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ARCHITECT: <br />LONI STRASSMAN <br />m i 3129 44TH AVENUES. <br />r, P t _ ( 4 MTLJ,+� �i <br />., MN 55406 <br />i <br />OFFICE: 612-202-9647 <br />E 5 <br />r* <br />_�--'. `� _.._. �, ,� _ �,� � STRUCTURAL ENGINEER: <br />mm DAVID B. MORRIS, P.A. <br />` 6940 TICONDEROGA TRAIL <br />` EDEN PRAIRIE, MN 55340 <br />OFFICE: 952-934-0351 <br />f MOBILE: 952-451-1484 <br />EMAIL: <br />.0 DAVEMORRISP @ MAIL <br />E G CIM <br />E <br />d , d e /a.d: I HEREBY CERTIFY THAT THIS <br />- <br />�,,�,.,,.. PLAN, SPECIFICATION OR REPORT <br />} ®_.„ a WAS PREPARED BY ME OR UNDER <br />I MY DIRECT SUPERVISION AND <br />s <br />.., <br />w <br />- µ , # V41 fA DOV4 THAT I AMA DULY REGISTERED <br />" € PROFESSIONAL ENGINEER UNDER <br />ai ? THE LAWS OF THE <br />STATE OF MINNESOTA. <br />TA <br />. ._� <br />> €�, <br />{ — _ l / c "[` 1 J4 0 AS NAME: DAVID B. MORRIS, P.E. <br />,. <br />IN, 7Z 11 <br />REGISTRATION NUMBER: 1914$ <br />(7 I—Y, G DATE: FEBRUARY 26, 2018 <br />i <br />ol <br />vl� <br />a <br />eta: <br />L14 <br />... <br />u__ =12 �i i-1, - <br />+ <br />uj <br />cn <br />1 , 'r att+�iG l m <br />�C)W 2 <br />4 A <br />W Z <br />O <br />9 o� RAMr. _ w.._ , J oui <br />f <br />.� -�Y <br />19 Nl- <br />W <br />U. V <br />� H <br />POURED CONCRETE WOOD FRAMING " <br />POURED CONCRETE CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF WOOD FRAMING CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF <br />THE "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" (ACI 318). THE INTERNATIONAL RESIDENTIAL CODE. <br />REINFORCING BARS SHALL BE TIED AND SUPPORTED BY SPACERS AND CHAIRS AS REQUIRED WOOD MEMBERS SHALL HAVE FULL BEARING LENGTH AT SUPPORTS. MEMBERS WITHOUT FULL BEARING <br />TO PREVENT THEIR DISPLACEMENT DURING CONCRETE POURING WORK. SHALL BE SUPPORTED WITH PREFABRICATED METAL HANGERS BY "SIMPSON STRONG-TIE CO:, <br />CONTINUOUS REINFORCING BARS SHALL BE LAP-SPLICED 24 DIAMETERS MINIMUM. OR APPROVED EQUIVALENT. HANGER SELECTION SHALL BE AS SHOWN ON THE DRAWING OR <br />SUBMIT MIX DESIGNS TO THE STRUCTURAL ENGINEER FOR REVIEW A MINIMUM OF 3 DAYS PRIOR TO POUR. AS REQUIRED FOR THE MEMBER SIZE AND SUPPORT CONDITION. <br />PLYWOOD FLOOR AND FLAT ROOF SHEATHING SHALL BE 374" THICK COX, TONGUE AND GROOVE, <br />`PRECAST CONCRETE PLANK GLUED AND NAILED. <br />PLYWOOD ROOF SHEATHING SHALL BE 518" THICK, COX, AMERICAN PLYWOOD ASSOCIATION (APA) <br />MANUFACTURER SHALL BE CERTIFIED BY THE PRESTRESSED CONCRETE INSTITUTE AND COMPLY WITH PANEL RATED 48/24. <br />PCI-MNL-116. DESIGN AND MANUFACTURE SHALL COMPLY WITH ACI-318 AND ACI-ASCE COMMITTEE 423. PLYWOOD WALL SHEATHING SHALL BE 172" THICK, COX, APA PANEL RATED 32/16. <br />IRECAST MEMBERS SHALL BE DESIGNED FOR ALL DEAD LOADS AND INSTALL FLOOR AND ROOF SHEATHING WITH STAGGERED PANEL JOINTS (RANDOM LAYUP). <br />SUPERIMPOSED LIVE LOADS SHOWN ON THE DRAWINGS. ORIENT LONG SIDE OF SHEET PERPENDICULAR TO SUPPORT JOISTS AND RAFTERS. <br />RECAST MEMBERS SHALL BE RATED FOR TWO HOUR FIRE PROTECTION. NAIL SHEATHING WITH 8 PENNY NAILS AT 6" O.C. AT PANEL EDGES AND AT 12" O.C. AT PANEL INTERIOR. <br />UBMIT COMPLETE SHOP DRAWINGS TO THE STRUCTURAL ENGINEER SCREWS MAY BE SUBSTITUTED FOR NAILS. <br />FOR REVIEW AND APPROVAL, INCLUDING ERECTION PLAN, SECTIONS AND DETAILS. ALL UNSPECIFIED NAILING SHALL BE ACCORDING TO IRC TABLE R602.3(1). <br />