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Correspondence - 2494 Black Lake Road - 5/28/2021Larson Associates, Inc. Architects and Engineers 2381 Eaken Avenue N.E. Buffalo, Minnesota 55313 Tel. (763) 682-9530_ Iarsoa.iedCa�nail.eom lilU NICIPALITY FILE COPY June 6, 2017 Ms. Krisly Raasch Alexander Design Group, Inc. 401 East Lake Street Wayzata, MN 55391 Re: Paul Engle Residence 2494 Black Lake Road Spring Park, Minnesota Dear Kristy: The purpose of this letter is to verify that I performed the structural engineering design for the above referenced project. I calculated the loads, stresses and reactions for the structural members and sized the beams, headers, columns, footings and foundation walls. I also reviewed the lateral wind load requirements for connections and bracing. The information was forwarded to your office and was incorporated into the construction documents. I certify that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. Sincerely: J K. P.E. aural Engineer Minnesota. Reg. No. 15847 2170311tl jkl 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. General Structural Wall Bracing Notes 1. All exterior walls are to be constructed in accordance with the requirements of IRC 602.10.3 — Method 3 as follows: 2x6 studs spaced at 16" o.c. with 7/16" sheathing panels attached to framing with 8d nails spaced at 6" o.c. (or as noted on the plans) along all panel edges and 12" o.c at the intermediate studs. Alternate fasteners may be 16 ga. x 1 t/2" staples spaced at 4" o.c. along all panel edges and 8" o.c. at the intermediate studs. 2. All interior walls are to be constructed in accordance with the requirements of IRC 602.10.3 — Method 5 as follows: 2x4 or 2x6 studs spaced at 16" o.c. with11/2" minimum gypsum board sheathing panels at both sides of the wall attached to framing with 5d cooler or wallboard nails at 7" o.c. along all panel edges ( or S/W wallboard screws) 3. All floors are to be constructed as follows: Floor trusses or joists spaced at 19.2" or 24" o.c. (maximum) with 3/4" OSB or plywood sheathing attached with 8d nails spaced at 6" o.c. along all panel edges and 12" o.c at the intermediate framing members. 4. All roofs are to be constructed as follows: Roof trusses, joists or rafters spaced at 24" o.c. (maximum) with 7/16" OSB or plywood sheathing attached with 8d nails spaced at 6" o.c. along all panel edges and 12" o.c at the intermediate framing members. I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under a ws of the State of Minnesota. Jared K. Larson Date:yGl S I L Reg. No. 15847 Plan Keynotes OExterior walls with 2x6 studs spaced at 16" o.c. with 7/16" sheathing panels attached to framing with 8d nails spaced at 6" o.c. along all panel edges and 12" o.c at the intermediate studs. Alternate fasteners may be 16 ga. x 1 t/2" staples spaced at 4" o.c. along all panel edges and 8" o.c. at the intermediate studs. �2 Interior wall: 2x4 or 2x6 studs spaced at 16" o.c. with t/2" minimum gypsum board sheathing panels at both sides of the wall attached to framing with 5d cooler or wallboard nails or S/W wallboard screws at 7" o.c. along all panel edges. 3U Floor trusses or joists spaced at 19.2" or 24" o.c. (maximum) with 3/4" OSB or plywood sheathing attached with 8d nails spaced at 6" o.c. along all panel edges and 12" o.c at the intermediate framing members. 4� Exterior walls with 2x6 studs spaced at 16" o.c. with 7/16" sheathing panels attached to framing with 8d nails spaced at 4" o.c. along all panel edges and 12" o.c at the intermediate studs. Alternate fasteners may be 16 ga. x 1 t/2" staples spaced at 3" o.c. along all panel edges and 8" o.c. at the intermediate studs. S� Roof trusses, joists or rafters spaced at 24" o.c. (maximum) with 7/16" OSB or plywood sheathing attached with 8d nails spaced at 6" o.c. along all panel edges and 12" o.c at the intermediate framing members. Alternate fasteners may be 16 ga. x 1 t/2" staples spaced at 4" o.c. along all panel edges and 8" o.c. at the intermediate studs. JTie studs to concrete foundation with Simpson HTT5 or Simpson STHD10 holdown anchors. Attach the anchors to the concrete per the manufacturer's recommendations. 7 Install Simpson MSTC40 wall tie strap at each end of the wall segment of portal frame to tie studs to the wall studs below. 8� Install Portal Frame per Minnesota Residential Code Figure R602.10.6.2 (see attached). Tie header to jamb studs with Simpson LSTA18 steel strap tie. I hereby certify that this plan, specification, or report was prepared by me or under my direct s5Wvision and that I am a duly Licensed pro nal Engineer un r th laws of the State of Minnesota. Jared K. Larson Datey G� _ Reg. No. 15847 REVISION A! 3/13/2017 Q• 'TORACE , - ADDED Ov" wT6ElaNG wOOr: / L�� • W)Ot4 TO REAR CF GARACE y�6) MaF"AB9ESi8KE.e'1696i1 TO RO.Y ® • OMAOEi CRLG e1�AK TO T 1 CA9 *ET © • 'LOPE NOTATION ADDED © • GENERAL — - PER REVISION z: 3/27/2017 © HOVE TOILET N LOVER LEVEL /� RFAIaRANf�; LO6ER LEVEL EATYI TO 17y� iNC11DE bMR1ER • RET10A DGY. SHa eR IRON DOC• ROOM _. • a T HooccEl'G 1'Mo" we 5w" o'.GEe DT REVISION U; 5/11/2017 I © ftx MCN PER TRADES. ® . RLLT OROP LVL HEADER E RAlY / T IO ACP ill iMJS p4TTNG DEN'! I i 0 YK+OItl WRtT� ® NOTE T PT C6{ASE CLEA%MU Am r L TO KAT-N.OLO © • 1EVOW PORCH MAN OVAL COPTQ*WT 70M, ALEXANDER DESIGN GROF•, 6`C NAN ••1 ••, L"2. �Yf•.n WTro, 1•ARNLNTl15•.= UTTER R T AL F �yyV COVERED PORCH - M. nAlonN NTERGRT woaY CODES GARAdE - M. tW6-ESb NOTED OT66Pwa; La" WN • 774. hm • ALL S'OOH , OOOIt 6aE,4D WTI, TO OE YT AT'-•R' AT LeR LEVEL "M NOTED OT1ER7.@E MET EXTERIOR S11D6 I-VE• TO 1. Cl7 . FATE 6 PWNDATI W tl4ERE EXT. RQ. Nbl. IS AF• OED, EXME . 16 jer NOTED I hereby certify that this plan, specification, or report was prepared by me or uil�� •hat 1 am a duly Licensed Prof TonState of Minnesota. I Jared K. Larson Daq_ j 1 Reg. No. 15847 11 REVISION,&:3/13/2017 G STORAGE MIMES ADGFD OVEAR GATIERNRDO1 QUNppt6 TO QEAR C6 GAR.Yf ®PR�ACCD YSC�Fl.7 . RENSgrS TO ROl QAPAS119R OF C.LG BREAK TO ACCOT'FIDDATE PIQ•R 1 CAIdET ©. 6LOPE NOTATTON ADDED Q• CM CAMW CKAH3e6 RR RFVTSTON L: 5/11/2017 © . �E MC. PER TRADE6 ® P1 LT DROP LVL NEAOER IRQ►T�TOV6E�6GE'p RS .50 1FY"Q. AJ�K Q. r6R'&E711ERiHE TT:Y. its IJ GARAG¢. WAV'F'0" . CDR`^•. 7 1 A TO ]-T W LVL ®. NOTE V P? C IAX CLEARANOE ®FIEPLACE 6E•Ec TO 1 FAT-NL.O HONIANA 1i' ®. REVID[D P'ORCM DRAM DETAIL COPTJQ6✓ 20r ALFXANDER DESGN GROUP, PC U. i � 3' lI G1 - Sol �� T 1 Gll, 1[I .WA. �� �� A7 r /. v.� TI�1•�1 jRM�t� ■v��-- - mpa s rr��aviatiii7�i�•��_Ml '�%I�I�LIL.i:'J\I[]L•Uti�ti ■In jru-ri-�- �- �_.__.v �. oil IWI Ttr� �I �U-. ROW Ea-�vti—cin-� � Iwo -- • - I V I � MAIN LEVEL FLOOR PLAN V SWARE POOTAa !UK - D93. UPPER - D'S31 PP( OSER . E T lPrta/ A3- COWERED POR:: 1 - Ia. GARAGE • Va. :OCfR JF:r.• 226. "A-11 i1TIMITT r 14M . AL ioccw DOOR N-AD LLlIE rUVLE65 NOTED OTIEi"J�JEI 1GT6 TO CE SET AT VPCO AT M" UPSET EXTMOR ST" 142' TO LEVEL IALES6 NOTED 0M11I!RU6E W CUMIDE FACE OF POUCAICK EXT PW 6L'6 AP'PL Q!D ExCEXCEE EP•r ylEFE NOTED I hereby certify that this plan, specification, or repor by me or under my direct su ision and that 1 am i Prof onal Engin"undleaws of the State of Jare, ll Reg. Ni II REVISION L�: 5/11i2017 II ©. MCw PER TRADES. RA�d ©FL"' Cfb:r LVL N_ADEP RET1OvE f'SDERS . 9Did'I) 7 � 3 APER kftR FULLT FROMT O aEAM NN GARAGE PWY! KM 601C1. 7 1 ) TO 7-1 WC LVL. ® W= I'Pr O.AU CLEARANCE SPEC TO 1EAT-N-4LO ®FAEEPLACE 'Off" K• ® . IQV = PCRd. DRAM 0!TAq. COP�Nr,WT 2011 ALEXAJ%CEP DES614 GICOUP. V-L^. \fFJ WALL w•.F-D• 5QJAlE FOOTAGE IWM - ew. UPPER - 5V. FN LMEW - MPb. OTAL IFNJ - 4341. hCFM a 300. WARE" PORCH 1W GARAGE - 1070. LaAk 1f6-u - 175- MARNV NTEW.rTT wlM CODES (04156 MWED CTNEpII15E) bk;a - ALL 40009 1 DOCR NIAO W'T9 To BE SET AT a'-0- AT UPS LE>•EL ufP59 uDTED CIMFW. r - as HFIu I1 ' 1r 1 ■ l+ •� .■i 4* ale .eI C? erI ? "PI 4r' , 1' :v11 Hr Ilr rlt .ylr`It ybllrt 1)111111111' P0111A► I t4MAP (1W(I 11HAVI,I YdN I I'�,r1Yl t;l r,LtrNI Or W,#Vd It4V1111,jtt{lll1` 1'l)NIN Il4tij, 411111. HNr+l:l 11 W.41.1 PAW I i ` 2' lil rlll ISHE D WIDTH OF OPE NING I'Olt SINGLE OR DOUBLE PORTAL TENSION STRAP PER I I TABLE R002.10.6.4 (ON I I OPPOSITE SIDE OF — SHEATHING) ..1.1IN. 3" X 11-1/4' NET HEADER ': z STfELHEADERPROHIBITED — FASTEN SHEATHINGTO HEADER WITH BD C0I,11.1ON OR GALVANIZED BOX NAILS IN 3"GRID PATTERN AS SHOWN — HEADER TO JACKSTUD STRAP PER TABLE _ R602.10.6.4 ON BOTH SIDES OF OPENING OPPOSITE SIDE OF SHEATHING ;y; ;OP! --- 1.1IN. DOUBLE 2X4 FRAMING COVERED WITH MIN. 318"THICK ' s ell ;ele; WOOD STRUCTURAL PANEL SHEATHING ''1 b oleo �oI■i WITH BD COMMON OR GALVANIZED BOX NAILS AT I O.C. IN ALL 1`11A611NG (STUDS, BLOCKING, AND ', I SILLS)TYP. MIN. LENGTH OF PANEL PER TABLE R602.10.5 MIN. (2)4200 LB STRAP TYPE HOLD-DOWNS (EMBEDDED INTO CONCRETE AND NAJLED INTO FR A14 IN G) = MIN. REINFORCING OF FOUNDATION, ONE 04 BAR TOP AND BOTTOM OF FOOTING, LAP BARS 14" 1 MINII,1 =' Jr a. p u 4 MIN. FOOTING SIZE UNDER OPENING IS 12•'X 12". A TURNED - DOWN SLAB SHALL BE PERMITTED AT DOOR OPENINGS. LAIN. (I) 518- DIAMETER ANCHOR BOLT INSTALLED PER R403.1.6 - WITH 2" X 2" X 3M 6" PLATE WASHER FRONT ELEVATION I inch = 25.4 mm, I foot = 304.8 mm. MINNESOTA RESIDENTIAL CODE IF NEEDED, PANEL SPLICE EDGES SHALL OCCUR OVER AND BE NAILED TO C06161ON BLOCKING WITHIN MIDDLE 24"OF WALL MID HEIGHT, ONE ROW OF 3" G.C. NAILIIIG IS REQUIRED IN EACH PANELEDGE, TYPICAL PORTAL FRAME CONSTRUCTION M114.000BLE 2z4 POST (KING AND JACK STUD). NUMBER OF JACK STUDS PER TABLES R502.F(1)& (2,1. MIN. 1000 LB HOLD-DOWN DEVICE (EMBEDDED INTO CONCRETE AI1D NAILED INTO FRAMING FIGURE R602.10.6.2 METHOD PFH--PORTAL FRAME WITH HOLD-DOWNS SECTION FAS;I H it 11, PL.All I0 IIL•AIII 11 W1111 IWO ROW, Ill 11.11 SINKI 11 Ilhll 3" It C 1'01' MIN :1711 6b1111ll STR111: 11114n1 PAIII I ;I11' A1'111 I111