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PRE 2010 DOCSCity of Fridley Permit No. AT TK TOP OF THE TRIM$ s_______, PLUMBING PERMIT APPLI CAT I01I COP4I�VHITY DEVfFLC 4�FHT DIV, PQOTCCTIVH 1%2--ZCTMI MPT. CITY HALL FRIM V IEDQZ -C i w6 zlZA Feay. DATE PA®E B..2 &FIFROVED By .J M -00-]44J® 1., - ,1 ,A 0 2 15 73 1 Z 800 • Job Address / G Q b 0 mel e _-- Tier Address P$ione i LJvI'�1 �t� Contctor Address Phone ra O Kind of uilding Use Completion Date Estimated Cost I Plumbing Fixture Rates; NO. RATE TOTAL zt IJ I �I Number Fixtures x $2.00 3 � Future Fixtures -3 x $1.50 stl9� New Fixture -Old Open. x $1.50 I •lddtl � Catch Ba6tn x $3.25 Water Heater -99,000 BTU �� x $3.00 3 •o O ,SM 'SUO7� Ground Run Old Bldg. x $3.25 1 I 1 'MNltla I I' ' I I Elec. Water Heater x $2.00 � SN19tl9 a. y� 1401VO I I I I w Gas Fitting Feeso _I snlrvao I I I e_ aoo1� lst 3 Fixtures $ .00 4 O X 2 :� � 10 , I sa�iAowSl 0 � ( 1 � ( Additional Fixtures $ .75 X 0 a d1NMUO aNnod M v Gas Plange-199,000 BTU x $5.00 sAtlali�l ,� R V HsvM I I II Re airs & Alterations —_OR See Description; Code sNlstlel I I State Surcharge 50 I rn_ sena I TOTAL FEE $ �a-U wlvsl The undersigned hereby makes application for a permit s,tlNlanl I I I I for the work herein specified, agreeing to do all work 91a9o�ain I I U strict_ accoa:dance with the City Ordinances and ruling of the Department of Buildings, and hereby declare that a31vM all the facts and representations stated in this applicat' n are true and correct. rid GA S igna tL , Date ' City ®f Fridley I Bu�a�cT Permit No. -----� r AT THE TOP OR THE TWINS P, - � HEATING PERMIT APPLICATION a.-------;GOQ4IdVNITY UEV&LOPMENTDIV: i "OTECTIV19 k%'-GT10-P4 MPT. At r».I i CITY HALL FRIDLRY 0042 -...J`a.° 1.d eta-00Q-34-50aev.. PATE PAGE OFPPROVED NY 910-F17A 0 2/15/73 J 1 1--r 800 Job Address ner AUdress Phone � O r Cont tO Ass one in of Bui i g Use Comp etion ate �� st ate ost GF;tPaVT_`h'Y tgl�.k=1F� f►Y&Z: A�� `Y®gA.t. Heating/Power Plan Furnace Shell & Duca Work ................ ..$10.00 $ Steam Hot W t Warm Air Replacement of Furnace ..... 6.00 $-- Repairs & Alterations --up to $500.00 6.00 $__._ _ .__— Trade Namev— Repairs & Alterations each add. $500.003.00 $—_- _ _ Size No. UMC, WAmf AM Capacity Sq. Ft rurnace Shell & Duct Work to 120,000 BTU ...... . ..$10.00 $ EDR BTU An. each add. 60'000 BTU ' ... ' . ' ' ' ' ' .. ' . ' ' . 3.W b Total Connected Load Replacement of Furnace . . .. ..... Repairs & Alterations—up to $500.00 6.00 600 $ $ Kind of Fuel Repairs & Alterations each add. $500.00 3.00 $ Burner STEAM or Floc' WATER SYSTEM Trade Name Furnace Shell & Lines—to 400 sq. ft. FZR Steam @10.00 Furnace Shell & Line to 640Size sq. ft. EDR Hot Water 10.00 $__._ . NO . Each add. 200 sq. ft. EDR Steam $.00 $___ _._ —,.. Capacity Sq.Ft Each add. 320 sq. ft. EDR Hot Water 3.00 $ EDR BTU Ton. OIL BUTINER—to 3 gal. per hour 6.00 $ over 3 gal. per hour See Fee Schedule GAS BURNER (up to L3,000 BTU) 6.00 $ over IS9,C00 13'Y'I.7 See F" Schc-duly GAS FITTING F'=Z: NO RATE TOTAL 1st 3 Fixtures x$ 2.00 $ Additional Fixtures x .75 $ Gas Range to 199,0 AIR GOefDIT7On. IVG FART HEATING SYST VENTILA T 1270 SYSM4 ALTERATIONS ft REPAIRS ROUGH FINAL_ & - / 7 - 7 f x 6.Q0 $ .50 State Surcharge Sea Fee Sehoel"le $ TOT,P.L r -.: $ e SUBURBAN AOR CONDITIONING ®, ' 94N MITER 9 IVE �gnature MINNEAPOLIS, ^, ,rt„ 1( NES0TA 55432 50 , SUBJECT PERMIT City of Fridley 123 AT THE TOP OF THE TWINS BUILDING PERMIT r � ECEIPT NO COMMUNITY DEVELOPMENT DIV. PROTECTIVE INSPECTION r ; SEC. p .yb / CITY HALL FRIDLEY 55432 • •�� NUMBER REV. DATE PAGE OF APPROVED BY ----� 612-5sa345o 91.0-F15 10 111/73 JOB ADDRESS 990 - 68th Avenue N.E. 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. 4 1 Michael Servetus Addition SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Ken Vos 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO. Amber Construction 6070 Stinson Boulevard N.E. 636-7880 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP o PHONE LICENSE NO. 5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO. 6 USE OF BUILDING Residential 7 CLASS OF WORK ¢� NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE 8 DESCRIBEWORK Construct a 42' x M� Dwelling and a 24' x 24' Garage 9 CHANGE OF USE FROM TO STIPULATIONS Provide a hard surface driveway. Provide a verifying survey before capping. Owner and Contractor agree to hold the City harmless for any water damage in structure due to malfunction in City outfall. Walkout is approved if basement floor is maximum of 1.0' below top of curb in front,. SEWER LOCATION: 12" Sewermain is available on 68th Avenue but service is not extended to property line. WATER LOCATION: 6" Watermain located 5' south of Sewer Main. MUST BE TAPP FOR PERMIT REQu1RED SEPERA-TE AND SIGNS. EATING, PLUMBING SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, TYPE OF CONST. OCCUPANCY GROUP OCCUPANCY LOAD VENTILATING OR AIR CONDITIONING. Wood Frame THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONING SQ. FT. CU. FT. AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT R-1 1220 & 564 30,000 Tota ANY TIME AFTER WORK IS COMMENCED. NO. DWLG. UNITS OFFSTREET PARKING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION I STALLS GARAGES AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS VALUATION SURTAX AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED 24 161 WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT a $12.08 DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PERMIT FEE SAC CHARGE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- $56.00 $275.00 STRUCTION OR THE PERFORMANCE OF STRUCTION. PLAN CHECK FEE TOTAL FEE In,$343.08 ,4'14 -NATURE OFCONTRACTOR ORAUTHORIZEDAGENT IDATEI iSIGNATURE WH"PROPV I AT THIS IS R P RMIT OF OWNER IIF OWNER BUILDER) IDATEI 50 , At a regular meeting of the Board of Trustees of Michael Servetus Unitarian Society, Inc. held at the church in Fridley, Minnesota at 8:00 P.M. on October 10, 1973 the following Resolution- was duly adopted by a unanimous vote of said Board as follows: " Resolved that the special assessments of the City of Fridley for improvements arising from the platting of Michael Servetus Addition, if any, be spread entirely on Lots S, 6, 7 & 8 of Block 1 and that none be spread, if there be any, on Lots 1, 2, 3 & 4 of Block 1." That a copy of this Resolution be delivered to the finance office of the City of Fridley, Minnesota and additional copies to each of the purchasers of Lots 1, 2, 3 & 4, Block 1,.Michael Servetus Addition. �✓i Chairman of the Board ATTEST: I attest this to be a true extract of the Minutes of Michael Servetus Unitarian Society for the date indicated. Secretary Main Office 784-6066 UBURBAN 6875 Highway No. 65 N. E. NOINBERINQ Minneapolis, Minnesota 55432 ice,—INC — - South Office 890-6510 Civil & Municipal Engineering • Soil Testing 151 West Burnsville Crosstown MF] Land Surveying • Land Planning Burnsville, Minnesota 55337 October 16, 1973 Amber Construction, Inc. 6070 Stinson Blvd., N.E. Minneapolis, Minnesota 55432 Attention: Norman A. Dalberg Dear Mr. Dalberg: Re: Lot 4, Block 1 Michael Servetus Add. At your request we observed the muck excavation and backfill of the above lot. The peat was removed down to satisfactory mineral soil. The replacement of the peat with granular material appears to extend sufficiently outside the footing line to contain a 1:1 slope from the outer edge of the building footing to the bottom of the excavation. v Density tests on a modified procter basis indicated adequate compaction was utilized. The results were as follows: LOCATION DEPTH BELOW A SHALLOW DENSITY TYPE BASEMENT Approximate N.W. corner of building 6" 95.0 Approximate S.E. r corner of building 60 94.9 Approximate center of building 1' 91.8 On the basis of the foregoing the subfooting work is satisfactory and no substantial settlement should be expected. Sincerely, SUBURBAN ENGINEERING, INC. /,.L/, A__` Ob7 zlt.� William K. Meyer, P.E. WKM/ rp CC: City of Fridley, Darrel Clark Robert Minder, Reg. Eng►. L. A. Rathbun, Reg. Sum. , Wei. K. Meyer, R% knV. Wm. E. denten, Reg. NOW. 16" A Dwyer, Reg. Saw. S9, §- 6 City of Fridley Sm ECT Permit No. - AT THE TOP OF THE TWINS BUILDING PERMIT APPLICATION Receipt No. r ------- COMMUNITY DEVELOPMENT DIV. PROTECTIVE INSPECTION 011". CITY HALL FRIDLEY 55432 412-560-3450 N"ER REV. DATE PAGE OF APPROVED BY 910_F14 1 0 1/15173 1 1 Ron Job Address: Legal Lot: No.Block ITract or Addition.'-- See Attached Descr. Sheet Proplyty Owner Address Zip Phone Co tractor Address Zip Phone License NO. 714? " 07 S T// e4 -,J 4( 3 C -7S-,-r0 - ALchitect or Designer Address Zip Phone License No. Engineer Address Zip Phone License No. Use of Building Class of Work Remove QI—ew, 0 DAlterahon 0 BMove Addition Repair Describe Work Change of Use From To �SPECIAL ASSESSMENTS: If lateral assessments have not been placed on this property, an agreement must be -signed, agreeing to assume such lateral assessments before a permit will be issued Agreement Necessary: Agreement Unnecessary: Finance Director bUTSIDE UTILITIES: Z Sewer Elevation: Water Elevation: 0 Stub Location: Stub Location: Uj (A BUILDING INSPECTION Plumbing H.V.A.C. Electrical Fire Insp. Signature & Date Approved cr Registered Engn. Stamp. Legal Description Check Exterior Devel. Check Performance Bond Check Easements, R/W, Special Agreements Final Approval Date Certificate of Occupancy Date I ,FOR CITE -Ai SE 0 DIMENSIONS • '00" " Length: Height: Cu. Ft. Width: Sq. Ft. Accessory Buildings:. Length: Height: Cu. Ft. d� Width: Sq. Ft. VALUATION: Sq. Ft. X Cost = Valuation ) TotAl Valuation Basement X Cost = Valuation ) PERMIT FEE: Residential Total Valuation Fee a $1.00 to $500.00 $5.00 $501.00 to $2,000.00 $5.00 for the first $500.00 plus $1.00 for each additional $100.00 or fraction thereof, to and including $2,000.00. $2,001.00 to $25,000.00 $20.00 for the first $2,000.00 plus $3.00 for each additional thousand or fraction thereof, to and including $25,000.00. $25,001.00 to $50,000.00 $89.00 for the first $25,000.00 plus $2.50 for each additional thousand or fraction 'thereof, to and including $50,000.00. $50,001.00 to $100,000.00 $151.50 for the first $50,000.00 plus $1.50 for each additional thousand or fraction thereof, to and including $100,000.00. PERMIT FEE: Commercial and Industrial i Total Cu. Ft. X $-�:��,00 Permit Fee sq. ft. _ X, _n PLAN CHECK: Take one half of permit fee = STATE SURCHARGE: Valuation X $.50/$1,000.00 = )X $.50/$1,000.00 PERFORMANCE BOND VALUATION Blacktop Curbing Sod Fencing Bushes and Trees 1.50/sq. yd. 2.00 lin, ft. 0.40 s.l�d. 2.00 lin. ft. 5.00 - 30.00 TOTAL FEE TOTAL BOND VALUE \JD5 acs #!F. land Plai my R19 y tandSw" m1,ffw/wb-s I? ( bl�ly ENGINEER INQ, INC., Atmr.0a 0011.5 T c1w/ b- A1117KipJ1 fay"W"I - Engineers Surveyors certificate of suvve7 E03? T11 N �BAVE. N. E. T 75--00 / A"by T ftt *0 is' a bw and wrmd representation efe survey 40th hmv wies o0ir aboxa dmjvbod lard, and #'#jr ja4tAwg, fm ,Pd#"S,ttvvw, s7datlmsihle n vrwsaid 1wd As -Wrveyed by me #a-- dxj Lp j f- 4-L7 CLU IV SUBUR8M ENGINEERING , INC. Fn otos fr Srirreyor�, 2.4 C-4,? L 7(T Lr*% U D N 0 K A COUHTY ILI- 101 L 75-00 / A"by T ftt *0 is' a bw and wrmd representation efe survey 40th hmv wies o0ir aboxa dmjvbod lard, and #'#jr ja4tAwg, fm ,Pd#"S,ttvvw, s7datlmsihle n vrwsaid 1wd As -Wrveyed by me #a-- dxj Lp j f- 4-L7 CLU IV SUBUR8M ENGINEERING , INC. Fn otos fr Srirreyor�, 2.4 hel &4 d✓ IUu U 7- S E'f- V1 Fwof er 7 ��-/ 3 "<5-r �C ti2 �o vTr' o r From the desk of NASA[ QURESW CITY MANAGER'S OFFICE MEMORANDUM JF -183 DATE: June 22, 1983 TO ACTION INFO SUBJECT: John Flora, DPW 6/29/13 Directional Signs for Unitarian Church on Brookview Drive. Inquiry by Councilman Fitzpatrick Councilman Fitzpatrick indicated that this is the church which is hidden behind in this area and very difficult to find. There was a church sign which has been taken down. Would you please give me the section of the zoning ordinance--underlined-- which prohibits such signs on public right-of-way. Also provide me with information on whether there is a possibility of providing a variance to the ordinance because of the pecular situation of this church. If so, please give me the sections providing for variances. Brookview Drive might have been part of the Highway 65 right-of-way and built under highway funds. Are there any state or federal regulations which might restrict us from providing for the sign? Also consider the possibility of the sign if it is put in one foot onto the private property. Please check into this matter and provide me pertinent data so Councilman Fitzpatrick can advise me what future action he is desirous to take on this matter. NMQ/ms T0: City Manager DATE: June 24, 1983 See attached Memo JGF/mc Attachments G � THE CITY OF DIRECTORATE OF PUBLIC WORKS RI neTC r%n, . .4 Gig . ACTION INFO SUBJECT JF -183 Directional Signs for Unitarian Church MEMORANDUM 83-39 FROM TO ACTION INFO SUBJECT JF -183 Directional Signs for Unitarian Church John G. Flora DPW s J Section 214.031 (1) prohibits permanent signs placed within any street right-of-way or upon any public easement. (See attachment) The reason for this provision is to minimize confusion of necessary traffic signs and signals. However, a permanent directional sign is allowed on private property as long as it is 10 feet from a street right-of-way. (See sections 214.031 (5) and 214.032 (4)). Section 214.06 (5) contains provisions for sign variances. Variances can be granted where strict enforcement of the ordinance would cause undue hardships. The applicant must prove the following: (1) That there are exceptional or extraordinary circumstances applicable to the property or to the intended use that do not apply generally to other property in the same vicinity and zoning districts; (2) That the variance is necessary for the preservation and enjoyment of a substantial property right possessed by other property in the same vicinity and zone; but which is denied to the property in question. (3) That the strict application of the ordinance would constitute unnecessary hardship; and (4) That the granting of the variance would not be materially detrimental to the public welfare or injurious to the property or improvements in such vicinity or zone in which the property is located. Brookview Drive is a 66' wide right-of-way dedicated to and maintained by the City of Fridley. Our past experience with the State indicates that they are only concerned with their right-of-way and effects on it. Signs on Brookview Drive should not effect this trunk highway. It is my opinion that we could allow the on the Brookview right-of=way, provided a involving the State. BD/mc Attaahment installation of a directional sign variance is granted, without �i 214.032 SIGNS PERMITTED IN ALL DISTRICTS SIGNS PERMITTED 1. Address Signs: Each dwelling, business or building must have a IN ALL minimum of one address sign, minimum of 3-1/2 inches high, maximum of 18 DISTRICTS inches high, illuminated or reflective, attached to the dwelling and visible from public right of way. If the attached address sign oannot be visible from the public right of way, the address must be either on the curb or on the mailbox. 2. Bench Signs: To be permitted only at bus stops; cannot be any larger than or extend beyond any portion of the bench. 3. United States Flag: Follow Title 36, Section 173-378 of the United States Code, State Flag, Corporate Flag. 4. Directional Signs: (Public A Private) A. Maximum four (4) square feet per facing. B. Minimum ten (10) feet from street right of way. C. Except that a sign directing the public to a hospital may be a maximum of twenty-four 2 square feet in area. 5. Institutional Signs: A. Maximum twenty-four (24) square feet. B. Minimum ten (10) feet from street right of way. C. Except a hospital emergency sign which is located on the premises may be one hundred (100) square feet in area. 6. Area Identification Signs: (See individual district regulations) 7. Standard Safety Identification Signage: as used by Public Utilities and Highway Departments. 8. Temporary Signs: TEMPORLIT SIGNS A. Construction Signs: CONSTRUCTION (1) Developments: Temporary construction signs may be erected SIGNS for the purpose of promoting a project of ten (10) or more residential dwelling units, ten (10) or more mobile homes, three (3) or more multiple dwellings or a business. (a) Sign shall not exceed fifty (50) square feet in area. (b) One (1) sign per street frontage. (e) Sign shall be removed when project is completed. (d) Sign shall not be located closer than one hundred (100) feet to an existing building structure outside of the development. 214-5 � w 38. Window Sign: means a sign installed inside a window for the purposes of viewing from outside the premises. This term does not include merchandise located in a window. 39. Unlawful Sign: means a sign which is in conflict with this ordinance. 214.03 GENERAL PROVISIONS The following provisions 214.031 - 214.033 shall apply in all districts. All signs shall be constructed in such a manner and of such material that they shall be safe and substantial, provided that nothing in this Chapter shall be interpreted as authorizing the erection or construction of any sign not now permissible under Chapters 205-206 inclusive of this Code. 214.031 SIGNS PROHIBITED 12 ALL DISTRICTS ernmental signs erected or temporarily way or upon any pu c easement. 1. Permanent signs other than 2. Signs or wall graphics that contain words or pictures of obscene, pornographic or immoral characters. 3. Signs painted directly on buildings (except information signs, containing no advertising, may be painted directly to the exterior building surface). 4. Portable signs (except for those provided for under "Uses Permitted in all Zonings"). 5. Signs which resemble an official traffic sign or signal (except directional signs on private property). 6. Signs which by reason of size, location, movement, content, coloring, or manner of illumination may be confused with a traffic control sign, signal or device, or the light of an emergency or road equipment vehicle, or which hide from view any traffic, street sign, signal or device. 7. Projecting signs. 8. Motion signs. 9. Illuminated signs which change in either color or intensity of light or are animated or have flashing or intermittent lights. 10. Signs located within corner setback requirements, Section 205.154, #3- 11. Flashing signs. 12. Revolving beacons, zip flashers and similar devices including any sources of light which change in intensity. 214-4 GENERAL PROV ISIORS SIGNS PROHIBITED IN ALL DISTRICTS 4, penalty For violation Of Code: Any violation of this chapter is a misdemeanor and is subject to all penalties provided for such violations under the provisions of Chapter 901 of the Fridley City Code. -Bach day the violation continues in existence &hall be deemed a separate violation. All signs are subject to such penalty for daeven though theymaynottbeof the requiredsbyict thisithin which they are 1 chapter lto pay a fee or acquire a permit. _S: Appeals! To o provide_ for a reasonable interpretation of the provisions of this chapter a permit applicaoni nt who wishes to appeal an interprets on y Zoning Administator may fila a notice of appeals with the ng is �Adminiatrator and request a bearing before_ the 1Pes.°mm3saion:=_fie - "Commission shall hear appeals and/or requests sesand sake their recommendation to a ity eunci i A. Appeals where it is alleged that there is an error--l-n--any orders reQuiremeut. decision or determination made by the amnistrative officer in the enforcement of this chapter. B. Requests for variances from the literal provisions of this chapter In instances where the strict enforcement would cause an undue Before the Commission shall grant a variance, it is the responsibility of the appTicant�o prove: (1) That there are exceptional or extraordinary circumstances applicable to the property or to the intended use that do not --to otb_er property ny the same vicinity and zoning P_y goner -- - __- - --- district; (2) That the variance IS necessary for the preservatio D and enjoyment of a substantial property right possessed byother ___---- eroper� -in the same vicini_t�r and sone; but which is denied to the proprty in question. (3) That the strict application of the _ordinance would constitute unnecessary bar d3]k* and _ (4) That the _granting of the variance _would not be materially detrimental- the public welfare or igjarious to the property _or - -- -- -- - - -- _-- -- --- -- - - - s improv®eats in aueh vicinity or xbich t e proper y located. - -- - — 214.07 REP= Chapter 214 of the Fridley City Code as it existed prior to the adoption of this ordinance is hereby repealed. 214-17 i From the desk of NASA[ QURESM MEMORANDUM JF -183 CITY MANAGER'S OFFICE DATE: June 22, 1983 TO ACTION INFO SUBJECT: John Flora, D Directional Signs for Unitarian Church on Brookview Drive. Inquiry by Councilman Fitzpatrick Councilman Fitzpatrick indicated that this is the church which is hidden behind in this area and very difficult to find. There was a church sign which has been taken down. Would you please give me the section of the zoning ordinance--underlined-- which prohibits such signs on public right-of-way. Also provide me with information on whether there is a possibility of providing a variance to the ordinance because of the pecular situation of this church. If so, please give me the sections providing for variances. Brookview Drive might have been part of the Highway 65 right-of-way �� and built under highway funds. Are there any state or federal regulations which might restrict us from providing for the sign? Also consider the possibility of the sign if it is put in one foot onto the private property. Please check into this matter and provide me pertinent data so Councilman Fitzpatrick can advise me what future action he is desirous to take on this matter. NMQ/ms DIRECTORATE q3'D— 4 - OF PUBLIC WORKS CIIYOF MEMORANOUM FR1 DLEY TO: John G. Flora, Public Works Director PW87-54 FIUM: Mark L. Burch, Asst. Public Works Director HATE: February 20, 1987 SUBJECT: Water, Sanitary Sewer, Stone Sewer and Street Construction on Oakley Street & 67th Ave. cmfin oC o•• �d o I attended a meeting at the Unitarian Church on Thursday, February 19, 1987 to provide information on possible improvements to Oakley St. and 67th Ave. The Church Building CmTnittee is exploring the feasibility of developing and selling seven lots from their property to raise funds for improvements to their church building. I provided them with an aerial photo of their property and utility and street plans with estimates of the costs of the proposed improve- ments. The property is in an area where there is extensive peat deposits, a high water table and soil correction measures will be very expensive for whatever development they attempt. I explained to the Committee that MnDOT is considering improvements to the Mississippi St./T.H. 65 intersection and that those plans could result in assistance with the construction of Oakley St. and 67th Ave. I also emphasized to the Ccnmittee that all assessments for the proposed improvements would be assigned by the City Council whether or not the State participated in the construction of Oakley St. and 6.7th Ave. MLB/ts CITY OF FRIDLEY INSPECTION DIV. 6431 University Ave NE ° Fridley, MN 55432 572-3604 Residential Effective On August 1, 1995 APPLICATION FOR POWER PLANTS AND HEATING, COOLING, VENTILATION, REFRIGERATION AND AIR CONDITIONING SYSTEMS AND DEVICES Furnace Shell and DuctWork, Bumer — Also Replacement Furnace ' I'' , (Side Vent — Fill Out Back) Gas Piping (Needed with new furnace) Gas Range Gas Dryer *Air Conditioning — All Sizes All Others/Repairs & Alterations (UST ON BACK) 1 % of Value of Appliance or Work Commercial/industrial 1.25% of Value of Appliance or Work JOB ADDRESS ':�9-0 4,P_64 a -W L%E The undersigned hereby makes application for a permit for the work herein Rate ° TOTAL specified agreeing to do all work in strict accordance with the City Codes and rulings of the Building Division, and hereby declares that all the facts and $ 30.00 $ �� representations stated in this application are true and correct. / - .3 Z_ �t sF.6 $ 10.00 $ t OWNER_ .'d 10.00 �► b -BbILDING USED AS_c� $ 10.00 $ r� ESTIMATED COST g?2-e'5' , g0 _ PERMIT NO.— $25.00 O.$25.00 $ of �-. cf) DESCRIPTION OF FURNACE AND OR BURNER State Surcharge TOTAL FEE MINIMUM FEE FOR ANY HEATING/COOLINGNENTILATION REFRIGERATIONJAIII CONDITIONING. PER M_IS $25.00 PLUS THE S 50 STATE SURCHARGE REINSPECTION FEE $42.00/Hr *Air Conditioners can not be placed in a side yard without written permission from -adjoining property owner. No. of Heating Units Circle One (Steam) (Hot Water) arm Air Trade Name /,-, 74�c,,Ty y0koo," Size No. C c4,e -7 BTU_- :5— o'D HP EDR Total Connected Load ,e-2paD//t•C.e IC4 —wc,_ Burner •Trade Name Size No. BTU HP EDR HOME ENERGY CENTER 15200 25TH AVE. N. #128 HEATING COMPANY PLYMOUTH; MN 55447 Signed By_�� Tel Na i o Approved By Rough—In Date Final ate /®J FILL OUT BACK SIDE OR STACK VERIFICATION ON REPLACEMENT FURNACE Vn CHIMNEY -AND STACK VERIFICATION The undersigned hereby verifies that the existing chimney or stack: 1. Has been carefully examined YesX) No ( ) 2. Is free from rust or deterioration Yes" No ( ) I Has no foreign objects lodged within Yeses No ( ) 4. Is securely supported Yeses" No ( ) 5. Meets all current Code requirements for size and total BTU's connected Yes (,) No ( ) 6 Has total heating BTU's of `7 j— All other BTU's TOTAL BTU's ? o J 7. Has a liner been provided for water heater Yes No ( ) 8. Has combustion air been provided for water heater Yes( No �Y Remarks: HEATING CO: Signed By: nate: 'r HOME ENERGY CENTER SM 2UH AVE. N. i128 PLYMOUTH, MN 854a7 IZ-3 9 HEAT TRANSFER CALCULATIONS HEAT LOSS: + 75 o INSIDE - 20 OUTSIDE fi0 T. COEF. BTU's 1 .GLASS 90 020 , 4000/ea.� 3 4 5 -r�-C2 8 70 7 10 5 10 6. Subtotal 7. TOTAL 8. FURNACE SIZE 9. FURNACE MODEL 13o X 16 U�v HEAT GAIN: + 75 o INSIDE + 95 OUTSIDE SQ. FT. COEF. BTU's 1. GLASS N 25 2. DOORS Y015 3. CEILING 2. DOORS cp�- 300/ea. 12" `9 C� 3 9� 4. WA S *- 3" `'z S 11/2" 4zZ 5. BSMT � Below grade Walkout 4000/ea.� 3 4 5 -r�-C2 8 70 7 10 5 10 6. Subtotal 7. TOTAL 8. FURNACE SIZE 9. FURNACE MODEL 13o X 16 U�v HEAT GAIN: + 75 o INSIDE + 95 OUTSIDE SQ. FT. COEF. BTU's 1. GLASS N 25 %tt)o e) E/W 75 Y015 S f i 40 .•x199-60 2. DOORS cp�- 300/ea. 3. CEILING 12" �9 3 4. WALLS 3" 11/2" 5. PEOPLE 6. APPLIANCES 7. Subtotal 8. TOTAL 9. A/C SIZE 10. A/C MODEL 1 2 4 / Od 3 b®G 4 600 Za? ��'1 2500 ADDRESS MO (0A' ` kL OCCUPANT HEAT LOSS z-0,0 SOLD BY Electrical Work By TYPE OF HEAT HOUSE- HEATING TEST RECORD APT. FLOOR CITY RSUBURB OWNER sAeA P L! 7, _ DATE HTG. INST. �2 — —INSTALLED BY dAA1 15 X)//� F (Ccc M <C Gas Line By ,4 GA FA—HW STEAM SPACE HTR. UNIT HTR. OTHER. Form 235 GAS DESIGN CONVERSION MAKE .� �'�L �' '��J MAKE OF BURNER Model %��'l'�7 �f1% �1 Model Serial Max. BTU Rating INPUT �S®®Ce' MAKE OF FURNACE Model CONTROLS 4 THERMOSTAT %`'a Heat Plug Vent Size --- �� KIND OF LINE R✓ SIZE NONE Volvo Limit IACI Draft Hood Regularor Limit Setting �� Filters Size Number Fon Setting f-°� fv Chimney Location Inside Outside Pilot Type 14/ Chimney Construction Pilot Make Pilot Model ��°'%��® �� Smoke Bomb Wiring Pilot Timing -�1 Z a/GLr✓��'/ ag Draft Test Tog— L.W. Cut Off L.W. Door Pressure r_,-' Lighting Inst. Pressure "mss Percent CO Date Tested Date Input CFH _ Percent 022 3?' Testing 4�9,fk' Name Tester Stock Temp. Percent CO of Form 235 suBJEcr IT p. City of Fridley5 � 4 AT THE TOP OF THE TWINS BUILDING PERMIT(' r RECEIPT NO. _ COMMUNITY DEVELOPMENT DIV. ~ PROTECTIVE INSPECTION SEC. r CITY HALL FRIDLEY 55432 NUMBER REV DATE PAGE OF APPROVED BY 612-571-3450 910-F15 3/11/9 10B ADDRESS 990 68 Avenue NE 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. 4 1 Michael Servetus Addition SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Ken Vos 990 68 Avenue NE 571-2246 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO. Citywide Home Improvement 1005 W Broadway, Mpls., MN 55411 429-2489 3013 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO. 5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO. 6 USE OF BUILDING Residential 7 CLASS OF WORK ❑ NEW ❑ ADDITION ❑ ALTERATION Lk REPAIR ❑ MOVE ❑ REMOVE 8 DESCRIBE WORK Reroof House (28 Sq) 2nd Layer 9 CHANGE OF USE FROM TO STIPULATIONS Roofing can be the 2nd layer but not the 3rd. SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, TYPE OF CONST. OCCUPANCY GROUP OCCUPANCYLOAD VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONING SO. FT. CU. FT. AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COMMENCED. NO. DWLG. UNITS OFFSTREET PARKING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION ] STALLS GARAGES AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS VALUATION SURTAX AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT $1,754 $.88 DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PERMIT FEE SAC CHARGE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON. STRUCTION OR THE PERFORMANCE OF CONSTRUCTION. $56.75 Fire SC $1.75 PLAN CHECK FEE TOTAL FEE License SC $5,00 $64.38 SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT iDATEP WHEN PROPEVVJVALIDATED THIS IS YOUR PERMIT SP � BATE SIGNATURE OF OWNER of OWNER BUILDERI IDATEI NEW t Effective 8/l/95 ADDN [ J CITY OF FRIDLEY ALTER [ ] SINGLE FAMILY AND DUPLEXES R-1 AND R-27� Building Permit Application a�J p b �. Construction Address: ?9C) NE — Legal Description: Owner Name & Address: Contractor: Address: LIVING AREA: GARAGE AREA: DECK AREA: OTHER: MN LICENSE #__Z3—A i Attach to this application, a Certificate of Survey of the lot, with the proposed construction drawn on it to scale. DESCRIPTION OF IMPROVEMENT Length Width Height Length Length Width Height Width Hgt/Ground Sq. Ft. Sq. Ft. Sq. Ft. Comer Lot [ ] Inside Lot [ ] Ft. Yd Setback Side Yard Setbacks Estimated Cost: $ f Type of Construction: — Approx. Completion Date: (Cost on Back) Driveway Curb Cut Width Needed: Ft. + 6 Ft = Ft x $ DATE: Permit Fee Fire Surcharge State Surcharge SAC Charge License Surcharge Driveway Escrow Erosion Control Park Fee Sewer Main Charge TOTAL STIPULATIONS: APPLICANT: $ 56�s' Tel. # CITY USE ONLY Fee Schedule on Reverse Side .001 of Permit Valuation (1/10th%) $.50/$1,000 Valuation $850 per SAC Unit $5.00 (State Licensed Residential Contractors) y Alt. "A" or Alt. "B" Above $450.00 Conservation Plan Review Fee Determined by Engineering. Agreement Necessary [ ] Not Necessary CITY OF FRIDLEY 6431 UNIVERSITY AVENUE NE FRIDLEY, MN 55432 572-3604 FAX: (763)571-1287 PERMIT NO.: 2004-00259 DATE ISSUED: 02/23/2004 ADDRESS : 990 68TH AVE NE PIN : 133024230053 LEGAL DESC : MICHAEL SERVETUS ADD : LOT 4 BLOCK 1 PERMIT TYPE : BUILDING PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : WINDOW/DOOR REPL VALUATION : $ 2,611.00 NOTE: PROVIDE SMOKE DETECTORS IN ALL SLEEPING ROOMS AND ON ALL LEVELS OF THE DWELLING PER SECTION 310.9.1.2 OF THE 1997 UNIFORM BUILDING CODE WHEN ADDTIONS, ALTERATIONS OR REPAIRS IN EXCESS OF $1,000 ARE MADE TO RESIDENTIAL DWELLINGS. CAULK AND FLASH ALL EXTERIOR OPENINGS. REPLACE ONE PATIO DOOR WITHIN EXISTING OPENING IS APPLICANT A CONTRACTOR? 1 APPLICANT PELLA WINDOWS & DOORS (20165884) 15300 25 AVE N STE 1 PLYMOUTH, MN 55447 (763)745-1487 OWNER VOS KENNETH & GRACE 990 68TH AVE NE FRIDLEY, MN 55432 BUILDING PERMIT FEE 83.25 FIRE SURCHARGE 2.61 STATE SURCHARGE, VALUE 1.31 LICENSE SURCHARGE 5.00 TOTAL 92.17 PAID WITH CHECK # 033827 AGREEMENT AND SWORN STATEMENT This permit becomes null and void if work or construction authorized is not commenced witin 60 days or if construction or work is suspended or abandoned for a period of 120 days at any time after work is commenced. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regula 'truction or the performance of construction. Applicant Date —u Bldg Insp�.. � SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. NEW[ ] ADDN [ ] ALTS [ ] Construction Address: Legal Description: Owner Name &z Address: Contractor:; Address: LIVING AREA: GARAGE AREA: DECK AREA: OTHER: Construction Type: Attac lot, v Effective 5/10/99 ,F CITY OF FRIDLEY SINGLE FAMILY AND DUPLEXES R-1 AND R-2 1 ` BUILDING[' PERMIT APPLICATION , U` �-- Co !63 PELLA WINDOWS & DOORS 15300 -25TH AVE. N. STE. #100 PLYMOUTH, MN 55447 763-745-1400 LICENSE #20165884 ey. 6f the ,_.. ...: to scale. DE$CRIi�N OF I�-VEIVIEI�TT _ . Tel. # 7 (o3 - S7-) MN LICENSE # Length Length Length Tel. # Width Height Sq. Ft. Width Height Sq. Ft: Width Hat/Ground Sd_ Ft_ Estimated. Cost: $ 6f,CDIt Driveway Curb Cut Width Needed: Ft. + 6 Ft = _ Ft x $ _ $ DATE: .Oy APPLICANT: Tel. # {Sa - -jys 06� Permit Fee Fire Surcharge State Surcharge SAC Charge License Surcharge Driveway Escrow Erosion Control Park Fee Sewer Main Charge TOTAL STIPULATIONS: CITY USE ONLY $ - of cJ Fee Schedule on Reverse Side $_ a. (D .001 of Permit Valuation (1/10th%) $ . 3 $.50/$1,000 Valuation $ $1050 per SAC Unit $ $5.00 (State Licensed Residential Contractors) $ Alt. "A" or Alt. "B" Above $ $450.00 Conservation Plan Review $ Fee Determined by Engineering $ Agreement Necessary [ ] Not Necessary [ ] $ 9a� ADDRESS PIN LEGAL DESC PERMIT TYPE PROPERTY TYPE CONSTRUCTION TYPE CITY OF FRMLEY PERM NO.: 2004-00661 6431 UNIVERSITY AVENUE NE FRIDLEY, MN 55432 DATE ISSUED: 05/07/2004 572-3604 FAX: (763) 571-1287 990 68TH AVE NE 133024230053 MICHAEL SERVETUS ADD LOT 4 BLOCK 1 BUILDING RESIDENTIAL ADDITION/ALTERATION VALUATION : $ 5,838.00 NOTE: SEE NOTATIONS ON PLAN. CALL GOPHER STATE ONE AT 651454-0002 FOR UTILITY LOCATIONS. PROVIDE SMOKE DETECTORS IN ALL SLEEPING ROOMS AND ON ALL LEVELS OF THE DWELLING PER R317 OF THE 2000 INTERNATIONAL RESIDENTIAL CODE. CONSTRUCT A 17'X 12' OPEN DECK STATE LICENSED CONTRACTOR 1 APPLICANT SUNSTATE CONCEPTS INC 2910 WATERS RD STE 102C EAGAN, MN 55122 �il:i/�l X1:7 VOS KENNETH & GRACE 990 68TH AVE NE FRIDLEY, MN 55432 AGREEMENT AND SWORN STATEMENT This permit becomes null and void if work or construction authorized is not commenced witin 60 days or if construction or work is suspended or abandoned for a period of 120 days at any time after work is commenced. 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 worl will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cance rovisions gf any other state or local law regulat* on or the ormance of construction. Bldg SEPARATE PERMITS BUILDING PERMIT FEE PLAN CHECK FEE FIRE SURCHARGE STATE SURCHARGE, VALUE LICENSE SURCHARGE TOTAL PAID WITH CHECK # 3625 FOR WORK OTHER THAN DESCRIBED ABOVE. 125.25 81.41 5.84 2.92 5.00 220.42 NEW [ ] CITY OF FRIDLEYa Effective 4/1/1004 ADDN [ J 6431 University Ave NE, Fridley, MN 55432 (763) 572-3604 Bldg Insp ALTER [ ] SINGLE FAMILY AND DUPLEXES R-1 AND R-2 (763) 571-1287 Fax BUILDING PERMIT APPLICATIpN� Construction Address. Legal Description: Owner Name & Address: Ken Tel. # Contractor. �� 1 P co eo fS 4 . �. MN LICENSE # � 6 t Address:,? -9/0 W P-�_I c 2 1-52" Q=" AAJ Tel. # 6l L— 9 c? Attach to this application, a Certificate of Survey of the lot, with the proposed construction drawn on it to scale. DESCRIPTION OF IMPROVEMENT LIVINGAREA: Length Width Height Sq. Ft GARAGE AREA: Length Width Height Sq. Ft DECK AREA: Length l Width Hgt/Ground _t�3 Sq. Ft OTHER: A Construction Type: oC W1 iQJW Estimated Cost: $ .-94"0" R77 Driveway Curb Cut Width Needed: Ft + 6 Ft = Ft x $ _ $ DATE:g--91- 0 � APPLICANT: ;J c; kA N-d-hc,^ Tel. # -6 t2 — y Call (763) 572-3604 for Permit Fees if mailing In application. Fax to 763-571-1287 if using credit card and we will call you for card number. CITY USE ONLY - Permit Fee Plan Review Fire Surcharge State Surcharge SAC Charge License Surcharge Curb Cut Escrow Erosion Control Park Fee Sewer Main Charge Fee Schedule on Reverse Side 65% of Permit Fee .001 of Permit Valuation (1/10th%) $.50/$1,000 Valuation $1350 per SAC Unit $5.00 (State Licensed Residential Contractors) Alt. "A" or Alt. "B" Above $450.00 Conservation Plan Review Fee Determined by Engineering Agreement Necessary [ ] Not Necessary [ ] TOTAL $ — `�'` STIPULATIONS: ,u � �_�_ �1 � � �� I SPACING AM BEAU SP YaS SLS OR C.E. _ BRACE SEE A0. HEIGHT VARIES 19• um. - 4Y WIN. K -BRACING WHEN REQUIRED EY 1- . Y OPEN SACK LOCAL ommANCE SEE DETAIL SIDE WALL VIEW - SCREEN ENCLOSURES FLAT ROOF POST a'.4•.MQ62• P SEE TABLE BELOW FOR L REOUIRED QUANTITY OF 2'.2'a0.OA+• - /.o . 3/a' SKS Y W. S' H a o.OBY TMC OETA0. A POST . Y W a S' H . 0.082• 710L/ \ CONI . SEE TABLE I FOR RAIL QUANTITY 1/r• : I I/A" M DIP. POST OF /.O . 3/a' sMS BOLT OTHERS SPACED O 2! D.C. K -BRACING POST SPM]NG AND BEAM SPAN 2•.S' SS OR CZ FAK RAIL CABLE BRACE RAR SEE DETAIL HEIGHT vARES - � 1r wH. - .Y u0.,. 1^— 1' s 2' OPEN BACK K-BRAaNO MIEN REOKARED BY LOCAL ORDNANCE SEE DETAIL SIDE WALL VIEW - SCREEN ENCLOSURES GABLE OR DIAGONAL ROOF FOR MANSARD ROOF USEYaY.aoas• PEKI 3 OL W/ 2 Ile# tHRu BTS a EACH ENDW DIAGONAL eRA v4 ADJAC04T TO CORNER REOIANED AT EACH 00 CF FRONT WALL FOR MANSARD ROOF SEE DETAIL A Y.SSSORCE FRONT WALL .IIB NAME AGDRESS DRAVHf1YG 16 FOR 1 PERMIT QTLY POST SPACING AND BEAM SPAN YaY SLS OR C.E. EA VE l RAIL EID BRACE GWSE R DETAIL SEE DETAIL HEIGHT VARIES A2' WN. K-BRACNG WHEN REOUIREDBy Y OPEN BACK LOCAL ORDNANCE SEE DETAIL SIDE WALL VIEW - SCREEN ENCLOSURES MANSARD ROOF • NOTE K-ERACE OR CAME BRACE NOT REQUIRED WHEN END POST G RRiLY ATTACHED TO AN E=TIHG STRUCTURE SEE DETAIL R SFE SNEEr R POST PER SCEDULE o SEE DETAIL /a SEE DETAIL f Y._ Sue 2' SKIS SEE TABLE F NOTE: ALWAYS T!E SAME SZE W SEE OETAHL n FLAT ROOF / DOME OR GABLE BEAM CONFIGURA71ON !'•1GC1� .a C]Q��6a�F)• DETAIL n SCREEN TYP. PERIMETER MEMBER I ANGLE NOT TO y' /• ELL1r}D LS' I r • SCREEN TYPICAL t"— DETAIL n TYP. GRADE SEE TABLE 2 SEE TABLE 2 FOR 'H• / FOR — IJ 2"d" GWR RAIL TYP. 1— GRADE— r . DETAIL 112 2" DETAIL F2 tYP. V. 2' TYP. TYPI',:AL FLAT ROOF ELEVATION TYPICAL MANSARD ROOF ELEVATION cw T �L PERIMETER WALLS 4 SES REFER TO TABLE 1 AN ANDD FRTAABLMCE Z i NOTES: ALUMINUM BEAMS SEE TABLE 1 ALUMINUM COLUMNS TYP. TYPICAL FLAT ROOF ISOMETRIC ALUMINUM BEAM TYP. TABLE 1 SCREEN TYPICAL- ALUMBO M COLUMNS TYP. SEE TABLE 2 MATCH SLOPE AND AND SPACING FOR N T DETAIL n RISER WALL BF].owEXTRUSION SIZE —� SCIRMN TYPICAL '�— SCREEN TYPICAL Ll SEE TABLE 2 GRACE SFE TABLE 2 GRADE Lo FOR / FGRi-- N' 1 ` fo 'EL c U L O� CT DC DETAL /2 c O 'v U o— I• : 2" TYP. DETAIL 03 D m Urn m c 1' a 2" TYP. 0 vv_m= TYPICAL DOME ROOF ELEVATION TYPICAL GABLE ROOF E`EVATION m ° M oALUm CO SEE TABLE BEAM 4 C C m 32 SEE TABLE , �,� 0 E O 0 m a c --o v c � �c o 3 -AlA, 7 =) m HIM ALUMINUM M) SEE TABLE 1 1-1 I -- PERIMETER WALLS FRAMING SIZES TABLE 1 AND 2 SCREEN TYPICAL ALUMINUM COLUMNS TYP. SEE TABLE 2 1• . 2' TYP. TYPICAL MANSARD ROOF ELEVATION -W*: SCREEN PANEL SPACING t• MAXIMUM BEAM SPAN 1WTHCUT ZONE BRACE. ADD HORIZONTAL LENGTH OF KNEE BRACE TO SPIN FROM TABLES lN" _ MAXWJU U0I504T HEIGHTS _ ^SW — SDE WALLS GW EE FRAMED rDKWT TOP BEAM AND CAN BE SMALLEST EXTRUSIONS ALLOYED BY SPAN TABLES 2".2".0.08-- LONG U -C AKNEL W ATTACH$ W/ s EACH 3/8" LAG SCREWS IN WOW OR 3 1/4• AN04MS IN HTE ANGLES MAY SE / 2".2",AA6"c_ LONG SUBSTITUTED FOR U-OHAN EL IS' ATTAOES TO 0 -CHANNELS `Y. SNB CANTILEVER CONNECTION DETAIL 2'.2-.0.08•._ LONG ANGLES •A• TO FASCIA W/ 2 3/8" LAG SCREWS AT EACH ANGLE b GUTTER H y R� L _ r •� "A. EISMG ANGLE GLE �T MALL) 2".Y.0.06•d• LONG LAUST REMAIN FOR ANGLES 'A' ATTACH TO ANGLE STRENGTH 2".6' SUB W/ N' IMO SIS AT EACH ANGLE £AC. SIDE CANTILEVER CONNECTION ENLARGED PERIMETER WALL FRMOIG SIZES TABLE 1 AND 2 CONCRETE SLAB AND FOOTING TYPICAL SCHEN TYP. ALUMINUM COLUMNS TYP. SEE TABLE 2 TYPICAL DOME ROOF ISOMETRIC r=rrw. I c TYPICAL GABLE ROOF ISOMETRIC U PEEVA WALL IR RAILS --} 2" d 9N8 TBPURLINS AND PER RAILS TABLE t TO BE SIZED PER TABLE 1 i AND TABLE 2 DETAIL BELOW VARIES SEE TABLE - VARIES L, FRONT WALL. DOME ROOF. SCREEN ENCLOSURE 2".dS® I - TABLE i A THIS M0980 SHOULD BL SI THE SAME SII AS OOYIN MOTH REOUIRFD FOR GUTTER IaBER tE . OtENUNG DOENSON TTOO HPOMEOLDETAIL CONNECTION CANTILEVERED KNEE BRACE n0 sMs 0.1$- PLATE OUT ON NS ANGLE 1/B",d 1/2•>N• FIAT BAR EE -BOLT C.P. OR S.S.- .. FOR CABLE TENSION PERIMETER FRAMING YEIIBER 1750 L8. STAINLESS STEEL NOTE T PAR OF CABLES REQUIRED FOR CACH 300 S0. FT. OF WALL AREA t • — 2" SMS JOB NAME DETAIL /1 TYPICAL CABLE CONNECTION AT CORNER n0 . 3/4• SMS • 3/4' O.0 • �. ADDRESS • 1 3 1/2 CONCRETE SLAB (TYPICAL) 1• (2) t/A' OR (1) 3/6• 2. 1 -CHANNEL OR U-CHm*EL Ly / MASONRY FASTENERS DF AAWNIG IS FOR 1 PERMIT OM.Y 2" z 2' AND 2• s 3" KNEE BRACE CONNECTION DETAIL DETAIL #2 TYPICAL CABLE CONNECTION AT CORNER c O U c J U I 0- m a E: o (D p v U m V N m0 15 1` n W YIJ ) y o E3 m N N acic•—j W J: j Z'to d V RISER WALL y s_ Cf N PERIMETER WALL O FRAMING SIZES TABLE 1 AND 2 CONCRETE SUB AND I FOOTING TYPICAL W r=rrw. I c TYPICAL GABLE ROOF ISOMETRIC U PEEVA WALL IR RAILS --} 2" d 9N8 TBPURLINS AND PER RAILS TABLE t TO BE SIZED PER TABLE 1 i AND TABLE 2 DETAIL BELOW VARIES SEE TABLE - VARIES L, FRONT WALL. DOME ROOF. SCREEN ENCLOSURE 2".dS® I - TABLE i A THIS M0980 SHOULD BL SI THE SAME SII AS OOYIN MOTH REOUIRFD FOR GUTTER IaBER tE . OtENUNG DOENSON TTOO HPOMEOLDETAIL CONNECTION CANTILEVERED KNEE BRACE n0 sMs 0.1$- PLATE OUT ON NS ANGLE 1/B",d 1/2•>N• FIAT BAR EE -BOLT C.P. OR S.S.- .. FOR CABLE TENSION PERIMETER FRAMING YEIIBER 1750 L8. STAINLESS STEEL NOTE T PAR OF CABLES REQUIRED FOR CACH 300 S0. FT. OF WALL AREA t • — 2" SMS JOB NAME DETAIL /1 TYPICAL CABLE CONNECTION AT CORNER n0 . 3/4• SMS • 3/4' O.0 • �. ADDRESS • 1 3 1/2 CONCRETE SLAB (TYPICAL) 1• (2) t/A' OR (1) 3/6• 2. 1 -CHANNEL OR U-CHm*EL Ly / MASONRY FASTENERS DF AAWNIG IS FOR 1 PERMIT OM.Y 2" z 2' AND 2• s 3" KNEE BRACE CONNECTION DETAIL DETAIL #2 TYPICAL CABLE CONNECTION AT CORNER c O U c J U I 0- m a E: o (D p v U m V N m0 15 1` n W YIJ ) y o E3 m N N acic•—j W J: j Z'to d V k k21 pQ�(QQ7�{ a�Pp� P�� o3 gaga as �!2>� � ��yy � O O P'i P a l,l� 9Z A p � • � O O O P � p a�� y� \� 8 �Iayaa .a,ayy•gy �4N-�t��3 K 4 u@gy��-�-K g� �: I N 1 N 1 �"�t �^K a I• �4,ja Q i � I I I I I R 4�"� '1T �I r�1' V�" I Nnta Q i So,K�F �� .Ot°t°',c� � ;�y�"tpoNW'g�+>�°t�°t i�'RM ak � �Q � k ": "t 't y �y�41�N�'4�'t�°:� :P�y > :Yp, Nk`� •� o;"•"- Q a R aaQa �s . 'y i ;! - a = & ?I KK a 9k R g, a °: 4 R Jk Y ! °I , �+�p1• � y'd•,Naa � i".; � q Qi � i i. ;y '"• a• � 449a� k � q ; ari � q � � v y '+ �S�y R � P y �-e Y ➢1 y,m oq N y u; Ny `'�. V '�' al i' k a y w �i '= V a 4 q 14 11O q+, P rtY i jl a i " C F Ui I I i iQ V %I: q a I Y z I 1 P 3Y e o °t a{ '� p at Y °� "t ''{ 0. {� cj k °� g °1 w m q 4w i a i u K R a u, i •4 ,' a y a a S r k '3 i a u ,g o ' N • V w �{ y ' ,� '� y? � w k y g 9 _ • y y k y� g o Q' 1\ ANGLE LOCATION FOR SUPER CUTTER REINFOR 11 RECEIVING CHANNEL EMENT W/ 4 08 . 3/4• SYS EACH SHOE OF EACH BEAM AND3/4 SUS 2 F12 We �0 WIRER �-PENETRATION SL OR SM BEAM 1 RAFTER (PRE -QR SZE VARIES 3 is . 1/r SMS 'r TIDE . 1/B' NN EACH SIX OF BEAM STAi EACH BEAU SMB CONNECTION TO SUPERCUTTER ER Z' A r . O -Mr ANGLE W/ 4 08 . 3/4' SYS AND 2 1/4' THRU BOLTS EACH SIDE 0 EACH BEAM RECE1wHC CHA104L � •"• • •"• \ 2111". T' W/ 3 F8 : 1/2' SUS EACH SDE OF BRAY O Z4' 0.G LAG SO TYPICAL SL OR SM BEAM AND GUTTER CONNECTION NOTE rAr UPRIGHT MUST BE EOUfVALEF NOTCHED FOR 2-r ROOF PIRIMS � 13 II0 BE OVE SOUARES ON vAOLIS BEAM WSSE TO UPINNT SIMS DENOTE POSSIBLE SCREW PATTERNS BEAM TO UPRIGHT CONNECTION DETAIL q2 2--2- PURLINS ATTACH TO BEAMS W/ 2 /10 . 11/2- SHS SLE TABLE 3 FOR mAim OF SCREWS PER CONNECT NOTE IL - SCREW PATTERN FOR THE CONNECTION USING NOT04M ' 90 WILL VARY FROM THE 94OWL SAME NUMBER AHD CUT FOR PLATE CONNECTION (PLATE (SIDE BEAM) PLATE TO BE SAYE WALL SPA CpG APPLIES THICKNESS AS BEAM SPUCE TO BE LOCATED 1/4 To 1/3 - PUS B M OR IDELA BEAU F SE AND STAGGERED EACH TYPICAL SIDE PLATE CONNECTION DETAIL d3 PLATE BRAY IR LAP WT SIDE OF Alf D STC BEAM OF d t5P1.IC�E A� MIN. 4-t�A�t ,' MAX 2(d SClELr3 PER SPLICE 3/4 TOTAL / SIDE OF gUCE Id-410GHT OF BRAY LENT P 3/4-4 3/4-,&062- CONNECT 2'4' TO BEAM 2. . 4' 4 / 2 \ / W/ 2/6:1 7'/2' SMS Y2' 6 4/ 2 CECT R LpE TER mpL�R . Br' 9 3 1' MAX 2 /6 . 3/4' SMS r 2' . 9- 10/5 DENOTES SCREW PATTERN CUT BEAM NOT NUMBER or STEWS 1-7<Y' EXT•1• iASTENED 10 TYPICAL BEAM SPLICE DETAIL 2'.2- w/ no A 1 I/2' SISvz� BRAY SZE VACS O 24' O.C. BENT P 2-.3/4' SMS INTO POST r . 2' OR 2' . r OR Y SMB POST ��/(/ _ S /8 : 3/4' SYS INTO BEAM eCR I- X I2- LO 1044 PLATE -�� Come -GTP X ANGLE EACH SIDE BLOCK ANCHOR ALUMINUM FRAME EACHSCONCRETE ANCHORS H POST 6- a / ATTACH TO POST AND CONCRETE OR �« ..- TO WALL CH SAB WTH QAGOI SBE OF EACH PAST O 24' (/// AT LOAD BEARING WALL WITH 1 /4 BAR COIL 1/4"• 2 1/2- TAPCON OR 24- MAX OIR THROUGH ANGLE O 2 010 . 1/2' SMS EACH WE :moi EQUAL 6' TAPCON STYLE OR P 23O.Q MAX ALUMINUM SIRUCTT� L it : B' . 16' BLACK WALL TAN• 3 1/2• SAB 2500 pS WING 1 . 2' EXTRUSION DECK OR 6.6-IO.tO W.W.Y, OR FIBER MESH I CONCRETE WITH MAX OtiEREHTIAL -12- cRalxN LVC / 1 I/8' YIN. IN CTIh= 1 p BAR COHHmWOl15 IN SOC HEIGIT I µ BAR AT CORNERS AND 8' 4•-0' &G FILL CRUS AND 'B' �: - ; KNOCK OUT BLOCK TOP I yK- I •. COURSE WITH 3000 p9 t NOR. 2 ,/2' OFF GROUND r\ EEA BOCK pprtgE7E VAPOR BARRIER 12' ALTERNATE POST TO BEAMRIBBON FOOTING �� 2 1/2" AND PLATE TO CONCRETE FOR SCREENED ENCLOSURES KNEE WALL FOOTING F c OR SCREENED ENCLOSURES SOLID COVERS ATTACHED WI7H /10 . 1/2' SUS* 6" O.C. WITH WAS -on OR COYP097E PANEL WITH V4' LAC SCREWS 24- O.C. ALUMINUM STRAP OR 1/4- THRU / BOLT AND 1/2' pvc FERRULE O 24' O.C. SUPER CUTTER SUPER GUTTER / SOUD ROOF MAMMUY SPANS FOR SUPERWTIER AND SMB WITH SCREENED ENCASTOE ONE SDE AND SOLID ROpF OTHER 510E ALUM04LW 6063- F ' OF BE";6USE SCREEN PANEL WIDTH Y FROM DRAWING LOAD AREA - 1/2 OF SC EEm BEAM LENGTH 4 1/2 OF SOLID ROOF' SPAN. EXAMPLE: 44'(SCEIIR BEAM MBTN)/2 - 22`. 2Y(SOLA ROOF WZIH)/2 - 11• FOR Y. a. &CSO'. 0.12' SMB k r SG MAX SPM, - IS- 7 - LOAD AREA SCREEN to ,12- I4• 16 16 20' 2r SOLID 7 r T r r T T BEAMS A 4- AIPERWTTER 2'.6-a&CSO•.QI2a 16'- r ls'- !Y IS'- 1• 144- l;" 14'- 2' IS- 9' •S- y ra7'.AOWI.O.120 20•-t2- 20'- r 19'- 6' 19•-10- 16•- r jr_ 9- IT- r 2".T.11062'.0.120' W/ I BEAM INSERT 2r -,a 2S- 0' 22'- 2' 21'- 6' 20'-ta 20•- r 19•- r r.e'.&072'.&224 25•-I,' 24•-,1' 24'- 1' 23•- r 22'- r 21•-11• 21•_ 4• 2 9'x.072'-OM4' 30•- 2' 29•- 1' 2W- 1' 2r- r 26'- 4' 29- r 24•-11' BEAMS & y' S7PFRWTTER ray-.0.oso-.A.12a 1T- r 1r- 0• 16•- 5• 15,11- 19- S It_ a I4•- r 2-.ra0.OW-Q.12a 22-- 9' 21•-H' 21•- r 20•- S 19•-10' 19•- r ,6'- 9' 2'.7'.&062-.&12a W/ I BEAM M(SERT 22-- r 24'- 6- 23-- ,T- 22•-11- 22'- r 21'- r 2,•_ p� 2'.8'.0.072'.0.224• 2r -II' 26-ta 25'-„- z2'- 1' 24•- 4' 2S- r 2S- a Ya9".&OTY.O.z2C 72'- 3' 31'- Y 3a- 1- 29'- r 26'- r 27- r 26•- r PURld6 PER TABLES INTERNAL BRACING rara&12S' EXTRUDED ANGLE T-6 ALLOY TRIM 1/4' OFF LEG BEAM WIDTH 1 FOR SPANS GREATER THAN 40o -o- \ 4 /I0.1/r CORROSION RESSTp, WASHER FWAOED SCREWS LATERAL BRACING DETAIL NOTE NO FOOTING REQUIRED 00CEPT WHEN ADDRESSING EROSON l MIN. BEFORE SLOPE MIN' 2500 P9 GONG. w/ 61-6-10.10 Ww• MESH OR / FIBER MESH i HNCAL ✓ 'i-- 05 BAR CONT. 1 04 BAR CONT. •6•� _- t7' — ��—_- a 47 B� FLAT SLOPE / NO FOOLING MCOERATE &.OPE FOOTING STEEP SLOPE FOOTING 0 - 2-/12- 2'/12' - 1' -IO' > I' -1p' SLAB DETAILS ADDRESSING EROSION 2910 Water Road, Suite 110 Customer. f`p-v()OS Eagan, Minnesota 55121 Address: `I10 (JA- �y� !U. C. CSult t_6 (651) 683-9913 �'-T s Fax: (651)683-0243 www.sunstateconcepAs.com Sunstate PorchT"" Screen Enclosures Phone: P JECT DRAFT SHEET �^Ledgerboard 2`x 10" T1D Flashed at sking 2 -"Ix 5` every 76 n Matt hangers s 7' encu TrtG•: Oeek- s sheO% f ; B1.0 Iris Footings (4) 92dia. 42" deep bobd at bottom wish - Cardboard tutor pp IL_v r1LN. tN Ct2 a 0 0 0 CI Q B1.0 Iris Footings (4) 92dia. 42" deep bobd at bottom wish - Cardboard tutor pp IL_v r1LN. tN Ct2 a 4910 Water Road, Suite 110 Customer. (mo w• Om S Eagan, Minnesota 55141 1g0 1` sfs Address: /►. C. Fax: (651) 683-0443 www.sunstateconcepts.com Sunstate PorchTm Screen Enclosures Phone: 1-243 5")1- )_ a y j PF5,OJECT DRAFT SHEET (ZEIN t7VA+P �E RO0C 5YS i E K No SrJow 2x 3 A�uM►Nur^ i=t�� LEGACY REPORT ol-0 19 NER-702 >�4` Issued March 1, 2004 /Z ICC Evaluation Service, Inc. Business/Regional Office ■ 5366 Workman M0 Road, whittler, Caffomia 90601 ■ (562)699-M43 Regional Office ■ 900 Montclair Road, Suite A. Birmhgham, Alabama 35213 ■ (205) 599-9800 WYYW.icC-eS.01'Q Regional Office a 4051 West Flossmoor Road, Country Club Hills, Illinois 60478 a (708)799-2305 Legacy report on the 2000 International Building Codee, the 2002 Accumulative Supplement to the International CodesT", the BOCAs National Building Code/1999, the 1999 Standard Building Codee, the 1997 Uniform Building CodeT", and the 2000 International Residential Codee DIVISION 06 -WOOD AND PLASTICS Section 06500 -Structural Plastics RENEW PLASTICS, A DIVISION OF N.E.W. PLASTICS CORP. 112 4T" STREET P.O. BOX 480 LUXEMBURG, WISCONSIN 54217-0480 www.renewalastica.com (920) 845-2326 1.0 SUBJECT 1.1 Perma-PolyTM Lumber Plastic Decking 1.2 EVOLVE® Lumber Plastic Decking 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT Structural 3.0 DESCRIPTION 3.1 General RENEW Plastics' Perma-PolyTM and EVOLVE® Lumber Plastic Decking are used as a flooring or non-structural trim components for exterior balconies, porches, decks, and other exterior walking surfaces where combustible construction is permitted. Perma-Poly" and EVOLVE® are the same productwith different names for marketing purposes. Perma- PolyTM' and EVOLVE® is a plastic composite material that consists of at least 90% recycled Type 2 High Density Polyethylene (HDPE) with the remainder of material being foaming agents and color with UV inhibitors. The HDPE composite material is manufactured by a continuous extrusion process in accordance with the listed quality control manual to produce comparable lumber -sized members with nominal sizes as listed in Table 1 of this report. 3.2 Structural Table 1 lists the allowable spans of Penna-PolyTM and EVOLVE® Lumber used as decking (flat -wise bending). 4.0 INSTALLATION The manufacturer's published installation instructions and this report shall be strictly adhered to and a copy available on the jobsite at all times during installation. The installation instructions within this report govem if there are any conflicts between the manufacturer's published installation instructions and this report. TABLE 1 MAXIMUM ALLOWABLE SPANS'' LUMBER SIZE (inches) MAXIMUM UNIFORM LOAD 40 psf 100 psf SPAN (inches) %x5% 12 9 %x6 12 9 1 x 5%2 16 11 1%x 3% 16 11 1% x 5% 23 17 SI: 1 inch = 25A mm, 1 psf = 47.88 Pa 1. Spans are for members used as planking (flat -wise bending). 2. Members shall be supported by a minimum of three joist (2 spans) and shall be fastened at each joist. 3. Use of members as stair treads is outside the scope of this table. 5.0 IDENTIFICATION Perma-PolyTM' and EVOLVE® Lumber Plastic Decking planks shall be labeled With the manufacturer's name and/or trademark, the product name, the name and/or trademark of the third party inspection agency(Intertek) and this evaluation report number. 6.0 EVIDENCE SUBMITTED 6.1 Manufacturer's descriptive literature and installation instructions. KT-E.S legarc spurts are not tet he construed as repnrseuting aesthetics nr am either attributes nut speciliva9v addressed, heir are they its he s.onstrucd as an endeirsemeat n(the ,abiert n(the upon or a res.ummvndaiian her in use. risers. is nu u'urran(c too. /CC Esaluotein Sen -kc. Inc.. esprv,s ur implie& as Is, any finding or other matter in this report, or as to any product covered by the report. Page 1 of 2 Copyright ® 2004 �1 �3 2910 Water Road, Suite 110 Eagan, Minnesota 55121 ate (651) 683-9913 Fax.. (651) 683-0243 GSunStwww.sunstateconcepts.com Sunstate PorchT11 Screen Enclosures rev 005 Address: C790 (I -h- J5. L2 7-2 Phone: 70 5,>1)_,2qtp OvpC I f ,7t,c, ........... i. 77.7-77 two 9 L 15-7-05 6 0 44 ILI -4 • v c Z, A W 9 m M 4a 79