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—_, / <br /> (N r�� C�-o �,�S � <br /> NEW HEADER: 3-LVL A �� 3°�� <br /> 4'MIN BR6 EA END. O���O� � �� i..;,, <br /> EXISTING FLOOR GROUT 3 GR5 BELOW 1 �) S� _ _ <br /> FRAMING <br /> BR6 MIN. �T ;��?` <br /> ' <br /> � 3-I 3/4'X 11 l/B'LVL � PfO�BLC NOLP.S <br /> ExGavate 5011 I�Nindou tiell to 6"below the r+indoN sill elevotion. <br /> I � Burt�4"of rlC�id insulotlon withln area aF wlndow well to enllAnGe Frost protectlon <br /> � � i I �. __� af the existhg Footings beloN. <br /> � � I �� I Re-grade rnd landscape areas surramding the building Foundation o[cjrade level <br /> i � � � ' to eru.ovroge Nater rvnoFF to travel away From the bullding Fo�mdatlons. Gheck <br /> OPENING � � OPENIN6 � i �� � and repalr all yutters and doNnspouts to route water away From the bullding. <br /> � - 1- <br /> i I �T Patch all cracked and damaged masonry units. Replace uNts or cjrout vnits solid <br /> � � j i � where cracks ard dlstress does not recluire replacement oF the vnit. Tockpoht n $ <br /> cracked mortar)olnts. q a <br /> � I DEMOLISH EXISTING MASONRY—j I I j o C � <br /> I t � I I ,� �,��e S 2 <br /> vS� (3oTo��t/�iZ pc�—T�iL o � <br /> �' <br /> REINFORGE WALL REINFORGE WALL r o o a <br /> WITH DBL 2XB� WITH SINGLE 2X8 � o OJ�O� SN f�s <br /> a` 0 O <br /> I6"o/c � 16°o/c <br /> SEE Dl^Y�52 5EE DWG 52 <br /> W�LL ELEVATION �g� � � <br /> �� � <br /> S � � <br /> STRUCTURAL N07ES K��� �ri <br /> EXISTiNGCONDITIONS DIMENSIONLUMBER €���� � <br /> MATERIAL STRENGTNS ��,y9 f <br /> Cmtracior shall venly all dlmenslons,elavations,and details of existing sWclure where . � � <br /> All foundatbn sAls or plates that rest on maso�ry ar concte(e and all wood�hat Is wlthin LL o$� <br /> Reinf«r n Steel they afleC Ihis consW ctbn prior to fabricatlon. <br /> 9 6'of finislied grade shall be pressure treated wood. y���Z <br /> Bars,ASTM A615 C,c 60,Fy=60 ksi MlNmum nailing to be in accorAance wfth Ta61e 2304.9.1 of IBC uNess noted � � <br /> TEMPORARY BRACING J��'"Q� <br /> othervnse. <br /> Concrete Wootl Iinteh ard headers shall have a minimum 3'length of �.��� i <br /> f'c=compressive strength in 28 days Contractor is respmsible for 62dng,wlihout werstressirg,a9 structural elements as ���at each end and 6ear Ihe entire length o(thejack(sMulder)studs. -m�� I�° <br /> 3,000 psi(or masonry corefill 8 cor�c floor dedc requ'ved at all stages of consWction untll completion of this pro�ecL Provida temporary yy� �sts shaG beer the full width ol su <br /> lateral support for ap waits untll walis ere aAequalely braced 6y floor or roo(struclure. � PPo��f1 members(stud wall,beams,etc.) <br /> unless otherwisa roled. <br /> Masonry Use caution when operating equipment adjacent to foundation waNs. /VI bearns and Jofsts not baaring on supportlrg members shall be(ramed wtth <br /> f'm=net area wmpressive slrength of masonry 'USP'joist hangers or equal. � <br /> 1,500 psl unless noted REINFORCED CONCRETE BLOCK WALLS Wood beams made of 2 w more 2x's shall be Nru-bolted logeNet with 318'round M.B. � <br /> Mason � at 2'-0'o_a or equlvalent spikes. <br /> Slructural Lumber ry sha0 not be laid when ihe te eraNres of Me outside aw is bebw 400 F, Q <br /> All tlfinensional IumDer-N2 So Pine Treated uNess approved methods are usetl during consWuion to preveirt damage to Ihe a plywootl and OSB shall be Installed per American Plywood AssociaGon standards, ^� <br /> mason PJI matarials used and surtaces bullt u on shall be Ree of srrow ard ice. induding using consWUlon adheslve for Mstening la floorjdsts. ��- <br /> Laminated Veneer Lumber(LVL) �Y• P A1 fastaners and hangers In con�acl with Ireated lumbar shall 6a G785 hot dipped <br /> E=2,000,000 psi Wood beams pocketed irrto masorry shall be provitletl with a 112'afr space on <br /> Fb=2950 psi top,end and sides unless treated wood Is used. Solid grout Uie masonry voids below BaManized or equal. � <br /> beam bearing a miNmum of 16'.Masonry shai�not bear permanently on woatl ��umber shall be of good qualRy and not have large splits and rhecks and shall be � <br /> memDew. Wsualty inspected hy the conUactor at the time of consWctlon. � � <br /> OESIGN LOADS AII beams shall bear on a minfmum of 3"alorg ihelr length and full along iheir witltli. ^� <br /> See plans for localion and spacing of refnforcemant in walls. lY-. � <br /> Roof When one 6ar is In a single core placa in cenler,unless rwled olhervrise.When!wo LVL WOOD MEMBERS � � <br /> Dead IoaC bars are In a single cofe,place one near each face. )( � <br /> 15 pst VeNcal steel sAall be lapped 4B dia.at aA splices. LVL members noted on drawings are engineeretl taminated veneet lumber as � � <br /> Snow load FHI blocfc core at veAical columns with 3,000 psl grout rodded or vibrated in place. manufacNred by the Trus-Joisl MacMillan Corporation. AI[amate at mntraclors option u.. �j <br /> Roof snav IoaA=35 psf Wall consWclion shall not excaed heights of 4'-0"hefwe placement of core giout of equal member design propeAies. LK- <br /> Floors unless deanout�oles are provitled at Ihe boltom of each grout lift,then a madmum Sizes shown on plan are acWal. � _ <br /> Dead load height of 8'-0'bafore placement of core groul O � <br /> 15 psf Provide 9 ga.hodzonlal joint reinfordng placed evary 2nd murse. <br /> Live loads Hdlow uNt conr.�ete masorrcy shall be ASTM C90 grade N.Morter end grout shell Da � � <br /> 40 pst per ASTM C-270:Type M or 5 for Below grade aM exlerror mason(y,Type N for al — <br /> Intertor above grade masonry. . <br /> �3 <br />