Loading...
HomeMy WebLinkAbout1127 Hazel Street Address: 1127 Hazel Street PREPARED 7/18/14, 13:23:59 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 7/18/14 ---------------—---------—-------------------------------------—--------------------------- ADDRESS . : 1127 HAZEL ST SUBDIV: CONTRACTOR : - PHONE OWNER LINDLEY, J VINCENT PHONE PARCEL 06-30-08-5-8-0850-0000- APPL NUMBER: 13-00000146 RES MANUFACTURED HOME ------------------------------------------------------------------------------------------------ PERMIT: BLM 00 BL MANUFACTURED HONE REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS --——---------------------------------------------------------------------------—----------—- BL1 01 6/28/13 JLL BLDG FOUNDATION FOOTING 6/28/13 AP June 28, 2013 9:29:36 AM jlierly. AM request/jll June 28, 2013 2:24:04 PM jlierly. BLBT 01 4/04/14 JLL BLDG MFG HOME BLOCK/TIEDOWNS 4/07/14 AP April 4, 2014 11:03:51 AM pbarthol. Vince April 7, 2014 10:10:42 AM jlierly. BL99 01 7/18/14BLDG FINAL i -- July-18, 2014 10:26:03 AM pbarthol. ------------------------ Vince 670-3272 ------------------------------------------ PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ---------------------------------------------—-------------------—-------- PL6 01 11/05/13 JLL PLUMBING WATER SUPPLY 11/05/13 AP November 5, 2013 9:31:10 AM pbarthol. vince 775-0119 November 5, 2013 4:47:12 PM jlierly. PL99 01 7/18/14 LL PLUMBING FINAL July 18, 2014 10:25:41 AM pbarthol. Vince 670-3272 ------------------------ ------------ COMMENTS AND NOTES ------------------------- %� CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION `V 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 13-00000146 Date 6/10/13 V Application pin number . . . 253634 W Property Address . . . . . . 1127 HAZEL ST t ASSESSOR PARCEL NUMBER: 06-30-08-5-8-0850-0000- Application type description RES MANUFACTURED HOME REPORT SALES TAX Subdivision Name . . . . . . on your state excise tax form Property Use . . . . . . . . Property Zoning . . . . . . . UNKNOWN to the City of Port Angeles Application valuation 15000 (Location Code 0502) Application desc mfg home ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ LINDLEY, J VINCENT OWNER 4.11 E LOPEZ AVE PORT ANGELES WA 98362 ---------------------------------------------------------------------------- Permit . . . . . . BL MANUFACTURED HOME Additional desc . . 1990 MFG HOME Permit Fee . . . . 230.00 Plan Check Fee .00 Issue Date . . . . 6/10/13 Valuation . . . . 15000 Expiration Date 12/07/13 Qty Unit Charge Per Extension BASE FEE 230.00 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . Permit Fee . . . . 57.00 Plan Check Fee .00 Issue Date . . . . 6/10/13 Valuation . . . . 0 Expiration Date . . 12/07/13 Qty Unit Charge Per Extension BASE FEE 50.00 1.00 7.0000 EA PL-WATER LINE 7.00 .00 15.0000 EA PL-SEWER LINE .00 ---------------------------------------------------------------------------- Special Notes and Comments February 22, 2013 8:21:08 AM rbecker. If you are installing a fire or a lawn sprinkler system. Contact Ron Becker at 360-417-4886,fax:360-452-4972, or e-mail:rbecker@cityofpa.us Address numbers shall be plainly visible from the street. Address numbers shall be a minimum of six inches high and be of contrasting color from the background. v February 25, 2013 12:37:32 PM sroberds. \ Lot area will increase with final of street vacation STV 13-01. Setbacks and lot coverage will be as permitted with final of street vacation so no land .use issues are anticipated. Electrical load calculations and electrical permits are Separate Permits are required forelectrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or thorized A t Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD - PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS Building Inspections. 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceilin Drywall Interior Braced Panel Only)_ T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pump/Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical . 417-4735 Construction-R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit i K�1 .` CITY OF PORT ANGELES �'►.i DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 13-00000146 Date 6/10/13 Application pin number . . . 253634 ----------------------------------------------------------------- Special Notes and Comments REPORT SALES TAX required. on your State excise tax form Sanitary sewer connection inspection is required by to the Cit of Port Angeles Public Works prior to back fill of ditch. 24 hour advance y notice is required. Public Works Inspection request line (Location Code 0502) 417-4831 Other Fees . . . . . . . . . SEWER SYSTEM DELV CHARGE 2260.00 PW WATER SYSTEM USE FEE 2260.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 287.00 287.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 4520.00 4520.00 .00 .00 Grand Total 4807.00 4807.00 .00 .00 Separate Permits are required forelectrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit •J BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line Meter to Bldg) Gas Line i Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only)_ T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit THEE CITY CSF LESFor City Use .. l :2 W A S H I N G T 0 N , U . S . - Permit# Date Received: 321 East 51 Street -' Port Angeles, WA 98362 Date Approvedaf"7) 2,7, -417-4817 F: 360-417-4711P: 360 --- permits@cityofpa.us R !S Building Permit .Appli.c ia��l/a Project Address: 7 ' Main Contact: — Phone # 3Gd - Y57- SgY 7 `v� C i,4 AC-1 E-Mail: Property Name G� Phone Owner Mailin Address Email City State Zip li Contractor Name Phone Mailing Address Email City State Zip Contractor License # Expiration: Project Value: Zoning: Tax Parcel # Lot# ' Type oe Residential Commercial ❑ Industrial ❑ Public ❑ ' Per Demolition ❑ Fire ❑ Repair ❑ Reroof(tear off/lay over) ❑ Ei 9 For the following, fill out both pages of permit application: >c �rG New Construction ❑ Rem del ❑ A ition El Tenant Im rovement ❑ /4� Techanical 13Plumbing Other [ p - Existing Fire Sprin er System? Maximum height of structure Proposed Bedrooms Proposed Bathrooms Yes ❑ No 3 Project -' Description J 44., F �" `�� C. O T� I have read and completed the application and know it to be true and correct.I am authorized to apply for this permit. I understand that it is my responsibility to determine what permits are required and to obtain permits prior to working on projects. I understand that the plan review fee is not refundable after plan review has occurred. I understand that I will forfeit the review fee if I cancel or withdraw the application before the permit is issued. I understand that if the permit is not issued within 180 days of receipt,the application will be considered abandoned and the fees forfeit. Date Print Name Signature Residential Structures For Office Use Area Description (SQ FT) Existing-.. Proposed $$value Basement First Floor a �406 Second Floor Covered Deck/Porch/Entry ' ' F Deck v k..' ,►q�E, Garage Carport Other(describe) < ^ Area Totals': 100 c Commercial Structures I For Office Use Area Descriptions (SQ FT) h Existing Proposed $$Value Existing Structure (s) ` Proposed Addition Tenant Improvement? Other work(describe) »° Area Totals Lot/Site Coverage Calculations Footprint(SQ FT) of all Structures: Lot Size:. %Lot Coverage SQ FT Site coverage (all impervious+ %Site Coverage structures) Mechanical Fixtures Indicate how many of each type of fixture to be installed or relocated as part of this project. Air Handler Size: # Haz/Non-Haz Piping #of Outlets: Appliance Vent -- #— --Heater(Suspends—Floor,Rec�­wa­Il)— Boiler/Compressor Size: :# Heating/Cooling appliance # repair/alteration . Evaporative Cooler(attached,not, # "Pellet Stove/Wood-burning/Gas - # portable) Fireplace Gas Stove Gas Cook Stove Misc. Fuel Gas Piping #of Outlets: Ventilation Fan,single duct # Furnace/Heat Pump/ Size: # Ventilation System # Forced Air.Unit 71 Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # Fuel gas piping #of Outlets: Water Heater # r Medical gas piping #of Outlets: Water Line # I Vent piping # Sewer Line N # Industrial waste pretreatment # interceptor a... Other(describe): r� T:\BUILDING\APPLICATION FORMS\BUILDING PERMIT 081Z1Z.D0CX Ttl,. r � i'�y "Rita• a C' � 5 V , l ;L `l a nw V. ILY 4, Pat Lull i y g' AAi w: is .. TABLE 11.PIER MATERIAL MINIMUM SPECIFICATIONS ,iil• I ::.c,- Li ir' • ° • Nominal dimensions of at least 8'x 8"x 16";confirming to ASTM designation C90,grade N i ? y> Nominal 2"thick hardwood boards or nominal 2"or 4"thick concrete blocks. 12sn;?gs Available in various sizes stamped with maximumloadcapacity and listed or labeled for the required ver- tical load capacity,and,where required by design,for the appropriate horizontal load capacity.Metal or j cast concrete piers, other manufactured piers must be provided with protection against weather deterioration and corrosion at least equivalent to that provided b a coating of zinc on steel of.30 oz per sq.ft of surface coated.Manu- €>a,: q P Y 9 , facturedler heights must be selected so that the adjustable risers do not extend more than 2 inches. ; fia P g f x W.,: Pressure treated •.. ji: I 1.4 . TABLE 12 PIER CONSTRUCTION '£ 'VPier locationHeight Configuration Maximum offset i F: Maximum Load(Ibs) •.to bottom Withour J ♦ l �'� ql' -F °v P +.F`4, Y ,�* kt ?c• �`x �' '! .t S y s l Zr •.x+ `� .d' ,rn I y. �w S�hgte staff bfi tcsth fon..........�;��tl.��n.tr` t f Between 36 in and 67 in Double interlocked blocks 1 11,520 lbs 15,360 r: QVI Y 7rn t a ..:.upajE1t0h4 , r +i Double,iriteriocked,rein- .Between 68 in and 108 m- 1" NA 39,500 forced blocks 4. Y r :tkyti 5{: '31rxr kh aR!+ '. cpy�� �Us51fhP{111 'yx^l sur �y :. ...'Lf7,.;C �t�' {.'"«.•�':n�> 4F 1; Single< ` Single stack blocks with long 54 in or less" side perpendicular to the :4' 5,760 7,680 ;`•; ,r marriage line ; Single stack piers may be constructed up to 54'max.height only when installed as perimeter and marriage line support piers. Cross reference maximum allowable pier height with maximum allowable floor height listed in frame tiedown charts.If `w maximum height listed in frame tiedown charts is exceeded then designs must be provided by a registered professional en- ' 1 gineer or registered architect. '. Maximum horizontal offset of'r4°allowed for pier heights up to 36"and a 1"offset allowed for pier heights between 36'and a 67". I i 1. Prepare footing surface.Make sure the footing surface upon which the pier sits is flat and smooth. Before placing the pier on the footing,clean dirt, rocks or other material off the surface of the footing. If the footing surface is uneven, create a level,flat surface by placing a treated board on the footing and mor- 't taring on the first block(or manufactured pier base),or by placing the first i <: block(or manufactured pier base)on a layer of premix dry sand mortar. ttiI I I I Ill;// j 2. Stack blocks.Stack concrete blocks with their hollow cells aligned vertically. ��� VIN When piers are constructed of blocks stacked side-by-side,orient each layer .• '•Ep �� I at right angles to the previous one(Figure 16)and plan blocks so that split caps will be perpendicular to the blocks they rest on and perpendicular to the I main I-beam. +e► c. ��'. r , AG E :1 fv ••'x•00 09'••• \�` i t I OF 41 a ,l ,+'Iy Install Stabilizing ystems 1 TABLE 2.5.ANCHOR SYSTEM.MAT I ERIALS SPECIFICATIONS .. iSpecification( jar( .( - mmt- �` "GY} it yr t�1s�r } h � Po��111g11+9} )rf0il Jt � I�t. mq gm > f� 5 cJNa�dfhxlesrgnerca �use,� an pAnchors 1 >�.pr I �T t( `F ..iecborl a amsrieatpe e o ' ra. rr and cQroon at{#easQE�tva1e�oatroviSld baa c )in9' „ttftncon steel ofnot Iessara,Tf3tl-oz per ssl ft of surface coated _ Straps must be minimum 1-1/4 x 0.035"zinc-coated(0.30 oz per sq ft)steel strapping conforming to ASTM D3953-97,Type 1,Grade 1,Finish B with a minimum allowable working load capacity of 3,150 lbs i and a minimum ultimate load of 4,725 lbs.Slit or cut edges of zinc-coated strapping do not need to be zinc coated. g� _ I STEP 4. INSTALL ANCHORS Before beginning anchor installation,check for obstructions under the home such as ' piers and frame members that may interfere with the tie down strapping.Check with utility companies to determine the location of underground utilities,such as electrical i and phone lines,and water,sewer and gas pipes,that may be buried in potential anc- hor locations.Also check for homeowner-installed wires and pipes,such as those con- Grading area netting exterior lighting or sheds to the home.These must also be avoided. around anchors.Anchor �:. heads should not rest in FRAME ANCHORS sunken spots.Grade the i Frame anchors can be installed in two ways,in-line and against a stabilizer plate.The ground so that water does two methods are discussed below: not collect around anchor heads,but runs away from 1` In-Line Configuration the anchor and out from un - The in-line configuration(Figure 55)for homes can be used in Wind Zone I only.Typi- der the home.Do not bury cally,in-line anchors are used under high homes where the anchors can be installed anchor heads. i from under the home after the home is set.In-line anchors can also be installed before the home is set,however precisely aligning the anchor with the home both vertically _ and horizontally is difficult. Using swivel connectors for the'strap to beam connection . can provide some horizontal flexibility. To install in-line frame anchors,drive the anchor into the ground at an angle and loca- tion such that a straight line can be drawn from the tip of the anchor through the anchor head and to the connection point on the I-beam(Figure 55). i Figure 55.In-line anchor con- figuration ; Beam Frame Figure 56. Stabilizer plate Frame Beam Beam •i.>� Tledo Tied— configuration Strait ier strap Pier I ; i Ground GroutW Aadhor Mdh - ArAhm stabimr Plate �i Anchor alignment Properly aligning the anchor is critical to performance. I -- Stabilizer Plate Configuration Ry Stabilizer plate configurations(Figure 57)are suitable for homes in all wind zones. I X. 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. 1--- __...---- -----._._._._...-------'- --- - ---------- - - -- -- -- '3 89 -:1 �i Set the .. ii.•' SHDA SPACER CAP S�.�.:.: MAIN W-BAM ..1aJJj . MEN oopjj a SPACER D g "„� VIDIITCALREBAR GP S, R TO E00?INO.CONCRETE I�r BLOCK CONCRETE POOTWO BffiAW FROST LINK REINFORCED WITH t TYPICAL WAY.R�RRA� M•DIAMETER OF BEND 51{n:..L POOTIM IBI3•AS l/EASVABp FROM VMDEOF REINFORCING BARS WTM A 61 LONG MIN.L1:0. SINGLE STACK,I= DOUBLE STACL PM 170P[B STALL PIER REINFORCED DOUBLE STALL PIER Figure 3. Cap piers.Place a cap on hollow block piers to evenly distribute the structural struction.6.Frame pier con- j load. Use caps the same length and width as the piers they rest upon.When using split caps on double-stacked block piers,install the caps with the long dimension perpendicular to the joint in the blocks below and perpendicular to the main I-beam. i A 4. Install shims.Use shims to level the home and fill an curio i base of the I-beam and the top of the pier cap.Always use shims in pairs Where wet mortars used to ' (Figure 17). Drive them in tightly so they do not occupy more than one inch of construct or level piers, al- vertical space.When the space to be shimmed is greater than one inch and lowed it to cure to at least less than the minimum thickness of available caps or concrete blocks, use 80%of strength capacity hardwood dimensional lumber(two inches maximum thickness)or 4"thick (usually requiring 96 hours) l'. concrete block. For split caps, install shims and dimensional lumber/blocks before setting the home. over each individual cap.Two cap blocks may be used as the cap on double { block piers provided the joint between the cap blocks is perpendicular to the I" joint between the open cell concrete blocks and is also beam supported by the pier. Perpendicular to the I- (�i:; 1111//// `����� IN A,/ Figure 17.Correct shim •• QED i� placement 05. Shlm s°'m' AG p• r ' � w • � �5g Dimensions of ry masonry perimeter walls. • If using a masonry perimeter ����(�,••••• `���� enclosure,calculate pier �0 1 09�-:••� . .• �� heights so that the enclo- sure can be built using sta - t i i i l t. dard unit dimensions(with- 5. Set up level.Set up a water level with the fluid level at the desired height of out cutting). the main piers. Carefully lower the side of the section down onto the leveled piers,adjusting the final height with shims. •r _ yy 1 f i; ;��an �� Level the home.The home is Y 1 adequately leveled if there is I ,; p , � • � r ,�; ��,��,�'� no more than 114 inch differ- "' t ence between adjacent pier 4 �"�� supports(frame or perime- t WN ter)and the exterior doors ': " " �r ,� toss.. >•„�, and windows of the home do not bind and can be properly t;[ --"—"-" —-- --" —" 42 -----___..._. ................ 4 i` : �t _.__._.......... ---- i 6'.0"' 4'-0"' 12'-6 • 11'-0'• 121-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'_0" 12'0" 1;:z NA NA -0"r 6'-0" 11'-8"' 11' S' 4'-0 i 8'-4"' 12'-0" 12'-0" 12'-0" 7' 12'-0" M j t f... . i NA NA NA NA 6'0"' 6"' 4'-0"' 8'.4"' 8'-0"' 6'-8"' t NA NA NA NA 5'-0"' -8"' NA T-0 6'.8"' 5'-8"' 8'-8" s;c 11 5'-0"' NA 10'-9"r 9'-5"' 6'-4" 12'-0" 12'-0"' 12'-0" 12'-0" 12'-0" 12'-0" 3 ' NA NA 6',0"* S'4"r 10'-0"' 9'-4"* 7'0 12'-0" 12'0" 12'-0" 12'0" �•:,;. :4 I NA NA NA NA 5'-0"• 5'0"' NA T-4"' 7'-0"' 6'-0"' 8--8" • NA NA NA NA 4'-6"' 4'-6"` NA 6'-4"' 6'-4"* 5'-6"* 8'-0" i .. 3v> 4'4"• NA 9'-0"` 8'-0"' 7'-0" 12'-0" 12'-0"` 12'.0" 12'-0" 12'.0" 11'-8" NA NA 5'.4"- 4'-6" 8'-811' 8'-0 6'-0"' 11'-8" 11'-6" 10'-0" 12'-0" NA NA NA NA 4'8" 4'-4"' NA 6'-8°' 6'-4"' S'-4", T-B" :s NA NA NA NA 4'-0"' 4'-0" NA 5'-8"' S'-8 4'-8" 7'-4" NA NA 8'-0"' 7--0" 8'-0" 11'-0" 11'-4"' 11'-0" 11'-4" 12'-0" 9'-6" NA NA 4'•8"' 4'-0"' T-6"' 7'-0"' i- 5'-4" 10'-6" 10'-0" 8'-8" 12'-0" !:a ! NA NA NA NA 4.4 4'-0"' ! NA 6'-0"' 5'-8"' S'-0"` 7'-0" ' s NA NA NA NA NA NA NA 5'-0"' S'0"' 4'-6"' 6'8" ..4 • •• • • •• VIRIM r. 12'-0"r 12'-0"i 12'-0" 12'-0" 12'-0"• 12'-0" 12'-0" 12'-0" 12'-0" y,)s 12'-0"' 12'-0"' 12'_0"• 12'-0"' 12'-0"' 12'.0" 12'.0"' 12'-0" 12'-0"' 9'-4"* 9'-6"' 9'0"' 9'-6"' 9'-81''* 91-011• 9..6"' 9'-0", 9'.4"' :s 9'0 9'.6"' 9'0... 9'-4"' 9.-8". 9'-0... 9._4... 9.0... 9'4"• x� 12'-0"' 12'-0"' 12'-0" 12'-0"' 12'0"' 12'.0" 12'-0" 12'.0" 12'_0" 12'-0"' 12'-0"' 12'-0"' 12'-0"' 12'4"' 12'Z' 12'-0"* 12'-0" 12'-0"' 8'-6". 8'-6"' 9' :A51 t 7'6"' 8'-6"' 8'-6"' 8'•4"' 8-6 8'-0'* 8'4"' 81-011* 8'-0"' 12'-0"' 12'-0"' 12'-0" 12'-0"` 12'-0"" 12'.0"' 12'-0" 12'.0" 127 ; '.f 12'-0"' 12'•0"' 12'-0"' 12'-0'* 12'-0"' 12'-0"• 12'.0"' 12--0" 12'-0"' 7'•8"' T-0" 8'•8" 8'-4"' 7'-8"' 9'•4"' 9'-0"' 10'.0'.. 10'-0"' I :• 6'-8"' 6._0- 7._8... 7'4" 6'_8n. 8.-4n. 81-0.11 9,_4..' 91-011* i 12'-0"' 12'.0"' 12'-0" 12'-0"' 12'-0"' 12'-0"' 12'-0" 12'.0" 12'-0" 12'-0"' 12'.0"' 12'-0 12'.0"' 12'-0"' 12'-0"' 12'-0 12'-0" 12'-0"' I . 7.0.., 6._4., 7'-8'., 7._6... 7._0.., 8'-6"' 8'.4"' 9'4"' 9' 6'-0"' 5'-8"* 7'-0"' 6'-6"' 6'-4- _...-7 8"...._- 7.-4.., 6 PAIN ` � •• QED •• �, � :� X AGI 1►. E 00 0 ( _ --------- ------ -._................-.............._.._- -------- . ___ _ -- --- ._ _ ....._ - 77 - Af I i; Inst all Footings . i TYPICAL Figure 12.Perimeter sup- FLOOR JOIST F ports EXTERIOR 1 'y I: WALL Z I I���i' WOOD WEDGES 1' CAP BLOCK PRESSURE TREATED OR HARDWOOD 4x4 OR TWO 2x4'a FLOOR RIM'//t IM ' NAILED TOGETHER ON EDGE. JOIST MUST SPAN A MINIMUM OF TWO FLOOR JOISTS. / 10' MAXIMUM % SETBACK FROM i. EDGE OF FLOOR i BLOCKS PARALLEL WITH EDGE OF FLOOR BLOCKS PARALLEL AND RECESSED BACK FROM EDGE OF FLOOR • If footings are rectangular, orient them so that the long side is perpendicular to the.home's I-beam. • Place the bottom of footings on undisturbed soil or fill compacted to at least 90%of its maximum relative density. Excavation.If In freezing climates protect footings from the effects of frost heave in accor- excavation is required, mark dance with any LAHJ requirements(see Prepare the Site,p. 15).Place the the footing locations on the bottom of the footings below the frost line(insulated foundations and monolith- ground with stakes before i is slabs or other frost protection options are acceptable,but not covered in this beginning to dig. manual). j: • Make sure the top surface of the footing is level,flat and smooth. is In accordance with the American Concrete Institute publication ACI-308, main- tain curing measures before construction or installation onto the concrete foot- It: 1 . ing begins. 1 air sj i \\1111t1111/��� MIN i •' �E© '• /moi e ' •� 'rte r Ar. ti h rye• �•:' '/,'���f l r�f f 111 t 4`.tl��\`\\ � . 34 �'IF i.U, Install Footings . Install Footings This chapter provides instructions for the design and construction of individual footings that transfer the load from a single pier to the ground.A footing and pier together(disc cussed in Set the Home)is referred to as a'support'.A footing may also be designed to carry the load of multiple piers(often called"strip'footings).The design of strip footings is not covered in ' this manual. However,strip footings are acceptable if designed by a registered engineer or registered architect.The foun- dation systems described in this manual have not been designed for flood resistance. ,1 EE:kit oiNT'LOA UPP. FiT (p 2a� £ 4 f SEPf2>flEStGN FRAME SUPPORtS(Homes 1(Vth(iut Pont}tetei E3(Qck)ng)(p S EA�3.t3E51 N ttAyJEPYkN PEQiMETER S[�A.,Ad S an sR. rvl � I�el`i' e orf - 4Lp � °k`�b' §�"`T ,� "kms *� 4s�,t I � S` E�t43$is`L1:�v'�; CJ�SrIN��sI�tATERIAktpAi 3Qf � �s�� HIM Jaz I to s f� t r o rr } ,S fErr`SIZE r �� rr c �� if -*SSEP�$ I1St?aL .>=AOTINGS(p 33) tills cam; T KAY STEP 1. DESIGN POINT LOAD SUPPORTS All homes will need supports,and therefore footings, under the frame,marriage line(for multi-section homes),exterior wall openings and other heavy point loads. ,e All pier locations required at the mating line,perimeter and any special pier support lova- High roof loads.For roof tions,as required by these instructions,will be identified from the factory by a pier tag,la- loads of 40 psf or greater, bel,paint,or other means and must be visible after the home is installed.The pier de- a registered engineer or signs,support loads,and footing construction shall be as indicated in the appropriate dia- registered architect must grams,tables,and instructions herein.Where perimeter piers are required along the exte- determine the maximum rior wall,alternate pier spacing may be used in lieu of the factory identified locations pro- marriage wall opening vided the instructions of this manual are satisfied in terms of allowable spacing,pier de- permitted without pier or sign,and footing size- other supports. PLEASE NOTE:Clayton Homes,Inc.will not be responsible for damaged or removed pier tags.It is the responsibility of the installer to ensure that all piers are properly positioned in accordance with the tables&diagrams contained in these installation instructions. Create a sketch of the home that includes the exterior walls,the frame 1-beams and the marriage line(s),if a multi-section home.The sketch will be used in this chapter to locate each support,and note the size of the corresponding footing.Figure 6 is an example of such a completed support plan. Perimeter Blocking Piers. Door Piers. Figure 6.Typical point-load if Required) 1—Beam Frame support locations Members Marriage Yrall Piers 8 E3 9 E3 E3 Frame Piers. Porch I—Beam Frame Perimeter I—Beam Frame Porch Post Piers. Blocking Piers- Members (If Required) Door Piers. �, 20 �. 1 .cf Will fobtings •' • •• to STEP 5 SIZE FOOTING, NO,see footing • •• to the Home • • � - k STEP 5. SIZE FOOTINGS Once the load on the footing and the soil bearing capacity are known,calculate the size i of each footing as follows: ` 1. From Table 9 determine if the pier is to be of single stack blocks 8 inch x16 Vit`• I inch)or double stack blocks(16 inch x 16 inch). l 2. Locate the group of columns in Table 10 with the soil bearing capacity 4deter-mined in Prepare the Site,STEP 5.DETERMINE SOIL BEARING CAPACITY r AND FROST LINE(p. 17). Use the next lowest value if the exact value does a not appear. a tf + 3. Find the row corresponding to the pier capacity required by Tables 5,6 or 7. Then,read across the table to determine the minimum required footing area for I the corresponding Pier capacity and soil bearing capacity. 4. The required footing size and pier capacity may be changed by selecting differ- ent support spacing. TABLE 9.PIER CONFIGURATIONMaximum load(Ibs) Configuration Height :f Mortaruration Without With • i ^ rSingle C� '; uble t o 67"Max. Double,interlocked blocks 11,520 15,360Stack ' rj Triple Stack N •• I • 106'Max." Double,interlocked blocks NA 39,500v 'Single stack piers may be constructed up to 54"max. height only when installed as pe- rimeter and marriage line support piers. "Cross reference maximum allowable pier height with maximum floor height listed in frame tiedown charts. If maximum height listed in frame tiedown charts is exceeded then designs must be provided by a registered professional engineer or registered architect. , I i - ! V IN •. �EpZI �• rt Ac p I V ; 4 I • \ �. /tom _ (�-.• \ I i ••RV1 I��•% \\ o... off.•• --- -- - 31 ;�ya PCE Vi t 165646029P.02 . MAR-1?-2�i10 86=58 � � i/ , � 61E6i�8= Al PGM Inc DO'". S GENE�1;LNt)TES r pj ti i DEMMLOAM "C')CAC T W 0 d COIMPL1E8VM ylRpp 1�pSF.(T01APH ' Zan,mc a MON -C Q• ��� , •SOIL BEARING— IOMAV •'fIE.DCIM�I:�Ti'tAl'---�1�i1Y0R10NQ � 80$ft ZONE-------S=TU AND . OOd me 18541 TZ DOWN BTRAPB TO BE 1YMN.1 i!4'VIM 1.03a TN mna ZINC PLATED AND HEFT pans 0 Aslfm;oa 7 _ o rsrg •g/1RTN AUGERS am .(TESTED TO 47606 MIN) 'CROSS DRIVES 200'2 TO 47504 MIN.) CONK�tL'TE8t�18M{�J'131ZS--�19t0 UU►7ED) •.00inr�.#t 1. THE CHARTS 6HOW THE REQUIRED NU ER OF TIE DOYM.CN THE SOS AND ENDS OF THE MANUFACTURED HOME \ � 2 COMBINATIONS OFTHE DIFFERENT ES OF TIE D"S CAN SE USED. 3 FOR ALLTE DOWN INS'TALLATIM"R.: MANUFAC URED HOME CHASSIS MEMBERS ARE SHOWN AST BEAMS,(FOR ATION PURPOSE ONLY)CHASSIS W-03 4. SIDE TIE DOINNS ARE AwUiRED ALON THE OUTSIDE CHASBIS:SEAM&END TIE DOWNS ARE RBflUAW AT EAC14 END. F EACH TRANSPORTABk:E$E'CT•f0!►I.OFTHE MANUFACTURED HOME 5.END TIE DOWNS CAN BE LOCATED . 0V Ir OF EITHER SIDE OF CHASSIS BEAM C AXIS,'AND BOLT4u TOP CAN BE ATTR HEb wn'mN 18"TO W FROM t `OF . CHASSIS BEAM. f 1 8: THE 8tZE6.TY.ftlENOT14S,ECT,OF TERW:S SHOWN HEREON ARE MINIMUM, LARGEJ�LONGER.HEAVIER MATERIAL UPPUED BY SAC INDUSTRIES,WC.MAY BE USED AT THE:SAME.SPACINGAND L TION`SHONM. ` 7. ALL PARTS ARE COATED WITH RUST SISTANT INDUSTRIAL SHOP PRIMER. �r S. THIS TIE DOWN SYSTEM MEETS THE R UIR.EMENTS.OF SECTION 1336.3 SUB- SECTION(ol. PGM Inc 119 STATE,A PRO L ca g5°,,"'WH" iIll �z Azr \ CAS/." PACMCCNIKOW l I .` MRR i7-2810 SEa=59 PCE 916564129 P.BS CONCRETE TIE DOWN ANCHORS a o 14 r* sr �w si wm mmt o r g #7000 700 02 #soo '�' W/ #aoozsaas - #sooa coxcxl��e T�.nvwx # - INSTALLATION T1VSIRUCTTONS A] m NEtNCONChE7E- +A mmucrioN 1. FLACUCONCRUE ANCHOR INTO WET CONCRETE,AND ALLOW To PROP PtLycum 2 ALTERNATE CONNI=CTION REQUIRES AS REBAR PROPERLY EMBEDDEDt',''ONCIRETE CRETE-"= 1..CONCRETEMUST BEA MINIMUM Wit"THICK.AND IN GOOD CONDITION 2 IMIIMUM SLAB AREA OF EACH ANCHOR 6 28 SQUARE FEET. a DRILLPROPER SIZE fiOLE IN SLAB,A MINIMUM OF it FROM ANY SIDE. 4, EXPANBIQN;BMT'a 9r x.Ski Wr•FH MINIMUM 21Y♦"EMBEDMENT AND 0,180 POUNDS PULLOUT,7,160 POUNDS SHEAR. Se1�SIS CONNECTION . • � r .. . f. ATfACHSTRAPS'TQCHASSISBEAM IN hiANNERSHmM. 2 IF ANGLE OF Sibs$TRAP IS GREATER THAN OV,8Tfi'AP Co VECTION CAN BE MADE FRONANCHOR TO OPPOSITE CHASSIS BEAM. _��6� 3. INSERT STRAP THROUGH SPLIT BOLT.CUT OFF EXCESS STRAP AND TIs?wTEN SOLT UNm STRAP&4 SNUG. NOTE .SIDE TIE.DOWNB ARE REQUIRED ALONG THE.OUTSIDE CHASSIS S END TIE.DOWNS ARE iIEQUIRED AT EACH END OF EACH TRANSPORTABLE ECTlON OF THE MANUFACTURED HOME MMA COMBINATION OF DIFFERENT TYPES OFTIE DOWNS CAN BE USED. W PEW AMD ASAU AV7 ecu - McVay ONDOWN nC.1d>MAM DE�CH,Is� e�oeu+o ,e .�as,�erKwoREg oa�eaaee C�C)NTRA�ORSGEBT�CATiON I CERTIFY THAT I HAVE INSTALLED THE SV IND.INC.ANC"ORING SYSTEM A8 P THE INSTALLATION STRUCTURE. S.I HAVE MADE NO MOOtFICRT X18 To THE ANCHORING gYg�M THE HUN.Dm. C�AW NAMF- CQNTRAGTORS LIC TOTAL P.05 ' I d eG0=60 of LT .Jew ✓``,`I ,.a r/,J O.'r' ""e' ,�,*g< 'x tx' "+" r " .:PY "', �a .. ,!'. *y;'�^ +� -, p :s �x t.q Y, � °` �T,"��e'ss: ', aj.' P:� w:i.«,. - %�i i 1� ��!:I.rF " T i'� Y,�' :x�.f"�,�a* "'``$;�' �# •kms. E �'' -��.; .`�. •. »"�i� '#�.r ,a�.�.; 4 � �. - ,/ 1., ,Y�'J 1122 #y #�_. ,T`'�:' ,ii�f f/� -y/ •.y�++F`. b S -_ }z. x4 .i8' t. - �it' '. t a.. "- - ` - aNr ON •fI !r,{,pr,..2}. p ,:+1 ''°` "rw. i„e,=` a ax '`t '� A .'`"ter "J�`.,,,,, 3m' ^: ,,; M.j. N r��, ,`z�' �. ;.r ;� '�^ f`n 'l `1 rr ua r a f fl, f !'f•, �/�l�', ': - ,'-�s^ ..;':�x' ^..,r ..`. ��r ,�� `;�,�z yi r�',4 r � �'s �' - 3 "+,. Y; I f_/ ;f/ i ;f, r, ../�, .�. .;,�',!.._ r r1u`r": . '.,I/ •`...,' r'/,i�if_,.rl /.r. .. ,. Or/ Statute�maYaPp�Y Ix/fI'' r � : ✓, i/ % f/r ,;r/r!•%`/��J J.'I <,.. . . � �f` r`� ;i/<�/�!,rI>'����/ 1>✓`f�/'�!f�t 1/'�,�I, f�/'��/% �1`/: I,- / l-� :/ �� /�.,,.;r-.r'.�//.`r'i✓'l, ��f F.�f/!�r`'pfi. .J`, /"��/X,frl� ,�'� ��'? ,'I' l ✓I r a'�� �=�.�. r4,--' r•..gyp ,;:. :;'� a:�+ ><.+ �s r -:��� € ��e: �:.ye, _q, 1;I,/ � ^.y � ✓t 3'!5" �'� .a � 4 �g�;n ,».t a� Vis, wF f'i ff� �%;'," Y�' � �` '' t �yre�i,�.' *� Y+ tr '�,•r*� rx � � y -�E..., r..��.e ,a €P1 b. � �� ��. g a ,4 *-� / tv a. low /✓orf �� x a = .. _ - _ I � f / ,�sy„�.- Am, i' 77 / trr ' IX