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HomeMy WebLinkAboutBLD94-1201 Mobile Home - BLD Permit / Conditions - 8/29/1994 MASON COUNTY Mason County Bldg. 111 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 IIIII,J I I 1b 1 P4 If 11 IT e m I I f 0 k IN I't 1,0 H', I I CP 1 6 10 till oIs N. 4 12 6.1 131 094 —12 0 1 t. I I r i(A,1 It".,4 0 0 0 t— ME t 0 DUSI-Y RD HF I FA I k HURH DOWNING 4 19 0 1 qfw N I k Pt i I I I-, HUY R11t "01IIIIE'l." 4 VV 07qb I,f;l It 4 It St S1 to I of SIP 117#1 Is #4144.1 19 16? 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A0 V014 It WORt Ift ''NSIP11(1100 Ali 1000 1!il 0 ill Pll (OWN(Fill 141 IH)A 181 DWI (4 If PVTIRV i 1114 Elk Wiilli,t I, tVPYNOffi f A R A FIRifto 1�P�t1Y[ AB f FEAR J�R 4 01 f 0 f Vf Of K I,F it F (110 11#RAI 114 Ili 6OR9 f A PkOhRf.SS 10 IPE(11 ON U 1 TO f 0 1 Of 164 DA-1 PfR.140; HOAl 11SPE(HON OUST Bf elf OP 110�0!: Ito PRAT, rev: #3111191 COMPI fAMCE. 10 AIIIIACHIII-D COM111 U100S 1 % R1 0011tI Ill MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 II....II 'IL IL... II:::A :II:: it""11 4: n 0=:" 1:::::: IF4 Nw1 ::1:: .H FOR INSPECTIONS CALL 427-9670 BETWEEN 5pm AND 8am 427-7262 BLD94-1201 PARCEL : 123094490050 PLAT : DIV : BLK : LOT : JOB ADDRESS : NE 120 DUSTY RD BELFAIR OWNER : HERB DOWNING 479-0795 CONTRACTOR : BUY RITE HOMES 479-0795 L E G A L : TA 5 IF SE SE TA 1 IF SP #1211 FS 04944:1 IL 162 CLASS OF WORK NEW BEDR : 3 BATH : 2 TYPE AMOUNT BY DATE RECEIPT TYPE AMOUNT BY DATE RECEIPT TYPE OF USE . . . . : MH STORIES . . . . . . . : 0 OCCUP . GROUP . . . : ? BLDG . HEIGHT . . : 0 . 0 f t NHOF $ 100.11 NJP 08/30/94 37434 TYPE OF CONST . . : ? FIREPLACES . . . . : 0 ISTFE $ 4.51 NJP 18/31/94 37134 OCCUP . LOAD . . . . : 0 WOODSTOVES . . . . : 0 DWELL . UNITS . . . . : 0 PARKING SPACES : 1 INSPECTION AREA : 1 SHORELINE ? . . . . : Y TOTAL: 104 .50 VALULATION: 50010 SETBACKS-------------- TOILETS . . . . . . . . . . : 0 FUEL TYPES---------- BOILERS/COMP---- MOBILE HOME-- FRONT . . . S 150 . Oft BATH BASINS . . . . . . : 0 : ? 0-3 HP . : 0 REAR . . . . N 312 . Oft BATH TUBS . . . . . . . . : 0 3-15 HP . : 0 MOOEL : SKYLINE SIDE ( 1 ) .W 40 . Oft SHOWERS . . . . . . . . . . : 0 FURN < 100K BTU : 0 15-30 HP . : 0 —MAKE------ SIDE ( 2 ) . E 40 . Oft WATER HEATERS . . . . : 0 FURN >=100K BTU : 0 30-50 HP . : 0 ? SHRLINE . S 150 . Oft CLOTHES WASHERS . . : 0 FURN — FLOOR . . . : 0 50+ HP . : 0 —YEAR------ AREA ---------------- KITCHEN SINKS . . . . : 0 HEAT PUMP . . . . . . : 0 95 LOT SIZE . . : ? FLOOR DRAINS . . . . . : 0 VENT SYSTEMS . . . : 0 EVAP COOLERS : 0 LENGTH : 48 BUILDING . . . : 1300sf DRINKING FOUNT . . . : 0 VENT FANS . . . . . . : 0 HOODS . . . . . . . : 0 WIDTH . : 28 BASEMENT . . . : 0sf LAUNDRY TRAYS . . . . : 0 DOMES . INCIN : O —SERIAL#---- DECKS . . . . . . : 0sf DISHWASHERS . . . . . . : 0 AIR HANDLING UNITS-- COMML . INCIN : O 0155H GAR/CARP : ? Osf GARB DISPOSALS . . . : 0 <= 10000 cfm . : 0 RELOC /REPAIR : 0 AT/DT . : ? URINALS . . . . . . . . . . : 0 ) 10000 cfm . : 0 OTHER UNITS . : 0 MISC PLM FIXTURES : 0 GAS OUTLETS . : 0 PROJECT 0ESCRIPTI0N:A08ILE HONE PROJECT L0CATI0N:0FF OF OLD B E L F A I R H W Y RIGHT TURN RIGHT BEFORE THE BEAR CREEK STORE, SITE IS AT END OF ROAD APPROVEBABEF�REABUIIp��6A�NORVOIDKCjSWORNN NCEDNSEVIDENCE 0FTC0HTINUATI0NO0FCW0RKNISDAWPR06RESS0INSPE�TI0NIWITHINTTHET18A DAYWPERI00.SFINAL INSPECTI0NENUST BE OWNER OR GEN GATE: q-— z__ L — RIn PANT r a u Aa1111C1 rnMD1 TnNrc rn nTrnrucn rnu.,rTr.,­ CONCRETE MECHANICAL MOBILE HOME Footings-Setback date by Ribbons date by Gas Piping date b Foundation Walls date by Set Up date by INSULATION date BG/SLAB Insulation Floors Final date FRAMING by date by date by Walls FIRE DEPT. date by date by date by PLUMBING OTHER Attic Groundwork date b Y D W V b WALLBOARD NAILING date by date by Water Line FINAL INSPECTION date by date by date by n C— i l lL - S -mil -�%�;O �c-v u��.�� ✓ OZt �O �_ ;�� c �✓ - z %Y J -- - - - -------- -- MASON COUNTY Mason County Bldg. 111 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 D1 PAK I mi N I f N 'k, I of 1.1 I I pl, Hol, i 1 im.-ltttt {-,;r 1.bti s.'rl 11 hat -by 0, AMAMI h-d" I I "q I)" a q"PPI th- In I h- pl ­w; ih�d "I A-; 0 A- I '�- ill,! !, jjj"-'�� j " 1 . — PQ! _ljrri 1 0 ! D— I "q I jowl - - m " jil b— tit I "I ley mv Iiji "ml Pal ml 1 " I " 01 -- attv nk I hol Via— h--n M4­ , "Iod i fri i h- i I"Id I . I "Od I VIM i h I h.'! i" , 1111" .! i 1 ­!..1 k' I I I I t i l 1 .,, I " I i "0 " 1 pl "W "Ivr fo' p­ io" ) uIll ba kh" 014m1 k 11 ON FVAI I OK 11 "dicah- "k i th I Alt h"m- 10"dinq- "I dmkn mu-. 1 it- 1 11 q-t 1 1 and i "q 0• I• P-1 mt luod " itho"I %1.,,f A"y la"dinq "r J� vf 1 h I. in io" "I mmn hoiqhl 11 "m I " .It 'i"' I ­'i! I I ,-I 'Ol'irth " I ) I"i I 'lwi I II(I f-t 'k I ho" I "I m-r - I I Y I ho"Al , il A"y 16ndt "I or d-QlAij-r viiAlt ;I," h- p-rmili -d "h ; , h t I I tilt " I h ik_.lj o!l-1 - i'lli i 'l i ti'l !­i t111. I ot,11 Not two) "d- .arty landi "q Ica" MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 Case No . : BLO94-1201 For : HERB DOWNING Page : 1 1 ) PURSUANT TO 1991 UNIFORM BUILDING CODE , SECTION 305 (C ) AND SECTION 513 , ALL SITES MUST HAVE APPROVED NUMBERS OR ADDRESSES PROVIDED IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY . MASON COUNTY BUILDING DEPARTMENT REQUIRES THAT THIS BE COMPLETED PRIOR TO CALLING FOR ANY SITE INSPECTIONS . A REINSPECTION FEE , BASED ON RATES IN TABLE 3A OF THE 1991 UNIFORM BUILDING CODE WILL BE ASSESSED IF OWNER /CONTRACTOR FAILS TO POST ADDRESS ON SITE PRIOR TO REQUESTING INSPE IONS . X 12 ) ALL CONS CTION MUST MEET OR EXCEED ALL LOCAL CODES AND UBC R E Q U X 3 ) REQUIRED INSPECTIONS ( Footing Inspection—prior to pour , Set—up Inspection—prior to skirting , Final Inspection—prior to occupancy ) . I have received a copy of the General Information and Guidelines—Mobile /Manufactured Housing Installations Handout for detailed descripPtions of all required inspections on my mobile /manufactured home installation . I hereby assume all responsibility for the scheduling of these required inspections . If these required inspections are not requested , inspected and signed off (approved) by the inspector in the prescribed order , I understand that reinspection fees and an hourly investigation fee pursuant to the 1991 UBC , Table 3A will be assessed in addition to my original permit fees to resolve any questionable practices or problems that have been discovered . I further understand that this investigation will be scheduled as time allows . Until resolution of any all problems no occupancy ( Final Inspection ) will be granted for the residence . OWNER /CONTRACTOR ( indicate which) Signature X 4 ) All mobile/manufactured home landings or decks must be freestanding (self supporting) . The largest landing or deck permitted without drawings or a building permit is 36" x 36" Any landing or deck that is 30" or more in height from walking surface to finish grade requires a guardrail . Any landing or deck that has 4 or more risers requires a handrail . Any landing or deck larger than 36" x 36" must be permitted which requires structural drawings and a building permit application . This Installation Permit does NOT i lude any landing or deck larger than the 36" x 36" size . f X 5) CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING l i CONCRETE MECHANICAL MOBILE HOME Footings-Setback date by Ribbons date by Gas Piping date b Foundation Walls date by Set Up date by INSULATION date by BG/SLAB Insulation Floors Final date by date by date by FRAMING Walls FIRE DEPT. date by date by date by PLUMBING Attic OTHER Groundwork date by date by D.W.V. WALLBOARD NAILING date by date by Water Line FINAL INSPECTION date by date by date by MASON COUNTY Mason County Bldg, III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 I I I I I I I I I MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 DEPARTMENT AND UNIFORM BUILDING CODE . x C�-�---- 6 ) The proposed project must be consistent wit�'h' all applicable policies and other provisions of the Shoreline Management Act , its rules , and the Mason County Shoreline Master Program . 7 ) The use , handling and storage of hazardous materials or flammable and combustible liquids in xcess of 10 gallons is not allowed without the approval of the Mason County Fire Marsha X CONCRETE MECHAi4tCAL MOBILE HOME Footings-Setback date by Ribbons date by Gas Piping date b Foundation Walls date by Set Up date by INSULATION date by BG/SLAB Insulation Floors Final date by date by date by FRAMING Walls FIRE DEPT. date by date by date by PLUMBING OTHER Groundwork Attic date by DIN D.W.V. b WALLBOARD NAILING date by date by Water Line FINAL INSPECTION date by date by date by C'S I MASON COUNTY DEPARTMENT of GENERAL SERVICES Mason County Bldg. III 426 W.Cedar P.O.Box 186 Shelton,Washington 98584 (360)427-9670 BUILDING PARKS& RECREATION FAIR/CONVENTION CENTER ADMINISTRATION �-,) /�( /95 TO: kAeM W t9 ge 2-<8. RE: Permit Number # f3Lt') -1--'4— To Whom It May Concern; During a recent review of our files, it was determined that your permit may meet one of the following criteria: 1 . Permit is expired and needs to be renewed or have a final inspection 2. Due to the type of your permit and scope of work it is possible that the.work has been completed and it needs to be inspected to close the permit or 3. The permit is ready to expire and needs to be inspected or an extension needs to be requested. Permits are valid for 180 days from the date of issue to the inspection date and remain valid for 180 days between each required inspection. If our records are inaccurate and you have had a final inspection, please send a copy of the signed off permit to this office so that we can update our cards. If you have not had a final inspection and your permit is expired or will expire within 30 days, please contact this office for a final inspection, update inspection or extension prior to O► / 3(P/96 to avoid renewal fees. All permits which are expired or due to expire within the next 30 days will become null and void if contact is not made with our office. If you should have any questions regarding permit validity or the purpose of this notification, please contact the building department for clarification. Sincerely, Building Department cc: Property File MASON COnNT fi BUILDING 111 426 W. CEDAR SHELTON, WASHING„TON 98584 (206) 427-9670 CORRECTION NOTICE Job Location &-D 9V- /Z d This structure has been inspected by Mason County Building Department and the following VIOLATION of County Laws and Ordinances has been found: Items listed below must be corrected to gain code compliance ( -M tG.. D c;�L 1 ''�G, �1 -�i �c c)��15 /S �� / 4.S QCJ— LA /71':� le-Joe 4")�- I #'I '3 l'�1, c, �-��C1' i 11 l i nC_ i S f'GG e-� s /G 'A! You are hereby notified that the above corrections shall be made BEFORE PROCEEDING WITH ANY FURTHER WORK 12�all for re-inspection when corrections are made before continuing ❑ Make corrections, items will be checked on next inspection ❑ OK to Department `ate q - , / Inspector �c.J ■ 40 0 No OT Mo OV TH !, T' ,* w IWDECEOVELBt MASON COUNTY Permit No. AUG 5 1994 BUILDING PERMIT APPLICATION , 0\ � . Cedar/P.O. Box 186, Shelton, WA 98584 427-9670/1-800-562-5628 PLE,a�LS�kIJflALSERV1�� `� ' 1 �t y1ei- 0 -T4(! K c'ot #1 Owner E2T5 �ayD►J C.=,— Phone# aQ t-y©c- (6�4-1&'95 k�llti Site Address F- -z>\"s,+ Fire District# City L AL St Zip Directions to Job Site — 0 V L-:t> Owner Mailing Address E-Q- _ City .'E - t ZC7 t�c.� St - Zip Lien/Title Holder Address Clty St Zip #2 Contractor Name t� e-' Contractor Reg# on'-� Address Lk3 S o Expiration Date / 3 City7ocT St t' Zip<i 611Phone# _�� a j 2- LA7 —O-rf #3 If septic is located on project site, include records. D` ' o f2- 1C�\\�D Connect to Septic?\/ Public Water Supply Well Connect to Sewer System? Name of System 1A\*--Iz— LA c.. (If residential, proof of potable water is required) #4 Parcel Nolo-k3D9 - 4`} -q cn5Q \ Legal Description 7-9. S tS V SE- S F— #5 Building Square Footage: (existing/proposed) 1st FI 1 2nd FI / 3rd FI / Loft / Basement / Deck / #bedrooms / #bathrooms / Garage / Carport / (Circle:Attached or Detached?) Other sq.ft. / #6 Use of buildin l Describe wor��- �AA Q P-� S C & v #7 Type of Job: New Add Alt Repair Other #8 MOBILE/MANUFACTURED HOMjr INFORMATION Model Year IT 5 make S 1 e Model Length_Width_Serial No. 1) #Bedrooms_ #Bathrooms_Type of Heat ��CL� f �c� �l `c�L Purchase Price$ 501'OM #9 Indicate by circling the applicable source if any water is on or adjacent to subject property: River Pond eek Strom .,Wetland Lake Marsh Saltwater Seasonal Runoff Other Show following on the site plan Lot Dimensions Flood Zones Existing Structures Fences Structure Setbacks Driveways Water Lines Shorelines Drainage Plan Topography Septic Systems Wells Proposed Improvements Easements Name of Flanking Street Indicate Directional by (N, S, E, W) Name of Fronting Street in relation to plot plan APPLICANT TO DRAW SITE PLAN BELOW + o5h d !A 7 -o- : — � `'acY►a�la — APPLICANT TO DRAW TOPOGRAPHY PROFILE BELOW oS C Plumbing_Fixtures ($3 each) Fee Mechanical Fixtures ($6 each) No. Toilets CIRCLE FUEL TYPE: Gas, Electric, _Bath Basins Heatpump, Other Bath Tubs No.. Units Fees Showers Furn BTU Hot Water Htr Heatpumps _Laundry Washer Vent Systems _Sinks Spot Vent Fans _Floor Drains No. Boilers/Compressors Laundry Basins HP Dishwasher No. Air Handling Units _Disposal cfm# Urinals No. Fire Protection Systems Other _ Auto. Fire Alarm Sys 50�00 Fixed Fire Supp. Sys 50.00 Permit Basic Fee 15.00 _ Auto Fire Sprink Sys 25.00 TOTAL PLUMBING $ No. Other Gas Outlets Wood, Gas, Pellet Stove NOTICE: THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COM- MENCED WITHIN 180 DAYS OR IF CONSTRUCTION OR Permit Basic Fee 15.00 WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COM- TOTAL MECHANICAL $ MENCED. PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. OWNERS AFFIDAVIT CONTRACTORS AFFIDAVIT I CERTIFY THAT I AM EXEMPT FROM THE REQUIRE- I CERTIFY THAT I AM A CURRENTLY REGISTERED MENTS OF THE CONTRACTORS REGISTRATION LAW CONTRACTOR IN THE STATE OF WASHINGTON AND I RCW 18.27, AND AM AWARE OF THE MASON COUNTY AM AWARE OF THE ORDINANCE REQUIREMENTS REGU- ORDINANCE REQUIREMENTS FOR WHICH THIS PER- LATING THE WORK FOR WHICH THE PERMIT IS ISSUED MIT IS ISSUED AND THAT ALL WORK DONE WILL BE IN AND ALL WORK DONE WILL BE IN CONFORMANCE CONFORMANCE THEREWITH.NO CHANGES SHALL BE THEREWITH. NO CHANGES SHALL BE MADE WITHOUT MADE WITHOUT FIRST OBTAINING APPROVAL FROM FIRST OBTAINING PPROV L ROM THE BUILDING THE BUILDING DEPARTMENT. DEPARTMENT. X OWNER X BY DATE DATE C- FOR OFFICIAL USE ONLY: Accepted by: Date: DEPARTMENTAL REVIEW FOR OFFICE USE ONLY Approved Cond. Hold Approval Planning: Environmental Health: Building Plan Review ►w r- jpecS pof7 6L70 yintf Lj"lbfi.I C w Occupancy Group: lZ 3 Type of Const: S 4 Fire Marshal: Other: Special Conditions: FEES Building Permit Plan Check Plumbing Fee Mechanical Fee Wood/Gas/Pellet Stove Radon Monitor Violation Fee Site Inspection Building State Fee Other Other Building Valuation: TOTAL FEE jo a K. rAWCt-rr _.y:.�`�M�_ 3 :\ _ �� t %L 1. • 1 lTA"� !T ) sow roc ' Jr,.`�+ �' h f. - W• 1 Q C 2• : Rat • J?O/ %W Calk !IPAI-e • ^ I Yy.M� , -.,* —�� _ 9 - '_- i �• : t- �C.'!at u mcALV%va *t. u�stt0 �; I 1s u'a'o�o'i :ism. `. .Rcv.ssa• oaw.oAty 11-9 AS 11rOKtf+10 +-+ oaf afc AW. 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Y .�i�i'��y�� L' �•: •• r>-�ti M �Isi��s'++A�+t:_- � �'r.�•-�. ��' !•/a -''• y .fit � j�r4.�-w�i-• 1•���t.'.c"S��~~+r -- �"J't.-. {,� :��'s- w -�' �;� £n..�' - I��t '•T ��y 1/�-^•fir �'V� w>J l.'' _ � .•�+•�'w-+a=.�,^ .>t. � .. � "► +� 'ASS�' i �'�: `i j y'� 1���___.tea ."�J _ Y�-+^+-r. �� ��t.` C•J � �jY.••� � _ �'!.'.�•..--1•-3�'� .. - Q w 0 ui �/7 • IITI� r� 'A . o 5 � Ex isr, er- S.Ka �XI�TNT 1 � p W + ��1 uJ ( V V y 28 SERIES BROOKSTONE • n, wA9uplr - f llF 1EN pIl w,� _— SIACt ���� I I I I BEDROOM UTILITY KITCHEN DINING ROOM No. 2 10'B` 12' C) I _ (5) B Y CATKORAI Ww-001 A (� MASTER BEDROOM LIVING ROOM No. 1 :2''8- BEDROOM 13'-4' No. 3 12' orl' 9610CT/4828 3BEDROOM - 28ATHS - CATHEDRAL THRU-OUT R296 SO.FT.) yJ .I � c o L X 0 0 d C a 3-1 Ul T`C_� C t 0 T Ceiiing insulation indoor :;r 4`,:aiir: Locse-=ill or bate;rsuiaticn R-33 -o R-3. nc,T:ra:• helps keep ^eat inside:n the win Keec .^•e3t put '. :7:cec:`c -e___.a 'c 'CV'Cc in :re summer. Air Leakage Control 1 i;gc-t .vircc NS _r.c ccr g-e_t v re-:;ce excess f3;.s. n _,.. Windows CCubie-glazes (Z Duc -- ► /+; windows with wood ` i`' t �� or vinvi frames have a Insulation i low-e coating ant are Cuc;.vork ;s well 1 ��' Wiled`.v`tn ar, ne^. :23itr drd IRsaidle^.. ^eat!css. N. �� r� I (IV,::� ��`., Insulated Doors � Er:e^or cccrs^aver id car„.• Floor lns:.laiion ._ - - ,/ '���j insuidtec cares. �,c;--: doors si_o Homes with crw{ spaces \ - � may::e used. under are insulated up to R-33 C-Wall insulation under the accr. Full-wall insulation and sheathing materials. :otaiirg C !Moisture Control R-?9:o R-??.combine-o Varor-retarding around d Efficient reuce neat loss arc insuiate covers and vents in attic Space Heating Systems the home from outside noise. and crawl spaces he!p Optional zonal !:eating systems allow you to prevent moisture build up. heat only those rooms that require it rtV lJ- /r ir=_ Note: I he indicate-d ?nsuiation values represent the reference path for:he latest ere. y-effiicient-eatures or the ��y ► Manufac:urec Housing Acquisition program (NiAP),which is an extension of the Super Good Cents program. Y&nT.AC"2=H030 The ,Most for Your Money Suoer Good Cents homes are certified to meet a And while ail houses "breathe."a Super high standard of energy efficiency. Extra insulation— Qcd Cents home breathes only when and When it comes to choosing a new electri- cally heated manufactured home,energy conser- in the floor, in the ceiling, and in the walls—helps where you want.A ventilation system vation measures give you the most for your reduce heating and cooling bills. High-performance exhausts stale air and odors.while fresh air money. In a Super Good Cents home, these windows hold heat in during the winter and out circulates evenly throughout your whole measures can save up to half of your heating and during the summer,while you hold on to more of house. Holes are caulked and sealed wher- your money all year long, ever plumbing and wiring are installed.-and coding cols. around all windows and doors. SET-UP PROCEDURES Continued -LEVELING AND BLOCKING, DOUBLE-INIDE: HOMES With the exception of the requirement for support under line and (3) special requirements for local jurisdictions. It the marriage wall of double-wide units, leveling and block- may be desirable to construct the footings and piers (to ing procedures are the same as for single-wide units. The grade height)prior to moving the home to its final location. site must be prepared as previously described.Special con- Pre-construction of the footings and piers to grade may be sideration must be given to the footings and pier construc- accomplished by referring to the pier location diagram, tion required by (1) local soil conditions, (2) depth of frost Figure 5-4, making special note of the additional piers re- quired at centerline beam supports. If there are questions PIERS AT CENTERLINE WITHIN 2' regarding pier locations, please contact the division for aid. Piers located at the centerline may carry much higher loads OF FRONT & REAR WALL (SEE TABLE 3) than other pier locations. - /A PROPER BLOCKING OF THE CENTERLINE BEAM IS T T r , 2 -o" MA.x. VITAL TO THE PERFORMANCE OF A DOUBLE-WIPE HOME-------- II FIG. 5-4 I I r r J J L J L VARIES m / Z L 1� s"ems :2r r , ` , L LJ J I-- ' PIER AT Z COLUMN-IF J I'BEAM I APPLICABLE / I I I (SEE DETAIL) QJ C • r r , r{-1 L J ` J PIERS AT EACH END HALL WALL Z I (SEE DETAIL) PER TABLE 3 RIM JOIST '�J �'7 C�, AT MARRIAGE LINE MAX. PIER , I I WHERE AVAILABLE PIERS I I I SPACING AS DO NOT HAVE THE CAPACITY SELECTED REQUIRED BY TABLE 3 FOR CONCENTRATED LOADS FROM TABLE 2 .2 OR MORE PIERS MAY BE USED. r � .�, r I[ THE SUM OF PIER CAPACITIES C1J L�J L j � FOOTINGS AND PIERS SHOWN AT EACH SUPPORT POINT FOR ILLUSTRATIVE PURPOSES SHALL BE AT LEAST EQUAL ONLY-ANY APPROVED SYSTEM TO THE LOADS SPECIFIED ' 1 1 MAY BE USED. IN TABLE 3. MARRIAGE WALL *DIMENSIONS VARY. IF PRE CONSTRUCTION OF FOOTINGS IS DESIRED, CONTACT THE SKYLINE UPLIFT CONNEC DIVISION WHICH WHICH MANUFACTURED THE UNIT FOR CAPACITY IS 1242N EA APPLICABLE DIMENSIONS. TO BE RESISTED BY ANCHORING EQUIP RIM JOIST �_SUPPOR T PIER LOCATION INDICATOR AE TAL \ , CABLE THIMBLE_- ------ INSERTED INCONNEC- 4i'CABI � CABLE 6 THIMBLE SYSTEM STRAPJ TOR HOLE CLAMPS SHOWN FOR ILLUSTRATION ONLY-ANY APPROVED OR FLOOR JOIST GALV.STEEL CABLE METHOD MAY BE USEO %,"DIA.`7 x 7)OR MARKED WITH PAINT TENSION I CABLE PER 10 BENEATH HOME OR PAPER TIE DOWN INSTRUCTIONS FIG. 5-3 TAG INDICATING PIER (MINUTE MAN CENTER LINE LOCATION. KIT NI OR EQUAL) FIG. 5-5 16 FOUNDATION AND SUPPORT REQUIREMENTS (Continued) TABLE 2 PIER LOADINGUNDER MAIN I•BEAMS DOUBLEAVIDE HOMES 20' WIDE: HOMES 24' WIDE HOMES 26' & 28' WIDE HOMES Pier Pier Load Pier Load Pier Load [20 er Load Pier Load Pier Load Pier Load Pier Load Pier Load Spacing (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) Under Main 20 PSF 30 PSF 40 PSF PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF I-Beams Roof Roof Roof Roof Roof Roof Roof Roof Roof (Ft) Zone Zone Zone Zone Zone Zone Zone Zone Zone 4 1810 2060 2170 2100 2390 2560 2360 2680 2940 5 2270 2580 2710 2630 2980 3190 2950 3350 3670 6 2720 3100 3260 3150 3580 3830 3540 4020 4410 7 3170 3610 3800 3680 4180 4470, 4130 4690 5140 t 8 3630 4130 4340 4200 4770 5110 4720 5360 5880 9 4080 4640 4880 4730 _ 5370 5750 5310 6030 6610 10 4540 5160 5420 5250 5970 6380 5900 6700 7340 Wt. Per Foot 454 516 542 525 597 638 590 670 734 4- See Note 5 E NOTES: µ 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''. Afl 8101, A. I < CERT rf 09703 = CX-_ ^vo'. STATE OF Pier A Flier B Pier C .NDIANP'VN The average spacing for pier 13 would be (6 + 8) / 2 = 7 ft., therefore, �.X Oh At pier B would be designed for 7 ft. - p g 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 1-beam is carrying. Multiply this number by the span a pier is carrying to determine the required capacity of that pier. r; r. �! I r 11 FOUNDATION AND SUPPORT REQUIREMENTS (Continued) TABLE 3 PIER LOADING UNDER CENTERLINE BEAM DOUBLEVICIE HOMES 20' WIDE HOMES 24' VVIDE HOMES :!6' & 28' WIDE HOMES Span Pier Load Pier Load Pier Load Pier Load Flier Load Pier Load Pier Load Pier Load Pier Load Between (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) (Lbs) Columns 20 PSF 30 PSF 40 PSF 20 PSF 30 PSF 40 PSF 20 13SF 30 PSF 40 PSF (Ft.) Roof Roof Roof Roof Roof Roof Roof Roof Roof See Note 1 Zone Zone Zone Zone Zone Zone Zone Zone Zone 6 900 1200 1500 1080 1440 1800 1260 1680 2100 10 1500 2000 2500 1800 2400 3000 2100 2800 3500 ' 12 1800 2400 3000 2160 2880 3600 2520 3360 4200 14 2100 2800 3500 2520 3360 4320 2940 3920 4900 16 2400 3200 4000 2880 3840 _4800 3360 4480 5600 18 2700 3600 4500 3240 4320 5400 3780 5040 6300 20 1 3000 4000 5000 3600 1 4800 6000 4200 5600 7000 24 1 3600 4800 6000 4320 5760 7200 5040 6720 8400 NOTES: 1. Where a column is located between two openings, Burn the loads for each opening to obtain the required pier load. 2. See Table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. 3. The concentrated loads consists 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 is permissible (See Figure 5-4). ,•� pER TAM �, 'P No. Fo •� 60900419 �'• STATE OF 'Q J N 1 6-r,19-9a p 12 SIDE VVALL BLOCKlN 'G AT OPENINGS - THAT EXCEED FOUR - FT EvX AM* P L C . RECESSED ENTRYL Li � FOU R BLOCKS Rec� � WINIDOWOR-Doo R C- Two BLOCKS PfEN CAPACITY 125 LBS PEF\ ' UN , . FT )FOPCN [ NG r ✓ :cf r O:Dt; a r(. IV , �yi^�7 f'rC��a�j� / � � - � �eo7 •,r;'- ����'►7[ i �7va!�r p.•no+i i~ .�i:'�r 3rv��3v�3�.7v� •�'L4� � .a� - - - �`'�� f�'L' � {. %"Ii. �.V-1 41 Sjr"7w;y�r,�� f I p'>oops n.sK3i � - � si�s� eoo� _i3w it : 3iJb?I✓ }�+ 'Sv� � Q0L4 ��y1s r r ✓Q � ij p1r3/ l+17Y��.Oixo1 t'7� LL//F 0:t d3Y 1 -?xZ -!Dry xv�_7�t i i I � I s+•s r= •SST,'c� n x 7+ I { � 'Jr��•LS,y3 1 arc�fl S2 k�40 v,-- t P-k� !- —oQCI�.Ltrs`� IGi��; —�71 3 '0 s 1 cc> o C r