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HomeMy WebLinkAboutB13-0119 plans approved � , � � � ` O � � I� 0 1 NEW EXTERIOR 2X6 ' AT I'-4" STUD WALL WITH 7/I6" PLYWOOD SHEATHING AT EXTERIOR AND 5/8" GYP. SHEATHING AT INTERIOR NEW 3/4" OR 5/8" PLYWOOD FLOOR SHEATHING- NAIL AND GLUE TO EXISTING DEG�GING- INSTALL LEVEL WITH EXISTING INTERIOR FLOOR SHEATHING � I�� rr / � � ' J EXISTING DEG�ING Monroe & Newell Engineers,Inc. P.O.Box 1597 70 Benchmark Road,Suite 204 Avon,Colorado 81620 (970)949-7768 FAX(970)949-4054 FMAii.avon@monroe-newcll.com � � � � � �I Y I I/�" = I'-O" SUN VAIL UNIT 21A 605 NORTH FRONTAGR ROAD VVEST VAII„COLORADO NO.#9163 � I NEW (3)-5 I/�" LVL FLOOR BEAM IN WALL NAIL NEW WALL SHEATHINC� TO RIM JOIST WITH 8d X I I/�" NAILS AT 6" EXISTINC� FLOOR— AND DEG� FRAMING OF UNIT ABO�/E NEW HSS 4X4X3/8 BEAM W I TH 2X6 TOP PLATE WITH I/�" m THREADED RODS AT 2'-O"- WELD TO BEAM 3/I6 NEW I/4" X 4" X 5" STEEL PLATE WITH 1/�" � X 3" LAG-BOLT ry N � I � I SECTION AT BEAM END � � � � i v�" = i�-o., NEW DEG� SHEATHING AND WATERPROOFING NEW (3)2X6 GOLUMN �I � �� TITLE: DETAII.S DATE:4-]0-2013 SCALE:1/4"=1'-0" ':j€ _, '�; fi�'VIEV1l�� ':��/I P� _ �te:� _ �����3 ;;' `� t z�- DRAWN BY:AVN S3 � GENERAL NOTES 1. LIVE LOADS USED IN DESIGN: A. EXTERIOR DECK B. TYPICAL FLOOR C. ROOF <4:12 SLOPE D. WIND 3 SECOND GUST FASTEST MILE EXPOSURE 100 PSF 40 PSF 100 PSF 90 MPH 85 MPH B E. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. F. CODE USED IN DESIGN: INTERNATIONAL BUILDING CODE, 2012 EDITION. 2. TESTING, INSPECTIONS AND OBSERVATIONS: A. THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION. STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE CONSTRUCTION; SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS "SPECIAL INSPECTIONS" AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE. B. THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS SPECIFICALLY WAIVED BY THE BUILDING OFFICIAL. 1. STEEL CONSTRUCTION a. ALL WELDING SHALL RECEIVE [ONTINUOUS SPECIAL INSPECTION EXCEPT THE FOLLOWING: 1. WELDING DONE IN AN APPROVED FABRICATOR'S SHOP IN ACCORDANCE WITH SECTION 1704.3. b. THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT DURING WELDING OF THE FOLLOWING ITEMS, PROVIDED THE MATERIALS, WELDING PROCEDURES AND QUALIFICATIONS OF WELDERS ARE VERIFIED PRIOR TO THE START OF WORK; PERIODIC INSPECTIONS ARE MADE OF WORK IN PROGRESS; AND A VISUAL INSPECTION OF ALL WELDS IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP WELDING. 1. SINGLE PASS FILLET WELDS NOT EXCEEDING S/16" IN SIZE. c. VERIFY WELD FILLER MATERIALS CONFORM TO AWS SPECIFICATIONS AND MANUFACTURER'S CERTIFICATE OF COMPLIANCE IS REQUIRED. d. VERIFY STRUCTURAL STEEL MATERIAL CONFORMS TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND MANUFACTURER'S CERTIFIED MILL TEST REPORTS. e. PERIODIC INSPECTION OF BEARING TYPE CONNECTORS WITH HIGH STRENGTH BOLTS. 3. STRUCTURAL STEEL 1 �A` rr � � A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT TUBE MEMBEERS WHICH SHALL CONFORT TO ASTM A500, GRADE B, LATEST EDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION. B. ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT CONDITION. C. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION." D. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS-D1.1. E. MINIMUM WELDS TO BE PER AISC TABLE ]2.4 BUT NOT LESS THAN 3/16" CONTINUOUS FILLET UNlE55 NOTED OTHERWISE. Monroe & Newell Engineers,Inc. P.O.Box 1597 70 Benchmark Road,Suite 204 Avon,Colorado 81620 (970)949-7768 FAX(970)949-4054 F.MATi.avon@monTOe-newelLcom SUN VAIL LTNIT 21A 605 NORTH FRONTAGR ROAD WEST VAII.,COLORADO !`.[i1�iZF1c3 4. WOOD A. ALL FRAMING LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO INTERNATIONAL BUILDING CODE AS FOLLOWS: 2" THICK - 4" TO 6" WIDE (WALL STUD ONLY) STUD Fb = 700 PSZ 2" TO 4" THICK - 6" AND WIDER N0. 2 Fb = 900 PSI 5" THICK - 5" AND WIDER N0. 1 Fb = 1350 PSI NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETINE USES PRIOR TO ALLOWABLE STRESS INCREASES. B. WHEN PRESERVATIVE TREATED LUMBER IS REQUIRED BY CODE ALL CONNECTIONS AND NAILING SHALL BE ADEQUATELY GALVANIZED (DOUBLE DIPPED OR BETTER). C. TREATED SILL PLATE LUMBER MAY BE HEM-FIR, STRUCTURAL #1 GRADE. D. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE IBC SCHEDULE TABLE 2304-9.1 UNLESS NOTED OTHERWISE. E. PLYWOOD DECK AND/OR ORIENTED STRAND BOARD. 1. PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION SHALL BE IN ACCORDANCE WITH RECOMMENDATIUNS OF THE AMERICAN PLYWOOD ASSOCIATION. 2. EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION AND SNALL MEET THE REQUIREMENTS 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 FLOORING USE 3/4" T&G STURD-I-FLOOR SHEATHING GLUED AND NAILED WITH 10D NAILS AT 6" ON CENTER ALON6 PANEL EDGES AND AT 12" ALONG INTERMEDIATE SUPPORTS. 5. EXTERIOR WALLS SHALL HAVE ONE LAYER OF 1/2" EXPOSURE I PLYWOOD OR OSB SHEATHING NAILED WITH 8d NAILS AT 6" ON CENTER ALONG PANEL EDGES AND 12" ON CENTER AT INTERMEDIATE SUPPORTS. ALL PANEL EDGES SHALL BE BLOCKED. 6. FLOOR SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN PERPENDICULAR TO SUPPORTS WITH END 70INT5 STAGGERED. 7. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE AND GROOVE PANELS OR SOLID WOOD BLOCKING SUPPORTS. 5. NON-STRUCTURAL ELEMENTS A. ELEMENTS SUCH AS NON-BEARING PARTITIONS, ETC. ATTACHED TO AND/OR SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND OTHER STRUCTURAL MOVEMENTS. B. FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE ARCHITECTURAL DRAWINGS. STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED UNRESTRAINED �NLESS NOTED OTHERWISE. 6. GENERAL A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. B. WATERPROOFING, VAPOR BARRIERS, ETC., SHALL BE AS SHOWN ON THE ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS. C. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD CONDITIONS. D. CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS. IF CONDITIONS ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER. .`.\%i�V�°Ci� �MPLI,�:�`,:''� • ���, -/�- �t2:__r._____`7 'tA �. �� ,�� l � TITLE: GENERAL NOTES DATE:4-10-2013 SCALE:1/4"=1'-0" � DRAWN BY:AVN S4 � r � i F