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ENGINEERS LETTER MASSENGILL ASSOCIATES, P.Acep67 858 CONSULTING ENGINEERING DESIGN AND PROJECT MANAGEMENT 114 E. MAIN ST., P.O. BOX 695 • BENSON, N.C.27504-0695 • (919)894.2071 TO: L /Nb1J004O /✓ FAX, /0 LOCATION: /`*Nfe rf to , £.r DATE S 6 /ITIME 11 Zo FROM: LARRY W. MASSENGILL, FAX: 919.994.7288 TOTAL NUMBER OF PAGES INCLUDING COVER LETTER: 5 IF YOU DO NOT RECEIVE ALL PAGES OR HAVE ANY PROBLEM, PLEASE CALL 919 -894 -2071 * * ** *r * *** �� MESSAGE: iS _ / 7,, t 1 S Pieta of e", _,51.i✓, 1 Z Al7e ui.�Q � fl't7o.41 s,6 r ro z t _ v A I SING =R I 1 A I / J _ NOTICE: IF YOU HAVE RECEIVED THIS DOCUMENT• IN ERROR, PLEASE NOTIFY U9 BY PHONE AT 919- 894 -2071. THE INFORMATION CONTAINED IN THE FACSIMILE TRANSMISSION IS SUBJECT TO HE PROPRIETARY AND CONFIDENTIAL IN NATURE, INTENDED ONLY FOR THE USE OF THE ABOVE NAMED RECIPIENT, I ANY DISSEMINATION, DISTRIBUTION OR COPY OF THIS INFORMATION 'IS PROHIBITED. WE APPRECIATE YOU ASSISTANCE. I A H / it MASSENGILL ASSOCIATES, P.A. me /NSF /L L e2AC A. A /N/ fl7bA0462 Consulting Engineering s&SEr / of •¢ Design And Project Management 116 East Main Street P.O. Box 695 CALCULATED s'' one - Zo - fl 1 BENSON, NORTH CAROLINA 27504-0695 CHECKED BY (919)4942071 FAX (919)4947288 DATE SCALE ' 1- RAN {. F ism # � • t ' • N( in vi 13 _AL s . . • 40 2e,t / � tiA , S� t . S • .. g MASSENGILL ASSOCIATES, P.A. 'r zt i5 S /ig Consulting Engineering SHEET NO J .••• Z OF S— }"' Design And Project Management 116 East Main Street P.O. Box 895 CALCULATE) BY DATE C - 24 --CO BENSON, NORTH CAROLINA 27504 -0895 CHECKED BV 1 an (919)-8942071 FAX (919)-894 -7280 1 SCALA : I . c/s" ta _4I , Z ..74 E►w.6 , a -_77iv �s I 4 ° 4 ' I ; , . . 11 - 4K4-7 Pin-w4" 1- tom {1 I tx $WO e 1 ,6"0%- z - 34 L4yet sd $TOe 1 1 I • • it d •._.o►.t L . • • toxic 1 ( t** • : it v _i 2tf o ,i 2r�P 4'J.Ar� .54le .? r w1 . : MASSENGILL ASSOCIATES, P.A. JOB �E�� JS �' �/ s�!✓q� . Consulting Engineering SHEET NO. S 3 , I or s,-.- 1- Design And Project Management 118 East Main Street P.O. Box 895 CALCULATED SY w1E , 5 -74.: -- O 7 BENSON, NORTH CAROLINA 275040895 CHECKED BY I DATE (919)4942071 FAX (919)8947288 ` ,11 r a I ?44 A G /lava c, wre . { . , . � g era 4 . .. ... ". , 2- gifts 4Qs . d . sak i i sr' c 4 , . r e'xr ,ir - 0vss --�-- . ,tmeraL_ ` t1iu /+CMG '- _ AA?- &QC - eseraT/nls..A! tsa 9 . _. 4 • fr r , 4fr,,, Je i 0 x Z. 4 te9r 1]: [iAt¢ti .. cno P. re Oi . 'PS :°3 014, x • • •M I I • v 1 •J S _ ¢ • • Design No. U301 �� Bearing Wall Rating 2 HR Finish Rating -66 Min. . 1- •- -16" O.C• I 16" O•C• -,-j} \., .7 ...\ . I. 1 . Mi j 4 XN, 1 • 0 • - © .) 2 s 4 fir 1. Neilheede— Exposed or covered with joint finisher. . 2. Joints — Expos .pd or covered with fiber tape and joint finisher. As an alternate, nominal 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer base- board. Joints reinforced. R 3. Nails -13d cement-coated nails 1 -7/8 in. long. 0.0915 in: shank diam, 1/4 in. diam heads, and 8d cement - coated nails 2 -3/8 in. long. 0.113 in. shank diam..9/32 in. diam heads. 4. Wallboard, Gypsum•-5/8 in. thick, two layers applied either horizontally or vertically. Inner layer attached to studs with the 1 -7/8 in. nails spaced 8 In. O.C. Outer layer attached to studs over inner layer with the 2.3/8 in. long nails spaced 8 in. O.C. Vertical joints located over studs. All joint% in face layers staggered with joints in 'base layers. Joints of each bass layer offset with .joints of base layer on opposite side. Canadian Gypsum Co. Ltd.—Types C. SCX, SHX, WRX. Celotex Corp. —Type 1 or FRP. Domtar Gypsum —Type C, 4 or 9. Gsorgia•Pacific Corp_ Gypsum Div. —Type GPFS -C. Gold Bond Bulding Products —Types FSK, FSK-G, -4. FSW, FSW-G, or -4. James Hardie Gypsum —Type Fire X. Pabco Gypsum, A Div. of Pacific Coast Bldg. Products, Inc. —Types C, PG-2, -3, -3W, •3WS, -4, -8 or -C. Standard Gypsum Corp. —Type SGC or SGC-G. United States Gypsum Co. —Type C, IP -X1, IP -X2, SCX, SRC, SHX. WRC or WRX. • 'Bearing the UL Classification Marking