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Home My WebLink AboutB08-0315 PlansP0551BLE LOCATION FUR PROP05ED ELECTRICAL PANEL 1I NEW BATHROOM TO BE CREATED 16 �I.mgmlluo EXISTING BATHROOM TO BE RECONSTRUCTED WITH NEW FIXTURE5 AND FINISHES 16 FULL WIDTH STORAGE GABINET ABOVE NEW BUILT -IN CLOSET CABINE ON EACH 51DE OF 5PAGE FOR TV WITH CABINET BELOW. ALL EXP05ED SURFACES ARE TO BE MIRRORED (VERIFY DE516N WITH THE OWNER) POSSIBLE LOCATION FOR PROPOSED ELECTRICAL PANEL 11 EXISTING WOOD BEAMS AND WOOD CEILING ARE TO BE REFIN15HEP (TYPICAL) l _J NEW WOOD FRAMED WALL TO BE CONSTRUCTED AND CENTERED BELOW THE EXISTING WOOD BEAM (VERIFY WIDTH OF WALL FOR APPLIED DRYWALL TO GOVER THE EXISTING BEAM) A�,--A LOJIj-- o 5'_51 N tX? � II II m II it {I II II I I II I! II !{ II n GABINET ABOVE- cv RRIpo12 ii 0 ( I 4FR tJ I ! R� NGE SINK KITCHEN N ENTt?Y 5ATH -2 I { } I n� r _ 26- 7 0 1 2-8 3/4' CABINET { ABOVE } { CABINET I I ! j PANEL { I i EXI5TIN6 WOOD I I f BEAM TO BE I I I BEDROOM REPLACED I I (SEE STRUGT.) } 1 � E I I 1 375 II � II 2'-4' T j L I r/ LJ t 1 I l . - GC, RRIDOR f REPLACE THE EXISTING EXISTING WOOD BENCH (VERIFY DESIGN COLUMN TO WITH THE OWNER) REMAIN EXISTING HOOD COLUMN FIREPLACE TO BE REPLACED WITH NEW GAS UNITE EXISTING WOOD COLUMN TO BE REMOVED (SEE 5TRUCT) +/- 26'-I° DECK DECK 4*4A F-0701 ry EXISTING HALLS TO BE REMOVED T- CL • 1 � � ss ` i t t i t E � T- CL Pote : 5125108 ReV150d: Sheet lumber HAVE TO Bt ELIMINNI tU UK MI - I IC I CU YCK I UYYN Ul VAIL Kt UUIKt:: ICN I t,% I IT= I" I'KdJI"CK I I MANAGER HA5 INDICATED THAT 5OME BUT NOT ALL. SURFACE5 IN THIS UNIT HAVE BEEN TE5TED, E ( 4 T =7 A56E5TO5 WA5 PRESENT AND A REPORT 15 ON FILE WITH H15 OFFICE. VERIFI'' WHAT HA5'BEEN TE5TED AND PROVIDE ADDITIONAL TESTING A5 REG2UIRED BY THE TOWN OF VAIL. ��- - BEN6I-1 / STORAGE EXI5TING WOOD COLUMN TO REMAIN EXISTING WALLS TO BE REMOVED ( TYPICAL) MURPHY BED I 13UILT -IN CABINET r i t t i Pote : 5125108 ReV150d: Sheet lumber HAVE TO Bt ELIMINNI tU UK MI - I IC I CU YCK I UYYN Ul VAIL Kt UUIKt:: ICN I t,% I IT= I" I'KdJI"CK I I MANAGER HA5 INDICATED THAT 5OME BUT NOT ALL. SURFACE5 IN THIS UNIT HAVE BEEN TE5TED, E ( 4 T =7 A56E5TO5 WA5 PRESENT AND A REPORT 15 ON FILE WITH H15 OFFICE. VERIFI'' WHAT HA5'BEEN TE5TED AND PROVIDE ADDITIONAL TESTING A5 REG2UIRED BY THE TOWN OF VAIL. ��- - BEN6I-1 / STORAGE EXI5TING WOOD COLUMN TO REMAIN EXISTING WALLS TO BE REMOVED ( TYPICAL) MURPHY BED I 13UILT -IN CABINET r a. 0 M v M 03 0 a N tt) Q 00 m v ti W m 0 a 4 GENERAL NOTES 1. LIVE LOADS USED IN DESIGN: A. ROOF 100 PSF B. TYPICAL FLOOR — RESIDENTIAL 40 PSF C. TYPICAL FLOOR — PUBLIC 100 PSF D. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. E. CODE USED IN DESIGN: INTERNATIONAL BUILDING CODE, 2003 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 BU 1 LD ING CODE. 3. MOD A. ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO INTERNATIONAL BU ILD ING CODE AS FOLLOWS: 2" THICK — 4" TO 6" WIDE (WALL STUD ONLY) STUD Fb = 700 PSI 2" TO 4" THICK — 6" AND WIDER NO. 2 Fb = 900 PSI 5" THICK — 5" AND WIDER NO. 1 Fb = 1350 PSI NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITVE USES PRIOR TO ALLOWABLE STRESS INCREASES. B. WHEN PRESERVATIVE TREATED LUMBER IS REQUIRED BY CODE ALL CONNECTIONS AND NAILING SHALL BE ADEQUATELY GALVANIZED (DOUBLEDIPPED OR BETTER). C. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE IBC SCHEDULE TABLE 2304-9.1 UNLESS NOTED OTHERWISE. D. LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS CAPACITIES: FB = 2800 PSI, E= 2,000,000 PSI, FC = 750 PSI, FV = 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. E. 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. LAMINATED 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, 24FV8, D.F. FOR CONTINUOUS MEMBERS AND CANTILEVERS AND 24FV4, D.F. FOR SIMPLE SUPPORT MEMBERS. MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE CLEARLY STAMPED ON EACH MEMBER. 4. 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 UNLESS NOTED OTHERWISE. 5. GENERAL A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. B. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS AND SUPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLY DETAILED ON ARCHITECTURAL AND STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC., REQUIRED FOR INSTALLATION OF HIS ITEMS. C. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD CONDITIONS AND ARCHITECTURAL DRAWINGS. D. CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS. IF CONDITIONS ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER. EXISTING 5" X & 118° GLU -LAM BEAM CLOSET 0 NEN 8 5/4" X 10 1/2" GLU -LAM SEAM L 3T/ EXISTING —' 2X6 STUD -PACK COLUMN IN 2X6 PARTY HALL E_ T ION 5. 3/4 " = I t -O ti ' 51MP5ON EGCGQ85D52.5 (STRAPS ROTATED cIO °) ENTRY (5) -2X4 STUD -PACK COLUMN IN CLOSET HALL f 1/2 " = 1" — NEH 51HP50N HP15q.5 -2 HANGER EXISTING 5" X & I /&" GLU -LAM BEAM BATH -2 (5) -2X4 STUD -PACK — COLUMN AND 2X4 KING STUD EACH 51DE 5/4 = 11-011 NEW 2X6 BEARING PLATE A5 REGUIRED FOR HANGER NEN & 5/4" X 10 1/2" GLU -LAM BEAM KITCHEN SECT I Oil 2 =Al=l I EXIST GLU -L NEW GLU -LAM BEAM E T C O �I � 5/411 = 11 - 011 f ING X 0" -3"" N O �0 Nq Moth ai q GS�a w ay 04,- 0 oo�soO4� av0004 CD RU's 4 ,u c U c y � X aw 4 o N5� a c 4 >A } W u 0 • • iln 1) X11 I) 1 �L� .N Il�l� MAN # 7715 Pate: 8/25/08 Revised: 61