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THE I ACCUI THIS [ PERSO ON n SUBJECT PERMIT � City of Fridley 15787 AT THE TOP OF THE TWINS BUILDING PERMIT r RECEIPT NO. 1 COMMUNITY DEVELOPMENT DIV. �r^ r 1 PROTECTIVE INSPECTION SEC. l 1 i i CITY HALL FRIDLEY 55432 L NUMBER REV. DATE PAGE OF APPR VED BY 612-571-3450 910-F15 6/18/80 JOB ADDRESS 1320 - 76th Avenue N.E. 1 LEGAL LOT NO. BLOCK TRACTOR ADDITION SEE ATTACHED DESCR. 6 2 Meadowmoor Terrace 2nd SHEET 2 PROPERTY OWNER MAILADDRESS ZIP PHONE Garjac Inc. 625 highway #10, Blaine, MN 784-6850 3 CONTRACTOR MAILADDRESS ZIP PHONE LICENSE NO. Same y 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIOWARIM LICENSE NO. 5 ENGINEER MAIL ADDRESS 610awflawlypudiningONSENO. TELEPHONE - ELECTRIC - 08 RL 6 USE OF BUILDING REQUIRED BY LAW Residential 7 CLASS OF WORK NEW 11ADDITION ❑ ALTERATION ❑ REPAIR ❑ MOVE ElREMOVE X❑ 8 DESCRIBE WORK Construct a 40' x 26' Dwelling and a 20' x 24' Garage 9 CHANGE OF USE FROM TO STIPULATIONS provide a hard surface driveway. Provide sod in the front and side yards. Provide City with copy of xxS verifying survey before capping. SEWER LOCATION: 38' E. of Manhole (E. Inv. 884.66) WYE ELEV: 884.83 Not including 6' Riser. TOP OF FOOTING: Expose service to establish footing elevation. WATER IACATION: 10' E. of Sewer Service. DRIVEWAY DEPRESSION COST: Recommended but not required from additional depressio I'Y 0''"M 0013 NOT CPUOA +;ITE- , mt SEPERATE PERMITS REQUIRED FOR WRING CY OF . UTILITY LOCAINON5 AMD EtEY"A �TIOt�«. ATA 13 FOQ WFOU"UOk p/ HEATING, PLUMBING AND SIONS. S USING R SIi0U1� AND VOW OW E SITE THE INPOWAATION SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, TYPE OF CONST. Wood Frame OCCUPANCY GROUP OCCUPANCY LOAD VENTILATING OR AIR CONDITIONING. 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 ANY TIME AFTER WORK IS COMMENCED. NO. DWLG. UNITS OFFSTREET PARKING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION 1 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 $42,750 $21.38 WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT 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- $102.40 $425.00 TRU����iiCTIO� THE PERFORMANCE OF CONSTRUCTION. PLAN CHECK FEE TOTALFEE 2M Dg�'A 1 25.60 $574.38 SIGNATURE OF CO TRACTOR OR AUTjAADAGENT (DATE) t, WHEN PROPERLY IDATED THIS IS YOURPERMIT � t-) r� BLDG )NSP f1A E SIGNATURE OF OWNER IIF OWNER BUILDER) IDATEI OWNER: ADDRESS: TEL NO: CITY OF FRIDLEY APPLICATION FOR RESIDENTIAL_ BUILDING PERMITS (flew, Alterations, Additions, or Repairs) BUILDER: ADDRESS: TEL NO: JPO Construction Location STREET NO: STREET: LOT.: ( BLOCX: ADDITION: Corner Lot: Inside Lot: Setback: �J Sideyards: I'7 4 Applicant attach to this form two Certificates of Survey of lot and proposed building location drawn on certificates to scale. DESCRIPTION OF CONSTRUCTION es Front: �® Squane. Feet: j v y D • Front: �� I Square - Feet: Type of Construction: F/ l' m Q_ To Be Completed: XU U / Dept; 2_4 Height: 45��O, Cubic Feet: i Depth: �' Height: Ldp �r�•ZS,bQo Cubic Feet: Estimated Cost: $ Alt. A Alt. B Proposed Driveway Width If New Opening Is Desired: $$ E REVE E SIDE l v SIDE .OF SHEET-. • �%� � SE 9.9ie'undersigned hereby makes application for a permit for the work'herei.n specified, agreeing to do all work in strict accordance with the City of Fridley Ordinances and rulings of the Department of Buildings, and hereby declares that all the facts and representations stated in this application are ue and correct. DATE: d SIGNATURE: Stipulations: 3A OZ 1040 )0 307. scr- 38 7 3 7 z.S (�+ c 10 Z• . 4th s�dig s-)+38. f� Mz 01-0 t,7l bw ®uuuwuwN �' aer5 �+ :, bs u F W10 . -c> i! fl ,�lusr�• t7a:! f-SF+.ve'r+zC `w+ !� cord . 7 vw" +cur r-'tg • UnI f':r_nner A fj r iiDT C+off F erY 'PP ev+-ts>,Ik. Mmt<t.eta 5�i33% Certificate of Survey for r�Al&�,JAC C i *' T. bje, Y sip. 'e TO C'�Y ® ©A. �pdt Fa�►0v ' p 41) ��pLA►ConAd LG'5 7GTHAMIE. N. g0iI nd CM OF FRIDLBY ACC11MCY OF UTILITY THIS DATA 13 FOR MIFC PERSONS U04G R SMI ON THE SITE. -7 -7 -7 SCACG / s 30' D1rno>�t4 i�ri �nw�taf - - - riche 41 vluiY f csi�►u74�t A1C-4D0WM00jq 746WRACE 5 NOT GUARANTEE THe MONS AND ELEVATIONS,, ON PURPOSES ONLY AND 11 THE IN, FORMATION C~W/ z� 1 beieby Certify that his Is a true and sorrest representation of a survey of tho beundarles of the www doverib.d land, and at the 104etion of all buildings, .h , and oil visible oetroa4hatents, if any, from or on sold lend. As surveyed by etc this day .f !fie'+' A. D. 1912 SUBUIt ArN 11040041181MG, III . Irt�n. . y 5.►�taya�i All Rwhts RosPrvatl � �Soe�L�Sf� � go i'Y.O.O. caF�G�ESsio�/ t rw,^'^'rrrwr.rz r '! ti t � t ti'i� r ; rF z ' , <� � .� $� ��`♦ '�Qli qa�� 'ipE�t ��� o. CidQ 1t tAliei1*e, Q I § y �ju �f r t m r.�. �� : _ __.rte x�.w .�la.. �ff1��:t3fi% ���•�+► �iA.%��:d��;4 'sa�......�%i nei_! `'�� t*3:rted°yet 'K18�Sfl3 ai, �.�.... , ♦ ' r rnta'�+�� heti b'e * rek'a`d and �tS�Y�ttB. .and he�cabY: py tt'fl;tSi� Cit p- L1L'at"161177 s-.--� u zip `n H ,�.ti {. t >•v 1 i 'r, dS 1 �.d, ', Fr 4 _ b3 �xk 1 t a ' F !� ; '�' - t 1 •{r < r �' i4 ' v � r t . � �, r � #' x ,f � y � t � � � i � . , N t if ....I „Z'..�f���.,. i.._...ii ..,? '3 .H�. „SJu ..�. .` x��a. ' )✓.� �: o.., 1..Y. 5. �'�:� �� _. .. ,,. d..�6t.�..a.i � �' H.>.M�ts3 $�� .... d... �..w?A.3..i4'„ ] ,s�: � . : .,!`,_ r r t, t L The 'inf all 4 I'I �t � SY Y & 1 � ! t t rw,^'^'rrrwr.rz r '! ti t � t ti'i� r ; rF z ' , <� � .� $� ��`♦ '�Qli qa�� 'ipE�t ��� o. CidQ 1t tAliei1*e, Q I § y �ju �f r t m r.�. �� : _ __.rte x�.w .�la.. �ff1��:t3fi% ���•�+► �iA.%��:d��;4 'sa�......�%i nei_! `'�� t*3:rted°yet 'K18�Sfl3 ai, �.�.... , ♦ ' r rnta'�+�� heti b'e * rek'a`d and �tS�Y�ttB. .and he�cabY: py tt'fl;tSi� Cit p- L1L'at"161177 s-.--� u zip `n H ,�.ti {. t >•v 1 i 'r, dS 1 �.d, ', Fr 4 _ b3 �xk 1 t a ' F !� ; '�' - t 1 •{r < r �' i4 ' v � r t . � �, r � #' x ,f � y � t � � � i � . , N t if ....I „Z'..�f���.,. i.._...ii ..,? '3 .H�. „SJu ..�. .` x��a. ' )✓.� �: o.., 1..Y. 5. �'�:� �� _. .. ,,. d..�6t.�..a.i � �' H.>.M�ts3 $�� .... d... �..w?A.3..i4'„ ] ,s�: � . : .,!`,_ CITY OF FRIDLEY APPLICATION FOR POWER PLANTS AND HEATING, COOLING, VENTILATION, REFRIGERATION AND each addn. 50,000 BTU 4.00 $ Bciler oily up to 160,000 BTU 7.Aq AIR CONDITIONING SYSTEMS AND DEVICES PARTIAL RATE SCHEDULE OIL BURNEER- to 3 gal. per hour Slq.gq $ each add. 3 gal. per hour GR.IVITY WARM AIR: RATE TOTAL Job Address Fu^ace Shell & Duct Work S GAS FITTING FEES: `Replacer.ant of Furnace 7100 $ ;repaizs & ;.iterations -up to $SQ0.00 7.00 ,S- Department of Busjangs P.cpairs & Alterations each add. $SQOt00 4.00 $ City of Fridley $ FAX F-=.ATI`:G SYSTDIS Tel. #571-3450 MECHANICAL itiAR..N1 AIR: $ ALTERATIONS 4 REPAIRS $ �j The undersigned hereby makes application for a pe -Tait for the war% here-,-I ?urnace Shell & Duct Worts to 100,000 BTU $12.00 _ $ 1 specified agreeing to do all work in strict accor3zace with the Cit.. Ccdcs each add. 50,000 BTU 4.00 $ and rulings of the Department of Buildings, and hereby declares .::at all the * P4place=ent of Furnace 7.00 $ facts and representations stated in this application are true and correct. Pe:airs a Alterations -up to $500.00 Repairs 7,00 4,00 $ ✓/ C�_ � � C & Alterations each add. $500,00 $ idley, Minn. / s , 19 d Slr1:i CR HOT S'.%TER SYSM: Bailer & Lines• up to 100,000 BTU ;12 -PQ $ each addn. 50,000 BTU 4.00 $ Bciler oily up to 160,000 BTU 7.Aq S each adds. 50,000 BTU ¢-0q OIL BURNEER- to 3 gal. per hour Slq.gq $ each add. 3 gal. per hour GAS BURNER- from 100,000 BTU to 49,ggq ATA S1Q.Ag $ (over 199,999 BTU see Fee Schedule) S GAS FITTING FEES: . ist 3 Fixtures ;:!�-itional Fixtures x Gas ?a nge to 199,0QQ BTU AIR CONDITIONING $ FAX F-=.ATI`:G SYSTDIS $ gee Fee Schedule VENTILATING SYSTEMS $ ALTERATIONS 4 REPAIRS $ State Surcharge $ .50 TOTAL FEE MUCH ISP. REINSPECTION FEE Date MO. 00) F=:AL I.:sp. /D Date APPnv.' L FOR Prm= FEE FOR MM HEATING PERMIT IS $7.50 pLUS -$.50 STATE SIIRCeIARGE *Attached stack verifica«.:on forte ;CIND pr usr-p AS TA PP. POt'TTZT7Q A�4NT %fes PR -t6l pu;;MTq-G NQ. PERKTrT NO. / g,F.SCRIPTIQN QF FUF.'�ACE/BUMNER wazA A*- ro. J __ - Trade Name Size No. Capacity Sq. Ft. FAA BrJe_�) AAI) Fro Total Connected Load Z;�.% CITY OF FRIDLEY • APPLICATION FOR PLUMBING AND GAS FITTING PERMIT PARTIAL RATE SCHEDULE as ?LU.\3ING FIXTURE RATES: 1\10. RATE a .%.=.be-- Fixt;:res ,'y $3.00 o Future Fixture Opening x m $ water x $2.00 $ Catch Basin x $5.00 $ hater -eater - to 99,000 BTU x $5.00 "'u iO3,000 B=J to 199,000 BTU w tp $ Heater !� r $ �^' to H .'n; Electric water Heater x $5.00 a GAS FITTING. FEES: MCC4 1st 3 fixtures •.Oi .e $3.00 $ Additional Fixtures x $1.00 .Y 9 p $x;0.00 $ RE?AIRS $ ALTERATIONS O ca N a First $100.00 $5.00 $ each add. $100.00 or fraction i $2.00 $ State Surcharge S .50 TOTAL FEE $ 1_ .0 ' p ;;� h V 3 .v O aS leC Ist I ars j 4th (R) = Future Connection Opening Connected with Sewer (') = New Fixture, Old Opening Water PARTIAL RATE SCHEDULE ?LU.\3ING FIXTURE RATES: 1\10. RATE TOTAL .%.=.be-- Fixt;:res x $3.00 $ Future Fixture Opening x $2.00 $ New-ixture, Old Opening x $2.00 $ Catch Basin x $5.00 $ hater -eater - to 99,000 BTU x $5.00 $ iO3,000 B=J to 199,000 BTU x $10.00 $ Water Softener x $7.00 $ New Ground itm Old Building x $5.00 $ Electric water Heater x $5.00 $ GAS FITTING. FEES: 1st 3 fixtures x $3.00 $ Additional Fixtures x $1.00 $ Gas Range to 199,000 BTU _L x $x;0.00 $ RE?AIRS $ ALTERATIONS First $100.00 $5.00 $ each add. $100.00 or fraction $2.00 $ State Surcharge S .50 TOTAL FEE $ 1_ REINSPECTION FEE Job Address l�v�d �� � � Av c; Department of Buildings City of Fridley Tel. #571-3450 The undersigned hereby makes application for a permit for the work herein specified agreeing to do all work in strict accordance with the City Codes and rulings of the Department of Buildings, and hereby declares that all the facts and roprosontations stated in this application are true and ocrract OWNER KIND OF BUILD�ING /?iy USED AS 0_&2 TO BE COMPLETED ABOUT ESTIMATED COST OLD - NEW BUILDING PERMIT NO. Fridley, Mn. �'d 19 Fes' PERMIT NO. Company Signed By Tel. No. R(YJ'Z INSP. Date FINAL INSP. Date APPROVAL FOR PERMIT l� 24Z"IMUM FEE FOR ANY PLUMBING P-LILMIT IS $7.50 pLq$ $.SO STATE SURj=RGE 01 SUBJECT PE NO. City of Fridley 4 19234 AT THE TOP OF THE TWINS BUILDING PERMIT r REC COMMUNITY DEVELOPMENT DIV. INSPECTION SEC. r PROTECTIVE I CITY HALL FRIDLEY 55432 NUMBER REV. DATE PAGE OF APPROVED 9Y j 612-571-3450 910-F15 10/8/87 JOB ADDRESS 1320 - 76th Avenue N. E. 1 LEGAL BLOCK TRACTOR ADDITION SEE ATTACHED DESCR. 1LOTNO. 6 2 Meadowmoor Terrace 2nd SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Ri-ch.McCoy 1320 - 76th Avenue N.E. 780-4415 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO. Klatke Construction Co. 5242 France Avenue North 535-3178 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO. Brooklyn Center, MN 55429 5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO. 6 USE OF BUILDING Residential 7 CLASS OF WORK ❑ NEW ❑ ADDITION Cgj ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE 8 DESCRIBE WORK Install Masonry Fireplace 9 CHANGE OF USE FROM TO STIPULATIONS Provide smoke alarms on both levels of dwelling SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, TYPE OF CONST. OCCUPANCY GROUP OCCUPANCY LOAD 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 ISTALLS 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 $1.55 WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT $3,100 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- TRUCTIO R THE PERFORMANC tRUCTIONZ,7 $44.50 LAN CHECK FEE TOTAL FEE $46.05 SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT (DATE) WHEN PROPERLY IDATED THIS YOUR PERtAI�IT BLDG INSP g2ALIS Q TE SIGNATURE OF OWNER IIF OWNER BUILDERI IDATEI 01 NEW [ ] City of Fridley Effective 4/1/86 ADDN. [ ] �R-1 AND R-2 ALTER. [ ] Building Permit Application Construction Address: Legal Description 9 Owner Name & Address: Contractor: rG C! Tel. # 796,51— /5 Tel. #535- 3/7S Address • Attach to this lot, with the application, a Certificate of Survey proposed construction drawn on it to of the scale. DESCRIPTION OF IMPROVEMENT LIVING AREA: Length Width Height Sq. Ft. GARAGE AREA: Length Width Height Sq. Ft. DECK AREA: Length V9 Width _ Hgt/Ground Sq. Ft. OTHER: Corner Lot [ ] Inside Lot [ ] Ft. Yd. Setback Side Yard Setback Type of Construction: lQ�,f}�(�/���1 Estimated Cost: $�� ©� 0 Approx. Completion Date: Alt. A Alt B Proposed Driveway Width If New Opening Is Desired: $ $ See Back Page for Explanation pATE�APPLICANT: Tel. :� Permit Fee Plan Check State Surcharge SAC Charge Park Fee Sewer Main Charge TOTAL STIPULATIONS• CITY USE ONLY $ Llq.•jo $ $ $ 0 0 Fee Schedule on Reverse Side 25% of Building Permit Fee $.50/$1,000 Valuation $ 525 per SAC Unit Fee Determined by Engineering Agreement Necessary [ ] Not Necessary [ ] 1/0 C, C,6 A IQ, so 2 X6 gq.Sd MainOffice S716065 USURSAN 6875 Highway No. 65 N.E... NOINEBRINO Mmneapoln, Minnmta55432 T-tHt ® r1O 0"1 880}6510 .-® Ca d <G Murtuapd Enynemn� • 15ai Tnttr� •(and gwtryuss a Land Ph=" Cfilt Road �dOe, Monnetuts -55331 OEM Mortgage . Loan Survey for GA1A.SA4 40pis r. 40. �O•II y ---- iT �tb-1 I �e I 4 Ar32o -T ��►►16 i �QiGC j i V 40.1 p 9 I I I 51 i� 141-1"'1 h4AL-g: 1"-3d LoT los g1,04K 2, MOAVOWMvoR '%RRAGE 2ND A►4oaeo..4-esur+i7 . h06l64rf -ro eAbr*rTerTs cF J46Cv001. This is.* true and correct representation of a survey of the boundaries of the land above described and of the location of all buildings, if -any, thereon, and all visible encroachments, if any, from or on said land. This survey is mode only in connection with o mortgage lean new being placed on the pr arty cod no liability is assumed except to the holder'of such mortgage or any other interest acquired by. rsojis of such mortgage. It Is understood and agreed no monuments have been placed for the purpose est Iishing I nes or boundary corners. Doted this f7rN day of of A. 0. 10-�i SUGURS N AR C. Engine s e}y�ors bv- 1901 rYOtn"CLAv ^I[ M19"13 nv=fVtmI W- 'q I'1PXijS-i5 suaJEcr PERMIT NO. City of Fridley ; 0 AT THE TOP OF THE TWINS BUILDING PERMIT 2 / r RECEIPT NO. y__-____ COMMUNITY DEVELOPMENT DIV. PROTECTIVE INSPECTION SEC. r a 1 CITY HALL FRIDLEY 55432 NUMBER REV DATE PAGE OF APPROVED BY 612-571-3450 910-F15 4/6/95 JOB ADDRESS 1320 76 Avenue NE 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR, 6 2 Meadowmoor Terrace 2nd SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Rich McCoy 1320 76 Avenue NE 780-4415 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO Standard Water Control Inc 5337 Lakeland AVe N, Crystal MN 55429 537-4849 1522 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 I ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE 8 DESCRIBE WORK Install interior drain system (Sump Pump) 9 CHANGE OF USE FROM TO STIPULATIONS Install to meet or exceed requirements of City Engineering Department. TYPE OF CONST. OCCUPANCY GROUP OCCUPANCY LOAD SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. 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 ANY TIME AFTER WORK IS COMMENCED. NO. DWLG. UNITS OFFSTREET PARKING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION ] ISTALLS 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 $2,480 $1.24 DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PERMIT FEE SAC CHARGE PROVISIONS ANY OTHER STA OR CAL LAW REGULATING CON- $54.00 Fire SC $2.48 TRUCT OR THE RF M� F ONSTRUCTION. PLAN CHECK FEE TOTAL FEE License SC $5.00 $62.72 SIGNATURE OF CONT AC O R AUTHOR AGENT IDATEI WHEN PROPS Y VALIDATED THIS IS YOUR PERMIT all B G INSP f+7 Fj tIrE SIGNATURE OF OWNER IIF OWNER BUILDERI IDATEI NEW ADDN ALTER Construction Address: Legal Description: Owner Name &. Address: CI'T'Y OF FRIDLEY SINGLE FAMILY AND DUPLEXES R-1 AND R-2 Building Permit Application n 2, 0 - 7 6 /ZZ � Z� , ff I cc) Effective 1/1/95 Tel. # �So - zlgI �;' Contractor: �cq "C(a rc( lea Z � a�? �'� l -� �� MN LICENSE # Z Address: 5-3 3 % 4 Xaki I v -r W Or x , Zeal J5`1»4 ..5 � 5f 9 Tel. # 7 Attach to this application, a Certificate of Survey of the lot, with the proposed construction drawn on it to scale. DESCRIPTION OF IMPROVEMENT LIVING AREA: Length Width Height Sq. Ft. GARAGE AREA: Length Width Height Sq. Ft. DECK AREA: Length Width Hgt/Ground Sq. Ft. OTHER:� t i�r e r � j°' � p � i of 52 s� W Corner Lot [ ] Inside Lot [ j Ft. Yd Setback Side Yard Setbacks o� Type of Construction: Estimated Cost: Approx. Completion Date: q 7- �5 (Cost on Back) Driveway Curb Cut Width Needed: F . 6 Ft x 1$ _ $ DATE: - 6 -'-1APPLICANT: - Tel. # Permit Fee Fire Surcharge State Surcharge SAC Charge License Surcharge Driveway Escrow Erosion Control Park Fee Sewer Main Charge TOTAL STIPULATIONS: 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) Alt. "A" or Alt. "B" Above $450.00 Conservation Plan Review Fee Determlmed by Engineering Agreement Necessary [ ] Not Necessary [ ] /I SUBJECTMIT NO. City of Fridley 3 3 4 2 3 AT THE TOP OF THE TWINS BUILDING PERMIT rp RECEIPT NO. • COMMUNITY DEVELOPMENT DIV. rr V ____ r � PROTECTIVE INSPECTION SEC. [NUMBjERFj REV DATE PAGE OF APPROVED BY i A �'� CITY HALL FRIDLEY 55432 _-_- J`763-571-3450 90-5 4/11/03 JOB ADDRESS 1320 76 Avenue NE 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. 6 2 Meadowmoor Terrace 2nd SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Rich McCoy 1320 76 Avenue NE 763-780-4415 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO Same 6 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 Q ADDITION ❑ ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE 8 DESCRIBE WORK Construct a 24' x 20' Addition to Dwelling 9 CHANGE OF USE FROM TO STIPULATIONS See notations on plan. SEPARATE PER res WARNIN REauiRED® Before digging call folr WIRING all utility locations 4`'002 �UINIBING AND SNG�S �UiRE®BY Lave SEPARATE PERMITS ARE REOUIREO FOR ELECTRICAL, PLUMBING, HEATING, TYPE OF CONST OCCUPANCY GROUP OCCUPANCY LOAD 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 R-1 ANY TIME AFTER WORK IS COMMENCED. NO DWLG. UNITS OFFSTREET PARKING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION 1 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 $37,201 $18'60 WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT 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 PLAN CHECK FEE/$578.35 TAL FEE CTOR OR AUTHORIZED AGENT IDATE, F{ PR LY VA I TED THIS IS YO PERMIT X!S.'M.ATUREF "OFOvvN r►� 0014/ OWNER BWLOER, iDATE /BL OG �N OAtE /I NEW [ ] CITY dF FRIDLEY Effective 1/1/2003 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 APPLICATION Construction Address: /—Ze��-7?kFpce� Legal Description: Owner Name & Address: 'R ca. /`' c_e2i Mu 7 C& Av/._ Tel. # Contractor. MN LICENSE # Address: S 0 44 Tel. # A+ -<_v LIVING AREA: GARAGE AREA: DECK AREA: OTHER: Attach to this application, a Certificate of Survey of the lot, with the proposed construction drawn on it to scale. �P a, DESCRIPTION OF IMPROVEMENT Lengthy (LlorIth th e b _Height Length Height Sq. Ft. Q D - Sq. Ft. Length Width Hgt/Ground Sq. Ft. if Construction Type: L4j o u _ Estimated Cost: $ Driveway Curb Cut Width Needed: Ft. + 6 Ft = Ft x $ —=$ DATE: ` �_U� APPLICANT: RY`t ` Tel. # 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. Permit Fee Fire Surcharge State Surcharge SAC Charge License Surcharge Curb Cut Escrow Erosion Control Park Fee Sewer Main Charge CITY USE ONLY - $ �� , 6_� $ -7 • �� TOTAL $ 15 78. 3 Fee Schedule on Reverse Side .001 of Permit Valuation (1/10th%) $.50/$1,000 Valuation $1275 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 [ YSYR■AN --- aNO1NtSRINa f'u•J i .Munu,iod 6natnr.rmie • ioJ rntW • Land RurtvV-e a land Pfann.na M.m 011K•a 5716066 8875 Highway No. 65 N.E. Minneapolis, Minnesota 55432 South oftwe 8808510 1101 Cliff Road _ Burnsville. M,nnezvu 55337 Mortgage. Loan Survey for GARaAG G.spwyr. Gv. 1 ay.NOW `%---------- `� r' 1 o. o I�` t•bT • fQAnt 49W-60. IIS► �* 1 a ao.3 — I I I o14 LoT to ti matin. �.�t 2, MEAv=WMooR 'r*RR"e�cCO. 2Nv As+oaco..Gvur+j7 hugaE4-S To eA'!;e6rISt4T5 of (lEco�v• This is.a true and correct representation of a survey of the boundaries of the land above described and of the location of all buildings, if -any, thereon, and all visible encroachments, if any, from or on said land. This survey is mode only in connection with a mortgage loan now being placed on the pr erty and ne liability is assumed except to the holder*oi such mortgage or any other interest acquired by reason of such mortgage. If is understood and agreed no monuments hove been placed for the purpose est lishing 1 nes or boundary corners. Dated this r7rH day of 1Jod A. 0. 19Jt E SUdURs Engine s Oyer% _br_. Not Published: All Rights Reserved Za ?.400r3a Drawings and Notes for Addition: 1320 76th Ave NE Fridley, MN 55432 Contact: Rich McCoy with questions Day #: 763-788-9051 Cell #: 763-370-8732 9 Home #: 763-780-4415 t (*If need to leave a message, call cell phone number) Construction Notes: Ek •Solid bearings under headers and girder trusses • Doubled 2"x 10" headers over windows and doors �� C •( • 2"x 6" hand framing 16" O.C. 2"x 8" ridge board • Footings 24" 1ei 12" dim nElffr, below frost line reinforced with re -bar (sonic to s) • Gas fireP la ,' i/tthilower and thermostat, horizontally vented, installed per • Two 6" diameter heat runs from existing furnace • Cold air return on interior wall • Electric base board heat in 6'x 8' mud room if needed Electrical:0.- 4��4wi • Electrical will be provided to co e General Notes: �iau • New shingles, vinyl, and windows on existing home (per code) 114IND WASH THERE NEEDED I&IRFRIINE 30 SHINGLES lt-jj/ ROOF FELT / ICE&WATER SHIELD 15132 CDX RATED SHEATHING OOF TRUSSES 24"O.0 AIR BA LES 'I MIL. POLY VAPOR BARRIER VA TkG CEDAR 7,010-WZ2 lo #// via0000 e o* elow &KEY XV -4(%A11 s?. ell T&C I F" R V#l/LAG I is v, 75be f1 -dumb I IHIS JOB COPY SHALL BE A \�AL�E ON THE JOB OR—TK--F-9 A M I PJ G AND flNAL INSPEZT-IONS 0 FOR 10L hLv"1111-46 MVPLUIION VAMP11,01Ae - -57 20' /),ouf/lo MMI - CA aCk MVIAW C e Gf-e�f�� ml*-v- ., ;6a45� sekes � cl IAI <I I kl( V ;UR I it m I 1 1) ',111 AI 1111%, '1 (11) *A[ i ': 16" O.0 1, 14 1 I J I"til A I ION ( VAK )k I 3ARIdt k 14 : k I r I I AG 1301- Is 1 1/2" HOLD B ' FOAM INSUL 20-0-0 r� ^'4 r 0 0 N O O r r c: c IINOU5f104r1f 0.r„nd3v. Alarch 31 2003 A"Y 1-0"b*,eiAVf- POST :a figI 2x12 i� c I 10 �:aalr_r_.etr.: s,:=.Ir•; :as�r .I,: m .st!•- ttr.,.�,_ �a:.mer,ao�:x�.ra;cas:<: �:r�:r.:•,ti..:,; f s • • HOLD BACK FOR LEDGER tt:.K bats-.-rs�;'t.;�e��;.ln±;t�• s°::;u<wE:;:yf:'�^t; c!n^,::�� L n, WINDOW L=- 61- Job: UU30iAbDli Mark: i''1 Quantity: cJ Wype4: i41UO Spdn: AJUVUU Yl -tilt LU.AUU LOLL UH: U r AL9"L un: U Y Home Depot - Fridley - 2802 HO 1-4-0 TCj_1 1-5-10 Ll -5-10 I 3x4n 3x4= 2x311 A Z AA 114-0 Will 1 i W3W3 W31 B 3x5-( Y 3x5= I I Ws308 Rs 414 3x4 = 2x311 BB TILL CC HOTHS. 1. Trusses Manufactured by. WISCONSIN TRUSS 2. Empirical Analog used. 3. LATERAL BRACING Top Chords Continuous Btm Chords Continuous 4. Unbalanced Loads Checked (Unbalanced Load Fac. = 1.00, 0.00) S. Fasten truss to oast. bearing(s) for 429 lba uplift. 6. Prevent truss rotation at all bearing locations. 7. This truss must be installed as shown. 8. Provide 216 continuous strongbaeks (on edge) every 120-. Fasten each truss w/ 3-16d nails at vertical Crus& member(s) 9. Truss spacing is 26- o.c. Standard Loading Total Design Loads Point Loads (lbs) TC 2181.81) LL + 818.2D DLP 11- 9- 0 HO 1-4-0 ro 0 17 -BJ, 6x10- C 3x6= 4xS G DD W3 It ��� W38 W34 X 91 H 3x6 3x5= 44x5 I W1504 Common Diagonal: 2-5-4 R: 461 peau autot bass prating. Refer to HIM -91 as pub16h94 by 11IC Tross Ptale IaftilaR, Sea U' CHORD Designer t WEB drdes(o)ordlrlumiousUWeseolhesroiseindkatedbya"v",all sluts la plates rue Top Chords OT x -POS Y -POS PLATS SIZE TYPE Is Y I4EMSR CSI FORCE DISP MMR CSI FORCE 4x 2 240092.0 A -11-10- 8 1- 4- 0 3.00 x 4.00 LOCK 30 1.50 CNTR A -Z 0.05 OC 1- 8-10 B -A 0.01 54C Bottom Chords DO -3- 0 1- 2- 8 4.00 as 5.00 LOCK 20 CNTR 1.50 Z -AA 0.09 780C 1- 6- 6 B -Z 0.16 584C 4x 2 240OF2.0 82 3- 9- 0 1- 3- 4 3.00 x 5.00 LOCK 20 CWTR 0.25 AA -BB 0.12 780C 2- 6- 0 Z -Y 0.20 401T Webs E 10- 0- 0 1- 2- 8 4.00 x 8.00 LOCK 20 3.00 1.90 BB -CC 0.12 757C 2- 6- 0 Y -AA 0.04 138C 48 2 SPF -STUD C 11- 9- 0 1- 4- 0 6.00 x 10.00 LOCK: 20 1.50 1.50 CC -0 0.12 757C 3- 7- 8 Y -BB 0.06 late D 11-10- 8 0 2.00 x 3.00 LOCK 20 1.50 0.74 0 -DD 0.13 343T 9. 0 BB -x 0.09 286C U 10- 0- 0 1- 8 5.00 x 12.00 LOCK 20 9.00 1.50 DD -EB 0.19 967T 2- 6- 0 x -CC 0.04 172C V 7. 3- 0 1- 8 4.00 x 10.00 LOCK 20 CNTR 1.50 EE -32 0.19 9677 1- 6- 0 x -0 0.38 771T H I. 0- 0 1- 8 4.00 x 5.00 LOCK 20 2.00 1.50 52 -FF 0.19 967T 1- 0- 0 8 -0 0.06 448C 31 -2. 1-14 12 3.00 as 5.00 LOCK 20 CNTR 0.25 FF -GO 0.38 2984T 2- 6- 0 H -DD 0.25 503T B -11-10- 8 0 3.00 x 5.00 LOCK 20 3.00 CNTR li0-E 0.47 2984T 2- 9- 0 DO -W 0.28 921C LOCK 20 Gripping Values waxr380.0 mins218.0 B -C 0.64 4226T 1- 9- 0 W -EE 0.04 173C W -FF 0.53 1078T DL+LL Deflection is 0.10^ at Joint C E -Y 0.08 466T 3- 3- 0 FF -V 0.39 1265C Y -x 0.13 943T 5- 0- 0 v -GO 0.05 178C N -91 0.05 343C 1- 5-10 V -H 0.90 1826T S1-11 0.05 343C 1- 1-14 D -B 0.12 931C B -W 0.05 226C 3- 3- 0 D -C 0.72 5192C W -V 0.30 1937C 5- 0- 0 D -C 0.00 12C V -U 0.32 4226C 2- 9- 0 II -D 0.11 OC 1-10. 8 Max CSI Top 0.64 Max CSI Bot 0.32 Max CSI Webs 0.90 HO 1-4-0 TCj_1 1-5-10 Ll -5-10 I 3x4n 3x4= 2x311 A Z AA 114-0 Will 1 i W3W3 W31 B 3x5-( Y 3x5= I I Ws308 Rs 414 3x4 = 2x311 BB TILL CC HOTHS. 1. Trusses Manufactured by. WISCONSIN TRUSS 2. Empirical Analog used. 3. LATERAL BRACING Top Chords Continuous Btm Chords Continuous 4. Unbalanced Loads Checked (Unbalanced Load Fac. = 1.00, 0.00) S. Fasten truss to oast. bearing(s) for 429 lba uplift. 6. Prevent truss rotation at all bearing locations. 7. This truss must be installed as shown. 8. Provide 216 continuous strongbaeks (on edge) every 120-. Fasten each truss w/ 3-16d nails at vertical Crus& member(s) 9. Truss spacing is 26- o.c. Standard Loading Total Design Loads Point Loads (lbs) TC 2181.81) LL + 818.2D DLP 11- 9- 0 HO 1-4-0 ro 0 17 -BJ, 6x10- C 3x6= 4xS G DD W3 It ��� W38 W34 X 91 H 3x6 3x5= 44x5 I W1504 Common Diagonal: 2-5-4 R: 461 peau autot bass prating. Refer to HIM -91 as pub16h94 by 11IC Tross Ptale IaftilaR, Sea U' Standard Loading Designer t ALL PLATES ARE LOCK20 2x3ii 3x5= 3x7 2x311 EE S2 FF GG W34 W34 ..W ."----BIR L'F 3x8- 4x10= Ls2181.e 4x8 Df818.2 E I i 1145 21 21 W34 D v x311 5x12= Cantil- 7-14 W:504 8+3980 SCale: 0.361" = 1' Robbins EngtlieOring, Inc /Online Mus- 0 1WJO-2002 Version 13.0.005 Engkieering - Landscape 04/0V2003 3.44:12 PNI Page 1 ROBBINS LUCK connector plates (20 ga. 911r. steel -ASTM A633 SS Glad, 40) shall be Robbins Eng. Co. bears no responnibbly for the erection of itasss, field bmdug or applied on Loth facet/ of trues at each Joint. Center the plats unlus Anna ollarmhe by peau autot bass prating. Refer to HIM -91 as pub16h94 by 11IC Tross Ptale IaftilaR, Sea U' Standard Loading Designer t _ ` drdes(o)ordlrlumiousUWeseolhesroiseindkatedbya"v",all sluts la plates rue 0.4doDame. Suite200,3fadbuo.Wiscoruiu 53719. PersonsuecdugI--and TC Live 40 pat Checker: �"+... parallel pith itte chords or harisonlally at the peak and/or heel. No loose hats or waun eautivatd to seek psafouloaal add" auucoulag proper -thou brudug to pstreuc 'tC aumo 4 -bearings at ch In pt it corded arta. Splice only »here abown. Overall spansuta ntnukq-. Care soid bta a to pre,eal daraq. dg Gb,watimr, toppling sad"durm e ktm tu Dead LO p3f Reviewer; _ 4 "�... •-.. sad, edea 1 dimicil olherals . Cutting and fabticanun shag be perforated as ti.ipmeul which praduw snug Oiling (aims and ylatas.'Mds design was prrpartd in aeeordaute marage, sWppwg oud ertcdoa. 1'up and bulwor chords ahatl ba udeyuotdy bueed is tot abuse. of shtalhiug -rigid ailing. resptcfi,dy. It 6 the reepouauttit3 Owl".. to Be Live KC Dead 0 p a f 5 psi Designed: Reit/ i7J: G WISCONSIN TRUSS INC. with"Natlarml Unign SpsdOcatlarufor Slress- Grade!.umber and it, F-teWngs" (AFPA), "Dmigo Specifications for fight Metal Platt Connected Wood Trunes" (1 PI). us.vrglo shat lbs dnigu lusts wiLrtJ oa Wfs uranwg ester ur raceeJ sbc aetuat deet loads irup-d by the nructurc -1.4 hs a loads hnposeJ bt thr 1d,ul building -4 ..r Total 55 i+d f Rev Date: 6091FWSIFiIRLPAeI(h0.-CORlicll,Yit5C�t1i1hSNJ1 andIIUUUsigoCrieerlaforTrusudRaOers. biat"ital'thasar.turds. LUntbe7: SI Plate Sl 1.00 1.00 Run UaCa: 04/01/0: Versiou: 13.0.005 09Ica' S)f:l§-640072'3-WU Fa:,'(715) 2i3 031 FURNISR A COPY OF 7 HIS DESIGN TO CRLC LION CONI'RACTOIe. Spacing 16.0 iu. llrawing: E -sal. v, GOulstld: wr not na; IT IS THE RESPONSIBILITY OF THE BIrt1I1LNG DESIGNER AND 'I HUN5 FAO. TO RL% lE% I'IO5 hR,UVINC:, 3 Vf wfM'V 771sT ndTa tN['l erlllNe_1112r Lill a.eCf nACIIw M1I Tel anf`ti Nra+/\DF'!'�A Can rwr\�IaYl al!7l' Robbins EngtlieOring, Inc /Online Mus- 0 1WJO-2002 Version 13.0.005 Engkieering - Landscape 04/0V2003 3.44:12 PNI Page 1 2003 -APR -03 10:13AM TT- �;]f m fi. n _ -3V PC=.,. n 2.3 m �• g �.g7Eo���cp a 1� 11vS �ORfi9p a 6 � •� agqsk�l��LB� zs io� A���6os W lRy ^Q YY6-�Y\ Ur =9.C; d„� 'r o•�i� e C e, n P Y kr a; i r Y C 14 \ p s ,r FROM - n --1 1 _ 1 1 Y V N o �f. 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Sys f j n J y JV V.0 O 00` Gi c '93� < •9J� 9.2.11 C _ em.a.mgna3 jma v V G C ps�`F VNG Z �3pm?J �F Ptaet C 3n w Q��9b OOea� N bu c Va�a �G�ae °C�rO'naazab CQ3J �+r� N coo m SSLAU NIS40OSIA VL69 9ZS 008 1 TVd ES:ST HALL £0'[0 60 ++� hrlate� rrc� 04/02/03 WED 09:46 FAX 1 800 826 6974 wiscONSIN TRUSS _ T— 1 a N �O — 1 m }v, fp P A .Y u Y J p w � o P a q. a y Y x y Y 4n0~o ���0• p� P. oua-i pl3 serga�d11-d HER Iflill .J Pa34aa �Ipw� m rM1 m O Y I i e. s m m 0 a� o�m� v a K n wou, �a v■�■ , y o~! r him a u o� 651-d HOMO d 699- �4 O I —mod d r P vl � U lV A r] V M - a > m > > q f. a y y 9 a o e , J :F www w�u wsaa:na b In Ln ;.;v Id 00 �• 11 N n vt W m b a q v .>, cm, >i m+ m m l n m Nu�+cow a n . rAF. ..,a � gipp yaY�vL ag'ka t+ da aw r�33•i � jt����a3v� 6i�e 09� Rr,Y i 5 r, o7$rg3� �• a a p op e aQ a CLL uyp� �ya?�'rasa g@ 4v9�g���e Zile i me a aa�_,a ,gip 7 yifi.>; wvs � : o � Eo—adv—soot I •� r a -'EM _ Arol w __3Q_ - 3 x �4 O I —mod d r P vl � U lV A r] V M - a > m > > q f. a y y 9 a o e , J :F www w�u wsaa:na b In Ln ;.;v Id 00 �• 11 N n vt W m b a q v .>, cm, >i m+ m m l n m Nu�+cow a n . rAF. ..,a � gipp yaY�vL ag'ka t+ da aw r�33•i � jt����a3v� 6i�e 09� Rr,Y i 5 r, o7$rg3� �• a a p op e aQ a CLL uyp� �ya?�'rasa g@ 4v9�g���e Zile i me a aa�_,a ,gip 7 yifi.>; wvs � : o � Eo—adv—soot REScheck Compliance Certificate 1995 MEC REScheckSoftware Version 3.5 Release la Data filename: D:\Program Files\Check\REScheck\addl.rck CITY: Fridley STATE: Minnesota HDD: 7391 CONSTRUCTION TYPE: Single Family DATE: 04/04/03 COMPLIANCE: Passes Maximum UA = 90 Your Home UA = 89 1.1% Better Than Code (UA) Permit Number Checked By/Date Gross Glazing Area or Cavity Cont. or Door Perimeter R -Value R Value U Factor UA Ceiling 1: Raised or Energy Truss 519 40.0 0.0 12 Wall 1: Wood Frame, 16" o.c. 192 19.0 0.0 8 Window 1: Wood Frame:Double Pane with Low -E 26 0.310 8 Window 1 copy 1: Wood Frame:Double Pane with Low -E 26 0.310 8 Wall 2: Wood Frame, 16" o.c. 160 19.0 0.0 6 Window 3: Wood Frame:Double Pane with Low -E 26 0.310 8 Door 1: Glass 34 0.310 11 Wall 3: Wood Frame, 16" o.c. 224 19.0 0.0 13 Window 4: Wood Frame:Double Pane with Low E 8 0.310 2 Floor 1: All -Wood Joist/Truss:Over Outside Air 512 40.0 0.0 13 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 1995 MEC requirements in REScheckVersion 3.5 Release 1 a (formerly MECchec� and to comply with the mandatory requirements listed in the REScheckInspection Checklist. Builder/DesignerX"�� �;` `0 Q,r : s r Date 7888603 ACME METAL SPINNING 054 P01/05 APR 07 '03 07:59 Acme Metal Spinning, Inc. ACME METAL SWNNING shwe woe 98 - 43rd Avenue, N.E. • Minneapolis, MN 133421 Phone: 763-788-9061 6 800-383-6971 Fax: 763-788-8603 • Fax: 800-747-5861 www.ScMsmetalepinning.com E -Mail info@acmemetalspinning.com TO: N \G� Q, -:Yf A.) 5 &LZ DATE: FROM: MC �u NUMBER OF PAGES INCLUDING COVER SHEET COMMENTS PLEASE RESPOND YES/ NO FAX 763-788-8603 OR FAX 800-747-5861 NOTE: DUE TO VARIOUS CONDITIONS, FACSIMILE TRANSMISSIONS MAY NOT ALWAYS BE LEGIBLE. THEREFORE, FAX QUOTATIONS WILL BE FOLLOWED UP WITH A FORMAL WRITTEN BINDING QUOTATION. 7888603 ACME METAL SPINNING WISCONSIN TRUSS, INC. "INDUSMIAL PABX RD. • C Wjj , W19Co"IN 54x32 Office! (715) 2.3,n-6465 or 723-8817 Tell Free. (800) SM6975 Fara (715) 239-6731, Toll Free: (800) 826.5974 E-mail: wistrusst_discover-net.net SOLD TO: HOME DEPOT, FRIDLEY ADDRESS: 5650 MAIN ST., NE CIT'YATATE: FRIDLEY, MN 55432 FAX #: 763-586-9407(25) ATTENTION: TOM 054 P02/05 APR 07 '03 07:59 QUOTATION QUOTE M U030325D ORDER M DATE: 03/28/03 JOB NAME: RICH MCCOY DIRECTIONS: DATE REQUIRED: OUOTE BY• rHRI-C k Item A Qty 9 Slope Span ft, - in. ,16th Overhang Left Right _ Style Special Conditions On Cente Spacing Cost Extended ph 16" 24 • 0- 0 4 X 2 BCB FLOOR 16.. B 5 16" 28 • 0 0 4 X 2 BCB FLOOR 16" C 2 28 - 0- 0 13/4" X 16" LVL D E F 2 14 24- 0 0 1 3/4" X 16" LVL THD410 Heavy -Duty Truss Hanger G H L l•f r t?'si' i. _a •- N 0 P a THIS QUOTE IS BASED ON THE PROVIDED INFORMATION. ..BUILDING DEISNER/CONTRACTOR MUST VERIFY ALL INFORMATION R S T U V W S eclat Conditions: Sub Total Sales Tax Grand Tota 2. 3. 4. Design Loads 5' T.0 live 40 6. T.C. dead 7 This quotation includes only the items listed andlor described above. All information must be verified by customer, contractor, or other responsible party(s). Unless noted, all quotas an: subject to review 15 days 6ftsr quote date shown above. B.C. live B.0 dead 10 7888603 ACME METAL SPINNING 054 P03/05 APR 07 '03 07:59 C „, Customer Service / Technical Assistance Lumber Western U.S. 1-800-22'7.0470 Eastern U.5, 1-800-528-5934 Connectors - o 611M An c0.1mw Typical THD210 installation herd lind riling THD28-2 r- 2” Heavy -Duty Face Mount Truss Hangers — THD series Materials: 16 or 14 gauge • ° ° Finish: G60 galvanizing Options: THD26 and THD28 are available in Triple Zinc. To order, add TZ, to stock number, as in THD28 TZ. " THD hangers with widths greater than 3 can have o ° ° one flange Inverted With no load reduction. Specify left or right. • -' ,.. T Codes: ICBG, SBCCI, BOCA — NER 478 u L.A. City R825283 THD28 DSA PA -076 Installation: • Uze all spealfia hastenor5. See General Notes, page 5. • privy benA line nails into heAAar at 46 to achieve l)suel loads. See ANSI/TPI section for truss chord applications: pages 133-135 for EWP applications Joist 114ues Size USP Stock No. Ref. No. Steel Gauge W pimonslDns H D Fastener Schedu 00ader Truss Allowable Loads (Lbs.) floor Roof U Apr 10078 115% 125' =% 18045 2 X6 -8 - TH026 HUS28 16 1-518 5.116 3 (18)16d (12)10d x 1.112 2a3D 2796 3040 1520 1829 2 x 8.10 MD28 HUS28 15 1598 7 3 (28)16d (16)10d x 1.112 3M 3965 3065 2023 20 2110.12 THD210 HUS210 16 1.518 9 3 (38)16d (20)10d x 1.112 4715 5= 5t15 20 3= (3)2 x 6.8 THMS-2 HHUS28.2 14 3.7116 5 2.718 (18)16d (12) lad 2450 2815 301 101 261) (2) 2 x 8. 10 THD28-2 HHUS28.2 14 3-7116 7 2-7/8 (H)16d (16)1od 3750 4315 4600 2390 1 205 (2) 2 x 10.12 THD210.2 HHUS210-2 14 3.7116 s 2-7/8 (36)16d (20)10d SM = M 2985 3585 t•3m x 5.112 - 7-w 1.314 x 7.114 11.118 1 HDI75 TH0177_ - •• - 14 14 1.718 1.716 6 6718 3 3 (10116d (28)164 (12)104 x 1-112 (161 lad x 1-112 2450 3010 Isis 4380 9055 4585 1596 265D 1846 2330 1.314 x 9.114 •-I4 7HD179 - -• 14 1-718 8.718 3 (38)16d (20)10d x 1.112 5170 5490 1 Ml 2650 3070 4%6-8 THD48 HHUS46 14 3.518 5318 3 (18)16d (12)10d 2450 2815 3056 1825 2190 40-10 THD48 MgU646 14 3.516 7 3 8)18d (16)104 3750 4315 4890 2ND 20 4 x 10.12 THD410 HHUS410 14 3.510 9 3 (30)16d (20) lod 5080 5955 6965 2885 3585 4 x 12.14 THCd n - - 14 3.5/8 11 3 48)16d (2011 (W 6490 5650 8650 2486 3686 4 x 14.16 THD414 14 3.548 1 12.718 3 (68116d (20)10d 7770 ENO PIS 2US 3586 &x 10.12 THD610 - - 14 5.1/2 9 3 (39)18d (20)100 5090 5855 B°. S 2M 9585 6 x 12.14 THD612 • - 14 5.112 11 3 (48)16d (20)10d 6450 80 8650 2886 3595 6 x 14.16 1'HD614 - - 14 6.1a 12.718 3 (58)16d (20)10d 7770 8940 9715 2886 305 1) UoU loads have been inpreased 3S tI34, Or 80%a torwind or 6eMmte toads; no hu0ler inereese sha0 Re permined. 2) 1091 x 1.1/2 naffs are S gauge (0,148"60=100 by 1.112' long. 3) Minimum 11141 oenahnllon is 1.16116'tor 16d nails. -su Specialty Options — refer to Specialty Options section for additional details. ' apUon its Sloped Seita' �"' ' ''.:sleppc % Siiervsd!�' tr' Range l' to 45' 1' t0 45' skew 1' to 43• eloped 1'104r Almabte 85% of table load. 65%oftableload. 6%oltametoed. Loads Ordering Add SK, angle mquhed, Add SL. slope required, See eloped and SkeaAM and 101(R) or len (L), and up (U) or down (D), FJ THD410•SSA5t1S MD to p pmol nun lw. to product wxftr. Ex. THD410-SK45R Ex. TH0410. OO 1) Skewed hagg®t6 Vlh skews peter Oran 15° may have e0 iaid natling on outride 9ange. 2) Sloped or sloped/ skewed hangam wlth s looss greater than 16` meq hew addirdxu l lrlppa, 3) A0 stoped. skewed or oombinadene require bevel wt an laat In a0 ap6esrorm I 7888603 ACME METAL SPINNING I(Xi .y I II I� II i I I,U r)I 1 054 PO4/05 APR 0? '03 08:00 t )� (X.l f, I I••� I IL 7888603 ACME METAL SPINNING 054 P05/05 APR 07 '03 08:01 CITY OF FRIDLEY INSPECTION DIVISION 6431 University Ave NE Fridley, MN 55432 APPLICATION FOR POWER PLANTS AND HEATING, COOLING, VENTILATION, (763) 572-3604 REFRIGERATION AND AIR CONDITIONING SYSTEMS AND DEVICES FAX (763) 571-1287 RATE SCHEDULE Residential Furnace Shell and Duct Work, Burner - Effective January 1, 2003 JOB ADDRESS 11 A U :1(1r ~ J4 OWNE Rate TOTAL- - t ``' _ BUILDING USED AS IA 0 c ,�/VLJ Also Replacement Furnace $ 30.00 (Side Vent - Fill Out Back) Gas Piping (Needed with new furnrZO) ,t'�(10.00 but not replacement) 2 Gas Range $ 10.00 Gas Dryer $ 10.00 *Air Conditioning -. All Sizes $ 25.00 All Others/Repairs & Alterations (LIST ON BACK) 10/o of Value of Appliance or Work Commercial/Industrial 1.25 Jo of Value of Appliance or Work State Surcharge TOTAL FEE MINIMUM FEE FOR ANY HEATING/COOLING/VENTILATION REFRIGERATION/AIR CONDITIONING PERMIT IS $25.00 PLUS THE $.50 STATE SURCHARGE REINSPECTION FEE $47.00/Hr *Air Conditioners can not be placed in a side yard without written permission from adjoining property owner. ESTIMATED COST PERMIT NO. ` DESCRIPTION OF FURNACE AND OR BURNER Q_s�c�� No. of Heating Units_ Circle One (Steam) (Hot Water arm Air) $ Trade Name HeA"-YU-!�Llb Size No. BTU 1 A�Q 0c.) HP EDR $ FuelTotal Connected Load Burner Trade Name Size No. $ BTU HP EDR $ The undersigned hereby makes application for a permit for the work herein specified agreeing to do all work in strict accordance with the City Codes an $ .50 rulings of the Building Division, and hereby declares that all the facts and representations stated in this application are true and correct. DATE HEATING 0 Signed TEL # FAX # Approved By _�6 Rough -In Date Final Date FILL OUT BACK SIDE FOR STACK VERIFICATION ON REPLACEMENT FURNACE THE BELOW MUST BE FILLED IN WHEN REPLACING FUEL BURNING APPLIANCES OR THE APPLICATION WILL BE RETURNED rntiemm VFNI, VENT r.QNNFCTQR AND COMB ISTIDN AIR VFRIFICATION When replan -Inn an eYictin0 h trance, the undersigned hereby verifies that the venting has been examined and is free from rust, deterioration, obstructions, and is securely supported and firestopped where required. Yes( ) No( ) The venting system is plastic/PVC and meets all current codes and manufacturer specifications including sizing, length, number of elbows and termination. Yes( No( ) The undersigned also verifies that the replacement unit is a listed assembly and meets the current codes and manufacturer's specifications. This does include AGA-GAMA Category I Central Furnace Venting Tables for fan Yes( No( ) assisted and natural draft appliances. The ami-rding numb ietinn air is sized and installed to meet the current codes and manufacturer's specifications. Yes () No ( ) When required to Instan s npw r-nmh"nfinn air. it will be sized and installed to meet the current codes and manufacturer's specifications. Yes( ) No( ) When jp4alling a new venting, *vstem, the undersigned hereby verifies that it is a listed assembly and meets the current codes and manufacturer's specifications. This does include AGA-GAMA Category I Central Furnace Yes () No( ) Venting Tables for fan assisted and natural draft appliances. Is the common vent and vent connectors sized and installed correctly after an appliance has been removed from the common vent and vented separately as per current codes. Tyne and Si7a/cnmmon Vant and Vent Cnnnectn Yes ()No( ) A1111loanna Appliance #1 Type BTU Input _ Fan Assisted or Nat_, Appliance #2 Type BTU InputFan Assisted or Nat,_ Appliance #3 Type BTU Input _ Fan Assisted or Nat Total Appliances _ Total Btu Input Common Vent Type Vent HeightDiameter inches Appliance #1 Vent Connector Height ft Length ft Diameter in Type Appliance #2 Vent Connector Height ft Length ft Diameter in Type Appliance #3 Vent Connector Height ft Length ft Diameter in Type N HEATING CO: Signed By: Date: