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HomeMy WebLinkAboutAPPROVED,232_installation_instruction(1)L. Roberto Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27023 Manufacturer: Masonite Report #: 514012B 434-688-0609 Date: 10/10/2017 rl lomas(a)lrlomaspe, com Test Report. N/A Product: Double Door with and without sidelites 12'x6'8" (composite frame) Scope: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code 7th edition (2020). Anchor capacity in shear condition: Solid members w/ a w/out gap: a. With threads present in shear plane Fastener type: #10 wood screw (NDS 2018, TR12) Nominal diameter: D: 0190 in Gap: g: 0.0000 in Root diameter: Dr: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: F,, = 80,000 psi Side member: PVC Main member: Spruce -Pine -Fir (G=0.42) Side member thickness: t,= 1.000 in Main member thickness: tm= 1.500 in Side member dowel bearing strength: Fes = 10,000 psi Main member dowel bearing strength: F_ = 3,350 psi Side member dowel bearing length: I, = 1.000 in Main member dowel bearing length: Im = 1.140 in Mode I. Mode I, Mode II Mode III, Mode III, Mode IV qm = 636.5 Ibs/in qs = 1900 Ibs/in A: 0.0005 A: 0.00066 A: 0.00092 A: 0.00105 P = 725.61 Ibs P = 1900 Ibs B: 1.07 B: 0.57 B: 0.5 B: 0.000 Ko = 2.400 Ko = 2.400 C:-681.799 C:-253.623 C: -521.824 C: -93.6 Zm= 302 Ibs Z,= 792 Ibs P = 510 Ibs Ms = 46.8 in-Ibs Mm = 46.8 in-Ibs Ko = 2.400 P = 324 Ibs P = 529 Ibs P = 299 Ibs Min. Design value: Z= 125 Ibs Z= 212 Ibs Ko = 2.400 Ko = 2.400 Ka = 2.400 Duration Factor: Co = 1.6 Z= 135 Ibs Z= 221 Ibs Z= 125 Ibs Allowable Design Value (Zco): Z.= 199 Ibs/anchor Fastener type: 1/4 ITW Tapcon Tabulated values N.O.A. 16-1222.06 Substrate: Hollow block Minimum embedment: 1.25 in Actual edge distance: 2.50 in edge distance spacing (in) 2.00 4.00 2.00 130 161 4.00 163 202 Actual C To C spacing: 3.00 in Allowable Design Value: Z'.= 155 Ibs/anchor (per interpolation when needed) Fastener type: #10 Self tapping screw (Calculations per 2015 Aluminum Design Manual, section J.5.5) Nominal screw diameter: D: 0.190 in Screw root area: A, 0.0151 in2 Actual edge distance: de: 1.085 in Screw shear ultimate strength: F,u 54.0 ksi Per table J3.2 of 2010 Steel Construction Manual 14th Edition Side member material: Vinyl PVC Main member material: 6063-T5 aluminum Thickness: tt 1.000 in Thickness: t2 0.052 in Ultimate tensile strength: Ftui 14 ksi Ultimate tensile strength: Ft.2 22 ksi Nominal strength per bearing (side member): Rn = 21)tiFr i Rnl = 5320 Ibs (Eq J.5-12) Nominal strength per bearing (main member): Rn = 2Dt,Ft z Rn2 = 435 Ibs (Eq J.5-12) Nominal strength per tilting: Rn = 4.2(t23D)112F, Rn = 478 Ibs (Eq J.5-13) Nominal screw shear strength: Rn = A,F,,,/125 Rn = 654 Ibs (Eq J.5-14) Safety factor: 0= 3 Allowable shear and bearing capacity: P. 145 Ibs/anchor Fastener type: #10 Self tapping screw (Calculations per AI5I 5100-16 and AI5C 2017) Nominal screw diameter: D: 0.190 in Screw shear ultimate strength: F,, 54.0 ksi Screw root area: Ar 0.0151 in Per table J3.2 of 2010 Steel Construction Manual 14th Edition Side member material: Vinyl PVC Main member material: Metal framing Thickness: t1 1.000 in Thickness: tz 001. '- Ultimate tensile strength: F„, 14 ksi Ultimate tensile strength: F„ 2 ,lt 1 1' 11 /A% f/ Nominal strength per tilting: Rn = 4.2(t231!1)1/21`2 Rn = 1001 Ibs (Eq E4.3 1-1) ��� L V �% Nominal strength per bearing (side member): Rn = 2.70t,F,, Rnl = 7182 Ibs (Eq E4.3.1-2 and -4) \�.\� str++A� f/ Nominal strength per bearing (main member): Rn = 2.7Dt2F z Rn2 = 1280 Ibs (Eq E4.3.1-3 and -5) 4V + +w tY �1 + + • Nominal screw shear strength: Rn = A,F,�/1.25 Rn = 654 Ibs Safety factor: 3 Allowable shear and bearing capacity: P_ 21818 Ibs/onchor " j ('/+, + Minimum anchor capacity: 145 Ibs/anchor Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. 1 of 4 'FATE OF ,•/ram OR Luis R. Lomas P.E. FL No.: 62514 9/2/2020 L. Roberto Lomas P. E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514012B 434-688-0609 Date: 10/10/2017 rllomas(aDl rlomaspe. com Anchor calculations minimum required anchors 36.38 36.38 Design pressure: 60.0 psf ni ni nzYaz 79.25 ai ni � L 72.75 37,50 36.38 36.38 37.50 All / Y_ Y Y_ � 1 /A4 I 79.25 At A4 Al 147.75 Anchor Locations: Zone Area 2 (ft) Load (Ibs) Ind. (in) Max. O.C. (in) Anchor Result Cap. (Ibs) Q� Load (Ibs) 2.3 138 N/A N/A 145 1 138 OK ff 7.7 463 6.00 21.00 145 5 93 OK 1 7.7 463 1 N/A N/A 145 1 4 1 116 OK Design pressure: 60.0 psf Zone Area (ft2) Load {Ibs) Ind. (in) Max. O.C. (in) Anchor Result Cap. (Ibs) Q ttyy Load (Ibs) Al 2.4 1 146 N/A N/A 145 1 2 73 OK AZ 7.9 473 6.00 21.00 145 5 95 OK A7.8 468 N/A N/A 145 4 117 OK 2.3 138 N/A N/A 145 1 138 OK UL3 7.7 463 N/A N/A 145 4 116 OK Double door 36.38 36.38 6.00 TYP. 6.00 TYP. 18.19 TYR 3.00 TYP. 6.00 79.25 6i 2of4 N�` t11AifLo Jjarf r . TATE 4F f ltffII Luis R. Lomas P.E. FL No.: 62514 9/2/2020 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514012B Date: 10/10/2017 434-688-0609 rllomas(a7trlomaspe. com vv.a.� ........ .................._ 37.50 36.38 36.38 — 37.50 6.00 TYR 18.75 TYP. 6.00 TYP. ti 18.19 TYP l 3.00 TYP. 6.00 18" MAX O.C. 3.25 6.00 Luis R. Lomas P.E. FL No.: 62514 3 of 4 9/2/2020 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514012B Date: 10110/2017 434-688-0609 rllomas anlflomaspe.com Installation instructions: 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 4. ALL FASTENERS TO BE CORROSION RESISTANT. 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI .052" THICK MINIMUM 6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. 7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" UNITS MUST BE ANCHORED THROUGH FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 10. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 4 of 4 �L/0��{f�� Z r_ �. 0 51 {/ O R SOP . 1•�'�'` !fill Luis R. Lomas P.E. FL No.: 62514 9/2/2020 m VG •o do =icy-i O O D i. 3r Zzm �m(Gcmztop L7 O 1Oz �mrvmmT ZmOpN"Iy �yArZOOZorO Z�.�C�N c�2S�{ 2T�O 2z-0) TT� 0Om�nmcrACO�m_mp(l7 N-�VNNn -.mz-.mCTI CVr�dQirb'` m cD=un(my`�iS m�vOOO'isf xN-vNWW[O'tD+9 2z00 z.G>, N�NW cm�vxm !t o0no�v0 m o 2IgAmN �jop . 00 zzm W N 0mom .N�oco� nZ->V) Cz mT0OrtXV'=T`n RArN'[ZOmDrm�i nr � a oz z -z .N. m 0 i. Nz2 m y- x-9 0 mZa:KzO mZ-Zm1ar-DXbZTz zZ. oNiAm0 �N go ov rn 0 4mA0Om2m -i FA - p GZO 6-6mO 5z 2z . ..N�NNW: m-mZv M 0 - O ASATrr�-mv #�+I�y"�, . 15 '.TvDN-JJfD• m zz<S -N � 0 OnZma 0zp -z-mo> M10 In � mXCZn mNm- m2 zzo 4. oo' G%z .-m�mN.ZC+J .W C 06:00 in ~ Ocoz . i Z0 �av mCnm UZ�0� .D. mv�m mm W mZim Cmmpvm TO c oz N ZlcA- NONOmmA21cC 0Q5IZ v C`0tTl� 3(-�3 v O v2 Iv 'orm O Z { mT zZ o I c o xx o mOz mOx p V) N ~ C O N N � -i 2 + + + + + (P tT fT U Npp. - p 000002 N MAX. ERAME HEIGHT 87.875" z I I r l I z mmommC) N o • m 63" MAX 0 0 0 0 0 o boob m D.L.O. + +. + + + z oarnrnrnm 000.0.00� oa000cm v�N -� •-w�-. ro p1 cncn i 0 zA p3 cnouacn 0m a X 0000o y > z c+npx O0 N Z Q 0 }j Z Z Z (J a>a 0 0 .00N Z4 •s w { Y z W m -yru�i rn +++++ tW7i (Wn (m ,tWn (,Wi�mmg 00000 O vX Am mMm • W W W W 14 0 O �C C F- (P (h Gn (T N A m �.......�._.... " �0000-� 0 0 0 0 TON A 6 yI'{rl��'-�T---I1 'T mO0 N m p R N PPA ?OVZ 00000 bbbbbwomX C + t t t + Z O ?A-P -PA Z7 'ro JJJ.J =mT 0000o Nz .- %L1W av Mtn cM. A _ 0000 8' G 17 o m MAX. PANEL HEIGHT 79.250" w� ma A _ f v PRODUCT: EXTERIOR DOOR PRODUCT a� DOUBLE 6'6" GUSED MASONITE INTERNATIONAL CORP. i ? nBERGIAZ D°0R 1955 POWIS ROAD $ 7 18 20 LOGO UPDATE sws PART OR ASSEMBLY: TYPICAL ELEVATIONS o y rn WEST CHICAGO, IL 60185 A i2, 1 » raise upDATES sws �( m i v & GENERAL NOTES NO. DATE 7ffY REVISIONS (� D W J 31" 31" Z 7.375" rn to G) n m = Z 0 OD .i7 p x X w D w = D p = N N m p m _j —CI Nol O O rn O x x d wI I W I z x (-n cn x G) S m m • D m w m m r r \ xm o r - a a D C) w r O r co 1-4 N U 1 a _ cn O d m x w w x O 0 V L7 S p m J X m_ O O Z � x D mrn x �rn�r � D OF o a o -1e- V19 N ZO 1 w OD w o.:ozDZ-1t, T - h 3 r C7 O ru N D N ° ;`;►} 4 MORE EQUALLY SPACED � • _ xm 0 O (l} D o o o N om n o, 5.5" 41.250" v rNn r � mm� 0 In m S' D o � D ,-1�j Z�7 m U) --i G) > C SD a �00�--1 7" c c Rc� ya Mz (}' m ---I N r+ {I = - o m 0 pz-W n �a I �p0� 7.375" �.b $o" § S-4GG) 31". 31 xC� A = mm m O o� M r I z m x PRODUCT: T)M`R MA50N►TE INTERNATIONAL CORP. �" o" uw 1955 POWIS ROAD 18 20 INNERLAYER NOA SWS PART OR ASSEMBLY: m EE � \ A t2 t t7 MISC UPDATES SWS ANCHORING LOCATIONS WEST CHICAGO, IL 60185 NO. DATE BY & DETAILS v� REVISIONS... m m rn I w rn W i b rn m W 4 MORE EQUALLY SPACED (7 4> Cyr N -' D ^rUG)3D-,dDV-rMDDz_DzD_2W Z_ Dzo m S7 )'- Cc) R2CZ9: C- Zo,*T zDo0m 'T�-,ld rn x Cu).o Oz D I 0 ro �tv'yo w0 fir+-iOrodZ�v-pZ 0 31 31" in OClI iD� =Z Zyt/)U3m��Nr 7.375" L7 et ow 02_0M 'il-I m-.=�"(1}m0-lTitj r m Z 0� K>� D0 \Go-az� mmd`?rcn nm D -4O zG-1 fl� Nm• �zo OTI =� r O-i ��dtn m C rsi�� p m cnm � pm� =mr- u-,> x�S � N� --4 c� ,mC zodm-zc==moo m em �zmD j�rr�o 4 F9 ��z� mmc ��c�ipm��rp�Gz� 1 � = m Oo om zm0WQK�rnO0 'T7 m --I r ZO x S 0 >K< mCD -ids ��LIY �-U ili S0 �D A o pWC rr �m�©Cym`lmm �a w rn �7 �_ N r V7 -0 ZDUY m'C'l Wzt>-ym!0M 'm0 �Zd �-r7 .TINmX- to - tn v mod ;v I y cnC) m �lyI m m Dnm �z m I me w w S m m o rn j m� + ' ` gym O Fnm0 Dp m =. M m m m zI �N D z I z 0C? 4 MORE EQUALLY SPACED D D z r r } o r`'l d � 0 2 AS m Sd f -ID �• r'3: � O `� D to :OD- { r-© N r Z� �z n -r 0 i4t z 41.250" w Z T` ��cvy cn D _ N 0 y � CO rTl X U �S A m w w \ (O } yD NOmn O �La rri f f -4 z Ln rrl0o m r � Q rn C -4 m rn0C3 r Gm-7 �ul � d �r7D rn ZD ® =�N C wx o� f4 r r ® oA, rz yAN = dw R0 0D �Oo O ;�o m S r � Z e7 � Y) 70 z w w O "m c � C rn rn m0 z opp ua �D te r r Uzi �� �n 4 r rm " I- C7 G7mx cnxcO nZD z�w �� �xn wo W S _� x ter IIv�i a OZ zoo zz w w (S/l ZD pro (Ao 0 v�o X:E �f 0wz m 0o m i; o 0 �o PRODUCT: m m spa` :nss o MASONITE INTERNATIONAL CORP. W U&E DOOR UNIT 1955 POWIS ROAD 7 / 1$ 20 ANCHOR CORRECTION SWS PART OR ASS EMSLY.. A... 12..1 17 MiSC UPDATES SWS ANGNdRMG LOCATIONS WEST CHICAGC7, i� 60185 It ° NO. DATE BY & DETAiLS N REVISIONS ® � I m 4 MORE EQUALLY SPACED zz o0 O O D AAr z Z m G) G) tr*1 rrG 00. D �' m N � m mA A0 Z. 30 =i rN 4 pp m En N m,u ZOZO DCX2 ci omm=� Z mNOmr ZQ-Di r 00� xm�rz C Il'1 I'� d C b DO r MO In m m o -T` m _AZ (A m m =i Gy T` N NC r-C mC m-Q vi 0y _�z m OON O ZZ _ Ov m 0 O n N yy 0 n Z M xOA Ni _ m 0 f0*110H ���A ON2 aZ yOyZ ZZmO� Z 0 2 OV O� Z ZZ Zy Or2Am -- '�Orn-p0 O T. ci m..0 NNQ N 0. 0 m Qj.� 0 -+ D Z m C-1 N C O A N rn m .y r�+tmmx �mGl m-i z m Z D D D D D A N C O A m Z gx��r 'Dr X0� N 00 Orn _ C f�'N'SI O. z v z -1 '-I Oom - �AO z C � =zz N Z � Z Z Ti-i z z— o rz x --I m G3 z i -T'p. O z 'Z Z.� A;Omm OD 0-„NWA c' z- :0 . T o d c� c� , a y -i. m m m r C O z r-Ar0 -Ijmx- rn_ pOe, x "moo. O Om OA Qzy i m m 100 r prr Z N Zm. 0995Z �AVZm OZ S 'Ti NNZ O y y d (Aj -Ni VI � �'mA .,� O�mom �Om<S 1<*1 S. mCm y y m s_ri P' Nro"m -N{(m orv�or to to mM Om OA in g� fll� mZ=00 ter) 07 � m ui m � � p ��.�d x-oxN m �o -xtima 0 0 0 0 Z mqA y ZO C zM23 aOOA l� G) Vl 'i �ii /A4 co U 10 m� —A U AOjA^Ow t]')^ ��M/) 'N Ox,w N 00 vT. w m z /b A N 0m N �A zm =ro w m zb �OdDZ .e�� cl z z O m0ao cs -DXmm oAzm Ax Am�^mz Ax cmmcyA:'vz -� CJ s (+� wwo.JA� cONi wtnoJA A W A O�Om 55o �D�n r.TN�!''-em/Ai0 �.� �� Vpppzj �.� Z _Nm0 Z0 m4m'S i Am V Z V..-1 mOm O'0'�C.'iC10 �EM Ox m Z c�. o. _ W A z. o. m ZSZ' AO A 1 O.O o. XX� :: oz Om m 00 �I M '1 N o Z � . J J W �N(T Pv N p x to cn cn cn ca MAX, FRAME HEIGHT 81.875Lo i t i i z rn M M M M O N • •• 63" MAX OOOod o ' o0oo m DL.O . N � u+ C O OO OoO� 00000cm �c cn rn w cr tr:C:m d� �rncncn 0 0 0 0 0 3 j S+T (+ZTx� CT D O o 0 O zzz � v D Y D MCI a m ooN �m C cu ,� tvn tnrMrri r ca'o 00oo0 =n Q r=P A C A Am N W U0W CA C o b Umb (T LT tT tT .. ' � o b o O N O A t- i A}4+.4 Nm- OOo0.0 r \ a tI 0 0 0 0 o mA Nao00 00000 000100 N (nA. 'D A SS.. yCm ???J+. AOmv1 M� 'AO JV VVJN '.o F aj � D Gy O O rJ S X r A ti a MAX, PANEL HEIGHT 79150" b W .92 m 6 :0 m o o f ��x i n a PRODUCT: " EXTERIOR DOOR PRODUCT' b m DOUBLE 6'8• OWED MASONITE INTERNATIONAL CORP. o o z y o FIBERGLASS Boon 1955 POWIS ROAD B 7 18 20 LOGO UPDATE SWS PART OR ASSEMBLY: A MISC UPDATES sws II MICAL ELEVATIONS WEST CHICAGO, IL 60185 DATE BY GENERAL NOTES N REVISIONS D o �+ rn t/f r 3' 31 7.375" Z to O - 'm S Z ib Oo 0 p x x D N N r O O N i m o c rn O -+ N r ou �o 0 0 O x x z x cn cn x � N tb CD N fi r = O o Dr �• o _ � r 1 o1-4 o w w m x x O O - f� � S m J t] Lrmi m O 2 b O r r o Ln n YT x b b x � m � r' � b rq b - � o n o a p m r �c z Q Zp D D w l L7 x f�1 x y C0 N X7 p c 4 MORE EQUALLY SPACED O Z i.i>as>t, t N p m r1l pO y �g" D 6. r 5.5" 41.250" r 1 T_ �, V, r o O-i2CU3 _ �7 m � -'I c �> p _ c70m� { I vmu.) m � �- Y rn c� m 2, Om o 00 1 oz W a p O 7.375" b va i� I - - 31" 31" --- Qa� b S f zCo > S S 2 m p o� r Z m a .PRODUCTVTM: 3 6•-8* flees s OWED MASONITE INTERNATIONAL CORP. (N s o 2 DOUBLE DOOR UND PART OR ASSEMBLY: 1955 POWIS ROAD �w ANCHORING LOCAMNs WEST CHICAGO, IL 60185 in REVISIONS DETAILS °; rn t m 4i 4 D rn W JJ 4 MORE EQUALLY SPACED B 7 1$ 2D INNERLAYER NDA SWS A i 2 17 MiSC UPDATES SWS NO. DATE BY cn 41 X0 z 0 Z � 0 (Z � rnm �0 W o v) Z 000 r d0 rrr7 W m m 0� M �C z �U) r*1 S co o M mz z C7 C7 S S 0 M Tc/)�1 0 cn A Cn O v 1— m W --i O Z-oz� ?_WM ciy* \R. o mh?-v0 K: "A M K: Ch g >M ME: C m AKOM z qr- Ku) { OCI Ln gym= m z� zo A r Z.«Q O � On 0D 0 srke r w C CA) z z c� mX W z c� =z as 0m �m zr C �c W--i © m 0 C m� M 00 r m -zi c XI 00 Am 0 DO M m 0gzn�=wa•- W> > __g00vozz�oz zdo=[��OZ-00M m�0rri0 ;v Z r-OM1 A K_rrr10rr--O0m�D��Z 0 C7 _f N Zm—A—t=XV)x7—gr 0 A ,67 * mmO_r-U5 r= m0� om .M0�� �;0-n CAZ >-i\ ��S < mmm o M>EMm -o m�ZQc_*0000 mz Az W00 OCDm�rC7Z ."z=- > 0SD-r1�NO mm-�i T.�WOCpm m u ZZZ ;a C0'3ZOm=;0x m ;;aNmZZ W D f>nr- o G7NAm*m 0 m 0 S A Z � n — �1 A r t (nK D {p!7 Y r0 Z 0 - z (nmI0 1� V�O 2 Zi) � �X ZC N n OW X mi llC E N El u5 DA :v -1 C ``� (a Co In °Om Cf) rO r 0 70 �z ;;u< r mOm (f7 C7 z f Z � p M00 =moo to r M t,e m. fZTI G7 c�a-. Ko co M D p K: Co O m-, r= Z b � z N S O (A C7 C) SO nN Z> o Z (n0 O - yip m, Sr OmZ MZ rn n my, p p C7p y p9r(i a0 >A vCl Cy{ (rl r C Z r-m Ov =o o a 0� Z p ® ® ;y C �X� co n = zA oN n X m Oz Z ZQN ate' ZZ Cn v -JL d g NF Oa p A to X*'--I �-«- mm� n M p0 o" O p c�o..ea w c� r o � y o B 7 1$ 20 CORRECTION SWS a g �n A 12 1 17 ANCHOR MISC UPDATES SWS NO. DATE DCilIC 1/1AIC �" BY N 1371 b 7.375"� m .m b N I- 4 MORE EQUALLY SPACED om :m in B" a a n 8» r O N r 5.5» 41.250" w 7 rn � G! w - rn -j 10MIOR n OOR PRODUCT 11_8' F69?WS5 GL&7EO MASONITE INTERNA77ONAL CORP. LA2s-E BDft uwr 1955 POWIS ROAD OR nsSNG LOCATIONS WEST CHICAGO, IL 60185 ANCHORING LOCAF70NS & DETAILS