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I � � i : � � - -- - C P� � II �i — _ Ul. r � I I, � � �' - ---- -- CcN _ �;a �; G• _ I . � .I � � ti��� ��-� T� � -- - ' ' a I I :� - � ��T � _�� _ _ ` � ��� f,, ����,� � . ; , � � � _ - - - _- . . ¢ _ 7� , -� ,yl�r� K -- I i � - - -- _ _ __ __ _ , , � r • J __ _ _ . ' __ . ' I� II ��. ///��� . . +� i I _ ' _ � 1 I- _ � � _ � _ if . _ i I I i I I iI li � _ � � � _ _ - li �;� �I � � l I � � I � �� � � . -- - - , { ;. �, � I, 1 _ ! - - � ! - � - �` ' _ � I� � il � � ' - I � � � II 1` tij- f� . -_ -__ -- - ' , '� � !' :� ' �! �� , � � ' � � ' � � I � I �, , �, ; !; � � I ; �►_ �� ' �' - _ � N A � . . ', . ;: � : ' . ': : , � : , , ; : — — _ � , .. : _ _ - - - - - � � . o � � �- � . � �- NG�1"�i �l �yAl" I � N 'l�,' = � ' - �' � _ __ w a � � � � � � � � - �'A :r�: _ r �� ?�1 �.�{�- --- � V O DO12�ti1ER AllD1TION---CON"rINUL ROOF I 1'1'ClI ��� Z - d ' r� u� k; � a - -- -- - — - - - - - - � }^ !'��- , ,� _ � � Gu� ��� r c r�� ; � c5 ___"___ '___.__�_____` __. ______ ___�__- _ r��_A� �� ,lv ✓.-T l . .1i :.. . ;� - � � . __-_ _'.'__ ' _-__ � _ - _ _ " . . __ _ _ - .. _. _ __ - — - - - - - - _ �Y 'a° � i- ., T __ _ -- --- --_---_-__ - - - - — -- Q - - -- - -- - -- ----- - � ---- - — -------- , __ ' .. . ` „u�� n���ry PROJECT: BANNISTER REMODEL �� o �1AE '����% I�l & Nk 2944 :Q� ,��; c^s DATE: JULY 28, 1995 , : STANDARD GENERAL NOTES = �� Q� *: �A 4.Wi ii���� OO`` 1 . LIVE LOADS USED IN DESIGN : '.'9j� o � .• . w...• .,���,OF1C�`�t�� � A. ROOF 100 PSF B. WIND 1 . BASIC WIND SPEED 85 MPH 2. EXPOSURE g C. EARTH�UAKE ZONEI D. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. 2. FOUNDATIONS : A. MAX �MUM SOIL DESIGN PRESSURE 2500 PSF B. THE ALLOWABLE SOIL BEARING PRESSURE ASSUMED IN DESIGN IS 2500 PSF. THE CONTRACTOR SHALL RETAIN A LICENSED SOILS ENGINEER TO INSPECT THE FOUNDATION EXCAVATION. SOILS ENGINEER SHALL VERIFY IN WRITING THE ACTUAL SOILS CAPACITY IS EOUAL TO OR GREATER THAN ASSUMED. C. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOM OF FOOTINGS SHALL BE A MINIMUM OF 48" BELOW EXTERIOR GRADE. D. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR PROPERLY COMPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER. BACKFILL SHALL BE COMPACTED TO 95°/, (MINIMUM) STANDl1RD PROCTOR DENSITY UNLESS OTH 'cRWISE RECOMMENDED IN THE SOILS REPORT. IF SOFT SPOTS ARE ENCOUNTERED REMOVE SUIL AND RECUMPACT WITH APPROVED FILL. (RE: SOIL REPORT FOR DESCRIPTION OF BEARING SOIL.) E. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDI- TIONS MAY BE INSPECTED PRIOR TO PLACEMENT OF ANV FILL OR CONCRETE. 3. CONCRETE : A. ALL CAST- IN- PLACE CUNCRETE SNALL BE MADF WITH TYPE 11 PORTLAND CeIJIcNT, STON 'c AGGRcGATE AND SHALL DEV 'cLGP 3000 P51 COMPRESSIVE STRENGTH IN 28 DAYS. IF CONCRETE SUPPLIER PROPOSES USE OF FLYASH HE SHALL PROVIDE OWNER WITH LETTER INDICATING COST REDUCTION AT TIME OF BID. B . THE MODULES OF ELASTICITY OF ALL CONCRF.TE SHALL EXCEED �Yc� •5 33 f'c TOVm �f Vall �� ��I ��� �� �� ,�� . ���� (OR 57,000 f'c NORMAL WEIGHT CONCRETE). C. CONTRACTOR MAY POUR SLABS-ON•GRADE CONTINUOUS AND SAWCUT JOINTS. JOINTS SHALL BE SPACED 15 FEET AND SAWCUT 1 " DEEP X 1 /8 " WIDE WITHIN ' 12 HOURS AFTER POURING. CARRY ALL SLAB REINFORCEMENT THROUGH JOINT. D. SLABS, TOPPING , FOOTINGS, BEAMS AND WALLS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT THIRD POINT OF SPAN WITH VERTICAI. BULKHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE SHOWN. ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED BY THE ENGINEER. E. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE WITH ACI BtJILDING CODE 318 �ATEST EDITION. UNLESS NOTED OTHERWISE ALL EXPOSED EDGES OF CONCRETE WORK SHALL HAVE 1/2 INCH CHAMFER. USE STANDARD HOOKS ON DOWELS UNLESS OTHERWISE NOTED. 4 . REINFORCEMENT: A. ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO ASTM GRADE 615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICH SHALL BE DEFORMED BARS, ASTM DESIGNATION A6i5, GRADE 40. B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND SHALL BE LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER. C. REINFORCEMENT PROTECTION : 1 . CONCRETE POURED AGAINST EARTH 3" 2. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2" 3. SLABS AND WALLS (NOT EXPOSED TO WEATHER) 3/4" D. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER . LAP SPLICES, WHERE PERMITTED, SHAL� BE A MINIMUM OF 36 BAR DIAMETERS UNLESS OTHERWISE NOTED. MAKE ALL BARS CONTINUOUS AROUND CORNERS. E. PLACE TWO #S {PER 8" THICKNESS) WITH 2'-0 PROJECTION AROUND ALL OPENINGS IN CONCRETE WALLS, SLABS, AND BEAMS. ALSO PROVIDE TWO 3i5 X 4'-0 DIAGONALLY AT EACH CORNER. F. CONTINUOUS TOP AND BOTTOh9 BARS IN WALLS AND BEAMS SHALL BE SPLICED AS FOLLOWS: TOP BARS AT MIDSPAN , BOTTOM BARS OVER SUPPORTS. G. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSI- TIONS SHOWN ON THE PLANS. ALL REINFORCEMENT TO BE HELD SECURELY IN PROPER POSf710N IN ACCORDANCE WITH ACI 318-77. 5. STRUCTURAL STEEL: A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM SPECIFICATIONS A36 EXCEPT PIPE COLUMNS W HICH SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO i0wn ofi V�il � � � � � � � �OPY �� . ���� ASTM A500, GRADE B , LATEST EDITIONS. ANCHOR BOLTS SHALL BE A307 STEEL AND MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. B. STRUCTURAL STEEL SHALL BE DETAILED AND FABAICATED IN ACCORDANCE W{TH LATEST PROVISIONS OF AISC " MANUAL OF STEEL CONSTRUCTION." C. U�LLESS OTHERWISE NOTED, USE STANDARD FRAPAE BEAM SHEAR CONNECTIONS WITH STEEL BOLTS OR WELDED EQUIVALENT. SELECT CONNECTION AT EACH SPLICE TO SUPPORT 60% THE TOTAL UNIFORM LOAD CAPACITY FOR EACH GIVEN BEAM AND SPAN FOR NON-COMPOSITE MEMBERS. D. MINIMUM WELDS TO BE AISC AND/OR AWS BUT NOT LESS THAN 3/16" CONTINUOUS FILLET UNLESS OTHERWISE NOTED. E. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING ; SOCIETY STANDARD �UALIFICATIONS TESTS AS DETAILED IN AWS D1 .1 . F. PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO WITHSTAND ALL CONSTRUCTION AND/0R WIND LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND SHEAR WALLS OR DECKS ARE IN PLACE. - 6. WOOD: A. A�L FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO UNIFORM BUILDING CODE AS FOLLOWS: 2" THICK - 4 " WIDE STUD fb = 800 psi 2" THICK - 6" & WIDER NO. 2 fb = 1250 psi 3" THICK - 6 " & WIDER NO. 1 fb = 1350 psi NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITIVE USES PRIOR TO ALLOWABLE STRESS INCREASES. B . PROVIDE 1 X 4 CROSS BRIDGING NOT OVER 8' ON CENTER FOR ALL WOOD JOISTS AND 2X SOLID BLOCKING BETWEEN JOISTS AT AI.L SUPPORTS. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE UBC SCHEDULE UNLESS OTHERWISE NOTED. C. LAMINATED BEAMS 1 . ALL LAMINATED MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR LARCH AT 12 PERCENT MOISTURE CONTENT IN ACCORDANCE WITH WCLIB . ALL SIZES SHOWN ARE NET. 2. LA �JIINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF STRUCTURAL GLUE LAMINATED TIMBER, LATEST EDITION AS PUBLISHED BY AITC. 3. PROVIDE UNITS CONFORMING TO AITC 117, 22FV8, D.F. FOR CONTINUOUS MEMBERS AND CANTILEVERS AND 24FV3 FOR SIMPLE SUPPORT MEMBERS. . MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE CLEARLY STAMPED ON EACH MEMBER . D. PLYWOOD DECK AND/OR WAFERBOARD 1 . PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION � OYV1; �Y V811 {�,�,� �FIC � COP� � � ��� : , � SHAIL BE IN ACCORDANCE WITH RECONIMENOATIONS OF THE Ah1ERICAN PLYWOOD ASSOCIATION. 2. EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REOUIREMENTS OF U.S. PRODUCTS STANDARD PSI, LATEST EDITION FOR PLYWOOD. ALL PANELS WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE WEATHER SHALL BE OF THE EXTERIOR TYPE . 3 . FOR ROOF USE 3/4 " (49/24 SPAN RATING) EXPOSURE I SHEATHING NAILED AT 4" O.C. ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIATE SUPPORTS. 4. EXTERIOR WALLS SHALL HAVE ONE LAYER OF 1/2" EXPOSURE I SHEATHING NAILED AT 6" O.C. ALONG PANEL EDGES. 5. DIAPHRAGM SHEATHING SHALL BE THE THICKNESS SHOWN ON PLANS WITH THE FACE GRAIN PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED. 6. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE AND GROOVE PANELS OR SOLID �NOOD BLOCKING BETWEEN SUPPORTS. E. PROVIDE BRIDGING PER MANUFACTURER 'S RECOMMENDATIONS UNLESS OTHERWISE NOTED ON STRUCTURAL DRAWINGS, WOOD TRUSSES SHALL BE DESIGNED TO FULFILL STRESS RE�UIREMENTS AND/OR LOADS NOTED ON DRAWINGS. SHOP DRAWINGS SHALL INCLUDE CALCULATIONS AND BEAR THE STAMP OF A REGISTERED ENGINEER. F. LAMINATED VENEER LUMBER A9EMBERS SHALL HAVE THE FOLLOWING STRESS CAPACITIES: Fb = 2800 PSI, E = 2.000,000 PSI, F� = 750 PSI, F� = 285 PSI. BUILT UP MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. CONTRACTOR SHALL HAVE THE OPTION OF USING 3 1/2" OR 5 1/4" WIDE MEMBERS. 7. GENERAL: A. ENGINEER 'S ACCF_ PTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. B . VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WALLS WITH MECHANICAL AND ELECTRICAI CONTRACTORS. VERIFICATION OF LOCATIONS, SIZES, LINTELS, AND RE�UIRED CONNECTIONS ARE CONTRACTOR 'S COMPLETE RESPONSIBILITY. C. PRIOR TO INSTA�LATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER ITEMS TQ BE ATTACHED TO THE STRUCTURE. ENGINEER 'S APPROVAL OF CONNECTIONS AND SUPPORTS SHALL BE OBTAINED . UNLESS SPECIFICALLY DETAILED ON ARCHITECTURAL AND STRUCTURAL DRAWINGS, RESPECl"IVE SUBCONTRACTOR SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC., REQUIRED FOR INSTALLATION OF HIS ITEMS. D. SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEF. R FOR REVIEW OF ALL STRUCTURAL STEEL, LAMINATED WOOD FRAMING MEMBERS, AND TRUSS JOISTS. THE MANUFACTURING OR FABRICATION OF ANY ITEMS PRIOR TO WRITTEN REVIEW OF SHOP DRAWINGS WILL BE ENTIFELY AT THE RISK OF THE CONTRACTOR. E. WATERPROOFING, VAPOR BARRIERS, WATERSTOP, ETC., SHALL BE AS SHOWN ON THE ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS. F. THE USE OF CARDBOARD PAN FORMS WILL NOT BE ALLOWED. USE ONLY NEW STEEL OR FIBERGLASS FORMS. tOWC1 Q� Vgll �F�IC� CQPY 4 �� �' � G . ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD ARCHITECTURAL DRAWINGS. H. SPECIAL NOTE I: ALL PRECAST CONCRETE AND WOOD TRUSS JOISTS; AND ALL (MAJOR OR SPECIAL) STEEL, WOOD OR CONCRETE PRODUCTS WILL REQUIRE SHOP DRAWINGS TO BE SUBMITTED WHICH BEAR THE STAMP OF A REGISTERED PROFESSIONAL ENGINEER. i0wn Of Vetll � � � �I � � COP� S ��""`„ � � cfi I�lonroe & Newell IIgi�ere , [� . "-e-_ �'� ICb� I>U Sl . . Siite y50 JI r,� Mnv<r . C(olorJdo &CO2 5 �r r� FA% (�ttiJ 514-0'.21 CqZ�—O") r - - - - - - - - - - - - - - o - - - - - - - - - - - - - - - - - - , � � T I � I pl I � � � � I � ,, I - - - - - - - - - . - - - - - - - - - - - - - - � I I I \- ="}�o� `i' -"i?o I,J r L I I ��) - # 5 x 3� - � � I I �o" �EGP Ir��o I I �"xl ST, r't-'U rJ �. `- - - - -r ;: - - � ?. 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Z94a ' � Monroe & Newell /!`� F1�Yimrs . Im . i� ``\� iPeo �>�h sl . . S+ile �1+ l.' 11 Ikn�er , fq�p�do Bd.'02 �] (�) E�ti9P Y Y FA% `909) Si1-02."1 D2NEWAY � #4 AT Z4" X I'-�" i � � � ° OQ��°2e�.as°�� I (2)_ u`-, _____ _ �- �� � = _ I E ��� 7 = F Z = F � (1)-s�S AT MID. HEIGHT � 2E: PLAN � ' L � #S AT 24" X STAGGERED b • _ , � r �� cz)- #s I � RE: PLAN S � GT101�I � �/4" = 1'-O TO�r� t►fi V811 ;�� �� � ��� � P ; REVIS;Oh DATE� PROJEGT� DW6. B7 DATE� GK. D. DATE� 7-'�1-95 BAh$JISTER REMO�EL - SIBJEGT� secrioN � .iOFS I`1� Z944 ' J ,� Monroe & Newell �ro , � . 4 \�� IMO I7N SL . . 9uite ;l'O I� 4mer . CnlerM� 04".02 fr � (p03) 6Zi-aP:!') Y FAl( f:�) 531-0'.:1 � EXTE210Q STUD WALL W/ SHEATHING 2 X GONT. W/ S/B" m 4' SLAB-ON-G2ADE X 10" ANCH02 60LT —\ � � ON 4" GRAVEL BASE AT 48' � W j (�)- ¢S CONTINUOUS --- � ��a � �� I Q i — > _ =III � __ ____ _ _� =111 0� 0000�000�Om�Oo _ ' Ilfi I iIII �� -- i/2" ISOLATION JOINT aS AT I'-� � ��� IIII _ . . � / +�S AT 2'-O % ���� STAGGEREO — s I��I ��� � ' (2)-stS GONTIMJOUS I = =1 !II s � GTIOI�I 4 �/4" = 1'-O � o�n�r� �Y Vail .�� � � � � � ���� REVISIOn DATE: FROJEGT� D4/5 B7 DATE� GK. D. DATE� 7 -',I -9S 6ANNISTER fcEMODEL SUBJEGT� SECTION 4 SHEET JOB I`10. 2944 � � Alonroe & Newell � �, ��ro . � . �'� �� ��U s� . . �� � � �,�.r . ��a..� �2 � �-.� PAX �00 68a-0721 � EXTE2102 STUD WALL � t-J/ SHEATY,ING ---- 2E° ��EG "TION 4 � / �� ���J � D°OODo�'O O G �� ° od'O o III �I - III� IIII� I IIII �� ;: *+S AT i'-O � �S AT �" (G)- aa � \. -- \ i )— , — -- - - �TS AT I' -G RE: PLAN \� I•I III =III = � j — F ���= � � uS OOWELS � I � , � -1 AT G' � O - . � , . -� ^ � � � (�)-#4 2E: PLAN , ! � � S � GTI01�I 5 9/4" = 1'-D �OUdn i3f �81� ' �::� � �� � �� �� �� REVISIOIY DATE� PROJEGT� DW6. B7 DATE� GK. D. DATE� 7-�1-95 OANNISTE2 REMOOEL G SUBJEG7� SEGTION S E �. � -- . JOB . 2944 ; � Monroe & Newell i '� ���ra . i� . J 1% �� inen i ;�h s� . sv� u �a hm�•r . C IorMu PO?A2 JO] 629i921 1 FA% 7N 534l�.1 2X I.JITH S/B"� --�� �—OEVELE� PLATE THRU BOLT AT 4'—O 200F SHEATHING SIMPSON A�S CLP—� IZ � I2 RE: ARGH. � . ��E: P,RGH. ROOF JOISTS 2E: PLAN �\ � SIMPSON SLOPED HANGER STEEL BEAM 02 GLU—LA.M RE: PLAN e S � GTIOi�I � '�/4" = I'—O lOUJP� i;I �fSil { � � �� �� �� ����� REV�SIOn DnTE, PROJEGT� pW6. BT DATE� GK. D. DATE� . 7-9I-9S BANNiSTEP REMOOEL SUBJEGT� SECTION G S 1i � . OETAiL_ � �� . �O. ' �944 � i . r my''( Monroe & Ne�well , /! \` Ho`i�ere , Im . "-- U `r „ \,� �eao �7u, s� . s,ii< isn . . f� b 11em•r . coior�do Bb3f�2 Y FAX �3fq; 5540?21 PROVIDE STD. HOOK � IF TENSION Ld. IS �JOT DE'JELOPED g ' . � . , � - �� • 'uu � STO. HK Z— - � - • \ �— i?"P. F7G. REINF. OWC � j ' � � ' �'� - I � . — — � BARS TO MATCH ��— TYP. FTG. 2EIhF. =���� ���� � TENSION Ld. I T �" fi IGAL ST � r'� D � D � OOTt "' � D � TAIL 3/4„ = I'-O . IOd'd7's �;.i ��10 �� � �� � si ' �� �� ' . ..�i � �`es' ���., �L' � � li REV�SIOn DAT6 PROJEGT� pWb. B7 DATE� GK. D. DATE� 7-'�I -9S BANNISTE2 2EMODEL GH i SlJSJEGT� � YPIGAL STEPPED FOOTING T DETAIL JCB r10. � 2944 II q'a 11�nroe & New+ell , !Ii ', ` �ct�ers. Inc. u� \„ 1060 17tl� St . . 9il1� 3'-0 Drn�ar , Colordo 802�2 II 'I (ana� a�-wn T i FA]i l7(11) 5�4-a"1.21 ___"" __ _�_- , � OOLJELS TO MATGH , � S VE2T. (TYP.) �— ''��eIZONTAL REINF. Z4 DIA. � 24 DIA. � i . �1 � � i . ' • ' . � � . . Q g a • o � � S VERT. � N N I H021Z. REINF. TYP. WALL li`iT � RS � GTl01`1 D � TAIL ���„ _ ,._o io�dr� �f �Pail 1� �h'" 11 ��5kd, B � REVISIOn DATE� FROJEG?� DW6� �9T r-JATE� � � "" '' -GK. D. DATE� 7 -�I - 9S 6ANNISTE2 REMODEL. SUBJEGT� WALL INTERSEGTION pETAIL i1 JOB I'1p. 44