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Home My WebLink AboutB13-0048 REV1 PLANS APPROVED i / � � �, �, � � ; � � �s _ _ ._ \ d'g �^4 ' _ ,a,: ��.. i— � � / �.- <�, �-:" '�� sw� 'i �/ JL--I�I4 � �V � � '� NOTES: � �� raa � n � � _ IQ �� i � I. EXAGT DIMENSIONS AND BEAM LOGATIONS SHALL BE '":` �/L'RIFIED IN THE FIELD. � �� , ,, \ k^ � � �� ,` _ � y � � � // — ' � — � ��I � � _ � �I � � / � � 1 � � ` � r� .�I�.�l ii = ��1 ;, _ � � �' �� , �' � � � , � , �� , _ ��'� � � � �� , ��s: I�/ � — �, �� ,--_ , �, � � �—� � EX TING �OLrUF�IN�, �� i.— �� I�.IW II_II—II � � � � TO EMAI�- � �f. � �,�?. � a� ' � �.�1N �4�-� `� EXISTING �4)�X4 I��-_ �� '�'� — ;� �� LUMN� �� 1 GOLUMN TO�EMAIN � � �E —•�� II � �� ` i — 1) It�i�MU�� 1� � � � � ' _ � _ � I � � �� y ' II — �. . t�� '� , 0 _ �; � � ,. � ��XI_ /8" X 8' GL, �� - E L E EXISTING 5 I/8" X 8' ,, �R C�L BE M WITH�V1! 5 I/�r" .2��L2 � TO'R��Mf�Ital I � = �t� B ,�M _ , � i i % , _ 1;' � � ,�� $ ; a�,. � ; f � � � — � ��NEW (4)2X4 __� � i �� 'if �� -L-l3�i`1'iN MINI UM � � I � SXI � BE.fa.M ! � 52 � I ��SPLiC��''� � <� �� _ _ n t Ftg �a�� ,.�; ��su �� ----�-----� f i � - -j ° �� ' +(;��'r/s�'; ��_ �' �—, `�� .E� � ;��\ ,%� ��`' ��,�, � ._, .�.�- . , �, ., � . �, , � �, �, ; a -- ------------� . � � � . _ � : ,� . �. � . _ � � �1� � + �� + �, ,, � ,�-. � z�'�Yr31� � Monroe & Newell MANOR VAIL UNIT 371 Ti-rLr: rR�MiN�pL�N Engineers,lnc. VAIL, COLORADO P.O.Box 1597 D�TE: � 423-2013 �� 70 Benchmark Road,Suite 204 Avon,Colorado 81620 (970)949-7768 FAX(970)949-4054 NO.#6500.371 SCALB:AS SII WN DRAWN I3Y:AVN EMA1L avon@monroe-newell.com _ ��F -� (. i .yN�tlh "pV�V.^� `" � �+'� :f Yp �,� INSTALL �2�—SIMPSON SD5�541� '��°�� r� SCREWS EAGH�RAFT�R/BEAM � � GONNEGTION OR�EINSTALL �' �.,� EXISTING STEEL PLATE GONNEGTORS ?i ,�`f v:.=,, �� ';A, "�� EXISTING�OOF `a,i �-,,,� �RAFT�RS AND � �g� � � DEG�GING ,�_ �` SIMPSON SDS �541� �� "�� s.,� SGRE WS , « ,� :>;� �` NEW 5 I/8" X I�" GL"��'�; — BEAM— �NSTALL IN �_=.v�� PLAGE OF EXISTING g° ��, � 5 I/8" X 8" GL ��'�'6b �,„ '°� � ';, - ��a,a�.��..� � � „__ �� ,:_ '�� °< � -' _.= _�_ ' ,_ � ADD �X4 STUDS TO EXISTING POST TO CREATE (4)2X4 POST MINIMUM � � � � f Ol�l � X 1 � �,�� _ ��-o�� .'��•��5�;�. .��;��;.'.�•.'�� . _�, �:a �:�" � : . ;, . ..}-��rn Monroe & Newell MANOR VAIL UNIT 371 Ti-rLr: s�cTioN sxi Engineers,lnc. VAIL, COLORADO P.O.Box 1597 D�TE: � 423-2013 �� 70 Benchmark Road,Suite 204 Avon,Colorado 81620 (970)949-7768 FAX(970)949-4054 NO.#6500.371 SCALB:AS SII WN DRAWN I3Y:AVN EMA1L avon@monroe-newell.com GENERAL NOTES 1. LIVE LOADS USED IN DESIGN: D. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY B. FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS-D1.1. ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE A. ROOF 100 PSF ARCHITECTURAL DRAWINGS. STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED E. MINIMUM WELDS TO BE PER AISC TABLE J2.4 BUT NOT LESS THAN 3/16" CONTINUOUS UNRESTRAINED UNLESS NOTED OTHERWISE. B. ATTIC 10 PSF FILLET UNLE55 NOTED OTHERWISE. 7. GENERAL C. TYPICAL FLOOR - RESIDENTIAL 40 PSF F. PROVIDE TEMPORARY BRACIN6 AND PRECAUTIONS NECESSARY TO COMPLY WITH ALL STEEL ERECTION STANDARDS AND TO WITHSTAND ALL CONSTRUCTION AND/OR LATERAL A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. D. PUBLIC SPACES 100 PSF LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT LATERAL SYSTEMS AND DECKS ARE IN PLACE. B. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD E. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. CONDITIONS AND ARCHITECTURAL DRAWINGS. 5. WOOD F. CODE USED IN DESI6N: INTERNATIONAL BUILDING CODE, 2012 EDITION. C. CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS. IF CONDITIONS A. ALL FRAMIN6 AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, 6RADED BY ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER. 3. TESTIN6, INSPECTIONS AND OBSERVATIONS: WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO INTERNATIONAL BUILDING CODE AS FOLLOWS: A. THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION. STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE 2" THICK - 4" TO 6" WIDE (WALL STUD ONLY) STUD Fb = 700 PSI CONSTRUCTION; SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED 2" TO 4" THICK - 6" AND WIDER N0. 2 Fb = 900 PSI INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS "SPECIAL 5" THICK - 5" AND WIDER N0. 1 Fb = 1350 PSI INSPECTIONS" AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITVE USES PRIOR BUILDIN6 CODE. TO ALLOWABLE STRESS INCREASES. B. THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS B. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE IBC SCHEDULE SPECIFICALLY WAIVED BY THE BUILDING OFFICIAL. TABLE 2304-9.1 UNLESS NOTED OTHERWISE. 1. STEEL CONSTRUCTION a. ALL WELDING SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION C. LAMINATED BEAMS EXCEPT THE FOLLOWING: 1. ALL LAMINATED MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR LARCH AT LE55 1. WELDING DONE IN AN APPROVED FABRICATOR'S SHOP IN THAN 12 PERCENT MOISTURE CONTENT IN ACCORDANCE WITH WCLIB. ALL SIZES ACCORDANCE WITH SECTION 1704.3. SHOWN ARE NET. b. THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT 2. LAMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORDANCE DURING WELDING OF THE FOLLOWING ITEMS, PROVIDED TNE MATERIALS, WITH THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRZCATION OF WELDING PROCEDURES AND QUALIFICATIONS OF WELDERS ARE STRUCTURAL GLUE LAMINATED TIMBER, LATEST EDITION AS PUBLISHED BY AITC. VERIFIED PRIOR TO THE START OF WORK; PERIODIC INSPECTIONS ARE 3. PROVIDE UNITS CONFORMIN6 TO AITC 117, 24FV8, D.F. FOR CONTINUOUS MADE OF WORK IN PROGRESS; AND A VISUAL INSPECTION OF ALL WELDS MEMBERS AND CANTILEVERS AND 24FV4, D.F. FOR SIMPLE SUPPORT MEMBERS. IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP MEMBERS SHALL BE DESIGNED WITN ZERO CAMBER WITH TOP SURFACE CLEARLY WELDING. STAMPED ON EACH MEMBER. 1. SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16" IN SIZE. c. VERIFY STRUCTURAL STEEL MATERIAL CONFORMS TO ASTM STANDARDS D. PLYWOOD DECK AND/OR ORIENTED STRAND BOARD. SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND 1. PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION SHALL MANUFACTURER'S CERTIFIEO MILL TEST REPORTS. BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD d. PERIODIC VERIFICATION OF HI6H STRENGTH BOLTS, NUTS AND WASHERS ASSOCIATION. FOR CONFORMANCE TO ASTM STANDARDS SPECIFIED IN THE APPROVED 2. EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF THE CONSTRUCTION DOCUMENTS AND MANUFACTURER'S CERTIFICATE OF AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF COMPLIANCE. U.S. PRODUCTS STANDARD PSI, LATEST EDITION FOR PLYWOOD. ALL PANELS e. PERIODIC INSPECTION OF BEARIN6 TYPE CONNECTORS WITH HI6H WHICH NAVE ANY EDGE OR SURFACE PERMANENTLV EXPOSED TO THE STRENGTH BOLTS. WEATHER SHALL BE OF THE EXTERIOR TYPE. 1. WHILE THE WORK IS IN PROGRESS, THE SPECIAL INSPECTOR SHALL 3. FOR FLOORING USE 3/4" T&G STURD-I-FLOOR SHEATHING GLUED AND NAILED DETERMINE THAT THE REQUIREMENTS FOR BOLTS, NUTS, WASHERS AND WITH 10D NAILS AT 6" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG PAINT, BOLTED PARTS AND INSTALLATION AND TIGHTENING IN SUCH INTERMEDIATE SUPPORTS. STANDARDS ARE MET. FOR BOLTS FOR JOINTS REQUIRED TO BE 4. FLOORS SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN TIGHTENED ONLY TO THE SNU6-TIGHT CONDITION, THE SPECIAL PERPENDICULAR TO SUPPORTS WITN END JOINTS STAGGERED. INSPECTOR NEED ONLY VERIFY THAT THE CONNECTED MATERIALS HAVE 5. INSTALL SUITABLE ED6E SUPPORT BY USE OF PLYCLIPS, TONGUE AND BEEN DRAWN TOGETHER AND PROPERLY SNUGGED. GROOVE PANELS OR SOLID WOOD BLOCKIN6 SUPPORTS. 4. STRUCTURAL STEEL E. LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS CAPACITIES: FB = 2800 PSI, E = 2,000,000 PSI, FC = 750 PSI, FV = 285 PSI. A. ALL STRUCTURAL STEEL SNALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS BUILT UP MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS' WHICH SHALL CONFORM TO ASTM 992, (50 KSI) AND EXCEPT PIPE COLUMNS WHICH RECOMMENDATIONS. CONTRACTOR SHALL NAVE THE OPTION OF USING 3 1/2" OR �� SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500, GRADE B, LATEST 5 1/4" WIDE MEMBERS. Sn�'�, • • +,��5�� EDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT NIS OPTION. �`�� • • (� �:;�� ': �._. MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. 6. NON-STRUCTURAL ELEMENTS ' �;-;,+ + ,�y �,.'q��p.- �; a B. ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGNT A. ELEMENTS SUCH AS NON-BEARIN6 PARTITIONS, ETC. ATTACHED TO AND/OR t""?7 � + CONDITION. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND ` OTHERWISE. OTHER STRUCTURAL MOVEMENTS. � '.� C. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION." . z�'�YrYj Monroe & Newell MANOR VAIL UNIT 371 TiTLr: �rNranL rroTrs Engineers,lnc. VAIL, COLORADO P.O.Box 1597 D�TE: � 423-2013 �� 70 Benchmark Road,Suite 204 Avon,Colorado 81620 (970)949-7768 FAX(970)949-4054 NO.#6500.371 SCALB:AS SII WN DRAWN I3Y:AVN EMA1L avon@monroe-newell.com