Loading...
PRE 2010 DOCS0 • Village of Fridley, Minn. BUILDING PERMIT Date: ..................... Owner Address..%�...... ! ..� !r.. ` :..�-' lv° 1776 Builder.... ........................... Address............................................. LO11C TION OF BUILDING No. ...� ��. Street .....�.0............. .. . �: E .............. Part of Lo ........ ................ . `` Lot ......Y ..... Block .................. Addition or Sub -Division .. e- .... Corner Lot ........... Inside Lot ..''..... Setback ........... Sideyard ............................. 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 ..................... To be Completed .................. s7ed�o eor � JA4-rw 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 village of Fridley. 0 ®® W 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 loca on ', construction, alteration, maintenance, repair and moving of buildings with- in the village limits and this pe t may be revoked at any time upon violation of any of the provisions of said ordinances. .... —., -rt ............. Building Inspector 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 items. City of Fridley, Minn.. • BUILDING PERMIT Date: _ _ July 22, 1968 • _! Owners Harold Jamison Builder Address 109 - 66th Ave. N.E. Address LOCATION OF BUILDING Harold Jamison No.. 1339 - Street — 66th Ave. N. E. _ part of Lot Lot ._.__6_ Block 1 Addition or Sub -Division . Denison. Corner Lot — Inside Lot — x Setback _ Sideyard Sewer Elevation _-- Foundation Elevation DESCRIPTION OF BUILDING 4.3,s3/ 9838 To be Used as: Dining Room Front __21 Depth �4 Height 12 Sq. Ft. 294 Cu. Ft. Front Depth Height Sq. Ft, Cu. Ft. Type of Construction FramP_ Est. Cost _. QOQ___ _ To be Completed Npy, 1.. 1968 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 compli�nce with aft provisions of ordinances of the city of Fridley. 1=11/ n f) %_p1 1 r V In consideration of the payment of a fee of $. ' �� , permit is hereby granted Jamison 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 d ordinances. / Building Inspector arence BeIisIe NOTICE: 'fids permit does not cover the construction, installation for wiring, Plumbing, gas heating, ewer or water. Be sots to see the Building Inspector for separate permits for these Mena. q. , . APPLICATION FOR BUILDING PERMIT CITY OF FRIDLEY, M3:1', ESOTA OWNER'S NAME_16� i lV BUILDER . . ADDRESS�I". 6 a _`, --ADDRESS' 11DDRESS- LOCATION OF BUILDING N0. STREET LOT_ BLOCK_ADDITION OR SUBDIVISION A) CO IME Y►OT 111TS�l,DE LOT / SETBACK , SiDEYA13D .... , . .-.---- ----- - �--r------ --r- •• Y.1 SEWER ELEVATION Y Tor Ok FOOTING Applicant attach to this form Two Certificates of"'. 'S "' vey of -Lot and proposed building location drawn on these Certificates: -&SCRIPTI0N,.0F BUILDING To. Be Used As.: T-� I r/`. Re' 4 40/Yd P aaiont Depth 4 iietght'. Square feet Cubic Feet. front "-'Depth Height` Square( feet ''tubic Feet Type of Construction1PR A Estimoted,Cost 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_�_SIGNATURE (Schedule of Fee Costs can be found on the Reverse Side). Aymp"ka-ft-1 ftr Posey F!=b Cr M� � Q , VOW21ec -me pe ��� a PARTIAL RATE SCHEDULE GRRvr" WARM Arn: RASE TOTAL PSMMace Shell It Duct Work $10.00 $ Replacement of FLrnaee 6.00 tt Rcpairc & Alterations- up to $300.00 600 g Repairs do Alterations each add. 1500.00 300 Furnace Shell & Duct Work to 130,000 BTU ..$1000 $ each add. 60.000 BTU 3.110 $ RerpIacemmt of Furnace 6.00 1 Repairs & Alterations --up to 1500.00 6,00 $ Repairs & Alteratious each add. 1500.00 3,00 1 STEAM or HOT WATER SYSTEM! Furnace Shell & Lines --to 400 sq. ft TMR Steam $10.00 $ Furnace SheU & Line ---to 640 sq. ft. EBR )lot Water 1000 1. Each add 200 sq. ft. EPR Steam 3 on 1 Each add. 320 sq. ft EDR Hot Water 3.00 $ OIL SURFER -to 3 gaL per hour 6.00 S. over 3 gal. per hour—See Fee Schedule GAS BURNER Cup to L%,090 BTU) &00 1 -5710 0 ower 199,000 BTU See Fee Schedule GAS FITTING FEES: NO RATE TOTAL 1st 3 Fixtures A$ 200 S 09 1 Additional Fixtures a .75 1-- Gas Range to 219.000 5.00 $ Ant COWDITION1310 State Surcharge .50 F"AN h-EATXNG STMT= a" Fen vErirYI.amna BTZTI= ALTZnATIOIM & REPAIFit3 TOTAL rz Dept. of Bldgs -M L 13 3 9 66 Ave N. City of Mdley: The undersigned hereby makes application for a permit for the work herein specified agreeing to do all work in strict accordance with the City Ordinaneev and niling of the Depai tment of Buildings, and hereby declares that all the facia and reEmesentutiuns stated in this application are true and correct. Fridley. Minn 1a Owner R a b ��-t Lu n d e Kind of Building Pr t vii NO r^ e Used as Dewe11sn9 To be completed about Ay e o-7 Estimated Cost, A 2 5(:)-, (3C Old -New. Building Permit No. _ ___ __ _ permit No. l /� HEATING or POWER PLAN7S-ute0am, Hot Rates, Warm Air -No Trade Name Lea r � 1 e� Ler rmc Sias No- /gz �O Capacity -_4 Z�0 6 Sq. Ft. E A BTU HP Total Connected Lomd Bind of i Nal, QS BURNER - 71mde No size lye Capadty Sq. FL ED R vm » t►axs-omaa) BY SUBJECT PE O. City of Fridley20818 AT THE TOP OF THE TWINS ? BUILDING PERMIT RECEIPT NO. I- w ----- _ COMMUNITY DEVELOPMENT DIV. PROTECTIVE INSPECTION SEC. �0 q� r � � CITY HALL FRIDLEY 55432 NUMBER REV DATE PAGE OF APPROVED BY 612-571-3450 910-F15 5/10/91 JOB ADDRESS 1339 - 66th Avenue. NE 1 LEGALLOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. x 6 Dennis Addition SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Walter Peterson 1339 - 66th Avenue NE 571-1973 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. 6 USE OF BUILDING Residential 7 CLASS OF WORK ❑ NEW ❑ ADDITION ❑ ALTERATION J] REPAIR O MOVE ❑ REMOVE B DESCRIBE WORK Install aluminum soffit and fascia,; 5utters 9 CHANGEOFUSEFROM TO STIPULATIONS 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 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 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$1 0�0 $.50 WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT P PERMIT FEE SACCHARGE DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- $25400 Fire SC $1.00 STRUCTION OR THE PERFORMANCE OF CONSTRUCTION. PLAN CHECK FEE TOTAL FEE 6.50 S NAT REO CONTRAC R RAUTGEN7 IDATEI WHEN PROP RL Y ID THIS IS YOUR PERMIT BLDG INSP SATE IX SIGNATURE OF OWNS I OWNER BUILDER) IDATEI MW [ ] Effective 1/1/91 ADM [ ] 1-1 AND R-2 ALMM [ ] Building Permit Application Cbnstruction Address: Legal ..- - t . on: 3� Naz ccUil owner name & Address: is � . �E 6 c� r� �G w. -E Tel. # S ? I � I �1 �'S Contractor: W. # Attach to this application, a Oertificate of Survey of the lot, with the proposed carstn:ckion drawn on it to scale. r F ' 1 IP17M of IiOIVEMM UVn G AREA: Length Width Height sq. Ft. GNRAGE AREA: Length Width Height sq. Ft. DECK AREA: Length Width Hgt/Grotmd f Sq. Ft. �: 1 1 l V vWk iny w j S U VTC G 1/� GG1 GelI�Li- . 63 o -k Ir -s Corner Lot [ ] Inside Lot pq Type of Oonstniction: Approx. Ompletion Date: Ft. Yd Setback Side Yard Setbacks Estimated Cost: $ L 04o o� Proposed Driveway Width If New Opening Is Desired: Ft. $ $ Width + 6' See Back Page DATE: S - � ® _ Ck 1 APPLICANT: Tel. # 20 ( - V51 CITY OSE Q�II,Y Permit Fee $ C) O Fire Surge $ / C O State Surcharge $ SAC Charge $ Driveway Escrow $ Park Fee $ Sewer Main Charge $ s'Z'IPUrATIONS : L Fee ale on reverse Side .001 x Permit Valuation (1/10th $) $.50/$1,000 Valuation $650 per SAC Unit Alt. "A" or Alt. "B" Above Fee Determined by Dg; neer"i*gig Agreement Necessary [ ] Not Necessary [ ] CITY OF FRIDLEY INSPECTION DIV. Effective On March 1, 1996 6431 University Ave NE Fridley, MN 55432 APPLICATION FOR POWER PLANTS AND HEATING, COOLING, VENTILATION, 572-3604 REFRIGERATION AND AIR CONDITIONING SYSTEMS AND DEVICES r ) /3�39 '� f JOB ADDRESS �✓ RATE SCHEDULE The undersigned hereby makes application for a permit for the work herein Residential Rate TOTAL specified agreeing to do all work in strict accordance with the City Codes and Furnace Shell and Duct Work, Burner — rulings of the Building Division, and hereby declares that all the facts and Also Replacement Furnace $ 30.00 representations stated in this application are true and correct (Side Vent — Fill Out Back) Gas Piping (Needed with new furnace) $ 10.00 $ l 1991 ' OWNER_ Gas Range $ 10.00 $ 'S BUILDING USED AS f Gas Dryer $ 10.00 $ _ ESTIMATED COST S9 I • � PERMIT NO. l� *Air Conditioning — All Sizes $ 25.00 S _ DESCRIPTION OF FURNACE AND OR BURNER All Others/Repairs & Alterations (LIST ON BACK) 1% of Value of Appliance or Work $ No. of Heating Units P Circle One (Steam) (Hot Water) rm Air) Trade Name_ ��a� (! Size No. Commercial/Industrial BTU HP EDR 1.25% of Value of Appliance or Work $ Fuel Total Connected Load State Surcharge 50 Burner Trade Name Size No. S< S BTU HP EDR TOTAL FEE HEATING COti1PAN 410 WEST LAKE . 1 MINIMUM FEE FOR ANY HEATING/COOLINGNENTILATION 0 2604- REFRIGERATION/AIR CONDITIONING PERMIT IS $25 00 Signed By No. PLUS THE $.50 STATE SURCHARGE REINSPECTION FEE $42.00/Hr Approved By Rough—In Date Final Date "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 FURNACE Remarks: List ALTERATIONS Being Doge: HEATING CO: Signed By: Date: CHIMNEY 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 ( 1 No ( 1 8. Has combustion air been provided for water heater Yes ( ) No ( ) Remarks: List ALTERATIONS Being Doge: HEATING CO: Signed By: Date: 1072 Payne Ave. St. Paul, MN 55101 651/772-2449 LAST FIA 01 a] CITY HM Ph TECH GAS WORK ORDER STANDARD 6HEATINCS09 // - 99 410 W. Lake St. Minneapolis, MN 55408 612/824-2656 & AIR CONDITIONING A Blue Doi: Service Co. EQUIPMENT INFORMATION FIRST ORSAT TEST RECORD CO2 % METERED INPUT �iD Cfh CHIMNEY TYPE 02 % LIMIT SETTING ° FLUE SIZE -2- ® 0 in. CO % PILOT OUTAGE t, c w sec CONNECTOR SIZE ` in. NET STACK TEMP / ®'�;' 0 TOTAL CHIMNEY INPUT btuh 1 SUBJECY City of Fridley 30478 AT THE TOP OF THE TWINS BUILDING PERMIT / /g �9✓A t � COMMUNITY DEVELOPMENT DIV. PROTECTIVE INSPECTION SEC. f PR �� CITY HALL FRIDLEV 55432 NUMBER REV DATE PAGE OF APPROVED BY 612-571-3450 910-F15 11/4/99 JOB ADDRESS 1339 66th Avenue NE 1 LEGALLOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. 6 Dennis SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Roger Larson 571-4037 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO Walker Contracting Inc. 618 Sth Ave SW C699-0525 20062232 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 XX REPAIR ❑ MOVE ❑ REMOVE 8 DESCRIBE WORK Reroof house and 2 garages 34 S Tear -off 9 CHANGE OF USE FROM TO STIPULATIONS Underlayment must comply with the State Building Code. SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, TYPE OF CONST. OCCUPANCY GROUP OCCUPANCYLOAD VENTILATING OR AIR CONDITIONING THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONING SQ. 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 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 SP CIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT $2972 $1.49 DOES NOT PRE E TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PERMIT FEE SAC CHARGE PROVISIONS Y TH TATE OR LOCAL LAW REGULATING CON- STRUCTION f ANCE OF CONSTRUCTION 83.25 Fire SC $2.97 PLAN CHECK FEE TOTA EE Licen C 5. .71 SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT ,DATE, E FPROP VALIDA THIS IS YOU PfjR1yIT c. d S-GNATURE OF OWNER „F OWNER BUILDER, IDATEI SLOG INSo - pA t( 1 NEW[ ] Effective 5/10/99 ADDN [ ] CITY OF FRIDLEY ALTER SINGLE FAMILY AND DUPLEXES R-1 AND R-2 BUILDING PERMIT APPLICATION Construction Address: r vt . �j f . Legal Description: Owner Name & Address: r� � R L ,e s Tel. # S-71- 4o 3-1 Contractor: WALle-CA MN LICENSE # 2ovto-zz3z Address: b I y s T"' a„ L- S CX, _ A&. s-zw� Tel. # to l2 --c s i -mss s 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: ee, e,�.-, a s I . G so l4.. 7_ . S i k -,)- Construction Type: g _ Z = i -v cit Estimated Cost: $ Driveway Curb Cut Width Needed: Ft. + 6 Ft /" Ft DATE: 11—Y-4 I APPLICANT: vca 44t, Tel. # &.1 Gd ✓-d�'ys� CITY USE ONLY Permit Fee $ C �� ��� Fee Schedule on Reverse Side Fire Surcharge $ _ -41 .001 of Permit Valuation (1/10th%) State Surcharge $ $.50/$1,000 Valuation SAC Charge $ $1050 per SAC Unit License Surcharge $ dD $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: SUBJECT P .._ City of Fridley 30968 AT THE TOP OF THE TWINS BUILDING PERMIT r EIPT NO. `� �_____ COMMUNITY DEVELOPMENT DIV. r PROTECTIVE INSPECTION SEC. ��®� 1 . � CITY HALL FRIDLEV 55432 NUMBER REV DATE PAGE OF APPROVED BY L J` 612-571-3450 910-F15 5/23/00 JOB ADDRESS 1339 66 Avenue NE 1 LEGAL LOT NO. BLOCK TRACT OR ADDITIONSEE ATTACHED DESCR. 6 Dennis Addition SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Roger/Barb Larson 1339 66 Avenue NE 571-4037 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO Renewal By Andersen 350 - 73 Ave NE, Fridley, MN 55432 e 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 Replace 4 windows in existing openings 9 CHANGEOFUSEFROM TO STIPULATIONS Provide smoke detectors in all sleeping rooms and on all levels of the dwelling per Section 310.9.1.2 of the 1997 Uniform Building Code. 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 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 GOVERNING THIS TYPE OF WORK WILL BE COMPLIED $5 76O $2.85 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- $125.25 Fire SC $5.76 STRUCTION OR THE PERFORMANCE OF CONSTRUCTION PLAN CHECK FEE TOTAL EE Lice $5.00 138.89 SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT ,DATE, N rl OPE Jl p INSP LIDAQUHIS IS YOURRMIT OA TE S,GNATURE OF OWNER,IF OWNER BUILDER, (DATE, NEW[ l Effective 5/10/99 ADDN [ ] CITY OF FRIDLEY ALTER SINGLE FAMILY AND DUPLEXES R-1 AND R-2 BUILDING PERMIT APPLICATION 01 Construction Address:, �jL► �4 0 `�i L� . YU �' Legal Description: Owner Name & Address: '�O9R_x Tel. # Co_ l of ST l • �� � ' Contractor:; RENEWAL -BY ANDERSEN MN LICENSE # 350 -73RD AVE. NE Address: FRI�DLEY, MN 55432 Tel. # ( 612) 502-4777 -Survey of the LICENSE #20130983 -- - -- r- -r - - - - -- - - - _i. on it to scale. DES.CREMON OF. UWYMOVEMENT LIVING AREA: GARAGE AREA: DECK AREA: OTHER: Construction Type: Length Width Height Sq. Ft. Length Width Height Sq. Ft. Length Width Hgt/Ground Sq. Ft. `L41s*fn OF-1-ni Too Estimated Cost: $ AoO Driveway Curb Cut Width Needed: Ft. + 6 Ft = Ft x $ _ $ DATE: Yom. 00 APPLICANT: Tel. # 95a $S�{ •a$S�l #i� Permit Fee Fire Surcharge State Surcharge SAC Charge License Surcharge Driveway Escrow Erosion Control Park Fee $ 00 Sewer Main Charge $ TOTAL $23Z CITY USE ONLY Fee Schedule on Reverse Side .001 of Permit Valuation (1/10th%) $.50/$1,000 Valuation $1050 per SAC Unit $5.00 (State Licensed Residential Contractors) Alt. "A" or Alt. 'B" Above $450.00 Conservation Plan Review Fee Determined by Engineering Agreement Necessary [ ] Not Necessary [ ] STIPULATIONS: SUBJECT P MIT NO. City of Fridley ( 31376 AT THE TOP OF THE TWINS BUILDING PERMIT RECEIPT NO. COMMUNITY DEVELOPMENT DIV. PROTECTIVE INSPECTION SEC. r 1 � i1 S A ��"','� CITY HALL FRIDLEY 55452 NUMBER REV DATEPAGE Of APPROVED BY ••_. L J` 612-571-3450 910415 9/8/00 JOB ADDRESS 1339 66 Avenue NE I LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. 6 1 1 Dennis Addition SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Roger Larson 1339 66 Avenue NE 571-4039 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO Jansick Inc 6480 Squire Drive NE, Fridley, MN 55432 574-9679 8618 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE N0. 5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO 8 USE OF BUILDING Residential 7 CLASS OF WORK ❑ NEW Cj ADDITION ❑ ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE 8 DESCRIBE WORK Construct a 8'6" x 5' Portico 9 CHANGE OF USE FROM TO STIPULATIONS See notations on plan. SEPARATE PERMITS G WIRING, H TIN nSIGNS Before digging call for PLUMBING AN all utility locations 4640002 REQUIRED BY LAW SEPARATE PERMITS ARE REOUIRED 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 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 GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH $S,SOO $2.75 WHETHER PECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRE UME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PERMIT FEE SAC CHARGE PROVISIONS O ANY OTHER STATE OR LOCAL LAW REGULATING CON• $125.25 FireSC $5.50 RUCTI THE PERFORMAN E OF CONSTRUCTION PLAN CHECK FEE TOTAL EE g Licens C $5.00 $ 8.50 SIG UR Of CONTRACTOR ORA ORiZEDAGENT iDA Ei HE Y ALIDA D IS IS V R PERMIT S.GNATURE Of OWNERJf OWNER BUILDER1 iDATEBL S',ROPI G NQAtE -7M -NTA ADDN [ ] CITY OF FRIDLEY ALTER [ ] SINGLE FAMILY AND DUPLEXES R-1 AND R-2 BUILDING PERMIT APPLICATION Construction Address: IJJ9 (o A141E Ale - Legal Description: Effective 1/1/2000 (763) 572-3604 Bldg Insp Owner Name & Address: o e -r^ �ar5 c ni Tel. # SW -0/D.37 Contractor: ;f A -15 -TC t4/,C- CC="Y ,L—_� MN LICENSE # 4��6 /,F Address: �sr14 �- • �� F'ri W� 1'J/1.4 3 z Tel. # S7S� 9� 7 9 P ;Z� 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. Construction Type: POR 21C.0 Z-- Estimated Cost: $�/BUO• dd 5D o. Do Driveway Curb Cut Width Needed: Ft. + 6 Ft--- Ft x $ _ $ DATE: APPLICANT: Tel. # CITY USE ONLY - ' Permit Fee Fire Surcharge State Surcharge SAC Charge License Surcharge Driveway Escrow Erosion Control Park Fee Sewer Main Charge TOTAL STIPULATIONS: Call (763) 572-3604 for Permit Fees if mailing in application Fee Schedule on Reverse Side $_ S • .001 of Permit Valuation (1 /10th%) $ $.50/$1,000 Valuation $_$1 100 per SAC Unit $ S� $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 [ ] $1139,- &d Jansmck,::I,nc "Me RICHT Cl MM for all Your gut# Mg Needs" 6480 SQUIRE DRIVE FRIDLEY, MN. 55432 • (763) 574.9679 • LIC. NO. 8618 SCALE 1/4"=l, -O" -- A f ROOFING AL SOFFIT ROUGH SAWN CEDAR (RSC) COLUMNS. CEDAR RAILING WOOD STEPS VERTICLE LATTICE I ..N*— 5' —► NO HAND RAIL FIGURED FOR STEP s ROOF PITCH TO MATCH EXISTING HOUSE go $1-611 STEP CAN BE BUILT OVER OLD CONCRETE STEP. 4:�* OPTIONAL CEDAR ON CEILING PAGE 1 CONCRETE STEP TREATED FRAMING MATERIAL SHINGLES TO MATCH EXISTING HOUSE. 15# FELT 1/2" SHEATING 2X4 RAFTERS 3/4" PLYWOOD 6X6 RSC POSTS — CEDAR TRIM &� 5/4 CEDAR DECKING TREATED FRAME & STRINGERS. 1 X8 CEDAR RISERS 5/4 CEDAR TREADS OWNERS PAVERS OPTION 2 IF STEP IS NOT ALUMINUM SOFFIT & FASCIA 5/4 DECKING GLUED AND FASTENED TO CONCRETE 5'-6' DEPENDING ON EXISTING STEP DECK TO BE SUPPORTED BY EXISTING STEP & FOOTING. PORTICOL WILL SIT ON NEW FOOTINGS, SEE BELOW. /�W oP-noN i v i PAGE 2 5' ^ 6X6 TREATED OR RSC J � POST FASTENED TO L I/ o / PC"- ®� FOOTING DETAIL: PAGE 2 5' ^ 6X6 TREATED OR RSC J � POST FASTENED TO L I/ o / FOOTING. FOOTING DETAIL: " X 42" DEEP 17 FLARED AT BOTTOM CONCRETE FOOTING - A -40 14/0 � Reeoe 4 SCALE 1 "=40' 0�►��i 990258 GAR DR FRONT TJ-BeamT v5.42 Serial Number: 709046244 2 PCs of 1.75" x 9.5" 2.0E Microllam® LVL BEAMUSA 1111 4/24/99 15:54:28 Page 1 of 1 Build Code: 104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 0 - Deflection Criteria: STANDARD(LL: U360, TL L/240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Not all products are readily available. Check with your supplier or TJM technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above. - Note: See TJM SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION No Project Information available OPERATOR INFORMATION: D.F.P. PLANNING & DESIGN, INC. TERRY MIKKELSON 4797 HIGHWAY 10 N.E. ARDEN HILLS, MN 55112 651-636-6889 651-638-1412 Copyright C 1999 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA TJ-BeamT" is a trademark of Trus Joist MacMillan. Microllam@ is a registered trademark of Trus Joist MacMillan. n n s 10' All dimensions are horizontal. Product Diagram Is Conceptual. LOADS: Analysis for Beam Member Supporting ROOF Application. Tributary Load Width: 1' Loads(psf): 40 Live at 125% duration, 15 Dead, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Roof(1.25) 280 105. 0 to 5' Adds to Uniform(plf) Roof(1.25) 600 225 5' to 10' Adds to Point(lbs.) Roof(1.25) 0 2475 5' Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1 2x4 Stud Wall 3.50" 3.5" Left Face 1987 /2028 / 4015 Detail R1 SB Shear Blocking 2 2x4 Stud Wall 3.50" 3.5" Right Face 2813 / 2338 / 5152 Detail R1 SB Shear Blocking - See TJM SPECIFIER'S / BUILDER'S GUIDES for detail(s): R1. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION $hear(lb) 5004 4188 7897 Passed(53%) Rt. end Span 1 under Roof loading Moment(ft-Ib) 13798 13798 16445 Passed(84%) MID Span 1 under Roof loading Live Defl.(in) 0,208 0.322 Passed(U557) MID Span 1 under Roof loading Total Defl.(in) 0.472 0.483 Passed(L/246) MID Span 1 under Roof loading - Deflection Criteria: STANDARD(LL: U360, TL L/240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Not all products are readily available. Check with your supplier or TJM technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above. - Note: See TJM SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION No Project Information available OPERATOR INFORMATION: D.F.P. PLANNING & DESIGN, INC. TERRY MIKKELSON 4797 HIGHWAY 10 N.E. ARDEN HILLS, MN 55112 651-636-6889 651-638-1412 Copyright C 1999 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA TJ-BeamT" is a trademark of Trus Joist MacMillan. Microllam@ is a registered trademark of Trus Joist MacMillan. IVaW1V4el IN4 990258 GAR DR REAR TJ-BeamTM v5.42 Serial Number: 709046244 2 PCs of 1.75" x 9.5" 2.OE Microllam® LVL BEAMUSA 1111 4/24/99 15:57:52 Page 1 of 1 Build Code: 104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 0 - Deflection Criteria: STANDARD(LL: U360, TL L/240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Not all products are readily available. Check with your supplier or TJM technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above. - Note: See TJM SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION No Project Information available OPERATOR INFORMATION: D.F.P. PLANNING & DESIGN, INC TERRY MIKKELSON 4797 HIGHWAY 10 N.E. ARDEN HILLS, MN 55112 651-636-6889 651-638-1412 Copyright ®1999 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. TJ-BeamTM is a trademark of Trus Joist MacMillan. Microllam® is a registered trademark of Trus Joist MacMillan. F11 . I n 10' All dimensions are horizontal. Product Diagram Is Conceptual. LOADS: Analysis for Beam Member Supporting ROOF Application. Tributary Load Width: 1' Loads(psf): 40 Live at 125% duration, 15 Dead, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Roof(1.25) 200 75 0 to 5' Adds to Uniform(plf) Roof(1.25) 520 195 5' to 10' Adds to Point(lbs.) Roof(1.25) 0 2145 5' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1 2x4 Stud Wall 3.5q" 3.5" Left Face 1587 /1713 / 3300 Detail R1 SB Shear Blocking 2 2x4 Stud Wall 3.50" 3.5" Right Face 2413 / 2023 / 4437 Detail R1 SB Shear Blocking - See TJM SPECIFIER'S / BUILDER'S GUIDES for detail(s): R1. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 4307 3593 7897 Passed(45%) Rt. end Span 1 under Roof loading Moment(ft-Ib) 11715 11715 16445 Passed(71 %) MID Span 1 under Roof loading Live Defl.(in) 0.174 0.322 Passed(U668) MID Span 1 under Roof loading Total Defl.(in) 0.400 0.483 Passed(L/290) MID Span 1 under Roof loading - Deflection Criteria: STANDARD(LL: U360, TL L/240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Not all products are readily available. Check with your supplier or TJM technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above. - Note: See TJM SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION No Project Information available OPERATOR INFORMATION: D.F.P. PLANNING & DESIGN, INC TERRY MIKKELSON 4797 HIGHWAY 10 N.E. ARDEN HILLS, MN 55112 651-636-6889 651-638-1412 Copyright ®1999 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. TJ-BeamTM is a trademark of Trus Joist MacMillan. Microllam® is a registered trademark of Trus Joist MacMillan. 990258 GAR DR FRONT -LTJJ--Beam� v5.42 Serial Number: 709046244 2 PCs of 1.76' X 9.5" 2.0E Microllam® LVL BEAMUSA 1111 4/24/99 15:54:28 Page 1 of 1 Build Code: 104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 0 - Deflection Criteria: STANDARD(LL: U360, TL:L/240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above. - Note: See TJM SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION No Project Information available OPERATOR INFORMATION: D.F.P. PLANNING & DESIGN, INC. TERRY MIKKELSON 4797 HIGHWAY 10 N. E. ARDEN HILLS, MN 55112 651-636-6889 651-638-1412 Copyright O 1999 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. TJ-BeamTM is a trademark of Trus Joist MacMillan. MicrollamG is a registered trademark of Trus Joist MacMillan. n n 10' All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting ROOF Application. Tributary Load Width: 1' Loads(psf): 40 Live at 125% duration, 15 Dead, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Roof(1.25) 280 105 0 to 5' Adds to Uniform(plf) Roof(1.25) 600 225 5' to 10' Adds to Point(lbs.) Roof(1.25) 0 2475 5' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1 2x4 Stud Wall 3.50" 3.5" Left Face 1987 / 2028 / 4015 Detail R1 SB Shear Blocking 2 2x4 Stud Wall 3.50" 3.5" Right Face 2813 /2338 / 5152 Detail R1 SB Shear Blocking - See TJM SPECIFIER'S / BUILDER'S GUIDES for detail(s): R1. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 5004 4188 7897 Passed(53%) Rt. end Span 1 under Roof loading Moment(ft-Ib) 13798 13798 16445 Passed(84%) MID Span 1 under Roof loading Live Defl.(in) 0208 0.322 Passed(U557) MID Span 1 under Roof loading Total Defl.(in) 0.472 0.483 Passed(L/246) MID Span 1 under Roof loading - Deflection Criteria: STANDARD(LL: U360, TL:L/240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above. - Note: See TJM SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION No Project Information available OPERATOR INFORMATION: D.F.P. PLANNING & DESIGN, INC. TERRY MIKKELSON 4797 HIGHWAY 10 N. E. ARDEN HILLS, MN 55112 651-636-6889 651-638-1412 Copyright O 1999 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. TJ-BeamTM is a trademark of Trus Joist MacMillan. MicrollamG is a registered trademark of Trus Joist MacMillan. �j)W1%CNl 990258 GAR DR REAR TJ-BeamT v5.42 Serial Number: 709046244 2 PCs of '1.75" x 9.5" 2.0E Microllam® LVL BEAMUSA 1111 4/24/99 15:57:52 Page 1 of 1 Build Code: 104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 0 All dimensions are horizontal. Product Diagram Is Conceptual. LOADS: Analysis for Beam Member Supporting ROOF Application. Tributary Load Width: 1' Loads(psf): 40 Live at 125% duration, 15 Dead, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(pif) Roof(1.25) 200 75 0 to 5' Adds to Uniform(plf) Roof(1.25) 520 195 5' to 10' Adds to n, 6 10, ,n All dimensions are horizontal. Product Diagram Is Conceptual. LOADS: Analysis for Beam Member Supporting ROOF Application. Tributary Load Width: 1' Loads(psf): 40 Live at 125% duration, 15 Dead, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(pif) Roof(1.25) 200 75 0 to 5' Adds to Uniform(plf) Roof(1.25) 520 195 5' to 10' Adds to Point(lbs.) Roof(1.25) 0 2145 5' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1 2x4 Stud Wall 3.50" 3.5" Left Face 1587 / 1713 / 3300 Detail R1 SB Shear Blocking 2 2x4 Stud Wall 3.50" 3.5" Right Face 2413 / 2023 / 4437 Detail R1 SB Shear Blocking - See TJM SPECIFIER'S / BUILDER'S GUIDES for detail(s): R1. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 4307 .3593 7897 Passed(45%) Rt. end Span 1 under Roof loading Moment(ft-Ib) 11715 11715 16445 Passed(71 %) MID Span 1 under Roof loading Live Defl.(in) 0.174 0.322 Passed(U668) MID Span 1 under Roof loading Total Defl.(in) 0.400 0.483 Passed(U290) MID Span 1 under Roof loading - Deflection Criteria: STANDARD(LL: U360, TI -1/240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2'8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Not all products are readily available. Check with your supplier or TJM technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above. - Note: See TJM SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION No Project Information available OPERATOR INFORMATION: D.F.P. PLANNING & DESIGN, INC TERRY MIKKELSON 4797 HIGHWAY 10 N.E. ARDEN HILLS, MN 55112 651-636-6889 651-638-1412 Copyright O 1999 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. TJ-BeamTm is a trademark of Trus Joist MacMillan. MicrollarnO is a registered trademark of Trus Joist MacMillan.