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Plans (31) i OFFICE COPY ® i 0 LIA�:ILITY RECEIVED '` W ' REVIEWED AS NOTED 0 The City of Tigard and its is 4 PETERSONSTRUCTURAL ENGINEERS 0 O employee.. shall not be MAY 2 8 2019 708 BROADWAY,SUITE 110 1= responsible f r discrepancies CITY OF TIGARD TACOMA,WA 98402 =• J which may :ppear herein. PNONE:253-830-2140 CIL0 I- BUILDING DIVISION •F Ce M "- 1902-0077 5/23/19 E o JWC SH. 1 of 9 o Q a RCg c V1z Mt 1 - 0 -a (J) 15'-5" �I 16'-5" 4,,i113 i ----) * ' /-90.00' q o T' r 1 • LOT BUILDING &IMPERVIOUS COVERAGE V / CALCULATIONS O W re ZO O Existing PARCEL AREA= 7200 SF O 0 l,y 0 Driveway BUILDING COVERAGE CALCULATIONS a IX W Q Z BUILDING 1661 SF aD 1- :may o PROPOSED PATIO COVER 565 SF Z Z W 4 a > > -- m� CURRENT COVERAGE 23.07% y CL Q •� PROPOSED COVERAGE 30.92% W = < p yal IMPERVIOUS COVERAGE CALCULATIONS p O 1 1 oc a n o O Z IA O `" x E X a O BUILDING 1661 SF 3 -x w li O DRIVEWAY 588 SF Q V1 Y / WALKWAY 60 SF O J O + EXISTING PATIO 1408 SF J n + PROPOSED PATIO COVER 45 SF �+ 30 Consiructic n ° 4 CURRENT COVERAGE 51.63/o Area /�/� PROPOSED COVERAGE 52.25% V / V 31'-8" 31'-10" 1 L ( D Existing Legend ATE: APR 2s,2019\ '3°:- Shed - • — • — setbacks Roof Line SCALE: 1-=20•-0- iz ,z z z ,z z a Construction Area Property Line Drawn by: KGA Topography Line Parcel 1S135AA00904 Line x Rockery siteplansnUfastsiteplans.eom +/-90.00' REV: DATE: M ~ Champion Window CITY OF TIGARD _Williams Project Legal Desc: REVIE'' ED FORDE COMPLIANCE io17o Sw 90th Ave Tigard, OR Approv d: Parce115135AA00904 SHEET: B1OFe / OTC: [ 1 Permit •: M,STO D 9-D02.--c \ Addres•; kbk10 s\i'N cion- IPr\r_ - SITEPLAN Suite #• — By; ill Date: ,572_, 1(1 0 i�o' 4I' Scale: 1" = 20'-0" (- *0 i \ REVIEWED AS NOTED a, N PETERSON BROADWAYSTRUCTSUITUREAL11ENGINEERS0 (1 w rnct- , TACOMA,WA 98402 u. oo z 1 ,.7_, PHONE:253-830-2140 x a lai w o�c. I , I-- 1902-0077 5/23/19, 1 i 1 0 a M Exist. Window Exist. Window `I`x st. Fr nt Exist. Window Exist. Garage Door . d.o E JWC SH. 2 of 9 DoZ (,)E o= oa r c o , In gH 2 Exist. Bedroom Exist. Bedroom Mt • o Exist. Family Room t.,, 0 . fea)Exist. Car Garage r in .§- O 0 rg � I C < F < � Q e o d re (t Exist. Bath Z Exist. Bedroom Exist. KitchenJ Z o Li a ;W Exist. Bath 3 2 a Exist. 0 N __ Exist. Window n Window Exist. Windov% Exist. Patio Door Exist. Window Exist. Do r 0 w o , , I— H ,_____, „,_, „_____„ Z U 3 rn a . Z J_ ig o � — F. 2 4 Verify in field 4x10 minimum M u existing headers at openings Exist. Patio adjacent to patio cover //S \\ VATE: APR 25,2019 %V AO Iv SCALE: 1/8._1.-0. �5,.►.j����,1��///AAA / Drawn by: KGA �' siteplansffastsiteplans.com REV: DATE: iONJ---111Ww— SHEET: B20F8 EXISTING PLAN 0 4' 8' 16' 1 Scale: 1/8" = V-011 *fi, i ri W A REVIEWED AS NOTED PETERSON STRUCTURAL ENGINEERS o, 1 in. 708 BROADWAY,SUITE 110 El as 0 TACOMA,WA 98402 E c i o PHONE:253-830-2140 I llama x z ' • 5.„7„; L 1902-0077 5/23/19 -. Cairn ti cei 4' o d M i 1 I I i i ix.1-WC SH. 3 of 9 Exist. Window Exist. Window x st. Fr nt Exist. Window Exist. Garage Door c o Do E o= r HDU2-SDS2.5 Holdown w/ 5/8" dia c o i F1554 Grade 36 threaded rod wc g 2 Exist. Bedroom Exist. Bedroom embedded 10" into existing 6" stemzit y o Exist. Family Room wall w/ Hilti HIT-RE 500 V3, tup. Use o M reduced installation torque per ;1111/ Exist. Car Garage a manufacturer recommendations. (3 3 i_ - �D _ Places total) if; 0 16'-0" i 0 j min. liri F o a d g Exist. Bath i a °- < Exist. Bedroom Exist. Kitchen z g p Li J 11'-4" min. I a o > Exist. Bath H N. z a Exist. 0 1 o '- Exist. Window n Window Exist Windom Exist. Patio Door Exist. Window Exist. Do r , 1 0 2g ~� Existing 12" House Eave 3 cnn J_ O z _ - / F O Notes: [A 1. Unless noted otherwise herein, patio cover 6,8„ 5, �„ 3.5" x 3/16" wall a shall be detailed in accordance with Champion - E. square A500B posts p 1 4'-11" 4'-10" 4'-11" "4" Wall System and Studio Style Roof" 12"Eaves 1---= - embedded 15" into stamped drawings dated 11/14/13. 18'-0„ concrete footing 2. Attach post sleeves to post with 2-#6 screws , DATE: APR zs,zolo at 16" o.c. max. Provide 1 .5" min. embedment 2x4 Skylights / 5'-4" — SCALE: 118-=+•-o- into wood posts. Exist. Patio 8 ,,____L_ Drawn by: KGA 3. See sheet 9 for shear wall schedule and ► 1- 25'-0 siteplans@Nastsiteplans.com details. 43'-0' REV: DATE: - 4" Patio Cover Posts SHEET: 63 of 8 4x4 #2 DFL min. post w/ PBS44 base, typ., PATIO COVER PLAN Table 2: neferewschedule ce u.n.o. Re1,1 Refereinze 0 4' 8' 16' B Build Packet S Champion Engineering P Peterson Engineering Scale: 1/8" = 11-0" Q' 12 , Z REVIEWED AS NOTED ,liji CD Existing House Eave 1.7 WIPP- I,a&`:" PETERSONSTRUCTIMALENGINEERS 1 u 1: 708 BROAM SUITE 110 I ei ES' TACOMA,WA K1402 0 0 (1 80E crcc2I ....-. .. le i 31 w000l.W.11.11.11 7 I Um 1 PHONE:253-830-2140 = z lift • ',5 A qg rairi co ic-e- r.',. 1902-0077 5/23/19 111111.11111mummiummum Ce ^ / . / -icy JWC SH.4.of 9 • cZ 2 I 22 0 . 2 050 4.; - -; 2 IR 5 2 < Ln //11x (,) Z — / Lif// Bo / //Lil Mit • a) / C12 III) i T // i I -• _ t 14'-5" 1 0 cc - s 15-5" 3.5" x 3/16" wall o 0, ' rN - ,.. ,, square A500B posts 4 p 0 o 1.0 >< SOUTH ELEVATION NORTH ELEVATION embedded 15" into 0 Concrete footing M LU en > 2x4 Skylights 0MI in E lz Ty n, 0 z 1- z r„3 E Vg ,... r 7/ I r ,.., I 0 ..- E. — m a (.) J ('GATE: APR 25,2019- SCALE: 1b4 .v4v Drawn by: KGA skeplansGfastsiteplans.com REV: DATE: ..J 41'-0" _SHEET: 84 OF 8 .} - - 43'-0" ..- 4x4 #2 DFL min. Notes: post w/ PBS44 base. typ. u.n.o. EAST ELEVATION 1. Unless noted otherwise herein, patio cover shall be PATIO COVER ELEVATION, detailed in accordance with Champion "4" Wall System 0 24' 8' and Studio Style Roof" stamped drawings dated 11/14/13. i .. I 2. Attach post sleeves to post with 2-#6 screws at 16" o.c. max. Provide 1 .5" min. embedment into wood posts. Scale: 1/4" = 1- .---\\ *ID CA 1. PROPOSED ELEVATION ;.1111!( REVIEWED AS. NOTED � M SCALE: 1/8" = 11-0° PETERSON STRUCTURAL ENGINEERS cot" 5 708 BROADWAY,SUITE 110 8 ti €pli i TACOMA,WA 95402 co 0 J e PIRRlE:253-830-2140 o 1.c 11111111 X. 1902-0077 5/23/19lam w tz c 0e JWC SH. > af rig 1 E a O j E a UMc c y z rn Il F7 P:=1 I I M i M ■ill B I , 1._ ;1.1.3 i __.,2 io ---- 0 _ 1 - I - - - - - - 0 ' 0 ▪ Zc.9 ce c = ? a Z ") 2 a ZgW u < 0 > cn EAST ELEVATION o x O = 1I 2. EXISTING ELEVATION o = a z � JN SCALE: 1" = 20'-0" 1 .i zi c J W . o F. 2 a an 8 B M ® n II / DATE: APR zs,zo,e� SCALE: iia-=1-o- J Drawn by: KLA sit eplansKlastsiteplans.com REV: DATE: r— SHEET: B50F8 HOUSE AND PATIO COVER ELEVATION 0 4' 8' 16' 1 NORTH ELEVATION Scale: 1/8" = 1'-0" N Notes: W o El 1 . Verify existing or provide new rafter clip (e.g. Simpson ` RE_YIEWEDAS NOTED d N H2.5A or similar) between existing rafters and double top •ab i PETERSONSTRUCTURALENGINEERS , o plate adjacent to new patio cover. 5 TACOMA,WA708 A98,402E 110 2. See sheet 9 for shear wall schedule and connection Q.! PHONE:253-B30-2140 = a details. y 1902 0077 5/23/19 1:11.1c oa M JWC SH. 6of9 • =o tn Ute. pm � a d o MCAlign this strap withmit `= o edge Exist. Roof H cc Align this strap p with ; 3 re-entrant corner Exist. Ridge Beam / Exist. Rafters 24" o.c./ 4) � O 0 Align this strap with cc2 o ,/_ edge a Z o ix 10 J Q Fii • cE LL 13- 1- Q W U) W _ r M1 Exist. Eave p ¢ rn , - ,_. L:_1�__,_,_,.1,___,_,\_,, 1/�__z__' ib= -�'1-__b�-z_'\'��__,,_ __„t 3 - o 43-0" = ti o CS20 nail strap w/ 2'-0" min. end length to �n a\;. E.' each side of roof joint. install with a minimum New Champion Patio Roof a Remove Exist. Eave - _ of (12) #8 stainless steel self drilling screws 8" projection to remain _() into patio cover H-beam and typical full _ nailing into sheathing over 2x4 minimum 7 \ blocking under existing roof sheathing. Nail " / DATE: APR 25,2919 existing roof sheathing into blocking with 8d SCALE: 1i6-=V-0- nails at 6" o.c. max. (3 Places as shown) Drawn by: KGA sitepl ansp(a stsiteplan s.c o m CS20 nail strap w/ 4'-0" min. end REV: DATE: length to each side of re-entrat New 12" Eave corner. install with a minimum of (12) #8 stainless steel self drilling screws on each side of corner. (1 0 SHEET: BB OF9y Place) ROOF PLAN 0 4' 8' 16' Scale: 1/8" = 1,-0" J 1. CONCRETE FOOTING PLAN " ® i 0 SCALE: 1/4" = 1'-0" CD 111,1 oM E 1,,//////./////,//////%/ /,',/,/////i/// /% ////i %/, //// /1111111/// a 3.5" x3/16 wall ` _ square A500B postso o embedded 15" into o a M concrete footing u, Ce' s E Ga O j i D w .iiiii4C N Z o \\___ • 41111111 I Exist. Concrete Patio Slab . EXIST. CONCRETE PAD Lr, v v i12„ / O D D D j min. J cc O _ 16'-11" .-. .. - . ._ -. a ao 0. lice Z °2 a a • 3 = _ 4x4 #2 DFL min. D i'?-, ® j min. m z u)0, post wl RBS44 - k. 18'_3" J C. base, typ., u:n.o. 1'-3' 4" Patio Cover Posts la I REVIEWED AS NOTED o — g PETERSON STRUCTURAL ENGINEERS E 708 BROADWAY,SUITE 110 a New 12" x 18" deep 1 TACOMA,WA 98402 = 2. SECTION 2: CONCRETE FOOTING SECTION New 12" x 18" deep continuous concrete 4" Patio Cover Posts a PHONE:253-830-2140 v Or patio New 15"x18" Concrete footingsf continuous concrete / Footings for Patio SCALE: 1" = 1'-0" footings for patio Cover Posts cover posts 1902-0077 5/23/19 /1 ;ATE: cover posts JWC SI1. 7 of 9 / DATE: APR 25,2019 i I I SCALE: v4-=r-0" II II II II II II I I II II II II II II I I I I I I I I I I Grade Drawn by: KGA I I I i t I I sitepians@fastsitepians.com II II II I I I I I I I I I I i t I I I I REV: DATE: J I - -1 16'-11" I 1- " 18'-3" 1 r2:-.._ ~ F SHEET: B7OF8 New 15"x18" Concrete Notes: CONCRETE FOOTING Footings for Patio 1. #4 bars to be located at each corner of grade beam within 4" of edges. Cover Posts 2. Longitudinal bars shall be lap spliced 24" minimum. DETAIL 3. 3.5"x3/16" square HSS posts shall be embedded a minimum of 15" into 0 2' 4' 8' grade beam and have a minimum of 3" clear cover of concrete on all sides. I 4. All reinforcement shall have a minimum of 3" of clear cover of concrete on all sides. Scale: 1/4" = 1'-0" 5. Concrete to be 3000 psi minimum. No special inspection of concrete required. r --\\ * 1. SECTION 1: SOUTH ELEVATION SECTION 0 a \ 3.5"x3/16" square HSS Notes: post embedded 15" 8 1. #4 bars to be located at each corner of grade beam within 4" of min. into grade beam a Z edges. _ = J f, 2. Longitudinal bars shall be lap spliced 24" minimum. w N 3. 3.5"x3/16" square HSS posts shall be embedded a minimum of 0 a M 15" into grade beam and have a minimum of 3" clear cover of . o concrete on all sides. o 4. All reinforcement shall have a minimum of 3" of clear cover of I 4o concrete on all sides. c' 5. Concrete to be 3000 psi minimum. No special inspection of 1\ M 3 M concrete required. 15" min Post Embed. 41/ 1 14'-5" O 2x4 Skylights New Roof Panel per 0 \\ Champion Engineering p a O O = C V Ix/ G G MI to 0 Zzp a 0w H < Q New 12" Eave w = 0 Wrn 12" W x 18" min. Use 5" Sq. x 3/8" thk. z c N Conc. Beam w/ #4 A36 base plate z J o bars longitudinal in welded to post with o Exist. Slab Slope corners, and #3 hoops 3/16" fillet all around. d 12'-0" � 3„ @ 12" o.c. max., typ. a v / v �, - I Grade DETAIL 1 - Typical Grade Beam Section at Post V (N.T.S.) / DATE:/0)/ /Ti APRzs,2O1 \ SCALE: +/4-=1.o- Exist. House Concrete Foundation Exist. Concrete 12" wide x 18" deep (min.) conc. Drawn by: KGA siteplansb 4 stsiteplans.com Slab grade beam with 4-#4 bars REV: DATE: longitudinal and #3 standard closed hoops at 12" o.c. max. See notes for additional requirements. SHEET: a8oF8 / W= / REVIEWED AS NOTED i PETERSON STRUCTURAL ENGINEERS la I i n 11 708 BROADWAY.SITE 110 SECTION ELEVATION TACOMA,WA 98402 PHONE:253-830-2140 0 2' 4' 8' 1902-0077 5/23/19 I I JWC SH. 8 of 9 Scale: 1/4" = 11-0" SHEARWALL SCHEDULE 1,2,4,5 FASTENERS FASTENER SPACING SILL PLATE TO CONCRETE SILL PLATE TO WOOD MARK SHEATHING 3 INTERMEDIATE ANCHOR SOLE PLATE EDGE FRAMING BLOCKING NAILS' SCREWS" EDGE NAILING"' FIELD NAILING SILL PLATE SILL PLATE REQUIRED la REVIEWED BOLTS7Al2 NAILING' A 15/32" 8d 6"o.c. 12"o.c. 2x 5/8"0 at 48"o.c. 2x 3-16d at 16"o.c. 2x Yes PETERSON STRUCTURAL ENGINEERS 1 U708 BROADWAY,SUITE 110 STRUCTURAL PANEL NOTES: TACOMA,WA 98402 1 The location of required structural panels have been shaded for clarity. Blocking is required at panel joints unless otherwise noted. / PHONE:233-830-2140 2 All exterior walls shall be of type A construction except as noted otherwise. *.rip„,,,,..........„ t r 3 Wood structural panels shall be CDX plywood or OSB panels bearing an APA stamp and covered in DOC PS 1 and PS 2,unless noted otherwise. 4 Panels shall be installed on studs spaced a maximum 16"on center. 1902M077 5/23/19 5 Panels shall be backed with 2 inch nominal or wider framing,Install panels either horizontally or vertically,unless noted otherwise. 6 Common or galvanized box nails. Galvanized nails shall be hot dipped or tumbled. SI- 9 of 7 Use 3x3x1/4"plate washers at all intermediate anchor bolts. 8 Sill plates shall be anchored with a minimum of two intermediate anchor bolts,with one bolt not more than 12 inches from each end,nor closer than 4 inches. 9 Sole plate nailing into pressure treated wood shall use galvanized nails. Common or box nails are permitted unless otherwise stated. 10 Framing at adjoining panel edges shall be 3 inches nominal or wider,and nails shall be staggered where nails are spaced at 2 inches on center. 11 No.6-1Y,"Type W or S wood screws. 12 Intermediate anchor bolts shall be located at the centerline of the sill plates w/min.7"embed.5/8"0 Titen HD anchor bolts embedded 6"min.are acceptable at existing stem walls. HOLDOWN SCHEDULE 1'2,3,4' STRAP SCHEDULE 1.2,3,4,5,5 MARK HOLDOWN ANCHOR BOLT EDGE MEMBER MARK STRAP EDGE MEMBER END LENGTH NAILING - NONE NONE 2-2x Si NA NA NA NA 5/8"F1554 Gr.36 1 HDU2-SDS2.5 embedded 10"w/ 2-2x S2 NA NA NA NA Hilt HIT-RE 500 V3 1 HOLDOWN NOTES: 1 Holdowns occur at ends of structural panels and shall fasten to a minimum of(2)studs,unless otherwise noted. 2 Connection hardware is by the Simpson company of San Leandro,California. 3 Provide bolted or nailed connections for the maximum capacity,unless noted otherwise. 4 Connectors in contact with pressure treated wood shall be either post hot-dip galvanized or stainless steel. 5 Where structural panels meet at a corner condition use the holdown with the greater numerical designation. 6 1"Type'B'Anchor:Anchor bolts must be ASTM A307,A36 or better with hex head or nut washer. Minimum embedment 11 'A"into the footing.Minimum edge/end distance 17-A". 7 Anchor bolts shall be placed at the centerline of the sill plates and in the proper location for the installation of the hold downs specified. 8 Use half the required nails in each member being connected. ( ) P\00f A- E 115,-)1- 12,1 0 fS .r x .1 0P\ @ 24"0,C,.,-r . (E) Roof S-t' A l r3 -1"u ii.-- 1/z" totI4, f1.. PIfi CE4AM D 1 .-3- ,4 t hS T7-E:T A t L. 3// r ,. ir A55 e . 4, r"-- ,, j 2 "'i-1 " ScRe Js tr �. 10-4011 I (fv") V.2.'` Pt_ E 61.e 2-x c, SNef�R vi 1.1 Uvtt►-LTil--Priv‘tKJCI �N2" �~ ,� EtzBlock, `C ?'CL fz,0 o f A- .t_. (U N E.L-` t 0 t<,,t A T` -'f“t,i`R C G _ ._. ? (e) jug L L_ st- Ff LL ATc tab .c. w - Lr N,-r,5, TiP(CP t-- KU 1 0 tAJ A-L L C.r)t t IN.) . `t 0 i,, /-T , rN: J A- -r— if:A_7 a , . L-L ti, 5 Q 1,172" 9,'”1" tcjT ,660" e ______._ Q —I 1 0 II U N 76 b CP t, cR 0 4 \. ,I► O a '� tel 0,0676. o 0 a1 ftI _ii 3,9 Nit7 .( 6,21O" .' / 0 ,I' 6,210" / s 5 ru- / 4, 00" / / 6,050" c3 3 .;__ ,..... ...., 2 r _ -r---------. .17 T s-- p � n _G 0 RI \ 0920" 3,610" / / 6,210" / / 4,230' O ("�� 0 sT- rn \ <a 76 Q R S I 4,010" q' - X "e- 6 210" 4' ,01,' siTNI. , \,.. C' / 3.751" / OL_____ , ____I I CIT \Tl '_`+ 1, V 5810" / .7.7_ \ 11101 O3,860" 1,0c,r." • , _., sr a 0 .< oN i_______ , .,>. \s,...„ , 7- I 0920" 3III s.k TA - CHI---= cm N tC 7 c.0 , , M. CT P- z.- C \ 3,970" / 3970" / 2,030" 2A20" ,' 3 ..air3,970" .-- g(Thz{ 4�] 1:... Cd en 0,920" 0 2> 1.I 40 °I'll: -----' \ z_ 002_1.79 b2: mc) <D CD C / ',.(1 7° / 73 C°° Ili o ^,x 7 A- a fl, .0, m 63 D 0 /CHAMPION WINDOWS AND PATIO ROOMS , 1 -). 1 P m m 4"Wail System with Studio Style Roof IS ,1 1, C to `'J pr 1T~) - c,}1 t . —.. r, .?" �t '� " W SECTION DETAILS CHAMPION ENCLOSURE SUPPLIERS L� y ° 12111 CHAMPION WAY,CINCINNATI,OH 45241 } t.g PH:(513)782.3900 FAX (513)782-3903 Ids `;*0 . -- iv._ �,f'.K''.y i .'r'iP.rT .F 'r- ,`,(f[+ iL . r., , °-.IrR:E+" ;i'` It.1,-rr,, :1L' .t 's', ':"t , ,. - `` '� f 1 t. is •.i.. -�-e� I �' rs P OF eT T� fd` tE C 1 a l �rJ:'t ��I°3 i ® a 'M F ICTION - K r'•vY e t Sj-f' CO room t'Tr; -1 k L w e .I k- r a #3,.-..A.7`t'" t�GG'C 12"(i A H 511V. f ig .r f,. ... t'i.L IL `i rr..E:%fV. :J: ';J� t jINTO�' r " ENti WA vi; 1 -A' VOC,F gin= i tiF! GI5rAhl a i, FP' �?-"1 INTO PPN'L( &5) / F ), fr,5,9_1,',; W Nf.�"�`�tY 1 f ltwt. / rJ,af :i" r ti�yil/: a :U ;c J PANEL tf '1r ��_��a 0'/..-P1-1A1-1",, 1Z f ale witcC2,..,i of.„.., Jti rravl .pv�r PAIL-LS r c G o lCGt tCfl1 N L Ar`E >UA.fF, 0. a 0" f tc �,�lL ,'t 1 3�Pvf{ C1"C• C o 7r // FJR ROOF REACTION LCf�"5 = N ART PEP 12 FCS'51P11:11,'r'i MLA' .+ LE173 45 F FC R 511V5 e,• CA 1-- ro L- , Iv / V AAI i'r�17 CP r A 4 �i - r ,EK �,r• �,v ,_ I��a: g r I !� C/PLr 11 5 4 2 L PANEL 0 �, ,.� � NZ'FC1R 1.EtO � .., ,t.A55CEfPi"F.t` SET_ F -- 5' z - .. /f �I �� �f ✓J :✓ ' ' I� ! �/ / o/ %/ t/ IJY^V�w�. 6n:St JS `-- s _ / ) Y/ LL CO. VviN.E`ER TO / �! COAG GEfv"!NG COI I�Yt • ► ` trou-,..,,,. �?."fk�:L:�a; 0 '. 4- TALC E 4 S-EF1;FOR .. / ?EF 12&2 OR I?J8&2 e:FEP CJ l ,.-1. . v ' Q - M�,XI.MUM COLUMN fVL.E 4 5-EFT S FG MAXGVLiM .: O Z I „',. Poo? -.,r v .v `.PACING AUG T.rti-E5 r `r i.-3,...4:4-::' V1INVOW 5P/1CING DETWEEN COLUP.�NS �' yr iJt k W '� )T MT if ' f:' SANG 5A 5f•EE15 "alT Ir1lf UNIT r✓! r ."s. /R x r If ® 1 tJ _ �-- tN/�L 5"SGS OF EYJS i' Z x FOP P�LO,A LE W / .1 G- 11� K I &� h ® 1 W 1 1 9 ! &1 41,r:44:',4ER 5TRUC'la ® V IEI:HT5 -� FOR ROOMS 15TH 5TRJCT. PL PANEL W114.65 0. a A Fa-LI-EIGHT I•EIGHT COLUMN 15 I rt,Iftt V4EFF��.L�v4FL`f.r GFT f { r p A G p A - iAI,I r rt Pv to b_n� , sF wit UE'C N,J�CTI✓1 10 IIll1�(.S ,/�Vv 4 c� =� � •. � � 1 �.tF• :'r'L� � ® / -,��PNS ARE LE55 f� RCJ � :*. t, � pv;.,r � C`r r'`v Y✓ ''� ��UFvI,L ® C":EE Y, a._ N 1 1 ® .:M 1 1 / ':EEf 5 FOR ALLO"rrrSLE GIf" 4'P 5 _ •- "-r;; . "r x�..c J �;3F el o:_x 1;,,. FOR CtLA55 OR NON-SiffJC(1RA-PANEL W1NG5 V CORNER COLUMN PER A FLU F k HF COLUMN MUST GE PROViGEG Af A MINIMUM OF / 20. 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A STRIL11J.AL ANALYSE OF 11•E EXiG ROOF FRAMING MEM(3ER5 C, z , T ; _ • ATAXY-TO CFv'.n'YT-t N•EWLOAV515T3EYON511E`.COPE OF1HI5 Drawn b M,;G v `-WALL Of y: z P, KA ANG Fi0l1.G PEIOP1dGG✓Y C rEr _ �, _ . c• .11 cp ENCLO5t4 (LO/O REV: DATE: v _ o v r� = PEAPINC;) WALL( PA k'f EP i O5 i 4'CON,ICITIE 5 A5 ON GFF;�E ® "f,T10 roomROOF TO EXTG POO:. C' TPdL � � l L - a 7a r; ? #;L1 K% W5 EX"ANC ....`•" EY)STIN " c, ,C ,._ ,\ff 11PJG FlO F G #8 X 2/4"5Mf'c 24° S'R \ \ \ I' 10 51GEWALL 1 ..-1".: C/C'/EFiKALt.'r' _ \ \ 1G lEACER FSR a xVWS E 2 QF 5 �� _ 'SHE T. _ Cf.G S 1x0.13& CON UNUOLLS — I-COL,M,N PER 12 l 44 1 -, I,10 WGQO FP,A,M11,` „1:-• `�` ' 1415 4 T&L FOOTR,6 10 G-EAP N,A FIRM STAPLE 'a' '� °^ 1 1 ( r' r r FPAtJE JN33 - ,, i;4'"X 1 1/2"MJS'-'OI �✓.•' 5i.D2fi✓�HAv1N J.A MiNI MINIMUM 5/tE 5EAPIN6 ► I' t Cr E 1. 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