Loading...
HomeMy WebLinkAbout1506 W 15th Street Address: 1506 W 15th Street PREPARED 4/18/17, 8:41:56 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 4/18/17 ------------------------------------------------------------------------------------------------- ADDRESS . : 1506 W 15TH ST SUBDIV: CONTRACTOR : PHONE OWNER LEMON FAMILY REV LIVING TRUST PHONE PARCEL 06-30-99-0-4-3540-0000- APPL NUMBER: 16-00001711 RES MANUFACTURED HOME ------------------------------------------------------------------------------------------------ PERMIT: BLM 00 BL MANUFACTURED HOME REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BLFO 01 12/22/16 JLL BLDG FOUNDATION 12/22/16 DA December 22, 2016 8:47:40 AM jlierly. Joe 477-9991 AM request/jll - December 22, 2016 4:20:15 PM jlierly. Items on site and plans do not match what is approved by COPA. Conversation with Kim and Rick Q Buyrite to clarify plan details/ Steel and depth of footing are not to code and was not ready. JLL BLFO 02 12/23/16 JLL BLDG FOUNDATION 12/23/16 AP December 23, 2016 8:51:44 AM jlierly. Joe 477-9991 AM request December 23, 2016 11:00:08 AM jlierly. BLBT 01 2/03/17 JLL BLDG MFG HOME BLOCK/TIEDOWNS 2/03/17 AP February 3, 2017 8:22:45 AM jlierly. Kim 460-7342 February 3, 2017 4:10:17 PM jlierly. BLFD 01 4/13/17 JLL BLDG FOUNDATION DRAINAGE 4/13/17 AP April 13, 2017 8:26:20 AM jlierly. April 13, 2017 4:48:51 PM jlierly. April 18, 2017 8:44:42 AM jlierly. DRW 01 4/13/17 JLL BLDG DRYWELL 4/13/17 AP April 13, 2017 8:25:32 AM jlierly. April 13, 2017 4:48:51 PM jlierly. April 18, 2017 8:45:32 AM jlierly. DSD 01 4/13/17 JLL BLDG DOWN SPOUT DRAINS 4/13/17 AP April 13, 2017 8:25:52 AM jlierly. April 13, 2017 4:48:51 PM jlierly. April 18, 2017 8:45:06 AM jlierly. BL99 01 4/18/17 BLDG FINAL * OVERRIDE TAKEN BY JLIERLY DATE: 04/18/17 TIME: 08:41:03 T April 18, 2017 8:46:39 AM jlierly. Mike 461-7402 ------------------ --- - ------------------------------------ ^-_ I PSRMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS - ^ -------- ------------------------------------------------------- /'y� PL99 01 4/18/17 JL" �l PLUMBING FINAL c /�{/ April 18, 2017 8:43:19 AM jlierly. '� V ------------------------------------- COMMENTS AND NOTES -------------------------------------- CITY OF PORT ANGELES �►`�i� DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION O!L_ r� 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 16-00001711 Date 12/20/16 Application pin number . . . 757285 Property Address . . . . . . 1506 W 15TH ST D p y ASSESSOR PARCEL NUMBER: 06-30-99-0-4-3540-0000- REPORT T SALES TMA Application type description RES MANUFACTURED HOME on your state excise tax form Subdivision Name . . . . . . Property Use to the City of Port Angeles Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY (Location Code 0502) Application valuation . . . . 128896 Application desc New Manufactured Home ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ LEMON FAMILY REV LIVING TRUST OWNER 221 PETAL LN SEQUIM WA 98382 --- Structure Information 000 000 1456 SF MFG HOME --- Other struct info . . . . . TOTAL LOT COVERAGE 30.00 EXISTING LOT COVERAGE 1456.00 J^ LOT SIZE 8418.00 \V PROPOSED LOT COVERAGE 17.00 V TOTAL LOT COVERAGE 17.00 NUMBER OF UNITS 1.00 ---------------------------------------------------------------------------- Permit . . . . . . BL MANUFACTURED HOME Additional desc 1456SF MFG SFD Permit Fee . . . . 230.00 Plan Check Fee .00 !� Issue Date . . . . 12/20/16 Valuation . . . . 128896 E Expiration Date . . 6/18/17 v Qty Unit Charge Per Extension BASE FEE 230.00 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . WATER LINE METER TO HOUSE Permit Fee . . . . 57.00 Plan Check Fee .00 1 Issue Date . . . . 12/20/16 Valuation . . . . 0 Expiration Date . . 6/18/17 Qty Unit Charge Per Extension BASE FEE 50.00 1.00 7.0000 EA PL-WATER LINE 7.00 ---------------------------------------------------------------------------- Special Notes and Comments December 20, .2016 9:31:35 AM pbarthol. Project will result in the placement of a 1456sf \ manufactured home. Lot coverage of 17$. Site coverage 32�k. No land use problems anticipated. Electrical load calculations and electrical permits are required. 1. Establishing Construction Access. 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. 1 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, violate el the provisions of an g-construction or the performance of construction. Date Print Name 'gnat a of Contractor or Auth r' ed A ent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit l 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: Footin s 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 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 Pump/Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts 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 CITY OF PORT ANGELES i � DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION � r� 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 16-00001711 Date 12/20/16 Application pin number . . . 757285 ---------------------------------------------------------------- REPORT SALES TAX Special Notes and Comments on your state excise tax form 2. Install sediment controls BMPs. t 3. Stabilize exposed soils. o the City of Port Angeles 4. Protect slopes from erosion. (Location Code 0502) 5. Protect drain inlets. 6. Control pollutants including but not limited to spills, concrete wash out, exposed aggregate processes, concrete grinding and saw cut waste water. 7. Maintain temporary and permanent erosion control BMPS during project. All disturbed area's on site not covered by new improvements should meet the attached soil quality and depth standard. Consider applying for the City Green Infrastructure Rebate of up to $750.00 towards the materials to install rain garden to control roof and driveway runoff. Also rebates available for downspout disconnections.Contact Jonathan Boehme at 360 417-4811 Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. 24 hour advance notice is required. Public Works Inspection request line 417-4831 Trench safety per applicable laws. Temp erosion control and surface restoration responsibility of applicant. Contact City inspector prior to start of work @ 360 417-4831. No attachment to sanitary sewer of stormwater roof leaders, foundation drains, yard drains, or any other CSO contribution is allowed. The contractor making the connection to an existing water meter is responsible to adjust water meter depth so that there is a minimum of 4 to 6 inches of clearance between the bottom of the meter box lid and the top of the meter at finish grade. Use existing driveway opening. Construct driveway and to City Standards. Concrete with exposed aggregate or other non-standard finishes(including colors or dyes)are not allowed in the City road right of way. Broom finish only. An inspection by Public Works Engineering is required prior to pouring concrete. Public Works inspection request line 417-4831 • ------------------------------------- -------------------------------------- Other Fees . . . . . . . . RES UNDERGRND SERVICE FEE 770.00 SEWER SYSTEM DELV CHARGE 2260.00 STATE SURCHARGE 4.50 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 5294.50 5294.50 .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 isnot 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. 1 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 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 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 Pump/Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts 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 �"�► CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 3 Application Number . . . . . 16-00001711 Date 12/20/16 Application pin number . . . 757285 Grand Total 5581.50 5581.50 .00 .00 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) Separate Permits are required forelectrical work,SERA,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 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 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 Pump/Fumace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts 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 /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 � r THE a. _ For City Use CITY OF w Permit# G (-41( WASH I NGTO -tL ate Received: l\ 2 I G 321 E 51b Street - ate Approvedtqiu"Ailp Port Angeles,WA 9836 L7 P:360-417-4817 F:360-417-4711 Email:permits@citvotpa.us BUILDING PERMIT APPLICATION Project Address: 15o6 West 15t' Street, PA Phone:36o-46o-7342 Primag Contact:Kimberl Barnett Email:kimsequim@yahoo.com Name Phone 970-596-6971 Reynolds,Tim&Caroll Property Mailing Address Email Owner /n g A�/ t S S q City /`" � �7`rt � Gf�� State Zip 2— Name Phone36o-681-o777 BUY-RITE HOMES Contractor Address Email kimsequim@yahoo.com 2594o3 HWY 1o1 Information City Sequim StatewA ZiP98382 Contractor License# Exp.Date: Legal Description: Zoning: Tax Parcel# Project Value: (materials and labor) o63099043540 " Moe) Residential ® Commercial ❑ Industrial ❑ Public ❑ Permit Demolition ❑ Fire ❑ Repair ❑ Reroof(tear off/lay over) ❑ Classification For the following,fill out both pages of permit application: (check New Construction © Exterior Remodel ❑ Addition ❑ Tenant Improvement ❑ appropriate) Mechanical ❑ Plumbing ❑ Other ❑ Will a fire sprinkler system be installed Irrigation System? Proposed Bathrooms Proposed Bedrooms or modified? Yes [:] No TK Yes ❑ No c2 CZ Project Description New manufactured home to be placed on a 6" slab foundation. Is project in a Flood Zone: Yes ❑ NoN Flood Zone Type: If in a Flood Zone, what is the value of the structure before proposed improvement? $ I have read and completed the application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required and to obtain permits prior to work. I understand that plan review fees are not refundable after review has occurred. I understand that I will forfeit review fees if I withdraw the application before the permit is issued. I understand that if the permit is not picked up/issued within 18o days of submittal,the application will be considered abandoned and the fees will be forfeited. Residential Structures For Office Use Area Description(SQ FT) Existing Proposed $$value Basement First Floor ° ,�- r��til �� Second Floor Covered Deck/Porch/Entry Deck(over 30"or i"d floor) Garage Carport Other(describe) Area Totals y Commercial Structures Proposed For Office Use Area Descriptions(SQ FT) Existing Proposed $$Value Existing Structure(s) Proposed Addition Tenant Improvement? Other work(describe) Site Area Totals Lot/Site Coverage Calculations Lot Si a(sa ft) Lot Coverage(sq ft)l %Lot Coverage(Total lot coverage=lot size) � ']` v ite overage(Sq Ft of all impervious) %of Site Coverage(total site coverage_lot size) 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: Outlets: Appliance Exhaust Fan: # Heater(Suspended,Floor,Recessed wall): # Boiler/Compressor Size: # Heating/Cooling appliance # re air/alteration Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable): Fire lace/Gas Stove/Gas Cook Stove/Misc. Fuel Gas Piping: #of Outlets: Ventilation Fan,single duct: # Furnace/Heat Pump/ Size: # Ventilation System: /J # Forced Air Unit: DSI azif AA., Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # Fuel gas piping #of Outlets: Water Heater # Medical gas piping #of Outlets: Water Line # Plumbing Vent piping # Sewer Line # Industrial waste pretreatment interceptor Grease Trap) Size Other(describe): T:\BUILDING\APPLICATION FORMS\Current BP Application\Building Permit 4-17-13.docx FILE ;Ovi CITY OF PORT ANGELES—Construction Pians The Issuance ol'this permit based upon these plans specifications and other data shall not prevent the 1 building ollicial from thereafter requiring the d, correction of errors in said plans.specifications and other data. or from pre%enting building operations being carried on thereunder%%hcn in violation of all codes and ordinances of this jurisdiction. AIA,WORK SUI.IVCf TO FIELD APPROVAL Date By '_ PO X52 X20/(n /3045� �`WG Fo Pa" P P � Ob INSTALLATIO INFORMATION Patio Slab Anchor* Concrete Anchor* This anchor is designed to be inserted through a 3/4" hole The MIJ2 is designed to be installed into a concrete slab at drilled or formed into an existing concrete slab. the time the concrete is being poured. • Concrete must be a 2500 PSI minimum • Concrete must be a 2500 PSI slab with 4" minimum thickness and 6/6 x minimum slab with 4" minimum 10/10 wire mesh or fiber mesh installed. thickness. • Concrete slab must allow 4725 lbs of • Concrete slab must allow 4725 lbs vertical tension on anchor without lifting. of vertical tension on anchor without This assumes that the concrete weighs lifting.This assumes that the concrete 150 lbs per cu.ft. weighs 150 lbs per cu.ft. • Minimum distance from the anchor shaft • Minimum distance from the anchor to one edge of the slab is 4 in.from one shaft to one edge of the slab is 4 in. edge and 2 tt.from any other edge. s from one edge. • If installed in a 4"slab at minimum • If installed in a 4" slab at minimum distances from edges,a layer of 6/6 x distances from edges,a layer of 6/6 or 10/10 mesh is recommended. 10/10 mesh is recommended. • Slab must be 8 in. minimum thickness at location under any anchor to allow 5 in.embedment of anchor"J" rod. Concrete Slab Anchor* This anchor is designed to be bolted to an expansion sleeve in an existing concrete slab. ® • Place washer and nut onto bolt to attach anchor •After reviewing restrictions listed to the right,drill a head,tighten nut. 5/8 in x 3 in.hole in the slab where the anchor head is •Concrete must be a 2500 PSI minimum slab with 4" to be located. minimum thickness. •Place steel expansion sleeve over bolt and place into • Concrete slab must allow 4725 lbs of vertical ten- the drilled hole. sion on anchor without lifting.This assumes that the concrete weighs 150 lbs per cu.ft. • Place the washer onto the expansion bolt. • Minimum distance from the anchor shaft to one edge •Thread nut onto expansion bolt and tighten until of the slab is 4 in. from one edge and 6" from any maximum expansion of steel expansion sleeve has been other edge. achieved. •If installed in a 4"slab at minimum distances from • Remove nut and washer and place anchor head over edges,a layer of 6/6 or 10/10 wire mesh or fiber mesh exposed bolt. is recommended. *NOTE: • Maximum load per anchor is 4725 lbs. • Minimum slab area per anchor for 4725 lbs.: 4"Thick Slab: 95 S. F. 6"Thick Slab: 65 S. F. 8"Thick Slab: 48 S.F. SAC IND CON--C-gLTE TIE DOWN ANCHORS CHASSIS J4002 PSR BOLT-ON TOP ' r® - 78 7SOTO&L •7000 7' S-EEL IL —!•-- -.-. ..1700 fi/8UC1ClE. _W WA40LE /E005 SPLIT #6005 ► 60LT Nu, #7000 #7001 #7002 CONCRET • TIE-DOWN • #4002 #§003 ;j6004 INS10 INSTRUCTIONS EX STING CONCRETE---1R=-� -"- I~ _CONCRETE MUS7,8E—A-MIN_IMJM-3-1/2=THICK-AND-IN GOOD CONDITION. ®1�TERNATE 2. MINDALIM SUB AREA OF EACH ANCIJOR IS 28 SQUARE FEET. — d N 3. DRILL PROF'EP. SIZE HOLE Iu�SLAR:,_A _MINIMLM_OF 12" FROM ANY SIDE' i"4:=EXPANSION DOLT 1S 5/8" x 3 1/2" WII H mimmUM 2 3/4" EMUDh1ENT�,- D &.-1-80-PO;IND�PULL OUT-7.1.60 POUNDSHEAR. . NEW CONCRETE - LIMA 1. PLACE CONCRETE ANCHOR INTO WFT CONCRETE. AND ALLOW TO 'ROPERLY CURE. 2. ALTERNATE CONNECTION REQUIRES #5 RESAR PROPERLY EMBEDDED IN CONCRETE. 1. ATTACH STRAPS TO CHASSIS BEAN IN MASINER S-TOWN. 2. IF ANGLE OF SIUt STRAP IS GREATER THAN BD', STP.AP CONNECTION CAN BE MACE FROM ANCHOR TO OPPOSITE CHASSIS BE"- 3. INSERT STRAP THROUGH SP-,'T DOLT. CUT OFF EXCESS STRAP AND TIGHTEN ROLT UNTIL STRAP IS SNUG. .IMLL 9/16" HC/LE AT WO HEIGHT OF BEAM AVO INSTALL 1 J2` A307 SOLT 'T'PICAL) L__. - « !� y SIDE VIEW SIDE V EW "C" 13um CIi.ASsiS "RFC" DRAM CHASSIS , SIDE VIEYl ENO VIEW SCE 'I'KAN CHASSIS NOTE A3 SEE "reEAM CHASSIS NOTE g3 SHEET p1 FOR 111' 0"N INFO. SHEET gl fOR TlE DOWN tNFO. END TIB DOWN CONTRAUQRS CERTIFICATION I:�CERTJFY THAT I HAVE INSTALLED THE SAC IND., INC. ANCHOWNG SYSTEM AS INSTALLATION INSTRUCTIONS. I HAVE MADE 'IVO MODMCATIONS TO THE ! ING SYSTEM OR TO THE BUILDINGSTRUCTURE. Y NAME: CONTF?ACTORS LIC.# nm—SEE FRAME CLIP - •Ch I"— FOR J4-x1•GRADE 5 BOLT °m TE 0OWN C01P1EC"01M I BERW�I.�pWN HOME FRAMsEE R NUT WITH WASHER E END TE ODWN--FCONNSItlMS ® W034 FRAME TIE • TIE LOCIONG CLIP Q PIVOT CLIP MUST NOT VARY MORE MVAs<FRAME O Q THAN 10 DEG.FRO PERPENDICULAR i i 0 SIDE TIE OOMM SroC TIE DOWN TO BEAM, PIVOT CLIP LOCKING CUP HAS 2-1/2• srA�am FOR USE ON 3'OR 4-FLAN . PUOE o M 32 STEEL MMA-33 STRAP W/BUCKEL MMA-71 STEEL a STRAP W/CORNER TIE SPLIT BUILT MMASD2 BOTTOM PLATE TOP PLATE ��i AND NUT_ STABILIZER PLATE MMA-18 ^ CONANCHOR lAB ^^x•LV•, . STAEOLRATION PLATE V WELDED TO VVVV ROD GUIDE k STRAP HEAD USE WiSroE HOLES FOR 3K•-4•FLANGES CHASSIS BEAM TOP PLATE NC4838,EZDH&MMA34 oR1L°1a HOLE °au°/1e HIE EARTH AUGER TIE DOWN USE INSIDE Hods FOR AT Lao of A Mo 1aNO11r of r-r FLANGE EARTH AUGER TIE DOWN IRAN,wsuu BWA INSTALL 1/2•A307 BOLT. 1/2 A307 OW. 4-1S••L1i•WAX 6 /r NACHWE BOLTS N H B-W HIGH STRENGTH f/1N 1/2N WASHERS BOTTWI PLATE MMA-34 LONGITUDINAL FRAME TIE AND CLAMP (FOR WIND ZONE 1) AZLEX ANCHOR MMA-35 h MMA-355(—Kal ha0d) MMA 71 CORNS?TE CROSS DRIVE ANCHOR CROSS DRIVE ANCHOR /STRAP k RADIUS CLIP W/3/4•Wx32'RODS W/23/32-OX30-RODS caNNEcrm ONLY TO BOLT SEE• EEM aysSIS MEANEST To ANCHOR 57EEL STRAP SNEEL STRAP sEE•rSEAN nuns 0 0 0 Y4 x2Y4•GRADE FOR TIE DOWN ANCHOR FOR TE DOWN ANCHOR 5 BOLT&NUT xCx BEAM CHASSIS "RFC" BEAM CHASSIS QD LOCATION OF MODEL NO. MMA SPLIT 6'DIA STABILIZER INSTALLATION INSTRUCTIONS BOLT do NUT 1.THE DRIVE MACHINE IS STARTED AND THE ANCHOR IS TURNED INTO THE GROUND TO A POINT WHERE THE TOP MMA-210JDH MMA-210PDH (STABILIZER HEAD PLATE)IS FLUSH OR SLIGHTLY BELOW GROUND LEVEL THIS INSURES THAT THE E-Z ANCHOR \ STABILIZER WILL BE AT ITS REQUIRED INSTALLATION POSITION. VERTICALLY WITH NO COMPACTING ` 2. FOR THE E-Z ANCHOR/STABILIZER TO ACHIEVE FULL POTENTIAL,INSTALL THE ANCHOR STABILIZER CAP DISK MMA 6 3/4 OH %-x32•DRIVE DEVIATION GREATER THAN 10 DEGREES.NOTE:A SLIGHTLY GREATER ANGLE MAY BE USED TO START THE 4430 NU 3/4 SOIL ANCHOR ANCHOR TO AVOID CONTACT WITH THE HOME 6 STRAIGHTENED AS THE ANCHOR IS GROUND SET. THE SPLIT BOLT IS INSERTED,STRAP FASTENED,AND TIGHTENING ADJUSTMENT MADE. 0 NOTE:WITH MACHINE INSTALLATION,A MINUTE-MAN ADAPTER DESIGNED TO FIT BOTH THE ANCHOR HEAD AND DRIVE MACHINE SHAFT IS AVAILABLE.INSTALLERS DO NOT NEED ADDITIONAL OR SPECIAL EQUIPMENT FOR E-Z ANCHOR INSTALLATION. CONCRETE TIE DOWN CROSS DRIVE TIE DOWN GW2-SOIL ANCHOR CKA556 1 1 W 3/4•x32•DRIVE ROD I•BFAM SHOWN.SEE 1 I E D RFc•a1Atco FOR I END nE DvvNl CDMNFC110NS STEEL r atm vmw MMSAIE3�4 FRAME TE spur STRAP OLIN HOLE N/BUCxIE BOLT s NUT CROSS SME TE DOWN DRIVE ANCHOR STAMM PLATEGROU c a _ - MMA-91 5/8 DIA MMA-92 3/4 ON MW-94 3/4 DIA MMA-650 3/4 DIA 44V'30 ON 3/4 DIA �' ND la+E 321AUGER ANCHOR 32•AUGER ANCHOR 36-AUGER ANCHOR 50-AUGER ANCHOR 30-AUGER ANCHOR W '""• -�'_ TLW 10-05 'J :51171'r- /7 II9': :. � - `o", "'.••:•. _ CROSS OR W( STA_ILZER CD PLATE DETAIL a MINUTE MAN ANCHORS,INC. INSTALLATION INSTRUCTIONS EM KEAST C 29M FIRST CHECK FOR UNDERGROUND UTILITY LOCATION: �� Y.�.g� xrtCE�®rpox2Tsxereei EZDH EARTH AUGERS SII nsstcN LOAMDESIGN&GENERAL NOTES 1,SEE DET Ttae BOOKLET FOR INSTAUATION!INSTRUCTIONS. ARMEN .WiNG 19PW(M PHEXPOSUEV)CACTj5"ODIPLESYIRHTLM2M3CBC EARTH AUGERS CIVILVrII.110 N fl.H EW'C APUD TM 2M2 M Vr9.1TB M K ETIP'C ._. MB 1. TMLAtX M OCrO WL MM CMWMT DOVMIMM PRE88URE TO kUNUM OL DBTURBMW •�BEARM—1�P LEAVING APPROX.1r OF SHAFT EXPOSED, •TIE DOWN STRAP-7180/WI RINDLOAD Z INSTALL STABWffitPLATE-DRIVE FLUSH WITH GROUND SWAM y • SEISMIC ZONE—4 CAC T.28 AND 2D1Dr RP.8r]&FwUSw)A16RM amia- COMPLETE TURNING AUGER INTO GROUND UNTIL AUGER HEAD 18 FLUSH WITH OF40LWD SURFACE ANO TOP -'R 3025 TE DOYVN 6ERAM TO BE MBPL 1 IW NIDE x U35 THICKNESS 2TNC PLATED AEA OF STABILIM PLATE MEETASTMO-MIMEARTH AU ERS. ' CROSS DRIVE ANCHORS £.v.p 1 Z•D I' 7 EARTH DRIVES (torted to 4725t min) CROSS DRIVES( ...1575e(mkJaOed,Mee Oen Now a) 1.CROSS ORIVES ARE USED VMERE HARD ROCKY SOL OCCURS.IF THE GROUND SURFACE E OTTER THAN CROSS DRIVES(a M rock._18001 i(to ed to 472S4)asphalt min 25 thick CROSS DRIVES(soDd rodt)..81501(toted tO a72a1 min) ROCK OR•SN'h:1S''ASPHALT.STALL IMIIM4102 STABr2Eit PLATE.OR PLACE 17k13 xir DEEP CONCRETE CONCRETE XSLAB ANCHORS-915W(tested to 47251 mill)dM Proper sfe p(IM hole mN 4'tmm imT edgeCONCRETE SLAB ANCHORS \ 1.THE CHARTS SHGIANHUM ARE FOR THE REQUIRED NUMBER OF TIE DOM 1.CONCRETE ISLAS TO BE mina 1Y 71@•TNICK AND N GOOD Cr- ON THe SIDES OF THE MANUFACTURED HOLE. 2 AW81lAM BLAB AREA REQVRED PDR EAICSS ANCHOR N SO2.ire OCN4t1a ARE REQNIZED AT EACH closets SEAM EACH EEA OF SACH 7.OPoLL PROPER BrZE HOLE N 8tM MSTAIIJAM't•FRpM ANYE Mp.k 15 TRANSPORTABLE SECTION OF THE MANUFACTURED HOME AND CAN BS ANY 23 of THE TYPES BK1owM HEReN ALL TIONS S.COMBINATIONS OF THE DIFFERENT TYPES OF TIE DOVM CAN BE USED. 1.ATTACH STRAPS TO CHASSIS BEAM N MANNER SHONM. 4.M THE EVEW AN EARTH AUGER CANNOT BE INSTALLED DUE MAN 2 INSERT STRAP THROUGH SPOT NUT.CUT OFF E00ESS STRAP AND TIGHTEN UNTIL SNUG. fA• rOAAL •'•� OSMUCiIOK USE OF WON DRIVE ANCHORS IS PERMITTED,PROVIDED R) '1fE. „IOQQ• CROSS DRIVES ARE INSTALLED FOR EACH EARTH AUGER THAT CANNOT BE OF Cd 0M6TALLED. THIS PLAN MAY BE USED FOR MANUFACTUED HOMES PLACES IN FEMA FLOOD HAZARD a FOR ALL TE 0OM INSTALLATIONS,THE MFGID HWE E41ABM Maosm ARE ZONFS A,AE&All. PROVIDED THE GROUND ANCHORS ARE THE MMA-6150,5D'EARTH CLIP SH"AST BEAMS.FOR ILLUSTRATION PURPOSES ONLY.CHASSIS BEAMS CAN ALSO SEC'SHAPED OR'RFC'SHAPED. AUGERS. UNDER FLOOR VENTS AT THE PERIMETER SKIRTING SHALL BE PLACED WITH gT E.END TIE DOYM6 CAN BE LOCATED wnrdN W OF EITHER SDE OF CRAESIS THE BOTTOM OF THE VENT MAX 12'ABOVE THE UNDER FLOOR GROUND SURFACE BEAM AM AS SHOWN. TIE DOWN LOCATIONS D ALr�N - DD TE DEANS ETD M DOM DID M DAMS Q 7.THE 60-:8,TYPES,LENGTHS,ECT.OF MATSUAL SHOW FgRRflN ARE SEE CI&W 8L C%MT SEE ONRT 6P' ADMMI M.LARGER,LONGER.HEAVIER MATERIALS SUPPLIED BY MlNtff•MAN BhTt8i72 PRODUCTS.MAY BE USED AT THE SAME SPACING&LOCATION SHOVYM. a.ALL PARTS ARE STAMPED MMA-NSTH THE APPROPRIATE PART NUMBER rq HOME OF y.�"� 8.SE'ECCTIIOENSSW H 1 CHASSIS CCENSYSTEM CAN BE�TERSSPROVIr�THE HEIGHT GRADE TO 1"1-7 ,T THE BOTTOM OF THE CHASSIS-SEAM DOES NOT WMED 1W. 10 3cp f• .BOLTED TO TDOWN BTHE HrrCH ATTACHMENT PLATE THAT B WELDED M THE CHASSIS BEAM A 1t R SEE ENOLATE IED TIEDOWN SYSTEM a APPROVED �a Ns4axroromEcrD3uDlm DAVID A, AIPe,Me4bs PdaWrslp iA101Maewra �M14P09M11YY1911M3T1t r DAHMMEN v # ZT96 S iw 0pr►r Du7 15, +�� 7_ SINGLE WIDE DOUBLE WIDE TRIPLE WIDE or VA PACIFIC CONSULTING ENGINEERS TW PYM W EARTH CROS DRIVE ANCHORS CONCRETE STAB ANCHORS !�X,a 9-3!•"T� 2150 BELL AVE.SUTTE14a ATW+�w1 _ /? (0 SA pH ae46oze a MAX M.4? 67 117 78' TM�y—°F ST 47 W 87 79 . OR 94'4r BO p 86 f S 4 B B 7 TuDov"i S 4 5 B 7 "oma 4 8 8 7 8 �Q �0 *Otj��"INAL NOTE.-IF OBSTRUCTIONS PRECLUDETHE PLACEMENT OF THE SIDE TIE DOWNS AT THE r LOCATION SHOWN PROF `'� NE f 81DE TIE OOVINS AT 7-0 FROM EACH Ef�HAVE A OF 1 SEmA 1391MINI®TM�.O orl m eUY 7720 E M SY9t sou aw TOP _ L�4!19 CA 901108 Of\O � 11010 „EDD„owE� 9r�A�rgAC�ONTTe srE6enweMY.TQaa AQA� / E11D TE DD9M tmD"Nwibw 1748 �/$�//RADOO LU £iP 7'314Gf2-At-tl- £kP �'l�— MOS 8LFP M rPER°�AP°MAP�iERBOLTONT°TOP.(ENDS==EErweEArrAn®TOAouama Q THDHL8 CONCRETE ANCHOR DOUBLE HEAD TDOON DEV CE I-4• nmo NOTE: YOUR SET MUST BE DESIGNED BY A / MMM LOAD PER ANCHOR: � NOTO I REGISTERED PROFESSIONAL. 2. NNIMUM Sue AREA PER BOLT j ENGINEER IF THE LOCATION IS 4" SLAB - 95 S.F. 6" SLAB - 65 S.F. WITHIN 1500 FEET OF A COASTLINE. 8" Sue - 48 S.F. % �,s�'cti y;,: ,y`i`•.t 3. MARK MMA 18 ':•,`,P!;7't: 1�;jq�:�.. THE ALLOWABLE WORKING LOAD ON '`ti•H7.?'�• r ••,; CONCRETE ANCHOR MODELS 210 - 1. amu 21/32• � H1ot�E 4• FROM PDH.THDHLS,AND 210 JDH IS 3.150 EDGE OF sue AM MERT SWE D H� POUNDS VERTICAL FOR SINGLE OR 2. PLACE YENS[Oi+i HEAD ON SLAB AND CONCRETE INSMALL 1/2" d$om. SHIELD BOLT DOUBLE TIES IN 3.000 PSI CONCRETE. 5/8' SMELO ANCHOR ANCHORS ARE CAPABLE OF w/ 1/2" x 3-1/2' BOLT IHSTANDING A 50%OVERLOAD KOM BRAND a MW (4.725 LBS.TOTALS THERE MUST BE A MINIMUM C DISTANCE FROM THE EDGE OF THE CONCRETE TO THE CENTER OF THE ANCHOR SHAFT. REV. 4/21/09 - maw%memo Or.�.r..a�rirp.w.or uiK�.�i.Ms.sa.wa�txw k w - l� 4y "•'*'�a'].f."^r �' roti+ . d _. '�- 3- +-r "y,{..y' �^4V'' "^`h`"". �` \ '_ .'-.. '»Ev' �`^" ,y'fl��'"�'{.. ,ate�Yr-r �„�J� � ;,'� �,.,r.��.*, � �`�'0'��'��.<,. •�d�;`��'" ,,,f. ��~`' ��_ ^�;,,�. �� I P '�,� ,� k ��K.i n H�'r .. ✓' ..::"-+�',�.q�4 ` ;A �C .�wR"C 's;,� '�s ^��� ww '�,y�l•'�"" '�., . ,. ``" ej �g�' w.- y s��C#y �,j�� 'MntN• ti�Wi.•r ..k.:. \ µ � ..�tf"�' 1 �a�' _ �" y -vim •y.-R y { 'd-^. �:� 4' ;'.:A -M"';,rrttX^" �' "&M i;,-.,. ^, n ,5:. k ` 4r.-�„!^ ':. r ",f w.-.w•:- - J. r;`dx ..A,:6w;:''y' {Y ,a„r.,: n. ' `- -°^...,tr-v r«;r»a ..ate ..-a �-.,,,� ,w.. yF+..'y:•.` ;'�°` � � �'ci,. a f-=•si �,.;.,- v _�" "•r2 i..- •^^,.i'.--�''.1�Y��..++:' '-y'!.,c.. moi"'.- ",-x'..{A+: y" .•{``.`C `,,"" -3• $;s c'- r'G �h'' �'„ -''.k�`=., ZSR; '� 'y..'..'•A... � -..,� 7,"s 'Sa. .F �-.ti.'X...... ,✓'.,5 '� �;. `���.• �, ,rt.: �, � �, F":..r�* -sr `'�t"'cr r.:�� ^�z:�r�✓�;;;;�;, wwi., t.+�§'"` �:`:<; �wr"�'G't Y .,r� c� _ ''"a�;�ed r r TM �r ,;' �.,ot-';�� W'.:Wit. � �.� 33°" �T^'� �.uo:A af.1s�" 64 _ � '-��'' ���% �� .�`, _ 'J�,^k��1r'�4•;q .�GS`+a..R�y�. �.. ':•era, •; .�= '+'{ .� ��!�` � ,.� � .x:,, � '"�" a :aew`�',�,"'�" ��. .,• r ��.�•..� - ,� ,:,: Ea. �+,@'�°`'"`` .` 'w'---,�r-.. r v'�^t s.M`. t .:.�x•?':,.x .,r %'�' �` �+w^.;J"' �-��''. `,s:'_s;, ?9��,p.' .,'�� iaF. �"�,-'��„�K'•c* r-� ,+;ir^ ,�`', ,,��'�.'-. y".R" :; :,..�=. ♦;. ��.y,�.rd''�;,4.;,,- v. ?�� �,�.` -G.,�ra'"'�x .� '.�.'--'-Y?` "' ,�:£�5".. :rs. � .i ,r,. ...,.ip �,.- •.:Y.A. �'"i ,... �'�� j.' y� f.• .,n„a+ �;; s.iw ;3.3' '�' � ryr..„+.'t^` .i� ."„mss.. `".•'u> i•',C �&JJ ,@:•�,. . . ... . �� .,.�� :„v,y �"-..tea- yam,' .....� .. � .,c„�.,. ,�.. a�?'•'.. ,� M_...!� ..� ..0 " - '�"�-- °`�'`. q:.;: ..a' ._ �'""�..•.' .:.... .. i r�'_: ,�.�..,�„ .. � ? -ir"�-= i::,•'�" :''fie a z,r��-. r,� +:...�_ �„x.� .,..:,.uc ..,,.t.;.:. � ..;, v ':z:.,.. , �,..�,,�; +� i*.,,..� ,::k �.., . ',yyy fsp.�,.u4� ..:^,.''-. ,.-3.-,;,�•-:.�„ ;yr°,4.. �7: .i x,.)x ?- .:'�'�+ :yae a, C wig..,. _ ,.� ,�� 'kfi'�.,+.t{r. Fmk'' x, r x. ... .+�y,;•„ ,•a _ -r..,�,..v1 +� ".1"�. .c � u)`- lswk4, " ' -,;tea. n�c.4 .T,t i, �,,�, '. ,q 15" '#..:s; .:GS•- ;:Vt' �'. t ,¢? ,X _::.+. °d' :,may a.,i..: twig .•�".-�.0` :,�?�,R -?ut v t..z. W* ,�,; 3'., �;.:;• i sFj ,.::�. a ter"` ""°.s;�` "+'' '%=l+ �=r' �i �.; .�-.:, zY� �.,i. �.�,{ .x�.-.... -,-E�%; ...+�k;,,q�� ��' 'S"' a' �r •:x� 'e.� i .x- .:;�;cy;.� ar"z"c",'u^'Sa".:,a" y �- _ " :.Y J� sa!�F-., .<u, _ ��.:,+ra,".�`" ,- � ,,-fl ':��rrn.a�a,�' .,.y-;r r•..��.'C n;,„�,ar` � :-�:� s%*9'.-: �? �-t,;k" v' t� r :� at'r� - 'iu'F��� .:+h�'�'i � i�.X'+,"'��v A7a� r.,-+rl.„; j. y..r; '4,.�y .n�y..�,r.;�. :� -'p,"":?"",• . r :' ^''- �;,.:t;F'd' ?'?.,. � �,� ,+car-�!: ,i::• .J':..w��ri.: ..'_"�'a% b. rrs- -tx,,,,�yr ,?:. _ "`."-r, •<ur4'�'' =s:a"F r%-�.... ,+ >r -r^.'.�tP Z. : "�n'�':. anf" .�'}"" z ,�2ma`.'9'°:' ,:n„ .aa,,. J .. ��-+'°""�,:E,c''� "air'"" �."..',-�•M �^,`a '�f ,�,,.t e��.�,«' S �wb1� sash Yi'��. 3� � q 'N G.,ys�M Y."„ a�.,=f -..,' 'i•,., �,�, t �7s�, '.,r�,s,.y �.ip �G'' r.�"�., r -„tf ',�' ''.. .mow +� { �.� r�u,, �� ,t:'ad s 90 Y� .a` " `:-•'.f� daf$' t-.' '`""` x ,WC'r .,S;K a,. �„ 01 `'"` -�.-' � `�r-i 1 ,.w � f'- "` +rte -•�,+.6�tw� rf�,".i'.r+"- ��r � '� o a��'•yC,,:�.�:., h�.::...x.�'E� 'x�" ��"�`". BUY-RITE SEQt'.1' M Add Pantr}r& CUSTOMER- REYNOLDS counter like Adel window Solar tubi e F101F Showerd` S=?7 Y$ Add Breen e5 r - pen 1ft � k 1 Viml Vit:.#'cdef'T + �t7i ism �• ��—. � � a � r egg .•I- �"• 3 r � ,a r> �_ fi.i"� 1R.^' I� l� _. Il ® U IP9 s� LZ a � Vinyl Vinyl Vinyl 4— — uFA ,. .. _--,—__ � ..�...,,� _ I � WA�4 i' Orr�it door, f` Switch Refrig and Base � Close. off doorwayOmit door, close wall calx & O/H Cut corner gar/arch D1g� 27x44 DRM 444F TWO WDRWA TWO EATVt MR — 1,188 SQ FT. r � 12'-0" 12'-0"* 12'-0"* -------- _ 9'-4"* 12'-011 9'-4"* 9'-01,* --- 12'-0"* 12'-011 12'-0" 121-011* 12'-0"* 81.411* 12' 011 8'-0"* 7'-8"* 12' 0" — 12'.0"* 12'-0"* 12'-0" 71.611* 7'-4"* 12'-0"71_4 11* 71.611 7'-4"* 7'-4"* 12'.011, 12'-0"* 12'-0" 12'-0"* 12'-0"* 6'-8"* 12'-0" 6'-8"* 6'-8"* 18' 4 �r } 12'.0"* 121-011* 1112'-0"* � .. .. 12'-0"12-0 * * 10'-4° ' 10' 8"* 10' 0": 1 �.. airh's.-•> �',r 11 1 I 5-0'* 4' 6"* 5'-611* 6'-4"* * 5 0 * 451'811* r6=( a- 10'-0" 12'-0"* I 11 I 11* I I 91-0 <�j, A , n T-4" :..� .. 9-8 9 0'* 101-4"* * _. .. 0 * 9'8 10'-8'* 101_6ns 5' 4" 4�.8"* * 7;= s - 51'8,1 5-6"* 5' pns 4'-811* * - --- 5'-8"* 5'-8"* 4'-0" 5'•0"* 4'-8"* 4'-6"* I 1* y � 9'-01* 11' 0"* 9' 0" , 5 4' S'-0"* 9' 0" 9'-8"* 8' 4" 8'-8"* 8'-4"* 9' 6"* *9. 4-6"s 5'-4"* 5'.0"* 11 91-6"* 4 4 * 4'.0"* 4'-8"* i I � �1