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HomeMy WebLinkAboutAPPLICATIONS, CO, MULT DOCS - 05-00482 - Magic Suds Laundromat04¢¢XeGRC x ~i `~ O ,, CITY OF REXBURG America's Family Community Certificate of Occupancy City of Rexburg Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 Phone (208) 359-3020 /Fax (208) 359-3022 Building Permit No: Applicable Edition of Code: Site Address: Use and Occupancy: Type of Construction: Design Qccupant Load: Sprinkler System Required: 05 00482 International Building Code 2003 402 W 4th S Magic Suds Laundromat Type V-N, Unprotected Business No Name and Address of Owner: Landon Randy 2287 W 4200 S Rexburg, ID 83440 Contractor: Randy Landon Special Conditions: ~-e~ rQ. _ ~(~~ ~,~LI r~n'~ Occupancy: Business, professional or service, restaurants less than 50 This Certificate, issued pursuant to the requirements of Section 909 of the International Building Code, certifies that, at the time time of issuance, this building or that portion of the building that wes inspected on the date listed wes found to be in compliance with the requirements of the code for the group and division of occupancy and the use for which the proposed occupancy wes classified. Date C.O. Issued: June 27, 200 M __ C.O Issued by: Building Official There shall be no further change in the e~asting occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the Building Official has reviewed and approved said future changes. Water Departure Fire De m State of Idaho Electrical Department (208-356-48301_ CITI' OF REXB URG P BUILDING PERMIT APPLICATION Please col 05 00482 19 E MAIN, REXBURG, ID. 83440 If the questio>t ~/Iag1C SUdS 208-359-3020 X322 PARCEL NUMBER: ~p ~(7D~~7o~ ~ .rte( we will provlae tnls for you) SUBDIVISION: UNIT# BLOCK# LOT# (Addressing is based on the information -must be accurate) ---- OWNER: u~/t~l U / ~, ,.1 " ~ CONTACT PHONE # -2 oR) c3~Sl ' 7~ ~ PROPERTY ADDRESS: ~''f D ~~ ~ < </ ~i PHONE #: Home (Zn~~°),; ;~ - 7~~~ Work (zo~`3.5/ - 7~ ~ `T Cell (z~) ~ S'~ - 7~.~ ~ OWNER MAILING ADDRESS: 2 Z8~ z~r~~,oo S CITY: ~c~,~~~ ~~_STATE: *~ZIP:~CI>0 EMAIL,Q,S.t .ve~FAX '~~, -- ~ 5 Z-~ APPLICANT: (If other than owner) (Applicant if other than owner, a statement authorizing applicant to act as agent for owner must accompany this application.) APPLICANT INFORMATION: ADDRESS STATE; ZIP EMAIL PHONE #: Home Work F Cell( ~_.~ CONTRACTOR: ~ulvd y Go MAILING ADDRESS:: Z c~ ~ V LIZ oD S CITY ,~ e r~ STATE ~ ~D ZIP ~~y ~ ~ PHONE: Home#~,~, j ~S 6--TG~ ~ Work s~l'J ~,j - ~~ Cell# EMAIL ~S<~ ~r~~ ~,I~A. ~A~ FAX 3 s~~-~ `/ j 2 How many buildings are located on this property? Did you recently purchase this property? No Yes If yes give owner's name) ~ ow>r ~ i~ 1+~ Is this a lot split?~::J YES (Please bring copy of new legal description of property) PROPOSED USE: C ~rji d~ ~r~ ~ ~ l (i.e., Single Family Residence, Multi Family, Apartments, Remodel, Garage, Commercial, Addition, Etc.) APPLICANT' S SIGNATURE, CERTIFICATION AND AUTHORIZATION: under penalty of perjury, I hereby certify that I have read this application and state that the information herein is correct and I swear that any information which may hereafter be given by me in hearings before the Planning and Zoning Commission or the City Council for the City of Rexburg shall be truthful and cottect. I agree to comply with all City regulations and State laws relating to the subject matter of this applicati~ and hereby authorized representatives of the City to enter upon the above-mentioned property for inspections purposes. NOTE: The building official may revolee permit on approval issued under the provisions of the 2000 International Code in cases of any false statement or misrepresentation of fact in the application or on thy' son which the permit or approval was based. Permit void if not started within 180 days. Permit void if work stops for 180 days. ~,n ~, '~.~ ,__ /~/~ Signatiu'e of`Owner/Applicant DATE Do you prefer to be contacted by fax, email oro ?Circle One WARNING -BUILDING PE T MiJST BE POSTED ON CONSTRUCTION SITE! Plan fees are non-refundable and are paid in full at the time of application beginning January 1, 2005. City of Rexburg's Acceptance of the plan review fee does not constitute plan approval ~ a°" CITY ~. [ Y ~~ ~ ~ ~x REXBLIR~ ~ i~` ~ ~ 4 .~ ~ ~ ~~ Y • t~ :J• ~ AMERICAS FAMILY COMMUNffY 19 E. Main (PO Box 280) Phone: 208-359-3020 x326 Rexburg, Idaho 83440 Fax: 208-359-3024 www.rexbura.orq comdevCcDrexbura.orq Affidavit of Legal Interest State of Idaho County of Madison I, Name l \ Px Ci t/ City Being first duly sworn upon oath, depose and say: Address _1T,d~~ State (If Applicant is also Owner of Record, skip to B) A. That I am the record owner of the property described on the attached, and I grant my permission to: Name Address to submit the accompanying application pertaining to that property. B. I agree to indemnify, defend and hold Rexburg City and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herin or as to the ownership of the property which is the subject of the application. Dated this C~ ~~ da of ( Y ~ Cr c..~il~~ ~oJ, 20 D S Signature Subscribed and sworn to before me the day and year first above written. Notary Public of Idaho Residing at: My commission expires: 2 **Building Permit Fees are d time of application** **Building Permits are ~f you check does not clear** t" Tease complete the E~ ire Application! r ~' If the question does not apply fill in NA for non applicable "NAME ~ ~ L_ ow.~Q,ti-~ PROPERTY ADDRESS 4~D ~ ~'~ ~ '~' lc~ Permit# SUBDIVISION Dwelling Units: Parcel Acres: SETBACKS ~ i ~ , , FRONT ! ~ SIDE 5 ~ SIDE 5 r BACK Remodeling Your Building/Home (need Estimate) $ SURFACE SQUARE FOOTAGE: (Shall include the exterior wall measurements of the building) First Floor Area %~ D ~ ~ Unfinished Basement area ~ ~' Second floor/loft area, Finished basement area ,~ Third floor/loft area ~,~ Garage area /1l Shed or Barn Carport/Deck (30" above grade)Area Water Meter Quantity: **************** Water Meter Size: Z`r Required!!! PLUMBING - J Plumbing Contractor's Name: ~ _ rr.~,~~t Business Name: ,,.~~cr' ~u.~.~.~-,y Address ~''~3 f1! S~ ~~ City State ~. Zip 5~~~ Contact Phone: Email FIXTURE COUNT (including roughed fixtures) Clothes Washing Machine Dishwasher __~ Floor Drain Garbage Disposal Hot Tub/Spa Sinks (Lavatories, kitchens, bar, mop) Business Phone: ( ) ~ q©- X60 Fax Sprinklers Tub/Showers ___,~ Toilet/LJrinal ~ Water Heater -~er~"/ Water S Plumbing Estimate $ a0~ (Commercial Only) Required! Signature of Licensed Contractor License number The City of Rexburg's permit fee schedule is the same as required DEC2(-20C15 ,~ /Z- Zo.-D Date the State of Idaho 4 r~'lea~e com lete the enti~Application! If the question doe~t apply fill in NA for non applicahle l~Al~l"E "PROPERTY ADDRESS ~'~ ~ ~ ~ ~ '~'`/~~~ QS ~QL~82 SUBDIVISION Magic Suds Required!!! ~~ MECHANICAL Mechanical Contracto~r,'As Name: e ~ Business Name: Address ~~~ OU c 5 ~/ E City State ~-~ Zip ~3Y~~ Contact Phone: ( ) Business Phone: ( ) 3 9 ©~ ~'~`~ Email Fax Mechanical Estimate $ 2~ ®d~l (CommerciaUMulti Family Only) FIXTURES & APPLIANCES COUNT (Single Family Dwelling Only) Air Conditioner Space Heater 3 Bath Fan Vents Unit Heater Range Hood Vents _~ Boiler Cook Stove Vents Decorative Gas Fireplaces ~ Dryer Vents Evaporative Cooler ~_ Exhaust or vent ducts Fuel (gas) piping fixtures or appliance outlets Furnace Furnace/Air Conditioner Combo ~ ~ ~ d Heat Pump ~ - ll Incinerator DEC 2 0 2005 u Pool Heater Heat (Circle all that apply) Gas Oil Coal Fireplace Electric Mechanical Sizing Calculations must be submitted with Plans & Application .Point of Delivery must be shown on plans. Signature of Licensed Contractor License number Date Required! The Ciry of Rexburg's permit fee schedule is the same as required by the State of Idaho 5 . . . . C1TY OF R~:xBUR~ AMERICA'S FAMILY COMMUNITY L~ APPLICATION: "CONSTRUCTION PERMIT" CONSTRUCTION PERMIT #: PERMIT APPROVED: YES/ NO $50.00 FEE PAID: YES/NO -APPLICANT INFORMATION: BUSINESS NAME: , OFFICE ADDRESS: OFFICE PHONE NUII CONTACT PERSON: APPROVED BY: ~ 3 5`Y~ CELL PHONE # (~ ~~r) 3' S"~ _ ~ 6 ~ ~ -LOCATION OF WORK TO BE DONE: STREET ADDRESS WHERE WORK WILL BE DONE: '~~~ S' `~ ~ 4J , BUSINESS NAME WHERE WORK WILL BE DONE: ~Y(.ns, ~c. S ~- DATES FOR WORK TO BE ONE: ~ mac.. © TO d~ ~~ ~ C , o S' CONTACT PERSON: e_ ~~~. ~~~ PHONE NUMBER: (2 ~~s ) CELL # (`z~~) 3S~1 ^ ~~~ ~ PLEASE CHECK THE TYPE OF PERMIT(S) YOU ARE APPLYING FOR: ^ AUTOMATIC FIRE-EXTINGUISHING SYSTEMS ^ COMPRESSED GASES ^ FIRE ALARM AND DETECTION SYSTEMS AND RELATED EQUIPMENT ^ FIRE PUMPS AND RELATED EQUIPMENT ^ FLAMMABLE AND COMMBUSTIBLE LIQUIDS ^ HAZARDOUS MATERIALS ^ INDUSTRIAL OVENS C~' LP-GAS ^ PRIVATE FIRE HYDRANTS ^ SPRAYING OR DIPPING ^ STANDPIPE SYSTEMS ^ TEMPORARY MEMBRANE STRUCTURES, TENTS, AND CANOPIES ,{ APPLICANTS SIGNATURE DATE 6 ~--• ~ SUBCONTRACTOR LIST Excavation & Earthwork: J Ciro ~ ei Concrete: wry`~' ~,~ ~ r3 ~ '~ ~ ~, C~z. J ~'~~~ ~S Masonry: Roofing: Insulation: Drywall: Painting: Floor Coverings: Plumbing: ~ f ~ ~U~ ~~ r !~ ~.~ ~ ~ (~.g r Heating: ~ ~~' ~C~ ~ ~„ ~ ~~ ~ ~ ~b-~-~ , Electrical: _ r /~~ c~ ,1 ~ ~ a-~- ~-~`rQ ~~ ~~~-e Roof Trusses: Floor/Ceiling Joists:_ Siding/Exterior Trim: Other: Special Construction (Manufacturer or Supplier) J ~I~.~ C~ u,~., c: 7 a ° - t: aw, x¢ CITY ©F REXBLIR.G nn~~~cn~s r~~Y co~vtnnunirrr ,~~ ~ 5 1 F .; { ~. .~•.br~a use .._. , .. ~ .. ~,..~~ . ~, 12 North Center (PO Box 280) Phone: 208-359-3020 x313 Rexburg, Idaho 83440 Fax: 208-359-3022 www.rexburg.org blairk@rexburg.org TO: All Industrial Users Date form issued: FROM: CITY OF REXBURG Wastewater Department Subject: City of Rexburg Industrial Wastewater permitting program To Whom It May Concern: All industries that discharge non-domestic wastewater into the City of Rexburg's sanitary sewer shall complete the attached data disclosure form. The purpose of this form is to develop a baseline monitoring report of your facility. This information will be used to categorize your facility according to federal, state, and local ordinances and regulations. If your facility is determined to be a significant industrial user then further sections of this data disclosure form will be required to be filled out. And for all significant industrial dischargers an industrial wastewater acceptance permit will be issued as required, this permit sets limits on the amount of discharge and any pollutants if acceptable. You will be advised as to the classification of your facility. Please take the time and fill out this form and submit it back within 180 days to Steve Murphy P.O. Box 280 Rexburg, ID 83440. If you need further assistance or need help in filling out this form do not hesitate to contact Steve at 359-3035. Thank you for your cooperation. Sincerely, CITY OF REXBURG Plant Operator /Pretreatment Coordinator ~~ s ~~ ~~~ i~ ~ ~~ ~;~~ ,~ ~, ~+~ D E C ~ 9 2005 ~, ~' ~_, 1 • • General Instruction Sheet This handout is section 1 and should be filled out by all existing and proposed mew non- domestic facilities. {Industrial and Commercial establishments} Other sections will be required only if the effected facility has a process wastewater discharge{s}, proposes to discharge process wastewater{s} {i.e. the wastewater is not domestic in origin}. These additional sections will be forwarded if required. The city will be verifying the data contained in the returned forms through phone calls and site visits. Please take the time to fill out the form{s} thoroughly and adequately. {Process wastewater also includes such items as spent solvents and chemicals dumped down the floor drains and sinks}. Section 1-General Information: All questions should be answered. Information should be type written or clearly printed. Attached any requested information as needed. Additional sheets may be attached if necessary. Estimate the average number of office and production employees count for each shift Signing official must have the authorization to provide such information on behalf of the company, corporation, or partnership. If necessary. Simply sign this form and submit it to the city at the address shown below: Proposed mew businesses must insure to answer question number #25. Attachment A}: Listing of toxic pollutants {Priority Pollutants} should be completed by all existing and proposed new non-domestic facilities. Attachment B}: listing of electroplating /metal finishing operations. To be completed by only those facilities engaged in the electroplating /metal finishing Attachment C}: Questionnaire on raw materials utilized. New Customers proposing to discharge wastewater Please supply as much information as possible providing the best estimates where appropriate. This section requires that the data for commencement operations and discharges be provided. 2 SECTION I CITY OF REXBURG 1. _J INDUSTRIAL DATA DISCLOSURE FORM SECTION I CITY OF REXBURG PRETREATMENT DATA DISCLOSURE FORM 1. COMPANY NAME: ~~~~~ ~ ~'°' 2. DIVISION: 3. MAILING ADDRESS: '~2~s Z' ~ ~ Y 2 e ~ ~ ~ . (STREET OR P.O. BOX) CITY: ~. ~-f~si~-~ STATE: ~c~1 c ZIP CODE: ~ ~ `~Yy 4. FACILITY ADDRESS: (IF DIFFERENT FROM MAI ING ADDRESS) STREET: ~ '~- ~'~` ~ CITY: ~-~- ~~- STATE: ~~ c ZIP CODE: 77 k y O 5. PERSON TO BE CONTAC D ABOUT THIS INFORMATION: NAME: ~ ~-~ ~ L~~-N- TITLE: CD c..•, ~ -~ ~ PHONE #: ~o br' ~ 3 s ~ ~ - 7 6 Y f' cs~ T ~- fl~ ~ S ~ - e~ 3~ 6. STANDARD INDUSTRIAL CLASSIFICATION # (FOUR DIGIT SIC) FOR THE FACILITY. 7. FOR EXISTING BUSINESSES: IF YOUR BUILDING PRESENTLY CONNECTED TO THE PUBLIC SEWER SYSTEM? YES NO IF YES, SEWER ACCOUNT NUMBER IF NO, HAVE YOU APPLIED FOR A SEWER HOOKUP? IS YOUR BUSINESS PRESENTLY CONNECTED TO THE CITY STORM DRAIN SYSTEM? YES NO 8. FOR NEW BUSINESSES: WILL YOU BE OCCUPYING AN EXISTING VACANT BUILDING?~ HAVE YOU APPLIED FOR A BUYILDING PERMIT IF A NEW FACILITY WILL BE CONSTRUCTED? IF YES, BUILDING PERMIT # WILL YOU BE CONNECTED TO THE PUBLIC SEWER SYSEM? ~, ~'' WILL YOUR FACILITY BE CONNECTED TO THE CITY STORM DRAIN SYSTEM? YES NO~_ 3 • • 9. NUMBER OF EMPLOYEES: ~~ NORMAL OPERATING SCHEDULE: 2"f HRS/DAY 7 DAYS/WEEK DOES THE FACILITY OPERATE CONTINUOUSLY THROUGH THE YEAR?--~~ IF NOT LIST THE NUMBER OF MONTHS IN THE YEAR YOU OPERATE. 10. IF YOUR FACILITY EMPLOYS OR WILL BE EMPLOYING PROCESSES IN ANY OF THE INDUSTRIAL CATEGORIES OR BUSINESSES LISTED BELOW (REGARDLESS OF WHETHER THEY GENERATE WASTEWATER, WASTE SLUDGE, OR HAZARDOUS WASTES), PLACE A CHECK BESIDE THE CATEGORY OR BUSINESS ACTIVITY. (*CHECK ALL THAT WILL OR MAY APPLY) A. INDUSTRIAL CATEGORIES ALUMINUM FORMING BATTERY MANUFACTURING CAN MAKING COAL MINING COIL COATING _ COPPER FORMING ELECTRIC, AND ELECTRONIC COMPONENTS MFG. _ ELECTROPLATING (IF CHECKED, COMPLETE ATTACHMENT B) FOUNDRIES (METAL MOLDING AND CASTING) _ INORGANIC CHEMICALS _ IRON AND STEEL LEATHER TANNING AND FINISHING METAL FINISHING (IF CHECKED, COMPLETE ATTACHMENT B) NONFERROUS METAL MFG NONFERROUS METALS FORMING ORGANIC CHEMICALS _ PESTICIDES MFG PETROLEUM REFINING PHARMACEUTICALS PLASTICS AND SYTHETIC MATERIALS MFG PLASTICS PROCESSING MFG PORCELAIN ENAMEL STEAM ELECTRONICS _ TEXTILE MILLS TIMBER PRODUCTS-SUCH AS WOOD PRESERVING LIST OPERATION: 4 • OTHER BUSINESS ACTIVITES INCLUDE: ADHESIVES AUTO AND OTHER LAUNDRIES AUTO REPAIR BEVERAGE BOTTLER _ DAIRY PRODUCTS (SUCH AS CHEESE MFG., MILK) SPECIFY: _ EXPLOSIVES MFG FOOD /EDIBLE PRODUCTS PROCESSOR (E.G., FRESH PACK, POTATO PROCESSOR), SPECIFY: LAWN AND FERTILIZING APPLICATORS MILITARY INSTALLATION PAINTS AND INKS PESTICIDE APPLICATORS PHOTO-FILM PROCESSING RAILROAD YARD SLAUGHTER MEAT PACKING /RENDERING _ SOAP AND DETERGENT MFG WASTE RECYCLER ~ OTHER, PLEASE SPECIFY: Q~ ~ 11. DO YOU OR WILL YOU DISCHARGE OILS GREASE OR FATS TO THE PUBLIC SEWER? YES NO~ 12. IS THERE OR WILL THERE BE AN OIL OR GRESE TRAP IN YOUR SEWER CONNECTION? YES NO 13. WHAT IS THE NOMAL FREQUENCY OF CLEANING YOUR OIL OR GREASE TRAP? 14. ARE ANY LIGUID WASTE OR SLUDGES FROM THIS FIRM DISPOSED OF BY MEANS OTHER THAN DISCHARGE TO THE SEWER SYSEM? YES NO ~- 15. THESE WASTES MAY BE DESCRIBED AS: Estimated gallons or lbs. per year ACIDS AND ALKALIS HEAVY METALS SLUDGES INKS /DYES _ OILS AND / OR GREASE ORGANIC COMPOUNDS _ PAINTS PESTICIDES PLATING WASTES PRETREATMENT SLUDGES SOLVENTS /THINNERS 5 • OTHER HAZARDOUS WASTES (SPECIFY) 16. FOR THE ABOVE CHECKED WASTES, DOES YOUR COMPANY PRACTICE: (PLEASE CIRCLE THE ONE THAT APPLIES) ON /OFF SITE STORAGE ON /OFF SITE DISPOSAL 17. BRIEFLY DESCRIBE THE METHOD OF DISPOSAL CIRCLED ABOVE: 18. FOR OFF SITE DISPOSAL PROVIDE THE NAME OF THE HAULER AND THE FACILITY RECEIVING THE WASTES: 19. HAVE YOU BEEN ISSUED_ A LOCAL, STATE, OR FEDERAL ENVIRONMENTAL PERMIT? YES NO •G : IF YES, PLEASE LIST THEM: 20. DO YOU OR WILL YOU HAVE CHEMICAL SROTAGE CONTRAINERS, BINS, OR PONDS AT YOUR FACILITY? YES NO 21. IF YES PLEASE ATTACH A DESCRIPTION OF THEIR LOCATION, CONTENTS, SIZE GALLONS, TYPE, AND FREQUENCY, METHOD OF CLEANING. INDICATE IF THERE IS BURIED METAL CONTAINERS THAT HAVE CATHODIC PROTECTION. 22. DO YOU OR WILL YOU HAVE FLOOR DRAINS IN YOUR MANUFACTURING (MFR) OR CHEMICAL STORAGE AREA? YES NO ~ 23. IF YOU HAVE CHEMICAL STROAGE CONTAINERS, BINS, PONDS, OR FLOOR DRAINS IN YOUR MFR AREA COULD AN ACCIDENT SPILL LEAD A DISCHARGE TO: * THE ON SITE DISPOSAL SYST M YES / NO * THE PUBLIC SEWER SYSTEM ( U LOQR DRAINS) YES / NO * THE CITY STORM DRAINS YES / NO * THE GROUND ~ YES / NO * OTHER (SPECIFY) YES / NO * N/A NOT APPLICABLE NO POSSIBLE DISCHARGE TO ANY YES / NO 6 24. DO YOU HAVE AN ACCIDENTAL SPILL PREVENTION PROGRAM (ASPP) TO PREVENT SPELLS OF CHEMICALS, OR SLUDGE DISCHARES FROM ENTERING THE CITY SEWER SYSTEM? YES ENO N/A NO FLOOR DRAINS AND/OR DISCHARGE ONLY DOMESTIC WASTE (IF APPLICABLE PLEASE SUBMIT YOUR ASPP PLAN) 25. DO YOU OR WILL YOU DISCHARGE WASTEWATER (OTHER THEN DOMESTIC WASTE FROM YOU BATHROO1VIS, TOILETS, and ECT TO THE PUBLIC SEWER? YES NO~ IF YES, PLEASE ATTACH A DESCRIPTION OF THE DISCHARGE AND THE ONSITE DISPOSAL SYSTEM, IF ANY. ALSO INDICATE THE CONTENTS THAT ARE REMOVED, BY WHOM, AND THE ULTIMATE DISPOSAL SITE. THE CITY WILL BE PROVIDING YOU WITH FURTHER FORMS TO GATHER DETAILED INFORMATION REGARDING YOUR MANUFACTURING PROCESS, FLOWS, WASTEWATER CHARACTERISTICS AND WASTEWATER TREATMENT SYSTEMS. 26. ARE ANY PROCESS, CHANGES, OR EXPANSIONS PLANNED IN THE NEXT THREE YEARS? YES NO,~_ IF YES PLEASE ATTACH A SEPARATE FORM DESCRIBING THE NATURE OF PLANNED CHANGES OR EXPANSIONS. 27. ARE YOU A NEW BUSINESS (NOT OPERATING YET OR PROPOSING TO DISCHARGE) IF YOU PLAN TO DISHCARGE WASTEWATER THE CITY WILL BE PROVIDING YOU WITH ADDTITOONAL FORMS TO COMPLETE AND ADDITIONAL GUIDANCE. A. ARE YOU: * A NEW BUSINESS PLING TO OCCUPY AN EXISTING OR BACANT BUILDING? YES«- ~ NO * A NEW BUSINESS PLANNING TO CONSTRUCT A NEW BUILDING? YES NO * HAVE YOU APPLIED FOR A BUILDING PERMIT? YES NO * WILL YOU BE CONNECTED TO THE PUBLIC SEWER? YES NO B. IF YOU PLAN ON DISC ARGING PROCESS WASTEWATER, WILL A PRETREATMENT SYSTEM BE CONSTRUCTED TO TREAT THE PROPOSED DISCHARGE YES NO. C. PROVIDE BELOW A COMPLLIANCE SCHEDULE FOR THE APPLICABLE ITEMS. (BEST ESTIMATE) 1. CONSTRUCTION AND COMPLETION OF THE PHYSICAL STRUCTURE (BUILDING) AND MANUFACTURING 2. CONSTRUCTION SCHEDULE FOR THE PRETREATMENT SYSTEM SAMPLING MANHOLES AND MONITORING INSTRUMENTS (FLOW METERS, pH METERS, ECT.) 3. PROPOSED DATE FOR OPERATION OF MANUFACTURING OPERATION. 7 • 4. PROPOSED DATE FOR COMMENCEMENT OF DISCHARGE. `~ 5. PROPOSED DATE FOR DEVELOPMENT OF ASPP ACCIDENTAL SPILL PREVENTION PROGRAM IF APPLICABLE. 6. THE PROPOSED SCHEDULE: a. CONSTRUCTION OF FACILITY AND MANUFACTURING LINES. b. CONSTRUCTION OF PRETREATMENT FACILITY AND SAMPLING MANHOLE AND MONITORING INTRUMENTS COMMENCEMENT AND COMPLETION DATES: c. OPERATIONAL DATE: d. DATE OF COMMENCEMENT OF DISCHARGE: e. DATE YOU WILL SUBMIT ASPP: QUALIFIED PROFESSIONAL CERTIFICATION I HEREBY CERTIFY UNDER THE PENALTY OF THE LAW THAT THIS INFORMATION WAS OBTAINED IN ACCORDANCE WITH THE APPLICABLE PROCEDURES AND REQUIREMENTRS AS SPECIFIED IN THE FEDERAL GENERAL PRETREATMENT REGULATIONS AND AMENDMENTS THERETO, AND THE CITY'S SEWER USE ORDINANCE. I AM AWARE THAT THERE IS SIGNIFICANT PENALTIES FOR SUBMITTING FLASE INFORMATION, INCLUDING THE POSSIFILITY OF IMPRISONMENT. NAME (PRINT) FIRST AND LAST SIGNATURE TITLE PHONE# DATE AUTHORIZED REPRESENTATIVE STATEMENT I CERTIFY UNDER THE PENALTY OF LAW THAT I HAVE PERSONALLY EXAMINED AND I AM FAMILIAR WITH THE INFORMATION IN THIS REPORT AND ALL THE ATTACHMENTS THEREIN. FURTHERMORE, BASED ON MY INQUIRY OF THOSE PERSONS IMMEDIATELY REPONSIBLE FOR OBTAINING THE INFORMATION IS TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE PSSIBILITY OF IMPRISONMENT. I FURTHER CERTIFY THAT THE SAMPLING RESULTS REPORTED ARE REPRESENTATIVE OF NORMAL WORK CYCLES AND EXPECTED POLLUTANT DISCHARGES. NAME (PRINT) FIRST AND LAST SIGNATURE TITLE PHONE# DATE 8 • * NOTE: I. THE QUALIFIED CERTIFICATION PERTAINS TO THE ACTUAL PREPARER OF THE REPORT IF DIFFERENT FROM THE AUTHORIZED REPRESENTATIVE. 2. THE AUTHORIZED REPRESENTATIVE MAY BE EITHER A COOPERATE OFFICIAL, A PARTNER, A FUDICIARY, OR OTHER DULY AUTHORIZED REPRESENTATIVE IF THIS PERSON IS RESPONSIBLE FOR THE OVERALL OPERATION OF THE FACILITY FROM WHICH THE DISCHARGE ORIGINATES. CITY OF REXBURG'S USE ONLY RECEIVED, DATA DISCLOSURE FORM DATE: INSECTION VISIT (IV) DATE: TYPE OF PERMIT THAT WILL BE ISSUED (WET / DR PERMIT ISSUE DATE: NUMBER OF THE PERMIT ISSUED # STARTED DRAFTING PERMIT, DATE_ SIC NUMBER ISSUED IF APPLICABLE # DRAFTING PERMIT COMPLETE, DATE_ FINAL PERMIT COMPLETE, DATE IF APLICABLE TO FACILITY ALREADY IN OPERATIONS WHEN A GREASE TRAP WILL BE INSTALLED, DATE: Categorical Users: EPA has published specific federal standards tern "Categorical pretreatment standards" there are a total of twenty-six different sets of regulations. Industrial facilities covered by these standards are commonly termed "Categorical Users". Facilities not covered under this term are considered as "Non-Categorical Users". Questions #13 lists the categorical users under part (b). Please forward the completed forms to the address listed below. If you have any questions contact: Steve Murphy at 359-3035. Thank you for your cooperation. CITY OF REXBURG Plant Operator /Pretreatment Coordinator Wastewater Department P.O. Box 280 Rexburg, Idaho 83440 9 Date To: ~~~, ~ ~ ~ ~ ~ f `~ Got~sttltng Engineers and Professional Land Surveyors i~ November 23, 2005 05 ~}~4~2 Randy Landon 2287 West 4200 South 1VLagl C ~, UC~ S Rexburg, ID 83440 Re: Structural and Site Design of Magic Suds building located in Rexburg, ID. Dear Randy, I have completed the structural analysis on the above mentioned building. I have attached the calculations and modified the architectural drawings to represent the structural measures necessary to counteract shear and overturning such as shear walls, hold downs, and foundation designs. Thompson Engineering has also completed the survey and associated site design for the above mentioned building. This is included as an addition to your drawing set. Please contact me if I may be of further assistance. Sincerely, ~SS~ONAL fNG~ ~p~ ~~tSTERF ?% Q ~ ~_A 11630 s,.1 //zs/°sg 09~ ~L o f \ S~P~Q B. Daniel B. Sharp, P.E. ` f~ I ~. _ .._f r :. ;; '{~ j~ DEC 0 9 2005 ~~ 154 East lVlair~, PQ Box 55, Rigby, tQ 83442 Phone {208}745=8771 Fax (208}745-6391 Consulting Engineers and Professional Land Surveyors f« ~ ~ m irl CALCULATIONS AND DRAWINGS For Magic Suds Located in Rexburg, Idaho Codes Used for Analysis: IBC 2003, ACI 318-05, ASCE 7-02 Table of Contents: Loading 1 Seismic Load 1 to 4 Wind Load 4 to 5 Anchor Bolts and Seismic Hofd Downs 5 Footing Design 6 Simpson Strong Tie Data 8 ~SS ~ONAt FN\ QQp~ ~~ 15 T~ERFO ~2FF ~wo~ ~ 11 630 09~ ~~ ~g ~ S~P~ Daniel B. Sharp, P.E. 154 East Main, PC3 Box 55, Rigby, ID 83442 Phone (208)745-8771 Fax (208}745-6391 y LarJ ~~i~ ut ~c: sz.~ C77 U: U1 Q G ~. uTG C c'~ r vc~~~ r.~ N ~. h7 CV N I° .. ti F: ~: A 1 ~`: ~'~ i .~ rry d r !~ ~xL'weC~ r~e.5 ~.~v ~r,1 m~~r'ao.U l~,ca„~r> ~''j`!Lr'`~L- 3Sg - 3a2o c'xT, .'.~ 2 ~% ~ocL CN,2aST~r~^~ i +~izE`s !~i'riG: aG ` L;aZ <.:t..~.y: s~3 S i s>~w Cok,o - 3 ~ Gs f iZ7a; ~ . ~o ~'S~ ~~ ,~ B sUGs~ ~^eovKQ eGc. 1, U (~ = t , v ~,~ Sv~~G - 9ops~ %,~ ~ I, ~ ~~,_~oSwz~ ,b 3 ~ac~ c ~~~~ c~~~ ~ !lcto~.~~~ Se , ~ r'~>~~~~ - ~ ~~s ~ <n~o s~ ~~ • L~,s i s i4~•.uy~ s , ~ /r5/LrGr,ON ~ Cruz`. co.~ ` ~c~~s~ Csc.,~ ~~ C~Rra~~a, I i ' ~~aAa ~y CJr~s„`^,~L us EyRawP .~ STi2ciGTt~2€ I ~ ~ C/9' T~ Csoz y / 1s ~, 2.S s~.ls ~ Lc ~2~ i Sew , z ~S ~= 1, 2 Sns ~ ~ S ps . a Sw.S 501 = % 5.,,.. s ~s = 3 (o~79y~ . o, gzq ~~,s., .4z.. !r ~ i r t~ ~ L.~Xg 5 `'. ~ Fv Sti = 039, s jD~, ~_ ~ `raaz~ g~S,z.2 CcoNs~,2J~T~~r~ ~~~.'V ri-R,~a ~ ~3o~fo0~ _ /So0-FE'- `i2~sTn1, ,, y- ~ ~~::~ ~,~tc.. ~- ~ OH r'~ WEIC,~+rs ~- ~ ,,r l~~ 13oa~'/C2~~~-~ = 3v~~ lbs _ 3ok~~s ~~ s~a~ E , (,"~~,°'~ ~,? w C ~ WElvFl7'= 17'- )O rrC rkuztnt~, :~ ~ -~' ~ ~ l'r4cl t / .3 17, 8'3 ~ ~5 ~s-~ S ~ 2. c 7. S ~t S~~J Jae.c, v~re~,~-s = !7'-jo = ~~gz ~,s,;s~~ ~ 26~s% I ~„, '~ J s ~ N FS ~~I P'N z f~2 RANDY LANDON Z/ Date and Time: 11/22/5 2:24:41 PM • MCE Ground Motion -Conterminous 48 States Zip Code - 83440 Central Latitude = 43.763462 Central Longitude = -111.609017 Period MCE Sa (sec) (%g) 0.2 060.6 MCE Value of Ss, Site Class B 1.0 019.3 MCE Value of S1, Site Class B Spectral Parameters for Site Class C 0.2 070.3 Sa = FaSs, Fa = 1.16 1.0 031.1 Sa = FvS 1, Fv = 1.61 Spectral Parameters for Site Class B 0.2 060.6 Sa = FaSs, Fa = 1.00 1.0 019.3 Sa = FvS 1, Fv = 1.00 Spectral Parameters for Site Class C 0.2 070.3 Sa = FaSs, Fa = 1.16 1.0 031.1 Sa = FvS 1, Fv = 1.61 Spectral Parameters for Site„ Class D 0.2 079.4 Sa = FaSs, Fa = 1..31 1.0 039..2 Sa~'= FvS1, Fv = 2.03 f Spectrum for Site Class D Period MCE Sa (sec) (%g) 0.000 031.8 T = 0.0, Sa = 0.4FaSs 0.099 079.4 T = To, Sa = FaSs 0.200 079.4 T = 0.2, Sa = FaSs 0.494 079.4 T = Ts, Sa = FaSs 0.500 078.5 0.600 065.4 0.700 056.1 0.800 049.1 0.900 043.6 1.000 039.2 T = 1.0, Sa = FvS 1 1.100 035.7 1.200 032.7 1.300 030.2 1.400 028.0 1.500 026.2 1.600 024.5 1.700 023.1 1.800 021.8 1.900 020.7 2.000 019.6 P~riad, ~~~ W1CE 5a, ~ a.a4 a.31x a.14 a.~rs~ a.2a a.ts~ a.54 0.785 a.6a 4.651 Q.7a a.561 4.84 a.~191 a.94 0.136 ; 1.aa a.3&? 1.16 a.357 1.24 a.32T '' 1.3a a.3a2 1.-1a a.2$a 1.54 x.262 1.54 a.2~15 1.7a x.231 1.8a x.218 1.94 a.~a7 z.a4 0.1ss ~/ iZ,~,~ay L~~~~ ___s_ ~tl~ w~rc~Nr t ~o% jnJ ~ , /.Z G 7, s / ) 3 0 ~t~ f- 30~0~ ~ -f~ 1 /,;oz3 ~'€ z ~~a4P5-~~ ~~ z~% ( 1~ W,~ . ~l~ OZS ~wi _, ~wZ _- L ~w ~ ~.~a , 73~ i WS = w,~ . ~I y,®z s ~ st = Ira' Z = ~NZ .- Z, 32~', ~1Z ~ W ~` ~'. Ww ; 5a~z5d ~ ~ r~j{J\) 0P 1 ~N/ ~ ~' 1 ~ O r J G '_l~ ./ J `~ ~ j S r~ T E ~ ~ J~ t7 . '7~,`~' 1'r~ WI~-D 1,oaA ~S = /2J- fS3 U ~- i. o ~, . 1, o ~s~P. 3 z6~ ~ Q ~s- ~,axr,~J{~~, i ~s~~ ~ ~~.i~~T ~~ o . i y ° ~.asr'~ N~sj"' ~+ ~- ~ a~ ~ N ~-S w ~ ~-t 5 ~AS"f q- 4.1 o-RY H- r S m .~ 'i t~E ...~ ~ L L S = ~/ ~r / ~rS ~,~ CJ 7 ~-3 ~{J = ~ ~~ U G 3 ~.~ ~~5~ w a LL . /~, / i'S~ ~ GIS .Cf~ = 1 ~.~c r ~J ~.b. W 1..-.h ~ s C-~~Q.y <+ Z~ 3"~i a ie3 Se ~ s-~• r ~ -~ W t er~j ~a^3s W2,G+~. S SH~2 ~ ~ bl/~ LL.S a ~~rrvscr o2i~~5 ~287b~3 (3~ v ~.OZ..~ w z ire S Z i~NO~ L^r-e?~..a (t; L7 ~- i- F eJd 'St l'J ~~:~ ,_ ~~~ O G G i-6 G O r (~J r, r Q .~ t~!NN V CV C~! ~;°i r~ ~,, a4 LL is ~N~~- w ~ ~-~~ ~~ ~~7.6~~~.~ 30 I ~ T~ ~Q l m<.Jy ~' _ std. ~-~ r. t i Rio =sr. s _ YY. YfS~~ z y s S,W.'. SaJ ~G ! S~f'~+9'rffi ~ l +' L S a'"X~PL~'S ,SCE-7~ S~~i~~~= G ~~~ /^.aS' ~{'t~ ,~ ,. a~ sw dpi ~ ~~~t~~ _ ~ ~~ ~/a ~a r~ a r sw '~~J~ ,~ .a ~ D ~ +n.g L~ ~ I V',G ~ 6 ~ So ~~~ Z ~ fr'~R~. /~ r-. ~ ~r 4, , Non k ~C7 - JG"'LLo-'' ~.a'~.~. ~.at-r~.~.c. a r ~ = ~j,S3 ~~ r1.~.r.w.,.., r3vz7' t7as7-A~~ ~a etc., ~ ,~ ~, = S,q ~3ozrs . (~ ,E,~G~s ~ O K F~2 ,~ ~ Np ~ s,..~~ T~~ s~~ ~y . ~l X05 S !,~ 5 .+< < G _//77 . 2 f ~~Jl~3 !- ~ z ~!~ _ ~ ~ ~~s S ~~ = 1 ~~ - r~c~?-K~ ~ F~ t~oc~2 S``g-_ ,~S r ~ l 1-y o N 4S° coR .~•r ~s,~ . ~ y ~.~e~ ~ . Ta ~, ~ ~, -7--~2 S ~ ar S M a c. t? ~4~ ~ CN~K E W r.J a GAS _y Set .~~ =i s ~ _ (~~~, '/,.~~-)Ci~~~ ~ 1770 ~ 3 ~~s waL~. ~E pTtr Or' r=~~~+R,~ ~'s~ns ~ ~G X ~nanl~~kc^~ _ ?+, .ca ~ ,/C<7~~:a.. i ~ w,As, Cr -~' j+/e;.~ e.~~.z:r' '~' ¢.,} ~,9LL Lo ,~ a ~J ,~> - __ . _ , _- _. __ . ~RnrJ c~ LdJrr~v.J _.. _ S - -_-- G ~~ --- j/~o ;~~~i~ rz ~ _ ~o~~Jf "_ W ALA ~i-~i nk /~CDk. ~/t~....L.s~S 3~o;~sL ~~ ~ ~~'~~~ ~,~~ ~Qo~~ ~~~~ ~ ~. ~UO~f~ ~~~J = z 9oP~ gam- Y~ t/, ~ ~,s ~- 1 Z / L ~3'~' ' ~. 3s_6 SS ~- i* ' __ -Z, ~ L ---z~ ~.oy -~~ z ~dlUbr~~ SO } ~p-t c7 ~ C+ ~ .~,~1 ~ ~_ ~: ~~~ /~02 c z ~~ c_ ~3~-,e ~ ~„ ,:,~,.; ,~ ~, ,j _ Z~-. ~ y Baal. ~~ ~~ilp, G, ~ ~~ -_ ~i ~ ~~n.~u~ ~~mpscm,~rrong- i to ~ LJ lHl)/STHD Strap Tie Holdown http://www. strongtie. com/products/connectors/LS THD-S TPID.html • ~~dsllG~S LtTEttRTtlRI: TI~RI;€tc>J: M17~4~~ ~ICS'FOG~t=B ~ttlrt ~_ Searuh n6t}uf t4~ Home > AU Pro.dusts -_Al.phabetcal_.1_ist 4ilki!~re to 6u LSTHDISTFiD Strap Tie Haldawn ~~4L Please note: information on this web page was updated July 2305 ~.. _ ~~ ~dk ; fdr i`;r~r hattte E€itert,istir~nffi. The latest version of the STHD Strap Tie Holdowns incorporates many features that will improve installation and performance. When used in conjunction with the tr M te® you have a system that prevents both parallel and perpendicular movement relative to the form, allows for accurate location of the STHDs and reduces the possibility of spalling (and therefore avoids costly retrofits!). The STHD is an embedded strap tie holdown with high load capacity and a staggered nail pattern to help minimize splitting. Features ~ Frrter v+~rsion 4ratalc~g f'CF ~ rs~a=1 th%s page te~ a `•ratnd 3 , v~~ Load Table Gallery of images Code Reports Drawings Related Catalogs Related Categories • The strap nailing pattern allows for nailing to the edges of double 2x's. Technical Bulletins • A slot below the embedment line allows for increased front to back concrete Fliers bond and reduced spalling. Heip for downloads • Strap nail slots are countersunk to provide a lower nail head profile. • Rim joist models accommodate up to a 17" clear span without any loss of strap nailing. • The built-in tab holds the STHD away from the formboard, reducing spalling and costly retrofits. • The StrapMate locator line allows for easy inspection of proper embedment depth. Material: LSTHD8, LSTHD8RJ - 14 ga, all others - 12 ga. Finish: Galvanized Installation: • Use all specified fasteners. See General Notes. • See Post Tension information. • Install before concrete pour with a StrapMate, or other holding device. • Nail strap from the bottom up. Strap may be bent one full cycle. • Bending the strap 90° to aid wall placement may cause spalling behind the strap. If the spall is 1" or less, measured from the embedment line to the bottom of the spall, full loads apply. For spalls between 1"and 4" (see illustration), the allowable load is 0.90 of the table loads. • For two pour installations spalling is measured from the first pour. • Where fewer fasteners are used in the structural wood member, reduce loads according to the code. • Unless otherwise noted, do NOT install where: (a) a horizontal cold joint exists within the embedment depth between the slab and foundation wall or footing beneath, unless provisions are made to transfer the load, or the slab is designed to resist the load imposed by the anchor; or (b) slabs are poured over concrete block foundation walls. • To get the full table load, the minimum center-to-center spacing is twice the embedment depth when resisting tension loads at the same time. • There is an increase in the amount of deflection if the strap is installed on the outside of the shear panel instead of directly to the framing. • Foundation Corners: Nail quantities may be reduced for less than le corner distance design loads -use the code allowable loads for fasteners in shear. • To tie double 2x members together, the Designer must determine the fasteners required to bind members to act as one unit without splitting the wood. • Additional studs attached to the shearwall studs or post may be required by the Designer for wall sheathing nailing. of 5 11/23/2005 3:37 PM ~tmpscm strong-l to ~ LSTHD/STHD Strap Tie Holdown Gallery: http://www. strongtie. com/products/connectors/LSTHD-STHD.html top roll over images below to see larger image L ;-~ 1 I to :~.. ~. ~t~1D7t~, 5i}iC1a ~ ~' eU I~ _ F,• ~~. __ ~ 4. - ~ _ STHD New STHD with Nails are U.S. Patent Built-in Tab Strapmate countersunk 5,813,182 Feature for a low profile strap image surface updated July . 2005 _+ - - Typical Typical STHD Typical STHD Typigl STHD14RJ Edge Comer STHD14 Rim Joist Installation Installation on Two Pour Application (for two pour, 3-2x studs Installation see footnote (for two pour, ima a g 5.) see footnote ima e g updated Jufy ~') updated July 2005 image 2005 updated July 2005 roll over images below to see (arger image srl~P STYt,~ - {i0R[Zgif,ITAL HOI~ON~'fJ , __ ', P~tOJ~f~T101~! OF Efv1BEDL~IJED ,,_ _ .~~___ P~DRTt01ti1 i OF STa~Af~ Ht71,C0~vr~, _ ~_ I4 SLAB '.......~ t~~AX, le .~ ~a~aT~ ~ra~ ~4 f?~EAR Wl't'~tEN f 1 .._..,.... .._._,_. _ h(ATCHECt Alice ', i fdIAY 8 COt~dCRETt ~ FOt~D,~TI0t+1 AE8/iR) ' Fcaur~I~ATtt~ra ~0~ ~~ ~I=~n To BY OTii'EE1S BE TIES} Tb f~EHAR of 5 Single Pour Rebar Installation Two Pour Rebar Installation image updated July 2005 image updated July 2005 *Maintain minimum rebar cover, per ACI-318 concrete code requirements. spalling Load Reduction! '~: .~ If strap is bent horizontal 90° during installation, and then bent vertical for nailing to the stud, concrete spalling could result. Load reductions may apply, see installation note. Spall Reduction System for STHD and HPAHD Features Benefits Built-in tab Holds STHD away from the formboard, reduces spalling and costly retrofits and prevents movement of the STHD back into the formboard. 11/23/2005 3:37 PM ~unps~an ~uong- t ie ~ LS'1'HD/STHD Strap Tie Holdown http://www.strongtie.com/products/connectors/LS THD-STHD.html • No additional labor. Load Table: l ~ StF Lett0f~ ~ Allowable Tensien Leads {t3F,f5P/HFtSFF) {l33 & 1fi11J 141srr ' !N d l R1 ~-~ = Ead dis~nce o a : n. Ott ~t~~~rd l Aim ,lorst item `Riot ~` ie ~ hl a; fs ~ Zti(Mp ~ '' l , - ~#~BII i. 5ld I ,l~isf Mad81~h9odel bra ~ ,~« ~S~ ~ ~ ~~ ~ It ~ t~~ le ~~~ - ~r~'~, 20Qi1 psi. Gon~re#e l 25H p;:l Gor~~rete .3008 psi G4n LSTlfpB i LSTFiBPJ ~ ~ ' 21?'e ~ 35y ~ ---?' b'~ sinker 591 t o~5 t 0a5 , ~~~ ; ' S ~5 1525 ~ 1025 ~ 95;) 19 SO ST#iQB.! ST~~IDBf~J 8 21;~ ; 35y 8 2- s6ci sinker 71f7 i?r~0 2G50 ! 2345 ~ 198~J 2.210 ' 2385 21 ?.5 237~J ST-It7'tn / ST1~R #0RJ `.: ~ 23~ ! "rib 10 28~-`E.6ci sinker "E#}~a5 ` 2~J35 '~ 2575 ', 2fi'E~ = ~88q ~;~~ ~ 33 Ha ~ 3t35' ~ uT£iD141 ST##R14FaJ ~ ,6 3~;~ € 39~ ` }~. 3B-'E~ sinker 't54i80 3235 ~ 422L' 4805 138017 ; X295 4805 43E5 435 LSl`11D8 / L~1`I~OBRJ 8 , a ..~ ~..~ 2#~ 35v $ 2~-16d s'€nker aai 8 1 n~5 I 1 Fr95 I 1 b95 i ' 825 t $~5 ~ 2~~> t 950 1 X50 STrlL~$ t ST~108RJ 8 21 ~ 35y ,~,~, $ 24 1Ed sinker ,..-.~,. ~, 7 t r 2,~ r ~ (2370 1 ..~«~ 3196 2,.;~5 2370 ~ 31 Bo X370 2'~r ~ ST~ICI~OASTD1d1R.t !~~ ~);; ~~ ; 10 ~0-1f~i sink~t i178~}, 2745 ~ 2?~ ~ '3T25 r'~990 ~ ~~9Q 1 372x. 323-0~323Ct~ j ST€iDi~~'Sl"t1CJ14R,1` . 6 ~ 31r''N ~ 3glb ~ ~~ g8-1~d NsnhEr 1'453 38$5' 4430 ~ ;,ar85 ~ X1$0 : 4:~3q 57$5 4~3J 443d'-- 1. 'RJ' after the model indicates STHDs for rim joist applications, e.g. STHDBRJ. 2. STHD14RJ on 8" stemwall requires 30-16d sinkers, with the (le) load at 133% of 4960 lbs. 3. 10d commons or 12d common nails may be used with no load reduction. 4. Minimum nail end distance to prevent splitting is 10 x diameter, 1 1/2" for 16d sinkers, 10d commonand 12d common. 5. For two pour with 4" stab or less.. The STHD14 load at 1/2" end distance 2000 psi is 3235 lbs. and 4220 lbs. at 14" end distance. The STHD10 at the same condition is 2035 lbs. for 1/2" end distance, and 2750 lbs. at 10" end distance. 6. Allowable loads have been increased 33% and 60% for earthquake or wind loading with no further increase allowed; reduce where other loads govern. 7. Strap may be bent one full cycle. 8. Calculate loads using straight line interpolation for comer distances between 1/2"and 1 . e 9. STHD14 and STHD14RJ installed on HF/SPF in an 8" stemwall: the le load is 5280 lbs. of 5 11/23/2005 3:37 PM ~tmpstn strong-lie ~ L51'Hll/STHD Strap Tie Holdown http://www.strongtie.com/products/connectors/LSTHD-STHD.html • Ga. cie.._Reports (PDFs) See table above for specific product code references top ICC ER Reports (formerly ICBO Reports) about the ICC Code Ref. 32: ER5349 (387k) LSTHD/STHD Series Strap Ties Code Ref. 28: ER5275 (460k) Light Gauge Steel Applications: LTB, LTS, MAS, MTS, S/A23, S/H1, S/H2, S/H2.5, S/H3, S/HD8, S/HD10, S/HD15, S/LS50, S/LS70, S/LTT20, S/HTT14, S/MST, S/PAHD, S/HPAHD, ST, TB, A21, A23, CMST12, CMST14, CS16, CS18, CS20, CS22, HPAHD22-2P, L30, L50, L70, ICFLC, S/JCT8-14, STHD8,STHDIO,STHD14 Florida Statewide Product Approvals Gode Ref. 122: FL503 View the products covered in FL50 Code Ref. 121: FL474 View the products covered in FL474 Drawings (DWGs) To download drawings, right-click or Ctrl-click on the link, then choose "Save Target As..." top Perspective Download the Simpson STHDEDGE STHDIN TWO POUR STHDTRPL STHD SPALLING AutoCad Menu STHDI4RJ Orthographic LSTHD8 LSTHD8-F LSTHD8-L LSTHD8-R STHD10 STHD10-F STHD10-L STHD10-R STHD10RJ STHD10RJ-F STHD10RJ-L STHD10RJ-R HD STHD14-F STHD14-R STHD14RJ STHD14RJ-F STHD14RJ-R STHDS STHD8-F TS HD8-L STHD8-R STHD8RJ STHD8RJ-F STHD8RJ-L STHD8RJ-R Related Gatalog Pages {PDFs) C-2005 (Wood Construction Conne to rt (361 k) C-HW05-R Hiah Wind Resist ance (Sh earwall Holdo wns (215k) C-HW05-R High Wind Resist ance (He ader Anchora ge.) (93k) Related Categories Hlo ns Holdowns - Wood~g~~ncrete High Wind Resistance• Header Anchoraae High Wind Resistance• Shearwall Holdowns Tech. n..ical.._Buifetins (PDFs} T-HEMFIR03 (750k) Holdowns for Hem-Fir Lumber (Replaces T-HEMFIR-R3) T-TRACKERHAL04-R (101 k) Trackers Color-Coded Nail Applications with Halsteel Fasteners (Replaces T-TRACKERNAIL02) T-POSITIVENL04 (83k) Positive Placement Nail Applications with Paslode Fasteners (Replaces T-POSITIVENL03R, top To order free catalogs by mail visit the Literature Order Form top top of 5 11/23/2005 3:37 PM .~uuy~int o u ~tt~- t to ~ LJ 1 ti1J/J 1 til) Strap ~1'le F'lO1dOWIl T-POSITIVENL03, T-POSITIVENAIL) http://www.strongtie. com/products/connectors2STHD-S THD.html T-AIRNAII 05 (88k) EZ CODETM' Nail Applications with Air Nail Fasteners (Replaces T-AIRNAIL02) T-BOSTITCH05-R (233k) Applications with Bostitch Metal Connector Fasteners (Replaces T-BOSTITCH05) T-STRAPTITE05 (80k) Hitachi Strap Tite Nail Applications with Hitachi Fasteners T-95WFCM05 (1 mb) Simpson Strong-Tie Companion to the AF & PA Wood Frame Construction Manual, 1995 Edition (Replaces T-95WFCM03) Fi.ers (PDFs} F-STHDTAB05 (105k) STHD Built-in tab plus! (Replaces F-STHDKH) F-WIND05 (468k) The Effects of Wind F-OVERTURN05 (430k) Addressing Overturning (Replaces F-WCHOVERTURN03) Need. help._w,.ith downlgads? Home ~ About Simpson I Contact Simpson I Browse Products Limited Warranty I Product Use Information ~ Parent Company Stay informed! Sign up for Simpson's newsletters Copyright ©2005, Simpson Strong-Tie Co., Inc. All Rights Reserved Contact Webmaster with questions or comments. top top of 5 11/23/2005 3:37 PM