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12930 SW SCHOLLS FERRY ROAD-4 I f i 4 EXISTING 2'x8' CEILING JOISTS TO BE TIED TO NEV HEADER PLACED AFTE k EXISTING WALL REMOVED NEW 5 1/8'x16 1/2' NEW 2'x6'xl6' CEILING l GLU-LAM HEADER 7 JGISTS (13 REQ'D) WITH R-19 INSULATIFJN I -01 —1 c, -{ o I V) 5 t LIz � NORTH ELEVATION ' CEILING JOIST PLAN PLAN M m � Q5 � I ii EXISTING GARAGE DOOR V) E TO BE `MOVED EXISTING ELECTRIC SERVICE PANEL TO MOVED TO FRONT OF BUILDING c (D �b uv. I 1 NEW COMP ER LAB & RESEARCH CENTER '-6" x 23'-6" NEW COMPUTER LAB & RESEARCH CENTER 28'--6" x 23'--6" r' L i OFFICE & WORKROOM OFFICE & WORKROOM - ' � I DRINKING FOUNTAIN �-WASTING NORTH REMOVED Lj TO BE INSTALLED NEAR BATHROOM ' — WA $ TO BE 2'x6' Q 16'OC — WITH R-19 RATING INSULATION, SIDING TO MATCH EXISTING. -' FIRE i BATHROOM h"- �-, EXTINGUISHER BATHROOM s� �► _ IV) Ljj Q_ _ I WALLS TOB-- 1 x -- NEW DOUBLE PANG R-19 RATED INSULATION 4",/ x 2'-6' H LLJ� / +� WINDOW(8 REQ'D) V 1 NEW FLOOR PLAN C� ELECTRICAL PLAN C,TY r`�ii- Tl�aASD mved ............ ....................... ....... ... ................ I, ll cp AD ionelly Appro"Od ,.......... For Orli; P10 ... ....i LL cc Q job •' n' SCALE 1 /4" = 1 '-0'9 �J Lu i PROJECT 3 Scholls Ferry Rd., t19j0 NO. oBUP 95.0262 v 1 0}5 TYPE If this nolic: appesu•S clearer 111,111 the document, the document is of mark:nal quality. ilili�illlll , I till,tiplllll giIgilillll ip ijil i1qrliglijiIip iIili I iIilijiIiIIIi Illlijil Ili , 1� 411�III {fl -- '�1111►1i iilill�l Itfi�tN w ••' . �i�Illllfilllllll Illlllllllllllllllllliillilllllllllllll liiilllllllllilllllllllllllllllllllllllllll�IIIIIIiIIIIIIIIIIIIlII1H iiili�ili illl�tllllli I+ ` 24X C D �i+ J k i NEW ROOF OVER [NTIRE EXISTIN3 FLAT ROOFED ATTACHED GARAGE AND NEW ADDITI❑N TO BE DOUBLE FELT WITH MOPPED TAR OVER 5/8' ATTIC VENT(? RELI'P) PLYWOOD — ROOF VENT(3 REQ'D) 2!12 PITCH TO MATCH PITCH OF EXISTING` BUILDING a s Lm L&J , crb 2 16 ADDITION z 12' CONC FOOTING AND 6' CONC FLOOR SLAB WEST ELEVATION ti Q d Q w I � m r m m Q z o z z Q 5 z N NEW 2'x6'x4' ROOF JOISTS 2 16'OC 2'x4' PONY WALL C✓ER 2'x12' RIDGE POLEL� I E —TO-TXISTING JOISTS NEW 5 1/8'x16 1/P' GLU-LAM HEADER EXISTING BEARING WALL (SEE DETAIL) 2'x10' HOOF' JOISTS -- 2.4' OC(12 REQ'D) \ EXISTING 2'xB' ROW-- .JOISTS 77 =7 . 2'x10' ROOF JOISTS 2'x4. 2 16'OC PONY WALL cr WITH 1/2' SHEETROCK DRAFT STOP, DOOR -- �—TO BE INSTALLED F ACCESS, 5 1/8'x16 1/2' i �-LU-LAM HEADER BEAM 6'x6' SUPPORT COLUMN PERIMETER OF CONC. FLOOR TO BE INSULATED WITH R--4,5 (2 REQ'D) INSULATION PRESSURE TREATED — -- --- ----2'x6' BOTTOM BOTTOM PLATE PIP 3,5`x3,5'x 1' JEEP CONC. = TAI OF NEW �II ' w DETAIL 6x6 COLUMN T HEADER & PONY WALL ROOF PLANru cp I U7 r-1 CV G Q W /'\ t z \zJ� I w SCALE 1 !4" _= 1 '-0" N ` V r� 0 �.rrr�rr PROJECT r! m Scholls Ferry r�,i 17,+30 r10 i BJP 95-026:' a 2 of 5TYPE i z If this notice appears clem-er Ihan the document, the document is of marginal qual"y. it►I��ilil�l � 1� t � - � 1 11�!I,�Ii!I!Il 1llil�11111� 1 f!I�lilf Iliji 111 Jill y.. 24X w IF if ' �Il�Aiihi iil� = itirlmi t�riltlil i�iil+�nlnlilnl��uninn�lnillln►��nlnnlll�iliui�nlil,Il—ilrilrn�unilnl�inilnn�lllilln� unl�ii m�lm+ �flf ling . m En 8f LAj 1lACNB17C `� � H � X00 i N \ N - - - - - - - _ _ _ -- - _ _ _ FU RE R/W O O �l 1 Uj LJ 4 Q < w 0 Q Ofr -`-"- _ E X. 8"S S- _ 130TH A W W C I r --�_ Z I Z I 11 EX.8 W _ . --- --- /W�� r } m z EX. R -----�� m °° o _ __- - - _- F- LAJ - Z Q J —_ - _ 5 p W DC U - -- - - .r - --- --- - - -- - -1 - - - - - - - - - - - - - -- RIGHT-OF WAY LINE ;I I I I 269.90 C) 24• I I I O 97 I �- I I I FELLOWSHIP PARK I I � - 29,C43 S.F. GRASS AREA I o Y I I -, c I I N �.. - " � o ( I I \ 0 0 � d Z 98 I TAX - LOT 2200 N I I 82,392 S.F. REMAINING �y �� w I 1.89 AC. — -- I EXISTING LOT LINE HAS I 7/,OSO 1�� REMAINING LL `` — — REMOVEDI \ co BEEN BY LOT X w _ CONSOLIDATION I I rn w; z ' eA 1 9 9 -- - w I EXISTING CHURCH FACILITIES ` �---- I EXIST. co ." - - _ -- - - - - - - - - - - 1 SHOP _�r'- -� �n'M"ftit . , I - - -1� I -T _I_ __T - - T -r .� I BLDG. o I L J -�- � NEW 5 AC PATHWAY I I - < I I EXIST/FENCE I •w I I I I I I I -i - o � _ _ _ - �� — _� r•`O .4 _ _J L __ ._ - _ .J � _.- r- - - -- - --- m I r- - -- - J -I- - - - - r- - - - r - - —1- --� -- -- �\ \ < W 100 , _ ; I I I 1 1 F I r �� I I T `T .* F— / ®BIKE n�I I RAC I — _rXISTING AC PATHWAY J I I 1 1 I I I I I I --- I I �' I �► I N � / I I I .• 10,071 S.1--. . INr -- - -- - - � I I I I Li1F - - - - I � GRASS AREA ' I I I I f I t I I! I I I I I L� -- - - - - - - - - - - - - J ti.J 6._._ _ — � -- - - - - - _ _ - EXIST. IGH BOARD FENCf__I_ i 1 . 5 �EX15T, HIGH BOARD FENCE — — — — — -- -� �__1— -- �_ J4�.7 3' - - -- - - - -� - _ _ UJ 109 _ - \� r - - C cm 1 7 108 / -112 127 I �28 I fi29i I \ � � � I 114 i 126 � I I J LLI Qcn \ \ PROJECT 1f rxv- Scholls Forry Rd, 12930 1 NO. Ipi i BUP 95-n262 / \ 3 of 5 TYPE MASYM.' AN If this notice appears clearer I11;1:1 the docicmenl, the doc•umenl is of marginal y11.11.,Y. �, IC111�1! III 1+ � � ► ;� 1, �� difl�l�l�l 1�I�I�t�l���� I r���f�l���l�� i I�I�I�I�I�I�I I I �I�t�l�l�l;l 1 I{I�I�►�►l�l,� ���1���{�Illr ' 11111111� r Illilli fIII�INI �►1iIHi : 1 . �i 111i�Mlll IIIIIIIII (II111IIIIIIIilunlillllliii IiIIIIIII IIiillnlllliilllnllinlllllllull!IIIIIIIiIIIIIIIiilllllilllllliiif tlf!1flfl IHfIIIIIII►fi�l� 1 .��. '•~ ' TRUS JOIST MACMILLAN THINK SAFETY—READ WARNING AND INSTALLAYION INSTRUCTIONS A Limited P. lrlhlp 1 >m REFER TO TJllpwt- FLOOR FRAMING INFORMATION FORM FOR TYPICAL FRAMING DETAILS AND PRECAUTION:: 2a NsT • n a q Tvoe. ------- I Joist '�aterials ------- IducS T1 31 7,'R' TJI/350FejaL 269i y �q➢p C ------ accessories and Other Materials -�------ _ Beveled 11 a TJI/350F web Stiffeners 52• acs, 11 7/8' TJI/350F Blacking Panels 13. 21,70' abs Rcof Sheathing 30. 4'X0' slits. ------- Connector Table ------- la MaLmmkm am 51¢ VLpa GM b.en..ebn Nl LSSUI 35 0id. 13 axeL i1 7/0. TJI/3W joist ON Girder my other w (1) web etlffenerd required. s 9 ;La epee Birtlemooth bearing and blacking panels II N5 H7 Beveled Plate --- Note: Stil ll loeda Mw not been plotted for Verity. WESTGATE BAPTIST CHURCH i - I TJI PLACING PLAN PARR LUMBER CO . ALOHA STORE - — —'I DAN PERRIGO PH. 645-7425 FAX 614-3013 - _-- -- ai L / 240 IpeLMe .plat LL Deflection --ai mbol Key scale: T7 TJI•Idal types Materiel Celt out label 1+� C.tpacln9 Al (See corresponding f•,� Indbatee DpioMng of detalle on 6acksldep lolel IsyoW Bearing well _ M4_ MICRO-LAM'LVL tyql Beam or older LOW END OF JOIST ONLY ma.ply.,orpbt ox.low, by others indicated more than 3' ❑ Post Support 2X4 one sitla. w MICR!].L�AMiLVIr M1e Hanger typal neldls al IN Use 2x6 d or ParelldmePSL C Manger symbol tr twat spacing Indicates beam/girder B' o.C. n Prea"' 'ban X wider than bearing wall 24 o.c t eN MlMalln la,Mryln.e.Pm.M WIn s.bwe.wM.nrwM pn 1.DEO. In Esad Ca,,l rU.a nnl.in m. 510 or oil,1..1 aMgM rgnro USL:. VF OWN'al far..".Napa'lnlpmaba. Pgm.5E0.l,p p,YE. q' ' l Design Loads Nor-Standard Load Symbols QIJ< (a Pf+N EL S standard Lcadrng --- IN LIEU //7F gJ ;IFF 6e o 11151 Sere..I —_— Une Load �kALI N W eo PSF Total Load O Concentrated Load web L---J Nom-Standard Unlform'.ord web AL( EPMfRLE• e. Mel,pod.Topa'ar dales Wt la,m.hn"" aStiffeners .dna loi3O.d rl-.m .re laid.danod.rad. Rtl0t O on both PARR LUMBER CO. 5: 47:03 p •D' Beveled those See Rg MSX 214 ftek de ail•RB'. TJ%pen l.D.: OOUs.LID Version 4.30 Mon 7/24/99 TJCpert filamens: TJXpert" Wananty *» JoelMaMilw rboq.r�bemmex.MnwepW MMaaan wa Mr re a.a.na arm Tm Swl.raa ar ra¢mpuer Cama OW ma T Ikoarl comply",am T TJMpen Iii. a Ton Mmup d."od— algal G-oa IMWI-dal.Gpnery.M Punienradmelaapb'Minta M RewMnMl Pp1uLy SMpMi.GUW cM'p BmbaM1 OUMa lh,1,1 T'J.4g4M.CMq.n prMUL wtll b Man.]m.psiMrca eM dy Ouq.lal eM Mlnrbq Wn.Ml Wo,aM aM.rwm.uay eff//' — ., r� Maw iJMPnb MagiMnemm9 dN bM bariaPo[aW CYMPrxWNrarq,w'nM aY IM PUMYN 'I'/ep//W/ree//aeMa/• wr aomp.w..mmr.m mndirw.�m wd..pl.<axr.wli.rw�u TM..rw.almm.bMw � nwM1rp Irunrrp dm Nr._Wnggy]py.irv.Jda MrMYMn Erynx.r ZfXpert"-- Forin N USR 10192MM993/410 C 9.Ze Planar Farm07'x 22') I If tit is 11atice Rp pra rs cIva I c Ihnn Ihr• - ..... __-. . docntnent, Iltr document is of mnrgin:J ynnt;l V. r� i ��Ir�Ffr�I �PluIuPm11uunnnnInIn'luilu�a►n nurinrulllllll!r rirlllrllla iIlZD nnlumm�inilunihuuulr 1 t ul m ri) CL C IV sr— TgUt3.JOIST MACMILLAN -� A L,nuteo ISultieMr, �Apert Roof Framing Information (Form N••,. 582 USR) • -- BEVELED WEB STIFFENER CUTTING DETAIL TYPICAL ROOF FRAMING G c Blocking Metal cross Blocking I -Blocking lbracing (MXB) Panel \\ Roof dope angle length per G material list o Hearing slate, H5WEB STIFFENERS, INSTAJIED at beveled when Bearing plate, HS required. T� ' /-beveled when ry ---gap at top 2._T 2'-�, J required. v Max: nails, clinched Max. ^when possible ra Adjustable 4p � o R 1 slope connector I o See H4 See Note 9 for nailing SNotes 1 , 2, 3, 6, 16 � See N R3 � _ � ates 3, 4, fi, 16 O See Notes 2, 5 6 a H Metal erose Blocking Metal ?� cr as bracing (MXB) panelr--Metal MXB) Braced end waft, l :g / \ see Warning Notes I � / below. J Beveled web ca _Beveled web ro. Adjustable stiffeners on —stiffeners on I ` -slope both sides both sides connector 0 Budsmouth \ �-'cutsrnouth ty h. n R4 R5 Max • 2'-0" See Notes 4, 5 See Notes 2, 7, 8, 16 R6 °x' O See Notes 4, 7, 8, 16 u- MXB and/or blocking 2'-0_M_axx. MXB and/or blocking R6 I panels are not shown — Filler panels are not shown Web stiffeners Attach joist to late with for clan Cry- 1 P e clarity. 4 2x4 for clarity, b when twist strap and backer k I required block when e ! # 1 —Beveled ue,.eled wvb slope Overhang ;... cripple -sb"ener exceeds 5"/Ft. opposite of \. R2 H i cripple \� LAdjustable slope Birdsmouth p I wartl connector ang -cut Intermediate / ,__Adjustable W support, use siope CL Minimum beveled plate connector o! 1-3d y Bearing plate, hev�led 2'-0 nail sock sloe of R1 required when required. Max. Beveled cripple when ' at bearing locationss \ (steep slope conditions CR1 �2' R3 R4 RSR6may require addtional R v 0 0See Note ' 3 5 6 17 0 0 3 K R7 ©o r-- _ r r See Notes 9, 16, i 7 See Notes 3, 5, 6 10 11 r„ling or supplements! �, See hole charts, in the Residential Products CL _ connectors), Toe-Nail I Builder's Guide or Epecifer's Gude. for allowable MICRO-LAM LVL joists. iv Top mount hanger Straps may be �. 1 web holes and required distances from support. ::, 2x_ overhang�- PP with web stiffeners rfor steep r framing. moth o TYPICAL BEARING ATTACHMENT when rerequired quired . lope conditions. ” ` around flange • See fvXpert-Connector All, WARMING JOBSiTL STORAGE schedule fqr ` assi9tanc . ~� JOISTS ARE UNSTABLE '__— • PHOEXTS CT (COVER) JOISTS FROM Q, Filler block UNTIL BRACED LATERALLY ~ DED EXPOSURE TO SUN AND a between Face nail WATER. a joists Slope adjustable hanger with_/ / } I hanger with 9 J Backbeveled web web stifferners Slone adjustable \\\\\\\ BRACING INCLUDES: — / rn er stiffeners when required. hanger with beveled BLOCKING AND HANGERS web stiffener Doublestiffeners_/�_y ».. H5 when required • STRUT LINES DO NOT stack building I I I I I I I I \ p H4 See Notes 12, 13, 1 4, 15, 18, 19 O See Nates 12, 15, 22 DO NOT allow workers • SHEATHING g I I I I I I I I ( O matorials on unsheathed joists. braced. walk I Joists u A i - NOTES FOR TYeICAL ROOF FRAMING DETAILS braced. INJURY MAY Stack only over beams or wails. � 1. 1 3/4"minimum arid bearing s See Note 4 below. g required for all Residential Joist applicr:rions 3 1,2'minimum 11.When required by fond,web stiffeners at intermediate supporl�are installed at a right RESULT. See Notes 1, 2 cU bearing is required when joists are continuous over intermediate supports. angle and snug to the Joist bottom flange Typical nailing rroqu,n,ments are given in Note aA & 3 below. its Blocking panels are made of short sl­ pieces of TJf•Joists or MICRO=LAMO LVI.that are cut to 12.High slope hanger conditions may required the addition of straps as shown In detail H5. _ rr O fit between joists At a beanng!ha,!Is skewed to the joists,blocking panels-ire intended to b i 13.Install backer blocks snug to the top flange when)ocated beneatl r top mount hangers irstaii L p skew cut with the panel length adjusted to provide full contact with the joists backer blocks snug to this WARNING NOTES: � cc 3- A beveled bearing is required for au slopes exceed-rig 0 25" I g bottom doable when located at face nail hangers \ ... 4, g per foot When slopes exceed 14.Filler blocks are located between double TJI Joists and are used to connect them together.Nail Lack of concern for proper bracing during conatructlon can result in / rn per foot and beveled plate Is used.stacked 2x or thicker material is required to with a minimum of 10.10E nails.For TJI/55 series Joists,nail wits a minimum of 10-3 5" 16d nails provide sufficient beanng from each side. 3@rIOUS accidents. Under normal conditions If Tyle following guidelines are 4. Attach metal cross bracing(MXS)to rhe joist and t/,e bearing plate with a minimum of two nails 15.Slope seats for hangers ars?required when the! s \ (10d)at each end 9 q bee exceeds 112"per loot Beveled wen observed, accidents will be avoid@d. /�" � 5'IflenefS are required for USt1 With rt105t;,loped seat hangers 5. Adjustable slope connboors are generally dor ur,-with 3 1/2'wide bearings and may have oimitud 16.W rete the Joist Iles been altered at the Icw end bearing support(i.e birc'smouth cut or within t►- slope capability.High renctions and multiple ply members will require the use M beve:ed plate th i cantilever(similar to detail R5),the joist extension past the support is limited to 2'.0" 1. All blocking, hangers and rim 3.Temporary strut line, of 1 x 4 Q, SneattllIn place of oe adjustable slope connectors. measured honzontall y. nrJ must he totally .-'e USE iJT,.^.KERS ADFOUATE 6. Supplemental cannery ons to the br.arinn date may be requirsd for sloped conditions beyond 17.Overhang member may need to be doubled due to applied loads.See label on T.Jx rt Int joists at the end supports of (min.) must be nailed to a attached to each oist before TO KEEP.K�Isrs ABOVE re n I GROUND AND OUT OF MUD ey 4'per foot to resin sliding forces. for specific requlrem,►nts. the joists must be completely braced end wall or sheathed additional loads can be AND WATER(APPROXIMATI:Lv �� 7• TJI Joist flanges,MICRO-LAM LVL,or Parallam•PSL members may have a birdsmouth 1e.Filler blocks.Nail wilt 10.10d nails(3 1/2' 16d nails from each Aae for TJI/55 series Joists). installed and properly nailed. area as in note 2 and to each placed on the system. 10 0,C) cut of the low bearing end only The birdsmouth cut must not overhang the Inside face of the For materials,cep chi rt below. 2. Lateral strength, like a braced joist. Without this bracing, 5. Ends of cantilevers require �, bearing plate Beveled web stiffeners are required at all TJI Joist bearings that are birdsmouth cut. 19.Backer blocks:Typica Ly attached with 10-I0d nails.For rri tiwlints,see chart below end wall or an existing deck, buckling sideways or roll over strut lines on both the top and e. Beveled web stiffer-irs,oach skip,are cut to match the roof slope Install snug to the bottom flange must be established at the is high probable under light bottom flanges. with a small gap(1/4",+/-)at the top Use 2.8d nails with TJI/15/2.5/35 series Joists.Use construction loads—like two 6,The i td es must remain 3-10d nails with TJI/55 series Joists 4 ends of the bay. This can also 9 9. Beveled 2x4 cripples;should be cut to provide a snug but nc.tight fit beneath the 2r overhang H4 am,IH'ess mm 1 1/9" 2x' 2x , ip„ - —�2-2x, -= be accomplished by a temporary workers and one layer of straight within a tolerance of � members CripplesP g � q unnailed sheathing. I are fastened to the web similar ...0:Iiffeners and replace the web rel plywood plywood or permanent deck (sheathing) 9 1'�' n om i;a true alignment. stiffiner on that side.When load or spacing requrr,4a doublt overhang,2x4 cripples must Walled to the}list 4 feet of joists be installed on both sides H4 19 1/2" or 5/6" 314' -1" net 1-2x' ' . Blocking panels or metal uro34 p� bracing(MXB)are optional for joist stability at intermediate ___ ood 'o Pl at the end O}the bay. 10support locations and complements required bracing bearing locations , 1--- -I ' at end bkFor 9 1/2' and 11 7/8" depths use 2*'�, lot 14" and 16" depths use 200's. .5 FORE JOISTS AND BEAMS IN Filler and backer block lengths should ac:ommodate required nailing without splitting VERTICAL ORIENTATION .DO NOT STORE FIAT J I d. 1 , TJI joist webs may be Cut to accept plumbing lines or ventilation ducts. TJI joist flanges can NOT be cut. Alterations to I`dICR0=LAM LVL.can be done only ea \� ( •��t • with prior consent fiom Trus Joist MacMillan Engineering. •t•• Q 0O 0 o to Top mount ( ', 0 -' Ci I hanger Face nail Wood nest with y•- l u Trimmers hanger protect wood In column cap 1° Keep large holes at center of span 0direct contact with Steel post; L1 � CO"�e• L5 See Note 22 \/ See Note 22 LSee t L4 C� e Noe 2Q, 22 Q See Note 22 � O See Note 21, 22 Hole ch arts in the Residential Products Builders Guide or 11 NOTES FOR MICRO■LAM•LVL or Parellam•PSL Specifier's Guide gives required distance from support DO NOT cut or notch TJI DO NOT cut, notch or drill oe 20.Han ars s Bearing length Is the minimum required assurrinq full width support with the length measured g pecifically designed for supporting or hanging MICRO=LAM LVL and Parallax.PSL in the direction of the span. for a given site of hole, joist flanges, holes in MICRO=LAM LVL V are recommended and available. 22.See Builder's Guide for multiple member nailing patter For side loaded multiple members, or Parallam PSL. 21.Column caps am often required to provide sufficient bearing for the beam or girder. additional nailing or I)olting may be required. i If this notice '111he'll-s clearer 111;111 the document, the document is of marginal gmil:t,y. 111J,I,l��;111i III2. 4 X ��i�i�iJ��i�� i�i�i��l��► ! � _ ''It. l�l� , r '- _�� fl�f�ilN �N{�� ih#I I�ul#tilt►sit IIII I�iillmllilsl�ln inllnll nl►luminllnll�nnlnll ilnl��t ii'rl '� -