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Plans - 2473 Black Lake Road - 5/28/2021�A Poor Quality Document Disclaimer The original or copy of a document or page of a document presented at the time of digital scanning contained within this digital file may be of substandard quality for viewing, printing or faxing needs. Ot l2 I I I Jl L—� A -WALL eLeVAt10Q CITY OF ORONO SPRli"it'%G� BUILDING PE IT LAN REVIEW INWECTOR DATE S-Z1-oS PG�A11TN0. C DVEr" ! T H CO7f,ECTiO?yS AS NOTED C -^ -_D_. ��' " C J: ti ;ir.iT u I�I: SL;S ii1T �1$..- ......�.Ef1�3 a is in( your ini.^:nay: ��� 1•i . in Ij .. •W• '�cFk $ha t8 done e i:ds:Y "nd zon;. coda. Req;:.•.,,..:::'ii�Cr,di�.:�i:e�^tsrrii'Su.,:i��� ^3 NEEP THIS PLAN SET ON 81TE AT ALL IrT t. review. Exl5rlu6 f5MM50 05ULAM 6LA5-5 Uulf6 W/9CIZ590 rEMnegO 10LILAM 6LA59 WIT6 W/6CMU5 IL I I rEMPEC90 10ULAM 6LA66 rEMPECEO 10LILAM 6LA55 KM99WALL KM99WALL IJEW DECK I 12, I I Jl C-WALL EI.EVAT10Q THIS DRAWING IS THE PROPERTY OF PATIO ENCLOSURES, INC. ALL RIGHTS RESERVED. DUPLICATION OF THIS DRAWING IN ANY FORM IS NOT PERMITTED WITHOUT THE EXPRESSED WRITTEN CONSENT OF PATIO ENCLOSURES, INC. DRAWN 0.5. CPEN(C]S, INC. ® 2123 OLD HIGHWAY 8 NEW BRIGHTON, MN. 55112 (e12) 631-1 100 A. M. 9=5 2413 BLACK LAKE CO. 6RIu6 PACK, Mu. DATE 4/20/05 SCALE 1/4"ol-44 roe No. 56041 Exlsrlu6 EXI6fIW6 EX16f W6 5" F- '71WEW OECK EXIStIAJG EXI'Stlu6 Z9' �— I Jl )l Jl L _ , L — , L — B—WALL ELEVAf 10Q WotE5 I. COWOUVIEW 200M - WHItE IQ COL02 2. IJO NEAt, ELECt21C 02 PLUM9IW6 BY P.E.I. 3. GUttE29 t0 6QAOE EXIStIW6 WOrCH IW FACIA E 6OFFIr F02 P.E.I. 200E 6° ALUM. UAO FOAM 200E tEMPEQEO 10LILAtEO GLASS UWlf6 W/6C2EE0 1 i I Jl L _ � DRAWN THIS DRAWING IS THE PROPERTY OF PATIO 0.5. CPE!� A. M. BOeWE ENCLOSURES, INC. ALL RIGHTS RESERVED. DATE 24'13 BLACK LAKE W.DUPLICATION OF THIS DRAWING IN ANY FORM IS 4/20/05 SPQIWG P2K, MW. NOT PERMITTED WITHOUT THE EXPRESSED SCALE 2123 OLD HIGHWAY 8 WRITTEN CONSENT OF PATIO ENCLOSURES, INC. I/4",I'-0" NEW BRIGHTON, MN. 55112 rBo. (612) 631-1 100 36041 m 21.2005 9:58AM 0 330-467-4297 W5 PLAQ LAKE A.M. BOQUE 9419 BLACK LAB QD. SPQIAI6 FW MU. 55M4 AO. 3038---P. 2- -- E x 1 6 r I Id 6 P20POhE0 IZ' AOOItIOIJ L 29' L SCALE 1/4":oI'—O" DRAWN THIS DRAWING IS THE PROPERTY OF PATIO 0.6.J:PE A. M. B02�IE ENCLOSURES, INC. ALL RIGHTS RESERVED. DATE NC�LO UORES, INC. Z413 BLACK LAKE CO. DUPLICATION OF THIS DRAWING IN ANY FORM IS 4/ZO/05 ® 5P211J6 PA&, MAI. NOT PERMITTED WITHOUT THE EXPRESSED SCALE WRITTEN CONSENT OF PATIO ENCLOSURES, INC. 1/4",1'-0" 2123 OLD HIGHWAY 8 NEW BRIGHTON, MN. 55112 o. 2) 631-1 100 re(e1 56041 RIO J0151r5 a 16" O.0 W/6ALV. J015t HAW66E e-38 BAft IAJSULAtIOQ 3/8 CEOAe PLY. BOffOM 3/4" PLYW000 (Z) ZXIO BOX NEAOEe 6X6 6UPPOet PO5t APPe0VE0 PO5t AIJCNOe IZ' II ' 4Z" DEEP X It W10E FLAM t0 a ZO" COLIC. FOOtIUG a P05T AtJLN02 OETAII. SCALE: I/Z"=1'-O" E X 6f59L J015t NAW6Ee5 cernit a &&A& _ ivovei P.T. ZXIO LEOGEe 90ACO FASMIEO t0 HOU6E WALL W/MIU. (Z) 3/8" 01A. X 3 I/Z" L6. 6ALVAM17-90 LA66 W/WA51,1E25 ® 16" O.L. (SNIELO6 IF MA50MEY) ACe055 L90 N OF 1.E06Ee. PEOV10E MIU. 11/Z" EMBEOMEIJt uirn 4)( rni6 F2AMIIJ6 Oe MA50WeY ZXIO J015t5 a 16" O.G. Z - ZX 10'5 a PEQM . 1-3 -- -3' - — -3 14FOOTIQG - 4Z" DEEP X It W109 FLA2E0 Zq, t0 ZO" W/P.t. 6X6 P05t5 t0 FOOtIIJG COVEe FLOOE W/3/4" t. 4 G. MA-M PLYW000 RAU gf6 - ffftAL _ 09U PLAQ SCALE 1/4"aI'-O" IJOtE: ALL LUMBEe t0 BE DECAY eE515fAV Municipality: Spring Park Project: addition Permit #: 13 "[>'J"- Date Issued: S A —1 3 Office Use Only Plan Review Comment Sheet E:19"Weyff Applicant: Anne Marie Borne/Mattson Schuster Valuation: $50,000.00 Address: 2473 Black Lake Pvd Inspector Issued: lall? Number of Days: Date & Comments O�yry 4/30/13 Received application and plans wm 5z-13 P �Q 4Z A 14le -/0 btj S-1.31- &C-e&j C"J aZ 11 Municipality plans at MNSPECT IVIUNICIPAL.ITY FILE COPY NO OCCUPANCY OR USE ALLOWED UNTIL FINAL INSPECTION AND APPROVAL CALL BUILDING INSPECTOR 952-442-7520 OR A FEE MAY BE CHARGED EVERY PERSON PERFORMING WORK FOR WHICH THE CODE IS APPLICABLE SHALL COMPLY WITH THE CODE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CALL GOPHER STATE ONE CALL 651-454-0002, OR 811 BEFORE BEGINNING EXCAVATION REVIEWED SUBJECT TO COMPLIANCE WITH CODES AND FIELD INSPECTION DURING CONSTRU ON BY - "' DATE <� • PROPERTY LINES MUST BE STAKED IN ORDER TO VERIFY SETBACKS TO LOT LINES - IF NOT STAKED MUST PROVIDE SURVEY. CONTROL EROSION OF BARE SOIL AREAS SO THAT SILTATION DOES NOT OCCUR INTO STREET OR NEIGHBORING PROPERTIES UNTIL LANDSCAPING AND TURF ESTABLISHMENT ARE COMPLETE. FOR ALL INSPECTIONS CALL (952) 442-7520 24 HOURS IN ADVANCE AND GIVE PERMIT NUMBER 3-0q �i ' - INb45Y�eY �plIfYALc ' ^ FlCU55L5-714'ecgINSTA0. Y AW - - , 4EY p4ANUF,SYE[S AND-tE/ffAILS - .-44Nmv_ CWALWItU r - lz Mw.BAFFLEi S uve" - vlr u Ih"A a10 YAM10,-7k'oL. WlTII� '1 FOAM IWAK. IN VOVS IYi' RIGiD,IWA)L.T0 80TTOM L $EpY4DM 1 .' $EDYOOM Z . 10.0• 8'-O IAUL PEY Z09MLT - :� . NOUSEWYPP - ,'go �/14�05$ WALL SNEATNI / 'D 2.[oSTUDS, I("0/. v 'Q 3•.1�i+x 14'wL even ��MMtwc, _� a FOrE� � 4ARAL�tooz{CLEAL/AN) FOVEK -7, - 40 FIAOZ IIKUL. ✓ - - �xKTl�i �ARAUE . O - GA.W-11 K"fI1W BLoa WALL S so IIW 9JLID TOUO IWUL L^lKTIN6 AD�ITIOUPEY-Fl�f-1 L�.� �Ro551 SEL'f10N L�Ld515 S�LTIOt� . . X.ALE V4'•l'O' LALE V4'=I•e- I'' �owz�'�sroEw� vc-�wu#r�oz�,zao SuE�T I�1 plate. The studs at each end of the panel shall have a tie -down device fastened to the foundation with an uplift capacity of not less than 4,200 pounds (18 683 N). Where a panel is located on one side of the open- ing, the header shall extend between the inside face of the first full-length stud of the panel and the bear- ing studs at the other end of the opening. A strap with an uplift capacity of not less than 1000 pounds (4448 N) shall fasten the header 'to the bearing studs. The bearing studs shall also have a tie -down device fastened to the foundation with an uplift capacity of not less than 1000 pounds (4448 N). The tie -down devices shall be an embedded - strap type, installed in accordance with the manu- facturer's recommendations. The panels shall be supported directly on a foundation which is con- tinuous across the entire length of the braced wall WALL CONSTRUCTION line. The foundation shall be reinforced with not less than one No. 4 bar top and bottom. Where the continuous foundation is required to have a depth greater than 12 inches (305 mm), a minimum 12-inch-by-12-inch (305 mm by 305 mm) continuous footing or turned down slab edge is permitted at door openings in the braced wall line. This continuous footing or turned down slab edge shall be reinforced with not less than one No. 4 bar top and bottom. This reinforcement shall be lapped not less than 15 inches (381 mm) with the reinforcement required in the continuous founda- tion located directly under the braced wall line. 2. In the first story of two-story buildings, each wall panel shall be braced in accordance with Item 1 above, except that each panel shall have a length of not less than 24 inches (610 mm). EXTENT OF HEADER .. DOUBLE PORTAL FRAME (TWO BRACED WALL PANELS) EXTENT OF HEADER SINGLE PORTAL FRAME (ONE BRACED WALL PANEL) !MIN. 3" X 11.25" NET HEADER 6' TO 18, FASTEN TOP PLATE TO HEADER WITH TWO TYPICAL PORTAL ROWS OF 16D SINKER NAILS AT 3" O.C. TYP. 1000 LB ; ' FRAME STRAP CONSTRUCTION 1000 LB STRAP OPPOSITE SHEATHING FOR A PANEL SPLICE FASTEN SHEATHING TO HEADER WITH 8D COMMON OR (IF NEEDED), PANEL GALVANIZED BOX NAILS IN 8"GRID PATTERN AS SHOWN AND EDGES SHALL BE MAX. BLOCKED, AND OCCUR HEIGHT 3" O.C. IN ALL FRAMING (STUDS, BLOCKING, AND SILLS) TYP. WITHIN 24" OF MID - HEIGHT. ONE ROW OF •....�.._ MIN. WIDTH =16" FOR ONE STORY STRUCTURES TYP, SHEATHING -TO - MIN. WIDTH = 24• FOR USE IN THE FIRST OF TWO FRAMING NAILING IS STORY STRUCTURES REQUIRED. MIN. 2x4 FRAMING IF 2X4 BLOCKING IS MN' USED, THE 2X4'S MUST 3/8" MIN. THICKNESS WOOD DOUBLE BE NAILED TOGETHER STRUCTURAL PANEL SHEATHING 2X4 POST WITH 316D SINKERS MIN. 4200 LB TIE -DOWN DEVICE (EMBEDDED INTO CONCRETE AND NAILED INTO FRAMING) MIN. 1000 LB TIE DOWN • ` '�' SEE SECTION R602.10.6.2 DEVICE For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound = 0.454 kg. FIGURE R602.10.6.2 - ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING 2007 MINNESOTA STATE RESIDENTIAL CODE 151 License lookup M1NttE80TA oErAlirMENT of LABOR & INDUSTRY License/Certificate/Registration Detail Class Type: RESIDENTIAL BLDG CONTRACTOR Application No: 308235 Expire Date: 3/31/2014 Orig Date: Enforcement Action: 2/21/2013 f�Le Name: MATTSON SCHUSTER LLC Address: 13878 54TH AVE N APT 1 PLYMOUTH , MN 55446 Phone: 612-751-0488 Fax: Business Relationship Requirements Name: MATTSON, ROBERT L Status: ISSUED Expire Date: 3/31/2014 Orig Date: 1/3/1992 Another Lookup? Number: BC663101 Status: ISSUED Effect 2/21/2013 Date: Print 2/25/2013 Date: Other: Lic/Reg No Application No: Effect Date QB116409 252550 7/11/2012 https:Hsecure.doli.state.nm.us/lookup/licensing.aspx 4/30/2013 , 0 m vu Vtc-- OWAISIo 1v (f C, Pe 66.310 1 V414o,) 61,--)- M Ai It BAST �L��lAT1btJ 141- tics, 9:%"eA:%wf I P, ff Icto. - M51 d &dtm am d hJai* I r;t;� 0r0**Fffk' W514144 Fs 70. 42-4, "79 424.TFo.z%Kdd5,OO2ffeAz 5g5�&iw dum Offw 70. 424.�16 76.44.15 T 6 N. Pik f.clo. P�%Z b(Y m W4 q�L &-o 13 ` �� VESI Wit-mo OM 740 6geET 2 i r7 1>4 EV Ir, �{r �V4 GCS°V DETECTOR t„E 09 LEY• Pf�Oh1AL -C' W t1179I MM"Arn 0�% 49s -��I�TINC� F©Ut�tDA•T1��I �J 5i `TYPE-XGypsUplBOARD �^ N UNDERSIDE 0w 20 MI; vJ 6 E 'O CO7"E- DOOR �c(o wA'a-OUT W,AI W/ # �.��. (� �8 t�,� ►� Oda / C.l�e. SAS CZgc.Si. 44 BR ACED WALL LINES, LESS THAN 4' IN WIDTH, WHALL NIEETAN ALTERNATE BRACED WALL METHOD L6wf.z LE\4f.L"FLooxFLxw SCALIE V-ul CAULKING AND FLASHING pcmZ flmoler most ex-ftnJ pas-- Avvt ALL SILL PLATES MUST INSULATE RIM BE OF REDWOOD -CEDAR , JOIST AREA OR TREATED LUMBER. VAPOR RETARDER REQUIRED BETWEEN CONCRETE-FLOOR/SLAB AND SUBGRADE- GARAGES EXCLUDED in—sulate Foundation PROVIDE CAP BLOCK, FULL WIDTH SILL PLATE OR FILL TOP COURSE SOLID.1/2" ANCHOR BOLTS REQUIRED MIN. 7" EMBEDDED IN MASONRY. MIN. 6' 0/C AND 2 PER PIECE, SMOKE DETECTORS REQUIRED ON EACH FROST FOOTING AT ALL EXTERIOR OPENINGS 42" DEEP (MINIMUM STORY AND IN BASEMENT, LOCATED IN EACH SLEEPING ROOM AND AT A POINT CBNTRALLI t4 LOCATED IN THE AREA ACCESSING PROVIDE 6° WOOD/ r EACH SLEEPING ROOM AND SHALL BE INTERCONNECTED. EARTH SEPARATION L a' Y JPIZ ���� �il�iJG� �L51(r1a�Tco2o1Z3� '�NE�'f �50�� Q :Q Provide 22" x 30" Attic Access CWbcn oxide Detectors aM required within 10 feet Of each room lawfully used for sleeping pins SMOKE DETECTORS REQUIRED ON EACH STORY AND IN BASEMENT, LOCATED IN EACH O SLEEPING ROOM AND AT A POD CENTRAIL L;I X LOCATED IN T THE AREA ACCESSING EACH -SLEEPING ROOM AND SHALL BE INTERCONNECTED. BASEMENTS AND EVERY SLEEPING ROCZJ SHALL HAVE ONE EMERGENCY ESCAPE WINDOW OR DOOR WITH A SILL HEIGHT OF PLOT MORE THAN 44" ABOVE FLOOR AND SHALL BE NOT LESS TF�M 5.7 SQ. FT. OF OPENABLE AREA. NET CLEAR OP LE WDTH OF ZrAND OF 24" VJ . CAULKING AND FLASHING AT ALL EXTERIOR OPENINGS 4 -- �1-TWOR STAIRWAYS SHALL B13 PROVIDED VRTH AN ARTIFICIAL LIGHT SOURS Ii, TIM IN DIATE VIC Y OF= LANDING OF THE STAIRWAY STAIRS: MAXIMUM RISE 7-3/4", NNNIMUM RUN 10". HANDRAIL REQUIRED 1 Z= =UVAJiUr ON SHALL NUf GUARD RAILING BELESS THI-IN'02LMOI��'I°ILAN2-5/8" .. AM WUST HE IICOS � I. HEIGHT ' K AX, SPACING m U.\&L- EVERY STAIRWAY SHALL HAVE A HEADROOM CLEARANCE OF NOT LESS THAN 6 FEET 8 INCHES. CO = Carbon Monoxide Detector/Alarm 4 RISERS OR MORE IN RESIDENTIAL STAIRS REQUIRES A HANDRAIL. HANDRAILS SHALL BE PLACED 34 INCHES MINIMU[�4 OR 38 INCHES F = Exhaust Fan MAXIMUM HEIGHT ABOVE TI .C_ NOSING OF THE � THEADS AND SHALL DE GG)N T INUOUS THE FULL SD = Smoke Detector/Alarm LENGTH OF THE STAIRS WITH EACH END c�1 RETURNED TO THE i&-,ALL j Jra, a-J-loe desiop 9%0I Brad Fark, MN y!444 Office 10, 424. 5676 fax 70. 424; �079 "Icaum to excd lerice 19e5igned by, L-767�5. lo.to-12 1� a N f.c.a. M50 Alah I Z NOT -TN tLEvA,-Tloq V' N A= a \Y;PdT-Mf.' 1 S-9 L6wm L-EvEL Roux FLAN