter 5,and acceptable to the local author- ity having jurisdiction, a "floating slab system" may be used • ANSI/NCSBCS A225.1-1987, "Manufactured Home instal- above the frost line. lations;' NCSBCS, 505 Huntmar Park Drive, Herndon, VA Insulated Foundations. Footings may also be placed 22070, (703)437-0100. above the frost line when the home is provided with a • ASCE 7-88, "Minimum Design Loads for Buildings and perimeter foundation or skirting having insulation properties other Structures," ASCE, 345 East 47th Street, New sufficient to prevent freezing of the soil under or adjacent to York, NY 10017-2398. every load-bearing component of the foundation and accept- able for this purpose by the local authority having jurisdic- FEMA 85, "Manufactured Home installation in Flood tion. Useful design guidelines may be found in references Hazard Areas," FEMA, Washington, DC 20472. (202) at the end of this chapter. Insulation systems should be 646-2708, September, 1985. compatible with the requirement to cross ventilate the entire . HUD Handbook 4930.3 (1989),"Permanent Foundations space under the home. Guide for Manufactured Housing," HUD, 415 7th Street, Proper Sizing of Footings. Proper sizing of footings S.W., Washington, DC 20410. depends upon the load-carrying capacity of both the piers . "All Weather Wood Foundation Systems Manual" and the soil. See Table 4 for recommended footing sizes. National Forest Products Association, 1619 Massachu- Permanent Foundations. Check local building codes and setts Ave., N.W., Washington, DC 20036, June, 1976. regulations and consult a registered professional or struc « • Design Guide for Frost-Protected Shallow Foundations, tural enaineer when you are setting your home on a per- Prepared for U.S. Dept. of Housing and Urban Develop- manent foundation (such as a full basement, crawl space or ment by: NAHB, Upper Marlboro, MD, June, 1994; load-bearing perimeter foundation).A permanent foundation instrument No. DU100K000005897. design, which meets most local codes, may be available from Skyline Corporation.Please contact the Skyline division "Building Foundation Design Guidebook" Document No. which manufactured the home or Skylines National Director DE 88013350, National Technical Information Service, of Consumer Relations. 5285 Port Royal Road, Springfield, VA 22161. 7 =OUNDATION ANIS SUPPORT REQUIREMENTS (Continued) MANUFACTURED MOMS INSTALLATIONS SINGLE OR MULTI-SECTION HOMES TYPES OF FOUNDATION SYSTEM - MAIN COMPONENTS(*) 1. Piers-Ground Anchors. Home rests on piers of concrete block, formed-in-place concrete, permanent wood steel pedestals on permanent wood, crushed stone or concrete footers. Ground anchors in soil angled to res straps or embedded in concrete deadmen in soil. Straps tied to the frame, with or without over-the-top strap, 2. Concrete Slab or Continuous Footing. Home rests on a concrete slab or ribbons of concrete. Straps til between frame and perimeter footers or concrete slab. Skyline Corp. recommends installing earth anchors pr to pouring concrete slab. Concrete slab should be sloped to prevent water accumulation under home. 3. Pile/Post System. Home rests on piles/posts placed sufficiently deep in the ground to resist all wind, snc front heave and earthquake forces. Straps fasten home to the piles/posts or caps placed thereon. 4. Concrete or Concrete Block Load-Bearing Perimeter Wails. (Basement or Crawl Space) Home rests exterior load-bearing walls which sit on concrete footings weight to resist all external forces.The floor conn,' tion to foundation resists external forces. *For Skyline multi-section homes, the mating walls are supported by-piers or support walls with straps a ground anchors, providing resistance to downward and uplift forces. TYPICAL FOOTING PADS FiG. 4-1 \/ 2q• ��.;.�� SINGL c PAD FOOTING ;, 2, >q DOUSINGLE PAD FOOTING BLF PAD FOOTING �Y I Y �� ` ' ❑OIIRt F SAD FOOTIN nnURLE PAD FOOTING RIPLF PAD FOOTING �i LOhG MSiRIBUiINO PAO PoR EUPP011T `i -IND DOURER PA.D FOOTING ^`>,�a �. TRIPE_PAD FOOTING I LOAD DISTRIBUTING PAD FOR SUPPORT' �✓ T NO DOURER SAD FDDII_N_C (24'x24'x4•) QUAD PAD FOOTING i { 16"x16"x4" CONCRETE PAD FOOTINGS ! 8"x16";<4" CONCRETE PAD FOOTINGS 2"x12"x24"WOOD PAD FOOTIt 8 EO ICA1�T �1� ,-'i.T DORT REQUIREMENTS (Continued) 'i�'PIC."AL PIER C"*NSI'RI lCF 1A 10 N I-Beam frame Gap between top of pier and main frame may be hardwood plate(not exceeding 2"in thickness) and shims(not exceeding 1"in thickness).Shims shall be at least 411 wide and 6"long,ftteo and driven tight between wood plate or pier and main frame.2"or 4"solid concrete block may fill remainder of gap. v : "�"•• ;-g-g. Cap—Wood or concrete,2"x8"x16"installed with 16"dimension perpendicular to the ?$nR- } :. I-beam frame. is = .... .. y;``E-1111 ` Sinale open or closed cell concrete blocks 8"x8"x16"(open cells placed vertically upon footer) in ' $F stalled with 16"dimension perpendicular to the I-beam frame. _ - 111 Footing-Solid concrete or other product approved for the purpose.Size according to-cable 4. Ground Level I_ Footing below frost line when subject to frost heaving. SINGLE BLOCK PIER -8000 LBS. MAXIMUM CAPACITY. PIER CAPACITY 'st,u'ess °J' *B MUST BE EQUAL TO OR MORE THAN REQUIRED FOOTER CAPACITY. �e04a��... este zs% E •,•, .�.� Concrete grouting Cap-Solid concrete block or equivalent. ; Steel reinforcing bars iidllS >.iii _ s`'w�"'"`'`"` Double Interlocked For piers exceeding 60 inches in A Blocks.Max.Height is 80". height the concrete blocks should o :: •:.•.. so-•, / AL �e ? s,�< :vs^ be filled with concrete grouting e and steel reinforcing rods should :>x<::>.•. :#s' :: be used. DOUBLE BLOCK PIER - 14000 LBS. MAXIMUM CAPACITY. PIER CAPACITY MUST BE EQUAL TO OR MORE THAN REQUIRED FOOTER CAPACITY. Footings placed on firm undisturbed soil or in controlled fill free of grass and organic materials compacted to a minimum load bearing capacity:of 1000 PSF. ,s 4 0 303S 1 ,s 1, a6 so 3i s 36 ZI 6o a D+ ae 34500 Sa Is i 2a a6 ae S• s! s+ 1 a 6 7 e eG ie ae +2 60 s1 O•=1e •F�lS1a a ss!;� ', 1 �b I346 IS 24 (.1 72 C3536 -62 s a+ l•✓ IZ a1. 54 Z6 is 111 ae•s SA .12+ 30 I 2 ° ° 21 6 3O le +C26 3s +2'•p 10 2t 3 »1�•6 2+ 'i 42 .O '2 6 I+l +6 30 a+•20 e �2 2 /17° ZO 22 S I ai �4r15�\ l.� \ Z ly7 ,37� 's IZ 21 16 le 30 2 I Ia\21 1 6 12� ` 'li S 16 30 2 20 ` 7 \2 Y 1 3 ao Is?• s 3 13 6 1 36,1 IS a \. 3 Ia I I • 6 3 ) I Frost Penetration Map AVERAGE DEPTH OF FROST PENETRATION — IN INCHES SOURCE: U.S. Deot. of Commerce Weather Bureau FIC. 4-2 9 FOUNDATION AND SPORT REQUIREI FA71 S (Continued) SUPPORT REQUIREME 7S The desian loads and minimum footing sizes used in the The support requirements for homes designed for 6( selection of the support structure are set forth in Table 4. PSF and higher roof load (and those specifically indicatec The loads and footing sizes are the minimum values to be middle and north zone homes)are found in the Suppiemen used for the support structure and are based on the indi- accompanying this manual entitled "Manufactured HOME cated roof live load and a floor live load of 40 Psf. Installation for Perimeter Blocking.' All load bearing supports and footings may be subject to Contact the Skyline division that built the home for morE approval by the local Enforcement Agency. information concerning perimeter blocking. TABLE 1 PIER LOADING UNDER MAIN ;-BEAMS SINGLE-WIDE HOMES 12'WIDE HOMES 14'WIDE HOMES 16'WIDE HOMES Pier Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load spacing (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) .(Lbs) Under 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF Main Roof Roof Roof Roof Roof Roof Roof Roof Roof I-Beams Zone Zone Zone Zone Zone Zone Zone Zone Zone (Ft.) 4 2130 1 2420 1 2560 2410 1 2740 1 2940 2700 1 3060 1 3320 5 2660 1 3020 1 3190 3020 3420 1 3670 3370 3830 1 4150 6 3190 3620 3830 3620 4110 1 4410 4050 4590 1 4980 7 3720 1 4230 1 4470 4220 1 4790 1 5140 4720 5360 1 5810 8 4250 4830 1 5110 4820 5480 1 5880 5400 1 6120 1 6640 9 4780 5440 1 5750 5430 1 6160 1 6610 6070 1 6890 1 7470 10 5320 1 6040 1 6380 6030 1 6650 1 7340 6750 1 7650 1 6300 Wt.Per Foot 532 604 638 603 685 734 675 i 765 830 See Note 4 NOTES: 1. See Table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities.The footing sizes an pier loads are minimums required for the applicable conditions.The footing shall not be smaller than the pier it support of 144 square inches. 2. The maximum spacing of supports is not to exceed 10 feet. 3. Where it is impractical to maintain spacing, such as in the axle area,the average of the distance to each adjacent suppo may be used to determine support requirements: for example: if the distances to the adjacent supports were 6'-0" an 8'-0", the average spacing would be 7'-0". 8'-C" CERT ' 05703 STI A,7- OF 0 Pier A Pier B Pier C The average spacing for pier B would be (6 = 8) / 2 = 7 ft., therefore, pier B wouid be designed for 7 ft. pier spacing. 4. The last line in the above Table is the weight per foot each main I-beam is carrying. Multiply this number by the srx a pier is carrying to determine the required capacity of that pier. F=OUNDATION AND SUPPORT REQUIREMENTS (Continued) TABLE 2 PIER LOADING UNDER MAIN I-BEAMS DOUBLE-WIDE HOMES 20"WIDE HOMES 24-WIDE HOMES 26` &28-WIDE HOMES 32'WIDE HOMES Pier Pier Load Pier Load I Pier Load Pier Loadl Pier Load I Pier Load Pier Load Pier Load!Pier Load Pier Load Pier Load Pier-Load Spacing (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) Under 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF Main Roof Roof Roof Roof Roof Roof Roof Roof Roof Roof Roof Roof I-Beams Zone Zone Zone Zone Zone Zone Zone Zone Zone Zone Zone Zone (Ft.) 4 1810 1 2060 i 2170 2100 1 2390 1 2560 2360 1 2630 1 2940 2680 1 3000 1 3320 5 270 1 2580 1 2710 2630 12980 1 3190 2950 1 3350 1 3670 3350 1 3750 1 4150 6 2720 1 3100 1 3260 3150 j 3580 1 3830 3540 1 4020 1 4410 4020 1 4500 1 4980 7 3170 3610 3800 3680 1 4180 1 4470 4130 1 4690 1 5140 4690 1 5250 1 5810 8 3630 1 4130 1 4340 4200 1 4770 j 5110 4720 1 5360 1 5880 5360 1 6000 1 6640 g 4080 1 4640 1 4880 4730 1 5370 1 5750 5310 1 6030 1 6610 6030 1 6750 7470 10 4540 1 5160 1 5420 5250 1 5970 1 6380 5900 1 6700 7340 6700 7500 1 8300 Wt.Per Foot 454 516 542 525 I 597 638 590 1 670 734 670 750 830 See Note 5 NOTES: 1. See Table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities.The footing sizes and pier loads are minimums required for the applicable conditions.The footing shall not be smaller than the pier it supports or 144 square inches. 2. The maximum spacing of supports is not to exceed 10 feet. 3. Where it is impractical to maintain spacing, such as in the axle area, the average of the distance to each adjacent support may be used to determine support requirements: for example: if the distances to the adjacent supports were 6'-0" and 8'-0", the average spacing would be 7'-0". '1N111111111 OF Pier A Pier B Pier C S NALE�G`�� U11H11r1' The average spacing for pier B would be (6 _ 8) /2 = 7 ft., therefore, -t'zi'9� pier B would be designed for 7 ft. pier spacing. 4. Concentrated loads at marriage line (see Table 3). 5. The last line in the above Table is the weight per foot each main I-beam is carrying. Multiply this number by the span a pier is carrying to determine the required capacity of that pier. FOS ND-A.71E.?N AND SUPPORT REQUIREMENTS (Continued) TABLE 3 PIER LOADING UNDER CENTERLINE BEAM DOUBLE-WIDE BIOMES 20'WIDE HOMES 24'WIDE HOMES 26' &28'WIDE HOMES 32'WIDE HOMES Span Pier load Pier load Pier loadPier load Pier load Pier load Pier load Pier load Pier load Pier load Pier load Pier ioa Between (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) Columns 2D PSF 30 PSF 40 PSF 20 PS- (Ft.) 3D PSF 40 PSF 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF See Note 1 Roof Roof Roof Roof Roof Roof Roof Roof Roof Roof Roof Roof Zone Zone Zone I Zone Zone Zone Zone Zone Zone Zone Zone Zone 6 900 1 1200 1 1500 1 1080 1 1440 1 1800 1260 1 1680 1 2100 1350 1 1800 1 2250 10 ( 1500 1 2000 2500 1 1800 1 2400 1 3000 2100 2800 1 3500 22501 3000 1 3750 12 1800 I 2400 1 3000 2160 1 2880 1 3600 2520 1 3360 1 4200 2700 1 3600 1 4500 14 2100 I 2800 1 3500 12Q0 1 3360 1 4320 2940 1 3920 1 4900 3150 1 4200 1 5250 16 2400 I 3200 1 4000 2880 1 3840 1 4800 3360 1 4480 1 5600 3600 1 4800 1 6000 18 2700 I 3600 1 4500 3240 I 4320 1 5400 3780 1 5040 I 6300 4050 1 5400 1 675 20 3000 1 4000 1 5000 3600 4800 1 6000 4200 1 5600 I 7000 4500 i 6000 1 7500 24 3600 1 4800 1 6000 4320 1 5760 1 7200 5040 1 6720 1 8400 5400 1 7200 1 9000 NOTE: 1. Where a column is located between two openinas,sum the loads for each opening to obtain the required pier load. 2. See table 4 for minimum tooting sizes based on pier loads and allowable soil bearing capacities. S. The concentrated loads consist of roof loads only. 4. Pier locations at the marriage wall are marked with paint or metal indicator straps. 5. Piers used side by side to obtain the required load are permissible. PIER LOADING AND INSTALLATION ANDER SIDEWALL DOORS AND WINDOWC- unit Sidewall Unit Sldewall Typh:al poor or window opening- A F—I Width vanes-see / Floorjolst table below. I I See r Typical pier j Note 6. L11Floor joists j 4x4 block,4" I lonperthanjoist t� A f spacing.Installed pier installed Pier installed such that is spans when joist is when joist hs SECTIDN'A-A' joists on either npt under antler Door sloe of door iamb. oodr Iamb. jamo. A B LE 3A 36"MAX. OPENING 78.5"MAX. OPENING 108"MAX. OPENING 121"MAX.OPENING Pier Loadl Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load Pier Load I Pier Load Pier Load Pier Load I Pier Loac Nominal (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) Unit 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF Width Roof Roof Roof Roof Roof Roof Roof Roof Roof Roof Roof Roof (Ft.) I Zone Zone Zone p Zone Zone Zone Zone Zone Zone Zone Zone Zone 12 390 1 510 ; 620 ( 810 1 1050 I 12B0 1110 1 1440 1760 1250 i 1610 1 1980 14 440 ; 560 1 690 890 i 1160 1 1430 1230 1 1600 1 1960 1370 1780 1 2200 16 480 1 620 1 760 980—i 1270 I 1570 1340 1 1750 1 2260 1500 1960 1 2420 18 ( 510 1 670 1 830 1050 1380 1 1700 1450 1 1890 1 2340 1620 1 2120 1 2620 20 350 1 450 1 550 720 920 1 1130 990 1 1270 I 1550 1100 1 1420 1 1730 24 390 1 510 1 620 810 1 1050 1 1280 1110 1 1440 ! 1760 1250 1 1610 1 1980 26 420 1 540 1 660 1 860 1110 1360 1180 1 1520 1670 1320 1710 1 2100 21s 430 550 ! 660 880 1140 1400 1210 1 1570 1930 1350 i 1750 ' 2160 32 460 1 600 1 740 950 1240 1530 il1310 1 1710 1 2110 ( 1470 1910 2360 NOTES: 1. Piers are reouired at all entry doors and window openings 4 feet wide or greater. 2. Piers are also required at bay windows wnere the sidewall opening is 4 feet or greater. Piers are not required at poor and window openings located along endwalls. 4. Piers are not required at some door and window locations if the floor has been reinforced at the factory.Contact the division that built your home to oetermine if this is applicable to your home. See table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. e. Maximum pier setback is 6".If pier load (trom table 3A)is 1240 lbs.or less, and Nominal unit width is 12', 14',20'.24'.26'or 28',then setbaci;may be 10°mar..It pier load (from table 3A)is 1930 lbs.or less,and Nominal unit width is 16', 18'or SZ,tnen setback. FOUNL3AT'FON AND SUPPORT' REQUIREMFATT"S (Continued) TABLE 4 FOOTING SIZES FOOTING S6ZES (IIS x IN) OR EQUAL AREAS (SO. IN.) ALLOWABLE SOIL BEARING VALUE REQUIRED PIER 1000-P 1500 PSF 2000 PSF T3000 PSF 4000 PSF 6000 PSF LOAD REQUIRED TYPICAL REQUIRED TYPICAL REQUIRED TYPICAL j REQUIRED TYPICAL REQUIRED TYPICAL REQUIRED TYPICAL CAPACITY AREA SIZES AREA SIZES ( AREASIZES AREA SIZES AREA SIZES AREA SIZES (POUNDS) Q. IN.) (IN.xIN.) (SQ. IN.) (IN.xIN.) (SQ. IN. (IN.xIN.) (SQ. IN.) (IN.xiN.) (SQ. IN.) IN.xiN:) (SO. IN.) (IN.xIN.) 1500 216 12x20 1 144 12x20 144 12x20 144 12x20 1 144 12x20 I 144 12x20 2000 288 16x20 192 12x20 144 12x20 ► 144 12x20 144 12x20 144 12x20 2500 360 1Bx20 240 12x20 ► 180 12x20 144 12x80 144 12x80 ► 144 12),20- 3000 1 432 20x22 288 16X20 1 216 12X20 144 12X20 144 1,2x20 144 12X20 3500 1 504 22x24 ► 336 18x20 252 14x20 168 12X20 144 12x20 144 12x20 4000 ► 576 24x24 1 384 20x20 1 288 16x20 192 12x20 I 144 12x20 144 12x20 4500 f 648 26x267- 432 20x22 1 324 18x20 216 12X201 162 12x20 144 12X20 5000 720 26x28 1 480 22x22 1 360 1Bx20 240 12x20 180 12x20 1 144 12x20 5500 ► 792 2800 ► 528 22x24 396 20x20 264 14x20 198 12x20 144 12x20 6000 864 30x30 I 576 24X24 432 20x22 288 16x20 216 12x20 144 12x20 6500 936 3Ox32 624 24x26 468 22x22 1 312 16x20 234 12x20 156 12x20 7000 1.008 32x32 672 26x26 504 22x24 I 336 18x20 252 14x20 168 12x20 7500 1080 32x34 720 26x28 ► 540 24x24 360 1Bx20 270 14x20 180 12x20 8000 1152 34x34 768 2BX28 576 24x24 i 384 20x20 288 16x20 192 12x20 8500 1224 34x36 816 2Bx30 612 24x26 408 20x22 306 16x20 1 204 12x20 9000 1296 36x36 864 30x30 648 26x26 432 20x22 324 18x20 216 12x20 9500 1 1368 36x38 912 30x32 684 26x28 456 22x22 342 18x20 228 12x20 10000 1440 38x38 960 30x32 720 26x28 480 22x22 360 18X20 240 "2x20 gs <� • • • • , e ISS D AQP ``em 1,o•��3 TABLE 4A COMMON FOOTING SEZES AND CAPACITIES FOOTING FOOTING CAPACITY AT VARIOUS ALLOWABLE SOIL BEARING VALUES (Pounds) SIZE 1000 PSF 1 1500 PSF 2000 PSF 1 3000 PSF 4000 PSF 6000 PSF 16"x16" 1780 2665 1 3555 T 5335 1 7110 ( 10665 18"x18" 2250 I 3375 4500 I 6750 I 9000 I 13500 24'x24" 4000 1 6000 ► 8000 12000 1 16000 ► 24000 16'x32" 3555 5335 '110 1 10665 1 14220 21335 32"x32" 7110 1 10665 I 14220 21335 ,2" Round 785 1180 1570 I 2355 I 3140 4712 16" Round 1 1395 1 2095 2790 1 4190 I 5585 I 8375 1 1E" Round 1765 1 2650 1 3535 5300 1 7070 10600 24" Round I 3140 1 4710 1 6280 I 9425 I 12565 I 18850 j 36" Round 1 7070 1 10600 1 14135 1 21205 C TER 5 sET-up PROCEE ►RES WARNING: WHEN SEWING UP THIS HOME,THE FOLLOWING PRECAUTIONS REGARDING JACKING MUST BE FOLLOWED: Moving Home To Location: Make sure the following items 10. Do not go under the home while it is supported on the are completed before placing the home: jacks, unless safety timbers capable of supporting the home are in place. • The site is properly prepared.See Chapter 3. - - -- - • All concrete work necessary-to setting the home is finished. FAILURE TO FOLLOW THESE WARNINGS MAY RESULTIN SERIOUS INJURY OR DEATH. • Utilities are installed or available. Reminders before jacking... • Any trenching,for crossover drain lines or for wheels that 1. Use only jacks in good condition with a minimum rating will be left in place, is complete. of 10 tons. • Items that could'be difficult to install after the home is 2. Use a minute man C-Channel jacking plate or equivalent sited (such as anchors and ground moisture retarders) between jack and steel I-beam to distribute the concen- are in their proper locations. trated loads.(See Figure 5-1) CAUTION: THE HOME WEIGHS'SEVERAL TONS. USE 3. Use a firm support under the jack base to prevent tipping ADEQUATE TEMPORARY SUPPORT BLOCKING TO or settling of the jack.Skyline recommends a 12" x 12" SAFEGUARD WORKERS. SKYLINE CORP. RECOM- or larger pad. MENDS WOOD BLOCKING. 4. Always follow the sequence of jacking outlined below to Positioning Home. When not placing the home on a con- avoid overstressing structural members. crete slab or poured-in-place footings, mark the corners of the home and lay out footings, and support devices close to where they will be used.Then move the home or first sec- tion.into position. Leveling and Blocking —Single-Wide Homes. 1. Before doing any jacking, place support piers for the - I'-BEAM home in the locations under the home as specified in the --- --------------- home installation instructions. C-CHANNEL 8"LONG 2. Use a minimum of two jacks, each with a rating of at 10 TON JACK least ten tons. JACK SUPPORT-LOCATE 3.Jack only on the main chassis I-beam. Locate the jack ON FIRM SOIL directly under the vertical web of the I-beam.Do not jack on the seam Qoint between flanges) of a twin I-beam. u, = III =1►I = IIII- �' 4. Use a large 3/8 inch thick steel plate, C-channel or other N FIG. 5-1 equivalent plate between the main chassis I-beam and the jack head to distribute the load. 5.The jack base,and any blocking must be located on firm ground. 6. Do not operate the jacks while you are under the main 1-beams of the home. 7. Use jacks only for raising the home. Do not rely on the jacks to support the home. 8. Place 4" x 6" x 46" min. safety timbers between the I-beams and ground in case of jack failure. Timber should be hardwood. 9. Raise the home in small increments and provide addi- tional blocking between the home and the piers and safety piers as the home is raised. SET-UP PROCEDURES (Continued) The jacking procedure is as follows: 1. After the home is located in its final position, you can preliminarily level it by using the hitch jack but only after �+ adequately wheel blocking the home so it does not roll. 2. Jack up one side of the home by placing one jack just cb forward of the front-spring hanger and the other just behind the rear spring hanger.These two jacks must be operated simultaneously to raise the home.Jack low side 1' of the home first. Install footings and piers; one just MAXIMUM PIER forward of the front jack and another just behind the rear SPACING AS jack (taking care not to exceed the correct spacing I-BEAM I SELECTED FROM �,' 7ABLE:1 selected from Table 1 or 2). �f }� S. Next,jack the main I-beam at the front and position a pier within 2'-0"of the end of the I-beam.At the completion of I TYPICAL /PIER this step, this side of the home should be approximately •i�� level. 4. Repeat Steps 2 and 3 for the other side of the home.At the completion of this step, the home should be roughly ; level from front to rear and from side to side. 10''0" I MAX. 5. Place the remaining pier supports under the main '1' ' 1 2'-0- I-beam on each side taking care to maintain a maximum FIG. 5-2 distance of no more than the spacing determined from Tables.1 or 2 with piers located with 2'-0" of each end of each I-beam. (See Fig.5-2) 6. Level the home within reasonable tolerances, using a 6 foot carpenter's level, water level, or similar equipment. The final height adjustment is obtained by jacking the I-beam and placing hardwood shims between the piers and I-beam, or other approved methods such as adjustable piers. THIS LEVELING PROCESS IS IMPORTANT FOR APPEARANCE AND IS ESSENTIAL FOR THE PROPER OPERATION OF DOORS, WIN- DOWS, AND THE DRAINAGE SYSTEM. 7. Place additional supports at each side of sidewall open- ings over 410"wide and each side of exterior doors. & Within 90 days after initial set-up, the home should be releveled, if necessary, to compensate for any pier set- tlement. Follow the procedure in Item 6 above. NOTE: DURING THE LEVELING OR RELEVEI_ING PROCESS, LOOSEN FRAME TIES AND OVER-THE- ROOF TIES (IF PROVIDED) PRIOR TO JACKING HOME. 15 SET-BJP PROCEDURES (Continued) LEVELING AND BLOCKING, DOUBLE-WIDE HOMES With the exception of the requirement for support under and.(3)special requirements for local jurisdictions.It may b the marriage wall of double-wide units, leveling and blocking desirable to construct the footings and piers (to grad procedures are the same as for single-wide units.The site height) prior to moving the home to its final location. Pre must be prepared as previously described. Special consid- construction of the footings and piers to grade may be ac eration must be given to the footings and pier construction compiished by referring to the pier location diagram, Figur required by (1) local soil conditions,.(2) depth of frost line 5-4, making special note of the additional piers required centerline beam supports. If there are questions regardin Pier centerline r 1'of front required p ons, p and rear wall.This pier pier locations, lease contact the division for aid. Piers Ic only if there is a column located at cated at the centerline, may carry much higher loads tha the front or rear wall. other pier locations. (See Table 3) PROPER BLOCKING OF THE CENTERLINE BEAM I; VITAL TO THE PERFORMANCE OF A DOUBLE-WID! `r `�� : 2'-0°Max. HOME. `�I 1 I I I FIG. 5-4 varies" 1 I CO � J J ' 1 i Piers required at = all interior column F •I-BEAM locations,per Z I I Table S.(See detail) J _ r J J `J � 1 Z 5 II Z I RIM JOIST T L J L1 J AT MARRIAGE LINE Max.Pier ' i I spacing as WHERE AVAILABLE PIERS I I selected DO NCT HAVE THE CAPACITY from Table 2. REQUIRED BY TABLE 3 FOR CONCENTRATED LOADS 1 -2 OR MORE PIERS MAY BE USED. r r �I FOOTINGS AND PIERS SHOWN THE SUM OF PIER CAPACITIES FOR ILLUSTRATIVE PURPOSES AT EACH SUPPORT POINT SHALL ONLY—ANY APPROVED SYSTEM BE AT LEAST EQUAL TO THE LOADS ' ' 1 MAY BE USED. SPECIFIED IN TABLE S. L�J � L�J L�i III Dimensions vary.If pre construction of footing cnancm�s N24u EACH UPLIFT CONNECTOR CAPACnY MARRIAGE WALL is desired,contact the Skyline division who TO BE RESISTED BY IS 31141 EACH 70 BE RESIMD manufactured the unit for�appplicable dimensions. ANCHORING —�, BY ANCHORING EQUIPMENT. Qil1{ EQUIPMENT STANDARD HURRICANE STRAP CAPACITY IS 31500 CABLE S THIMBLE SYSTEM PER STRAP R� ....... ,�! SHOWN FOR ILLUSTRATION `e t•(3i18TE ••• �� APPROVED METHOD RIM JOIST •• ry�VV �� - MAY BE USED. 1141 CABLE THIMBLE l • * INSERTED IN CABLE CLAMPS� CONNECTOR HOLE. r CLAMPS • /-�/ GALVANIZED STEEL I STANDARD HURRICANE STRAP CABLE 7/32"DIA(7x7)DR SLOT IN STRAP IS FOR INSTALLATION OF IS TO BE CONNECTED ATE • 114"DIA.(7x17) STANDARD HURRICANE STRAP DESCRIBED DIRECTLYTO APPROVED • Centerline Support pier TENSION CABLE PER TIE- ON PAGE 21.CONNECT TIE-DOWN STRAP ANCHOR.STRAP IS ATTACHED 1 A,•" �• location indicator- DOWN INSTRUCTIONS DIRECTLY TO UP-LIFT CONNECTOR AS SHOWN N TO WALL IN FACTORY. �� •• •'• �`� Metal strap or centerline BY FIG.5.72.(SPLICE DEVICE NOT REQUIRED) NAL. ��� joist marked with paint ��IIg31 ped! beneath home or paper TYPICAL MARRIAGE WALL STRAPS FIG. 5-3 &.So-4.!118 tag indicating pier location. FIG. 5-5 y t; SET-UP PROCEDURES (Continued) FIG. 5-6 USE OF WATER LEVEL VALVE WATER LINE GONTAINFR Tube SUPPORT DEVICE MATERIAL TO MAKE LEVEL - Five Gallon Pail with Lid - Plastic Tubing— 100 feet x 3/8"or 1/2" - Cork—1-1/2" - Male Barbed Fitting—3/8" x 3/4" - Steet Washer—7/8" - Nut—3/4 - Female Barbed Fitting—3/8 x 1/2" - Male Valve—1/2" - Pipe Sealant - Cake Coloring—8 oz. "HOW TO USE A WATER LEVEL°° PLACE AT ANY POINT AROUND HOME Unroll Tubing: Position level where it is to be used.Take care not to have kinks in it, step on it or lay anything on it. Check for Air Bubbles:To remove any; lower valve below bottom of container and open. Close valve when they are out. Container Location: Located so valve can reach all areas of home. Build up container so water line in valve end of tubing is at the predetermined height support devices will be set. Leveling of Support Device: Secure valve above determined height and open. Adjust device as needed. Close valve and move to next support device. NOTE: Level all support devices before lowering home. 17 SE's-BJP PROCEDURES (Continued) DOUBLE-WIDE INTERCONNECTION The procedure for connecting the homes is as follows. will not cause a problem, than a small misalignment 1. Remove the temporary closure materials (polyethylene will be observed in the interior of the home. and batten strips) and position the halves as close to- 5. With the home aligned at the floor and supported b, gether as possible in the final desired location. Do not foundation, join the floors using 3/8" x 2-1/2" (4- remove temporary beam supports until step 7 has been w/double perimeter joist) lag screws 2 to 3 feet on cer completed. The centerline gap at the floor should be a maximur 3/16':Use the procedures outlined on page 16 to level 2. Move the first section of home into Its desired position, home and check supports and footings with tables 2 an Block and level it in the same manner as described for a 6. To obtain access into the ceiling cavity to bolt or al single section home. Skyline Corp. recommends, if pos- nately lag screw the ridge beam sections together, sible, the heavy half be blocked and leveled first as it is back the underlayment paper and remove the 12" vl easier to lift and roll the light half and fit into place, sheathing panel(s) at the peak. Note that the shine 3. Install sill sealer insulating material(provided)around the may not have been installed on one or both halves,at ceiling (to the ridge beam at the ceiling panel line), end- 12" wide area at the peak. If one side is shingled, i walls and floor mating line. Fasten sill sealer with staples intended that the beams be lag screwed together. If i or nails.-See Figure 5-8A. ther side is shingled, the beam may be lag screwec bolted together. Bolts to be 3/8" x 4-1/2"at 48"o.c.v 4. Slide the two halves together with rolling and jacking 3 additional bolts at 3"o.c. over interior beam suppo equipment. Care must be taken during rolling and jack- Lag screws to be 3/8" x 4-1/2" at 24" o.c.with 6 ac Ing operations to avoid overstressing structural mem- tional lag screws at 3" o.c. over interior beam suppo bers.With the halves together at the floor, align the floors Predrill 1/4"pilot holes for the lag screws at 1-1/2"do at the ends of the home. It is better to have a minor mis- from the top of the beam and with a maximum offset fr alignment under the siding where it cannot be seen and the horizontal of 45 degrees.See Fig. 5-7. NOTE: (1) WHEN BEAM SUPPORT CONSISTS OF A COLUMN INSTEAD OF CLBEARING WALL USE 3 BOLTS AT 3"Q.C.EACH SIDE OF COLUMN (2) BEAM MARKED WITH PAINT AT COLUMN LOCATIONS 3�3 2' 46" 46�' 46' 46 4V' 4 3Q3" ' r—� 8� I12� ROOF RIDGE BEAM ENDWALL HALL BEARING WALL FIG. 5-7 7. Prior to interconnecting the ridge beam halves, examine piers are required each side of exterior doors and sF the ridge beam ends. Should there be a slight misalign- wall openings greater than 4' in width. See Table 3A ment, it can be eliminated by placing a jack under the these pier load requirements. low side of main beam on one half and use the jack to g. If home has double mating walls, then fasten the mat raise the beam.The alignment can be held by properly wall columns together with #8x4" screws 16" o.c. bolting or lag screwing the beam halves together. See Figure 5-7A. Fig.5-8. B. Place additional pier supports at the centerline at the #Bxe•wood scREws m TP'D.C. interior column locations marked on the floor with indica- EMIER FAMNINS LOCATION SHOWN Z7 IS ACCEPTABLE IF POST IS CONSTRUCTED for straps or paint (see Figure 5-3 and 5-4 and Table 3). FROM 2x,'BDR2xB'SUSE TOE-SCREW LOC. Skyline Corp. provides pier location diagrams for all It-TM PENETRATIDN REOUIRED.I multi-wide models.These diagrams show the required la MATING LINE cations of piers and are very useful in determining pier INTERIOR SUPPORT POST placement prior to taking receipt of home. Additional CONFIGURATIONS(TYP.) FIG. 5-7A 1s SET-UP PROCEDURES (Continued) DOUBLE-WIDE INTERCONNECTION (continued) NOTE:IT IS IMPORTANTTO HAVE Pad-on ceiling section ROOF/CEILING SECTIONS FLUSH AT MATING LINE PRIOR TO FASTENING OF RIDGE BEAM to be raised HALVES.IF THEY ARE NOT FLUSH,THEN THE LOW SIDE SHOULD BE RAISED BY JACKING WITH A WOOD POST OR STEEL PIPE WITH WOOD OR METAL PAD•ATTHE CEILING. PLACE THE BASE OF THE JACK ACROSS THE FLOOR MATING LINE SO THAT IT RESTS ON BOTH HALVES.JACK AGAINST CEILING ONLY IN AREAS WHERE THERE IS ON MARRIAGE FIG. 5-8 Base over both floors FIC. 5-8A at mating line. Ridge beam >:.. :. e Install sill sealr(provided) at endwalls,Floor mating line and ridge beam bottom flange. I -A 11 1111 IL11 III 1111i Mating line•rim joist MANUFACTURED HOME TIE-DOWN INSTRUCTIONS The support system must also resist lifting, sliding, and 2. Galvanized connection devices such as turnbuckles, overturning forces resulting from side winds.A method used eyebolts, strap buckles, and cable clamps should be is to install ground anchors and tie-down straps in addition rated at 3,150 working load minimum. to the piers.Tie-downs as described are the minimum nec- S. Ground anchors — capable of withstanding at least a essary of the home is to withstand its design loads without 4725 pound pull.Anchors must be installed as specified dislocation. On multi-section homes, sections must be fas- by the anchor manufacturer. Stabilizers or concrete col- tened together and level before tie-down straps are installed. cars may be required by anchor manufacturer. WARNING THE HOME MUST BE IN ITS FINAL LEVEL POSITION BEFORE GROUND ANCHOR INSTALLATION, DETER- PRIOR TO TYING IT DOWN MINE THAT THE ANCHOR LOCATIONS AROUND THE HOME WILL NOT BE CLOSE TO ANY UNDERGROUND The procedure for tying down the manufactured home is ELECTRICAL CABLES, WATER LINES OR SEWER as follows: PIPING. FAILURE TO DETERMINE THE LOCATION 'OF 1. Position and install the ground anchors under exterior UNDERGROUND ELECTRICAL CABLES MAY RESULT walls so that the final strap angle and height (H) will be IN SERIOUS INJURY AND.EVEN DEATH. within the limits shown in tables 5 thru 6D. NOTE:IN THE FRAME TIE-DOWN SYSTEM, IT IS IMPOR- 2. Connect the straps to the frame and ground anchors TANT TO USE MATERIALS OF PROPER DESIGN AND (See Figs. 5-9 and 5-10). OF ADEQUATE QUALITY.THE MATERIAL SPECIFICA. 3. Tighten the straps using the tensioning device provided TIONS CONTAINED HEREIN SHOULD BE CONSIDERED with the ground anchors. Use caution to avoid overten- AS MINIMUM REQUIREMENTS. sioning the straps which might pull the home off the Materials not furnished with the home which will be nec- piers.It is recommended that all straps be tightened only essary to complete the tie-down system must meet the re- enough to remove slack.Then,after all straps are installed quirements set forth below. Such materials would include: and the slack removed, tension the straps. 1. Cable or steel strap with a breaking strength of at least 4. The Strap Tension should be rechecked at frequent in- 4,725 pounds e.g. galvanized aircraft cable at least 114" tervals until all pier settlement has stopped. diameter orType 1,Finish B, Grade 1 steel strapping 1-114" CAUTION. DURING THE RELEVELING PROCESS, DO wide and 0.035"thick, conforming with ASTM D3953-91. NOT JACK THE HOME AGAINSTTIGHT STRAPS. ti0 S=T-UP 11DROCMURPES (Continued!) MANUFACTURED -HOME TIE-DOWN INSTRUCTIONS (Continued) OPTIONAL OVER THE ROOF STRAP PROCEDURE Materials not furnished with the home which will be ni If over-the-roof straps are provided(optional on all homes) essary to properly connect the over-the-roof straps are: the may be connected to ground anchors as specified in the 1. Ground anchors capable of withstanding at least 4,7 following procedure in order to achieve additional stability in pound pull when installed in the soil at the site. extreme winds. Note that the frame tie-down procedure on 2. Strap end connection devices (See Fig.5-10). page 19 is still mandatory. THE HOME MUST BE IN .ITS FINAL LEVEL POSITI( STEP 1 WITH FRAME TIES INSTALLED BEFORE CONNECTII THE OVER-THE-ROOF STRAPS. A STRAP BUCKLE The procedure for over-the-roof strap installation is Nor PROVIDED follows: PULL TIGHT 1. Position and install the ground anchors so that the stl DOWN TO ANCH will be vertical after attachment to the anchor.The and 50sasuerq� may be installed slightly beneath the home to avoid •, BEY T. terference with skirting (See Fig.5-11). •4•`�F:..�••" •••., errr 2. Insert the minuteman connector yoke through the eye the anchor and insert slotted bolt through the yoke. 3. Place end of strap through slotted bolt and remove sly IOWA by turning bolt. DO NOT TENSION UNTIL BOTH EN RTE ; OF STRAP ARE CONNECTED. �fAN ;' ire•+ 4. Tension and lock minuteman connector in�position;cl STEP 2 "••�' CSA •ee suit instructions furnished with connectors. �e DNAL °°°° 5. Check strap tension (See step 4 under frame tie-do annul procedure). Strap to frame tie-down procedure �'�'9g 6. For double-wide homes see Fig.5-12 for the splice c, Note:Beam attachment device may be run to top or bottom of I-Beam If device is approved in that manner. �IG' 5-9 rection at the centerline. —MIN. – MINUTEMAN STRAP DEVICE OR OPTIONAL UNDER-SKIN STEEL STRAP EQUIVALENT (FACTORY INSTALLED) F" ------ STRAPS TC APPROVED h; INSTALLED ANCHOR ;':i� VERTICALL' FIG. 5-10 ANCHOR FIG. 5-11 ANCHOR Y. Insert and of the strap through the slot on the splice device, allowing is" of strap to extend DOUSLEWIDE OPTIONAL through the device. OVER-THE-ROOF STRAPS 2. Make a ISD degree bend in the strap and slide a STEP 1 strap seal over the double thickness of strap,posi- tioning the strap seal as close to the splice device as possible.Compress the strap seal on the strap STRAP SEAL with a pair of vise grip pliers or hammer,or crimp strap seat with an A-B Chance crimping tool.(Make SPLICE DEVICE all bends in the strap as sharp as possible by STEP 2 crimping with vise grip or larger pliers). 3. Bend strap back over the seal and insert back through the slot on the splice device.Flatten bend with vise grip pliers of hammer. 4. Repeat steps 'I through 3 with the mating strap. STEP 3 Draw the completed assembly down to the ridge FIG. 6-120 beam by tensioning the strap in the ground anchor. i, �n TABLE 5 STRAP ANGLE TABLE FOR STANDARD HEIGHT PIERS SINGLE-WIDES WIND ZONE I WIND ZONE I ANCHORS/STRAPS 12' 0.C. ANCHORS/STRAPS 14.' O.C. MIN STRAP ANGLE 18 DEGREES 22 DEGREES MAX. STRAP ANGLE 47 DEGREES 37 DEGREES DOUBLE WIDES ANCHORS/STRAPS 12' O.C. ANCHORS/STRAPS 14' O.C. MIN STRAP ANGLE 8 Degrees, 10.5 Degrees for 32'Wides 8 Degrees, 12.5 Degrees for 32'Wides MAX. STRAP ANGLE 43 Degrees, 54.5 Degrees for 32'Wides 33 Degrees, 47 Degrees for 32'Wides DOUBLE WIDES WITH 5112 ROOF PITCH ANCHORS/STRAPS 8' 0.C. NA ao ° TRAP ANGLE 5.4 Degrees, 3.4 Degrees for 32'Wides - 04d°�E,@� . .•... WRAP ANGLE 42.5 Degrees, 41.5 Degrees for 32'Wides - 0 *II INJMAk. PIER HEIGHTS FOR STANDARD HEIGHT PIERS e n riTE SINGLE WIDES WIND ZONE I 'p, '•N !R ..••' e* WIND ZONE I ANCHORS/STRAPS 12' O.C. ANCHORS/STRAPS 14' O.C. EAM SPACING in 75.5 82 99.5 75.5 82 99.5 12 It H MIN in 12 12 12 13 12 12 WIDES H MAX in 36 32 23 25 34 16 14 It H MIN in 14 12 12 17 13 12 WIDES H MAX in 48 44 35 34 31 25 16 It H MIN in 16 13 12 19 15 12 WIDES I H MAX in 60 56 47 42 40 33 18 It H MIN in - - 12 - - - WIDES H MAX in - - 58 - - DOUBLE-WIDES ANCHORS/STRAPS 12' O.C. ANCHORS/STRAPS 14' O.C. MAIN I-BEAM SPACING in 75.5 82 99.5 75.5 82 99.5 20 It H MIN in 12 - - 12 - - WIDES H MAX in 23 - - 14 - - 24 It H MIN in 12 12 12 12 12 12 WIDES H MAX in 36 32 23 22 19 14 26 It H MIN to 12 12 12 12 12 12 WIDES H MAX in 42 39 30 25 23 18 28 It H MIN in 12 12 12 12 12 12 WIDES H MAX in 48 45 35 29 27 21 32 It H MIN in - - 12 - - 12 WIDES H MAX in - - 56 - - 43 For doublewides with 8'ceiling height and Wind Zone I,subtract 5"from max.pier height and 5 degrees from max strap angle. Not applicable to 572 roof models. DOUBLE WIDES WITH 5112 ROOF PITCH ANCHORS/STRAPS 8' O.C. NA MAIN I-BEAM SPACING (in) 75.5 82 99.5 75.5 82 99.5 28 It H MIN in - - 12 - - - WIDES H MAX(in) 27.5 - - - 32 It H MIN (in - - 12 - - - WIDES H MAX in - - 35.5 - - - See Table 5 8 5A for spacing 6'typ. Buckie-See Fig. 5-9 trap- Imo_ page 1 Peca 1"min l-gym Main Frame A Strap Anple - A Strap Anchor Anchor rated and installed per ANCHOR TIE DOWN DETAIL FIG.5-13 21 Anchor manufacturer's instructions SECTION A_A TABLE SA STRAP ANGLE TABLE FOR HIGHER THAN STANDARD PIERS SINGLE-WIRES WIND ZONE I WIND ZONE I ANCHORSISTRAPS 8'O.C. ANCHORSISTRAPS 6' O.C. MIN STRAP ANGLE 1 B DEGREES MAX. STRAP ANGLE 63 DEGREES DOUBLE WIDES ANCHORSISTRAPS 8' O.C. ANCHORS/STRAPS 6' O.C. MIN STRAP ANGLE 6 Degrees,7 Degrees for 32'Wides 4 Degrees, 5.5 Degrees for 32'Wides 'Io°°o°f°°°jkf&vAAAX, STRAP ANGLE 63 Degrees,67 Degrees for 32'Wides 70 Degrees,73 Degrees for 32'Wides e o A � 1 OF N./MAX. PIER HEIGHTS FOR HIGHER THAN STANDARD PIERS SINGLE WI®ES WIND ZONE I o® A oa WIND ZONE I �•bae9°°r�.°B ANCHORSISTRAPS 8' O.C. ANCHORSISTRAPS V G.C. MAIN I-BEAM SPACING in 75.5 82 99.5 75.5 62 99.5 12 ft H MIN in 12 12 12 - WIDES H MAX in 66 Be 42 - - 14 ft H MIN (in) 14 13 12 - - WIDES H MAX(in) 72 72 64 - - 16 ft H MIN (in) 18 17 14 - - - WIDES H MAX(in 72 72 72 - - 18 ft H MIN in - - - WIDES H MAX(in) - - 72 - - DOUBLE-WIDES ANCHORSISTRAPS B' Q.C. ANCHORSISTRAPS S' O.C. MAIN I-BEAM SPACING in 75.5 82 99.5 75.5 82 99.5 20 ft H MIN in 12 - - 12 - - WIDES H MAX(in) 42 - - 60 - - 24 ft H MIN (in) 2 12 12 12 12 12 WIDES H MAX(in) 67 60 43 72 72 60 26 ft H MIN (in) 12 12 12 12 12 12 WIDES H MAX(in) 72 72 55 72 72 72 26 ft H MIN in 12 12 12 12 12 12 WIDES H MAX(in) 72 72 65 72 72 72 32 ft H MIN (in) 12 - - 12 WIDES H MAX in - - 72 1 72 See Table 5&5A for spacing e-typ. Buckle-See Fig, 5-9 Stra ��----� F— page I I spec I min I-Beam Main Prime A Strap Angie A t__Stmp , Anchor Anchor rated and installed per -�- -------� , ANCHOR TIE DOWN DETAIL FIG.5-14 Anchor manufacturer's instructions SECTION A-A 22 STANDARD TIE DOWN DETAILS TABLE 6 nail of .El�A , W� •� ^W • • i � W X SEE NOTE /1 INSTALL STRAP t ANCHORS • Orr' 6'-8' 0 ZONE 11 F F F F • �`+` 5'-4" ® ZONE 111 OIAt'�P•.. ' tip` . ... . ° `—STRAP ANGLE STRAP ANGLE J 4'-0" 0 ZONE R I: 0 aateaaa� I FOR SHED ROOF SINGLEWIDES L' •' ANCHOR, TO BE RATED FOR 36B41 OF WORKING STRESS,TOTAL FOR BOTH STRAPS. SEE TABLE FOR ELEVATION k (INSTALLED PER ANCHOR MANUFACTURES INSTRUCTIDNS SEE NOTE 3) STRAP ANGLE LIMITATIONS Al C= SINGLE WIDE i N N� I _ I _ SEE NOTE #1 FT—I f—T-1 I f T-1 rT=' 9• 1—l—1 I—y—1 I �l—d 1—1—I STRAP ANGLE STRAP ANGLE ANCHOR TO BE RATED FOR 36841 OF WORKING PRE55, TOTAL FOR BOTH STRAPS. •(INSTALLED PER ANCHOR MANUFACTURES INSTRUCTIONS SEE NOTE 3) DOUBLE WIDE USE 24'WIDE RESULTS FOR 12'HALF OF 22'WIDE DOUBLE VIDES. WIND ZONE 11 WIND ZONE III WIDTH MN. I1, MAk. I& 6 MAX. MIN. 6 YAX. WN. E MAX. ELEVATION DIAGONAL STRAP ANGLE ELEVATION DIAGONAL STRAP ANGLE 12' 14' TO 25' 25' TO 40' 14' TO 26' 25' TO 41' 14' 12' TO 27' 20.5' TO 40' 12' TO 28' 20.5' TO 41' 12' SHED ROOF 25.2" TO 34.6' 41' TO 50' 25.2' TO 34.6' 41' TO 50' 14' SHED ROOF 23.4" TO 38,4 36' TO 50' 23.4 TO 38.4 36' TO 50' 16' If*.TO 36 20.5'TO 40' 15.5' TO 38' 19.5' TO 41' It 0' TO 44' 20.5'TO 40' 19' TO 47' 19.5' TO 41' 20' OR 22' a 12' TO 15' 34' TO 40' 12' TO 16' 34' TO 42' 24' 0 ' 24.5'TO 40' 12' TO 235 24.5' TO 42' R' Ar TO 23.5' 23' TO 40' - TO 25.51 23' TO 42' 32' 12' TO 33' 16.6'TO 39.3' 12' TO 36' 16.6' TO 41.6' NOTES 1.) FOR STRAP MATERIAL SPECIFICATION, CONNECTION TO FRAME I-BEAM &OTHER SETUP INFORMATION, REFER TO SKYLINE INSTALLATION MANUAL 2.) FOR ANCHORING SYSTEMS, THE INSTRUCTIONS SHALL INDICATE : A)THE MINIMUM ANCHOR CAPACITY REQUIRED; B) ANCHORS SHOULD BE CERTIFIED BY PROFESSIONAL ENGINEER, ARCHITECT, OR A NATIONALLY RECOGNIZED TESTING LABORATORY AS TO THEIR RESISTANCE, BASED ON THE MAXIMUM ANGLE OF DIAGONAL TIE AND/OR VERTICAL TIE LOADING AND ANGLE OF ANCHOR INSTALLATION, AND TYPE OF SOIL IN WHICH THE ANCHOR IS TO BE INSTALLED; C) GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST UNE AND BE AT LEAST 12 INCHES ABOVE THE WATER TABLE; D) GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABILIZER PLATES SHOULD BE INSTALLED 10 PROVIDE ADDED RESISTANCE TO OVERTURNING OR SLIDING FORCES; E) ANCHORING EOUIPMENT SHOULD BE CERTIFIED BY A PROFESSIONAL ENGINEER OR ARCHITECT TO RESIST THESE SPECIFIED FORCES IN ACCORDANCE WITH TESTING PROCEDURES IN ASTM STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS. 3.) ANCHORS RATED 0 31501 OF WORKING STRESS TOTAL FOR BOTH STRAPS, MAY BE USED I STRAP A ANCHOR SPACING IS REDUCED TO 5-8' E WIND ZONE II AND 4'-6. 0 WIND ZONE IL STRAPS AND ANCHORS MAY BE INSIALLED 4'-0' D.C. ON SITED ROOF SNGLEWIDES WITH ANCHORS RATED 6 3150J. 4.) THE A-B CHANCE STRAP SEAL DEVICE DEPICTED BY FIG. 5-12 MAY BE USED AS DIRECTED FOR ATTACHING THE REOUIRED DOUBLEWIDE CENTERLINE STRAPS TO GROUND ANCHORS 5.) STANDARD TIEOOWN DETAILS ARE NOT APPLICABLE' TO 5/12 ROOF PITCH DOUBLEWIDES O WIND ZONE II &11. SKYLINE CORP. 23 `` ALT. TIE DOWN DETAILS !�l� edea aceAsha� SABLE SA O O >o� � � b1g'TF• `> STRAP ANGLE PER TABLE SEE NOTE !1 OF s (►f ego .:,— `�s S"NAI eaoaeoaaaaaa° ANCHOR 70 BE RATED FOR 31501 OF WORKING STRESS TOTAL FOR BOTH.STRAPS. (INSTALLED PER ANCHOR MANUFACTURERS INSTRUCTIONS) o SINGLE WIDE W STRAP ANGLE PER TABLE WyJJ SEE NOTE Il F- q >. 1- 4 ANCHOR TO BE RATED FOR 31501 OF WORKING STRESS TOTAL FOR BOTH S1RAP5. (INSTALLED PER ANCHOR MANUFACTURERS INSTRUCTIONS) DOUBLE WIDE WIND ZONE 11 WIND ZONE W WIDTH WL tt MAX. IML 4 MAX. STRAP MR i MAX. IML N, MAX. STRAP ELEVATM DIAGONAL STRAP ANGLE SPACING ELEVATION DIAGONAL STRAP ANGLE SPACING 12' 12' TO 32 6'TO 16' 6' D.C. 12' TO 26` 6' TO 13' 5' D.C. 33 TO 50 17' TO 24' 5-6' D.C. 27 TO 5D 13' TO 24' 77-6 D.C. 14, 16' & IB 12 TO 50 TO 21' 6' O.C. iZ TO 50 5' TO 21' 4'-TO"D.C. 20 THROUGH 25 1Z lu 50 6'-4 D.C. 1 12 TO 50 15-2 O.C. 32 12' TO 5D 5' TO TV2___f 6'-10 O.C. 12 TO 50 5' TO 19.7 5-6 O.C. NOTES : 1.) FOR STRAP MATERIAL SPECIFICATION'CONNECTION TO FRAME I-BEAM &OTHER SETUP INFORMATION, REFER TO SKYLINE INSTALLATION MANUAL 2.) FOR ANCHORING SYSTEMS, THE INSTRUCTIONS SHALL INDICATE : A) THE MINIMUM ANCHOR CAPACITY REQUIRED ; B) ANCHORS SHOULD BE CERTIFIED BY PROFESSIONAL ENGINEER, ARCHITECT, OR A NATIONALLY RECOGNIZED TESTING LABORATORY AS TD THEIR RESISTANCE, BASED ON THE MAXIMUM ANGLE OF DIAGONAL TIE AND/OR VERTICAL TIE LOADING AND ANGLE DF ANCHOR INSTALLATION, AND TYPE OF SOIL IN WHICH THE ANCHOR IS TO BE INSTALLED; C) GROUND ANCHORS SHOULD BE EMBEDDED BELDW THE FROST LINE AND BE AT LEAST 12 INCHES ABOVE THE WATER TABLE; D) GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABILIZER PLATES SHOULD BE INSTALLED TO PROVIDE ADDED RESISTANCE TO OVERTURNING OR SLIDING FORCES; E) ANCHORING EQUIPMENT SHOULD BE CERTIFIED BY A PROFESSIONAL ENGINEER, OR ARCHITECT TO RESIST THESE SPECIFIED FORCES IN ACCORDANCE WITH TESTING PROCEDURES IN ASTM STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS. 3.) THE A-B CHANCE STRAP SEAL DEVICE DEPICTED BY FIC. 5-12 MAY BE USED AS DIRECTED FOR ATTACHING THE REQUIRED DOUBLEWIDE CENTERLINE STRAPS TO GROUND ANCHORS. 4.) ALT. TIEDDWNS AS SHOWN ON THIS PACE ARE NOT APPLICABLE TO SHED ROOF SINGLEWDES OR 5/12 ROOF PITCH DOUBLE WOX UNITS. SKYLINE CORP. 24 , TIE DOWN DETAILS FOP, 6112 ROOF PITCH DOUBLE WIDES AT WIND ZONE If & N0 ����� �=��� ,,,~~�� Straps and Anchors Sidewall Optional Strap Standard Strap to be spaced straps are location location V-0"O.C. max. factory Zone 11 installed. Al & Zone 111. Hi Ground anchor ka, WIND ZONE ft(100 mph) Unit Width H(max.) H(min.) Angie(max.) Angie(min.) 24' 48# 12" 23.2 degrees 6.12 dearees 20.3 degrees 6.12 dearees 4 32' 1 48" 12" 18.96 degrees 4.91 degr—ees7_1 OF LYNAL MND ZONE IM(I 10 mp .16929959 Unit Width H(max.) 1 H(min.) Angle (max.) Anpie in.) 24' 30" 12" 15.0 degrees 6.12 degrees 26' 30" 1z, 13.85 degrees 6.12 deprees 28' 37, 12" .85 dearees rees 5.28 degor 32' 32-1 12"- 1 12.9 degrees 4.91 degrees 1> Straps and anchors toberated for 31SDlbs.ofworking stress 2) Use H1and Alfor standard-strap location.Use H2and A2for optional strap location. 3) See page 19 for strap material specification, connection to I-Beam and other setup information. 4) The A-5 chance strap seal device depicted byFig.5'12may baused aodirected for attaching the required doublewidecenterline straps toground anchors. ` .. BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGHPLBG. [ ] FOUNDATION 2ND [ ] INOdLATION [ ] FRAMING [ 'FINAL [ ] FIREPLACE 8 CHIMNEY REMARKS:v , 3 ,DATE�D � INSPECTOR � 0 -7& 765-1102 suauiNc DE". INSPECTION [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE L � INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ ] ,FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE -INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ FOUNDATION IST [ j ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: �s.�_..���. DATE —INSPECTOR THE NEW YORK BOARD, OF FIRE 'UNDERWRITERS . PAGE ' 1185077 BUREAU OF ELECTRICITY ' F 40 FULTON STREET, NEW YORK, NY 10038 Date MAY 09,2001 x N 557907 THIS CERTIFIES THAT Elf!n7./ 907 only the electrical equipment as described below and introduceby the applicant named on the above application number is in thepremises of EUGENE PACHOLK, LEGION AVENUE, NW,-2, MATPITUCK, NY in the following loc a ent ❑ Ist Fl. ❑ 2nd Fl. Section Block Lot IL-01 3Sa was examined on and found to be in compliance with the National Electrical Code.- FIXTURE RECEPTACLES SWITCHES FIXTURES RANGES COOKI DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS INCANDESCENJ FLUORESCENT OTHER AMT. K.W. AMT. K.W. AMT. K.W. AMT. K.W. AMT. H.P. 10 10 DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL RECTT. TIME CLOCKS BELL UNIT HEATERSMULTI.OUTLET DIMMERS SYSTEMS AMT. K.W. OIL H.P. GAS H.P. AMT. NO. A.W.G. AMT. AMP. AMT. AMPS. TRANS. AMT. H.P. NO.OF FEET AMT. WATTS SERVICE DISCONNECT NO.OF S E R V I C E METER NO.OF CC COND. A.W.6. A.W.O. A.W.G. AMT. AMP. TYPE EQUIP. 1 ZW 1/JW J 0 JW 3 0 LW PER 0 OF CC.COND. NO.OF HI-LEG OF HI-LEO NO.OF NEUTRALS OF NEUTRAL Z 200 (.'..B 1 X 1 210 1. 1./0 OTHER APPARATUS: MODULAR HOUSE-1 MANUFACTURED HOME UL TAG 865609-1 C".O l'JE:T.'F..)G'"M-1 PANELBOARDS:1-1 CIR. 30 G.k�.G. SHOKE 1�TE7MR:-1 L L ROSLAK EI.,ElMIC LIC.#3677E GENERAL MANAGER P.O.HOX 164 t' ,' C.)'IUMUE, NY, 11935--2453 Per This certificate must not be altered in any manner;return to the office of the Board If Incorrect.Inspectors may be Idiitlfied by their credentials. COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. I A285w, 441 13X)O Standard %.Y B.-r.C. Furm g1N12-20M —Bargain and Sale Deed.%31h C-enams against Gramm s Am—Ind—dual m Cmp--t n. jungle sheet) CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY THIS INDENTURE, made the day of December , nineteen hundred and eighty-two BETWEEN ADRIANUS VAN RYSWYK and JERINA VAN RYSWYK, his wife, of No Number, Legion Avenue, Mattituck, New York, party of the first part,and JACK VAN RYSWYK, Of NO Number, R.F.D. Skunk Hollow Road, Woodstock Vermont, DISTRICT SECTION BLOCK LOT = 1-1 17.1J L�1.:T J 12 17 21 ie party of the second part, 8 .. �� WITNESSETH, that the party of the first part, in consideration of ten dollars and other valuable consideration paid by the party of the second part, does hereby grant and release unto the party of the second part, the heirs or successors and assigns of the party of the second part forever, ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being at Mattituck, Town of Southold, Suffolk County, New York, more particularly bounded and described as follows: Easterly by Pacific Street; Southerly by land now orformerlyof J. Mileska; Westerly by land now or formerly of E. O'Neil; and , 000 Northerly by Legion Avenue; being one-half acre more or less . Ll Being and intended to be part of the premises conveyed to the parties of the first part by David Bader, by deed dated January 2, U y/ 1946 and recorded in the office of the Clerk of the County of Suffolk in Deed Liber 2517, page 510, a portion thereof having Q heretofore been conveyed to O'Neil and the balance thereof being conveyed to John Van Ryswyk and Edward J. Van Ryswyk simultaneously with this deed. . J RE QED OEC 17 r y( 1`rr A 198? r1r ,I gSFE TOGETHER with all right, title and interest, if any, of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof; TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and ta said premises; TO HAVE AND TO HOLD the premises herein granted unto the party of the second part, the heirs or successors and assigns of the party of the second part forever. AND theart of the first part covenants that the party of the first part has not done or suffered anything P Y whereby the said premises have been encumbered In any way whatever, except as aforesaid. AND the party of the first part, in compliance with Section 13 of the Lien Law, covenants that the party of , \ the first part will receive the consideration for this conveyance and will hold the right to receive such consid- 1 oration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will appl% the same first to the payment of the cost of the improvement before using any part of the total of the s11ne for any other purpose. The word "party" shall be construed as if it read "parties" whenever the sense of this indenture so requires. IN WITNESS WHEREOF, the party of the first part has duly executed this deed the day and year first above written. i IN PRESENCE OF: ADRIANUS VAN RYSWYK By A orney-iii-Fact 2�u n nt_ iU tJr ....:.•-r. / r--- �11 fill[I, I. [p 1!;F CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY THIS INDENTURE, made the d cti day of � TWO THOU ---, ,3,306 BETWEEN DOLORES STRONG, residing at private Road, Mattituckyi New York 1 95 aim. party of the first part, and EUGENE PACHOLKi`arid 'WENDY PACHOLK; his wife, both iresi di ng at 618 Carpenter St. , Greenport, NY 11944 `' party of the second part, WITNESSETH,that the party of the first part, in consideration of TEN (10) dollars paid by the party of the second part, does hereby grant and release unto the party of the second part, the heirs or successors and assigns of the party of the second part forever, ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being in the SEE ATTACHED SCHEDULE A TOGETHER with all right, title and interest, if any, of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof; TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises; TO HAVE AND TO HOLD the premises herein granted unto the party of the second part, the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever, except as aforesaid. AND the party of the first part, in compliance with Section 13 of the Lien Law, covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word "party" shall be construed as if it read "parties" when ever the sense of this indenture so requires. IN WITNESS WHEREOF, the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF: Dolores Strong Standard N.Y.B.T.U.Form 8002-Bargain and Sale Deed,with Covenant against Grantor's Acts—Uniform Acknowledgment Form 3290 State of New York, County of Suffolk ss: State of New York, County of ss: On the day of in the year 2000 On the day of in the year before me, the undersigned, personally appeared before me, the undersigned, personally appeared Dolores Strong personally known to me or proved to me on the basis of personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the capacity(ies), and that by his/her/their signature(s) on the instrum t, the individual(s), or the person upon behalf of which instrument, the individual(s), or the person upon behalf of which the in ' ' ual )acted exe t the instrument. the individual(s)acted, executed the instrument. (signature an o Ice of-in al taking acknowledgment) (signature and office of individual taking acknowledgment) TO BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE OUTSIDE NEW YORK STATE State(or District of Columbia,Territory,or Foreign Country)of FLORIDA ss: On the a y yn day of--b,va�,r in the year 2000 before me, the undersigned, personally appeared personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf nf.which.the individual(s) acted, executed the instrument, a�nd�that such individual made such appearance before the�}undersiAd In the ��Jha2.11-dl_✓ (� In— --�insertihe(insertthe City or other political s division) (andate►�for ntry or other place the acknowledgment was taken) (signature and office of individual taking acknowledgment) �,,r % Robin n L Fbp * *My Cortll*d n CC"11d1 M11�I E*m May 31,sow BARGAIN AND SALE DEED SECTION WITH COVENANT AGAINST GRANTOR'S ACTS BLOCK LOT Title No. COUNTY OR TOWN STREET ADDRESS Dolores Strong Eugene and Wendy TO pacholk Recorded at Request of COMMONWEALTH LAND TITLE INSURANCE COMPANY RETURN BY MAIL TO� STANDARD FORM OF NEW YORK BOARD OF TITLE UNDERWRITERS Distributed by Commonwealth A LANDAMER P'A CONIPAN I' COMMONWEAI.TII LAND TITLE INSURANCE COMPANY W 0 LL LL O 0 Z O 0 W W- LL 0 W to K O LL W U Q a N to 2 r W Ix W W W IY Schedule A ALL that certain plot, piece or parcel of land situate, lying and being at Mattituck, in the Town of Southold, County of Suffolk and State of New York, being more particularly bounded and described as follows: BEGINNING at the corner formed by the intersection of the southerly side of Legion Avenue with the westerly side of Pacific Street; RUNNING THENCE from said point or place of beginning along the westerly side of Pacific Street the following two(2) courses and distances: 1) South 13 degrees 20 minutes 30 seconds East 112.42 feet; 2) South 35 degrees 35 minutes 00 seconds East 11.80 feet to land now or formerly of Joseph Mileska; RUNNING THENCE along said land South 55 degrees 25 minutes 40 seconds West 78.37 feet to land now or formerly of Eric L. O Neil and Gail M. O'Neil; RUNNING THENCE along said land,North 30 degrees 12 minutes 30 seconds West 125.01 feet to the southerly side of Legion Avenue; and RUNNING THENCE along the southerly side of Legion Avenue,North 59 degrees 38 minutes 30 seconds East 109.66 feet to the corner formed by the intersection first above mentioned at the point or place of BEGINNING. Being and intended to be the same premises conveyed to the party of the first part by deed made by David Strong dated 9/12/89, recorded in the Suffolk County Clerk's office on 2/6/90 in Liber 11012, cp. 355. FIELD INSPECTION FFPORT DAE COMMENTS ______________________ -------__________ _____________=____=__ II II • — FOUNDATION ( I ST) FOUNDATION (2ND)----------------- ________ ___________ � II ROUGH FRAME & PLUMBING >r— ---------------- ii 11 y I'i —11 INSULATION PER N. Y. q N h7 STATE ENERGY Ijj_— ii m CODE II q q II q ------- — -- -------------------------------- ------------- H II , L u q FINAL u u u a=aaaaa�a=------------�------- c= ----------- ADDITIONAL COMMENTS: ct �I tv ra H I N r/ O z � s � of H 1" �1 �L7t BOARD OF HEALTH -FORM NO. 1 3 SETS OF PLANS DLDG.DEPT TOWN OF SOUTHOLD SURVEY . . . . . . . . . . . . . . . . . . . . . . . . b. -r0WW OF SOI.-TV q.L—D,.,,,,,..,,.._ BUILDING DEPARTMENT CHECK . . . . . . . . . . . . . . . . . . . . . . . . . TOWN HALL SEPTIC FORM . . . . . . . . . . . . . . . . . . . SOUTHOLD, N.Y. 11971 TEL: 765-1802 NOTIFY: (e7/7 2 CALL . . .�7 7..��. Examined ........ ., MAIL TO: . . . . . . . . . . . . . . . . . . . . App Permi t No. .?L�.`4: �... .................................... Died a/c .................................. .................................... ...................................................... (Building I tor) . APPLICATION FOR BUILDING PERMIT Date. . . . . . . . . . . . . . . . . 19. . . . INSTRUCTIONS a. This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector wii 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan sharing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this application. c. The work covered by this application my not be commenced before issuance of Building Permit. d;, Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such permit shall be.kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION IS HERESY MALE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Tam of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ..................................................... (Signature of applicant, or nam- if a corporation) r (Mailing address of a4icant) ..• I State whether applicant i aauer lessee, agent, architect, engineer, general contractor, electrician, plumber or builder • • , • . Nameofownerofpremises .l-tc� P ��.... ..... .(4 ....1. :G 1.�.�: .............................. (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. ......................................................... (Name and title of corporate officer) Builders License No. ......................... Plumbers License No. ......................... Electricians License No. ..................... Other Trade's License No. .................... 1. Location of land on which proposed rk will be done.............................................................. ... . v,........Lco!�......... `:1 .................../`:.!. ./�./.�.� G.�. .fes! •1 House Number Street �/ Hamlet Cc mty Tax Map No. 1000 Section .....[/��!:.... Block ......Q4;1�..... Lot .......1.�... Subdivision ...................................... Filed Map No. .... lot ...... ........... ......... (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ........ , 19"C...... I....... .,......................................... b. Intended use and occupancy .......�. .z�--.�.�4.!:: .............................................. Nature of work (check which applicable): New Building ...Z.. Addition .......... Alteration .......... Repair ............ Removal ............. Demolition ............ Other Work ..................... .. (Description) f f "„ Estimated Cost-t r�.7,..QQo.o Q fee .............................................. .(to be paid on filing this application) If ok,,elling, timber of dwelling units ....I....... timber of dwelling units on each floor ...../......... Ifgarage, timber of cars .........../.vJ1.4.................... If business, ccmnercial or mixed oc , specify nature and extent of each type of use....., �1 ......... Dimensions of existing structures, it any: Front................ Rear ............... Depth ................. lleigiht ......................... Number of Stories ...................... Dimensions of same structure with alterations or additions: Front ............... Rear ............... Depth .................... Height .................... Number of Stories ............... pp���� t(/ 10� Dimensions of entire new construction: Dont .....6.5..+.... Rear ....�.0...... Depth ..��a..V.. height .......................... Number oU Stories ......1.............. t: t ...I 19%IIA Rear ..I f� ,.S ... SocTrf s�D e z/0 9 4.6 Size of to Front jj II r Depth !IIORTh!�-1,0�.G.�.. �S� ? 0. Date of Purchase ...`�.`..�.'. �... Name of Former Owner ..Ae,10 �.�..S—T OJ.e�.... I. Zone or use district in which premises are situated ...ke4 .-O.C4.7.7 .................................... 2. Does proposed construction violate any zoning law, ordinance or regulation: .....1.`.�.Q... ...... 3. Will lot be regraded .....Y ....... Will,pxcess fill be removed from premises: C� ND C16:5 1 ,� // YAeNoir �a�. if�r��ll.S%�a! 4 Phone No. Z?r.7?"!/P.9,g a. Names of Owner of premises .1Al�MD Y..., LJ�zE.�IE.... Address I .r. ..... Name of Architect !!Jl F ........... J/ ........) Address .......... Phone No. -9/Q 9 Name of Contractor .C.�+c?�.� :t.. .�6 t7!�.Ct.. .... Address .!'/!~L.r �..! � :TyCPhone No. 98..%X1 . 5. Is this property within 300 feet of a tidal wetland? * YES ... ...... NO .. ... *1F YES, SCIM1ID MM TIAM S PMMff MAY BE REC HMM. PLOT DIAGRAM „SES �Suev Locate clearly and distinctly all buildings, whether existing or proposed,/and indicate all set-back dimensions ran property lines. Give street and block number or description according to deed, and show street names and indicate hether interior or corner lot. I IVIE or Nil Y(X?K, SS Umly UP .%Yt,,Fr� ........ ie ..�!'. ..... L� ......................being duly sworn, deposes and says that he is the applicant Name of itxilvidual signing contract) bove named, eis the ............. ............. ..................................................................... (Contractor, agent, corporate officer, etc.) -f said owner or owners, and is duly authorized to perform or have performed the said work and to make and. file this pplication; that all statements contained in this application are true to the best of his knowledge and belief.; and hat the work will be performed in the manner set forth in the application filed therewith. kaorn to before me this ....... ...day of ...0.�?U.GG. Notary Public ......... .. ,[.�1.......... .. ..... ............. HELENE D,HORNS (Signature 6f A•? licant) Notary Public,State of New York No.4961364 Qualified In Suffolk County Commission Expires May 22, ,a 0 Are REGEIVEO lOr�w.lB Sum Ty COU4 Y MIT =A 1999 Nm 10 PIS 12*- 08 s lAA� - -©� + � • � ' '~ 0 gEP1 OF tiEAITN SEtt'JtCES 0FFla`vWE�'ATER MGMT AMlOM�a ' �Y��l�prt3�AA'I�al11�� ell x 6' ,09 6 etib k PJ r W 0 Ilk pe Z (n lik plea tiIV d 5 "I C2 M+�s l° no i 0 ;,% aOlt -fit, ' o ' JIB o• res/ Bwkv roDseA p1� 0.1. L san Y\ �, C Loan OLS r akk •25��t 0" Y 2" 00r, So % 5.5 01f 4L,,gt ,�° s, C1� Jb►�v Sand sw p Sefid in a{t, SURVEY FOR wale' SW buy�n v EUGENE A. & WEND Y L. PA CHOLK The locations of wells and cesspools AT MA TT/TUCK shown hereon are from field observations TOWN OF SOUTHOLD and or from data obloined from others. SUFFOLK COUNTY, N. Y. 1000 - 142 - 02 - 15 I am familiar with the STANDARDS FOR APPROVAL Seale: 1" = 20' AND CONS TRUC TION OF SUBSURFACE SEWAGE Oct. 25, 1999 DISPOSAL SYSTEMS FOR SWGL E FAA .Y RESIDENCES and will abide by the conditions set forth ffieroin and on the permit to construct. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM. OF NFW,0 ANY OFALv TI�GW p[ TMS IS S� o�N NI�A � �tAwE1'GiR '� �E S. LIC. NO. 496/8 Y1AGOMPNILLA er r w A+E �t. ymy, r C. or SUM AR AAO ��c• .To-oA N W N i. r: l2 T ET SOU ll9Tl 85-309 Area = 11,171 sq ft. e ,)O.o '"'46r� 6' eke a PV W � � N W • S O � � �a,� 0- f � 5 Qe° 59'3 �°{ �► a� E A. ^�- �.L rt ? V J � O � -S O • � � p N - m C, to by �� • t � pr J8. NST\ Tes/ Boring OJI 0" Topsoil �anl Say g` ,AD Dark Sandy 5' �O1 (l'� 14 Loom OL / Sand SW l Sand in 0 ak SURVEY FOR 17 Wo/er SW buy`Jb`ty EUGENE A. & WEND Y L. PA CHOLK The locations of wells arid -esspools ?t) AT MA TT/TUCK _ shown hereon ore Irom lieia observations TOWN OF SOUTHOLD and or from data obta.; dd from others. SUFFOLK COUNTY, N. Y. 1000 — 142 — 02 — 15 I am familiar with the STANDARDS FOR APPROVAL Scale: 1" = 20' AND CONS TRUC TION OF SUBSURFACE SEWAGE Oct. 25, 1999 DISPOSAL SYSTEMS FOR SINGLE FAM1L Y RESIDENCES and will abide by the conditions set forth therein and on the /Vd-v. 30 /999 prop hse) permit to cons!ruct. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM. ANY ALTEWTVN OR AQaTjaV TO TINS SL+IRfVEY IS A VIOLAT)ON OF SEC TW >S09 OF TW NEW MW STATE EOUCATM LAW. f NE h OTN AS PER SECTM IM - "aVOW 1. ALL CERTIFICA TWW ARE VALD FW IMF AW AAV COWS TWWOF AK Y F i� METZ SAID I � �, OF TME SLWVEYOR � F �i: LIC. NO. 49618 OX PECO C S, . AVATMALLY TO CLAY RM SAD LAW THE TERM 'ALTEIiEO BY• 15!61 65 -j„ .. A"T pE BY AAD ALL 9FARYEroRs uTirl A cgPr F. QF MID7 SUN��p MAI•. 1VW SUCH As �.SPECTEV AAV P. OX �i0U6MT-TO-DATv AIM;mor AY Cwlt mm *wrw TME LAM. 123 S T s0 °• Ab ng D �� -369 Area = 11, 171 sq ft SCDHS REF. # RIO - 99 - 0235 � a c. r F (. .— a � p �± C O / V� t!zn z x� � Cti ���� a f \j 66 2 La. 4} 9 V J \09 zaa P Q v e R. c o 'ps. O C) 0 @c CS dr° 1✓c 1 `T c ami dr 59 0.30 \ ,qo c be .r v QA O O. TN� N ' + 1 �4 e\ c; O 1 o O_ � CJ rest Boring Topsoit OX Light Sandy Loom OL y\ J \ Inq Dark Sandy j 5' O'` a vY Loam OL a� U Sand Sw ( f l k SURVEY FOR �41 /er/n SW �eyy �� -- e�7p EUGENE A. & WEND Y L. PA CHOL K --he locations h cols AT MA TT/TUCK shown hereon ort: ala bs -rnNons TOWN OF SOU THOLD and or from data --d from ulhc=:�s. SUFFOLK COUNTY, N. Y. 1000 — 142 — 02 — 15 l am familiar with 'he STANDARDS FOR APPROVAL Scale: 1" = 20� AND CONSTRUC' '7UN OF SUBSURFACE SEWAGE Oct 25, 7999 DISPOSAL SYSTEMS FOR SINGLE FAMIL Y RESIDENCES and will abide by the conditions set forth /herein and on the NOV. 30, 1999 ( prop. hse. I permtl to conslrucl• AUG. 21, 2000 ( foundation 1 DEC. 29, 2000 ( final 1 FL EVA 7 ; NS ARE REFERENCED TO AN ASSUMED DATUM. tOf ANY ALTERATION OR ADpITION TO TMS SURVEY IS A VIOLATION '�Q� W N tk 1. Mf OF SEC TOV r209 OF THE NEW YORK STATE EDUCATION LAN: �gIVI S o`rjcF 'f EXCEPT AS PER SECT101V 7ZO9 - SLOV P. ALL CERTFICATA0N � S HEREON ARE VALD FOR TM ANAP AAV COPES THEREOF ONE Y As '= SAID MAP OR COPES BEAR THE MWSSED SEAL OF THE SURVEYOR �C �'' // N.Y.S. LIC. N0. 49618 WHOSE MM TU4E APPEARS HEREOK —_ ADDITIONALLY TO COMPLY WITH SAD LAW THE TERM 'ALTERED BY' % S YOBS, P.C. MUST BE USED BY A/VY AHD ALL SURVEYORS UT29M A COPY 3.1 .7 5 20 FAX (631) 765 - 1797 OF ANOTHER SQgVEYOR`5 MAP. TERMS SUCH AS NVSPECTED'AND F q9� LER STREET BROUGHT-TO-DATE'ARE NOT NV COAPLIANCE WITH THE LAW. N.Y. 11971 85-309 ucGG�� 3 L c i MN AS NOTED _ fRAMa� UNTIL ROM � 8 0 � � 3 ?�00 00 NOT PROCEED W i v v ^ bt} ( �` 1fYN tDCATION V NA�BE N NOTIFY B DEP ME AT C�s,ys �PPR�VFD. 785-1802 9 AM TO 4 PM FOR THE _....- ___ ! FOLLOWING INSPECTIONS: 1 FOUNDATI N - TWO REQUIRED -- _ ---- -i -- - - - _ MING & PLUMBING { �+ ��t�/ 4 F N'Al ONSTRUCTION MUST ON CONTENT Pl.INVIBiNG vvVU�tUYV i QR 0E COM FOR C.O. NT eE �tE JILL PLUMBING WASTE � f 1 ALL CONST UCTION SHALL MEET �T1f1CATE OF OCCU �y i WATER LINES NEED drtao USE tS UNLAWFUL THE REQUI EMENTS OF THE N.Y. SotoER USED IN w,I E J iESINrC F�ECOVERING "sww ""OUT CERTIFICATE CODESSTATE . NO T RESPIONSIBLEEFOR EXCEED RGY $ySTEM CAN trftltPes K or fl l /'1 EXCEE4 2/t0 OF 1%Li AA OFOCCUPANCY�I�+Y DESIGN OR NSTRUCTION ERRORS v� V V v+ /-1�ti V f4 i N I j r— _ of NEIN JQ i 9 Ir co! F s Z" -0' Y Z-b� t /= b` .S c �. Lu I v l ► � � F� 032254-1 Ion 94 l7s ih ick - 8 -O //►q ti EISS JJ P/Eq SOUND A 31 n L) Gc �7D ��� v J / -Plcc ► I fry �f.f. 8 ` APPROVED AS NOTED - r DO NOT PROCEED WITH , a DATE• _ CFRAMING UNTIL SURVEY la $ D FES ' BY: 3 OF FOUNDATION LOCATION NOTIFY BUILDING DEP ME rc N5)oN HAS BEEN APPROVED. 765-1802 9 AM TO 4 PM FOR E FOLLOWING INSPECTIONS: 1. FOUNDATI N - TWO REQUIRED —FOR POUR6$CONGRETE — — — — — — t j-- PLUMBING i OCCUPANCY OR 4 FIN C NSTRUCTION MUST � I BE OMPLt FOR C.O. PLUMBER CER-TIF/C.4"'; w If copper tubing is used - PLUMBING USE IS UNLAWFUL ALL CONSTTION SHALL MEET ON LEAD CONTENTr"rALL PLUMBING WASTEfor water distributing THE REQUIENTS OF THE N.Y. CERTIFICATE OF OCCUP Y a WATER LINES NEED system;piping shall be WITHOUT CERTIFICATE STATE piping o R SPIONS BLEERGY FOR SOLDER USED IN WATE I II TESTING BEFORE COVERING of types K or L onlyOF OCCUPANCY DESIGN OR C1 INSTRUCTION ERRORS SUPPLY SYSTEM CANNA �o EXCEED 2/10 OF 1% LEAM. f ? ry q -a 3 -� 2 , t 13'- „gyp£n cmD> wRsca � TE I REQUM j _ i r T L_ — J 1 d r v ' r. /z A �4 , of NEW yo Co Z,? co/ �7 r ry i ' 's 6322541 tt. r P9OFESSIOA I r o(I s hick v t 14 or— "f Q/7 BUILDING PERMIT REVIEW CHECK LIST Jul c�rc� ��Ya �J Applicant/ n /, , Date Owners Name: R,CL 116-, (tet/ Reviewed: Architect/ Date . Engineer: G'« Submitted: SCTM #: _ District: 1,000 Section: l7 r� Block: 02 Lot: Project %, Subdivision Location: �J _ Name: Single&separate d J 6 2cJ U certification: Yes/ o W Reg Zoning District: O [Lot.,. a00 Actual: !/, 1 ] [Lot coverage Proposed: Req. Req. ♦0 / Req. / [Front Yard Proposed: [Side Yard / Proposed: 1 [Rear Yard 3S Proposed: 3S<Mj Project Description: A AGENCY PERMITS Permit REQUIRED FOR REVIEW N.A. NO YESS Ktd--i umber Suffolk County Health Dept. 16 7pO2 j S New York State D. E. C. ✓ T �"'�•) Town Trustees ✓ Town Zoning PP Board approval: / Town Planning Board approval: Flood Plane Elevation ??? ' Flood Zone: pi-- Notes: