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LING SCHEDULE: LUMBER: EXISTING C�NDITIONS GENERAL NOTES: OFFICE
<br /> M plans,ideas,2�*an9emenis znd designs iMlcated
<br /> -re represcenic4 hy these drawings are or.vned by,
<br /> nd 2re ifle pro0erty oP PACIFIC DENTAL SERV[CE$dlFl
<br /> � 1 . ALL LUMBER SHALL �E DOUGLAS FIR LARCH OF THE FOLLOWING 1 . THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE ;�°;n�;e�ea�'Pare,�ce`�PPoo=e���h°�?';neY°;e;e°�
<br /> THIS NAILING IS TYPICAL UNLESS OTHERWISE NOTED OR MIN. GRADES UNLESS OTHERWISE NOTED. SAWN LUMBER SHAL� HAVE A � • INFORMATI�N FOR EXISTING BUI�DINGS HAS �EEN �ASED UPON CONDITIONS BEFORE STARTING WORK. THE ARCHITECT OR ENGINEER PA«F;��E�TA�SER��ESo`>a;Ee°°e"»'S5'°"fr°m 374
<br /> DETAILED. TYPICAL NAILS MAY BE �OX OR SINKER NAILS. LENGTH MOISTURE CONTENT �F NOT MORE THAN 19% DURING CONSTRUCTION. ORIGINAL DESIGN DRAWINGS PREPARED BY: ARCHITECT SHERROD SHALL BE NOTIFIED OF ANY DISCREPANCY.
<br /> SPECIFICALLY DETAILED CONNECTIONS MAY �E ��X �R FASTENER MARSHALL AIA, DATED 03/1 1 /1975 2. NOTES & DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER DRAWING ISSUANCE DATES
<br /> SINKER NAILS ITEM MINIMUM GRADE THESE GENERAL NOTES. BID SET;
<br /> (SEE CONNECTING HARDWARE �ELOW FOR EXCEPTION) STUDS: 2" THICK, 4" WIDE (8'-2" MAX. HT.) STUD GRADE EXOIST NAG �4ND T ONSVARE FOUND T'OTI�E DI�FE�RE�TSFROMHERE 3. ALL MATERIAL 8c WORKMANSHIP SHALL CONFORM TO THE 2015 FOR CONSTRUCTION:
<br /> 1 . JOIST OR RAFTERS TO SIDES OF STUDS 2" THICK, 4" WIDE TO 8" WIDE No. 2 CONDITIONS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL INTERNATIONAL BUILDING CODE AND THE WASHINGTON STATE DATE: REVISIONS:
<br /> 8" INCH JOIST OR LESS 3-16d 3» LIGHT FRAMlNG 2x4, TO 4x4 INCLUSIVE No. 1 NOTIFY THE ARCHITECT/ENGINEER SO THAT A CHANGE ORDER CAN AMENDMENTS WAC 51 -50 CODE
<br /> FOR EACH ADDITIONAL 2 INCHES IN DEPTH BE ISSUED. 4. THE DESIGN, ADEQUACY & SAFETY OF ERECTION �RACING, SHORING,
<br /> OF JOIST 1 -16d JOIST & RAFTERS 2x4, TO 4x16 INC�USIVE No. 1 TEMPORARY SUPPORTS, FORMS ETC., IS THE SOLE RESPONSIBILITY
<br /> 2. DO NOT ALTER OR REMOVE ANY EXISTING SHEAR WALL OR BEARING OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED �Y THE
<br /> 2. BRIDGING TO JOIST, TOENAIL EACH END 2-8d �EAMS & STRINGERS 5" & THICKER, 6" & WIDER No 1 WALLS UNLESS SO IDENTIFIED ON THE DRAWINGS, APPROPRIATE STRUCTURAL ENGINEER. THE CONTRACTOR IS RESPONSI�LE FOR
<br /> a. BLOCKING BETWEEN JOISTS OR POSTS & TIM�ERS 5"x5" AND LARGER No. 1 DETAILS ARE PROVIDED, AND APPR�VED BY THE STRUCTURAL MEANS AND METHODS OF CONSTRUCTION TO INSURE THE STABILITY
<br /> RAFTERS-T4 JOISTS OR RAFTERS- 23/�" ENGINEER AND BUILDING DEPARTMENT. OF THE STRUCTURE PRIOR TO THE APPLICATION OF ALL WALLS,
<br /> TOENAILS EA. SIDE, EA. END 2-10d MISCELLANEOUS LUM�ER BLOCKING, FURRING, ETC. No. 2 ROOF & F�04R SHEATHING AND FINISH MATERIALS. HE SHALL
<br /> b. BLOCKING BETWEEN STUDS, EACH 2-16d ENDNAILS , 3. ADDITIONS TO THE EXISTING STRUCTURE ARE NOT INTENDED TO PROVIDE THE NECESSARY BRACING TO PROVIDE STABILITY PRIOR TO - #
<br /> END 2-10d TOENAI�S 3" DECKING & SHEATHING 2x, 3x, 4x COMM L DEX. BRING THE EXISTING BUILDING UP TO NEW CODE OR INCREASE THE
<br /> SEISMIC OR WIND RESISTANCE OF THE EXISTING BUILDING. ST� THE APPLICATION aF THE AFOftEMENTIONED MATERIA�S. THE
<br /> 3. �LOCKING �ETWEEN J�ISTS OR 10d C� 16" o/c 23� " 2. ALL STRUCTURAL �UM�ER SHAL� �E GRADED IN ACCORDANCE WITH CONTRACTOR IS RESPONSI�LE FOR COMPLIANCE WITH OSHA 21�84BakeYarkwa SU;t�lo�,�keF�rest,cAyz�3�
<br /> RAF7ERS TO BEAM OR TOP PLATE, MIN. 2-10d PER � GRADING AND DRESSING RULES #17 OF THE WEST COAST LUMBER STRUCTURAL ENGINEERS, INC. HAS NOT REVIEWED NOR ANALYZED REQUIREMENTS INCLUDING BUT NOT LIMITED TO THE ADDITION OF cy4y�5y9-°3z° F��:Syy-°3L5 rll���st,�se.�°IIl
<br /> TOE NAIL � �OTI"OM BLOCK 3�� INSPECTION �UREAU AND SHALL BEAR A GRADE STAMP THAT THE EXISTING �UILDING STRUCTURE'S LATERAL FORCE RESISTING ' ' O 20��. sT� st���tur� �;ng�n����s, rr�
<br /> COMPLIES WITH DOC PS 20. SYSTEM SINCE IT IS BEYO��D THE SC�PE OF WORK FUR THIS ANCHOR �OLTS AND/OR TEMPORARY BRACING TO INSURE COLUMN J�BNUMBER: ib-lsz PROJECTENCINEEx: DST
<br /> 4. TOP PLATE TO STUD, END NAIL 2-16d 3" CONTRACT. STABILITY DURING CONSTRUCTION. OBSERVATION VISITS TO THE SITE
<br /> 3. ALL WOOD EXPOSEQ T� WEATHER OR IN C�NTACT WITH SOIL AND BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF . T ,
<br /> 5. STUD TO SO�E PLATE 4-�d, TOENAIL OR 23�8�� ALL WOOD �EARING QN CONCRETE �R MASONRY IF LESS THAN THE ABOVE ITEMS. o w
<br /> STUD TO HEADER BEAM 2-16d, END NAIL 3°° 4'-�" ABOVE GRADE SHALL �E PRESSURE TREATED DOUGLAS FIR. 5. THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR SITE � - x
<br /> 6. DOU�LE STUDS, FACE NAIL 16d � 16" o/c 3" GLUE LAMS SHA�� BE TREATED AFTER FABRICATI�N. PRESSURE ABBRE�IATIONS: SAFETY. ANY FABRICATOR AND ERECTOR SHALL REVIEW THE
<br /> TREATMENT IS NOT REQUIRED FOR EXPOSED MEM�ERS OF CONTRACT D�CUMENTS AND IF THE STRUCTURE, AS SHOWN ON
<br /> 7. DOUBLED TOP PLATES, FACE NAIL 16d C�? 16" o/c 3" HEARTWOOD CEDAR OR REDWOOD WHEN THIS LUMBER IS SPECIFIED. (SEE ARCH'� AND OTHER STANDARDS THOSE DOCUMENTS, IS IN CONFLICT WITH THE REQUIREMENTS OF �,� 4so�?
<br /> 8. TOP PLATES, IAPS AND INTERSECTIONS, „ 4. ALL PRESSURE TREATED WOOD WITH DRILLED HOLES OR CUTS DONE FOR ADD'L) ANY SAFETY REGULATION, THE FABRICATOR SHALL NOTIFY THE °��S��G�.�'�
<br /> 3 AFTER TREATING SHALL �E COATED WITH 2 HEAVY COATS OF A 2� STRUCTURAL ENGINEER (STB) PRIOR TO COMMENCING SHOP l�NAL�
<br /> FACE NAIL 2-16d ALT. = ALTERNATE M.B. = MACHINE BOLT JAN 25, Zoi�
<br /> COPPER NAPTHANETE SOLUTION WITH ONE HOUR BETWEEN COATS. DRAWING PRODUCTION. IF THE FA�RICATOR AND/OR ERECTOR FAIL
<br /> 9. DBL. TOP h' SPLICE (4'-0" MIN.) EA. SIDE OF BUTT 3„ THE COATS SHALL �E APPLIED TO ALL UNTREATED CUTS AND B = BOTTOM N.T.S = NOT TO SCALE TO NOTIFY ST�, AS STATED ABOVE, THEY SHALL �ECOME o
<br /> IN TOP R, FACE NAI�. �-16d HOLES. B. �' _ �ASE PLATE N.S. = NEAR SIDE RESPONSIBLE FOR ALL COSTS FOR CORRECTING SUCH CONFLICTS W � � �
<br /> 5. ALL STRUCTURAL PLYWOOD OR STRUCTURAL SHEATHING SHAL� HAVE BM. = BEAM QPP. = OPPOSITE ON WITH THE REQUIREMENTS OF ANY AND A�L SAFETY REGULATIONS. ►- � � �
<br /> 10. INTERRUPTIONS �F DOU�LE TOP EXPOSURE I GLUE (EXTERIOR) AND SHALL BE IDENTIFIED WITH THE � �
<br /> » » C. = CAM�ER CENTER 6. VI�RATIONAL EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT �EEN W a � �
<br /> PLATES OR SO�E PIATES FOR 1�2 x18GA. STRAP 3 APPROPRIATE TRADEMARK OF THE AMERICAN PLYWOOD ASSOC. - - CONSIDERED BY THE STRUCTURAL ENGINEER. �` 40
<br /> C.J. - C O N S T R U C T I O N J O I N T o/c - O N C E N T E R � J �
<br /> �EAMS, PIPES, OR ETC. w/6-16d EA. END STRUCTURAL PLYWOOD OR STRUCTURAL SHEATHING SHALL MEET THE � = CENTER LINE OWJ = OPEN WEB JOIST 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE � � � �
<br /> REQUIREMENTS OF DOC PS-1 OR DOC PS-2. = o
<br /> 11 . JOIST OR RAFTERS AT ALL BEARINGS- 3 ,► CONC. = CONCRETE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO c,,,� �
<br /> TOENAILS, EACH SIDE 3-8d 2�� A. ALL SHEATHING SHALL BE PLACED WITH A �g" GAP BETWEEN CONT. = CONTINUOUS R = PLATE PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL Q
<br /> PIL. = PILASTER
<br /> ADJACENT SHEETS THE SHEATHING SHEETS SHALL BE TRIMMED CTSK. = COUNTER SUNK EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE 0
<br /> 12. CONTINUOUS RIM JOIST OR RAFTER TO TOP PLATES - P.J. = PRNEL JOINT
<br /> 23�8�� OR MANUFACTURED TO ALL�W FOR THE GAP. ALTERNATELY THE D. = DEPTH PWJ. = WOOD 'I' J41ST EXECUT�ON OF THIS WORK.
<br /> TOE NAIL t� �OTT4M 10d C� 16" o c °�
<br /> � FRAMING MEM�ER SPACING SHALL �E ADJUSTED +yg" FR�M PTDF. = PRESSURE TREATED ~
<br /> 13. 2x LEDGER T� STUDS - NAILS EACH STUD DIMENSI�NS SHOWN ON PLANS T4 ACC4MMODATE THIS GAP. E.F. = EACH FACE 8. DESIGN CRITERIA: W
<br /> E.W. = EACH WAY DOUGLAS FIR 1 . DEAD AND LIVE LOADS �
<br /> 6" LEDGER OR �ESS 2-16d B. �2" SHEATHING MAY �E 15/32" THICK IF MANUFACTURER EXP. = EXPANSION P/T = POST-TENSIONED SEE FRAMING PIANS �
<br /> FOR EACH ADDITI�NAL 2 INCHES IN DEPTH 3" WARRANTS PR�DUCT FQR MOISTURE DAMAGE. E.J. = EXPANSION JOINT (CONCRETE) � J
<br /> OF LEDGER 1 -16d 6. STRUCTURAL MEM�ERS SHALL NOT �E CUT FOR PIPES, ETC. UNLESS 2. SNOW LOADS w w
<br /> F.O.C. = FACE OF CONCRETE SDS = SIMPSON SELF FLAT ROOF SNOW LOAD P = 25 PSF V p
<br /> 14. 1 " BRACE TO EACH STUD AND PLATE, 3$„ SPECIFICALLY NOTED OR DETAILED. F.O.M. = FACE OF MASONRY DRILLING SCREW � �
<br /> 2/ SNOW DRIFT LOADING REQ D �Y L�CAL JURISDICTI4N = NO LL- 0
<br /> FACE NAIL 2-8d 7. 2x SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS F.O.S. = FACE OF STUD SIM. = SIMILAR SNOW LOAD IMPORTANCE FACTOR I = 1 .0 � �
<br /> WHEN SUPPORT IS ON TOP OF A BEAM OR WALL. F.S. = FAR SIDE S.M.S. = SHEET METAL SCREW O w
<br /> 15. �UILT-UP �IRDER AND �EAMS 20d � 32" o.c. C�? TOP g, HOLES FOR BO�TS SHALL �E BORED 1 32" TO 1 16" LARGER - SAME AS SDS GROUND SNOW LOAD Pg = 20.0 J oC �
<br /> 8c BOTTONi 8c � � GLB - GLUE-LAMINATED � � SNOW EXPOSURE FACTOR Ce = � aC w �
<br /> THAN NOMINAL �OLT DIAMETER THIS INCLUDES HOLES FOR ANCHOR g�p,M S.P.C. = STANDARD PIPE COL. F-
<br /> STAGGERED 2-20d AT 4�� � STL. = STEEL THERMO FAGTOR Ct = 1 .0 � z � �
<br /> ENDS AND AT EACH �OLTS IN SILL PLATES.) GRD. BM.= GRADE BEAM 1 ) SNOW LOAD IS UN-REDUCIBLE AND INC�UDES 5 PSF W w U �
<br /> SPLICE 9. ALL 64LTS BEARING ON WOOD SHALL HAVE WASHERS UNDER HEAD HDR. = HEADER RAIN-ON-SNOW SURCHARGE WHERE GROUND SNOW LOAD U � �t � �
<br /> - AND/OR NUT. SEE SCHEDULE. HGR. = HANGER T.O.F. = TOP OF FOOTING IS GREATER THAN ZERO AND 20 PSF OR LESS PER ASCE � _ � � �
<br /> 16. BUILT-UP CORNER STUDS 16d C�? 24" T.�.S. = TOP OF STEEL 7-10 CHAP 7. �
<br /> o/c FACE 3" 1 0. A L L B O L T S S H A L L �E R E-T I G H T E N E D P R I O R T O A P P L I C A T I O N O F H.R. _ H A R D R O C K (C O N C R E T E) T.O.W. = T�P OF WALL 2 V" � � � �
<br /> N A I L PLASTER, PLYWOOD, ETC. HSS - HOLL4W STRUCTURAL T S. = T U B E S T E E L ) SNOW LOAD �ASE ON WA�O/SEAW SHITE PAPER IN � � � j Q
<br /> S E C T I O N LOW-LYING PUGET SOUND BASIN, ASCE FIG 7-1 . w J � w w �
<br /> 1 1 . ALL �OLTS SHALL CONFORM TO ASTM A-3�7 OR ASTM A-36 WITH TYP. = TYPICAL 3) SNOW LOAD IMPORTANCE FACTOR PER ASCE 7-10 TA�LE � F-
<br /> 17. 2" PIANKS AND DECKING - 2-16d EA. �EARING CUT THREADS. Q cC I- � W �;
<br /> K. = KIPS U.N.O = UNLESS NOTED � •5-2• z I- z w � -+-►
<br /> FACE NAIL 16d C� 16" a/c C� 3" 12. CROSS BRIDGING SHAL.� BE PROVIQED AT �'-0"o/c. MAXIMUM FOR c.�, Q ,�
<br /> „ = 3. RISK CATEGORY: = II W p
<br /> CONT. BEARING ALL SAWN JOISTS & RAFTERS MORE THAN 8 IN DEPTH. K.P. KING POST - OTHERWISE o W W z o �
<br /> V.I.F. VERIFY IN FIELD 4. WIND LOADS: � � F- Q ,-� w
<br /> 18. CEILING JOISTS TO PARALLEL RAFTERS, 13. PROVIDE 1 x6 DIAGONAL LET-IN BRACING (AT LLV. = LON� LEG VERTICAL
<br /> FACE NAIL 3-16d 3" APPROXIMATELY 45°) EVERY 25'-0" IN ALL STUD WALLS NOT LLH. = LONG LEG HORIZONTAL w•S. = WOOD SCREW ULTIMATE DESIGN WIND SPEED, Vu�t = 110 MPH
<br /> CEILING JOISTS, LAPS OVER PARTITIONS, SHEATHED. �RACE SHALL RUN CONTINUOUS FROM T�P F� TD SIL� LT. WT. = LIGHT WEIGHT (E) = EXISTING NOMINAL QESIGN WIND SPEED, Vasd= 85 MPH
<br /> FACE NAIL PLATE. ALTERNATE TO 1 x6 MAY BE SIMPSON �WB METAL BRACING. (CONCRETE) (CONSTRUCTION) WIND EXPOSURE = C ��
<br /> INTERNAL PRESSURE COEFFICIENT = f0.18
<br /> 19. WALL SHEATHING GYP. BD., PLYWOOD & ETC. NAILING 14. ATTACH 2x �NAILERS TO STRUCTURAL STEE� WITH 1 /2" DIAMETER (N) = NEW (CONSTRUCTION) COMPONENTS AND CLADDING WIND PRESSURE = 21 .0 PSF � � a
<br /> B�L T S C� 4 -0 o/c. S T A G G E R E D F O R A T T A C H M E N T O F F I N I S H N O T E D (� `"- �
<br /> OR SCREWS PER CODE MIN. OR AS SHOWN ON PLANS AND SHOWN ON ARCHITECTURAL DRAWINGS. 5. SEISMIC DESIGN CRITERIA: � � j
<br /> WITH NAILS OR SCREWS TO ALL STUDS TOP AND SEISMIC IMPORTANCE FACTOR, I e= 1 .0 � � N � W
<br /> BOTTOM PLATES. 15. ALL P O S T S SHALL HAVE CONNECTIONS AT TOP & �OTT�MS WHICH SEISMIC DESIGN CATEGORY: D Q X �
<br /> SHALL BE SIMPSON "CC", "CB", OR "BC HALF BASE" UNLESS � > z � �
<br /> SITE CLASS: D � a � w
<br /> 4NNECTING HARDWARE SPECIFICALLY DETAILED OTHERWISE. SEISMIC FORCE RESISTING SYSTEM: WOOD WALLS WITH � O � o �
<br /> S Q O I..�L
<br /> J O I S T H A N G E R S T I E S T R A P S E T C. 1 6. S I L L P L A T E S N A I L E R S A N D L E D G E R S S H A L L H A V E A M I N I M U M O F R = 6.5 �o = 2.5 W O O D S T R U C T U R A L P A N E L S o � � �
<br /> A L L C O N N E C T I N G H A R D W A R E, , , , � � „ O � w M a
<br /> SHALL BE SIMPSON "STRONG-TIE" UNLESS OTHERWISE NOTED OR T1N0 BOLTS PER PIECE, WITH ONE B4LT LOCATED WITHIN 9 �F EA. � SS= 1 .417 Fa = 1 .0 Sps = 0.944 o z� �
<br /> S H O W N. F I L L A L L C O N N E C T O R H O L E S W I T H S A M E S I Z E A N D L E N G T H E N D O F E A. P I E C E. S� = 0.545 F„ = 1 .5 Sp� = 0.545 U � � � �; �
<br /> NAILS SHOWN IN MANUFACTURERS CURRENT CATALOG. NO 17. LAG BOLTS & WOOD SCREWS SHALL CONFORM TO ASTM A-36 W/ DESIGN �ASE SHEAR = 0.154W �' � `� �
<br /> SUBSTITUTIONS, MODIFICATIONS OR CONVERSIONS Ta NAIL SIZES CUT THREADS. ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE
<br /> ALLOWED. USE OF BOX OR SINKER NAILS IS NQT ALLOWED. 18. LAG �OLTS SHALL HAVE LEAD HOLES �ORED �EFORE INSTALLING.
<br /> H�LE DIAMETERS SHALL BE AS FOLLOWS: SHANK PORTION - SAME
<br /> DIAMETER ANQ LENGTH OF SHANK. THREAD PaRTiON - 0.40 TO
<br /> 0.70 DIAMETER OF THREAD AND SAME LENGTH.
<br /> PROVIDE STD. CUT WASHERS UNDER BOLT HEADS. �
<br /> 19. INSTALL SAWN LUM�ER FOR FLOOR OR R40F MEM�ERS WITH
<br /> NATURAL CROWN SIDE UP.
<br /> 20. CORR4SION RESISTANT FASTENERS W
<br /> z
<br /> A. FASTENERS (NAI�S, WOODSCREWS, LAG SCREWS, ��LTS, NUTS, �
<br /> O
<br /> WASHERS, & �EARING PLATES) IN CONTACT WITH
<br /> PRESSURE-PRESERVATIVE TREATED OR FIRE-RETARDANT TREATED SHEETTITLE
<br /> WOOD SHALL �E OF HOT DIPPED ZINC-COATED GALVANIZED
<br /> STEEL, STAINLESS STEEL, SILICON �RONZE OR COPPER. THE GENERAL NOTES �
<br /> COATING WEIGHTS FOR ZINC-COATED FASTENERS SHALL BE IN
<br /> ACCORDANCE WITH ASTM A153.
<br /> �. FASTENERS �THER THAN FOR NAILS, WOOD SCREWS AND LAG DRAWN BY: DST/SNC
<br /> SCREWS MAY BE MECHANICALLY DEPOSITED ZINC-COATED STEEL 1st SUB DATE:
<br /> . WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM �695, -
<br /> CLASS 55 MINIMUM. 2nd SUB DATE: -
<br /> C. CORROSION RESISTANT FASTENERS ARE NOT REQUIRED IF THE
<br /> START DATE: 10-19-16
<br /> USE OF A SPECIFIC MANUFACTURER'S TREATED WOOD PRODUCTS
<br /> RECOMMENDATIDNS DO NOT REQUIRE THEIR USE. IN THIS �ASE PRo�Ecr No. EVE_WA/#374
<br /> THE MANUFACTURER'S RECOMMENDATIONS SHALL BE IN THE sHEET No. �
<br /> FORM OF A LETTER ON THE MANUFA�TURER'S LETTER HEAD,
<br /> WHICH SHALL �E SU�MITTED TO THE �UILDING DEPT. FOR �
<br /> APPROVAL PRIOR TO THEIR USE OR INSTALLATION.
<br /> PLOT DATE: 1/25/2017 1:19 PM LAST SAVE BY: DRAFTING2 H:\2016\16-192�DETAILS
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