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HomeMy WebLinkAboutVAIL VILLAGE FILING 12 BLOCK 1 LOT 5T, j j . .f .. I I %% \\ , •� yyam- ( /'^y //� % r LLJ , : c - 1 T7 r .. s R ' s n �d d } # „r V G/ A n x 3� t t t � 33 � 7 f w . q 3 p F w, i Copyright I a Q LIJ a x;00 CL- V) a CL u z-y W . U) jC E� 7� 'O W tf? Q- W:. c Q M" BLOCKING ROOF J015T5 RE; PLAN NAIL WITH (5) -I&d NAILS TO JOIST ON OTHER 51DE OR RIDGE ROOF 5HEATHIN6 12 4 t i , 3 BEVELED TOP PLATE 3 CONTINUOUS GLU - LAM RIDGE BEAM RE. P LAN (4) -2X6 COLUMN _... (3) -2X8 (3 } -2XE� +� { ' { 514" V-0to 2XI2 AT 2' - 0" 2XI2 A T 2'-0" () (3) -2XP5 (5)-2X8 (5) - I2 \/ ROOF SHEATHIN :2XI2 AT 2' -O" (B)-�XC2 5IMP5ON L 4 I 2 ROOF J015T 1 J HU HAN ER (�) 1 r n RE= PLAN 2 F X N 2X12 AT 2 -O 2XI2 AT= 1' -4r' d c► i 53 � f� 4 IM N HAN ER .r T 2 2XI2 X 2 -0" TS X t 2_2 : 1 ► NTV N 4 " f X - i STH I T X 2 A 12 -o } BL�OCKI N G LA_Aj (3) -2Xa (3) -2X5 (5) 2X5 O St (3) 12 V.L. 2XI2 AT I' --4 "' (2) 2X12 S1MP50N HU HANC -DER (3)-�2XI2 VERSA -LAM BEAM RE. PLAN (IN ;WALL) >, _ THRU -BOLTS . .. 2XI2 2XI2 AT 24-011 ^T :20-011 (2) -2X8 (5) -2X8 (5) -2X5 (2) -2X8 COLUMN Tl0 I � 2 I 3 5/4" _' I' -O'" ROOF 5HEATHING �/" � � � ��! f """" t � � � � � ► `� BLOCKING LADDER F#2AM I NCB RE= PLAN ROOF f9RAMIN6z NOT IF I. ROOF 5HEATHING 5/8 (48/24 SPAN RATIN &). STACS&ER PANEL END JO1NT5 AND T=A5T1~N W NAI ITH GLUE AND IOd L5 AT 6 «" MAXIMUM ALL EDGES AND V -O" MAXIMUM OTHER SUPPORTS.. 2. RE: AR CHITECT FOR ROOF SLOPES AND BEARING HEIGHT5. H E (5) , . , 2X8 UN! NOTED OT Ef 5 . QU 4. ALL HEADET25 LONGER THAN 5 . O +" SHALL RE 112E 2 TRIM RIM 5TUD5 AND 2 KING:s 5TUDS EACH 511:>E. N E NOTED OTHERiNIS E, 5. ALL J015T HANGERS 5 I MPSON U TY PE U L 55 O EXTERIOR STUD ROOF Jc7IST5 WA�L.L W 1 TH' RE= FLAN M 6. ALL BEAM TO COL B A CONNECTIONS OTH TOP D BOTTO , S HALL SHEATHING THE I E 'ON U5E 51MPSON PLATE CO NNECTORS UNLE55 NOTED O RW 5 D E T AILS ROOF BEAM E. P AN "T» OVERHP.NG D1MEN51ON5 RE %ARCHITECTURA .. P A L N 5 N 5I MP 5O U HANGS E R5 I N 3 5/4 _ , I -0 I I I I - I I I 1 V-6 1 1 1 1 #4 X = 1 AT 11-4-f _*'-b" CONCRETE51-^5 I I I I u) NITH #4 AT P-4" 1 r EACH NA'r I 11 I 1, � 1 9. � WDOD: I I EXTERIOR 5TUD HALL -/Z-- _#4 X i I 2X 50LID 4"-&" CONCRETE SLAB I I I I I LIVE LOADS USED IN DESIGN: I I I HITH SHEATHIN& . RE. SECTION 1/54 1 1 , I I I I A. ALL FRAMING AND TRUSS LUMBER SHALL BE DOUGLAS FIR, GRADED BY I 4'f-6 CONCRETE . I I I . I I A. ROOF 80 PSF I WESTERN WOOD PRODUCTS-ASSOCIATION AND CONFORMING TO UNIFORM BUILDING HATERPROOFIN& �4 � 5LA5-ON-&RADE FLOOR 5HEATHIN6 '4 1 � 4 - I I I " I . -1 .4 � I ": A - � � . 777 . �'. � I ' 'I , I I CODE AS FOLLOW MEMBRANE EXTEND 1% 44 RE: SECTION 1/54 1 % _\ . A I , I �. 4 . a I 1 4- � db - . � " - I `lllimmmii�im ilill , I 11-611 SHIMS / I - I � I B. 40 PSF � I P-ro" UP HALL = li�_ I - 1 - I I '. PE - -_ I . --- -_ - - - qp I I I 01 dad I I a - 5LO - - ­ - I --- --- 1 2" THICK - +* WIDE ____ I I 411 I - --------------- 0- , I I I I STUD FB - 675 PSI �? = I 't Is I I I I � � � I -_ � . .11 C . WIND 1 (:2)-#4 r" 1z 5L -_ li�_ 11 � . I I . ,� , I -_ . � .! I I - I � I I 1. BASIC WIND SPEED 80 MPH 5* THICK - 5* & WIDER NO. 1 FB = 1350 PS I OPE � , ". I , , 11 / , - , , 4 < I I I 1 2, EXPOSURE B I NOTED ALLOWABLE STRESSES,ARE M IN IMUMS AND FOR NONREPET IT IVE USES PR IOR TO 11 - J. I I a I . � . - , , - 0 060 1 0"M. . . I � 10 - 1 , . � ; I I I , I " I R , , 1 _ < I I I I � I I I I a i, " it= , � . . I I `\ - 0, EARTHQUAKE ZONE 1 2XIO 61_001<fNe . I I � . I I � � I z � I I I L_w --I------.&- I & � I � I --- - `;!� � , m I 0 1 B. PROVIDE I X 4 CROSS BRIDGING NOT OVER 8' ON FOR ALL WOW JOISTS AND 2X . ___ __ __ - \ ;,� "' " I I "I Z4 11 uj I= - , " I I E � LIVE LOADS ARE REDUCED PER CODE IF'APOLICABLE. I SOLID BLOCKING BETWEEN JOISTS AT ALL SUPPORTS. FASTEN ALL WOOD MEMBERS � , 1i; � 1� i I I 00 I , I I I I . WITH COMMON NAILS ACCORDING TO, THE UBC SCHEDULE UNLESS OTHERWISE NOTED. � I " \-HATERPROOFIN6 < < " - 11 ,1 � - I I I � � I I I I I I I I I ,> HITH I �i� � �1-1,11 I CE1 0, I ,2X& TREATEr _ I ,", - 0, I " I I F. BUILDING CODE 1 1997 U.B.C� ", I _� MEMBRANE 0- (O i��, I I I � I!! � _ (/) I C. LAMINATED BEAMS I � 1/:�"<P X 10" AN6HOR. $L I I I I I - I I 1,� 0-00 I ' " � Iq ­i I � �, 2. TEST ING � I I , ALL LAMINATED MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR LARCH AT BOLT AT :2 -O" I "o i � 1 ;� ,,, FLOOR 6HEATHINC, I w - '' �, I I I 'i"i '1,,. , I � I , \a.h I ", ", Lij 00 , I I I I I I PERCENT MOISTURE CONTENT IN ACCORDANCE WITH WGLIB. ALL SIZES SHOM - F �' I i; � 1 I , - 5IMP50N PC COLUMN " , '' Lli I I I �, � 0,0 " , I . I CONTRACTOR SHALL FURNISH OR PROVIDE FOR TESTING AS RE ARE NET. I ', 0 I A. QUIRED t � , I I � I I � � 4 CAP , ,� _j I I BY THE PROJECT SPECIFICATIONS. THE TESTING PROGRAM SHALL BE COORDINATED WITH 2. LAMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH (:2)-#5 10,1� 15T _j 'Ito I I I I I , FLOOR JO I < = 0 I I � I I I I THE PROJECT OANER, ARCHITECT AND STRUCTURAL ENGINEER. I THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF � 1 4' \ _FLOOR SHEATHIN& � RE: PL^N < z <a) I - I STRUCTURAL GLUE LAMINATED TIMBER, LATEST EDITION AS,PUBLISHED BY AITC. I I 0 -_ - > 00 1, I I I I I I ' I all ­� cc I 0 - I �, � I � B. IN THE ABSENCE OF OTHER REQUIREMENTS, THE CONTRACTOR SHALL FURNISH 3. PROVIDE UNITS CONFORMING TO AITC 117, 24FV3 FOR SIMPLE SUPPORT MEMBERS. A I 0 0 1 V) I I I ' I, I I I , I I INDEPENDENT TESTING OF SO I L COMPACT ION, CAST - IN -PLACE CONCRETE STRENGTH AND MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE CLEARLY e- &ARA6E FLOOR JOIST - DLOCKIN61 0 I ,+ t o I I I I ; , I I I . REt PLAN j I :z �! 0 U) r-, I I I I I BOLTING AND WELDING TO THE EXTENT NECESSARY STAMPED ON EACH MEMBER. . I I uj �* - I I , � I I I I I I TO ASSURE CONSTRUCTION IS IN COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS. I � 1, I \ JOIST RE, PLAN I I ::) x LL_ 1 1 .� I I I I I I I - AM RE. PLAN < 0 I 0 m 1� 1 I I 1 D . PLYWOOD DECK AND/OR WAFERBOARD I � BLOCr-IN& \/,L. BF x x 0 r­ I . I I I I , 11 � 1 1 � I 1 � I I 1 3. FOUNDATIONS- 1 . PANEL THICKNESS SHALL BE AS SHOW4 ON THE DRAWING. APPLICATION SHALL BE . � I _V.L. BEAM BE'r'OND (/) < I 0- 0�, 0) , � I . , I I 1 1 I I I , I . , I , �, I I I I I I I I IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD � . - I I I I I I �, I I I NOOD COLUMN I I I I � � I 1 1 � CONTRACTOR SHALL RETAIN A LICENSED SOILS ENGINEER TO INSPECT THE FOUNDATION 2. EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF THE � 'TION , 4 1 1 . I I I � I I I � A. THE ALLOWABLE SOIL BEARING PRESSURE ASSUMED IN DESIGN IS WOO PSF THE ASSOCIATION. I I - 1 I � '' � '5 E (:,. RE!t PLAN , 11 I - " :, I I , I I I I I � EXCAVATION. 'SOILS ENGINEER SHALL VERIFY IN * ITING THE ACTUAL SOILS,CAPACITY IS AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF U.S. - ___� I 1 3/4 = 11-011 . 5IMP50N HD2 - 0 1 1 , I I I I I I . I EQUAL TO OR GREATER THAN ASSUMED. I PRODUCTS STANDARD PSI, LATEST EDITION FOR PLYWOOD, ALL PANELS MICH #5 AT P-4" HORIZONTAL-----�- , - I I 0 / REt . I I , I I I I 11 I I ELEVATIONS HAVE MY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE WEATHER SHALL AND VERTICAL <14 1 . 4" STONE AND T 4 CONCRETE SLAB HITH / PLAN I " I I I I I 1 I I I I I B� ALL FOOTING BEARING SHO*N ARE ASSUMED. EXACT BEARING ELEVATIONS BE OF THE EXTERIOR TYPE. ­ I � #4 AT I'-4" EACH HAY _% %w I 1-1 � 4 1 1 � , . I rr:� I � I , I � I I I � SHALL BE VERIFIED IN THE FIELD WI ACTUAL CONDITIONS BY C4NTRACTOR WITH 3. FOR FLOOR ING USE 3/4 T&G STM - I -FLOOR SHEATH ING NA ILED AT 4 O.C. 4,, 4 FLOOR 5HEEA I wS. 1 . I I � lq� I , 4 4-A 11 I I � I I - - I � � , - I . � 1 , I I I I APPROVAL OF SOILS ENGINEER AND ALL BOTTOM OF FOOTINGS SHALL BE A MINIMUM OF ALONG PANEL EDGES AND AT 10* ALONG INTERMEDIATE SUPPORTS. - .. , I FLOOR 5HEATHIN6 HITH . 1 4 1 " I A r , , ' � 4 1 � .- , , I " �� �4 1 � � 4 1 1 ' 1 1 HATERPROOFIN6 . I , � .11 C%-11 I I I , . I I I I I � � � - � I I I 1 I'd I () . I �, 1 4 1 I I I I I O,C. ALONG PANEL EDGES AND AT 12* ALONG INTERMEDIATE SUPPORTS. �u , .4 � 4 , I I , I - I . MEMBRANE j I I - 16 1 1 " I . I I I I I - (48/24 SPAN RATING) EXPOSURE I SHEATHING NAILED AT 4- � .4. , 'A - - Z� �` - , , , I I I " I 11 I I 1 48" BELOW EXTERIOR GRADE. � 4. FOR ROOF USE 5 /8 I A , � ­ ,., I I I I I I I I / � C . ALL FOOTINGS,ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR ' 51 EXTERIOR AALLS SHALL HAVE ONE LAYER OF 1/2 EXPOSURE I SHEATHING I I T i A6. , 0 il , MA T­4 1 ' I I 1 I - 11 � I I PROPERLY I 1 4 1% - �_,J,­­ 7 �,--, ", ..... .. , , .,,_1 ­­­­ � I . _� 1 ,A �j � � 11 � 1 4 , I I I - N I I �, I CONPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER. BACKFILL'SHALL,BE � I .NAILED AT 6* O.C. ALONG PANEL EDGES. z 1 � � ,­_�, A,�,, N _ � I I I I - � , � I � � a � ir� I 1 �, 11 1, I I I I I I I . I �� I It ,�: ... �: r". " �, , �� , I I �. 1, � � " * � �_: -_ , I- � . � �,, �& . , a , . � - I & � � �� A . I � A,. . A. 4 , a 1, , " I � I I I I I , I I I COMPACTED 95% (MINIMUM) STANDARD PROCTOR DENSITY UNLESS OTHERWISE 6. DIAPHRAGM SHEATHING SHALL BE THE THICKNESS SHOW4 ON PLANS WITH THE I ., � �_ -, "" '',�,: �,�I­,,'�',_ " ­ 1 � 1 , ,� � .1 I � A 1-� 1 9' : , :'_1_1�1, , �� I 'll 1, , I I I � , I I -- - � - , - -_ - � - I I - -mm-4 4-1 � - - - - - - - - - �qlr - I- , � I I I I I I I I � . I RECOMMENDED IN THE SOILS §EPORT� IF SOFT SPOTS ARE ENCOUNTERED REMOVE SOIL I FACE GRAIN PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED. .. q� � RE; PLAN I '' 11 , I I " � I I I I ` 1 I Ili- 44 1 1 "I K I 11 '­ I 1, I I AM RECOMPACT WITH APPROVED FILL. (RE- SOIL REPORT FOR DESCRIPTION OF 1 7. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE AND N % - 1� � 1, " .. .0 � , I � .... -, , 1 , , ,I'- I : I ­ �11 1 1, , I I I I I BEARING SOIL.) I I � GROOVE PANELS OR SOLID WOOD BLOCK BETV0EEN SUPPORTS. A .... �10 I - � T I � � or 1), ��, : " _: � - 11 11 � I I . - � I I � I I I'll "" _� . I . = I .".. , I I � I ; , 1, I ,, I ­ 4 1 a , - I O. DO NOT PLACE BACKFILL AGAINST GARAGE WALLS UNTIL GARAGE FLOOR IS IN PLACE. E. PREFABRICATED WOW MEMBERS S14ALL BE THE TYPE NOTED ON THE DRAWINGS AND 0 I I , , 1, , , I I i4 (m � '' , �� � " " � ; � I I I 1 1 I I , I I ' . 11, I _ ff �, 1. , 111i I I � I '' - I 11 � I I SHALL BE *BCI-JDIST* AS MANUFACTURED BY BOISE CASCADE CORPORATION. 41, Tt I , , . I I I I I 11 I I I , (,-)-#5 - I " I I I I 'yd 'd � I .� I I I I I ALTERNATES SHALL BE REVIEWED BY THE ENGINEER. TO BE CONSIDERED, ALTERNATES . . I 1 4 � I I � I � I I I I I 1, I I I I I 1 17= 1 'A it - I , 11 I I I I 1 1 � I I I I E., CENTER ALL FOOTINGS UNDER %ALLS AND COLUMNS UNLESS OTHERWISE NOTED ON q I b, &EC.,TION I I I I � __ � , I - , , 11 I I 1, I PLANS, I SHALL HAYE,A LOAD CAPACITY IN BENDING, SHEAR,'AND DEFLECTION EQUAL TO OR . _ �p 314 = 0 4!!� ­ 1 1 - I " I I I -O il I I I "" I- I I � I I I I GREATER THAN THE SIZE SHOWN ON THE DRAWINGS. WEB BLOCKING AND BRIDGING TO � FLOOR JOIST 11 "'' �, I � I I I , -q I � I , ' _', � , " � , , , - , I I I '' I I I F. I �' CONTRACTOR TO PROVIDE, AT HIS,EXPENSE,.FIELD DENSITY TESTS ON COMPACTED�FILL BE AS REQUIRED BY THE JOIST MANUFACTURER. RE: PLAN RE: PLAN � . I I � �,41 , I I I �, " , �, " , , , I 1 I - K 01 I �111�v I , I , , , I � 1 11 I I I UNDER FOOTINGS AND INTERIOR SLABS'-dN GRADE. A MINIMUM OF,2 REPRESENTATIVE -1 ? (:22) - # 5 - I I � , I I � I I I ' I I I ," 'I', I , 11 I I I TESTS SHALL BE TAKEN FOVEACH FOOTING AND SLAB-ON-GRADE. I , , F. LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS 541 FLOOR JO 15T I 1:,� I I , I ­1 "I � I I I I c � , y Fmm4 1 � 1� I ­ 11 11, , , 1 I I I I , CAPAC IT IES; FB iiii 2800 PSI, E - 2,000,000 PSI, FC - 750 PSI, FV - 285 PSI. BUILT UP - 2 ----- I I I , , 1 1 I � I I REi PLAN I I , I _� I .11 I '' I I � �, I � I I I I I MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. � I I 2X6 TREATED HITH � I I - :,, I 1, , , - ", � 1, I . I 1� I I I I I I - 1 4� 0 , 1/2' X 10" ANCHOR _�_ I � I I , 11 - �: � �'; " " � , I G. NOTIFY SOILS ENGINEER MEN EXCAVATION IS COMPLETED SO THAT COND ITIONS MAY BE CONTRACTOR SHALL HAVE THE OPTION OF USING 3 1/2' OR 5 1/4" WIDE MEMBERS. I I I 11 I I I I I -1 I 1, - I I I I ''I "I I " I , " I I , I I � I I I I I � ��, , I I I INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE. I � C4 )­ #5 AT :2'-O" HORIZONTAL BOLT AT:2#-O" . I EXTERIOR STUD HALL 1' � '' 11 I I 11 , , , , I : I I I I I I 1 1 . - RTIC P41TH SHEATHIN6 e I I 1:, , " ': I - I 10. , NON - STRUCTURAL ELEMfNTS: . AND VE ,,AL I I I I �:,! , " : ,,,, , " , I I I I . I I - _11,­ I I �5EC�TION 0 A � � I 1 -1 , , , " , , I 1 4. SLAR-ON-GRADt I - I � � c� I I � I ,�, ,� ", I - I I I I � I I 1 1/2" ISOLATION . � I I I " , ,� , I :� , , 11' I- .1 ' I I ,-, 1:, I � I "I I X �' � e 1'�� " A. THE PREPARATION OF THE,SUBGRADE FOR THE SLAB-ON-GRADE SHALLDE IN STRICT I �, � I ''I ­� I - I I : I � - � I ­1 , , I I I .0. "I - I I - I 1 1 :1 - I I I I � _ILS REPORT REFERENCED 0 E. THE ,,,, -----\ , I I I I 1 1 I , , " � � I , I I - I I I I � 1 ACCO I RDANCE WITH THE PROJECT,SO AB V I MOVEMENTS. SUPPORTED 5/4" = 10--oft 4" 5LA5-ON--6RADE 0 �) I 1, , , 1, I I I I � - I I 1 � I I A� ELEMENTS SUCH AS NON-BEARING PARTITIONS, ETC. ATTACHED TO AND/OIR JOINT 4 1 1 1 1 I I BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND OTHER STRUCTURAL I � I I ,�"' I 1 1 I I ''I I 1 1 I � i� 1 4 1 i� , " " 1 1 1 I I I I �, � ; . I CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SUBGRAD9 PREPARATION HITH H.H.F. .,, -1 I � I , , I 1, : I � I I I I - - I " 11 I I I I I I I I , _#5 x AT 2'-O" 4" 6" CONCRETE SLAB . 4111i �� ,.Ill. 0 11 "I I 1, '' I I - I REQUIR04MTS TO THE GEOTECHNtCAL ENGINEER. I B. FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE,PROVIDED AND SHALL MEET I * I �, 1 � 1, I I I I I � I "L (2)_#5 1 - CTION I/S4 I ,., I I �� , , , , 1, 1 I I I - A RE. SE I I ,�_11 ,,, I ,, I ' I � I'l I � � I E OF CONSTRUCTION SPECIFIED BY THE 11 � r 11 4 1 1 1 1 1 -1 I I � � � I I -11 � . , I , 11" I 1 04 " � , I ; 11 - 5. ,, CONCRETE I ARCHITECTURAL DRAWINGS. � 1, . . , I I, 1 � -x; _1x_x ATERPROOHN& 1, I , I I 1 4 , . A , , - _ � � I � � ': I I I __ I I ; � I I I I `� � I I � - I I I I I I I 11 , ,., -�,­ I I A I - I 1 I I , � I I A, , ALL CAST- IN -PLACE CONCRETE SHALL BE MADE WITH TYPE I PORTLAND CEMENT, TONE 11. GENERAL: %.. �. q�j' i 4 SPACE BACKFILL � I " � '' � ; ,, , , I � " � I �, I - I I I x ., X, .. A COMPACTED CRAHL-- - H I 0 , '' 1`1� I � I I 'll I 1, , �-.*�. , 1 ! �;Q� ,6 '4 .. . 0 0 , I � � , � I I _e I , I 1­1 - I I I 11 " 0 .,;.-- � ,�.� 9;��%, , 4 Q � I " � I I , �,'_ 1 � I 1 1 '': I � AGGREGATE AND SHALL DEVELOP 3000 PSI ' COMPRESSIVE STRENGTH IN 28 DAYS. 10 ;,0�1�11�ip. ;,_� �'' . � � - � I - _'� I I ,,I, ',.Ill, I I I � I I I I I I A. I ENGINEER'S ACCEPTA14CE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. � ;. ff � 4 / 51_<>PE� i 1 4 1 1 I I ,,, - 11 - .1 I �"11 " '_1 " I I I � I I " , I , I � - - v I ,� __ � � �, � - �­ � ''I I I '8. CONTRACTOR MAY POUR SLABS-ON-GRADE CONTINUOUS AND TROWELCUT JOINTS. 11 I * ., � I I � 4 1 1 � : � - I , I , � . I - , I 11 I 11 � I I I . 14 3 - I , - � I I 11 I = � I I , I �, : "': , I I 1, 1, , , I B. VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WkLLS WITH MECHANICAL AND I I ' A - 4 I I elk 1 I �', , _ I I I �, I . � - - 4 -` . ; - I ''I � �, 1 I I I I 11 I JOINTS SHALL BE SPACE6 10 FEET AND TROWELCUT 1" DEEP X 1/8" WIDE. CARRY ALL 12 () I "' I T --- 4 �11 I 'I.' I ,�� " I I I ­:� I , ` I 1, I I SLAB REINFORCEMENT THROUGH JOINT. I ELECTRICAL CONTRACTORS, VERIFICATION OF LOCATIONS, SIZES, AND REQUIRED . I I I I 11 If - - 4 1, _ _ I 1. 11 "I I 1 1 11� I I ` 1, , � 1 1 I I I ­ I � , CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY. " , -1 � 12F " , - )_#5 11 � -_ 1 4 1 1 , I I I , I I ` . � � ,. (2 � I I - : � - _,"," "f, % ', 1. I 1, � I , I - -,`� ___�_ . 4 � � I ­ � 1 : , I I , 11 I �,� ,L'­':�,,--"-`�,--,-,,, I , I I - -1 0. SLABS_TOPPING. FOOTINGS, BEAMS AND WALLS SHALL NOT HAVE JOINTS IN A - "" Fn`, I � I I __ , , , , _� , ­ 1 11 I 11 I " , " ,. " , , I - 11 , :, I � , , , , , I I I �­ , ­,, �,�', I ,: , I C. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER - 1 1 �'�,' ,',��,�,,',,, 71 5 I I I , " ��' "/ "I HORIZONTAL PLANE. ANY STOP IN,CONCRETE WORK MUST BE MADE AT THIRD POINT OF 1 :"�,�-,�22" , I I I "I I I "I " : 1 �, I I 1� I I I I I ,, , " " - '­� , � '_ 11 RE* PL AN . �4 , � " �' ," I I I � _� , I 11 � , , I � SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL $HEAR KEYS UNLESS OTHERWISE I ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS , ,,�,� . .. . .. �� ,,�,�;, " � . � 4' 1 1 1 1 1 1 1 1 1 ,, I I , , ,�,,-�",l,�(7,��---,,�,�,�,?,��-""-�,�,�,,,,,,,,� _','�', I � I I � I I I AND SUPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLY DETAILED ON ,T', �,�-, � *1 � ..... , I I'll, " �, I,, I ­ I I �`., �l-I'�,,�,��'-�,,�,,�,�z""-"""��- ­:� -1 �', _11�1'1_ I , , I I I I .SFKM. I , '_"� , , - -1 I I I , I , I I - , """, ��­,, n� '' �, , 11 I I 'l":,- "''Ill , I , I � I I I � - " "'. ,,, " � ..... - I I , 1 � I ARCHITECTURAL AND STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR <�,ONTINUOL15 BEVELED- - 1-11" _11", , �� �,,,, I I I - \ I u :,� '' �, _, ,, � - 1, I - I � ,,,�",�'-��"-"h�l,,�,�,� I >,,� I I I � I 1, - ­ '111111_, 4 ", ­ " I I I - �,,�,',,"';%` �, , '' � I � `,"", 1 �,�% , �`,�'-,',", ,� �, - - �, . 11 I � " �,�,, ,­ I " , I I 11 I I I SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC., REQUIRED FOR INSTALLATION PLATE ,'�, . . . . . I, -��.�,,-,,��,�;-]���,,�,',�,,-->�, I , " " I � , I I I CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE WITH OF , """';�,"", "��_� _­-',,',,- - , , ", ­ , I ' 'I D. ALL I " -, ­­ ^ t iii- � ,.-- "A ' , I I - I ����f� __'� �, � � �� � I I � " ,;,'�,�,,_ -,---""_��;�, " " : I I 1 �,,,' �,�,,� �,­�',,��, ��,,��,,,,,',,,,`,,� l ,'�,,',',Z"�-�',, - ��� , �,�--.:"� -, ��, ' , , ',',',%", I I - I I I I , I'll I _­� , � 4 1 � - I , I � I I HIS ITEMS. � , " , , I I I I 11 I , � - , ` ", , , , ­ I 11 � I I I I " - ", , - , ,,, �; -, I , , '' I k I � I � I I -------------- 14- �,��,-,,,,�,,,,�""",4;,l""', ", - , � I I I I � ,, , , , ��,, '', - �,,,, --,�,,` " ', - I - " 1 � I 1.11, I 1 I I I I AC I BUILDING CODE,318 LATEST EDITION. UNLESS NOTED OTHERWISE ALL EXPOSED I � ­­ - - 1`�, " " " TION E� I I 10 I , ''I', � __,�",;_I,'�' t�=(._.., NEH BLOCKINCS, , -, , , I , I I EDGES OF CONCRETE WOW, SHALLHAVE 3/* INCH CHAMFER. USE STANDARD HOOKS ON ,,---, -,-.';��`�,` ,' '' . � ,-, " , , , � , � � ",,, � ,,, I � � I - , I I , , - I ��, , , , I "I ." I I D. PROVIDE ASPHALTI ATING ON ALL STEEL AND WOW EXPOSED TO THE EARTH. p,LATEFzpROOFIN& , I , , I - , - it - \ _F�LOOR 5HEATHIN& I I 11 I , �1, " " �, - . 11_ �­ � I -1, I I I I 11 " ,,, w I �,� V , 4f , I , I I I I ­­ � 1 I I I - I I B , I I , , � I I I —, 11 � 1 1 - I E. , WATERPROOFING, VAPOR BARRIERS, WATERSTOP, ETC., SHALL BE AS SHOW4 _\ I 1 1/2" ISOLATION JOINT 6ARA6E FLOOR JOIST '_ , , I DOWELS UNLESS OTHERWISE NOTED, C MASTIC-CO 3/4" = -041 , � � ­11 I I I I I � ''I 1 ,6. REINFORCEMENT: P-W UP k4ALL 144 7lil dt, - ­­--- I , , I I � I 11 I " �, , , - , ON THE ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS. 14" EXTERIOR STUD � I I I I I � I � 1, I I I REi PLAN ,- I I � I I I I - 5" STONE AND 6ROUT I I I I I I �_' I � ,,, � I I " � I I I � I . A. ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO ASTM 4"-&" CONCRETE T HALL NITH ,-- � �:) pq -1 I , �, _1 I I I 1 �_ I I EX15TIN& ROOF J015 5HEATHINC7 I I ­ I 1, I GRADE,615, 60 EXCEPT TIES, ,STIRRUPS AND PLATE ANCHORS *HICH SHALL BE F. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD 5LAB-ON-i�5RAE>E / I - - � I 1, '' � I __N . I � : 1 ' I, , , I '­, li; I . (SHORE AS REOUIR,ED) "I I " BLOCKIN& . 1� -11 - � I I - - I I , 3 � � 1 - I DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40. � I ARCHITECTURAL DRAWINGS. � RE: SECTION 1/54 1 -ATEr --------S #5 AT P-4" HORIZONTAL__ V* - I - " I I I I I I I I � I - 1 I 2X6 (TRE ->) HITH - ", , - � A, - I I I I I , , I ,; , , 7 77 � '____� . I I � � I , _ - .� , � , I 1 , , 11, � ­ I I � 11 1, 11 I I G. EXISTING CONDITIONS WERE ASSUMED FOR THE DESIGN OF THE STRUCTURE. IF I % I '�.L",,--, �,, - � , , ­ - I I I I 11 S. WELDED WIRE FABRIC SHALL CONFORM TO ASTM AIB5 AND SHALL 13E LAPPED ONE FULL ::6 (.2)-#4 _. t t "", � , ­ I -,. " " A 4 1 u 11r) - I'' , I I 5LOPF , = 1/2"O X 10" ANCHOR - 527 / AND VERTICAL L.4X4><!��/e; Y41TH 5/5" , , , I " I I I 1 _--- �. :..J r- E30LT AT :2'-5" = I �___, , 1, - ,�: I � I � I 11 � . MESH AT SIDE AND END SPLICES MD WIRED TOGETHER. EXISTING FIELD CONDITIONS VARY FROM THE ASSUMED ONES THE CONTRACTOR SHALL - I I -7ZF- I Alli I 1 #4 X 1 6 11 d� � . � -, XL - : I � STIFFENER PLATE AT I I I " I I � __�_ - V , I I "I 1�1'1 I I I I I I I - I 11 CONTACT THE ARCHITECT AND THE STRUCTURAL ENGINEER FOR VERIFICATION OF THE I I � - . 1h ===:ii m_ 2XIO 5LOC,KIN6 11 - . � I I *'- . � '. - , I I A 2'-O" AND 5/4NVX&" . I I 11 - - 1 I I I I I 1 1 � I C� REINFORCEMENT PROTECTIOW DESIGN. A, I 1 I � . . � � EXPANSION ANCHOR I � I I I I I I - - ___4 - --- - - - - �.� v .X`.­,� . � I I ,�, :�-() d , , ;�,,% ..'�� � I 1 I * -�, - �_ ;�� .�,�% I '* *` " I 11 I I .1 I I 1 3. - - - - r ; c � ; - � O �� 1. , I 1 � I I �11 " � I I 1. CONCRETE POURED AGAINST'EARTH 14=91 1 �14> P , �, �ril_ : � -O" HITH' & -.4 , I 11 1 1 I -, , I NEN EXTERIOR � �;, �i;i;l _* .!"; �(�,,,:-.' , r, � T P I � I I "I I � I I I I I I I � 2. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2' 5HEATHIW-,- ABOVE I ,� � �� �% - _` ` -I 4�4 , . A (TREATED) RAM5F=T I I I I I I I I 1, . I 11 ,� ,�, I I : - 1 3� COLUMNS AND BEAMS (TIE BARS) 1-1/2" 11 �� 4" 5LAB-ON-6RAVE I - AT I'-Ok# 0 1. I 1, � I I 1 1 I �, 1 4. SLABS AM WALLS , (NOT,EXPOSED TO WEATHER) � . 3/4 1 EX15TINC7 ROOF I HITH &X& H2.1 X H.2.1 H,H.F, 4 1 �,� ­'�", � I I -, I � I � I I I I 'll � - I 1 (:2)-#5 A T ON 4" 6RAVEL BASE p . I I I I - I I 11 � I I I I ­- I 11 I D �' NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR.AUTHORIZED ------BLOCI<IW-.y � ' A, " __N 1 � - � I 1 01.4 1 1 ; 11 11 �­ I I I - I I I : I BY THE STRUCTURAL ENGINEER, LAP SPLICES. YHERE PERMITTED, SHALL BE A MINIMUM H 1 A ;0 e ?_ 1/2 5 1/2" DEEP 5LOCKOUT I 1 4 1 � . I I I I I . � 1: - I 1 � I - I I I I I , I INSTALL NEN DOUBLE ,,;, v � � I 1 I � I I I I I I I I I I - I I � I - OF 36 BAR DIAMETER$ UNLESS NOTED, MAKE ALL BARS�CONTINUOUS 11 I,- ` , !F;PILL PLATE IN EX15TIN& /_ (3 h � , ", , � 4 1 , , 11 � I I I AROUND CORNERS. I ,,, ", , I' I � I ',_��` � � - , I I - , , I , I I ­ 1 I I I I I � ""', 1�1 I I � I I I � FLOOR JOIST ­,",", 1^1ALL - ___/ � ka4mmeiiiiiiiiiiiii, , - I I 1 I I I I ", , I - _* --------- �w (Z_#5 Revisions: , - 1, I � I ;� � "', 11 I I I 11 , 11 � 1� I I ) I I I I � "I � I I - ' 1�, _` I - , #5 AT :2'-O" VERTICAL Is - 6 � I I I � I I I I I REs PLAN "," I , -- _____ ____ F I I I I � , E. PLACE TV #5 (PER 8 THICKNESS) WITH V-0 PROJECTION AROUND ALL OPENINGS IN elft I , _ V_____ ____ 1, � I I I " � I CONCRETE WkLLS, SLABS, AND, BEAMS. ALSO PROV I DE TWO #5 X, * - 0 D I AGONALLY AT F_>RIVEHAY 15X15TIN& FOUNDATION 1;� I '' I -1 I I I 'EACH CORNER. I I Le 110 - , L . . e5li AND HORIZONTAL I ' ' I I I I I 1 1 I I I � I � I � I I I 1 1 I 11 L I FLOOR SHFATHINdv ­ 71 ,1 7 , NALL AND FLOOR . I RE- PLAN � , I � ��­ I "I I 1, I I I � , , I U�, " ,',�, SLAB AND STUD HALL 4: _? if ,, e- I I I � I I I , I . � , ,,,,-,, ,3' __? , 1, I I I " ___,-,,_ z - � I I __T () . - -_ ,,, , ,�' - I - I I I � � I F. CONTINUOUS TOP AM BOTTOM BARS IN WALLS AND BEAMS SHALL BE SPLICED AS \ � I COMPACTED CRAHL- , - ­k " ", #5 AT �2'-O" x I _ -1 _� - '. I � I I I ,,�, , � I I I � I FOLLOW- TOP BARS AT MIDSPAN, BOTTOM BARS OVER SUPPORTS. _­ - � 5PA(!:,E! 5ACKFILL , I I ", I - - -_ I I I 1, I I I I I CENTERED I � , I ­. 1 I I - I I I I % A I 1 I 1, � "" I : I I I - I I " I , N I I � I ''I , I , I I I I � ­ , � - � I- 1 1, I I I I I I - � �,� "I, , I , � , . %, I I - I - - _ 611 I I I I I � I - I I I I G. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSITIONS (2)-#5 I #- . . � 1 I . " 1�1­ I I I I I I . I 1 . 1� � I I I � ,,-,, , , " ;1 ", I - I I I I ­­!, ­�­,: ­ I I � I I � - , -W. "',,_- ", -,- I I . 1�1 , .. ,11 ,(�,, �, I 1 ", 0 � 'Z� ,� 11 I � I I SHOM ON THE PLANS� ALL REINFORCEMENT TO BE HELD SECURELY IN PROPER �' � �_, 0.� 1 .;,., I , I", 14 1 "I � I � I 1, I I I - - �, " I . 4 1 1 1 : I I k � � ". .06�� -,�,-�.'.% "; , . 0 ; " ,,, ,, , � I LLL �_ " � I � � 4 A , 1 � 3,r .*,, -, �, I I I 11 I I 1, I I POSITION IN ACCORDANCE WITH THE LATEST EDITION OF ACI 318� -,�`� 0� 11b., ­i-, �, �*_� . , "; --, ti r, 1 �,��-",,,,-,,?,-,,,�,_ . � � I I I I I � 11, - , --) I I ­ I � , 11�"',',,_ I I I I I I -, �, ,_ - . I I I I - � , I 1 , . - � , � I I " ,­­'r"�',' I I I I ; - I I I I � I I I I I I I A . � '�, -, ,,�,, � �, �, � z 4 � F ' A A �3/4" = If-oil I I � I I '' 1 ,,,, ,,, I - I I � , I - �, I I I I 1 7. STRUCTURAL STEEL- I � . '^ m_" . , ,�, L I �5EC,TION 2 , 1 1 1 1 "''I �',�,11 4 1 1 1 1 I'll I I I ' 1 "",�":f_1____ () , ­ � I I I -, I I I I- I ,,_­�,'­ 1, I �_�,­�,­�, " -4 �_7 - � I I I , _> I , I I I I � I I A. 'ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT PIPE COLUMNS MICH _4 -, I I - - I., 1_____,_____(5)_#5 - I � I � I I T I I , , , - � I I I . � 11 I SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500, GRADE 8, LATEST �,,' ,,;�,�,,"­ . N I 4 4 , z I I I I I ,/ I . ,v �,�,', .$ 1 - I I I I - I 1 4. , , , " ''' "", I'll � I 11 11 � . EDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION� ANCHOR 0 � I 1,1_�AAIII­ I \ � =11 � I I" � I I " I I I I � BOLTS SHALL BE A307 STEEL AND MISCELLANEOUS EMBEDDED ITEMSSHALL BE A36 w � b 2X4 KEYHAY ­1 ---- 1____­­ -I-,---,--- I I - I I I I I X � 1 4"-&" CONCRETE SLAB I I I I I I I I I I I I - STEEL. 4 A 4 RE, PLAN RE: SECTION 1/54 1 1 1 1 1 1 I I � I e____i.=_:_=_ __ __ e- 1 , l l I I I I -) I I ' 'I 11, I I �, ; � , 1 I 11 I 18. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH LATEST I i I I - FLOOR -SHEATHIN67 I I I I I I I � '' 11 11 PROVISIONS OF AISC *MANUAL OF STEEL CONSTRUCTION." . A r>RI\1EHA'r1_1_1 ---- ­ _­__ / HITH HATERPROOFIN& I I ,,- 11 ,� I ,; - I '' I I 11 f , I � 1 I I I I , I ��, � I I � . I MEMBRANE I t I'll 11", I I I . I Tb� (,--!, A/clif, , I " I I I I I'll I I I C. UNLESS.OTHERWISE NOTED, USE STANDARD FRAMED BEAM CONNECTIONS WITH STEEL I �5EC-TION 1:.� &EG,TION & - ­,:��' I I - � I � , SLOPE ,,, ,­�', '­� ­ � I t �,,,, �� , I I I I A � " I I I I > - I BOLTS PER AISC "MANUAL OF STEEL CONSTRUCTION* TABLE I I -A WITH A325-N BOLTS OR - I \ /-,- I � " ,., 1", --- I I I I i __ - - -, , - -1 _ 1 1 -0 1, � I �,­ � , ­,'' - I L - I � I I I SELECT C"ECT ION AT EACH SPLICE TO SUPPORT 60% THE * - 3/4" = , _; �', , I I I ',�, � , , I I 11 WELDED EQUIVALENT. -3 14 Z , -------- . I 3/4" = ,,�­"',�:,�,�� , " __ � -, I �1�1 1� I I I I I I I - � I '1'1'_1'y1­� , �L�:r, v '' , , " - .1 I � I 1 I , , " �, " "­ � ", > ":, �e,, OR I LAL I , , - �11'11:1*-�� , '' '� I , I I I TOTAL UNIFORM LOAD CAPACITY FOR EACH GIVEN BEAM AND SPAN. - 1, � ' , ,,, - -.6 - - - - -r! t I opy I I I I I I I I A ', ), -1 I � , � �, , � "I " �' _ - - -_ 1 1 , I I I I I , i I 11 I I I 1 1 � I I I - I I �', _ I',- I I -1 I I � I � I I D� MINIMUM WELDS TO BE AISC AND/OR AWS BUT NOT LESS THAN 3/16 CONTINUOUS FILLET I - - , I - _�_ 5 1/211 4 , 'I I I 1 I 11 I I , I , I I I I I UNLESS OTHERWISE NOTED. ' I - . (2)-#5 1 � I I I I I I I 1 1 11 , - 1, A 4 - I -1 1-11, ­ HATERPROOFIN& ----------" " I I I I I I I I I I I I � I 11� � I � � I " , , , , I I I ' I I I I - 7 :21-011 . 'I, I I ,ktittmjftiAit*,�� � - I I I � � ", I 11, 1 I � i I' , I I I " I I E . I ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY 1 4 CONCRETE - I MEMBRANE EXTEND :2X CONTINUOUS HITH ------\ __,�_ I �.�_�,"�TAALV �41, " I �_ �_ ,, :: - � � I STANDARD QUALIFICATIONS TESTS AS DETAILED IN AWS 01.1� 5L_A5-ON-6RAr_>E I'-&" UP NALL 1/7'4> X 10" ANCHOR - I I'll, x I - %:4- � 11 -41, .. It'r. I 1 4 - ­ �� - � �, I I � � 11 I �A " 4 1 EXTERIOR STUD HALI 0 �� �s Ei�e - I I ,,:, ? : I " ''I , I . ( ) F REs SECTION 1/54 E30LT AT 5'-O" - ��Z,;�,, �!,, I - �,&._ , �1 I I I I q) V41TH 5HEATHIN6 #5 X I FAT 2 4 1 , - ,k-. " , �' v .0 li 0, ." , I � I I � I I I 1 8, � NON -SHR INK GROUT- . - k� 4 � �, I - 0. ?0.1�, , I , � � I I - I I , , I Ili ( I �, 0 1 , , I I , '' 1 , I �, i -1 _E 1i I I I I 0 _, �1 : , I a , ,4 � �� I I , :: 11 1 I 11 I - ,,, " I I I I A. NON-SHRINK GROUT SHALL BE PROVIDED AS FOLLOY& � I I 0� 1/2" ISOLATION , I 1 1 , I I � ­ 1 :, �1: I , � I I I I � I I I I - - 1 11-6 --I-- 12XIO BLOCKIN& < JOINT , . 4 � 4 1 Z", I " I " 11-1 , - I I I 1. BETWEEN STEEL COLUMN BASES AND FOOTINGS. I - I � - I ZFLOORJO15T '- , - I I ­ I = � I � 0 � I I -% PLAN ""' �' - I 2- 0 8 2 ,,, ,'- * - ' I I I I I , 4 ' i. . I V t 1, � -� � - , I : �/ , �, � � , � : � , I I I I I () I I � a I � .0 � A RE �* " - , I 11 I �_ Z, , 1, " � I Z. - . I , � ­ I I I - 1 1 I I -_ H 4 5LAB-ON-&RAVE __? 4 1 1 1 1 !� 1* N , I �� ''I I I I � 1 � I j , I ­ I I I I I , , - ��,":� ,,, � , , I I I I I 11' I I 1 I I It ,�_. � #5 AT I'-O" NE�H EXTERIOR (2)-1*5 ,_ ii, 1 /��ON 4" <� BASE #5 AT �2l-O" HORIZONTAL- � ,4 . I 0 11 , , I I - I � _7 �Ic � N � , I I , I I I � � I I � � - I . I 2XI2 TREATED I I I I 1 4' "I 1- I � - I I � I �', 11 � - I I //' � 5HEATHIN6 ABOVE- CONTI NUOUS , 1. , AND VERTICAL I I I i$�, ­', I I I 11 - I I I I 1 4 f I 1 I I I I , I I I '. 1 EXISTIN& ROOF ,4==11 A LEP6ER HITH 51*'(VXe>j# , .;4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 , I � ''I I I Is I ,A'' . // , , - 11. - ­1 I I I I I I I I -- I I . $5 AT :2'-O" - 1­1 ,_ I )e- x- x,-I- I EXPANSION ANCHOR - -_ I I I � I I l l I 1, � I I 1 1, I 11, . 11 �_ I � I �. , I 10'' � , /,- . I I . , RIM ,JOIST I I � I I . I X = , I I I " I I I �, 1 � I I I I I � I , I . I A ,,� - AT P-6 " I I I I � I I I I I I � 1 - I I VERTI1 CAL - - 1­1 � - I I I I "I I 11: " , I 4 I . � A - * * 1 , :. , 4 f �, I I � 1 1 11 I 'I'll I I - ''I � '. , 1 1 w . I 1 1 I I ... 1. - '�'O'� 14 I � �� I I I - I ; v I " N, m , , � I I I � � I I .1 I I . . . 0 .I)- I I � , I , I �, I I 1, I , \17-4 ,, - , , , 1, I I I I I I � I 11 I I I I L .k,� A 1 14, A , , I ' I .1 4 I , , . 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