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RC-0272-2018 (2) NOTICE KRAFT PAPER INSULATION MUST BE COVERED BY NON-COMBUSTIBLE BARRIER D ECC OWE MAY 17 201811 NO =FILE =COPY TICE TOWN OF QUEENSBURY FOAM INSULATION MUST BE BUILDING&CODES COVERED BY A 15 MINUTE THERMAL BARRIER TOWN OF QUEENSBURY BUILDINGDEPARTMENT NOTICE Based on our limited exammatron,compllar�ce with odr. "I'domments shai{not be construed,as ANCHORING OF MOBILE HOME ndicafing the plans and sppecifications are In FRAME I5 REQU!IRED RER full compliance With the.l3u{Id0g Codes` ofi NeW York Stake�' � , E MANUFACTURERS SPECIFiGATIONS , A ¢a x r 416 N .. 1 w r x r ILLUSTRATION SHOWN IS TYPICAL AND MAY NOT BEAN ACTUAL REPRESENTATION OF THE MODEL SPECIFIED.IT MAY ALSO SHOW OPTIONAL OR SITE BUILT FEATURES Bolder Address: cestS Sec Scale: ModelfEn No.: Colony Factory Crafted Homes p 9. Div Sion of The Commodore Corporation N.T.S. ram. Sh20510 1 enhint Blvd. 4 olr. Impeda1 as. NS-C030 CoverPA TOWN OF QU N Y BUILDING & O 290.5-1-55 RC-0272-2018 Reviewed By: MH Imperial Homes Date: 128 Sunnyside Road SFD (Manuf.) 1296 s.f. Drawing Index Title Page . Cover CV Index IN Literature LIT Floor Plan FP Front Elevation EL-F Back Elevation EL-B Left Elevation EL-L Right Elevation EL-R Cross Section XS Typical DWV System DT Typical Water Supply Lines WT Typical Gas Lines GT Typical Pier Foundation FT Bolder. euader Address: cure Spec Srale' MadeVEng.No: Colony Factory Crafted Homes Division of The Comrnodore Corporation N.T.S. NS-1 O3O rue: Index Paint Blvd. olr. Impedal Index Shi ewAlle,PA 16254 Pg.: IN } 48' 12' 6 4" 1814" 1 12'-2" r� * e e l huch WH �_� -- opt opt LWJ- d linen —17 Bdrm 3 Ba 2 s ® I�itch$n Utl opt Nook = r� t i1f3 c pan 04 Flat Ceiling ; l Throughout Livirig Master Bdrm 2 Room ' Bedroom opt _ 12'-8" T 18'-8" � 41 14'-4" BwNer. euamrnddoN cult Spec Scale: ModeVEng. Colony Factory Crafted Homes D vision otThe Comnadon Corpora0on 116•=1'-0' NS VEn"Tda. Literature 20510 Paint Blvd. olr. Irmedal Shi enville,PA 16254 P9.: LIT 48'-0• 40'-71/4'i 11'-9 314'� 17'-1 114'i 35'-7 3/4� 11'3 314• 5'-0" i W-W -i I--I 61` "I 3658 3036 3036 3036 Bat B/R-3 Utl AREA: 116A SF O ® Kit LIGHT:9.3SF8% r==, o VENT: 4.7 SF 4% 0 I I NOOI( �, 28 i I AREA: 106.8 SF Bat LIGHT:8.5 SF 8% 28 28 N i i VENT: 4.3 SF 4% Q 6'a v4 28 0 11's Ire 28 28 `� I L_J M-B/R B/R-2 ARE UR `� A: 172.8 SF m AREA: 238,5 SF `� AREA: 123.7 SF LIGHT:19.1 SF 8% LIGHT:13.8 SF 8% LIGHT:9.9 SF 8% VENT: 9.5 SF 4% Y. VENT: 6.9 SF 4% VENT: 4.9 SF 4% 3658 3658 3658 3482 3658 3658 31_1I—I I— 'I I— i 12'-01/4' 181-41re i�'-0'I! 13'-8 314' ; 33 BuOder. Sunder Address: cwt Spec Srala: ModeUEng.N°.: Colony Factory Crafted Homes Division o1The Commodore Corporation 118• NS-1030 T"" Floor Plan Sh51 enville,BPA 16254 Dr. Imperial Pe: FP ' r F REFORM uu FRONT VIEW Bwlder. Bulder Address: Cult Spec Scala: Mod.'En'.No: Colony Factory Crafted Homes Division otThe Commdore Corporabon "T S 51pN S-1030 TBa: Front Elevation Ship ePviiie,ePA 16254 oic Imperial P9.: ELF REAR VIEW F" -'B'—ac—k7EI'i Buildr Add=: Cult Spec Srale: Mo&Vft.No: ctory Crafted Homes Division ofTheCommodoreCorporation N.T.S.vation 20510PaintBlvd. Clr. Irrgedal NS-1030 Sh enville,PA 16254 Pg.: EL-B LEFT VIEW Budder. Budder Address: Cost Spec Scele: ModeVEng.No: Colony Factory Crafted Homes Division of Commodore C Tide: 20510PaintBlvd. Corporation Dlr. Imperial N.T.S. NS-1030 Left Elevation Shippen%ille,PA 16254 Pg.: EL-L 1 U RIGHT VIEW BeOder AddMS: C.t Spec Sceie: ModeVEng.NW Colony Factory Crafted Homes r1.r.s. Division of The Commodore Coryoratlon N S-103 Tda: Right Elevation Shi 1 env lle,lv 16254 of imperial pg.: EL-R (D 14 SIDEWALL BOTTOM PLATE Qe 2.5L0(TERIOR WALL STUDS ICc24O.C. N N ©INSULATION R-19 WALL COVERING(MIN.to Gypsum) P ®24 TOP PLATE L 0 VENTED SOFFIT 5D%OF LOWER ROOF VENTILATION Q QO ENGINEERED TRUSsESSPAcw TOMEETDESIGNED K GROUND SNOW LOAD, HO VAPOR BARRIER C Q CEILING BOARD 1n'GYPSUM.MAY BE CATHEDRAL OR FLAT ®711B'24116 RATING ROOF DECKING MIN.TYP. T ©1.4 LATERAL BRACING ®MIN 2 a BOTTOM RAIL OR BEAM OVER OPEN SPANS TYP. Q ROOF VENT(OPT RIDGE VENT)MIN.509AVENTILATION OF ROOF E J CAVITY(UPPER PORTION).INSTALLED PER CODE REOUIREMENTS ©TYPICAL SHINGLES,INSTALLED PER MFGRS INSTRUCTIONS QO SHINGLE UNDERLAYMENTTYP. C 01. KEN SPACE FOR ATTIC VENTILATION (D 1-Ill MIN BEARING AT SIDEWALLMARRIAGE WALLS 2 0 FIBERBOARD SHEATHING C 0 VINYL OR HARDBOARD SIDING(RAN VERT.OR HORZ) INSTALLED PER MFGR.S INSTRUCTIONS B Q COUNG INSULATION TYP. OY W TOP PLATE INTERIORWALLTOP RATE QZ 2YJ INTERIOR WALLSTUD 1A Qu 1YJ BOTTOM PLATE INTERIOR WALLS,TYP A A FB 1B 1C 1B FLOOR DECKING RATED FOR 24'O.0 JOIST SPACING 1©MIN 2,S FLOOR JOIST ID ALUM.,VINYL,ORHARDIE BOARD FACIA BDRIP EDGE. ©FLEX HEATOIICT FJ ®ALUMINUM HEATDUCT \ ®ALUMINUM CROSSOVER HEAT DUCT ®OUTRIGGER ®CROSS MEMBER NOTES: ®I-BEAM CRAWLSPACE STANDARD-HOME MAY BE PLACED ON BASEMENT. ®JACK POST OR PIER FOLLOW RECOMMENDED ATTACHMENTS FOR FASTENING OF HOME TO FOUNDATION ®PLOOR INSULATION FOUNDATIONS TO BE BUILT AND CONSTRUCTED BY OTHERS ON SITE ©BOTTOM BOARD FOUNDATIONS(BY OTHERS)MUST MEET ALLAPPUCABLE CODES. ®W TREATED SILL PLATE FASTENING OF SILLAND HOME TO NOTESANDNOR ILLUSTRATIONS SHOWN ARE TYPICAL AND MAY NOTAPPI.Y TO ALL HOMES CONSTRUCTED. FOUNDATION ON SITE PER CODES CONSTRUCTION 8 SPECS MAY VARY PER PLAN. REFERENCE THE APPROVED SYSTEMS PACKAGE FOR ADDITIONAL AND SPECIFIC CROSS SECTION INFORMATION Builder. BuDder Address: Cult Spec Swle: ModeVEng.No: Colony Factory Crafted Homes Division of The Commodore Corporation Tce: 20510PaintBlvd. Dlr. Imperial N.T.S. NS-1030 Cross Section Shi enville,PA 16254 Pg.: XS TYPICAL LAYOUT SHOWN FOR GENERAL DETAIL ONLY. DRAIN [a PIPE NOTES: LINES ON-SITE PER LOCAL CODES AND REQUIREMENTS. THROL I ROOF _7 1 DENOTES BOTrO4BGARDPASS-THRU. VENT STACK :;2 DENOTES(1)&DISCONNECT FORLOOSE SHPCAP B CHAIN MUST BE A MIN, I LAY LAY &J DIAMETER OF 3' -3 SITEINSTALLED VTR VTR Vm LINE WHEREVER IT I1n 11n EXTENDS 112 RFDI[EB VIXf THROUGH ROOF 45L 45L 45L PIPE TO OUTSIDE. A 45L 11n 45L 45L I H2 REDUCER MAY BE STY INSTALLED STY 112 STY VENT-THRU-R00F WHERE STACK IS 2 Sw LESS THAN 3' 2-FUTURE VENT MUST xin OFF ITS V� LITYY 112 XLTL RESPECTIVE BASEF]NTAAPPPUCA 1TION I to XLn im FIXTURE 2 3 VTR 11n 3 Lm 112 VTR VTR 3 d5L 3 22.1r2L STY 45L 112 Lm 3 CAP STOOL 11 4noa 1-In 2 2 VTR 1-12 VTR SHOWER XLn 1-12 MAIN VTR VTR VTR I-V2 45L Lm r/C.C.P. 1 VTR MASTER Lm, 41u12 -1n BATH Lm 1-12 STOOL 3 1-12 142 3 3 Lm 3 LAY. LAY. 3 STY 3 142 112 1-1n 3 Vm 3 3xin S\ V� r 45L 9NY LTL 3 3 3 TUB XLTL 112 2 WASHER 1-12 3 ` 4� al7iY I-IQ xLn STY 7UB 3 3 3 4BNYE 4� rIC.OP. \ 45L SECOND 3 SINK 1 to Lm n. I-1a�&C 2 1-12 LAV. xin C OUf XLn 2ND BATH 3 4TNYE DRAIN OUTLET SHOWER STY SN2 / ' 3 STOOL 3 STY 1.y XLTL / 45L XLTL �vin 2'TRAP ARM IN BOOR XLTL Lm� 2 g 2 2 XLTL / 2 �/ SECOND xin \1C.OP. Lm=LONG SWEEPTEE �V' XLn=LONG SWEEP ELBOW STY=SANRARYTEE DRawLINES C.O.P.=CLEAN OUrPLUG XLSL=LONGSWEEP STREETELBOW 45'WYE=45'Y C&C=CAP&CHAIN Bwlder. BBBd11Addlesa Cust Spec Scale: LWel/Eng.No: Colony Factory Crafted Homes DiviSion o1The commodore corporation "�T�S� N S-1'0 rD� T ical DWV S stem 20510 Paint Blvd. Dlr. Imperial YP Y Shippenville,PA 16254 Pg., DT TYPICAL LAYOUT SHOWN FOR GENERAL DETAIL ONLY. WATER NOTES: PIPE SUPPORT: LINES ON-SITE PER LOCAL CODES AND REQUIREMENTS. &INLET WITH 1'CAP&CHAIN. VERTICAL PIPING: ®=3/4 RELIEF DRAIN THRU FLOOR. SUPPORTS AT 10'O.C.MAX.OR AT EACH STORY HEIGHT WITH MID-STORY GUIDE. HORIZONTAL PIPING: SUPPORTS AT 32'O.C.MAX.ENDS OF BRANCHES,AND AT CHANGES IN ELEVATION AND/OR DIRECTION. LEGEND: —Can UNE TUB —HOTUNE D4 SHUT-OFFVALVE LAV. STOOL WASHER TUB / / LAV. \ STOOL / LAV. / SHOWER / \/ CROSSOVER SINK \ CONNECTION / OPT. / D.W. \c 1 M�R1ApEEpGE WM A b NOTE 1.INLET WITH 1'CAP NOTES: 2.ANY LINE SERVING FOUR OR MORE FIXTURES sxowERANoroRTua'sNowERwuvEsro eEANF1.xAfD(fms.sET FmDEGfd£SNApMPA) SHALL BE 3/4' EATFFMMTERs (S)TO BEF� VAa aRFA¢rNSTAUAna oP swrwr RE US USE UN-OWTO MWN SNCAE usEnFixrufE FOanaOFSPIaoT(s)wB 3.ALL WATER SUPPLY PIPING CONSTRUCTED OF PEX MATERIAL VAR'LCMN P�AN WOFN WAT811�ATEN WHEN HOME ISCCNSTRICFFDFtli T1ESTATEOFiENNF55FE L 4.WATER-HAMMER ARRESTORS INSTALLED WHERE EVER THERE VARf P RR4 ALL B&MFLOMM NGIUZSMTiMAREreoora D=N ON MY.a EWWUIasAropaaESrwcnM MYREQUA MNE"RMTM IS A QUICK-CLOSING VALVE CONFORMING TO ASSE 1010& WATER IQ:ATFANAV BESUPPnEDWWTAUEDNWDAU1r WSIEBY0nEi6 WATENSU YSYSfFAIRVMBINGTOBECWCORPEXNITERIN_OREOLW,AF4MMFORFRESHWATHiAPft1GT MANUFACTURER'S INSTRUCTIONS. =T0.V& %TOIM16dAISORERiFNNTHE5PE4FlEDAWTERW.M Dl]TF80FMTEANAFfliOVEDMWFORO]NfCfION 5.SHUT-OFF VALVE IB REQUIRED AT EACH FIXTURE ALL NNESAIE Ut UN c_tt NJf®. Builder. Mder Address: CUst Spec Srale: MD&IEng.Na_ Colony Factory Crafted Homes Division do he Comnadore Corporation N.T.S. ruD: Typical I Liles 20510 Paint Blvd. Dir. Impede NS-1030 YP Supply Shi enville,PA 16254 Pg.: WT TYPICAL LAYOUT SHOWN FOR GENERAL DETAIL ONLY. GAS LINES ON-SITE PER LOCAL CODES AND REQUIREMENTS. Note: 1.Total BTU's=256,000 2.Max.Column Length=40' W1H 3.Shut-off Valve Req'd for Each Appliance 36,000 4.Only one Fireplace (45-11 x 151) INLET (4511 x 160) 12 1 1 314 FURNACE 100,000 314 (436 x 70) 314 1 12 DRYER 12 20.000 (41-9 x 29) 314 ^�y�PGE OPT.FIREPLACE CROSSOVER 36�000 12 CONNECTION 12 RANGE (19-7112 x 20112) (29-11 x 0) 64,000 (29-11 x 152) 12 12 112 Bwlder. eu®der Addrms: Cust Speo Scale: ModeMng.No-- Colony Factory Crafted Homes Division of The Commodore Corporation N.T.S. rm: Typical Gas Lines 20510PaintBlA oir. Impedel NS-1030 yp Shl enuille,PA 16254 Pg.: GT ' T � FOOTING SIZE BASED ON 2500 PSF COLUMNEE'S AND FEXCOOTINGS MUST BE RATED MAX ROOF LOAD REFER TO INSTALLATION MANUAL FOR ALLOWABLE NON-PER[METER FOUNDATION FOOTING SIZE SIZE MAX. LOADS INDICATED ON SPECIFIC DNE A 0 WALL DESIGNS AND PERIMETER PIER BLOCKING REQUIREMENTS FOR SUUC(RATED FOR �} SYSTEMS.PERIMETER PIER BLOCKING AND FOOTERS ARE REQUIRED WISTEEL POSTS LOAD(LBS.) FOUNDATION DESIGN. PSF 2.0 K MIN)ON BOTH SIDES OF ALL EXTERIOR DOORS LOCATED IN THE SIDE WALLS 16'zt6'z6' 4.3 K (OR SEE ALT.FLOOR REINFORCEMENT),AND ANY OPENINGS IN THE SIDE WALL 20'x20'x' .K THAT ARE 4'OR MORE IN WIDTH,INCLUDING PATIO DOORS,RECESSED ENTRIES, 24'z24'z10' B.BK BAYWINDOWS,BUMP-OUTS,AND PORCHES. 30'x3V.12' 14.8K 36'x 3Vx 14' 20.7K VARIES(SEE FLOOR PLAN DIMENSIONS) MAIN RAIL PIER SPACING AND LOADING PER SPECIFIC 2'-0' MODEL FOUNDATION DESIGN TYPICAL FULL PERIMETER WALL FOOTING MAX r-- ----------- ----------- ----------------- ---------------------------------------------- � r ------------------------ ------------ ---------------------------------------------P==l Y n N mU I rx a I j HDCO 18'x24'MIN.CRAWLSPACE ACCESS.LOCATIONTO HDCO I Fp-p a I Par Flan Plan BE DETERMINED BY SITE AND GRADING CONDITIONS Per Floor Pha I I I I I I 1 I I ) I I I N < U I N Nry mQ I I I I I I I m m tea I I TYPICAL SUPPORT PIER. PIER WI POINT LOAD. I I LOCATION AND LOAD LOCATION AND LOAD I N J I I VARIES PER FLOOR PLAN VARIES PER FLOOR PLAN ¢ I TYPICAL FOUNDATION VENTS WNENTED I I v N z I I SPACE OPTION.(REFER TO NOTE I) I ____________ --------------------- __________________________j L-------------------------------------------------------------------------------------------� CRAWLSPACE NOTES: 1.CRAWLSPACE MUST BE VENTILATED PER IRC R408.(1 SO.FTPER EACH 150 SQ.Fr.OF FOUNDATION AREA UNLESS GROUND IS COVERED WITTA CLASS I VAPOR RETARDER,IN WHICH CASE IT MAY BE 1 SQ.FT.PER BECAUSE WORKING DRAWINGS FOR THE 15D0 SO.Fr.OF AREA)ONE SUCH VENTILATING OPENING SHALL OCCUR WITHIN 3'OF EACH BUILDING CORNER. PRODUCTION OF THIS HOME ARE TO BE 2.HOME WIDTH DIMENSIONS SHOWN IN PARENTHESES INCLUDE A 31VALLOWANCE PER HOME SECTION DUE TO EXTERIOR SHEATHING ON THE MATING WALL PLUS ALLOWANCE DUE TO OTHER FACTORS.THE LESSER DEVELOPED IN THE FUTURE,THE MATE LINE DIMENSION SHOWN IS THE ACTUAL MANUFACTURED FLOOR WIDTH AND THIS SHOULD BE USED IN THE ABSENCE OF SHEATHING ON THE MATE WALL OF THE HOME.NONE OF THE DIMENSIONS SHOWN ACCOUNT FOR SUPPORT FOOTING AND UTILITY LOCATIONS ANY VARIANCE THAT MAY OCCUR IN SITE INSTALLATION SUCH AS:GAPPING,OFF CENTER SET,OR OTHER FIELD ENCOUNTERED VARIABLES.ANY ADJUSTMENT NEEDED IN FOUNDATION WIDTH DUE TO SUCH VARIANCES MUST BE DETERMINED ACCORDING TO THE ARE AT THE DISCRETION OF THE INSTALLER. EXACT FLOOR PLAN DESIGN. 3.REFER TO HONE INSTALLATION INSTRUCTIONS FOR ALL OTHER INFORMATION NOT COVERED BY THIS TYPICAL DRAWING.INSTALL PIER AND FOOTINGAT EACH CORNER OF SIDE WALL WALK-OUT BAY UNITS, USING A CONTINUOUS MATE LINE FOOTING (CONCRETE COMPRESSIVE STRENGTH'FC'=3000 PSI MINIMUM WILL INSURE ADEQUATE SUPPORT FOR ANY GIVEN FLOOR PLAN. 4.FOR DEVIATIONS FROM THE SPECIFIC FOUNDATION DESIGN ANDIOR OTHER FOUNDATION DESIGNS,CONSULTA LOCAL PROFESSIONAL ENGINEER AND YOUR LOCAL BUILDING OFFICIAL Bidldw.. Bd&rAddrm: �mlSpec Scale: Model/Eng.No_Colony Factory Crafted Homes Division of The Commodore Corporation N.T.S.T Ical Pier Foundation20510PantBivd. Tn{ledel NS-1030 ShippenmIle,PA 16254 Pg.: FT U Ow E Camera 1 m o 0 q�2 �V� 2x4"rail w/2x2 spol 4"Or, c m v N N l6 4x4 Post 4x4 Post Gap Block Support U) joists 1611 OG E 5/4Nb"PT Decking 72xb Joist Hangers M o E �S = 4x4 Post 4x4 Post DATE: 5/17/2D18 SCALE: FREE STANDING DECK DETAIL 4'-1"X 4'-1" SHEET: P-1 • 1st Floor \ E9 l • Y 17 208 \ TOWN F QUEEN BU \ BUIL ING.&CO ES 10 d O�\ YCl, 1 77 m s 1 a I( 47-v '\ � ! O J `\ W_ N 1 m A N IJ PERMIT PLOT MAN, LAN 1 HAVE PERSONALLY MEASURED THE DISTANCE FRO TH PROPERTY LINES TO THE PR' STRUCTURE(S)OR SIGN(S) IG E R TAB A E N N O dUWdl45 pRpVIDEo OY: 1 t Z Plot Plan MH imperial Homes SUPWomontal frifoirmatonand ® ^ c E a CIA DUM TO HUD INSTALLATION.MANUA:L E=YORK SL -GROUND.REQUIREMENTS USING NON-PERFORATED SKIRTING OPTION) 18 MATING LINE UNIT-A UNIT-B TOWN OF QUEENS BUILDING&CODE �%C�VWMWMMEN CONCRETE SLAB TIEDOWN SPACING AND (SEE NOTE 1) INSTALLATION PER FRAME - TIE DOWN SECTION NON PERFORATED 01. SKIRTING WISELF CLOSING VENTS IN COLD WEATHER IS TIEDOWN INTO SLAB - FRAME 1=YPICALMATE LINE REQUIRED UNLESS A NON- ANCHORS EMBEDDED AND MAIN RAIL PIER INTO SLAB PER ANCHOR I-BEAM SUPPORTS ARE PER FROST SUSCEPTIBLE SOIL/FILL MANUFACTURER INSTRUCTIONS 'SET UR.MANUAL MATERIAL IS PRESENT UNDER THE SLAB(SEE NOTE 3) E 1 GRAVEL `a `• �•' ;•c.., r.:•.•:..,....q;,.�. 8"MINIMUM DEPTH _ - ° -� - _ BENEATH SLAB AT -- ------- - --------- -- -- - - •:ANYP_OINT SLOPEGROUND'AWAYFROM . CENTER OF HOME Porlm.Footing MIN BARRIER POLY VAPOR AROUND THE PERIMETERS FILE COPY TYP,INBVLATION BARRIER BENEATH CONC,SLAB REFER TO DETAIL BELOW SINGLE WIDE-HOME AND NOTE d CONCRETE SLAB (SEE NOTE 1) TIEDOWN GOADING AND SINGLE WIDE Holl INSTALLATION PER FRAME NON•P.EIaFONATE6 SKIRTING TIEDOWN SECTION - W/SELF CLOSING VENTS IN COLD TIEDOWN INTO BLAB WEATHER IS REQUIRED UNLESS A ANCHORS EMBEDDED NON•PPIOST SUSCEPTIBLE SOILIFILL INTO SLAB PER ANCHOR TYPICAL MAIN RAIL PIER MATERIAL IS PRESENT UNDER THE SLAB MANUFACTURER INSTRUCTIONG SUPPORTS ARE PER (SEE NOTE 3) GET UP.MANUAL ' GRAVEL of.Ne l .� B°MINIMUM DEPTH BENEATH BLAB ANY P -INT y 8� E.LY a mam o ^ .. > ri�'I 'r11i►: c: @-f� Ill (fF-„ rt). ��R ti�{n.e c i • ELOPE GROUND AWAY FROM PAIN,@mm POLY VAPOR d 91I°MIFl: CENT€R @F HOME BARRIER BENEATH CONC.SLAB. Prim,Fooling d'MIN, v?44Z FLASHING PER 6§6TION R9018 I146N07 IN§ULATI@N PROT90TION FOR F14619:9 IRONY) §€€NOT€1 MOUND R€BAR C®NTINLJGLI® @!l3®r3 THE FIRRIMETER B4UP€FINAL @RA®€PER 11409:19(R§NY) ® ®. ®.FEDERAL MANUFACTURED . MOUBING CONSTRUCTION Off 61211 NOM:4"§§N€€N€O AND WA§H€D§HAV€L ON 4/27/2016 ORU§H€®§TON€:DAMNED PEN N4@@,@,@(N§NV) z 3, MIN;Cm POLY VAPOR _ = — ®APHI€R BENEATH§@N§,§LAB HOR12ONTAL IRI§ULATI@N A§R€OUIR€B PER PA@€A=19,9 fiA§L€R491@ V€RTI§flL IF4§ULflfiION PER PA@€fl=I@:§fiA§L€R4®§.§ H@H14:IN§ULATI@N N€@UIHp€B ONLY IN-N€61@N§WHERE AIM PH€€gIN@ IN@€N€N@€€®§C:@@@: NOTED;. @ g § 1<HE f h€K E§§§off Ip§IV§€�f�€f,Ef ��@@ ON P i A§§IJM€D @@@@ P§F�61L @€AHIN@§APA@ITY: FOR 1 @@@.P§F MIN§OIL®€AHIN6 6APA§Ifi�:UBE W THIbK§@NeR€fi€§LA®; ALL IN§ULATI@N§BALL BE€0AYDEB P@LV§TYR€N€TYPE V,VI:OR VII PEN A§TA1 @00: §; IN§ULATION FOR BLAB I§NET R€GUIR€B IF PLA6€B ON A LAYER OF WELL DRAINED;UN51§TURB€B 0O�UND OR FILL THAT N NOT§U§@€PTIDLE TO PN@§T: y W€LL DRAINS BOILFWITH AV hAO€fE115�fiUf€6®IFLTENf LE� TN DETERMINED T FR®�T DEPTH:§61:60 DITIONN§A§IN9F16A D AM�RABLOYAT€P ON BLAAB INSTAL ED ABOVE FN@§T LINE:TH€B€T€NMINATION PROVIDED TO THE LANA BY THE§OIL§€N6IN€€R§HALL IN@LUG€DATA THAT 9€§6RI®€§THE§OIL 6@NBITI@N§TO A MININIUM DEPTH THAT IN6691J€§TH€PNO§T DEPTH: 4:REFER T@ PA@€A:I@:§FOR TABL€N4@§:§(RENV)§P€§IFYINO R€OUIR€B IN§ULA{ION L€N@TN AND N:VALU€§AND TABLE N:40@:§fI)(R@NVj FOR AIR PMEMN61NPM VALUED PER @€@@HAPHI6 L@@ATION: §: REPENT()IN§TALLATION IN§TRU@TI@N§PON ANCHOR TIE GOWN A€@UTA9fAENT§ANB§PA61N6:R€PEA TO ANEH@N MANUFA6TUR€N IN§TALLATION IN§TR6UTI@N§FOR ALL OTHER R€@UIR€FONT§: A=1 9. 1 tom' 00 N, (NY RREV:9@50ib D@§ion= �1OWPERFORATED SKIRTING). � hodlomt Homo, ® @FT M@ @F@ H@FR@§ ►;, j ' Install Stabilizing Install Stabilizing Systems This chapter covers the design and installation of the stabilizing system which secures the home against lateral and upward forces caused by wind.The system covered here uses earth(or ground)anchors and steel straps connected to the home's longitudinal steel beams and/or exterior walls.Stabilizer plates may also be used to prevent the anchor head from moving laterally in the ground.An anchor, strap, and stabilizer plate(if used)together are referred to as a tie-down.All anchoring equipment used must be tested to the ASTM D3953-97 Standard. Anchors can also be mounted in concrete.footings when there is enough concrete mass(weight)to resist the lateral and up- ward forces. This type of system is not covered in this manual. Follow the Steps • - • STEP 1.DETERMINE ANCHOR LOCATIONS STEP 2.DETERMINE TIE-DOWN CONFIGURATION D E E a W STEP 3.SELECT ANCHORS ' EMAY22 2018 STEP 4.INSTALL ANCHORS TOWN OF QUEENSBUr2Y STEP 5.INSTALL STRAPS BUILDING& CODES S STEP 6.TIGHTEN AND ADJUST STRAPS STEP 1. DETERMINE ANCHOR LOCATIONS Create a.sketch of the home plan showing the exterior walls, marriage line(s)(if any) and '� frame I-beams(this will be similar to the base sketch created in Prepare Footings). A See Table 20 for a list of anchor locations,types, and where they are required. ?.Nee4orarilrizing Sys As each anchor location is determined, mark it on the sketch,noting important dimensions tem.The manufactured home such as spacing between anchors.When complete,this will be the home's tie-down plan. must be secured against the wind by the use of an anchor TABLE 20.ANCHOR LOCATION TYPES assembly or an alternative foundation system.Where site Location Type Wind Zone I Wind Zone 11 of P[fFA6 wtiufAcfllfwl)t or other conditions prohibit the r�Il0t1iNrit+stxtiC11ON , Frame Yes Yes use of the manufacturer's in- a�Af€iY�1ANp11fi1l5 �pP structions, a registered engi- Vertical, No' Yes 92 neer or registered architect Frame No Yes ��i ��0 � must design the stabilizing - - - _ _ = system. Vertical No Yes Flood and seismic forces. Vertical No Sometimes The stabilizing system re- quirements in this chapter do Frame Yes Yes not consider flood or seismic - loads and are not intended for Tag Unit Vertical No Yes - use in flood or seismic hazard areas. In those areas retain a -- - registered engineer or regis- Porch Post Vertical Yes tered architect to design the Yes YeS..._... stabilizing system. Connect any factory-installed sidewall tie-dawn straps to a ground anchor regardless of the wind zone in which the home is placed. -Commodore Homes- 61 1 _ r ....... 2S M3 MPI i J Figure 64 and Figure 65 illustrate typical anchor locations for a double-section home in Wind Zone I and Wind Zone 11 respectively. Sidewall game Tie-Down -Beam __ ----__ -- ,�_-__ - __�_ end wall Figure-64. 7Ypieal anchor Tle4)owns locations for a double-section ..------- - _� (some Houses) borne In Wind Zone 1. ___-----_- M�rriege -c+..� ------- ,=_=L-_-___ d == Dine -____-_-_ � � c_ I.....AnoNor Weed Strap Vartloel Tle, *` —VDOwn .-.....--.. 68NBI#UBINA6= ANaNBHB ---- e�-igti �€�@N€dll�[i FgAIA€.fi1€=6®WFl ---- � - -° Rlduro 88, Typleal anohur g;8g WALL locntions for a doublo-section home in Wind Zone A a�BUBa� -- €€ -910€WALL V€NAE N@-BBWp . r SI®RWA66 FRAME ANCHORS U§@ Tabl@ 21 to d@t@ffnin@ th@§p6@ing h@tw@@h a@@hors far Wind Zon@§.I and II, f@§p0= ,s tiv@ly:.Gp@@ing r@g@ir@fn@nto will vafy d@pending on the typ@ @f hofn@(§ingl@ @r multi=§@@tion),the M@xlf�@r ap@@If��r@= @log@ @f th@ f®@f,th@ width-@f th@'It@of fof @@@h @@@tion,th@§id@wall h@ight, W@@m!gip@@ing,and Maxi quiffl�t@@tap aoi g ro., may th@ h@ighl ff@fn th@ gf@ond to-th@ @trap ad@@hm@nt paint: D@t@rfnin@ th@ valu@§f@r th@ h@v@ @n@h@r§p@@ing f@= horns:U§ing th@ tabl@ f@f th@ @ppfopfiat@ wind P@n@,d@t@frnin@ th@ @@I@fnn and r@w that @off@= q@ir@@t@nt§that§op@r@@d@ §p6nd§to th@ @haf@@t@fi§ti@§@ th@'h@fn@:Th@ valw@ @H-th@ t@bl@§i§th@ maximum di@tan@@ h@ th@ v@l@@§pf@vid@d in thi§ tw@afi @fi@hor§:K@@p in mind that @id@w@II fr@fn@ tl@=down§fft@§t h@ I@@@t@d no M,@f@ than two @n1�@I: f@@t hrfi @a@h and wall: ® M Marra��ii�r =@@ffifft@d@f@ H@fH@§= ff � 1/16/2009 Install Stabilizing TABLE 21. SIDEWALL FRAME ANCHOR MAXIMUM SPACING MAXIMUM DIAGONAL TIE-DOWN STRAP SPACING NO SECTIONAL MAX. HGT. FROM 82.5" 99.5" FLOOR WIDTH GROUND TO DAIGONAL MAINRAIL MAINRAIL SINGLE/DOUBLE STRAP ATTACHMENT SPACING SPACING 25" 140"2" N/A 12/24 WIDE 33" 111`9" N/A . (144"NOM,850TION WIDTH) 4611— --- — - 91 "1" N/A uj Z 67" N/A N/A - - - - I�10 25" iV-210 151.11 14/26 WIDE 161y1-1�----- - 31-611 (109"NOM,SIrCTION WIDTH) --- 4�" 131.311 --10'.8" .6711 - 101.0"' N/A, 25" N/A 191.5" 16/32 WIDE -- -3311 191.011--- 17105" - (160"NOM,SSOTION WIDTH) --_-..___-.-.-._.-__._ 67" 131 •1" 111•3" - - 25" 61•2" 4'-3" 12/24 WIDE 33" 51•2" N/A =' (144"NOM,SECTION WIDTH) 46" 4'■0" N/A i W 67" - - - N/A N/A OZ 25" 71.711 61.911 14/28 WIDE 33" 6'-10' f n (100"NOM,SECTION WIDTH) " 4011 51,911 41eou 25" N/A 7'=1Oil 10/32 WIDE 33" 7'=611 71411 (186"NOM,8€0fiION WIDTH) 4011 ®' ®u 67" 5'=4" 4'=711 N®T€D 1:6HAORD VALH€D€€R TA®L€I11 AND 8900:499: 99"MAN:0LIN6 HEIDHT AND 4AM A MAX:ROOF RITDb: €OR ROOF§Y€T€MD€#D€€RIND Wig D€TO I PJ1€1 TI€=DOWN 6€ADINfi 1I1 A MAXIMUM OF€€€ff ON I3€NT€D AND R A€€LIbAKE TO WIND 9ON€4 ONLY: F@H ALT€RNAT€TI€DOWN DY§T€M R€€€R TO TH€§UPPI=€M€NTAL IN€ORMATI®N AND D€TAIL€D€DTI®N: affi`��1111111111I1fNf��,` eeesetes No. it A Q@f1In@d@F@ H@Ifl@g 1/16/2009 61DEWALL VERTICAL ANCHORS Homes designed for Win'd'Zone II also require vent aal'tie-downs along the:sidewalls.The ver- ti'cai.tie-down.anchor strops are factory instalied and indicate required verticgl tie.=down Idea lions.Where.factory installed'"straps are not;present, here'may be faetory installed-brackete:to receiive'site"obtained straps or.the brackets.may be.site_installed as Well adcerding to Fig. 75A.Vertical and frerne sideWeil tie-downs_may'connect to one double-headed anchor'or sash to its oWh ded6ted' door. Any fectorysinstalled-sidawall tie-down straps must be connected%to a ground anchor regard= less of the wind zone in which Ms,home is placed: END WALL FRAME ANCHORS End wallframe tie-downs.tire especialfy'irnpartant for;homes that.are wider and.hava higher, roof pitches beeeuse those features Increase thasurface area.expos6d,to wimp leadp.at,tlle ends of the home.- LINE VERTICAL,ANCHORS(WIND'ZONE 11).:. `In Wind 06 ll t emaga lfrie.,jabots are,requirod`at eash,coluri,ri:alomg:the MartiageeWall. , There may rnanufa-eturdr4matalied.brackets.indioating re.quli d tfe-down.ideatlona.(MaVbe- identifsed:dy-taga orpaint) 'If;braokets ere not present,than an r�lternetive Acceptable conhec- When to.Ins�.tall mwrrlage tion, ethed;'sUch as steel an lo' s muet.ba-uaed(Flour.7�); If necessary te"®vofd.interfer line anchars.Anchors` ends with Piers,.the-tla-.down iocatioh maybe.gflast horizontally from the colurnh by.a maxi- along the mem®®e line, rhum of 12�babes, 111u§t be installed prier to the: aecond half of a multi. PORCH POSTANCHOR9-(REQUIRED IN'WIND ZONE II ONLYj,.61E FOLLOWING.ILLUS. section horns deft sot. TRATiON: tsru � rRaA��.ear dAd(alum Mg-0 Yl§UMB AM 119 fl9 Dow 00=00 WIN® ZON AE@®=2 . ��� . WRAP f@�NUd@ @N € FleYgfN@@§ 1111010 PORCH C®N.NECTION TO OUN®ATION STEP �:.D�TE�M9iV�-T1�-D411Vf� C0�1FI+Gl1F�,�cTl"Q�l:. Th@f@ of -two Pflfflafy II@460 @@fl€IQIlF@II@fl§i th@ fl@eF h@@Fn afld th@€af h@@m rfl@th@d§:If th@ amh@F§h@@IF g§@1@0401 in the hppF@pdAa @n6h4t@hI@(TablO M)M§@Ft @§t@fi§k(11 thou U§@ th@€@F kaft1 :n6lh@d:®th@full§@i I!§@ th@ fl@@f h@aFf1.Fft@th®�(�IgkIF@ 66):EE�@h M@th@d tii§AN by YAhd.!@fl@ @§.d@§@flf�@f MIR% a. Noub4@fn method: @F@If'WIRg @FI@§;@®flfl@Sl.dfl hflahl�F§tFd�.€F@ffl th@ @flab@F Mad I@ th@ begin 610§@§t I@ 44 @fl00F:In addiil@fl€af Wind 9-@ft@ II,§@flfl@@t @ V@fti= aflghaf: �®fl�Ffl ®F@ kl@li1@§= 9f€Q€�1=ialatt�Fa@TN�9 @4 headed anchor, • Far beam method.. For Wind Zone I connect anchor straps from the anchor head (using a double-headed anchor)to both of the home's main frame beams. For Wind Zone II connect one anchor strap from the anchor.head(using a double- headed anchor)to the home's far beam and one to the sidewall of the home. Mar Near8aem Near learn Pfdma TI04avat dear pram Part Ifl wed —- Tit-Dawn 3enaa II and IIU Vertical Oidawa4.10 00,Maximum TWOawn(wn Verlleaf@Idawall Far®aam Frame TI&Dawn(To®a .Zeno II and III ®round 6avpl file=bawn(lAhtd Added Man Near Osam strap An®la _ �enae II eAd III Ground Level �xaaads®06 A®Indieetad®y e)6n Gnly) Aehar�ha0,Ntobllizar datastaiu2ar date raundAncher. Ground Anchor Figure 60.Lgterat tle®down configurations STEP 3. SELECT ANCHORS Use the torque probe results from Prepare the Site;STEP A.DETERMINE SOIL- BEARING CAPACITY AND FROST LINE end the archer manufacturer Instructions;select the type and length of anchor to.use.The Installed ground anchor size(length)must be listed(W.approved)for the Boll class, Make sure the anchor IS Of Sufficient length.@uch that the top of the helix I@ below the frost line. Select a shaft diameter @dfficiant to resist @xce@@Iv@ torsion, "ring-off'(when the helix or.anchor heed separates from @haft)OF shaft splitting:Consult the anchor @upplier'for guid. ance, R@vi@w all of STEP 3.INSTALL ANCHORS and STEP 4.INSTALL STRAPS befcr@ mak= ins final anchor @@Iactions to determine when @ingl@=h@ad@d v@:dcubl@=h@sd@d anchors should be used: follow the @p@@Ific@ticn@ in Table 21 when a@I@sting stabillging iy§t@m compon@nt@: ALTERNATE fill=DOWN OYSTEMI: It is acc@ptabl@ to u§@ any propri@t@fy tie down§yp= t@m provided that compli@§with the following condition§: 1:. rdy§tom@ mu§t b@ li§t@d by a nationally f@o@gnIg@d third party ag@ncy: 2: Sy§t@m mu§t be approved by p pf@f@§§iori.@I @noin@@f: 5: Sy§t@m mu§t b@ in§t@II@d in as§@Fdan§@ to the Manuf@ctuf@'§in§t@II@ti@n in= §tfu@ti§n§: S@m@ of the§y§t@m§,which hi@v@ b@@n @p�pf@V@d for u§@, in@lud@;V@@t@f Dyn@mi@§, Oliv@f T@chn@I@.qi@§Inc:,TI@d@wn I=n9in@@flH9 M,@§w@II a§any§th@f§§mpany @@m§lying with the§§nditl§n§li§t@d ab@v@: It i§imp@Ft@nt to Ifl§0F@ that any tie down§y§t@m being 0§@d ha§been Fated for th@ wind load @ppli§ati@n in whi§h€h@ h@M@ i§§it@d: An@h@f§L mu§t have a minimum d@§ign load feting of 91 b®Ib§(4729 lb woFking load): ALT€RNAT€CONCRETE SLA@ ANCHOR& In li@u of aug@F=type gf@umd am@h@F§-d@= §§fileed in thi§manual,an§hof§whigh af@ d@§ign@d to k imb@dd@d In§@n§F@t@ M @§§@pt= abl@§ub§titut@§: Su§h an§h@f§and§t k aopf@pfiat@ly fat@d f@F d@§ign Ioad§and in§tall@d a§§ofding to @uf in§tallati@n lR§tfd§ti@% An§h@f§fnu§t hag@ minim0m d@§Ign load rating of gtg®Ib§:(472g lb working load): 1/16/2009 Install Stabilizing TABLE 22.ANCHOR SYSTEM MATERIALS SPECIFICATIONS Component Anchors must be tested and listed to resist a minimum ultimate load of 4,725 lbs and a minimum allowable working load of 3,150 lbs or ultimate and corresponding working,load limited by soll,condi- Anchors Lions and anchor'length,The working load is the maximurn'load the designer can use.Ground an- chors must be provided with protection against weather deterioration and corrosion at least equiva- lent to that provided by a coating of zinc on steel of not less than 0.30 oz per sq ft of surface coated, Straps.must be minimum 1.11N x 0.035"zinc-coated(0.30 oz per sq ft)steel strapping conforming to Straps ASTM 0395347,Type 1,Grade 1,Finish B with a minimum allowable working load capacity of 3,150 lbs and a Minimum ultimate load of 4,726 lbs.Slit or out edges of Zinc-coated strapping do hot heed to be zinc coated. the size and type of stabilizer plate,If required by the ground anchor manufacturer,will be specified In the anchor manufacturer's Instructions.Stabilizer plates must be provided with protection against weather deterioration and corrosion at least equivalent to that provided by a coating of zinc on steel of net less than 0,30 oz per sq ft of surface coated,Alterhatively,ASS stabilizer plates may be uaed When listed and certified for such use, STEP-4.INSTALL ANCHORS Before beginning anchor I`netalietloh, chack.for obstructions under the home such rss:piers and.frame members that may Interfere with the tle.down strepping; Check with utility— com-panies-to determine the locution of underground utilities,such as electrical and phone lines, and water, sower,and gas pipes,that may be burled.id potential anchor locations,Also (borading area . check for homeowner-installed wires and pipes,such as those connecting exterior lighting around anchors,Anchor or sheds to the-hone,These must also be avoided, hands should not rest 111 FRAME ANCHORS sunken spots, Grade the Frame anchors can be Installed In two ways, In-Ilno.and against-a stabilizer plate,The two around so that water does Methods are discussed below: not collect around anchor heads,but runs away from In-Line Configuration . the anohor.and out from un= The In-line configuration(Figure 07)for homes can be used-in Wind Zone I only:Typically;.. der the home, Co not bury In-lino anchors are uaed under high hopes when the_anchom can be-Installed from under anchor hoed®: the ham@ after the home Is set, ln=ling anchors calf also be Installed befor-e_tho hom®.I®®et; however, procisoly aligning the anchor with the home both vertically and horizontally le diffia oult: Wing swivel connWors for the strap to beam connection can provide Lorna horizontal ft@xibiilty: To install in=lino from@ anchom, dfiv@ the anchor:into the ground it.an angl@ and location §uch that a otraight line @in bay drawn front th@.tip.of the anchor through the anchor head and to the connection point on the I=b@@m(Pigur@ 09): 'aid@w�@IIF-FSRt@ ®@@� a3iFa@atalif�@Rj@. ®��� @®fl�Qadi@�i®fl Tia-®Elan§490 PW Ti@:136WR 91F10 I@F MUM MuRg Anelief I ARENEF Ja@blll�@F�(@ Figuf@ 00: 8f0if#@f P1@1@ a:0flfigtlf@N6il H@Ffl@%= 1/16/2009 Stabilizer Plate Configuration Stabilizer plate configurations(Figure 68)are suitable for homes in all wind zones.Anchors may be installed after the home is set.A stabilizer device,typically an ABS or metal plate, is used to prevent the top of the anchor from slicing through the soil when the load is applied. Stabilizer plates are available in a variety of,widths. Choose the widest plate that Can be driven Into the soil to maximize resistance to movement.The LAW may have stabilizer plate requirements. Install anchors with stabilizer plates as follows, 1. Locate anchor. Select a location for the anchor under the home but within six inches of the exterior wall(Figure 69). Avoid locations that will interfere with skirt ing. 6M Figure 60,Determining ah- M ch6rand stablllzerplate lo- Cation 19'Wet lot . . Inti ti Ale at ✓ 81011961 Abe_ = 2, Install anchor.To assure that the anchor attachment point will and up at the stabl• Ilaor plate, start the anchor Insertlon approximately 12 Inches back from the do. sired location if uslnore 48 Inch long anchor, or approximately 10 Inches If using a 00 inch long anchor,Install the anchor at about 15 degrees off vertical,with the headtilted away from the hcma, Install the anchor to a depth of approximately one (Bsoll-depression. half its length, Do not locate anchor heads g. Drive stabilizer plate.Driv@ the of@biliz@r plate into the ground.to its full depth at w soil ter may po depressions where this point d@t@fhiln@d in Et@p 1, w 4, Complete anchor Installation.-Bof@w the anchor the fa@t of the way into the ground,The finl@h@d anchor mu@t be.installed to Its full depth, VERTICAL ANCHOR® To in@t@ll vortical Whom, @of@w the anchor into the ground directly and@f the @trap at= t@ohm@nt point on the home until the bottom of the anohof head I@ Uh with the ground or no mof@,th@n on@ inch above grad@: STEP Go INSTALL STRAPS- p@II@w th@ in§tfu@ti@n@ b@I®w to @onn@@t§tfap§ffom the home to§id@wall ff@m@,end wall ff@fn@ and vertical @m@h@f@: Alway@ pf@t@@t§tfap§at§pafp o@fn@f§induding af@und I=b@amg with fadiu§Blip@ of @th@f rb@th@d§(figure 30): R@diu§@lip§may b@ fabfi@at@d fmffv Mga(min)by 1 Yvin@h wid@ gal= vanip@d§t@@I§tfap f@fm@d t@ Lit @f@und @@fn@f§:- eUSWM =0-@fnF@@ @f H@Ffl@§= 1/16/2009 Trubolt Wedge Anchor - Technical Data . C . Ultimate Tension.and Shear Values (Lbs/kN)in Concrete* Mi r1 ANCHOR INSTALLATION EMBEDMENT ANCHOR Yc=2000 PSI(13.8 MPa) Pc=4000 PSI(27.6 MPa) Yc=6000 PSI(41.4 MPa) DIA. TORQUE DEPTH TYPE TENSION SHEAR TENSION SHEAR TENSION SHEAR In.(mm) Ft.Lbs.(Nm) In.Win) Lbs.(kN) Lbs.(kN) Lbs.(kN) Lbs.(kN) Lbs.(kN) Lbs.(kN) 1/4 (6.4) 4 (5.4) 1-1/8 (28.6) 1,180 (5.2)' 1,400 (6.2) 1,780 (7.9) 1,400 (6.2) 1,900 (8.5) 1,400 (6.2) 1-15/16 (49.2) 2,100 (9.3) 1,680 (/.5) 3,300 (14.7) 1,680 (7.5) 3,300 (14.7) 1,680 (7.5) 2-1/8 (54.0) 2,260 (10.1) 1,680 (7.5). 3,300 (14.7) 1,680 (7.5) 3,300 (14.7) 1,680 (7.5) 3/8 (9.5) 15 (33.9) 1-1/2 (38.1) 1,620 (7.5) 2,320 (10.3) 2,240 (10.0) 2,620 (11.7) 2,840 (12.6) 3,160 (14.1) 3 (76.2) 3,480 (15.5) 4,000 (17.8) 5,940 (26.4) 4,140 (18.4) 6,120 (27.2) 4,500 (20.0) 4. (101.6) 4,800 (21.4) 4,000 (17.8) 5,940 (26.4) 4,140 (18.4) 6,120 (27.2) 4,500 (20.0) 1/2 (12.7) 55 '(74.6) 2-1/4 (57.2) 3,455 (20.7) 4,760 (21.2) 4,920 (22.7) 4,760 (21.2) 6,025 (31.3) 7,040 .(31.3) 4-1/8 (104.8) WS-Carbon or 4,660 (20.7) 7,240 (32.2) 9,640 (42.9) 7,240 (32.2) 10,820 (48.1) 8,160 (36.3) 6 _ (152.4) . WS-G 5,340 (23.8) 7,240 (32.2) 9,640 (42.9) 7,240 (32.2) 10,820 (48.1) 8,160 (36.3) 5/8 (15.9) 90 (122.0) 2-3/4 (69,9) Hot-Dipped 5,185 (29.3) 7,120 (31.7) 7,180 (31.9) 7,120 (31.7) 9,225 (43.2) 9,616 (42.8 Galvanized 5-1/8 (130.2) or 6,580 (29.3) 9,600 (42.7) 14,920 (66.4) 11,900 (52.9) 16,380 (72.9). 12,520. (55.7) 7-1/2 (190.5) WW-304S.5. 7,060 (31.4) 9,600 (41.7) 15,020 (66.8) 11,900 (52.9) 16,380 (72.9) 12,520 -(55.7) 3/4,(19.1) 110 (149.2) 3-1/4 (82.6) ' or 6,765 (31.7) 10,120 (45.0) 10,840 (48.2) 13,720 (61.0) 13,300 (59.2) 15,980 (71.1) 6-5/8 (168.3) SWW-316S.S. 10,980 (48.8) 20,320 (90.4) 17,700 (78.7) 23,740 (105.6) 20,260 (90.1) 23,740 (105.6) 10 (254.0) 10,980 (48.8) 20,320 (90.4) 17,880 (79.5) 23,740 (105.6) 23,580 (104.9) 23,740 (105.6) 7/8 (22.2) 250 (339.0) 3-3/4 (953) 9,290 (42.3) 13,160 (58.5) 14,740 (65.6) 16,580 (73.8) 17,420 (77.5) 19,160 (85.2) 6-1/4 (158.8) 14,660 (65.2) 20,880 (92.9) 20,940 '(93.1) 28,800 (128.1) 24,360 (108.4) 28,800 (128.1) 8 (203.2) 14,660 (65.2) 20,880 (92.9) 20,940 (93.1) 28,800 (128.1) 24,360 (108.4) 28,800 (128.1) 1 (25.4) 300. (406.7) 4-1/2 (114.3) 11,770 (62.0) 16,080 (71.5) 19,245 -(89.8) 22,820 (101.5) 21,180 (94.2) 24,480 (108.9) 7-3/8 (187.3) 14,600 (64.9) 28,680 (127.6) 23,980 (106.7) 37,940 (168.8) 33,260 (148.0) 38,080 (169.4) 9-1/2 (241.3) 18,700 (83.2) 28,680 (127.6) 26,540 (118.1) 37,940 (168.8) 33,260 (148.0) 38,080 (169.4) *Allowable values a re based upon a 4 to I safety factor.Divide by 4 for allowable load values. *.ForTie-Wire Wedge Anchor,TW-1400,use tension data from 1/4"diameter with 1-118"embedment. * For continuous extreme low temperature applications,use stainless steel. PERFORMANCE , c TABLE • • Ultimate Tension and Shear Values (Lbs/kN) in - • Lightweight Concrete* ANCHOR INSTALLATION EMBEDMENT- ANCHOR LIGHTWEIGHT CONCRETE LOWER FLUTE OF STEEL DECK WITH DIA. TORQUE DEPTH TYPE fc=3000 PSI(20.7 MPa) LIGHTWEIGHT CONCRETE FILL In.(mm) Ft.Lbs.(Nm) In.(mm) Yc=3000 PSI(20.7 MPa) TENSION SHEAR TENSION SHEAR Lbs.(kN) Lbs.(kN) Lbs.(kN) Lbs.(kN) 318 (9.5) 25 (33.9) 1-112 (38.1) 1,175 (5.2) 1,480 (6.6) 1,900 (85) 3,160 (14.1) 3 1 (76.2) WS-Carbon or 2,825 (12.6) 2,440 (10.9) 2,840 (12.6) 4,000 (17.8) 1/2(12.7) 55 (74.6) 2-1/4 (57.2) WS-G 2,925 (13.0) 2,855 (12.7) 3,400 (15.1) 5,380 (23.9) Hot-Dipped 3 (76.2) 3,470 (15.4) 3,450 (15.3) 4,480 (19.9) 6,620 (29.4) 4 (101.6) Galvanized 4,290 (19.1) 3,450 (15.3) 4,800 (21.4) 6,440 (28.6) or / 90 (122.0) (762)_ WW-3045.5. 5 (895) 4 6D (14.41 4,720 (21.0) 5,500 (24.5) !� 5 (127.0) or ,35c3 0 (18.2) .2) 6,580 (29.3) 9,140 (40.7) 3/4(19.1) 110 (149.2) 3-1/4 (82.6) SWW-316S.S. 5,390 (24.0) . 7,150 (31.8) 5,840 (26.0) 8,880 (39.5) 5-1/4 (133.4) 7,295 (32.5) 10,750 (47.8) 7,040 (31.3) N/A *Allowable values are based upon a 4 to 1 safety factor.Divide by 4 for allowable load values. 7/31/2018 Setup and Transportation I Style Crest Anchor Installation 720 Q from Tie Down Engineering Anchor Installation 480 from Tie Down Engineering f' p - I i E Y : 1 Part#:486001 art#;481445 Part#;481445 (K 4 and Setup and Setup and . http://www.stylecrestine.com/manufactured-housing-products/setup-and-transportation/ 3/4 7/31/2018 Setup and Transportation I Style Crest Transportation Double Transportation Concrete �' Transportation Concrete Tension Concrete Anchor Anchor J-Hook Swivel Anchor J-Hook Swivel Head P i d Head Painted Head Galvanized f Part#: 81061 Setup 3nd Transpor - 'on Bolt I Anchor Concrete 5/8"x 3,• I Contact Us Privacy Policy Terms of Service News About Us Events Resources Authorized HVAC Service Incentive Programs ©2018,Style Crest Inc.,All Rights Reserved Phone:419-332-7369 C! http://ww�v.stylecrestinc.com/manufactured-housing-products/setup-and-transportation/ 4/4 _.__........_..., ..............._. ADDENDUM TO HUD INSTALLATION MANUAL (NEW YORK STATE SLAB-ON-GROUND'REQUI REM ENTSUS1 •, �UL�AtTEDsSII �TIIVCaQTJQL�L) MATING LINE UNITA UNIT-8 TIEOOWN SPACING AND CONCRETE SLAB (SEE NOTE 2) 'INSTALLATION PER FRAME TIEDOWN SECTION R-5 MIN.INSULATED SKIRTING WISELF CLOSING VENTS. TIEDOWN INTO SLAB FRAME PICAL MATE LINE IN COLD WEATHER IS ANCHORS EMBEDDED AND MAIN RAIL PIER REQUIRED UNLESS A NON- FROST PER ANCHOR I SEAM SUPPORTS ARE PER FROST SUSCEPTIBLE SOILJFILL MANUFACTURER INSTRUCTIONS SET UP MANUAL MATERIAL IS PRESENT ' UNDER THE SLAB GRAVEL �.mx r �:"} :.'•.y}+y.:.:r:,:. {; .r.: " 6"MINIMUM DEPTH - -_----- _ - - __ t :� r..:....:' _ BENEATHSLABAT __ - _ __ -_-__=_=C_= __- =-====- -- - -= -- ANY POINT SLOPE GROUND AWAY FROM CENTER OF HOME (2)114 REBAR CONTINUOUS 12`Miri. MIN;Bmm POLY VAPOR AROUND THE PERIMETER OR'AS TYP.INSULATION Perim,Footlng BARRIER BENEATH CONC.SLAB REQUIRED BY ANCHOR MFGR. REFER TO DETAIL BELOW AND NOTE 5 SINGLE WIDE HOME CONCRETE SLAB (SEE NOTE 2) TIEDOWN SPACING AND INSTALLATION PER FRAME SINGLE WIDE HOME TIEDOWN SECTION R-5 MIN.INSULATED'SKIRTING W/SELF TIEDOWN INTO SLAB CLOSING VENTS IN COLD:WEATHER ANCHORS EMBEDDED IS REQUIRED UNLESS A_NON-FROST INTO SLAB PER ANCHOR TYPICAL MAIN RAIL PIER SUSCEPTIBLE SOILlF1LL MATERIAL MANUFACTURER INSTRUCTIONS SUPPORTS ARE PER IS PRESENT UNDER THE SLAB SET UP MANUAL GRAVEL E 6"MINIMUM DEPTH ..t. a BENEATH SLAB AT M d LL .r c r ANY POINT OFEDERALMtUk1FACTiktEOG�, = r- ? _— - -__=- --------- -- --�— - - -_ -__-- HOUSMCONSHWCTiON.�y --- --- --'-- -- - - __-- SAFETY STANDARDS <' SLOPE GROUND AWAY FROM r.( � �C �� MIN:6mm POLY VAPOR (� O, I2"Miri. CENTER OF HOME BARRIER BENEATH CONC.SLAB 4/30/2015 Perim:Footing q"MIN. FLASHING PER SECTION R703.8(RCNY) INSULATION PROTECTION PER R403.3:2(RCNY). SEE NOTE 2 SLOPE FINAL GRADE PER R403.3.3(RCNY) C7 C7 AROUND THE PERIMETER OR AS O t0 12" a •'e REQUIRED BY ANCHOR MFGR. — — .-` — — — MIN:6mm POLY VAPOR BARRIERBE AB NOM.4"SCREENED AND WASHED GRAVEL OR 12"min. CRUSHED STONE. DRAINED PER R403.3.3(RCNY) sc,- _- _- �✓ n ;M. �I---:•�___ . HORIZONTAL INSULATION AS REQUIRED PER PAGE A-19.3.TAKE Ad03.3 HORIZ.INSULATION REQUIRED ONLY IN REGIONS WHERE AIR VERTICAL INSULATION PER PAGE 9.3 ABLE FREEZING INDEX EXCEEDS 2,000 y". NOTES: 1. SITE ONLY,ON WELL DRAINED 501L WITH AVERAGE MOISTURE,CONTENT LESS.'THAN 25%TO FROST DEPTH.SOIL CONDITIONS AS 1 IC ADEQUATE FOR SLAB INSTALLED ABOVE'FROST LINE.. 2.THE THICKNESS OF THE SLAB IS'SET AT 6"FOR AN.ASSUMED 2000 PSF SOIL BEARING CAPACITY. FOR 1000 PSF MIN SOIL BEARI CAPA AB. CONCRETE'COMPRESSIVE STRENGTH:3500 PSI MIN. 3.ALL INSULATION.SHALL BE'EXTRUDE D POLYSTYRENE TYPE.V,VI,OR Vii PER ASTM CS78, A� � 4.INSULATION FOR SLAB IS NOT REOUIRED IF PLADED ON A LAYER,OF WELL DRAINED,UNDISTURBED GROUND OR FILL THAT IS NOT SUSCEPTIBLE TO FROST. CLASSIFICATION OF FROST SUSCEPTIBILITY OF SOILSHALL BE DETERMINED BY A SOILS OR GEOLOGICAL ENGINEER UNLESS OTHEHWISE APPROVED.THE DETERMINATION PROVIDED TO THE LAHJ BY THE SOILS ENGINEER SHALL INCLUDE DATA THAT DESCRIBES THE SOIL CONDITIONS TO A MINIMUM DEPTH THAT INCLUDES THE FROST DEP.THi S.REFER TO PAGE A-19.3 FOR TABLE R403.3(RCNY)SPECIFYING REQUIRED INSULATION LENGTH AND R-VALUES AND TABLE R-409.3(1)(RCNY)FOR AIR FREEZING INDEX VALUES PER GEOGRAPHIC LOCATION. 6.REFER TO INSTALLATION INSTRUCTIONS FOR ANCHOR TIE DOWN REQUIREMENTS,AND SPACING.REFER TO ANCHOR MANUFACTURER INSTALLATION INSTRCCTIONS FOR ALL 366 W. ±COALMdNE DR. NY Slab Design- Insulated.Skirting) ommodore r ��-�/ TTL,ETON9.100 dolt? g - g> Homes,, OLO V i 04/2616 c.rtA0.11UTACTUIiEDA """"""""'""""",Y*y-• .,,-w.�,-�.s�.�n, -:Ro:.�«. ..,.�, •��„war.:-esamazcs FMUW E ",wu,4m0wSTRKTwN,0 •.£ a aSAFETY STWIDAMS V O Q 08 TABLE,N403.3 4/30/2015 MINIMUM INSULATION REQUIREMENTS FOR FROST•PROTECTE[)FOOTINGS.IN HEATED BUILDINt3Sa HORIZONTAL INSULATION DIMENSIONS HORIzONTAL INSULATION_R-VALUO,° PER FIGURE R403.3(1)(inches) AIRTREEZING IINDEX. VERTICAL INSUI, TION (^Fvdays) R VALUE°i Along.wails At corners A B O 1,500 or less 4.5 Not required Not requsred Not required Not required Not required Z;Q00 5::__ Notre cued t at r uired Not-required Not required- Not required i. » �.. 3,000 7: �8.6 12 2 3,500 9.0 8.0 11.2 24 30 60 4;000 10.1 10.5. 13.1 24 36 60 a..Insulation requirements are for protection against frost damage in-heated buildings:Greater values may be required to meet energy conservati ..standards. Tnterpolao(in between values.is permissible. .b:See Tabie R403.3.1.for Air'Freezing Index values. c..Insulation materials shall provide the stated rniniinum Xvalues under long-(entt exposure to moist,below-grbnnd ccinditidns in free 7 i �a jug R-values shut!lie used to'determine insulation thickiwssgs,required'for this application:,Type 1i expanded polystyienp.2.41t �e polystyrene 4.SR per inch;Type Vl.extruded poiystyrcno•4.5R per inch;'Type IX,expanded`polystyrene•3.2R per inch,Tyke X' l t'yrenc inch. d.Vertical insulation shall-be expanded polystyrene insulation or extruded polystyrene insulation. e, Horizontal insulation shalfbe extruded polystyrene insulation. TABLE,R403.3(1) _ AIR FREEZING INOEX' EMbit 3:v FAHRENHEIT)RETURN PERIOD OF 100 YEAR(990 PR09 Station Mr Freezing Stab Station Name Number Index Station Nance, Number +k6 40 ALBANY WSO 300042 1350 LIBERTY 304731 AL:CO VE DAM 30006.3 1451 LITTLE FALLS CITY RES 304791 1586 ALFRED �300085 1499 LITTLE VALLEY 304808 1540 ALLEOANY STATE VARK 3.00095 1494 LOCKPORT:2 NE 304844 1147 ANGELICA 300183 1421 LOWVILLE 304912 1769 BAINBRIDGE 300360 1349 MILLBROOK 305334. 1246 BATAVIA 300443 1310 MINEOLA 305371 496 BOONM, LE 2 SSW 5007851 1963_ MOHONK LAKE 305426, 1109 BRIDGEHAMPTON 300889 510 MOUNT MORRIS 2 W 305597 1355 BROCKPORT 2 NW 300937 1195 NEW YORK CNTRL PK WSO 305.801 440 CANANDAI•GUA 3 S 301152 1,185 NY WESTERLEIGH STAT IS 305821 521 CANTON 4,SE 361185. 1.124 NORWICH'1 NE 306085 1679 CARMI EL 1,SW 301207 1093 OGDENSBURG 3 NE 306164 2038 CHASMFALLS 301387 1952 OSWE0O EAST 306314 1164 CHAZY 301401 1997 PATCHOGUE 2 N 306441 599 COOPERSTOWN 301752 1454 PENN YAN 2 SW 306510, 1075 CORTLANll 301799. 1396 PERU:2 WSW 306538 1733 DANNEMORA 301966 1794 PORT JERVIS 30677.4 990 DANSVILLE 301974 1230 POUGHKEEPSIE.FAA AP 306920, 11.60 DOBBS FERRY 302129. 576 RIVERHEAD RESEARCH 307134 510 ELIZABETHTOWN 302554 2078 ROCHESTER WSO 307167 1199 ELMIRA 302610 1561 SALEM 307,405 1706 FRANKLINViLL.E 303025 1715 SCARSDALE 307497 618 FREDONIA 363033 1143 SETAUKET 307633 452 GENEVARESEARCH FARM 303184 1297 SODUS,CENTER 307842 1248- GLENHAM 303259. 985. SPENCER3.W 308088 1514_ STILLWATER RESERVOIR 308248 2483 OLOVERSVILLE 303319 .. 1500 SYRACUSE WSO. 308383 1213 GOUVERNEUR. 303346. 1877 TUPPER LAKE SUNMOUNT 308631 2372 GRAFTON -303360 IM6 UTICA FAA AP 308737 1545; HEMLOCK 303773 1436, WANAKENA RANGER SCHOOL 308944 2192 INDIAN LAKE 2 SW 304102 2317 WATERTOWN 309000 1701 nHACA,CORNELL UNIV. 304174. 1367 WESTFIELD 3 SW 309189 1247 LAKE PLACID CLUB 304555 23'18 WEST POINT 309292 899 LAWRENCEVILLE 304647 1956 )W=HALI 309389 1594 A-19.3 ( ' Y Tables) 04/23/15 FPSF DESIGN PROCEDURE FLASHING CONCRETE, MASONRY, OR INSULATION PROTECTION PERMANENT WOOD FOUNDATION PER BUILDING CODE . - a 12°MAX. .•1 a 1111 1111=�11 =]r�1=�r!I VERTICAL WALL INSULATION HORIZONTAL WING INSULATION GRANULAR BASE (AS REQ'D) INSULATION DETAIL HORIZONTAL INSULATION !xleii FOUNDATION PERIMETER :. C ihil!:yg!i:$!Gr"i!i:is %r i:i::i::xi:: :z :.!:_:E.•: EM ihYtk�i`:iti-i:i:ii:p:<_::•'xe:.°•a!2ax !Ei!: A ,r B C INSULATION PLAN Figure 4. FPSF design parameters for heated buildings using the simplified design procedure. 2Z y�x -Ili' � ��„ v sw6eT I� sus�T R- 5 7 FPSF DESIGN PROCEDURE DETAILED METHOD FOR HEATED BUILDINGS in practice, there are many different combinations of vertical and horizontal insulation.details, R-values, and footing depths that can be used in an FPSF. The detailed design approach is a flexible approach that allows the designer to utilize experience and select the preferred method of construction for a given site. For example, the designer may opt to provide vertical wall insulation only, wing insulation only at the corners,.or provide wing insulation around the entire building. The designer also has the flexibility to step the footing to increase foundation depths, add wing insulation to reduce required foundation depths,or select the width of wing insulation in meeting the minimum requirements in the design process. Figure S illustrates the variables for FPSF design. The Appendix contains figures and tables for determining and selecting the detailed design variables. The following steps outline the detailed design approach for heated buildings: Dha flhw RIn4--Rh. h hl Verdea I waU MAVon,RvRv hh HaftoMwInbioulaft, RhwarRhaRao earoquuad Plan View. Figure 5. FPSF design parameters for heated buildings. Determine the Site's design Air Freezing Index, Fa Select the 100-year return period design air freezing index,F100,from Figure Al or Table A3. informatton was prepared by the National Oceanic and Atmospheric Administration's National Climatic Data Center specifically for use in FPSF design. The Fn values are conservative because they are not adjusted.for the insulating benefit of a normal snow cover on the ground. A lower return period value may be used for less important structures or those that are resilient to infrequent ground freezing. See Table 3 for Fa values at return periods less than 100 years. Calculate the R-value for the Floor Slab Cross Section, Rt Calculate the thermal resistance of the design floor slab,R.considering all insulating materials in the cross-section including any floor coverings. When determining Rf,dry condition R-values,as presented in Table A2,shall be used 8 ., . FPSF DESIGN PROCEDURE for all materials, including insulation. If the floor cross section and resulting.thermal resistance of the floor slab varies over its area,calculate R,as the average over the perimeter 39 inches (1 m) of the floor. In superinsulated slabs where the calculated Rf value exceeds 28 R(5.0 m2-TJW),the designer must follow the design procedure for unheated buildings, since the heat from the building is substantially blocked from moving into the ground and protecting the foundation. Determine the Required R-value of Vertical Wall Insulation, R, Determine the minimum required thermal resistance of the vertical wall insulation,Ro,from Table A4 given h from Figure 5,Fo from Step 1, and Rf from Step 2. MOM Select Thickness of Vertical Wall Insulation Based on the required R,value from Step 3,select an adequate thickness of vertical XPS or EPS insulation using the following effective resistivities: Type II EPS-2.4 R per inch,Type IX EPS-3.2 R per inch and Types IV,V, VI,VII XPS-4.5 R per inch. Common nominal thicknesses are 1", 1-11211,2",and 3". The,insulation shall extend from the bottom of the footing to the exterior wall envelope as shown in Figure 5. Select Foundation Depth or Horizontal Wing Insulation for Walls Horizontal wing insulation is placed below ground extending outward from the vertical wall insulation as shown in Figure 5. For climates where F„is less than 2,250113-day,wing insulation along the walls is not required and the designer may proceed to Step 7. In more severe climates,where horizontal wing insulation is.not desired,select the minimum foundation depth,Hi,from Table.A5. When the designer desires to limit the foundation depth to-16 inches in severe climates(F.>2XO'F-days),select the minimum width the wing shall extend from the foundation wall, Dom,,, and the required minimum thermal resistance of insulation,R., from Table A6. ,. Select Thickmess of Horizontal Wing Insulation for Walls Based on the required Re„value determined in Step 5, select an adequate thickness of XPS wing insulation using an effective resistivity of 4.5 R per inch. Wing insulation must have at least 10 inches of ground cover,and meet flush with the vertical wall insulation. Select Foundation Depth.or Horizontal Wing Insulation at Corners Since more heat loss occurs at building corners than through.mid-wall sections of heated buildings,additional frost protection in the form of horizontal wing insulation or a deeper foundation is required for more severe climates(F. > 2,2501F-days). Where horizontal wing insulation is not desired in any climate,select the minimum foundation depth at corners, Hf,,, from Table A5. For a uniform foundation depth,Hf-Hf, use Table A5 with 5.7R wing insulation applied to the corner regions. When the designer.desires to limit the foundation depth at corners to 16 inches, select the minimum width the wing shall extend from the foundation wall,Day,and the required min_ ,�►+ - — - =required-thermal resistance-of-insulationR�w4om-Table-A7--Based-on-the-requiPedA,-select-an-appropriate--.— thickness of XPS wing insulation using an effective resistivity'of 4.5 R per inch. The minimum distance the comer protection must extend from the comers,L,is also determined from Table A7. 9