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PRE 2010 DOCSCity of Fridley, Minn. BUILDING PERMIT Date: __ June 26, tfM 1968 Owner: _ Dalberg Blders . Builder Address 1121 80th Ave. N. E. Address LOCATION OF BUILDING Same Same N° No. 165 Street _ _ 75th Ave. N. E _- part of Lot Lot 1 __ Block 2 _ Addition or Sub -Division .�_ Dalberg Terrace Corner Lot , x Inside Lot . _ Setback 35' —_ Sideyard -- 24' L 10' Sewer Mevation ___ 891.75 894.75 Top of Footing 43 /,:2/ 9810 _ DESCRIPTION OF BUILDING To be Used as: Dwelling Front ____ 40' Depth 24' Height 20' Sq. Ft. 960 Ca. Ft. 19200 Garage Front 20' Depth 22' Height —10' Sq. Ft. 440 Cu. Ft 4400 Type of Construction _ _ Frame Est. Cost , 14 000 _ To be Completed • SEWER LOCATION - 59.5' East of Manhole WATER LOCATION - 72.8'E. of Manhole • 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_€utd-TFn 9om�� a'll prrsions of ordinances of the city of Fridley. /"/v , r 100.00 Se&er—C-onnection Charge In consideration of the payment of a fee of $ 36.00permit is hereby granted to Dalber Blders to construct the building or addition as described above. This permit is granted upon the express condition that Idone in, around and uponFridley, Minnesota regardithin the dtylimitsand t may be revoked at any time upon violation of any of the provisions of said ordinances. Official Building EWAUM NOTICE: This permit does not cover the construction, Installation for wiring, plumbing, gas heating, ewer or water. Be sura to sas the Building Inspector for separate permits for these hems. APPLICATION 4OR BUILDING PERMIT . CITY OF [FRIDLEY,' MSOTA ' OWNERS NAME BUILDER ADDRESS _ ADDRESS, ,r LOCATION (V iUILDING N0._ STREET LOT _ BLOCK _ 7/ ADDITION OR `SUBDIVISION CORIM1 LOTINSIDE 100. "'SETBACK -SIDEMARD'Me SEWER ELEVATION + TOP OF FOOTING Applicant attach to.this form Two Certificates of Survey of Lot,and,proeosed building location drawn on these Certificates. DESCRIPTION OF BUILDING To Be Used As: Type of Cons To Be Completed . ,i Degth � Height 2� Square feet dCubic Feet /91® Fronts Depth Height l Square feet U40 Cubic Feet 4® z) Estimated Cost 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 __.�. --; _AA�SIGNATURE (Schedule of Fee Costs can be found on the Reverse Side). 0 Application for Power Plants and Healing. Cooling. Ventilation, ReMgeralion and Air Conditioning Systems 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 AIR Furnace Shell & Duct Work to 120,000 BTU ............ $10.00 $ 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 .................... 3.00 $ 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 (up to 199,000 BTU) ....................... 5.00 $ over 199,000 BTU See Fee Schedule GAS FITTING FEES: NO RATE TOTAL 1st 3 Fixtures ...................... x$ 2.00 $ Additional Fixtures ................. x .75 $ Gas Range to 199,000 ........... x$ 5.00 $ AIR CONDITIONING FAN HEATING SYSTEM VENTILATING SYSTEM ALTERATIONS & REPAIRS ROUGH FINAL $ See Fee Schedule $ TOTAL FEE $— 7/ • �� Dept. of Bldgs. Phone 560-3450 Location 1&,5-6 " 7 City of Fridley: The undersigned hereby makes application for 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. Fridley, Minn_ / — '/ ? , 19Lil Owner CJ Kind of Building Used as To be completed about Estimated Cost, $ �-T, 5 Z) ��tt Old NewBuilding Permit No. "f . Permit No. DESCRIPTION OF WORK HEATING or POWER PLANTS—Steam, Hot Water<�No Trade Name. "«l —� Size No_ �� Capacity q. Ft. E.D.R I-0 LM BTU A.P. Total Connected Load �� -5O Kind of Fuel BURNER — Trade Name Size No Capacity Sq. Ft. E.D.R BTU H.P. Signed SUBURBAN AIR CONDITIONMA tm1 5 419 CENTER DRIVE By—N1DlWRAPD NNSM' _"32— as Business Phone Nom 7 (REMARKS—OVER) I City of Fridley Application for Plumbing and Csa Fitting Permit DESCRIPTION OF WORK Number, Kind and Location of Fixtures PARTIAL RATE SCHEDULE 12 NO. RATE TOTAL 8� e x $tom $ c; , a o U' x JA* WATER HTR. New Fixture Old Opening .............. x $ / • �� Catch Basin .... .................. .. x 3.25 $ , neo Water Heater (Up to BTU) tSad < �•d (�'�Sa (�90 F N GAS ELEG New Ground Run Old Bldg . ............ x 3.25 $ i&'&.w 2 &-tz,. ci -00 GAS FITTING FEES: NO. RATE TOTAL 1st 3 Fixtures .......................... x $ice $ �. B 0 'Q 'V& Base x ffco;- $ 11716- ,y ,oa Gas Range to 'BTU .............. % MA& $ f X 1st 2nd 3rd 4th • Future Connection Openings Connected with New Fixture, Old Openings I Sewer Cesspool ri PARTIAL RATE SCHEDULE PLUMBING FIXTURE RATES: NO. RATE TOTAL Number Fixtures ....... ...........:.. e x $tom $ c; , a o Future Fixture Opening ................ x JA* $ New Fixture Old Opening .............. x $ / • �� Catch Basin .... .................. .. x 3.25 $ , neo Water Heater (Up to BTU) ft;W ...... x New Ground Run Old Bldg . ............ x 3.25 $ i&'&.w 2 &-tz,. ci -00 GAS FITTING FEES: NO. RATE TOTAL 1st 3 Fixtures .......................... x $ice $ �. B 0 'Q 'V& Additional Fixtures .................... x ffco;- $ 11716- ,y ,oa Gas Range to 'BTU .............. x MA& $ 3 % oo REPAIRS & ALTERATIONS—Refer to Code Description ................................................$ TOTAL FEE i O Dept. of Bldgs. Phone SII 4-7470 Location //9+�® ` %� "' City of Fridley: The undersigned hereby makes application for a permit for the work herei specified, agreeing to do all work in strict accordance with the City Ordinance and ruling of the Department of Buildings, and hereby declares that all the fact and representations stated in this application are true and correct. Fridley, Mnn- jD` A. —, 19 Owner NLZA21/& Kind of Building Used as To be completed about Estimated Cost, $ Old—OE3, Building Permit No �y Permit No. `16 g Signed By Business Phone No-�� ROUGH FINAL 42 City of Fridley 915.51 Application for PhmWng and Gas meg pen* Dept. of Bldgs. Phone SW -3450 DESCRIPTION OF WORK Number, Kind and Location of Fixtures 1 ul I I i I Future Fixture Opening ... ... ..... x $1.50 c New Fixture Old Opening 'K 2 < a < ` $ / W WATER HTR. GAS ELEG Base Electric Water Heater : $2.00 $ GAS FITTING FEES: NO. RATE TOTAL 1st 3 Fixtures ...... ................... 1 x $2.00 $ 2.00 Additional Fixtures . .................. —x$.75 $ Gas Range to 199,000 BTU .............. x $5.00 $ (111 lite 3.00 lot Ll 1) gas lite 2nd -into 3rd — – 4th _ ° Putur• Connection openings Connected with Now Fixture, Old OpeningsBawer I Cesspool ❑ PARTIAL RATE SCHEDULE PLUMBING FIXTURE RATES: NO. RATE TOTAL Number Fixtures ... ....... x $2.00 $ Future Fixture Opening ... ... ..... x $1.50 $ New Fixture Old Opening x $1.50 $ Catch Basin .. .. ... ...... x $3.25 $ Water Beater (Up to 99,000 BTU) .... x $3.00 $ New Ground Run Old Bldg. . ... .... x $3,26 $ Electric Water Heater : $2.00 $ GAS FITTING FEES: NO. RATE TOTAL 1st 3 Fixtures ...... ................... 1 x $2.00 $ 2.00 Additional Fixtures . .................. —x$.75 $ Gas Range to 199,000 BTU .............. x $5.00 $ (111 lite 3.00 REPAIRS & ALTERATIONS—Refer to Code Description .... ............................. .............$ TOTAL, FEE $ x.00 Loco. 1650 NE. 75 Ave. City of Fridley: The undersigned hereby makes application for a permit for the work herei specified, agreeing to do all work in strict accordance with the City Ordinance and ruling of the Department of Buildings, and hereby declares that all the fact and representations stated in this application are true and correct. Fridley, Minn_ Oct, w, 1969 .19_ Owner Doug Gronert Kind of Building frame Used as reg s i d en ad To be completed about Qot - 22, 1969 Estimated Cast, $_ _10-00 O1dX-New. Building Permit No. Permit • By �p'� o Business Phonew- ROUGH FINAL/0 - 70 I 01 SUBJECT PE City of Fridley 33561 AT THE TOP OF THE TWINS BUILDING PERMIT RECEIPT NO. r � COMMUNITY DEVELOPMENT DIV. ; r PROTECTIVE INSPECTION SEC. 1 r r NUMBER REV DATE PAGE OF APPROVED BY CITY MALL FRIOLEY 55432 763-571-3450 910-F15 5/28/03 JOB ADDRESS 1650 75 AVENUE NE 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. 1 2 1 DALBERG TERRACE SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Douglas & Marilyn Gronert 1650 75 Aveue NE 763-784-4382 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 0 ADDITION ALTERATION 0 REPAIR 0 MOVE 0 REMOVE X 8 DESCRIBE WORK Convert existing garage to living area; remove 10' x 14' metal shed; construct a 39' x 24' Garage 9 CHANGE OF USE FROM TO STIPULATIONS See notations on plan. Refunded $8.39 for overpayment on check. SEPARATE PERMITS G REQUIRED FOR: Before digging call for WIRING HEATING all utility locations PLUMBING AND SIGNS 4540002 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 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 $23,694 $11.85 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- STRUCTION OR THE PERFORMANCE OF CONSTRUCTION PLAN CHECK FEE TOTALFEE $412.79 +ATUREcCOe�OR THORIZED AYINT +04TEi aVFHjENPROPERLY VALIDATED THIS IS Y R PER IT AA SSG nTURE 0� O_1of OWNER BUILDER, + ATE+ r S. T+ t I 01 NEW [] ADDN [ ] ALTER [ ] Construction Addre Legal Description: CITY OF FRIDLEY Effective 1/1/2003 6431 University Ave NE, Fridley, MN 55432 (763) 572-3604 Bldg Insp SINGLE FAMILY AND DUPLEXES R-1 AND R-2 (763) 571-1287 Fax BUILDING PERMIT APPLICATION �. 2 Owner Name & Address��4 r//rofff /may`//:!7-flsdrN / Tel. #-/,d - o T Contractor:. S�74C MN LICENSE # Address: 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. 14 9'�` -' GARAGE AREA: Length ( Width + Height 14' �q'y '-yoDECK AREA: Len Width Hgt/Ground `-�® �9� OTHER: I ! sT-/AJ�o R� �r �-�r '306o Construction Type: �� `��— Estimated Cost: $ ��, Driveway Curb Cut Width Needed: Ft. + 6 Ft = Ft x p DATE: APPLICANT, .�acCrn .75,. A;�e" 7 �P Tel. # AY �O l'l J<9Z Call (763) 572-3604 for Permit Fees if mailing in application. Fax to 763-571-1287 if using credit card and we will call you for card number. CITY USE ONLY - Permit Fee $ ��'?Fee Schedule on Reverse Side Fire Surcharge $ (�q 001 of Permit Valuation (1/10th%) State Surcharge $ $.50/$1,000 Valuation SAC Charge $ $1275 per SAC Unit License Surcharge $ $5.00 (State Licensed Residentia Curb Cut Escrow $ Alt. "A" or Alt. "B" Above 0 e C Erosion Control $ $450.00 Conservation Plan Revie Park Fee $ Fee Determined by Engineering 3 7 7 ° 25 + Sewer Main Charge $ Agreement Necessary [ ] Not Ne 2 3 " 69 + 11° + TOTAL $STIPULATIONS- 0 0 3 b12 79 �. 71 l0-�5 YA, /,1 E - lleG� *A1. �ZOz REScheck Compliance Certificate 2000 Minnesota Energy Code REScheckSoflware Version 3.5 Release lc Data filename: Umitledrek TITLE: Marilyn's long awaited room COUNTY: Anoka STATE: Minnesota ZONE: 2 CONSTRUCTION TYPE: Single Family DATE: 05/13/03 DATE OF PLANS: 5/12/03 PROJECT INFORMATION: Expand living space into existing garage area, and build a new three bay garage. COMPANY INFORMATION: Doug and Doug Builder's COMPLIANCE: Passes Permit Number Checked By/Date Maximum UA = 80 Your Home UA = 75 6.2% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R -Value R -Value U Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 440 38.0 0.0 13 Wall 1: Wood Frame, 16" o.c. 160 25.0 0.0 7 Door 1: Solid 18 0.800 14 Wall 2: Wood Frame, 16" o.c. 176 25.0 0.0 9 Wall 3: Wood Frame, 16" o.c. 160 25.0 0.0 7 Window 1: Above-Grade:Metal Frame with Thermal Break:Double Pane with Low -E 30 0.330 10 Floor 1: All -Wood Joist/ Truss:Over Unconditioned Space 440 30.0 0.0 15 Furnace 1: Forced Hot Air, 78 AFUE Air Conditioner 1: Electric Central Air, 10 SEER Proposed and Maximum U Factor Averages Proposed Maximum Average U -Factor Allowed U Factor Above -Grade Windows and Glass Doors 0.330 0.370 Includes Foundation Windows > 5.6 0 Floors Over Unconditioned Space 0.033 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 REScheckVersion 3.5 Release lc (formerly MECchec4 and to comply with the mandatory requirements listed in the REScheckInspection Checklist. Builder/Designer ®�� 5 �• �� Date � Fp � REScheck Inspection Checklist 2000 Minnesota Energy Code REScheckSoftware Version 3.5 Release lc DATE: 05/13/03 TITLE: UhMyn's long awaited room 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 [ J 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 RES check Certificate [ ] window and door areas consistent with building plan and RES check Certificate MECHANICAL VENTILATION ISSUES [ ] residential mechanical ventilation system provides adequate ventilation per code requirements* [ ] furnace efficiency is consistent with RES check Certificate 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 RES check Certificate [ ] wall framing and insulation level is consistent with building design and RES check Certificate 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 [ J 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 [ 1 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 shafts 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. Design #23642-- 3/11/2003 *** Take this sheelrfo the Building Materials counter to purchase your materials. *** You selected aarae with these options: 9 9 P 22' Wide X 40' Deep X 9' Nigh Gable roof w/ 4/12 pitch ,trusses 2' O.C. 12" gable/12" save overhangs 1/2" Pine Plywood wall Sheathing 1/2" Pine Plywood Roof Sheathing 12" Smooth Hardboard lap Siding 30 yr.. -Oakridge, Estate Gray Shingles Pine Soffit & fascia BUILDING OFF=ICIAL REVIEW pfdp � Al1lUR17ATION REQUIRED PRIOR TO CIIAN(;:S, 001011FIGATIONS OR ALTERA71ONS Galvanized Aluminum Regular Roof Edge Pine overhead door jamb C:�� 1S S All a ening4 In bearing wall shall p S be framed with double headers or proper size. /(//t/. Front View Book View �- J ie V� �s �� t'jfeUJ Today's cost f 1418 estimated in this design: $ 3098.83 PLAP SUBJ CTPTO� EI IE D Base garage without options: $ 2605.37 I PECTION '*The bas Price includes: 0° Eave/0° Gable Overhangs, Froming Noterials, 7/16 OSB Roof Sheathing, 20 yr. Fiberglas Chair - Onpc Block Shingles, Pine Faris, 6olvanind Regular Roof Edge, 8° Textured Vertical Nar&urd Siding, o n No Service Doors, No Overhead Doors, No Windows, or Any Other Options. re ° S M0.. POLY VAPOR BARRIER I ` _ 4• SAND CUSHION OR CRUSHED STONE SLOPE GRADE AWAY FROM ° • "r EXPANSION JOINT FOUNDATION IN FIRST 1a-0• (TYP.) 8• POURED CONCRETE WALL W/A5 REBARS VERT. A4'-0' O.C. ° W/ (4) 05 REBARS HORIZ DETAIL B— ` �B" X,DOINELS@4'4'O.C. CONCRETE STEIN WALL ° 2 05 REBARS CONT. WALL AT GARAGE SLOPE GRADE AWAY FROM FOUNDATION VINFIRST 1a -w (TYP.) m pp - UIS, 1W � a•x r coNr. OS DOWELS @,V -W O.C.— J ts• x W FTG. W/ (2) 1/r DIA x 18•ANCHOR BOLT 4'4.0.C. EMBEDDED PER LOCAL CODE ' B• CONCRETE BLOCK FILLED WITH MORTAR SXB1a10WWM— a e MIL POLY VAPOR BARRIER SAND CUSHION OR CRUSHEDSTONE W ;i h LL U O U FILL TOP 2 COURSES W/GROUT AT BOLTS — 117 EXPANSION JOINT - 4• COW. SLAB W1 X S 10110 WWM e — _— V2' DUL x 18' ANCHOR ALTS 0 4' O.C. EMBEDDED PER LOCAL CODE a ROI. VAPOR BARRIER , urr;''.'ixr�iw� aW.SAID<CUSF00NOR'Cdf1J8�lEDSTONEi'�!. 05 AT 4' O.C. FILL BLKS SOLI) WIOONC. AT VERT.Ob DE ERMINED BBUKL Y FFR�OSST N�EI�S 00 DETAIL C — CONCRETE o e BLOCK STEM WALL /W leh eel Tv C-- xis f%Ng �r ye0o .�-n4 S SLOPE GRADE AWAY FROM FOUNDATION @ 01 IN FIRST 19-V (TYR) (4) O5 REBARS W/ 05 TIES @ 24.O.C. START TIES HERE 12• FROM CORNERS & BEAM INTERSECTIONS e Ult IAIL V — rcnavnnrzi- DOOR DETAIL D — MONO- LITHIC SLAB WITH CURB L UNtSTURBED SOIL OR WELL COMPACTED FILL 2 X 4 STUDS @ IV O.C. 2 X 4 TREATED MUDSILL (LINE UP OUTSIDE EDGE OF SILL FLUSH WTTHFACE OF FOUNDATION) 1/8 DUL ANCHOR BOTS (REFER TO FOUNDATION PLAN FOR SPACING) SILL.sEALER DETAIL E — JACKBTUD FOUNDATION AT DOORWAY 2X, DET except locate the first stud 11 - allows for the thickness of the building, where the sheathing es equals 15-1/4 Inches). Fo) header in place after the wall 12d nails through the plate; n: Jack stud to the first) with a pi cripples, if required) to length late the height of the header 1 wall plate. 15. Set the front and back walls h 16. Assemble the garage door he two 2x12s or 2 L.V.L member ings require larger headers. I each other. 17. Install the header assembly s header. (See Detail V.) Use 18. After all the wall frames are u plumb each comer. 19. After the corners are plumb, I nor joints to tie all frames tog. three 16d nails at the overlap 20. Nail the walls together at the ner with a pair of 16d nails e% 21. Notch the outer edges of stuk braces) as required. (See De angle shown and mark where slightly deeper than the brace the notch, making sure the w at each stud. NOTE: There, which may be used. These it only one or two saw cuts Inst at each end of the wall (whirl 22. Remove the temporary brace . from one comer to the other wall In or out as necessary. i the wall and hold it In place. Once the walls are straight, t UP co ri n rp _.ro C)rp IP. 70 col0 rl -a-4 a co ai 700 WD n$ -o rn 3 rn ry 70 z nmr70 I r7o0 r- z rrn r— aaacn mx--1-1 vrpccom ' —1-2 ri I rrrpgj p D 7c =rraz rn ry co m p rT c rn I I W I I i 6 II 5'-5.1/2" 2'-11' -o 22'-O" 1 N I N I O n a rpr- rr- mc�R 7- m ro n O7 i 7. q =rl „♦ _ room � $ I I I I nmr70 I r7o0 r- z rrn r— aaacn mx--1-1 vrpccom ' —1-2 ri I rrrpgj p D 7c =rraz rn ry co m p rT c rn I I W I I i 6 II 5'-5.1/2" 2'-11' -o 22'-O" 1 N I N ■� 12" 4'-O" 4'-O° 4'-0' 4'-0" 4'-0" 12" I I 3t co I a r 0 I I I p £ I I 0 I co EP nry S! CP Ori ago -4 a cn rl ter= CP Q� 7n0V na rv- 1 i I sN� I ��N I ccnmo a n iCP I I I SLOPC 2' I -O rl 70 ry --1 ry 70 M 0 mry I I =R E I I I I I 1 i I sN� I ��N I ccnmo a n iCP I I I SLOPC 2' I -O rl 70 ry --1 ry 70 M 0 �rrp= DRDN =7c-4-4 v� -A r i � n CA mry r— rswMR M-4x2o =R �rrp= DRDN =7c-4-4 v� -A r i � n CA I L %mA P%I art%A Lm Lip vvri VvII I I%a w "r+ I Mr vr- I I% RIDG[ @ 22' OPTH RIDGE @ 24' DCPTN 1s° 0.0 APT RS ----- ---- -- ---- i ---------- 0. OLL O. iA6L S DS 0. IANC IALL I [ O. TUD 6" .G. - PLY SNC TNI G 1_g" 9'-O° R.O. 9" 9'-0° R.O. 9" 9'-O° R.O. I' - NIT LL I St S AG I G o 'O. POM Us6r GOR 1 11 O ° t T CUIL L JAGKLSTUDS r P N[R @ O.N. DOOR Ilk CfrHIHG — � X OQ /3-49 X < TN[ DOOR GONPIGURATION �Z�, �VFE � � �J SNOWN ON THIS PRAM I NG f RONT r RAn I NG PLAN c T TPC G ELeVAT ION MAY Be USCD SHOJI i NG ALTCRNATC DOOR CONE I G RAT ION // SGAL[ : 114" = 1'-0" WITH ALL Roof OPTIONS. 22'—On OR 24&=W DrrP 69=0 • W I DC 4/12 RCbt" PITCH i TNRCC SING DOORS I- ReG[SSeD GAIN LEDGE " 9.1/2" 4° 4". T44 9.1/2° °4°4I'-8.1/2" 9'-1" 9 9'-1" 1' 3r j 39�— O rOUNDAT I ON PLAN SCALE: 114' = 1 '-0" U/e S 22--0- OR 24+-W DrrP 34 - o • W I DC THRCC SINGLC DOORS SECTION A -A SCALE: 114" 22'-O' DEEP ALL WIDTH OPTIONS 4/12 ROOT PITCH awl pt O I R V I MVV. 1 3/8" PLYWOOD Sor f I T RMR To DtTAIL (i)OOR GONDIGURATIONS.I 1)(6 PASGIA I If2 rR I ut BOARD -7 I/ v . old& 5'-7 1/2° J 91 PR r RAHNG tLEVAT I om SCALL : 1 /4 ° WIDrq=:::i • DEEP I o_ L 448�414111`Oe ` See t1.0.(�. L�awlw,o�u Truss a 1 Q � " l _..� �_55� r 2x4x12'-O" WALL TIES — W/ 2x6 HANGER @ 40" 0. C. SEE DETAIL SPLICE WALL TIES W/9' 2x4 -PRS" .�✓ STUDS 7 q TQ {y�QleA ��s� lA4s/s �Q/, aid ford T mls;c S[CT ION A -A SCALE: 1140 = 1.-0. 22'-08 urEP ALL WIDTH OPTIONS 4/12 ROOT PITCH r .'f_.Y d t 11f^• 2x8 RIDGE 2e6 COLLAR TIE @ 40" 0. G. SEE DETAIL 2x6 RAFTERS @ 16" O.G. RerER TO DETAIL IX6 FASCIA e/0" PLYWOOD sorrIT REFER TO DETAIL _LAR I I ES 2.G. `TeRS J.G. AUG 07 2000 11:58 FR M M TRUSS SPECIHL e15 8'eb 5565 TO FRIDLEY Pale/Cd2 FINK 1 11 122' CENTER SPLICE e J197537 16-1-2 22-0-0 r 24-0-0 , 5.10-15 5-1-1 5-12 5-10-14 24-0 ��NONAL ,��\gCONS�N.; :Cti• a♦ ••a •• r47S �, � w, •ez � Gist, 1140 .• w•. 11�zz .S•tri 4X4= •.10255 •^� ; • Ne• �� •: - Z0612- _ 4.00[12A .'Q i S7ATF ne _• t, I •� o101Aol[1 i b� r i�-f/ ' • • • • - ice" 7-7-5 7-7-4 'toADUid- Esq q ' C1P10 2.0•D CSI DEFL (in) floc) Iden PLATES GRIP : ^' TOLL �p.0 Plated Increase 1.15 TC 0.80 VartILL) •0.19 10 >999 M20 197/144 TCDL :10.0: Lumber Increase 1.16 8C 0.99 VertlTL1 -0,35 8-10 >750 r BCL,!. ' . '.0.0 Ron Stross In" YES we 0.47 H0,2171.1009 6 ala 1,. BCfi{. . •10.0 Cede BOCA/ANSI95 let LC LL Min Ilde(t - 360 IM1 Lumam ••',r_ BRACING ''4 TOP CUP11 2 > C ♦ SPF Ne.2 TOP CHORD Sheathed or 2.47 on center iv BOT CFIOItO 2 X 44 SPF No.2 BOT CHORD Rigid tail' dim etly applied WEBS : 2 X 3 SPF Stud MVw REACTIb 4-0bleixe) 2-'15171014-8,45-151710-3-8 x MaxfHora 2w-18(load ease 31 :•(� ' MaxUpllft2- 303(1oad so" 2), 0-303(kud case 31 _.. ) - - F., Lead ave only • � eg �� CF$7ffD 1 2�3T, 2-3--2883.3-4--2496.4-5--2496. ti -8--2884, 6.7.31 1 IN !• t#bRp0Ap 2-10-2724, 9-10-1882, 8.9-188Z 6.9••2725 WEBS' 3.10•-526, 4-10-718, "-710,6-8--526 11 has bean checked ler unbalanced loading conditions. `' ' 2i Tftli Iles Man designed for the wind bads generated by 60 mph winds at 25 It above ground level, using 5.0 psf to Chord dead load and 5.0 psi bottom chord dead load, 100 mi from hurricane oceenGne. on an occupancy eategoty L -condition 1 enclosed butting, of dimensions 45 It by 24 It with exposure C ASCE 7-93 per BOCAIAN3195 It sad w lsor Cantilevers exist, they aro exposed to wind. if porches exist, they are not exposed to wind. The 31 WMW DOIe haws in 1.33. and the plate grip inereaa• a 1.33 41_ mechanical Cemleedon lby others) of tone to bearing plea capable of rwithst•ndina 303 It, uorift at faint 2 9 This bats has pem designed with ANSIITPI 1-1995 criteria. LOAQ CA311(0i) Standard lo center braeing- �� C�� Gt5Tfp� 6 03 o PROFESSIP14AI. 307``4 0N 2Q `'�Y- \T,q */ ' 1 hereby cantly roariltrsiow. Spep• ficatibn or report was prlpared by me or under III ecljs ien and thal I aryt f�s'VIP tessional Engin r it�f M the Stale of >ulnnesota,' 1n - i DATE pro. :.A waw ' " '. parnn�u.r. tl;.d " "`►s.ton �vrAss sig f�>611� `Lss. •-.�® `•: � vac � vl M•� NUfek oonrrocton� int � orny open gaem•/•n aur...,, one r far an rnen+ouot buedbq cempon•nr ro be :+ Ymaaa as IOotled irlmeotly. AppAeomay of deHnn portlmeters and laop•t Inoapo�o/bn W eempon•nl b refOonswuly of twAdinp tletlpnef •nal tons o.,ratl: erieaip tnoa+n r ra tot•rot tvppal of tnaivauoi web a,•e�er. Darya Atlettenol bmpotory Orotln� to s1�tt0 rfobiD>,r tlYlUq centlnrcrgn Ip tA0 r•IpontibBry d nl• •tecta. AtlelTbnel pmmtln•nt Wadnp aJ m. Lverotl sblrc(W t me responsiblmy o1 In• uuiwurp de;gner, Fot Aenero� pvidance noerdno bbmee/10r{ auaary eemat orwop•. a•dvery, er•etbn Byrd brocha. eomua osr•sa tauatpy soiwertl, osa.ao 6roeU+a sn.emconen and Nla•Ot A A'tTo l �OkalafuiurparderooU+oO«.rornm•n0arbnavaseeiwtre,nLuerau,r.M.rmn�+wah•n...,.�,..,........-..._ ...,..,.. In C�� NONAL ,��\gCONS�N.; amu• �.� R .. t EG. Nom, ,• �,; A •. �',. �c i .. • • �„ = r . . STEPHEN W. • • �Q► ;. ;. 4-a •�z r'�: STEPHEN W :�►; COLO : STPH9 N w. ti Z =n•' CABLER '" ; �, •o: E -2253a -P : ST. LOUIS - 1 - % .,(k,•.Mu .• lo center braeing- �� C�� Gt5Tfp� 6 03 o PROFESSIP14AI. 307``4 0N 2Q `'�Y- \T,q */ ' 1 hereby cantly roariltrsiow. Spep• ficatibn or report was prlpared by me or under III ecljs ien and thal I aryt f�s'VIP tessional Engin r it�f M the Stale of >ulnnesota,' 1n - i DATE pro. :.A waw ' " '. parnn�u.r. tl;.d " "`►s.ton �vrAss sig f�>611� `Lss. •-.�® `•: � vac � vl M•� NUfek oonrrocton� int � orny open gaem•/•n aur...,, one r far an rnen+ouot buedbq cempon•nr ro be :+ Ymaaa as IOotled irlmeotly. AppAeomay of deHnn portlmeters and laop•t Inoapo�o/bn W eempon•nl b refOonswuly of twAdinp tletlpnef •nal tons o.,ratl: erieaip tnoa+n r ra tot•rot tvppal of tnaivauoi web a,•e�er. Darya Atlettenol bmpotory Orotln� to s1�tt0 rfobiD>,r tlYlUq centlnrcrgn Ip tA0 r•IpontibBry d nl• •tecta. AtlelTbnel pmmtln•nt Wadnp aJ m. Lverotl sblrc(W t me responsiblmy o1 In• uuiwurp de;gner, Fot Aenero� pvidance noerdno bbmee/10r{ auaary eemat orwop•. a•dvery, er•etbn Byrd brocha. eomua osr•sa tauatpy soiwertl, osa.ao 6roeU+a sn.emconen and Nla•Ot A A'tTo l �OkalafuiurparderooU+oO«.rornm•n0arbnavaseeiwtre,nLuerau,r.M.rmn�+wah•n...,.�,..,........-..._ ...,..,.. In —O" IONS xw OPTIONAL 2'-0"x6'-0' PERSONNEL DOOR ix4 LET—IH BRACING SIDE AND REAR CORNERS GRADE CONCRETE STOOP 2eO RIDGE ^ 2X6 RAFTERS @ 16" O.G. 2x4 GABLE STUDS @ 16" D.G. �'— ix6 RAKE BOARD REFER TO DETAIL :�)Ie6 FASCIA FA Ix2 FRIEZE BOARD OPTIONAL WINDOW 194 LET—IN BRACING @ SIDE AND REAR CORNER `' GRADE 1/4" DTH OPT IOtis OVAL WINDOW i R I WT s I Dr f RAMI % rLrVAT I OM SCALE: 114' = 1'-0" 22'-0' DCCP ALL WIDTH OPTIONS 4/12 R00!' PITCH WITH OPTIONAL PtRWMMtL DOOR 4/2 - 60 2o c z 09111a /110, 9'—T.S/4" 9'-7.1/2"1 I 12 -J4 3'-7.1/2" 11 r im swe PRAMINa EUVATION SCALE: 1/4" 2x4 GABLE STUDS @ 16." O. C. 16".O.G. 2-2x6 HEADER BEGIN STUD SPACING @ 16" O.G. FROM TH 15 CORNER _22'-O' DrrP # ALL WIDTH OPTIONS 4112 ROOT PITCH WITH OPTIONAL WINDOW �5au7otl? i apart, Moping the eo the plates. the top, 1 at the bot - ler with 16d nails. ludsill and the plate 3 shown in Details iuous board; long st occur at the cen- time to install a sec - any joints in the top ;tand it up. The rest ; are in place. nto the anchor bolts. 2c4s to the sides of the center), to act dumb (to make it ie ends of the brac- (but don't tighten ,ND TOP PLATE THE TOP PLATE OF THE OTHER WALL) -ATE OR PLATE s@18'O.C. I BRACING tCH STUD WITH 2 -10D NAILS) rUDS &4' DEEP N BRACE—SIZE TO FIT SNUG Attached Garage option If you have lap siding, carefully remove it to expose the sheathing where the garage walls will attach to the house wall. Frame the three walls of the garage as described above; you Will probably need to use longer studs so the height of the garage eaves Will match the eaves of the house (you will need to make this adjustment to the materials list). The end studs of the garage walls must be attached firmly to the house. (See Detail "V".) If possible, nail through the sheathing into an existing stud; otherwise, remove the house sheathing and install four separate pieces of 2x6 blocking horizontally between existing wall studs (one each at the top and bottom, the other two spaced evenly). Replace the sheathing and nail into the blocking. In either case, use eight 16d nails to attach each garage end stud. If your garage attaches to the eave side of your house, lower that portion of the garage wall which is under the house overhang. Remove any gutters from the eave of the house during construction; replacing them as necessary after the garage is finished. If your house has lap siding, install the 2x2 inside corner at the intersection of the garage and house walls, and butt the siding into it, caulking the joints. If your house has plywood or other sheet siding, butt the garage siding into the house siding, and cover the Intersection With two pieces of 1 x4 trim (or whatever style of trim is used on the rest of the house). keA --EXISTING STUD X 4 STUD CORNER POST I I ILL (PRESSURE TREATED) , ANCHOR BOLTS 12' OF THE CORNER NEW BLOCKING 1 OR 2 LAYERS (OR PER CODE) OF 518" TYPE 'r FIRE RESISTIVE GYPSUM WALLBOARD AT COMMON WALL DOUBLE 2 X 4 STUD AT CORNER \2`X 2 INSIDE CORNER TRIM NEW SIDING SHEATHING EXISTING SIDING EXISTING SHEATHING STARTER STRIP (FOR LAP SIDING) DETAIL V - GARAGE WALL TO HOUSE DETI RAF TAIL C FRAMING THE ROOF WALL CONNECTION The roof system is made up of several components: rafters (they bear the weight o the roof and transfer it to the walls), the ridge (it provides a nailing surface for the rafters and helps be them together), wall ties (they keep the walls from spreading apart), collar ties (they tie the rafters together and helps keep the structure rigid) and sheathing (it ties all the rafters together and provides a surface for nailing the shingles). Trusses, which may be used instead of rafters, incorporate all these components (except the sheathing), Rafters vs. Trusses Trusses can be used in place of or in combination with the rafter assemblies in some roofs. Trusses are manufactured off site to your garage specifications. When they can be used, they have several advantages over "stick -frame" or hand built rafters: they're strong, relatively fast and easy to erect, can span larger areas without interior support walls, and fewer trusses may be required because they can be installed at 24 inches on center. Rafters, on the other hand, require a high level of skill. Calculating the exact length and angles for the cuts and fitting all the pieces together, is far more difficult than nailing together stud walls. Both rafters and trusses must be made to exact dimensions of your garage. While rafters are constructed at the site (where exact dimensions are readily available), trusses are built by the manufacturer from measurements taken after the foundation is poured. Delivery time varies but it can take several weeks. In many cases, rafters are less expensive than trusses. However, to make a fair price comparison that takes into consideration the various advantages and disadvantages of each, consult with your lumberyard. E X ►S ti nj� Go-ra e Door 1Je+&i L 18SO - 75'x' Pue- IJ. E. fridle r zo' rr— oo- b") 2=0 j 2=0 2'-0 2=0 I —ZAmahor Bolts V o.c 61*1 -Fro vin 10; n f �eosf foot►h5s, T btdc K P i+h h a- I f b l qac yC Cca pgo to 5ern e mT--�! mor o ehin TO EXrsfiw 5araoe To Wa.LL $„bLocl� be -Formed to vna}dh C-xlst"rg Cap bloc K, F � Motes drilled lyl o foot' gsi Ye -170,v- lin 1u- �a4s I In Holes,o-h<I tied To reToQr runni�9 Q / � I h -Forw►ed cap hloc - TOZ40M foapn slit S�C� S i ��laf and 2W`64,4 on /6"C'��f�'�'s� To form Wa'Z' qq 7 j /j THIS 108 COPY SHALL BE __.-__LS A ..N --.E ,Curb. -Line AVAILABLE-ON..THE.JOB_ _ --- --- -- SITE FOR THE FRAMING r AND FINAL INSPECTIONS ?QNEERED TRUSS DESIGNS .I~WLAYOUTS SHALL BE MADE WAkAt7LE ON THE JOB SITE 94•, �1!' THE rnAMING INSPECTION ' • nlorTh LoT Li � E --- - �_ _ LtFfItIAL REVIEpItORIZATION REOUIREO PRIOR 1oNSES, MODIFICATIONS of ALIERA I I tri Je-L'oaJ I f�1i!{6 SNALL AL I — MtG ��c %'► �� 37 i,Sifso��'C%�F��CS /Z/ f'h I ^ POU I of I WIP- -OF u, E 0" `��2 . ventilation IS Q l e� �i rizental projection dTroode aro — 1/2 to E yn / / IT �ts 1/2 o be in rooPJMo e 4ox Z4 = T- .10 � z4 `j� Z2! Garage 20x _ Ip 440wr IT _ - 13D I wooden dick( ` 6Tora e 1, x 14' 196v 14' I p¢ Shed To- b �— ro'-- I I I 0q7g I I I I t CITY OF FRIDLEY BUILDING INSPECTION 6431 University Ave NE Fridley, MN 55432 763-572-3604 FAX 763-571-1287 RATE SCHEDULE Residential Furnace Shell and Duct Work, Burner & also Replacement Furnace Gas Piping (New Furnace, Fireplace, Insert) Fireplace insert Gas Range Gas Dryer *Air Conditioning - All Sizes Effective 4/1/2004 APPLICATION FOR POWER PLANTS AND HEATING, COOLING, VENTILATION REFRIGERATION AND AIR CONDITIONING SYSTEMS/SAND DEVICES JOB ADDRESS Fee Total (1Wr1P.r dam` R $35.00 $ Building Used As ,. - /4 t $10.00 $ $15.00 $ $10.00 $ ESTIMATED COS ^�� a PERMIT NO DESCRIPTION OF FURNACE AND BURNER $10.00 $ # of Heating Units Circle One (Steam) (Hot Water) (Warm Air) Trade Name Size No. $25.00 $ BTU HP EDR Fuel Total Connected Load All Other Repairs or Alterations (Liston Back) 1% of Value of Appliance or Work iT wn�4_'O%Y $ X ` w Minimum Fee $15.00 for Residential or 5% of cost of (_c;22?.eq Improvement whichever is greater on work less than $500.00 Commercial/Industrial/Institutional 1.25% of Value of Appliance or Work (List on Back) Minimum Fee $35.00 for Commercial/Industrial/Institutional Burner Trade Name BTU HP Size No.- 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 $ and rulings of the Building Division, and hereby declares that all the facts and representations stated in this application are true and correct State Surcharge $ 0.50 (if permit fee is over $1,000 multiply by .0005) TOTAL FEE $ *Air Conditioners can not be placed in side yard without written approval from adjoining property owner - copy to City HEATING FAX # Date FILL OUT BACK SIDE FOR STACK VERIFICATION ON REPLACEMENT FURNACE Approved bZ Rough -in Date Final Date FILL IN COMPLETELY FOR REPLACEMENT FUEL BURNING APPLIANCE PERMITS COMMON VENT, VENT CONNECTOR AND COMBUSTION AIR VERIFICATION When replacina an existing furnace, the undersigned hereby verifies that the venting has been examined and is free from rust, deterioration, obstructions, and is securely supported and firestopped where required. Yes () No( ) The venting system is plastic/PVC and meets all current codes and manufacturer specifications including sizing, length, number of elbows and termination. Yes ( ) No( ) The undersigned also verifies that the replacement unit is a listed assembly and meets the current codes and manufacturer's specifications. This does include AGA-GAMA Category I Central Furnace Venting Tables for fan assisted and natural draft appliances. Yes ( ) No( ) The existing combustion air is sized and installed to meet the current codes and manufacturer's specifications. Yes () No( ) When required to install a new combustion air, it will be sized and installed to meet the current codes and manufacturer's specifications. Yes () No ( ) When installing a new venting 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 Type and Size/Common Vent and Vent Connector Information 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 Height ft Length ft Diameter in Type ALTERATIONS: (Describe) HEATING CO: Signed By: Date :