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PRE 2010 DOCSCity of Fridley, Minn. BUR DING PERMIT N® 3 711 Date: ... .:: /. .......... Owner ....................................... Builder ...... ........... "�............. ..... Address ...................................... Address ............................................. A I OF BUILDING a No. .... _./Street ..... C� .. t. ........ R ... Part Lot ... ... .............. . Lot ... .��..�... Block ............... Addition or Sub -Division .............. ..... Corner Lot ............ Inside Lot . A ........ Setback �. .... �. Sideyard . � �.� ........... .... . DESCRIPTION OF BUILDING To Used �. .. ... Front . 0 F . Depth a�..°�..-f e Height /107Sq. Ft. /6 .�p./ Cu. F't. ................. Front ........ Depth ........ Height ... Sq. Ft......... Cu. Ft. Type of Construction ..................Fit. Cost. ...... To be Completed ................... In consideration of the issuance to me of a permit to construct a buil g desrib d above, I agree to do the proposed work in accordance with the description above set f anq In com li co th provisions of ordinances of the city of Fridley. .i�. Ar .. . .. ......... In consideration of the payment of a fee of $9A..10�—, permit is herely ed to .......'... ......................... to construct the building or addition as described ab ve. This permit is granted upon the express condition that the person to whom it is granted and his agents, employed and workmen, in all work done in, around and upon said building, or any part thereof, shall conform in all respects to the ordinances of Fridley, Minnesota regarding location, construction, alteration, maintenance, repair and moving of buildings with- in the city limits and this permit may be revoked at any time upon violation of a�Y.ef7the provisions of said ordinance. i / , NOTICE: This permit does not cover the construction, Installation or alteration for wiring, plumbing, gas heating, sewer or water. Be sure to see the Building Inspector for separate permits for these Itema. s is P V APPLICATION FOR BUILDING PERMIT CITY OF FRIDLEY, MINNESOTA Owners Name Builder Address ® ,Xk Address VU LOCATION OF BUILDING, No,� X Street V Part of Lot . Lot t2 Block: Addition or Sub. Div. Corner Lot inside Lot ._.� Set Back`' Applicant attach to this form Certificate,of Survey of Lot and proposed . building location, DESCRIPTION OF BUILDING To be use as — Front d 0 Depth__r.__Height Sq. Ft. 'Cu. Ft. Front Depth. Height Sq. Ft. Cu. Ft. Type of Construction Estimated Cost To be completed �. The undersigned hereby makes application't.or a permit for the work herein specified, agreeing to do all work in strict accordance with the City Ordinances and ruling of the Department of Buildings, and hereby declares that all the facts,,and representations stated in -this application are true and correct Date"Is Signature 4 2( Si natur Lam` ' lea � (A Schedule of Fee Costs can be.found on -the Re rse Side) City of Fridley, Minn. BUILDING PERMIT Date: ....._ Builder ...-""d ;..� Owner: .:......:...._._......_..:...._---._�.........._._......_._._.._...._....____.....__. .w..�:.. � ....._aa�-�. Address....._._..___..._._.�___._.. _._ Address ....... _................. _..._.._.._ .._...._.._...___..._.._.._._------___..._.._.._..._.. ION OAF BUILDING •••+' Street _- V ._.. ���,± .�..__....._..._..........__ Part of Lot ............ _..� . ___. _...._.._. Lot Block..........- .... Addition or Sub-Divisionl. ...._.: �:......__�� _...._... X - .� Corner Lot ............................ _.... Insid Lot .. ..----._......._........ Setback ....._..:.......... - - - Sideyard _ C .............. ................ _.........._.. _ .. Sewer Elevation ....._:......- :- s.- _- - _ - - - Foundat3 ENI ti :. .......... DESCRIPTIO14 OF BUILDING To be Used as: ..: _:.:...., ...w. Front Height R�sq. Ft. Ia. Yocu. Ft. 476 - -- Fro_..........:. - . Depth ....._. Height ..:...:.:. ......_.. Sq. Ft... .: Type of Constructs 1 )�'.'-_`"". To be Completed ....._.. 'on..........:........_......-•---�-•------._:.._...:...: Est. Cost.........-!_%.:�*..'. ............................................ 7C In consideration of the issuance to me of a permit to construct the building described above, I agree to do the proposed work in accordance with the description above set forth and in compliance with all provisions of ordinances of the city of Fridley. In consideration of the payment of a fee of permit is hereby granted to to construct the building or addition as described above. This permit is granted upon the express condition that the person to whom it is granted and his agents, employees and workmen, in all work done in, around and upon said building, or,any',part thereof, shall conform in all respects to the ordinances of Fridley, Minnesota regarding location, construction, alteration, maintenance, repair and moving of buildings within the city limits and this permit may be revoked at any time upon, violation of any of the provisions of said ordinances. .�.:� Building Inspector NOTICE: This permit does not cover the construction, Installation for wiring, plumbing, gas heating, sewer or water. Be sure to see the Building Inspector for separate permits for these items. amt., • tet\ Owners Name &4"evL' Address /D/ APPLICATION FOR BUILDING PERMIT CITY OF FRIDLEY, MINNESOTA Builder . I. OF BUILDING No. #,r eet .. `. Part of Lot Lot - Block '� Addition or Sub.. Div. Corner Lot . ... Inside Lot Set . Back. J Side -Yard C) SEWER ELEVATION. .4? % ATION ELEVATION A licant attach to ;Pzs form Cert3 tate Surve of Lot and proposed building location. DESCRIPTION OF BUILDING To be used as: '0004;�*Front `Z`o• Depth �I Height F Sq. Ft. Cu. Ft. Front Depth Height Sq. Ft. Ft. / Type of Construction Estimated Cost To be completed 46C /g T The undersigned hereby makes application for a permit for the work herein specified, agreeing to do -all work int strict accordance with the City Ordinances and ruling'of the Department"of Buildings, and hereby declares that all the facts and represeAa- tions stated in this application are true and co ect. DATE SIGNATURE (A Schedule of Fee costs can be found bn the Reverse'Side.) MINDER ENGINE G CO., INC. ENGINEERS AND SURVEYORS LANG SURVEYING SOIL) TESTING 01141L MUNICIPAL ENGINEERING LANG PLANNING G418-S6TM AVENUE N. MINNEAPOLIS 'MMINN. KE 7- 3637 C.o rt i I i cis -4 IF 19 w wvelr f b i, � —aft 41 - .. " -. 134. 575 — WE MERE BY CERTIFY THAT THIS 15 A TRUE A140 CORRECT REPRESENTATION OF k SURVEY OF THE BOUNDARIES OF THE LAND ABOVE DESCRIBED AND OF THE LOCATION OF ALL BUILDINGS, IF AMY, TKEREON, NV40 ALL VISIBLE ENCROACHMENTS, IF ANY, FROM OP. ON SMD LAND. MINDE(Z ENGINEERING CO., INC. DATED THIS- OP( OF Ila 9! a lz No'l-)5g EV401WIlECLS AND supwrayoms k" City of Fridley, Minn. BUILDING PERMIT w® ssss Date: Owner: Builder Address I Address LO IO F BUILDING No. Street - P Lotof Lot r Block Addition or Su on 4P, Corner Lot Inside Lot M ack Sideyard Sewer Elevation Fo dation Elevation DESCRIPTION OF BUILDING T e As: Front Depth " Height Sq. FU. Ft" Ft. C: Depth Height Ft Cu. Ft Type of Constructio4K" Est _ To be Completed In consideration of the issuance to me of a permit to construct the building describedabove, I agree to do the proposed work in accordance with the description above set forth and in compliance with all provisions of ordinanoes of the city of Fridley. In consideration of the payment of a fee of permit is hereby granted to to construct the buildl'ng or addition as described above. This permit is granted upon the express condition that the person to whom it is granted and his agents, employees and workmen, in all work done in, around and upon said building, or any paw thereof, shall conform in all respects to the ordinances of Fridley, Minn ota regarding location, construction, alteratio maintenan repair and moving of buildings owithin rdiaanc�es city limits and this permit may be revoked at vin of any of the Provisions of said Building Inspector NOTICE: This permit dos not cover tho construction, installation . for wiring, plumbing, gas hating, seww or water. Be sura to tee the Building Inspector for span to permhs fer these hems. APPLICATION FOR BUILDING PERMIT CITY OF FRIDLEY, MINNESOTA OWNER'S NAME 16 1f n !7 T BUILDER, 1( :l � (o ,✓�a L- ADDRESS ,� 3 ® 7-1 T N,�, ADDRESS 7�7 r•/ O rw Fc LOCATION OF BUIiDING' No. , - 9 a � ,� , Street S"j� �(%� , Part of L t Lot Block Addition or Subdivision Corner Lot Inside Lot Setback Side Yard SEWER ELEVATION FOUNDATION ELEVATION Applicant attach to this form Two Certificates of Survey of Lot and proposed build- ing location drawn on these Certificates. DESCRIPTION OF BUILDING To be used as: 9� Front Depth �� Height Sq. Ft. Cu. Ft. Front Depth Height Sq. Ft. Cu. Ft. Type of Construction -0c nlew • Estimated Cost 1,5 To be Completed The undersigned hereby makes application for a permit for the work herein 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 true and correct. DATE /.� �� J�_�_ S IGNATtTRE , o (Schedule of Fee Costs can be found on the Reverse Side). r . i, 46 0 4 , - ,- • • • City of Fridley, Minn.. BUILDING PERMIT Date: Ju-�V 13, 1965 owner: HGHHit LUW Builder HCM 7_N1D' Address 5830 6th- ST. N.H. Address SAM . - Fridley 213,_Minnesota LOCATION OF BUILDING No. 5830 Street 6th ST, N.H. Part of Lot Lot _ Block Addition or Sub -Division Corner Lot _ Inside Lot Setback Sideyard Sewer Elevation — Foundation Elevation ,=V97xp_ W? 8183 DESCRIPTION OF BUILDING To be Used as: Front Depth Height Sq. Ft. Cu. Ft. Front Depth Height Sq. Ft. Cu. Ft. Type of Construction Est. Cost s. o.+m_ To be Completed In consideration of the issuance to me of a permit to construct the building described above I agree to do the proposed work in accordance with the description above se forth compliance with ordinances of the city oP Fridley. _ In consideration of the payment of a fee of it 5.00 , permit is hereby granted to HOMER �4NST to construct the building or addition as described above. This permit -is granted Upon theexpress condition that the peon to whom it is graated and his agents, employees and workmen, in su work. done iq around and upon said building, or any part thereof, shall conform in all respects to the ordinances of Fridley, Minnesota gg location, construction, alteration, maintenance, repair and moving of buildings within the dty limitatbis permit may be revoked at any time upon violation of any of the provisions of said ordinances. ALLEN G. JENSEN Building inspector NOTICE: rhb permit dos not mm the construction, hutaihMf m for wkb& pw"Ing, Baa haring, sewer or wafer. Be aro to sa the Bugdhm hupeeter for :panto porm6s for thea hams. APPLICATION FOR BUILDING PERMIT CITY OF FRIDLEY, MINNESOTA OWNER'S NAM � BUILDER ADDRESS d d� ADDRESS L3 LOCATION OF BUILDING N0, STREET. PART OF LOT LOT BLOCK ADDITION OR SUBDIVISION CORNER LOT INSIDE LOT SETBACK SIDE -YARD SEWER ELEVATION FOUNDATIQN ELEVATION Applicant attach to this form Two Certificates of Survey of Lot and proposed building location drawn on these Certificates. To be used as; DESCRIPTION OF BUILDING Front Depth Height Sq. Ft. Cu. Ft. Front Dept h Height Sq. Ft. Cu. Ft. Type of Construction Estimated Cost ";'%_6• To be completed The undersigned hereby makes application for a permit for the work herein 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 true and correct., DATE _ `S SIGNATURE (Schedule of Fee Costs can be found on the Reverse Side � � f City of Fridley, Minn. BUILDING PERMIT Date: - May 28, 1970 Owner: Homer Landt Builder Address „ 5830 -6th Street N.E. Address No. 5830 Street Sams Same LOCATION OF BUILDING Fish Street N _E _ Lot 5 Block 6 Addition or Sub-Divisio Corner Lot _ Inside Lot x Setback _. Part of Lot Bennett Palmer Addition Sideyard Sewer Elevation — Foundation Elevation DESCRIPTION OF BUILDING To be Used as: Garage Front 20' Depth 20' Height 10' Sq. Ft. 400 Cm Ft 4000 Front Depth Height Sq. Ft. Cu. Ft. Type of Construction Frame Fust. Cost _ 11900.00 _ To be Completed June 20, 1970 Provide Hardsurfaced Driveway In consideration of the issuance to me of a permit to construct the b ding desc ibed above, to do the proposed work in accordance with the description above @et`fo in complian ons of ordinances of the city of Fridley. (�e- In consideration of the payment of a fee of $----8. 00 , permit is hereby granted to Homer Landt to construct the building or addition as described above. This permit is granted upon the express condition that theperson to whom it is granted and his agents, employees and workmen, in all work. done in, around and upon saidpbuilding, or any part thereof, shall conform in all respects to the ordinances of Fridley, Minn ota regarding location, construction, alteration, maintenance, repair andmoving of buildings within the city limits and this permit may be revoked at any time upon violation of any of the provisions of said ordinances. NOTICE: This perm does not cover the construction, installatlen for whing, plumbing, gas heating, sewer or water. Be sine to as the Building Inspector for separate permits for these hems. APLICATION FOR RESIDENTIAL, ALTERATION, OR ADDITION BUILDING PERMIT CITY OF FRIDLEY, MINNESOTA OWNER'S. NAME:z6&at BUILDER: ADDRESS:. ADDRESS: NO:. .3© STREET:_ LOT; J BLOCK:_ ADDITION: C� 11 azce� CORNER LOT: INSIDE LOT: SETBACK: SIDEYARD: Applicant attach to this form Two Certificates of Survey of Lot and proposed building location drawn on these Certificates. DESCRIPTION OF BUILDING To Be Used As: Front: 90 Depth: Height: elG Square Feet: Cubic Feet: Front: Depth: Height: Square Feet; Cubic Feet: 0 Type of Construction: Estimated Cost: $ ��'(�D• .. To Be Completed: .10 %O The undersigned hereby makes application for a permit for the work herein specified, agreeing to do all work in sttict 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 true and correct. DATE: L-5,- c2 " % ® SIGNATURE (See Reverse Side For Additional Information.)� a 77 ,3 k ierrt�litnnr pj Highway N6.IISJ�fi r 1� G r o7g t�"" ' Mi�iaBapWis0 ��;�, #s Teisfilis- µ., G�►i/L�IA A4i�1ti �IS43"1 � `"� tivi,'I,lrrtg�rt�t�iring � r��� 7el�a�lutn�e� �T$4�E�Itbb Munhri of rggirreariixg Ar6 i tads 64 PO LA i l 2 k at�Gb©ma 1$ t Plot { Awt 26,15 t a Q ' to • ►' &., µ IPA r sm I&' Fd bac+-: tear,24. I t y , 04.►r� roafy C.6if�':. yy 4 07 c. . r This is a true o6d c4rref reliontulion of a sumo of tBe - t �p y bauadorJos of the land oboire deasrlbed of tko `{ { .and lora of ali' ituildipgsr, if'adrt thttr8ons and oll';vlriibie entrdoeblttaMsr if any, from► or pn sol+d lond.'1i)fs, survey JS-,L: 1 f rerodaan anty, in xoanectl�n with a ►mEortgage'1eon� bew being ploeed pn the proper►y acid fk6 lia6iiily Fs.asdann*- orstepf fo Ae lyplder,of 'sn* 964fli interest x`. or: other as wired .b' tho reason of, swh ►»or a If s '• �W q tg fie. trrYrlersllt►ad end og+reed"no aromtnre*its haee beta .ptuclW for the purpose ofestablishing. bf lines' 4r ,belraElaGy' ` canlbrs.' Doted th�s�,day of A D 19]0 : S.Ust RA 14 'EN61NORING, INC.. 6 R r Aj a U AppRcamion for Power Phuft and Heatlnq, Coaling, Ventilation, Refts-g- ion and Air Conditioning Sptem and Devices PARTIAL RATE SCHEDULE GRAVITY WARM AIR: RATE TOTAL. Furnace Shell & Duct Work ................ .. $10.00 $ Replacement of Furnace 6.00 $ Repairs & Alterations—up to $500.00 6.00 $— _..._ Repairs & Alterations each add. $500.00 3.00 $--_._ MECH, WARM AM Furnace Shell & Duct Work to 190,000 BTU ........ ..$10.00 I each add. 60,000 BTU .................... .. 3.00 = Replacement of Furnace .. .. .. .... 6.00 $ Repairs & Alterations --up to $500.00 .. 6.00 $ Repairs & Alterations each add. $500.00 .... 3.00 $ STEAM or HOT WATER SYSTEM Furnace Shell & Lines—to 400 sq. ft. EDR Steam $10.00 $. Furnace Shell & Line -to 640 sq. ft. EDR Hot Water 10.00 $_ Each add. 200 sq. ft. EDR Steam $,00 Each add. 320 sq. ft. EDR Hot Water 3.00 $_ OIL BURNER—to 3 gal. per hour 6.00 $ over 3 gal. per hour ---See Fee Schedule GAS BURNER cup to 198.000 BTU) .. . ...... ... . 8.00 $ over 199,000 BTU See Fee Schedule GAS FITTING FEES. NO RATE TOTJ13. 1st 3 Fixtures x$ ?.W $ :- Additional Fixtures x .75 $ Gas Range to 198,000 a$ 600 $ AIR CONDITIONING FAN HEATING SYSTEM VENTILATING SYSTEM ALTERATIONS & REPAIRS ROUGH FWAL See Fee Schadmb TOTAL. FEE Dept. of Bldga. Phone 560-3M City of Fridley: The undersigned hereby makes application for a permit for the work :hereiir specified, agreeing to do all work in strict accordance with the City Ordibancef and ruling of the Department of Buildings, and hereby declares that all the facts and representations stated in this application are true and correeL Fridley, e _ Kind of Building �z - Used as To be completed about Estimated Cost, �d—New. Building Permit No. Permit _ . I DESCRIPTION OF WORK 1;-�'Z Trade Name �,k Sbe Na -, 6 c -o i Capacity Sq. Ft. E.D.R BTU Hy Total Connected Load '2 � e2 U C) Rind of Fue � c BURNER — Trade Name Size No Capacity Sq. Ft. E.D.R BTU Em. (REMARKf—OVER) 6" t By - Business Ph=w No R-! _2 % SUBJECT City of Fridley iPER T AT THE TOP OF THE TWINS BUILDING PERMIT r REC •16 COMMUNITY DEVELOPMENT DIV. PROTECTIVE INSPECTION SEC.le Inf r 1 � = CITY HALL FRIDLEY 55432 NUMBER REV. DATE PAGE OF APPROVED BY 612-560-3450 910-F15 9/5/75 JOB ADDRESS 5830 - 6th Street N.E. 1 LEGAL LOT NO. BLOCK TRA CT OR ADDITION SEE ATTACHED DESCR. 5 6 Bennett Palmer Addition SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Nina Laudt 5830 6th Street N.E. 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO. Same 4 ARCHITECT OR DESIGNER MAILADDRESS ZIP 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 DESCRIBE WORK 9 CHANGE OF USE FROM TO STIPULATIONS REQUIRED FOR SEPERATE PERMITS HEATING, PLUMBING AND SIGNS TYPE OF CONST. OCCUPANCY GROUP OCCUPANCYLOAD SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. Asphalt 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. $e $555.0 .50 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 ORLOCALLAW REGULATING CON- STRUCTION OR THE PERFORMANCE OF CONSTRUCTION. $6.00 PLAN CHECK FEE TOTALFEE $6.50 r6I TURE OF CONTRA R OR AU OR LEDD AGENT �i(DAT E ® PROPERLY VA�LID�ATLEED THIS IS YOUR PERMIT �WHEN BLDG WSP r)AfTE " SIG TUBE OF OWNER II OW UILDER) IDATEI APPLICATION FOR RESIDENTIAL, ALTERATION, OR ADDITION BUILDING PERMITS CITY OF.FRIDLEY, MINNESOTA OWNER'S NAME: v (z oto BUILDER: ADDRESS: "Z3 ADDRESS: NO:,a 30 STREET: IAT: BLOCK: ADDITION: CORNER LOT: INSIDE LOT: ( SETBACK: SIDEYARD: Applicant attach to this form, Two Certificates of Survey of lot and•proposed. building location drawn on these Certificates To Be Used As: DESCRIPTION OF BUILDING Front: Square Feet; Front: Depth: Height: Cubic Feet: Depth: Height:. Square Feet: ,� Cubic Feet: Type of Construction: � e--6 Estimated Cost: To Be Completed: 15 e -e The undersigned hereby makes application for a permit for the work herein 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 true and correct. DATE ' lP ••0.0 �- SIGNATURE City of Fridley1 AT THE TOP OF THE TWINS SUBJECT DING PERMIT FP�53 3561 r r`z. ______. COMMUNITY DEVELOPMENT DIV. � PROTECTIVE INSPECTION SEC. � , CITY HALL FRIDLEY 55432 612-560-3450 BUIL REC O. NUMBER 910-F15 REV. DATE 9z 6/2/76 PAGE OF APPROVED BY JOB ADDRESS %30 N.E. 6th Street 1 LEGALLOT DESCR. NO 5 BLOCK 6 TRACT OR ADDITI N Tennett Palmer SEE ATTACHED SHEET 2 PROPERTY.QLV_NSRLandt MAI*jdEW.E. .E. 6th Street ZIP PHONE 3 CONTRACTORJoe Nelson MAIL tpoon..Rapids ZIP PHONE LICENSE NO. 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 C REPAIR ❑ MOVE ❑ REMOVE 8 DESCRIBE WORK new stucco 9 CHANGE OF USE FROM TO STIPULATIONS 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 AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION ZONING SQ. FT. CU. FT. 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 AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT VALUATION 4oo•00 SURTAX .50 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. 5.00 PLAN CHECK FEE TOTAL FEE 5.50 A URE OF NT ACTOR OR THORIZEDAGEN (DATE) W N PRO BLDG INSP ERLY V LI E THIS IS YO R PERMIT All DATE SIGN URE OF OW W R BUILDER( (DATE) APPLICATION FOR RLSIDENTIAL, ALTERATION, OR ADDITION BUILDING PERMIT CITY OF FRIDLEY, MINNESOTA OWNER ' S NAME:_/V i iV (�y , L q to j t BUILDER : — 1 c_ ADDRESS ; -�5 -f 3 c k,) G: ADDRESS: NO:.��3 ,o STREET: 2—° - � a , ' LOT: BLOCK: �� ADDITION : IJ ,y ,v e LZ — I�' �4 CORNER LOT: INSIDE. LOT: SETEACK: SIDE -YARD: Applicant attach to this form Two Certificates of Survey of Lot and proposed building location drawn on these Certificates. DESCRIPTION OF BUILDING To,.Pe Used Ash�::i A` Front : Depth: Height: Square Feet: Cubic Deet: Front: Depth: Height: Square Feet; Cubic Feet: Type of Construction: o cc Estimated Cost: $ 4n (D. CC To Be Completed: 7 The undersigned hereby makes applicati-on for a permit for the work herein specified, agreeing to do all work in st>ict 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 true and correct. DATE • `� 4 7 srcNATur.E (See Reverse Side For Additional Information.) City of Fridley SUBJECT 15 812 AT THE TOP OF THE TWINS BUILDING P E R M r RECEIPT NO. � i L _.____ COMMUNITY DEVELOPMENT DIV. r 1 PROTECTIVE INSPECTION SEC. 1 � i CITY HALL FRIDLEY 55432 NUMBER REV. DATE PAGE OF APPROVED BY 612-571-3450 910-F15 7/3/80 JOB ADDRESS 5830 - 6th Street N:E. 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. 55 6 1 Bennett -Palmer SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Landt 5830 - 6th Street N.E. 571-334 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO. Briar Homes Inc. 7691 Central Avenue N.E. 786-1218 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO. 5 ENGINEER MAILADDRESS ZIP PHONE LICENSE NO. 6 USE OF BUILDING Residential 7 CLASS OF WORK ❑ NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE X 6 DESCRIBE WORK Alterations as per Rehab program 9 CHANGE OF USE FROM TO STIPULATIONS f l� YSED g�G Q�R0,N G go pLu�,N , 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 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 $3,000 $1.50 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- STRUC I N OR THE PFORMANCE OF CONSTRUCTION. $18.00 PLAN CHECK FEE TOTALFEE 3 4::50 $24.00 1TURE OF CO' ACTOR OR AUTHORIZED AGENT I EI WH N PROPERLY VA DATED THIS IS YOUR PERMIT 0 �� BLDG )NSP GATE SIGNATURE OF OWNER 0F OWNER BUILDER) IDATEI CITY OF FRIDLEY APPLICATION FOR RESIDENTIAL BUILDIPIG PERMITS (flew, Alterations, Additions, or Repairs) OVINER: ADDRESS: 54v*,_-F/J. F FvjdkV TEL NO: S -?1 " 33 STRMT NO: 56,2>0 LOT: BUILDER: ADDRESS: -7( 9i � l� C�%I Ave- TEL NO: -26(0--.12le? Construction Location STREET:' (0i CiD4e-a-f BLOCK: ADDITION: Corner Lot: Inside. Lot: Setback.: 113 A_ Applicant attach to this form two Certificates of Survey of lot and proposed building location drawn on certificates to scale. DESCRIPTION OF CONSTRUCTION Front: Depth: Hel ht• Square .Fee Cub ' Depth: Height: Square• Feet: Cubic Feet: Type of Construction: � � Estimated Cost: $43oo®, 00 .t. To Be Completed: -- Alt. A Alt. B Proposed Driveway Width If New Opening Is Desired: $ $ SEE REVERSE SIDE OF SHEET The undersigned hereby makes application for a permit for the work herein 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 -true and correct. DATE: % SIGNATURE: PJA Stipulations: P.Q, y.SU 61L - 9 1.3'0 • • eT.vaS. • COMPOSITE HOME IMPROVEMENT GRANT PROGRAM NkQ U-�hU 111111UU1-11r-111 `1 STRUCTURAL -- New doors C -New windows', Door repair' GUi II oCA fQ Window repal r T Foundation repair Foundation Construction Rddm construction: Bathroom addition Bedroom addition Other (specify)_ EXTERIOR Painting Siding replacement Siding Repair Specify type INTERIOR Fainting P Will repair; plastering wall board paneling Ceiling repair: plastering tile Floor repairp tile linoleum wood Other (specify) ROOFING Roof -replacement Roof repair Gutters and,downspouts Other (specify) PLUMBING ; r r't ai i t Bathroom fixtures(specify)_2r I IC i- o,, taQ ., Water heater plater softener Well reapir Well "replacement n Pump installation Pump repair Septic system (connect to Public Seger if fn need of repair) Rook -up to public system: sewer ' water Pipe Installation Pipe repair T t P r� vo!IU�.' h'� }� "' PPoe Pipe replacement Other (specify) ru P. !?ILL:: 0, 71 k, City of Fridley Name of Applicant'. Administering Entity Q IV. +!► s� Cis �p r� Address Inspector s1 �% Cil=rtn4 •-repa i r 1i .4 L vio rk spacc heater in.tal lation - sp(,ci fy type i;�eclQ� provrdQ_ i.:oMbUa4 ion air. Foix tur,i ac A�nkc,e_ - – _F_A*_1 5—A - I--,*- _1111^-�_ 11a11 heater insta4lation - specify type `Space heater repair Nall heater repair Other (specify} r le not to I11SUt ATION AND VENTILATION coda Attic insulation - specify typerc:!2Vne ,. ;.specify final R -Factor blo�r� I ICI'r f an C14- /tom nf 'Wall insulation - specify type .,specify final R -Factor (/ .Floor insulation - specify type 'specify final R -Factor `- s ,-Storm door installati6n Stora door � - A -on+ cthd Lo�:.r' ,repair Storm window installation Storm window repair .: ! dors {,, !t zoitd coir¢ or Ueatherstripping Caulking 1' jCJj4Z�1r,,,.Q..I.Z.06ji I4ttic vent installation-Ventilating.Fans ELECTkICAL New'service -specify amps-c�rrE.c. r�,_,:.�,���r �t.JP R; i�en,s ';Outlet installation Fixturel 40 Lode q `r�-�upi� c , _ installation ,,' �,,. �:.:;, _ /2�+> F.'Lio�o")•►�__ Other (specify) kc_n'o c 9ek= f - -Ti I L GCvow�- t1IscE#.LnNtUU3 'Porch repair Porch removal Smoke detectors Sidewalk repair Driveway repair :Outbuilding removal (only if required by code) Other (specify) V SUBJECT PERMIT NO. City of Fridley AT THE TOP OF THE TWINS BUILDING PERMIT 22.._ 5 r 83 EC&2 _ COMMUNITY DEVELOPMENT DIV. L PROTECTIVE INSPECTION SEC. CITY HALL FRIDLEY 55432 NUMBER REV DATE PAGE OF APPROVED BY �••-- �'' 612-571-3450 910-F15 4/11/94 JOB ADDRESS 5830 6 Street NE 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. 5 6 Bennett-Palmer SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Nina Landt 5830 6 Street NE 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO. J & J Total Construction Inc 6870 164 Ln NW Ramsey - 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 (i REPAIR ❑ MOVE ❑ REMOVE 8 DESCRIBE WORK Reroof (Tear-off)• Fascia Guardrail off West Entry 9 CHANGE OF USE FROM TO STIPULATIONS Underlayment must comply with the State Building Code. Provide smoke detectors as per UBC 1210 adjacent to all sleeping areas and in basement. TYPE OF CONST. OCCUPANCY GROUP OCCUPANCY LOAD SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. ZONING SO. FT. CU. FT. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT NO. DWLG. UNITS OFFSTREET PARKING ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION 1 STALLS GARAGES VALUATION SURTAX AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED $4340 $2.17 WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT V PERMIT FEE SAC CHARGE DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- $72.00 $4.34 Fire SC STRUCTION OR THE PERFORMANCE CONSTRUCTION. PLAN CHECK FEE License Sc $5.00 TOTAL FEE $83..51 SIGNA URE OF CONTRACTOR OR AUTHORIZED AGENT IDATEI W N P - ZAATED THIS IS YOUR PERMIT T SIGNATURE OF OWNER)IF OWNER BUILDER) IDATEI BLDG INSP DATE V NEW (I r Effective 1/1/94 ADDN (] CITY OF FRIDLEY ALTER (] SINGLE FAMILY AND DUPLEXES R-1 AND R-2 �,.9; ��� Building Permit Application 4VI Construction Address: Legal Description: Owner Name & Address: AI)AIIQ ",Vd 7- Tel. # 5-71-336& Contractor: -cj� % � %a� C' o -5 7,f VC 7-10 / `v'C MN LICENSE # Address: !pY 7 d Z4,11 fti y. ,y: ry 1,,1Kse'1 .7�7'tl' Tel. # 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: ' TE7_- �'Iq6 td, . c t Comer Lot [ ] Inside Lot [) Ft. Yd Setback Side Yard Setbacks w Type of Construction: Estimated Cost: Approx. Completion Date: 3 J.v e &-c. 4lA K (Cost on Back) Driveway Curb Cut Width Needed: Ft. + 6 Ft = Ft x $ _ $ DATE: q-//-95/ APPLICANT: Tel. # 75�� Permit Fee Fire Surcharge State Surcharge SAC Charge License Surcharge Driveway Escrow Erosion Control Park Fee Sewer Main Charge TOTAL CITY USE ONLY Fee Schedule on Reverse Side .001 of Permit Valuation (1/10th%) $.50/$1,000 Valuation $800 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 [ ] 4' STIPULATIONS: 4-0 f tT7. P", F93101 Nina Landt Inspector Y 5830 6th Street Fridley, MN 55432 #571-3306 CoAtractor's Signature S-6 BUILDING EXTERIOR $ a Tear off shingles on house down to bare wood. Haul away debris. Replace rotted boards. Specify separate board replaccmeni. cost per sq ft $ />!os . Install ice and water starter. Replace plumbing jacs, range exhaust hood and defective turbine vents with new, Install new metal valley and drip edge. Install nes: 240# 3 -tab asphalt shingles laid over one laver nonperforated Type 15 felt. Certainteed or equal. Ridge shall be laid "Boston" 1.�0 style. Owner's choice of color. $ 78 b. Cover entire eave area of house with .019 baked enamel prefinished aluminum, Alcoa or equal. Replace rotten and damaged boards. Apply aerated material to vented soffit area and ensure soffit venting that is open to attic area for unobstructed air flow. Owner's choice of color. Rework gutters and west canopy. $ /16-iSO c. Install guardrail along exterior platform off west entry. Blend with adjoining work in material and design. Ou-ner will finish. S-7 PLUMBING AND HEATING $ SO a. Install back flow preventers to exterior faucets, self -draining. - $92.5'0 b. b. Abandon well per State requirements. $ Ra.S 0 c. Install draft stopping around flue at ceiling penetration. S-9 ELECTRICAL $ .,00 a. Install 100 amp circuit breaker panel, 20 pole. Tie in all circuits. Ground service. $ do7.o 0 b. Protect wall receptacle in basement bathroom area with GFI. $ t c0 c. Protect wall receptacles within 6'0" of kitchen sink with GF'I $ "13y(2- 05l TOTAL BID BID GOOD FOR 90 DAYS FROM // - ; i - 9 3 This work write-up describes the rehabilitation work to be performed on the subject property. The contractor will be required to do all work in a trades like manner and in accordance with the building code and the TECHNICAL SPECIFICATIONS. ALTERNATES: $ 1. Code plumbing system. Specify all other plumbing code work not listed above and the cost per work item. $ 2. Code electrical service. Specify all other electrical code work �,,�� not listed above and the cost per work item. 0 SUBJECT PERMIT NO. City of Fridley ^-- ATTHETOPOFTHETWINS BUILDING PERMIT 12450 i , `. RECEIPT NO.: COMMUNITY DEVELOPMENT DIV. v _._ --' PROTECTIVE INSPECTION SEC. 150 CITY HALL FRIDLEY 55432 NUMBER REV PAGE OF APPROVED By �.... � I'' 612-571-3450 910-F15 JDATE 4/26/94 JOB ADDRESS 5830 6 Street NE 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. 5 6 - PaImpr SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Nina Landt 5830 -_6 Streat NF571-3306 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO. Same 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO. 5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO. 8 USE OF BUILDING Residential 7 CLASS OF WORK ❑ NEW ❑ ADDITION ❑ ALTERATION REPAIR ❑ MOVE ❑ REMOVE 8 DESCRIBE WORK Reroof Garage (2nd Layer) 8 squares 9 CHANGE OF USE FROM TO STIPULATIONS TYPE OF CONST. OCCUPANCY GROUP OCCUPANCY LOAD SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. ZONING SQ. FT. CU. FT. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 80 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT NO. DWLG. UNITS OFFSTREET PARKING ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION 1 STALLS GARAGES VALUATION SURTAX AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED $440 $.50 WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT PERMIT FEE SAC CHARGE DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- $15.00 Fire SC $.44 STRUCTION OR THE PERFORMANCE OF CONSTRUCTION. PLAN CHECK FEE TOTAL FEE $15.94 OF CONT CTOR OR AUTHO Z DAGENT MATE, W P PRO LIDATE THIS IS YOUR PERMIT 26- 6 ISIGNATURE OF OWNEF-FrOWNER BUI ERI 1DATE1 BLDG INSP GATE 0 NEW Effective 1/ 1/94 ADDN CITY OF FRIDLEY #:�'I SU ALTER SINGLE FAMILY AND DUPLEXES R-1 AND R-2 Building Permit Application Construction Address: Legal Description: \\ — Owner Name & Address: ,V A L) % Tel. # `%1' 23 Contractor: MN LICENSE # Address: Tel. # Attach to this application, a Certificate of Survey of the lot, with the proposed construction drawn on it to scale. LIVING AREA: GARAGE AREA: DECK AREA: OTHER: DESCRIPTION OF IMPROVEMENT Length Width Height Sq. Ft. Length Width Height Sq. Ft. Length Width Hgt/Ground Sq. Ft. Corner Lot [ ] Inside Lot [ Type ofConstruction: Approx. Completion Date: _ Ft. Yd Setback Side Yard Setbacks _ Estimated Cost: $ (Cost on Back) Driveway Curb Cut Width Needed: Ft. + 6 Ft = Ft x $ _ $ 'DATE: Z y APPLICANT: ! Tel. # `%- 3 -?-a CITY USE ONLY Permit Fee $ l �� Fee Schedule on Reverse Side Fire Surcharge $ _ .001 of Permit Valuation (1/10th%) State Surcharge $ $.50/$1,000 Valuation SAC Charge $ $800 per SAC Unit License Surcharge $ $5.00 (State Licensed Residential Contractors) Driveway Escrow $ Alt. "A" or Alt. "B" Above Erosion Control $ $450.00 Conservation Plan Review Park Fee $ Fee Determined by Engineering Sewer Main Charge $ Agreement Necessary [ ] Not Necessary [ TOTAL $ STIPULATIONS: k%1 5' 9 0T --1N � 1 �(' � ' Minnesota Well and Boring H 510 7 '3p'WELL OR BORING LOCATION MINNESOTA DEPARTMENT OF HEALTH SealingNo. County Name WELL AND BORING SEALING RECORD Minnesota Unique No. Ap,,I,ftt� Minnesota Statutes, Chapter 1031 or W -series No. noka a (Leave blank If not known) Township Name Township No. Range No. Section No. Fraction (sm. - 1I1g..) Date Sealed C J1 Approximate Date Well Fr 1 d I ey 30 23 I 23 ,jE+r4SC 114NW l r4 4-5-94 or Boring Constructed Numerical Street Address or Fire Number and City of Well or Boring Location ry r� 5830 5th St., Fr i d 1 ey Depth Before Sealing `2 ft. Original Depth G2 ft. Show exact location of well or boring Sketch map of well or boring Static Water Level Accurate in section grid with "X'. location, showing property lines, roads. and buildings. Approximate N W I �. _:. ,... Screen from —" to �� ft. v n Hole from ro n. OBSTRUCTION/DEBRIS/FILL ❑ Obstruction ❑ Debris ❑ Fill clear. Type of debrislobstruction Obstruction/Debris/FII removed? ❑ Yes ❑ No t E yr 6 mile Aingle Aquifer ❑ Multiaquifer 20 ft. below above land surface 1 1 I I I I CASING TYPE �y "Steel ❑ Plastic ❑ Tile ❑ Other -r -ti- I -r- 1 -I- 1 TO If not known, indicate estimated formation log fror6 nearby well or boring. S — anile— ►I I �. _:. ,... Screen from —" to �� ft. v n Hole from ro n. OBSTRUCTION/DEBRIS/FILL ❑ Obstruction ❑ Debris ❑ Fill clear. Type of debrislobstruction Obstruction/Debris/FII removed? ❑ Yes ❑ No PR P,ERTY WNER' NAME in �and�t Mailing Address if different than property address indicated Same above. PUMP yy�� ❑ Removed L7 Not Present ❑ Other CASING Diameter Depth Set in oversize hole? Annular space initially grouted? in. from 4 to 18ft. 1:1]� Yes �1 No ❑ Yes ❑ No ❑ Unknown in. from to ft. ❑ Yes ❑ No ❑ Yes ❑ No ❑ Unknown in. from to ft. ❑ Yes ❑ No ❑ Yes ❑ No ❑ Unknown GEOLOGICAL MATERIAL COLOR HARDNESS OF FORMATION FROM TO If not known, indicate estimated formation log fror6 nearby well or boring. METHOD USED TO SEAL ANNULAR SPACE BETWEEN 2 CASINGS, No Annular Space Exists ❑ Annular space grouted with tremie pipe ❑ Casing Perforation/Removal in. from to ft. in. from to ft. Type of perforator ❑ Other OR CASING AND BORE HOLE: ❑ Perforated ❑ Removed ❑ Perforated ❑ Removed GROUTING MATERIAL fi Grouting material Nt Cmt from 0 to from to from to from to A 22 ft. yards 1/4 bags ft. yards bags ft. yards bags ft. yards bags REMARKS, SOURCE OF DATA, DIFFICULTIES IN SEALING UNSEALED WELLS AND BORINGS Other unsealed well or boring on property? ❑ Yes 9 No LICENSED OR REGISTERED CONTRACTOR CERTIFICATION This well or boring was sealed in accordance with Minnesota Rules, Chapter 4725. The information contained in this report is true to the best of my knowledge. Mork Well Co., Inc. 02133 Contracto ss Name r 0--4-15-94 Authoiffed Representative Signature Tim Chauinard License or Registration No. Date LOCALCOPY H 51073 �.� Name of Person Sealing Well or Boring HE -01434.01 CITY OF FRIDLEY INSPECTION DIVISION Effective On January 1; 1998 6431 University Ave NE Fridley, MN 55432 APPLICATION FOR POWER PLANTS AND HEATING, COOLING, VENTILATION, 572-3604 REFRIGERATION AND AIR CONDITIONING SYSTEMS AND DEVICES RATE SCHEDULE Residential Furnace Shell and Duct Work, Burner - Also Replacement Furnace (Side Vent - Fill Out Back) Gas Piping (Needed with new furnace) Gas Range Gas Dryer *Air Conditioning - All Sizes All Others/Repairs & Alterations (LIST ON BACK 1 % of Value of Appliance or Work Commercial/industrial 1.25% of Value of Appliance or Work Rate TOTAL $ 30.00 $ $10.00 $ $10.00 $ $10.00 $ $ 25.00 $ c2s_. 0 -' State Surcharge TOTAL FEE $ .50 MINIMUM FEE FOR ANY HEATING/COOLING/VENTILATION REFRIGERATION/AIR CONDITIONING PERMIT IS $25.00 PLUS THE $.50 STATE SURCHARGE REINSPECTION FEE $42.00/Hr JOB ADDRESS -5y -3(9 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 Building Division, and hereby declares that all the facts and representations stated in this application are true and correct. ' g ,1998 OWNER_//"/A L6?..47C.1 _ BUILDING USED ASPJ//4 ESTIMATED COST / (��' PERMIT NO. l � L5 DESCRIPTION OF FURNACE AND OR BURNER No. of Heating Units Circle One (Steam) (Hot Water) (Warm Air) Trade Name Size No. BTU HP EDR Fuel Total Connected Load Burner Trade Name Size No. BTU HP EDR Sharp HEATING PANY Heating and Air t• oning 48x4 Ccntral Avo. NE--\ Signed By n Columb eeights MNA5�421Approved By Rough -In Date Final Date8 *Air Conditioners can not be placed in a side yard without FILL OUT BACK SIDE F STACK VERIFICATION ON written permission from adjoining property owner. REPLACEMENT FURNA E Remarks: List ALTERATIONS Being Done: HEATING CO: Signed By: Date: c i CEMWgEY AND STACK VERIFICATION The undersigned hereby verifies that the existing chimney or stack: 1. Has been carefully examined Yes () No ( ) 2. Is free from rust or deterioration Yes () No ( ) 3. Has no foreign objects lodged within Yes () No ( ) 4. Is securely supported . Yes () No ( ) 5. Meets all current Code requirements for size and total BTU's connected Yes () No ( ) 6 Has total heating BTU's of All other BTU's TOTAL BTU's 7. Has a liner been provided for water heater Yes () No ( ) 8. Has combustion air been provided for water heater Yes () No ( ) Remarks: List ALTERATIONS Being Done: HEATING CO: Signed By: Date: c i SUBJECT PE City of Fridley 7 7 DAT THE TOP OF THE TWINS BUILDING PERMITCY7 RECEIPT COMMUNITY DEVELOPMENT DIV. r ~ PROTECTIVE INSPECTION SEC. % �v 1:"'S CITY HALL FRIDLEY 55432 NUMBER REV DATE PAGE OF APPROVED By ti"'"1%., 612-571-3450 9t 0 -Ft 5 9 / 15 / 98 JOB ADDRESS 5830 6th St NE 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. ,5 6 Bennett -Palmer SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Nina Landt 571-3306 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO. PTL Contracting 2526 N Ferry St Anoka 55303 323-7400 5294 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 REPAIR ❑ MOVE ❑ REMOVE 8 DESCRIBE WORK Reroof house (16SQ) Tear -off 9 CHANGE OF USE FROM TO STIPULATIONS Underlayment must comply with the State Building Code. 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 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 1 .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 $1,371.00 $.69 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 PERFO ANCE OF CONSTRUCTION. PLAN CHECK FEE Gens TOT L FEE SC 5 J100 $52.81 SIGNATUREOF TRACTORORAUTHORIZEDAGENT IDATEI EN R VA IDA TVIS IS�YQUR P R IT Y SIGNATURE OF OWNERUF OWNER BUILDERi IDATEI .NSP -)ATE NEW [ ] I I Effective 8/1/95 ADDN (] CITY OF FRIDLEY ALTER (] SINGLE FAMILY AND DUPLEXES R-1 AND R-2 �/lo Building Permit Application Construction Address: Jy3e ele7i _ Legal Description: Owner Name & Address: Contractor: Address: LIVING AREA: GARAGE AREA: DECK AREA: OTHER: Tel. # , f%/ .330f_ MN LICENSE #���`Z� Tel. # 30? 3 -2 plod Attach to this application, a Certificate of Survey of the lot, with the proposed construction drawn on it to scale. Length Length Length DESCRIPTION OF IMPROVEMENT Width Width Width Height Height Hgt/Ground Sq. Ft. Sq. Ft. Sq. Ft. Corner Lot [ ] Inside Lot [ ] Ft. Yd Se ck Side Yard Setbacks Type of Construction:`, Estimated Cost: $ �,-° Approx. Completion Date: (Cost on Back) Driveway Curb Cut Width Needed: Ft. + 6 = Ft x $ _ $ DATE: -1 `� `9 APPLICANT: Tel. # ?—!9S3( CITY USE ONLY Permit Fee $ �' Fee Schedule on Reverse Side Fire Surcharge $ % 7 .001 of Permit Valuation (1 / 10th %) State Surcharge $_ $.50/$1,000 Valuation SAC Charge $ $850 per SAC Unit License Surcharge $ C) $5.00 (State Licensed Residential Contractors) Driveway Escrow $ Alt. "A" or Alt. "B" Above Erosion Control $ $450.00 Conservation Plan Review Park Fee $ Fee Determined by Engineering Sewer Main Charge $ Agreement Necessary [ ] Not Necessary [ ] TOTAL $ S-.2,8( STIPULATIONS: NEW [ ] CITY OF FRIDLEY ADDN (j 6431 University Ave NE, Fridley, MN 55432 ALTER [ ] SINGLE FAMILY AND DUPLEXES R-1 AND R-2 BUILDING PERMIT APPLICATION Construction Address: Legal Description: Owner Name & Address: Contractor. Address: P.O. Ar)x -, Effective 1/1/2002 (763) 572-3604 Bldg Insp w ' Tel. # %3' 6V- 5.36 MN LICENSE # 0 5�5 � L] _/ Tel. # 26-T- 2k -&-Q 3�' Attach to this application, a Certificate of Survey of the lot, with the proposed construction drawn on it to scale. DESCRIPTION OF IMPROVEMENT LIMING AREA: Length 7 Width 4 Height Sq. Ft GARAGE AREA: Length Width Height Sq. Ft DECK AREA: Length Width HgUGround Sq. Ft OTHER: Construction Type: Estimated Driveway Curb Cut Width Needed: Ft + 6 Ft = t x DATE: ,9-/,Q -0 -1 APPLICANT: Tel. #(d2 Call (763) 572-3604 for Permit Fees if mailing In applica2ionuo'r 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 Driveway Escrow Erosion Control Park Fee Sewer Main Charge CITY USE ONLY - $��� 1 Fee Schedule on Reverse Side $ .001 of Permit Valuation (1/10th%) $ $.50/$1,000 Valuation $ $1200 per SAC Unit $ 5.00 $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 ` $ 70,7- STIPULATIONS: SUBJECT City of Fridley 351706 AT THE TOP OF THE TWINS BUILDING PERMIT � RECEIPT NO. _____ COMMUNITY DEVELOPMENT DIV. - PROTECTIVE INSPECTION SEC. r OC2 NUMBER REV DATE PAGE OF APPROVED BY i A /"',•, CITY HALL FRIDLEY 55432 _--• ; 1 J\ 763-571-3450 910-F15 9/19/02 JOB ADDRESS 5830 6 Street NE 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. 5 6 Bennett -Palmer SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Rosalie Landt 5830 6 Street NE 763-571-3306 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO Four Season Construction Co Inc PO Box 32033, Fridley, MN 55432 763-786-4039 a ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO. 2456 5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO 8 USE OF BUILDING Residential 7 CLASS Of WORK ❑ NEW Lk ADDITION ❑ ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE 8 DESCRIBE WORK Construct a 27' x 14' Addition 9 CHANGE OF USE FROM TO STIPULATIONS See notations on plan. WAIINING Before d' SEPARATE PERMITS aft yjoc , Ca for utility IOCBtions REQUIRED FOR: HEADING �E�����0002 E®�� WIRING �A� PLUMRIN6 ANSIGNS TYPE OF CONST. OCCUPANCY GROUP OCCUPANCYLOAD SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONING SO. FT CU FT. AUTHORIZED IS NOT COMMENCED WITHIN 80 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 GOVERN S TYPE OF WORK WILL BE COMPLIED 21' $10.16 WITH WHETHER SPECIFIE RR R NOT. THE GRANTING OF A PERMIT $20,320 DOES NOT PRESUME T GIVE AUT ORITY TO VIOLATE OR CANCEL THE PERMITFEE SAC CHARGE PROVISIONS ANY T OR L AL LAW REGULATING CON- STRUCTIO $335.25 Fire SC $20.32 HEP f A E OF STRUCTION PLAN CHECK FEE TOTAL FEE Pt&—v' ce SC $5. 0 70.73 S-GNATURE OF CO _TOR 0 MORIZED AGENT iDATE, H PR Y VALID A D THIS IS YOUR PERMI; R�UUU����GGGj __It S-GNATURE OF OWNEROF OWNER BUILDERS .OATS, B G SNS FATE • is � ' ! .. r' 6875 Highway No.'65 N f. ir, �3Sp+Vpyi110 f p Minneapolis %r' Minna 99432 j r ti «Clvll_ ttg�naetips r ,> °^ Telephone 784-6060 eers & Surveyors. area code bl s t� fn.j �.Nv• r �?, .�M• ` ^ l-TOMER L4N'T. t d a f',. �, «+j. 'F ti "• ` t y 4. .. t is i1. 7' bpakel ball „� 1,6:51) Plat 4 Med 9. _beCkbdvlM ✓ r � y r + . r r' - 0.45} ,. ,, . • r" 147 i Ic �► - ,��. 5-7.25 NO k Jc n.s,x _ t�y6.5s Plot ti MCd9; --•- T` �- , BLOC,K 6 ;� BENNE7"'"i'. PAS MEVIOr ApDiTIO k Y7his i','a true and`cofroct representation of a survey, of the boundaries of the land above described and of th*'. v ".10caflow of all buildin if *a thereon and all .visible encroachments if an from or on said land.-This, eurve As" r, ills. oYr .. i G Yj Y, +,rpada'allyrin connection with a. mortgage loon now being placed on the property and no liability is oslumed i><eept;f4'►he hohler'af such li�artgage crony other interest acquired by the reason of such mortgage. it is' •: i-, hltnde�sfeoti and agreed no monuments have been placed for the purpose of establishing lot lines or boumiary , t. corq�rs. • D4fed this -day of, MA. D. 19„]e, Vr SUBURBAN ENGINNERING, INC. r. 11 Ingin.l.W 5 ry rs ic 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 RATE SCHEDULE Residential Furnace Shell and Duct Work, Burner - Also Replacement Furnace (Side Vent - Fill Out Back) Gas Piping (Needed with new furnace, but not replacement) Gas Range Gas Dryer *Air Conditioning - All Sizes All Others/Repairs & Alterations (LIST ON BACK) 1% of Value of Appliance or Work Commercial/Industrial 1.25% of Value of Appliance or Work Effective On January 1, 2002 JOB ADDRESS 5830 % 1 -= OWNER �aQ4L CIL-16 Rate TOTAL BUILDING USED AS` U-1 $ 30.00 $ ESTIMATED COST PERMIT NO. $ 10.00 $ DESCRIPTION OF FURNACE AND OR BURNER $ 10.00 $ No. of Heating Units Circle One (Steam) (Hot Water) (Warm Air) $ 10.00 $ Trade Name Size No. BTU HP EDR $ 25.00 $ Fuel Total Connected Load 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. 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 II S X602, r HEATIN CO Signed TEL # _ 614-7 FAX # Z^ 7;?5 Approved By Rough -In Date Final Date THE BELOW MUST BE FILLED IN WHEN REPLACING FUEL BURNING APPLIANCES OR THE APPLICATION WILL BE RETURNED CQMMQNVFNT-VFNTCQNNFCTQR AND COMBUSTION AIR VFRIFI ATION When rP la _inganan P-Ast_nrfurance, 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 manufacturers specifications. This does include AGA-GAMA Category I Central Furnace Venting Tables for fan assisted and natural draft appliances. Yes( ) No( ) The pxistinaanmh stinn air is sized and installed to meet the current codes and manufacturer's specifications. Yes( ) No( ) When required to install a now enmhnstinn air. it will be sized and installed to meet the current codes and manufacturer's specifications. Yes( ) No( ) When installing a new v _ntin9 system, 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 Venting Tables for fan assisted and natural draft appliances. Yes( ) No( ) 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. Yes( )No( ) Appliance #1 Type BTU Input Fan Assisted or Nat Appliance #2 Type BTU Input Fan Assisted or Nat Appliance #3 Type BTU Input Fan Assisted or Nat Total Appliances Total Btu Input Common Vent Type Vent Height Diameter 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 �\H/�eiijght 1F�1ft Length ft Diameter -in nin_ Type Al TCMATU'1w1n_ i�___.:.�_• V 1 'TT�� �/ e. -A- - n t rr\ '_ U.V _1 0. 1 1_-a, \'.. 1) (-'� r7110 MECcheck Compliance Report 2000 Minnesota Energy Code MECcheck Software Version 3.3 Release lb Data filename: C:\Program Files\Check\MECcheck\4 SEASON-5830.cck TITLE: ADDITION COUNTY: Anoka STATE: Minnesota ZONE: 2 CONSTRUCTION TYPE: Single Family DATE: 09/07/02 DATE OF PLANS: 9-07-02 PROJECT INFORMATION: 5830 6th ST FRIDELY COMPANY INFORMATION: 4 SEASONS CONSTRUCTION CO. COMPLIANCE: Passes Maximum UA = 114 Your Home = 106 7.0% Better Than Code Permit Number Checked By/Date Gross Glazing Area or Cavity Cont. or Door Perimeter R -Value R Value U -Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 333 44.0 1.8 9 Wall 1: Wood Frame, 16" o.c. 656 19.0 2.8 30 Window 1: Above Grade, Wood Frame, Double Pane with Low -E 74 0.330 24 Door 1: Solid 20 0.220 4 Floor 1: All -Wood Joist/Truss, Over Unconditioned Space 333 30.0 2.8 10 Crawl 3: Masonry Block with Empty Cells, 3.5' ht/2.5' bg/2.5' insul 287 10.0 2.5 29 Proposed and Maximum U -Factor Averages Above -Grade Windows and Glass Doors Includes Foundation Windows > 5.6 ft2 Floors Over Unconditioned Space Proposed Average U -Factor 0.330 0.030 Maximum Allowed U Factor 0.370 0.033 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 2000 Minnesota Energy Code requirements in MECcheck Version 3.3 Release lb and to comply with the mandatory requirements listed in the MECcheck Inspection Checklist. Builder/Designer Date MECcheck Inspection Checklist 2000 Minnesota Energy Code MECcheck Software Version 3.3 Release Ib DATE: 09/07/02 TITLE: ADDITION PLAN REVIEW AND INSPECTION ISSUES This list of items may be helpful for Plan Reviewers and Building Inspectors to use as a guide for enforcing the Minnesota Energy Code. The items apply to Group R, Division 3 Occupancies, one- and two-family residential dwellings. The items marked with * apply only to detached one- and two-family residential dwellings. PLAN REVIEW ISSUES FOUNDATION INSPECTION [ ] foundation wall insulation R-5 minimum [ ] foundation insulation extends from top of wall down to top of the footing [ ] exterior foundation insulation is covered by a protective coating finish CONCRETE SLAB OR UNDER -SLAB INSPECTION [ ) slab on grade perimeter insulation R-5 minimum [ ] slab insulation extends from top of slab to design frost line or top of footing [ ] floors over unheated space R-30 minimum WINDOWS / DOORS / SKYLIGHTS [ ] average U -value is 0.37 maximum for windows and glass doors (excludes foundation windows) [ ] window U -values consistent with building plan and MECcheck Report [ ] window and door areas consistent with building plan and MECcheck Report MECHANICAL VENTILATION ISSUES [ ] residential mechanical ventilation system provides adequate ventilation per code requirements* [ ] furnace efficiency is consistent with MECcheck Report or building plan [ ] protection against excessive depressurization is installed per code requirements* ENVELOPE INSULATION FOR PLAN REVIEW [ ] interior basement insulation R-5 minimum (if no exterior insulation) [ ] ceilings with attics R-38 minimum or consistent with building plan and MECcheck Report [ ] wall framing and insulation level is consistent with building design and MECcheck Report INSPECTION ISSUES CONCEALED INSULATION Framing and Sheathing [ ] wind wash barrier installed at attic edge [ ] exterior wall comers framed so that insulation can be installed after exterior sheathing is installed [ ] intersections of interior partition walls and exterior walls framed so that insulation can be installed between the partition and exterior sheathing after exterior sheathing is installed [ ] gaps between framing less than one-half inch are eliminated by securing framing together or are insulated at the time of assembly * [ ] all penetrations between conditioned and unconditioned spaces made prior to framing inspection are sealed * Interior Air Barrier [ ] all fire stops are air sealed [ ] pipes, ducts, wires, equipment and flues and chimneys through the interior air barrier are sealed [ ] a sealed continuous interior air barrier is installed on the warm side of the building envelope at ceilings, walls, and floor rim joist areas * [ ] air barrier behind tub and shower is sealed and protected [ ] recessed light fixtures are sealed Envelope Insulation [ ] basement insulation R-5 minimum [ ) wind wash barrier on wall separating house and garage is sealed [ ] loose fill insulation is prevented from entering the eaves [ ] insulation on skylight shahs and walls exposed in attics is supported on the unconditioned side Attic Insulation [ ] attic access panel insulated to R-38 for ceiling panel and R-19 for wall panel [ ] attic card attached to framing near access opening [ ] notification of attic R -value and date of installation posted near building permit inspection card This is a summary only. Other requirements may apply. See the Minnesota Energy Code. Questions? Call the Department of Public Service Information Center at 651-296-5175 or 1-800-657-3710. Job Name Four Seasonn st 46537 Ordered By Bob Wacker Written By\Ed Ro Salesman {Dave Mo • - Ship To 5830 6th St NE Fridley MN Sold To: Truss Manufacturing Co 11920 53rd Street N.E. P0Box 119 Albertville MN 55301 Phone 763-497-3324 Fax 763-497-4339 (er Je"ryant 1 Loader Joe Heimbrecht Work Order 213314 27/02 '25 Mw \10 ring listed items have been received in good condition (Exceptions noted) by: IF Date: Item No. Span Fastener Depth Profile QTY Roof Trusses Tye Description tion Max Height Series Label Span Slopes Chords Overhang Cantilever Profile QTY Family_Max Height Top I Bottom T / B I Lft / Rght Lft / R ht A 22-00-00 4.00 4 01-06-00 1 Common Truss 4.00 4 01-06-00 Al 22-00-00 4.00 4 01-06-00 4 Common Truss 4 01-06-00 B 27-00-00 4.00 4 01-06-00 1 Common Truss 4 014)6-00 B1 27-00-00 4.00 4 01-06-00 3 Common Truss 4 01-06-00 Other Items Date: 10/ 1/2002 Time: 9:30 AM Customer Copy Dispatch Ticket (Rev. 001x) Label Item No. Span Fastener Depth Profile QTY Tye Description tion Max Height Series Thckss Job Pack - 1 Bracng and Installation Information w Date: 10/ 1/2002 Time: 9:30 AM Customer Copy Dispatch Ticket (Rev. 001x) V_' FORCE AXL BND CSI BC FORCE AXL BND CSI WEB FORCE AXL HND CSI 26- 2 0 0.00 0.08 0.08 25- 3 0 0.00 0.14 0.14 24- 4 0 0.00 0.21 0.21 23- 5 0 0.00 0.30 0.30 22- 6 0 0.00 0.41 0.41 21- 7 0 0.00 0.53 0.53 19- 8 0 0.00 0.41 0.41 18- 9 0 0.00 0.30 0.30 17-10 0 0.00 0.21 0.21 16-11 0 0.00 0.14 0.14 15-12 0 0.00 0.08 0.08 WEB FORCE WEB FORCE RMB = 1.15 213314 TOP CHORDS: 2x4 SPF #1/#2 (N) BOT CHORDS: 2x4 SPF #1/#2 (N) GABLE STUD: 2x3 SPF STUD (N) Analysis based on Simplified Analog Model. NonConcurrent Live load of 10 p. s. f. has been applied to the bottom chord per USC -97, Table 16-B All COMPRESSION Chords are assumed to be continuously braced unless noted otherwise. WE: 213314.001 2x4 SPF standard vertical "L" brace nailed flat to edge of web with 3"x0.131" nails at 8"o.c. Brace each side where indicated. (2x6 brace regld. on any web over 1410") Bracing to extend for 80% of web length. OR:provide mid -height bracing designed by others. MULTIPLE LOADS -- This design is the composite result of multiple loads. Wind analysis based out ASCE-MWFS [7-931, V= 80 MPH, I=1.00, Mean Hgt.=23.0 ft, Exp. Cat. C, internal pressure coef. I. Wind analysis chord dead load = 13.3 psf. TrussID:A _________=====Joint Locations=====_________= 1) 0- 0- 0 10) 15- 0- 0 19) 12- 4- 0 2) 4- 4- 0 11) 16- 4- 0 20) 12- 0- 0 3) 5- 8- 0 12) 17- 8- 0 21) 11- 0- 0 4) 7- 0- 0 13) 22- 0- 0 22) 9- 8- 0 5) 8- 4- 0 14) 22- 0- 0 23) 8- 4- 0 6) 9- 8- 0 15) 17- 8- 0 24) 7- 0- 0 7) 11- 0- 0 16) 16- 4- 0 25) 5- 8- 0 8) 12- 4- 0 17) 15- 0- 0 26) 4- 4- 0 9) 13- 8- 0 18) 13- 8- 0 27) 0- 0- 0 ----MAX. REACTIONS PER BEARING LOCATION----- X-Loc Vert Horiz Uplift Y -Loc Type 0- 1-12 0 0 0 BOT PIN 21-10- 4 0 0 0 BOT H -ROLL 1-6-0 22-0-0 (R1-7-0) EXCEPT AS SHOWN PLATES ARE TL20 GA TESTED PER ANSI/TPI 1-1995 q Cpp WARNING: READ gAELLGNVOETNES pONERTEHIS SHEET. d!TTRhN ��%� BRACING WARNINGY OF THIS DRAWINGDESIGN INFORMATIO$TING CONTRACTOR. Bracing shown on this drawing is not erection bracing, wind bratlnghis design Is for an Individual building component and has been based on Inform portal bracing or similar bracing which Is a part of the building tion provided by the client. 7tre designer disclaims any responsibility for damages design and which must be considered by the building designer. as a result of faulty or Incorrect Information, spetlllcettons and/or designs Bracing shown is for lateral support of trues members only to redufamished to the truss designer by the client and the correctness or accuracy of buckling length. Provisions must be made to anchor lateral bracinghis Information as it may relate to a specific project This [rasa has been at ends and specified locations determined by the building designerdeslgned In accordance with TPI -95° and 'NDS -97" to be incorporated as part of Additional bracing of the overall structure maybe required. the building design by a Building Designer. When reviewed for approval by the (See FIIB-91 of TPI). For spedflc truss bracing requirements, building designer, the design loadings shown must be checked to be sure that the ----WOOD TRUSS SYSTEMS---- contact building designer. (Russ Plate Institute, 7P1, Is located data shown are In agreement with the local building cedes local ellmaUc records at 583 D'Onoliio Drive, Madison, Wisconsin 53719). for wind or snow loads, project specifications or special 40.0 psf 1140-0 10.0 psf BC Live 0.0 psf 1140-0 10.0 psf TOTAL applied loads. psf 1 2 3 4 5 6 8 9 10 11 12 1 4 00 �00 1.5X4 1.5X4 4X4 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3-11-15 4-5-11 0-3-15 0-3-15 T_ 3X4 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X4 1.5X4 1.5X4 3X6 1.5X4 1.5X4 1.5X4 22-0-0 27 26 25 24 23 22 21 20 19 18 17 16 15 1 0,9 3.50" 0# 3.50" 1-6-0 22-0-0 (R1-7-0) EXCEPT AS SHOWN PLATES ARE TL20 GA TESTED PER ANSI/TPI 1-1995 q Cpp WARNING: READ gAELLGNVOETNES pONERTEHIS SHEET. d!TTRhN ��%� BRACING WARNINGY OF THIS DRAWINGDESIGN INFORMATIO$TING CONTRACTOR. Bracing shown on this drawing is not erection bracing, wind bratlnghis design Is for an Individual building component and has been based on Inform portal bracing or similar bracing which Is a part of the building tion provided by the client. 7tre designer disclaims any responsibility for damages design and which must be considered by the building designer. as a result of faulty or Incorrect Information, spetlllcettons and/or designs Bracing shown is for lateral support of trues members only to redufamished to the truss designer by the client and the correctness or accuracy of buckling length. Provisions must be made to anchor lateral bracinghis Information as it may relate to a specific project This [rasa has been at ends and specified locations determined by the building designerdeslgned In accordance with TPI -95° and 'NDS -97" to be incorporated as part of Additional bracing of the overall structure maybe required. the building design by a Building Designer. When reviewed for approval by the (See FIIB-91 of TPI). For spedflc truss bracing requirements, building designer, the design loadings shown must be checked to be sure that the ----WOOD TRUSS SYSTEMS---- contact building designer. (Russ Plate Institute, 7P1, Is located data shown are In agreement with the local building cedes local ellmaUc records at 583 D'Onoliio Drive, Madison, Wisconsin 53719). for wind or snow loads, project specifications or special Studs @ 1-4-0 o.c. TC Live 40.0 psf TC Dead 10.0 psf BC Live 0.0 psf BC Dead 10.0 psf TOTAL applied loads. Studs @ 1-4-0 o.c. TC Live 40.0 psf TC Dead 10.0 psf BC Live 0.0 psf BC Dead 10.0 psf TOTAL 60.0 psf 1�-6-00 I (R1-7-0) scale = 0.2500 Designed By: MS Checked By: Date: 9-25-02 LOAD DUR. FAC: 1.15 1 Dwg. No: SPACING: 24.0" 1 Segn: 09.05.02- 87990 Truss ManufacturTruss ManufacturWO: 213314 WE: 213314.002 Truss ID:A1 TOP CHORDS. 2.4 SPF #1/#2 (N) NonConcurrent Live load of 10 p.s.f. has BOT CHORDS: 2x4 SPF #1/#2 (N) been applied to the bottom chord per WEBS: 2x3 SPF STUD (N) UBC -97, Table 16-B All COMPRESSION Chords are assumed to be MULTIPLE LOADS -- This design is the continuously braced unless noted otherwise. composite result of multiple loads. Wind analysis based on: =________ .-Joint Locations=====__________ 1) 0- 0- 0 5) 22- 0- 0 9) 7- 7- 4 2) 5-10-14 6) 22- 0- 0 10) 0- 0- 0 3) 11- 0- 0 7) 14- 4-12 4) 16- 1- 2 8) 12- 0- 0 FORCE AID:, MM CSI 1- 2 -3078 0.22 0.56 0.78 2- 3 -2702 0.13 0.52 0.65 3- 4 -2702 0.13 0.52 0.65 4- 5 -3078 0.22 0.56 0.78 BC FORCE AXL END CSI 10- 9 2852 0.74 0.24 0.98 9- 8 1917 0.50 0.17 0.67 8- 7 1917 0.50 0.17 0.67 7- 6 2852 0.74 0.24 0.98 PROVIDE UPLIFT CONNECTION PER SCHEDULE: ASCE-MNFS [7-93], V= 80 MPH, Support 1 184# I=1.00, Mean Hgt.=23.0 ft, Exp. Cat. C, Support 2 178# internal pressure coef. I. MAX LIVE LOAD DEFLECTION: Wind analysis chord dead load 13.3 psf. L/999 L=-0.22° D=-0.09" T=-0.31" ------------ TOTAL DESIGN LOADS ------------ Uniform PLF From PLF To TC Vert L+D -180 -1- 6- 0 -180 0- 1-12 TC Vert L+D -100 0- 1-12 -100 21-10- 4 TC Vert L+D -180 21-10- 4 -180 23- 6- 0 BC Vert L+D -20 0- 0- 0 -20 22- 0- 0 WEB FORCE WEB FORCE 2- 9 -569 3- 7 815 3- 9 815 4- 7 -569 RMB = 1.15 MAX HORIZONTAL TOTAL LOAD DEFLECTION: T= 0.10" MAX HORIZONTAL LIVE LOAD DEFLECTION: T= 0.07" ----MAX. REACTIONS PER BEARING LOCATION ----- X -Loc Vert Horiz Uplift Y -Loc Type 0- 1-12 1601 -14 -184 BOT PIN 21-10- 4 1601 0 -178 BOT H -ROLL 1140-0 1140-0 1 2 1 4 5 4 00 -4 00 4X4 1.5X4 1.5X4 T 0-3-15 3-11-15 0-3-15 5X4 3X4 3X6 3X4 5X4 T- M n 22-0-0 10 9 8 7 1602# 3.50" 1602// 3.50" 2240-0 X1-6-0 I (R1-7-0) EXCEPT AS SHOWN PLATES ARE TL20 GA TESTED PER ANSI/TPI 1-1995 scale = 0.2500 Cr- - LIT RN •---WOOD TRUSS SYSTEMS---- WARNING: READ ALL NOTES ON THIS SHEET. q C? OF THIS DRAWING Tp gE G'�/EN TO ERECnNG CONTRACTOR. BRACING WARNING DESIGN INFORMATION Bracing shown on this drawing is not erection bracing, wind bractnVds design Is for an Individual building component and has been based on Inform postalbracing or atmflar bracing which Is a part of the building tion provided by the client.'Ihe designer disclaims any responsibility for damages design and which must be considered by the building designer. as a result of faulty or incorrect Information, specifications and/or designs brachBracing shown to for inion support of trues members only to ucinghmishor to the truss designer by the client and the correctness a accuracy of buckling length. Provisions moat be made to anchor lateral bradnghls Wbrmation as it may relate to a specific protect. This truss has been at ends and specified locations determined by the building designerdesigned In accordance with 'M-95' and 'NDS -97" to be incorporated as part of Additional bracing of the overall structure may be required. the building design by a Building Designer. When reviewed for approval by the (See EUB-91 of TPI). For specific truss bracing requirements, building designer, the design loadings shown must be checked to be sure that the contact building designer. (Muss Plate Institute, TPI, Is located data shown are In agreement with the local building codes, local climatic records at 583 D'Onofito Drive, Madison, Wisconsin 53719). for wind or snow loads, protect specifications or special applied loads. TC Live 40.0 psf TC Dead 10.0 psf BC Live 0.0 psf BC Dead 10.0 psf TOTAL 60.0 psf LOAD DUR. FAC: 1.15 SPACING: 24.On Designed By: MS Checked By: Date: 9-25-02 D Wg. NO: Se n: 09.05.02- 87991 4 Truss ManufacturTruss ManufacturWO: 213314 TC FORCE AXL END CSI TOP CHORDS. 2.4 SPF 1650F -1.5C 1- 2 -3847 0.24 0.72 0.96 BOT CHORDS: 2x4 SPF 1650F -1.5C 2- 3 -3365 0.11 0.70 0.81 WEBS: 2x3 SPF STUD (N) 3- 4 -3365 0.11 0.70 0.81 All COMPRESSION Chords are assumed to be 4- 5 -3847 0.24 0.72 0.96 1 continuously braced unless noted otherwise. BC FORCE AXL END CSI 10- 9 3566 0.58 0.28 0.86 9- 8 2377 0.19 0.46 0.65 8- 7 2377 0.19 0.46 0.65 7- 6 3566 0.58 0.28 0.86 WEB FORCE WEB FORCE 2- 9 -722 3- 7 1024 3- 9 1024 4- 7 -722 RMB = 1.15 PROVIDE UPLIFT CONNECTION PER SCHEDULE: Support 1 205# Support 2 200# MAX LIVE LOAD DEFLECTION: L/999 L=-0.29" D=-0.12° T=-0.42° MAX HORIZONTAL TOTAL LOAD DEFLECTION: T= 0.14" MAX HORIZONTAL LIVE LOAD DEFLECTION: T. 0.10" T WE: 213314.003 NonConcurrent Live load of 10 p.s.f. has been applied to the bottom chord per DBC -97, Table 16-B MULTIPLE LOADS -- This design is the composite result of multiple loads. Wind analysis based on: ASCE-MNFS [7-931, V=.00 MPH, I=1.00, Mean Hgt.=23.0 ft, Exp: Cat. C, internal pressure coef. I. Wind analysis chord dead load = 13.3 psf. Truss ID:B =______=_=====Joint Locations=====__________ 1) 0- 0- 0 5) 27- 0- 0 9) 9- 3- 4 2) 7- 1-14 6) 27- 0- 0 10) 0- 0- 0 3) 13- 6- 0 7) 17- 8-12 4) 19-10- 2 8) 16- 0- 0 ------------ TOTAL DESIGN LOADS ------------ Uniform PLF From PLF To TC Vert L+D -180 -1- 6- 0 -180 0- 1-12 TC Vert L+D -100 0- 1-12 -100 26-10- 4 TC Vert L+D -180 26-10- 4 -180 28- 6- 0 BC Vert L+D -20 0- 0- 0 -20 27- 0- 0 ----MAX. REACTIONS PER BEARING LOCATION----- X-Loc Vert Horiz Uplift Y -Loc Type 0- 1-12 1901 -16 -205 BOT PIN 26-10- 4 1901 0 -200 BOT H -ROLL 13-6-0 k 13-6-0 Ilk 1 2 4 5 4 00 00 4X4 4-9-15 0.3-15 n n 27-0-0 10 9 8 7 6 1902# 3.50" 1902# 3.50" 1-6-0 _� 27-0-0 -� �e EXCEPT AS SHOWN PLATES ARE TI.20 GA TESTED PER ANSI/TPI 1-1995 scale = 0.1875 WARNING: READ NOTES ON THIS SHEET. TC Live 4o.o psf Designed By: MS BALL p COP BRACING WARNINGY OF THIS DRAWINGJ?SIGNGIvE8N Too EERREECCTING CONTRACTOR. E NFORMATION TC Dead 10.0 f � Checked By: Bracing shown on this drawing Is not erection bracing, wind bradnaMs design Is for an Individual building component and has been based on Info portal bracing or similar bracing which Is a part of the building tion provided by the client. The designer disclaims any responsibility for damages design and which must be considered by the building designer. as a result of faulty or Incorrect Information, specifications and/or designs BC Live 0.0 psf BC Dead 10.0 psf Date: 9-25-02 UTTF�N a accuracy of Bracing shown is for lateral support of trues members only to redu�mInfor to the teras designer by the client and the This truss buckling length. Provisions be to lateral bradnghls Information It to This [rues has been TOTAL 60.0 must made anchor as may relate a specific project at ends and specified locations determined by the building deslgrierdesigned in accordance with -M-95" and 'NDS -9T to be Incorporated as part of psf Dwg. No: Additional bracing of the overall structure may be required. the building design by a Building Designer. When reviewed for approval by the LOAD DUR. FAC: 1.15 (See EUB-91 of TPI). For specific truss bracing requirements, building designer, the design loadings shown must be checked to be sure that the ----WOOD TRUSS SYSTEMS---- contact building designer. (Truss Plate Institute. TPI, is located data shown are In agreement with the local building codes, local climatic records SPACING: 24.0° Se n: 09.05.02' 87992 4 at 583 D'Onofrio Drive, Madison, Wisconsin 53719). for wind or snow loads, project specifications or special applied loads. Truss ManufacturTruss ManufacturWO: 213314 WE: 213314.004 Truss ID:BI TOP CHORDS. 2.4 SPF 1650F-1.5C NonConcurrent Live load of 10 p.s.f. has ... _____... ===Joint Locations=====__________ ,-C FORCE MM MM CSI 1- 2 -3847 0.24 0.72 0.96 BUT CHORDS: 2x4 SPF 1650F-1.5C been applied to the bottom chord per 1) 0- 0- 0 5) 27- 0- 0 9) 9- 3- 4 2- 3 -3365 0.11 0.70 0.81 WEBS: 2x3 SPF STUD (N) DBC-97, Table 16-B 2) 7- 1-14 6) 27- 0- 0 10) 0- 0- 0 3- 4 -3365 0.11 0.70 0.81 All COMPRESSION Chords are assumed to be MULTIPLE LOADS -- This design is the 3) 13- 6- 0 7) 17- 8-12 4- 5 -3847 0.24 0.72 0.96 continuously braced unless noted otherwise. composite result of multiple loads. 4) 19-10- 2 8) 16- 0- 0 Wind analysis based on: BC FORCE AXL BND CSI PROVIDE UPLIFT CONNECTION PER SCHEDULE: ASCE-MWFS I7-931, V= 80 ME, ------------ TOTAL DESIGN LOADS------------ 10- 9 3566 0.58 0.28 0.86 Support 1 205# I=1.00, Mean Egt.-23.0 ft, Exp. Cat. C, Uniform PLF From PLF To 9- 8 2377 0.19 0.46 0.65 Support 2 200# internal pressure coef. I. TC Vert L+D -180 -1- 6- 0 -180 0- 1-12 8- 7 2377 0.19 0.46 0.65 MAX LIVE LOAD DEFLECTION: Wind analysis chord dead load = 13.3 psf. TC Vert L+D -100 0- 1-12 -100 26-10- 4 7- 6 3566 0.58 0.28 0.86 L/999 TC Vert L+D -180 26-10- 4 -180 28- 6- 0 L=-0.29" D=-0.12" T=-0.42" BC Vert L+D -20 0- 0- 0 -20 27- 0- 0 WEB FORCE WEB FORCE MAX HORIZONTAL TOTAL LOAD DEFLECTION: ----MAX. REACTIONS PER BEARING LOCATION----- 2- 9 -722 3- 7 1024 T= 0.14" X-Loc Vert Horiz Uplift Y-Loc Type 3- 9 1024 4- 7 -722 MAX HORIZONTAL LIVE LOAD DEFLECTION: 0- 1-12 1901 -16 -205 BUT PIN T= 0.10" 26-10- 4 1901 0 -200 BOT H-ROLL RMB = 1.15 13-6-0 13-6-0 1 2 4 5 4 00 -4.00 4X4 1.5X4 1.5X4 T5-3-11 4-9-15 0-3-15 0-3-15 3X8 3X4 3X6 3X4 3X8 M k 27 L 10 9 8 7 6� 1902# 3.50" 1902# 3.50" 1'"_I 27-0-0 I (R1-7-0) (R1-7-0) EXCEPT AS SHOWN PLATES ARE TL20 GA TESTED PER ANSI/TPI 1-1995 scale = 0.1875 WARNING: READ ALL NOTES ON THIS SHEET. TC Live 40.0 psf Designed By: MS q $?SY OF THIS DRAWING Tp gE G1Wf8 Tp ERECTING CONTRACTOR. DESIGN INFORMATION TC Dead 10.0 psf Checked By: BRACING WARNING Bracing shown on this drawing Is not erection bracing, wind bmeinahls design Is for an Individual building component and has been based on Inform portal bracing or similar bracing which Is a part of the building tion provided by the client. The designer disclaims any responsibility for damages design and which must be considered by the building designer. as a result of faulty or incorrect Information, specifications and/or designs BC Live 0.0 BC Dead 10.0 psf psf Date: 9-25-02 tfTTFNIN shown Is for lateral support of members only to redufiffnishednfor to the ss accuracy of This truss has been it designer by the client and the This truss It to TOTAL 60.0 era as may relate a sped8c project a buckling length. Provisions must be made to anchor lateral bradnghla information as buckling made t at ends and specified locations determined by the building deslgnerdeslgned In accordance with 'M-95* and 'NDS-9r to be Incorporated as part of psf DWg. NO: Additional bracing of the overall structure may be required the building design by a Building Designer. When reviewed for approval by the LOAD DUR. FAC: 1.15 (See FEB-91 ofTPI). For specific truss bracing requirements, building designer, the design loadings shown must be checked to be sure that the ----WOOD TRUSS SYSTEMS--- contact building designer. (puss Plate Institute, TPI, Is located data shown are In agreement with the local building codes, local climatic records SPACING: 24.0" Se n: 09.05.02- 87993 q at 583 D'Onofrlo Drive, Madison, Wisconsin 53719). for wind or snow loads, project specifications or special applied loads. ATTENTION!! Any alterations of the trusses or the layout, including contractor backcharges must have prior approval from Littfin's. Headers, beams and any other structural member not supplied by Littfin's must be reviewed by a registered engineer to insure that they are structurally suitable for their intended use. CALL: Mpls. 952-473-2551 1-888-878-7737 (1 -888 -TRUSSES) Strongback Detail 0) 1 5d NAILS 0 TOP & BOTTOM ��'�►�R2 BLOCK .SEC.R EACH VERTICALLOCAIE a1CLOSE To BOTTOM CHORD AS POSSIBLE.STRONGBACKS SPACED AT iD'-(r (MAX) ARE RQQWRED TO MAINTAIN CERTAIN nRE ASSEMBLIES. Where splices must occur on strongbacks, overlap strongback over 2 trusses. NOTE: If ceramic tile or similar finish floor is installed, Littfin's recommends strongbacks at a maximum of 5'0" O.C. Handframing Detail Unless otherwise shown on individual drawings, these trusses have been designed to have the top chords continuously laterally supported. In cases where handframing will be applied over the top of the trusses, the top chords of the underlying trusses must be braced with roof sheathing or a minimum of 1 x4 lateral bracing not to exceed 24" on center. In addition to the above, the handframing must be blocked down to the top chord of each of the trusses below at a maximum spacing of 4'0" on center. This allows all snow loads from above to be transferred to trusses. NOTE: This layout has not been checked for Htg./Plmbg. interference. On site adjustment of joist or floor trusses up to 3" is permitted to avoid product conflict. Joist flanges or truss chords may not be cut. d Continuous Lateral Bracing Some web members may require additional permanent bracing to fulfill truss design requirements. Please read all truss drawings for bracing requirements. In addition to providing individual drawings of trusses, web members requiring bracing will have the tag shown below attached at the points on the web that require a Permanent Lateral Brace. Please refer to individual drawings in the event that tags have been removed during truss erection. For 2' o.c. trusses bracing must overlap at least 2 trusses where splices occur in bracing. See above detail. For trusses with design spacing greater than 2' o.c. a 12° min. lap of each member is required to ensure proper connection. Fastening and bracing requirements can be found on each individual truss drawing. These Continuous Lateral Bracing members then must be anchored to a rigid building member. In cases where at least 3 trusses do not have webs that line up, refer to T - Brace Detail. PERMANENT LATERAL BRACING REQUIRED Truss design requires permanent continuous lateral bracing on this member and similar members of adjacent trusses. See truss design for location of permanent lateral bracing and truss placement plan for other permanent special bracing. T -Brace Detail A T brace may be used to replace Continuous Lateral Bracing on any SINGLE PLY TRUSS ONLY, where webs do not line up on at least 3 adjacent trusses. This T brace should be nailed flat to the edge of the web w/16d nails @ 8" o.c. using same size, grade, & species as web. Brace must extend 90% of web length. On webs less than 14' in length - 2x4 Brace required On webs over 14' in length - 2x6 Brace required. See individual truss drawings for additional information such as number of girder plys, bearing and bracing requirements, nailing schedules and any other information not shown on layout. 11