HomeMy WebLinkAboutB12-0040 - PLANS approvedRECEIVED 04/12/2012 Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/43/12
Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
MINIMUM CEMENT CONTENT SACKS/C.Y.STRENGTH PSI AIR (1)SLUMP IN WATER/CEMENT RATIO MAX AGGR SIZE IN 1. GENERAL 2. GOVERNING BUILDING CODE: IBC 2009 3. LIVE LOADS USED IN DESIGN 4. STRUCTURAL STABILITY DURING CONSTRUCTION 5. SUBMITTALS 6. SPECIAL INSPECTIONS 7. FOUNDATIONS - FOOTINGS 8. CONCRETE 9. STRUCTURAL STEEL 10. METAL DECK 11. TIMBER USE GENERAL NOTES A. THESE NOTES SHALL SERVE AS THE SPECIFICAT IONS FOR THE STRUCTURAL PORTION OF THE WORK. B. ARCHITECT'S APPROVAL MUST BE SECURED FOR ALL SUBSTITUTIONS. C. CHECK ALL DIMENSIONS ON STRUCTURAL DRAWIN GS AGAINST ARCHITECTURAL DRAWINGS. D. VERIFY OPENINGS THROUGH FLOORS, ROOFS AND WALLS WITH ARCHITECTURAL, MECHANICAL, CIVIL AND ELEC TRICAL REQUIREMENTS. A. WIND PRESSURE PER IBC 2009 1.) BASIC WIND SPEED (3 SEC GUST)................... 90 MPH 2.) WIND EXPOSURE CATEGORY............................... B 3.) WIND DIRECTIONALITY FACTOR, Kd.....................0.85 4.) WIND TOPOGRAPHIC FACTOR, Kzt........................1.0 5.) WIND IMPORTANCE FACTOR, Iw......................... 1.0 B. ROOF 1.) GROUND SNOW LOAD, Pg........................... 143 PSF 2.) SNOW EXPOSURE FACTOR, Ce........................... 1.0 3.) SNOW THERMAL FACTOR, Ct.............................1.0 4.) SNOW IMPORTANCE FACTOR, Is......................... 1.0 5.) MINIMUM FLAT ROOF SNOW LOAD, Pf.. 10 0 PSF (NOT REDUCED) A. THE STRUCTURAL DRAWINGS ILLUSTRATE THE CO MPLETED STRUCTURE WITH ALL ELEMENTS IN THEIR FINAL POSITIONS, PR OPERLY SUPPORTED AND BRACED. B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR A LL CONSTRUCTION MEANS AND METHODS. C. THE CONTRACTOR, IN THE PROPER SEQUENCE, S HALL PROVIDE PROPER SHORING AND BRACING AS MAY BE REQUIRED DU RING CONSTRUCTION TO ACHIEVE THE FINAL COMPLETED STRUCTURE. A. DEFERRED SUBMITTALS: THE FOLLOWING ITEM ARE ENGINEERED BY OTHERS. ENGINEERING AND DOCUMENTAION OF THESE ITEMS ARE TO BE PROVIDED BY OTHERS FOR REVIEW BY THE STRU CTURAL ENGINEER. AFTER REVIEW, THESE DEFERRED SUBMITTAL ITEMS WI LL BE SUBMITTED TO THE BUILDING OFFICIAL. 1.) GABLE SKYLIGHTS B. FURNISH TWO SETS OF SHOP AND ERECTION DRA WINGS TO STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SUBMIT IN A TIMELY MANNER TO PERMIT 10 WORKING DAYS FOR REVI EW BY STRUCTURAL ENGINEER. C. FURNISH TWO SETS OF CONCRETE, GROUT AND M ORTAR MIX DESIGNS INCLUDING STRENGTH TEST DATA AND MANUFACT URER'S LITERATURE ON ADMIXTURES FOR REVIEW BY STRUCTURAL ENGIN EER NO LATER THAN 2 WEEKS PRIOR TO ON-SITE USE OF THESE MATER IALS. D. GENERAL AND SUB-CONTRACTOR NOTES: 1.) THE GENERAL CONTRACTOR SHALL REVIEW ALL SUBMITTALS PRIOR TO SUBMITTAL FOR REVIEW BY THE STRUCTUR AL ENGINEER IN ACCORDANCE WITH THE PROJECT SPECIFIC ATIONS. 2.) THE STRUCTURAL DRAWINGS SHALL NOT BE USED AS BACKGROUNDS FOR SHOP OR ERECTION DRAWINGS. DRAWINGS PREPARED IN THIS MANNER AND SUBMITTED FOR REVIEW TO THE STRU CTURAL ENGINEER WILL BE RETURNED REJECTED AND CONSIDERED AS NOT BEING IN CONFORMANCE WITH THE PROJECT SPECIFICATIONS. A. SPECIAL INSPECTORS SHALL BE EMPLOYED BY T HE OWNER TO INSPECT THE WORK DURING CONSTRUCTION AS DEFINED AND R EQUIRED BY IBC CHAPTER 17. SPECIAL INSPECTIONS SHALL BE MADE OF THE FOLLOWING STRUCTURAL WORK: 1.) 1704.3 FIELD WELDING 2.) 1704.4 CONCRETE CONSTRUCTION & EPOXY ANCHORED REBAR A. BOTTOM OF FOUNDATION OR GRADE BEAM SHALL EXTEND A MINIMUM OF 48 INCHES BELOW ADJACENT FINAL GRADE. B. DO NOT PLACE BACKFILL AGAINST FOUNDATION WALLS OR GRADE BEAMS UNTIL BRACING FLOORS ARE IN PLACE, OR OTH ER ADEQUATE BRACING IS INSTALLED. C. ACTIVE LATERAL EARTH PRESSURE USED IN DES IGN:........ 35 PCF D. AT-REST LATERAL EARTH PRESSURE USED IN DE SIGN:....... 50 PCF E. PASSIVE LATERAL EARTH PRESSURE USED IN DE SIGN:...... 350 PCF F. COEFFICIENT OF SLIDING FRICTION:....................... 0.45 G. FOOTINGS SHALL BE PLACED ON UNDISTURBED N ATURAL MATERIALS. THE CONTRACTOR SHALL REMOVE ANY LOOSE OR DIST URBED SOIL AND REPLACE WITH NON-EXPANSIVE STRUCTURAL FILL COMPAC TED TO 95% STANDARD PROCTOR (ASTM D698) AS APPROVED BY THE SO ILS ENGINEER. H. TOTAL LOAD SOIL BEARING PRESSURE ON NATUR AL UNDISTURBED A. ALL CONCRETE SHALL BE NORMAL WEIGHT AGGRE GATE UNLESS NOTED. CLEARLY IDENTIFY INTENDED USE FOR EACH MI X DESIGN SUBMITTED FOR APPROVAL. CONCRETE SHALL CONFORM TO THE FOLLOWING TABLE: B. ALL CONCRETE IN CONTACT WITH SOILS SHALL USE TYPE I CEMENT. C. SEE SPECIFICATIONS FOR ADDITIONAL DURABIL ITY REQUIREMENTS. D. REINFORCING: MILD STEEL REINFORCING SHALL BE ASTM A615 WITH A MINIMUM YIELD STRENGTH 60 KSI, EXCEPT WHE RE NOTED AS 40 KSI. ALL REINFORCING REQUIRING WELDING SHALL CONFO RM TO ASTM A706. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. E. REINFORCEMENT PROTECTION 1.) CONCRETE PLACED AGAINST EARTH....................... 3" 2.) CONCRETE PLACED IN FORMS BUT EXPOSED TO WEATHER OR EARTH: a. BARS #5 AND SMALLER........................ 1-1/2" b. BARS #6 AND LARGER............................. 2" F. NO SPLICES OF REINFORCEMENT PERMITTED EXC EPT AS DETAILED OR AUTHORIZED BY STRUCTURAL ENGINEER. MAKE BARS CONTINUOUS AROUND CORNERS. WHERE PERMITTED, SPLICES MADE B Y CONTACT LAPS, SHALL BE 36 BAR DIAMETERS MINIMUM. G. DETAIL BARS IN ACCORDANCE WITH "ACI DETAI LING MANUAL", PUBLICATION SP-66, AND "BUILDING CODE REQ UIREMENTS FOR REINFORCED CONCRETE," ACI 318, LATEST EDITIONS. PRO VIDE DETAILS INDICATING REINFORCING CONTINUITY AT CONSTRUCTION JO INTS. H. PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AT POSITIONS SHOWN ON PLANS AND DETAILS. I. PLACE 2-#5 (1 EACH FACE) WITH 2'-0" PROJE CTION AROUND OPENINGS IN CONCRETE; PLACE 1-#4 (IN TOPPING) WITH 2'-0" PROJECTION AROUND OPENINGS THROUGH FLOOR TOPPING SLABS, UNL ESS NOTED. J. PROVIDE SLEEVES FOR ALL PIPES PLACED THRO UGH CONCRETE. K. NO OPENINGS OTHER THAN THOSE SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE PERMITTED UNLESS THE ARCHITECT'S AND STRUCTURAL ENGINEER'S APPROVAL IS SECURED PRIOR TO T HE PLACEMENT OF REINFORCING STEEL. L. ALL CONSTRUCTION JOINTS SHOWN ON THE DRAW INGS SHALL BE PREPARED BY ROUGHENING THE SURFACE OF THE CONCRETE SO THAT THE AGGREGATE SHALL BE EXPOSED UNIFORMLY, LEAVING NO LA ITANCE, LOOSENED PARTICLES, OR DAMAGED CONCRETE. AS AN AL TERNATE, 2 X 4 CONTINUOUS KEYWAYS MAY BE USED FOR CONSTR UCTION JOINTS. M. SLABS AND BEAMS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT CEN TER OF SPAN OR AT CENTER OF SUPPORT WITH VERTICAL BULKHEADS AND HO RIZONTAL KEYS, UNLESS OTHERWISE SHOWN. ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS APPROVED BY ARCHITECT AND STRUCTURAL E NGINEER. N. ENSURE HORIZONTAL CONTINUITY IN WALLS, FO OTINGS, AND BEAMS BY PROVIDING CORNER BARS AT WALL CORNERS AND INTERSECTIONS. UNLESS DETAILED OTHERWISE, CORNER BARS SHALL MAT CH SIZE AND SPACING OF HORIZONTAL REINFORCING AND EXTEND A MINIM UM OF 36 BAR DIAMETERS BEYOND THE CORNER. O. WIRE FABRIC REINFORCEMENT: LAP ONE AND A HALF MESH WIDTHS AT SPLICES AND WIRE TOGETHER. P. NO WELDING OF REINFORCING SHALL BE PERMIT TED UNLESS SPECIFICALLY CALLED FOR OR APPROVED BY THE STRUCTURAL ENGINEER. A. STRUCTURAL STEEL: MINIMUM YIELD STRENGTH 50 KSI FOR WIDE FLANGES; 35 KSI (ASTM A53) FOR PIPES; 46 KSI FOR TUBES; 36 KSI ALL ELSE, UNLESS NOTED OTHERWISE. B. MINIMUM WELDS: AISC SPECIFICATION, NOT LE SS THAN 3/16" FILLET, CONTINUOUS UNLESS OTHERWISE NOTED. C. ALL GROOVE WELDS TO BE FULL PENETRATION U NLESS NOTED. D. WELDERS: HAVE CURRENT EVIDENCE OF PASSIN G THE APPROPRIATE A.W.S. QUALIFICATION TESTS. E. SEE ARCHITECTURAL DRAWINGS FOR NAILER HOL ES; ATTACHMENTS, ETC. F. HEADED STUD CONNECTORS: CONFORM TO A.W.S. D1.1, STRUCTURAL WELDING CODE. USE 3/4" MINIMUM DIAMETER STUDS UNLESS OTHERWISE NOTED. G. HEADED STUD CONNECTORS SHALL BE AUTOMATIC ALLY END WELDED IN ACCORDANCE WITH A.W.S. D1.1 STRUCTURAL WE LDING CODE. WHERE POSSIBLE, CONNECTORS (OTHER THAN ON BEAMS ) SHALL BE SHOP WELDED; WHERE METAL DECK OCCURS, CONNECTORS SHALL BE FIELD INSTALLED BY WELDING THROUGH THE METAL DECK. H. STRUCTURAL STEEL SHALL BE DETAILED AND FA BRICATED IN ACCORDANCE WITH THE AISC SPECIFICATIONS AND CODE OF STANDARD PRACTICE AND WITH OSHA REGULATIONS, LATEST EDITIONS. L. ALL RIGGING FOR SAFETY CABLES, LIFTING DE VICES AND TEMPORARY BRACING SHALL BE CONNECTED TO ANGLES, PLA TES OR OTHER MEMBERS DESIGNED AND DETAILED BY THE STRUCTURAL S TEEL SUPPLIER AND SHALL BE SHOP WELDED TO STRUCTURAL MEMBERS. DO NOT PROVIDE HOLES IN STRUCTURAL MEMBERS FOR THE CONNECTION OF RIGGING CABLES, LIFTING DEVICES AND TEMPORARY BRACING UNLESS SPEC IFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL ADDED MEMBERS WHERE THEY I NTERFERE WITH OTHER WORK OR ARE EXPOSED TO VIEW. M. THE CONTRACTOR AND STRUCTURAL STEEL SUPPL IER SHALL ADD ALL NECESSARY BOLTS, ANCHOR BOLTS, STIFFENER PLATES, STABILIZER PLATES, BRIDGING, BRACING, BEARING SEATS, COLUMN SPLICES, CLOSURES FOR OPENINGS, ETC. AS REQUIRED F OR COMPLIANCE WITH OSHA REGULATIONS. N. FIELD WELD ANY ELEMENT THAT CAN BE CONSID ERED A TRIP HAZARD AS DEFINED BY OSHA. A. GENERAL 1.) DECK SHALL BE MANUFACTURED STEEL WIT H A MINIMUM YIELD STRENGTH OF 33 KSI. 2.) DECK SHALL BEAR A MINIMUM OF 1-1/2 I NCHES AT SUPPORTS. 3.) DECK SUPPLIER IS NOT RESPONSIBLE FOR THE ADHESIVE ABILITY OF SPRAYED ON FIREPROOFING. 4.) ALL DECK SHALL BE GALVANIZED, PER MA NUFACTURER'S RECOMMENDATION AND SPECIFICATIONS. 5.) DECK UNITS SHALL BE INSTALLED 3 SPAN MINIMUM CONTINUOUS OVER SUPPORTS WHEREVER POSSIBLE. B. ROOF DECK: 1.) NO PERMANENT SUSPENDED LOADS, OTHER THAN LAY-IN ACOUSTICAL TILE CEILING SYSTEMS, ARE TO BE SUPPORTED BY THE STEEL DECK. 2.) ATTACH DECK TO STRUCTURE AND ADJACEN T DECK PANELS PER DETAILS SHOWN ELSEWHERE IN THE CONSTRUCTION DOCUME NTS. 3.) ENDLAPS SHALL BE A MINIMUM OF 2 INCH ES. 4.) DECK SUPPLIER SHALL PROVIDE ALL ADDI TIONAL FRAMING REQUIRED TO SUPPORT A. ALL TIMBER PRODUCTS SHALL BE IN ACCORDANC E WITH THE NATIONAL FOREST PRODUCTS ASSOCIATION, NATIONAL DES IGN SPECIFICATION, LATEST EDITION. B. ALL LUMBER SHALL BE VISUALLY GRADED AND H AVE A MAXIMUM MOISTURE CONTENT OF 19%. C. FRAMING LUMBER: 2X8 AND LARGER, DOUGLAS F IR-LARCH; ALL ELSE: HEM-FIR IN THE FOLLOWING GRADES: 1.) GENERAL FRAMING: STANDARD AND BETTE R OR STUD. 2.) STUDS: STUD OR BETTER 3.) FLOOR JOISTS AND ROOF RAFTERS: NO. 2 OR BETTER. 4.) BEAMS, STRINGERS, POSTS AND TIMBERS: NO. 1 OR BETTER. D. COMPLY WITH MINIMUM STANDARDS FOR FRAMING CONNECTIONS AS SET FORTH IN IBC TABLE NO. 2304.9.1 AND AS DE TAILED. E. SHEATHING: 1.) CONFORM TO AMERICAN PLYWOOD ASSOCIAT ION (APA) DESIGN SPECIFICATION, LATEST EDITION. SHEA THING SHALL BE CONTINUOUS OVER THREE ADJACENT SPANS MINIMUM. 2.) ROOF SHEATHING: 5/8" THICK TONGUE AN D GROOVE APA RATED SHEATHING 24/0, EXPOSURE 1. NAIL TO SUPPORTS WITH 10d @ 6 INCHES O.C. AT ALL PANEL EDGES AND 10d @ 10 INCHES O.C. AT INTERIOR OF PANEL. 4.) WALL SHEATHING: 1/2" THICK APA RATE D SHEATHING, EXPOSURE 1. ORIENT PANELS WITH FACE GRAIN PARALL EL TO WALL STUDS. NAIL TO SUPPORTS WITH 8d @ 6 INCHES O.C. AT ALL PANEL EDGES AND 8d @ 12 INCHES O.C. AT INTERIOR OF P ANEL. 5.) REFER TO DRAWINGS FOR SPECIAL SHEATH ING OR NAILING REQUIREMENTS. F. ALL TIMBER CONNECTORS SHALL BE "STRONG-TI E" CONNECTORS AS MANUFACTURED BY THE SIMPSON STRONG-TIE CO NNECTOR COMPANY. FOLLOW SUPPLIER'S INSTALLATION RECOMMENDATIONS.1. TOTAL AIR CONTENT PERCENTAGE RANGE. CHANGE TO 5-7 IF EXPOSED NOTES:5.5 5.5 EXTERIOR FLATWORK WALLS 3500 3000 3000 0-2 5-7 5-7 3-4 2-4 2-4 0.48 6 0.58 0.58 0.75 1 1 TO FREEZING TEMPERATURES.FOOTINGS ALL OTHERS NOT NOTED3000 4-6 2-4 0.58 5.50.75 SOIL OR STRUCTURAL FILL.............................6000 PSF I. ALLOWABLE BEARING PRESSURE FOR PLANTER AN D RETAINING WALL......................................2000 PSF DECK AT OPENINGS THROUGH DECK NOT SH OWN ON THE DRAWINGS. 3.) 1704.7 SOIL CONDITIONS REI | STRUCTURAL 1801 Broadway, Suite 250 Denver, CO 80202 (303) 575-9510 JOB NO:SHEET NO:PLOT DATE & TIME:INASMUCH AS THE REMODELING AND/OR REHABILITATION OF THE EXISTING STRUCTURE REQUIRES THAT CERTAIN ASSUMPTION S BE MADE BY THE ARCHITECT REGARDING EXISTING CONDITI ONS,AND BECAUSE SOME OF THESE ASSUMPTIONS MAY NOT BE VERIFIABLE WITHOUT THE OWNER'S EXPENDING SUBSTANTIA L SUMS OF MONEY OR DESTROYING OTHERWISE ADEQUATE OR SERVICEABLE PORTIONS OF THE STRUCTURE, THE OWNER AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO INDEMNIFY AND HOLD HARMLESS THE ARCHITECT, ITS OFFI CERS,DIRECTORS, OWNERS, EMPLOYEES, SUB-CONSULTANTS,SUCCESSORS AND ASSIGNS FROM AND AGAINST ANY AND ALL CLAIMS, DEMANDS, LOSSES, CAUSES OF ACTION, DAMAGES,LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEY S'FEES AND DEFENSE COSTS, WHICH ANY OF THE FOREGOING PARTIES MAY INCUR ARISING OUT OF OR IN ANY WAY CONNECTED WITH THIS PROJECT, EXCEPTING ONLY THOSE DAMAGES, LIABILITIES OR COSTS ATTRIBUTABLE SOLELY T O THE RECKLESSNESS OR WILLFUL MISCONDUCT BY THE ARCHITECT COPYRIGHT - ALL RIGHTS RESERVED.THIS DESIGN, INCLUDING ALL DRAWINGS, HAS BEEN PREPARED FOR THE SPECIFIC CLIENT AND SITE AND AS SUCH ARE THE INSTRUMENTS OF PROFESSIONALLY CONTRACTED SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THIS DESIGN REMAINS THE INTELLECTUAL PROPERTY OF THE ARCHITECT:SNOWDON AND HOPKINS, ARCHITECTS, P.C.ANY REPRODUCTION OR USE OF THESE DRAWINGS FOR DISTRIBUTION, INCLUSION,EVALUATION OR CONSTRUCTION REGARDING ANY OTHER SITE, OR DESIGN, IS STRICTLY PROHIBITED WITHOUT PRIOR AND EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ARCHITECT.Date Job Number Snowdon and Hopkins • Architects, P.C.P.O. BOX 3340 Vail, Colorado 81658 970-476-2201 FAX 476-7491 3/7/12 PERMIT SET 3/7/2012 3:36:09 PM L O T 5 , A R E S U B D I V I S I O N O F L O T 1 , B L O C K 1 ,V A I L /L I O N S H E A D S E C O N D F I L I N G 2 9 2 W E S T M E A D O W D R I V E V A I L , C O L O R A D O 11067.0 S0.1 S0.1 V A I L P U B L I C L I B R A R Y R E M O D E L #11067.0 GENERAL NOTES Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
NEW FDN #4x1'-10" DOWELS @ 24" O.C. ~DRILL 5/8"ø HOLE IN (E) CONC &EPOXY GROUT W/ HILTI HIT HY150 (E) FDN RE: PLAN 6"1'-4"6"EQ EQ SAWCUT OR PREFORMED CONTROL JOINT (SAW BETWEEN 4 TO 12 HOURS AFTER POUR)t 1/4"t/4 #4x1'-10" DOWELS @ 24" O.C. ~DRILL 5/8"ø HOLE IN (E) CONC &EPOXY GROUT NEW SLAB(E) SLAB 1'-4"6"MATCH (E)36 BAR ø LAP 36 BAR ø LAP NOTES:1.CORNER BAR SIZE TO MATCH PRIMARY HORIZ REINF HOOK STD HOOK STD 36 BAR ø LAP HOOK STD 36 BAR ø LAP ANCHOR BOLT SCHEDULE TYPE I PLATE WASHERS DIAMETER TYPE II BOLT DIAMETER (ø)MINIMUM EMBEDMENT (16 ø)HOOK LENGTH THICKNESS (t)0"0"NOTES:1. ANCHOR BOLT STEEL GRADE SHALL BE ASTM F1554 GRA DE 36 UNLESS NOTED OTHERWISE IN COLUMN BASE PLATE SCHEDULE.2.REDUCE ANCHOR BOLT EMBEDMENT AS REQUIRED TO SATIS FY MINIMUM CONCRETE COVER AT BOTTOM OF FOOTINGS, ETC. ~ REFER TO GENERA L NOTES FOR ADDITIONAL INFORMATION.3.THIS TABLE APPLIES ONLY TO ANCHOR BOLTS EMBEDDED IN STRUCTURAL CONCRETE.4.ALL ANCHOR BOLTS WITH EXTERIOR OR BELOW GRADE EXP OSURE SHALL BE HOT-DIP GALVANIZED.STANDARD WASHER HEAVY HEX NUT PL WASHER ~RE: SCHEDULE HEAVY HEX NUT OR STANDARD BOLT HEAD 3/4"5/8"12"10"5"3"2"2"1/2"1/2"T.O.C.THD (=16 ø MIN)EMBED PROJ "THD (=16 ø MIN)EMBED PROJ "3 "ø RE: SCHED HOOK LENGTH t ø/23/16 (3) SIDES CONCRETE REINFORCING LAP SPLICE LENGTH (CLASS B)BAR SIZE f'c = 3000 PSI STD HOOK LENGTH OTHER BARS TOP BARS hb I I hb TOP BARSOTHER BARS f'c = 4000 PSIf'c = 5000 PSI OTHER BARS TOP BARS hb I I CRITICAL SECTION 6.#11 #10 #9 #8 #7 #6 #5 #4 #3 11 3729 131 118 105 93 81 56 47 101 91 81 31 28 25 72 63 43 36 22 20 17 14 28229 29 10 25 33 113 91 102 87 70 79 71 81 41 49 54 62 31 37 27 22 25 102 81 92 17 19 12 15 63 72 36 43 2419822 8 9 23 78 62 70 24 20 22 49 56 28 34 15 17 11 13 24 19 22 14 16 10 12 1776 NOTES:1. DEVELOPMENT LENGTHS ARE BASED ON 2005 ACI 318.2. TABLE IS FOR NON-EPOXY COATED REBAR WITH Fy=60 k si IN NORMAL WEIGHT CONCRETE ONLY.3. VALUES SHOWN IN INCHES REQUIRE CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS THAN db, C LEAR COVER NOT LESS THAN db, AND STIRRUPS OR TIES THROUGHOUT THE SPLICE LENGTH NOT L ESS THAN THE CODE MINIMUM OR CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED N OT LESS THAN 2db AND CLEAR COVER NOT LESS THAN db.4. DEVELOPMENT LENGTH (ld) = LAP SPLICE LENGTH DIVI DED BY 1.3.5. TOP BARS ARE HORIZONTAL REINFORCING SO PLACED TH AT MORE THAN 12" OF FRESH CONCRETE IS CAST IN THE M EMBER BELOW THE SPLICE.7. WELDED OR MECHANICALLY CONNECTED SPLICES MAY BE USED AT CONTRATORS OPTION. THESE CONNECTIONS SHALL DEVELOP ATLEAST 125% OF SPECIFIED YIELD STRENGTH OF THE BAR. NOT MORE THAN ALTERNATE BARS IN EACH LAYER MAY BE SPLICED AT A SECTION & SP LICES SHALL BE STAGGERED AT LEAST 24" O.C. ALONG THE LENGTH OF THE BAR.hb 5 1/4"STD HOOK LENGTH MINIMUM FINISHED BEND DIAMETER (ø)BAR SIZE BAR SIZE MINIMUM FINISHED BEND DIAMETER (ø)STIRRUPS & TIES PRIMARY REINFORCEMENT b b 4d b b 6d #3 - #5 #6 - #8 #14 & #18 #9 - #11 #3 - #8 8d b b 6d 10d b 1 3 5 °3 " M I N 6 d b db DIAMETER BEND DIAMETER BEND db 12d @ #6-#8 6d @ #3-#5 DIAMETER BEND db 12db db DIAMETER BEND 2 1/2" MIN 4db PL LENGTH "L", IN WELD SIZE "W", IN ALLOWABLE LOAD KIPS BEAM SIZE "N" ROWS OF A325N BOLTS BOLT DIA (ø)PL THICKNESS "T", IN 8 16 3/16 3/16 6 9 PL "T"x5"x"L" (A36)1/4 1/4 3/4"3/4"W8-W12 W12-W18 2 3 NOTES:1.HOLES SHALL BE HORIZONTAL SHORT SLOTTED HOLES IN PLATE, STANDARD HOLES IN BEAM.2.WELDING ELECTRODES ARE E70XX.3"2""W"1 1/2"3"3"3"1 1/2"O F B O L T S "N " R O W S PL LENGTH "L", IN WELD SIZE "W", IN ALLOWABLE LOAD KIPS BEAM SIZE "N" ROWS OF A325N BOLTS BOLT DIA (ø)PL THICKNESS "T", IN BEVEL END OF PL TO FIT PL"T"x5"x"L" (A36)8 16 3/16 3/16 6 9 1/4 1/4 3/4"3/4"W8-W12 W12-W18 2 3 NOTES:1.HOLES SHALL BE HORIZONTAL SHORT SLOTTED HOLES IN PLATE, STANDARD HOLES IN BEAM.2.WELDING ELECTRODES ARE E70XX."W"6 0 ° T O 9 0 °2 1 /2 "1 1 /2 "@ 3 " O .C ."N " R O W S O F B O L T S 1 1 /2 "HSS COLUMN PL3/8"x4"SHEAR TAB BEAM WEB GIRDER ~ RE: PLAN (2) 3/8" PL STIFFENERS HSS COLUMN 5x5;4x4 W/ CAP PL 3/4"+ (4) 3/4"ø BOLTS BEAM SPLICE PER X/XXXX 3/16 1 1/2"1 1/2"1'-0" U.N.O CL SPLINE HSS POST BASE PL 3/4"x5 1/2"(2) PL 3/8" STIFFENERS WIDTH = 1/2 COLUMN WIDTH (4) 3/4"ø BOLTS @ BEAM GAUGE 1 1/2"1 1/2"1 "6 12 #4x 11" @ 12" O.C. W/(2) #4x CONT 6"CONC SLAB 24"8"1 '-4 "RE: PLAN REI | STRUCTURAL 1 8 0 1 B r o a d w a y , S u i t e 2 5 0 D e n v e r , C O 8 0 2 0 2 (3 0 3 ) 5 7 5 -9 5 1 0 JOB NO:SHEET NO:PLOT DATE & TIME:INASMUCH AS THE REMODELING AND/OR REHABILITATION OF THE EXISTING STRUCTURE REQUIRES THAT CERTAIN ASSUMPTION S BE MADE BY THE ARCHITECT REGARDING EXISTING CONDITI ONS,AND BECAUSE SOME OF THESE ASSUMPTIONS MAY NOT BE VERIFIABLE WITHOUT THE OWNER'S EXPENDING SUBSTANTIA L SUMS OF MONEY OR DESTROYING OTHERWISE ADEQUATE OR SERVICEABLE PORTIONS OF THE STRUCTURE, THE OWNER AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO INDEMNIFY AND HOLD HARMLESS THE ARCHITECT, ITS OFFI CERS,DIRECTORS, OWNERS, EMPLOYEES, SUB-CONSULTANTS,SUCCESSORS AND ASSIGNS FROM AND AGAINST ANY AND ALL CLAIMS, DEMANDS, LOSSES, CAUSES OF ACTION, DAMAGES,LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEY S'FEES AND DEFENSE COSTS, WHICH ANY OF THE FOREGOING PARTIES MAY INCUR ARISING OUT OF OR IN ANY WAY CONNECTED WITH THIS PROJECT, EXCEPTING ONLY THOSE DAMAGES, LIABILITIES OR COSTS ATTRIBUTABLE SOLELY T O THE RECKLESSNESS OR WILLFUL MISCONDUCT BY THE ARCHITECT COPYRIGHT - ALL RIGHTS RESERVED.THIS DESIGN, INCLUDING ALL DRAWINGS, HAS BEEN PREPARED FOR THE SPECIFIC CLIENT AND SITE AND AS SUCH ARE THE INSTRUMENTS OF PROFESSIONALLY CONTRACTED SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THIS DESIGN REMAINS THE INTELLECTUAL PROPERTY OF THE ARCHITECT:SNOWDON AND HOPKINS, ARCHITECTS, P.C.ANY REPRODUCTION OR USE OF THESE DRAWINGS FOR DISTRIBUTION, INCLUSION,EVALUATION OR CONSTRUCTION REGARDING ANY OTHER SITE, OR DESIGN, IS STRICTLY PROHIBITED WITHOUT PRIOR AND EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ARCHITECT.Date Job Number Snowdon and Hopkins • Architects, P.C.P.O. BOX 3340 Vail, Colorado 81658 970-476-2201 FAX 476-7491 3/7/12 PERMIT SET 3/7/2012 3:36:10 PM L O T 5 , A R E S U B D I V I S I O N O F L O T 1 , B L O C K 1 ,V A I L /L I O N S H E A D S E C O N D F I L I N G 2 9 2 W E S T M E A D O W D R I V E V A I L , C O L O R A D O 11067.0 S0.2 S0.2 V A I L P U B L I C L I B R A R Y R E M O D E L #11067.0 TYPICAL DETAILS 3/4" = 1'-0"S0.2 C NEW FDN CONN @ (E) FDN NO SCALE S0.2 A SLAB-ON-GRADE JOINT DETAILS NO SCALE S0.2 B CORNER BAR DETAILS NO SCALE S0.2 D ANCHOR BOLT SCHEDULE NO SCALE S0.2 E CONC REINF LAP SPLICE SCHEDULE NO SCALE S0.2 F STANDARD HOOK DETAILS NO SCALE S0.2 G SHEAR PLATE CONN @ BEAM NO SCALE S0.2 H SKEWED FRAMING CONNS 3/4" = 1'-0"S0.2 J ANGLED BEAMS @ COLUMNS 3/4" = 1'-0"S0.2 K GIRDER OVER HSS 3/4" = 1'-0"S0.2 L HSS POST @ TRANSFER 3/4" = 1'-0"S0.2 M THICKENED EDGE SLAB Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
METAL STUD WALL SCHEDULE MARK SIZE IN SPACING STUD FLANGE WIDTH, IN GA TRACK LEG IN GA 616" O.C.1 5/8181 1/418 W1 NOTES:1.STUDS AND TRACKS SHALL BE HOT DIP GALVANIZED.2.RE: ARCH FOR PARTITIONS AND MISC FRAMING.3.ALL WALLS SHALL BE TYPE W1 U.N.O.TYPE 1 TYPE 2 JAMB TYPE 3 WALL THICKNESS IN JAMB SILL HEADER KING TRACK STUDS TYPETYPETRACKTRIMMER METAL STUD WALL OPENING SCHEDULE STUDS ROUGH OPENING REMARKS (3) 12GA (3) 16GA UP TO 6'-4"UP TO 6'-4"8 6 (2) 16GA (2) 16GA (2) 6"-12GA (2) 6"-12GA 1 1 (1) 16GA (1) 16GA 2 2 (1) 16GA (1) 12GA KING STUDS ~ RE: DETAILS FOR TRIMMER STUDS ----WALL WIDTH TRACK WIDTH TO MATCH NOM WALL WIDTH TRACK WIDTH TO MATCH NOM WALL WIDTH TRACK WIDTH TO MATCH NOM U.N.O.1 1/4" TYP ..U.N.O.1/4" TYP 1 1/4"1 1/4"F S0.3 G S0.3 E S0.3 D S0.3 E S0.3 HEADER RE: B/S0.3 TRACK HEAD TRIMMER SILL TRIMMER KING STUD SLIP CONN ROUGH OPENING RE: ARCH SILL RE: B/S0.3 ROUGH OPENING RE: ARCH HEADER RE: B/S0.3 NOTES:1.ALL STUDS TO BE FULLY SHEATHED ON BOTH SIDES.2.SCREWS TO BE NO. 10-16 (DIA = .19 INCHES).3.SCREW SPACING AND EDGE DISTANCE = 3/8" (MIN)4.WHERE ACCEPTABLE 1/8" FILLET WELDS MAY BE SUBSTIT UTED FOR SCREWS. 1" OF WELD = 3 SCREWS.5.ALL WELDED LIGHT GUAGE MTL MUST BE 16GA (MIN).6.ALL SCREWS SHALL BE STAINLESS STEEL.7.TRACK IS REQ'D @ TOP AND BOTTOM OF ALL WALLS.8.SPACE STUDS @ 16" O.C. MAX U.N.O.9.PROVIDE (3) STUDS MINIMUM @ WALL CORNER.10.EXCEPT WHERE CONNECTIONS ARE NOTED AS WELDED, ST UD/STUD AND STUD/TRACK CONNECTIONS MAY BE SCREWED OR WELDED IN ACCORDANCE WITH APPLICABLE BUILDING CODES.TRIMMER STUD FOR SILL PL 16GA EA SIDE W/ (6) SCREWS AS SHOWN KING STUD TRIMMER STUD FOR HEADER SILL ~ RE: _CONT TRACK OVER TRIMMER BEAR HEADER ON TRIMMER STUD HEADER ~ RE: _PL 16 GA EA SIDE W/ (9)SCREWS INTO KING & HEADER KING STUDS TRIMMER STUD ~FASTEN TO KING W/ (2) ROWS OF SCREWS @ 12" O.C.STAGGERED SCREW TRACK TO HEADER @ 12" O.C.SCREW EA STUD TO TRACK ~ TYP CONC OR STEEL SUPPORT FASTEN TRACK TO CONC W/ 5/32"ø POWER DRIVEN FASTENERS @ 16" O.C. PLUS (2) @ EA JAMB ~ SELECT PIN TYPE MATCHED TO SUPPORT MATERIAL ~ 1 1/8" MIN EMBED NOTE:DETAIL ALSO APPLIES WHERE STUD WALL FRAMES TIGHT TO UNDERSIDE OF STRUCTURAL STEEL SUPPORT 1 1/2x1 1/2x16GA CLIP ANGLE W/ (2) SCREWS TO EA STUD TRACK 14GA x CONT 1 1/2"-16GA U CHANNEL BRIDGING IN UPPERMOST PUNCHED OPENING W/ (2) SCREWS TO CLIP ANGLE DO NOT FASTEN SHEATHING TO TRACK 1" MIN CLR U.N.O.~ (3" MIN) U.N.O.CLR DIMENSION +2"RE: DETAILS FOR REQUIRED LOCATIONS OF SLIP HEADS BRIDGING ALTERNATE: CONTINUOS STRAP ON BOTH SIDES OF WALL SCREWED TO EA STUD REI | STRUCTURAL 1801 Broadway, Suite 250 Denver, CO 80202 (303) 575-9510 JOB NO:SHEET NO:PLOT DATE & TIME:INASMUCH AS THE REMODELING AND/OR REHABILITATION OF THE EXISTING STRUCTURE REQUIRES THAT CERTAIN ASSUMPTION S BE MADE BY THE ARCHITECT REGARDING EXISTING CONDITI ONS,AND BECAUSE SOME OF THESE ASSUMPTIONS MAY NOT BE VERIFIABLE WITHOUT THE OWNER'S EXPENDING SUBSTANTIA L SUMS OF MONEY OR DESTROYING OTHERWISE ADEQUATE OR SERVICEABLE PORTIONS OF THE STRUCTURE, THE OWNER AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO INDEMNIFY AND HOLD HARMLESS THE ARCHITECT, ITS OFFI CERS,DIRECTORS, OWNERS, EMPLOYEES, SUB-CONSULTANTS,SUCCESSORS AND ASSIGNS FROM AND AGAINST ANY AND ALL CLAIMS, DEMANDS, LOSSES, CAUSES OF ACTION, DAMAGES,LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEY S'FEES AND DEFENSE COSTS, WHICH ANY OF THE FOREGOING PARTIES MAY INCUR ARISING OUT OF OR IN ANY WAY CONNECTED WITH THIS PROJECT, EXCEPTING ONLY THOSE DAMAGES, LIABILITIES OR COSTS ATTRIBUTABLE SOLELY T O THE RECKLESSNESS OR WILLFUL MISCONDUCT BY THE ARCHITECT COPYRIGHT - ALL RIGHTS RESERVED.THIS DESIGN, INCLUDING ALL DRAWINGS, HAS BEEN PREPARED FOR THE SPECIFIC CLIENT AND SITE AND AS SUCH ARE THE INSTRUMENTS OF PROFESSIONALLY CONTRACTED SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THIS DESIGN REMAINS THE INTELLECTUAL PROPERTY OF THE ARCHITECT:SNOWDON AND HOPKINS, ARCHITECTS, P.C.ANY REPRODUCTION OR USE OF THESE DRAWINGS FOR DISTRIBUTION, INCLUSION,EVALUATION OR CONSTRUCTION REGARDING ANY OTHER SITE, OR DESIGN, IS STRICTLY PROHIBITED WITHOUT PRIOR AND EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ARCHITECT.Date Job Number Snowdon and Hopkins • Architects, P.C.P.O. BOX 3340 Vail, Colorado 81658 970-476-2201 FAX 476-7491 3/7/12 PERMIT SET 3/7/2012 3:40:24 PM L O T 5 , A R E S U B D I V I S I O N O F L O T 1 , B L O C K 1 ,V A I L /L I O N S H E A D S E C O N D F I L I N G 2 9 2 W E S T M E A D O W D R I V E V A I L , C O L O R A D O 11067.0 S0.3 S0.3 V A I L P U B L I C L I B R A R Y R E M O D E L #11067.0 TYPICAL LIGHT GAUGE DETAILS NO SCALE S0.3 A METAL STUD WALL SCHEDULE NO SCALE S0.3 B METAL STUD WALL OPENING SCHEDULE NO SCALE S0.3 C TYP METAL STUD WALL CONSTRUCTION NO SCALE S0.3 D SILL/JAMB CONN @ OPNGS NO SCALE S0.3 E HEADER/JAMB CONN @ OPNGS NO SCALE S0.3 F TYP STUD WALL TRACK CONN NO SCALE S0.3 G SLIP HEAD CONN Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
A A B B C C D D E E F F 6 6 7 7 8 8 9 9 10 10 11 11 4'-0"25'-0"5'-6"5'-6"8'-0"48'-0"12'-6"12'-6"5'-0"20'-0"7'-10"12'-2"A S5.1 _______________________B S5.1 _______________________C S5.1 _______________________D S5.1 _______________________T.O.C.8127'-2"DEMO (E) 8" CONC WALL HSS4x4x1/4 TYPE B HSS4x4x1/4 TYPE C H S S 4 x 4 x 1 /4 TYPE B HSS4x4x1/4 TYPE E H SS4x4x 1 /4 T YP E E HSS 4x 4x1/4 TYPE A HSS 4x 4x1/4 TYPE A HSS 6x 6x1/4 FLOOR EDGE ABOVE + PATIO SLAB EDGE W1 W1 W1 W1 A S5.1 +_______________________T.O.C.8123'-2"UP _______S5.1 F H S5.1 ______________________________S5.1 G C S0.2 _______________________T.O.C.8127'-2"C S0.2 _______________________T.O.C.8127'-2"T.O.C.8121'-8"HSS4x4x1/4 TYPE A H SS4x4x 1 /4 T YP E A H SS4x4x 1 /4 T YP E A 4'-0"11'-0"14'-0"5'-6"5'-6"8'-0"C S5.1 +_______________________3"7"11'-10"7'-7"13'-7"3'-0"3'-0"x3'-0"x1'-0" THICK FOOTING W/ (4) #5 EACH WAY @ BOTTOM H SS4x4x 1 /4 T YP E D H SS4x4x 1 /4 T YP E B 10.4 10.4 B.4 B.4 6"1'-5"L S5.1 _______________________J S5.1 _______________________J S5.1 +_______________________3'-6"1'-11"K S5.1 _______________________H SS3x3x 1 /4 1'-11"4'-3"4'-3"2'-6"x2'-6"x1'-0" THICK FOOTING W/ (3) #5 EA WAY @ BOTTOM 5'-7"6'-10"1'-2"7'-5"5'-6 1/2"5'-0"FOUNDATION PLAN NOTES :1.SLAB-ON-GRADE TO BE 4" THICK OVER 15 MIL VAPOR BARR IER OVER 8" OF FREE DRAINING GRAVEL.2.REINFORCE SLAB-ON-GRADE WITH 6x6-W2.1xW2.1 WWF @ CE NTER OF SLAB REI | STRUCTURAL 1801 Broadway, Suite 250 Denver, CO 80202 (303) 575-9510 JOB NO:SHEET NO:PLOT DATE & TIME:INASMUCH AS THE REMODELING AND/OR REHABILITATION OF THE EXISTING STRUCTURE REQUIRES THAT CERTAIN ASSUMPTION S BE MADE BY THE ARCHITECT REGARDING EXISTING CONDITI ONS,AND BECAUSE SOME OF THESE ASSUMPTIONS MAY NOT BE VERIFIABLE WITHOUT THE OWNER'S EXPENDING SUBSTANTIA L SUMS OF MONEY OR DESTROYING OTHERWISE ADEQUATE OR SERVICEABLE PORTIONS OF THE STRUCTURE, THE OWNER AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO INDEMNIFY AND HOLD HARMLESS THE ARCHITECT, ITS OFFI CERS,DIRECTORS, OWNERS, EMPLOYEES, SUB-CONSULTANTS,SUCCESSORS AND ASSIGNS FROM AND AGAINST ANY AND ALL CLAIMS, DEMANDS, LOSSES, CAUSES OF ACTION, DAMAGES,LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEY S'FEES AND DEFENSE COSTS, WHICH ANY OF THE FOREGOING PARTIES MAY INCUR ARISING OUT OF OR IN ANY WAY CONNECTED WITH THIS PROJECT, EXCEPTING ONLY THOSE DAMAGES, LIABILITIES OR COSTS ATTRIBUTABLE SOLELY T O THE RECKLESSNESS OR WILLFUL MISCONDUCT BY THE ARCHITECT COPYRIGHT - ALL RIGHTS RESERVED.THIS DESIGN, INCLUDING ALL DRAWINGS, HAS BEEN PREPARED FOR THE SPECIFIC CLIENT AND SITE AND AS SUCH ARE THE INSTRUMENTS OF PROFESSIONALLY CONTRACTED SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THIS DESIGN REMAINS THE INTELLECTUAL PROPERTY OF THE ARCHITECT:SNOWDON AND HOPKINS, ARCHITECTS, P.C.ANY REPRODUCTION OR USE OF THESE DRAWINGS FOR DISTRIBUTION, INCLUSION,EVALUATION OR CONSTRUCTION REGARDING ANY OTHER SITE, OR DESIGN, IS STRICTLY PROHIBITED WITHOUT PRIOR AND EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ARCHITECT.Date Job Number Snowdon and Hopkins • Architects, P.C.P.O. BOX 3340 Vail, Colorado 81658 970-476-2201 FAX 476-7491 3/7/12 PERMIT SET 3/7/2012 3:36:11 PM L O T 5 , A R E S U B D I V I S I O N O F L O T 1 , B L O C K 1 ,V A I L /L I O N S H E A D S E C O N D F I L I N G 2 9 2 W E S T M E A D O W D R I V E V A I L , C O L O R A D O 11067.0 S2.1 S2.1 V A I L P U B L I C L I B R A R Y R E M O D E L #11067.0 FOUNDATION PLAN N 1/4" = 1'-0"FOUNDATION PLAN Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
A A B B C C D D E E F F 6 6 7 7 8 8 9 9 10 10 11 11 W10x19 W8x15 W8x15 W10x22 (8137'-10")W8x15 (8136'-2 1/2")W8x15 (8136'-2 1/2")W8x15 W8x15 W8x15 W12x26 (8136'-2 1/2")W10x22 (8136'-2 1/2")HSS14x4x3/8 W10x26 C10X15.3 W10x26 W10x19 (8136'-2 1/2")W10x19 (8136'-2 1/2")W8x15 W8x15 (8136'-2 1/2")W8x15 (8136'-2 1/2")A S5.2 _______________________B S5.2 _______________________T.O.C.8136'-6 1/2"T.O.C.8136'-10"WALL BELOW DEMO'D DEMO (E) DECK HSS5x5x1/4 DEMO POST UP 2VL120 DECK +2" CONC (4" TOTAL)H S S 5 x 5 x 1 /4 C10X15.3 (8136'-2 1/2")DOWN T.O.W.8137'-11 1/4"T.O.W.8137'-11 1/4"8136'-10"12'-6"12'-6"5'-0"20'-0"20'-0"(E) W6x20 (E) W6x20 (E) W6x20 7'-6"3'-3 1/2"9'-2 1/2"7"7'-3"12'-2"4'-0"11'-0"14'-0"5'-6"5'-6"5'-10 1/2"7'-10 1/2"4 3/4"HSS 4x 4x1/4 OPEN BEAM ABOVE C8X11.5 (8133'-8")MC12x MC12x W8x15 3 1/2" STEP 5'-7"11'-0"T.O.C.8136'-6 1/2"7"5'-5"6'-5"5'-9 3/4"1'-9 1/4"MC12X10.6 (8134'-1 1/2")T.O.C.8134'-0"CONC FILLED METAL PAN TREADS W/ CLOSED RISERS (TYP)MC12x10.6 ~ TYP STRINGER L3x3x1/4 DECK ANGLE @ (E) WALL (TOS = 8133'-8")MC12x F S5.2 _______________________W10x19 10.4 10.4 B.4 B.4 _______S5.2 C D S5.2 ______________________________S5.2 E G S5.2 _______________________V=22k V=10k H S5.2 ______________________________S5.2 J UPPER LEVEL NOTES :1.ELEVATED SLAB TO BE 2" NORMAL WEIGHT CONCRETE OVER 2"x22GA COMPOSITE SLAB (4" TOTAL)WITH 6x6-W2.1xW2.1 W.W.F.2.T.O.C. = 8136'-10" U.N.O.3.T.O.S. = 8136'-6" U.N.O.REI | STRUCTURAL 1801 Broadway, Suite 250 Denver, CO 80202 (303) 575-9510 JOB NO:SHEET NO:PLOT DATE & TIME:INASMUCH AS THE REMODELING AND/OR REHABILITATION OF THE EXISTING STRUCTURE REQUIRES THAT CERTAIN ASSUMPTION S BE MADE BY THE ARCHITECT REGARDING EXISTING CONDITI ONS,AND BECAUSE SOME OF THESE ASSUMPTIONS MAY NOT BE VERIFIABLE WITHOUT THE OWNER'S EXPENDING SUBSTANTIA L SUMS OF MONEY OR DESTROYING OTHERWISE ADEQUATE OR SERVICEABLE PORTIONS OF THE STRUCTURE, THE OWNER AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO INDEMNIFY AND HOLD HARMLESS THE ARCHITECT, ITS OFFI CERS,DIRECTORS, OWNERS, EMPLOYEES, SUB-CONSULTANTS,SUCCESSORS AND ASSIGNS FROM AND AGAINST ANY AND ALL CLAIMS, DEMANDS, LOSSES, CAUSES OF ACTION, DAMAGES,LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEY S'FEES AND DEFENSE COSTS, WHICH ANY OF THE FOREGOING PARTIES MAY INCUR ARISING OUT OF OR IN ANY WAY CONNECTED WITH THIS PROJECT, EXCEPTING ONLY THOSE DAMAGES, LIABILITIES OR COSTS ATTRIBUTABLE SOLELY T O THE RECKLESSNESS OR WILLFUL MISCONDUCT BY THE ARCHITECT COPYRIGHT - ALL RIGHTS RESERVED.THIS DESIGN, INCLUDING ALL DRAWINGS, HAS BEEN PREPARED FOR THE SPECIFIC CLIENT AND SITE AND AS SUCH ARE THE INSTRUMENTS OF PROFESSIONALLY CONTRACTED SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THIS DESIGN REMAINS THE INTELLECTUAL PROPERTY OF THE ARCHITECT:SNOWDON AND HOPKINS, ARCHITECTS, P.C.ANY REPRODUCTION OR USE OF THESE DRAWINGS FOR DISTRIBUTION, INCLUSION,EVALUATION OR CONSTRUCTION REGARDING ANY OTHER SITE, OR DESIGN, IS STRICTLY PROHIBITED WITHOUT PRIOR AND EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ARCHITECT.Date Job Number Snowdon and Hopkins • Architects, P.C.P.O. BOX 3340 Vail, Colorado 81658 970-476-2201 FAX 476-7491 3/7/12 PERMIT SET 3/7/2012 3:36:11 PM L O T 5 , A R E S U B D I V I S I O N O F L O T 1 , B L O C K 1 ,V A I L /L I O N S H E A D S E C O N D F I L I N G 2 9 2 W E S T M E A D O W D R I V E V A I L , C O L O R A D O 11067.0 S2.2 S2.2 V A I L P U B L I C L I B R A R Y R E M O D E L #11067.0 UPPER LEVEL FRAMING PLAN N 1/4" = 1'-0"UPPER LEVEL FRAMING PLAN Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
A A B B C C D D E E F F 6 6 7 7 8 8 9 9 10 10 11 11 W10x19 W10x19 W10x19 W12x22 (8150'-2")W8x15 (8150'-2")W8x15 (8150'-2")W8x15 (8150'-2")W8x15 W14x22 W10x19 W12x26 W12x26 (8153'-2")HSS14x4x5/8 W10x19 C S5.3 _______________________D S5.3 ______________________________S5.3 A HSS6x4x1/4 BENT @ 1 3/4x11 7/8 LVL 24"W10x22 6:12 (E) 6 3/4"x28 1/2" GLB DEMO POST DOWN (E) 6 3/4"x28 1/2" GLB @ 1 3/4x9 1/4 LVL 24"@ 11 7/8" TJI 210 24"H SS5x5x 1 /4 12'-6"12'-6"5'-0"20'-0"20'-0"7"7'-3"10'-9"1'-5"4'-0"11'-3"13'-9"5'-6"5'-6"C12X20.7 (8153'-2")W8x21 (8150'-0")HSS4x4x1/4 HANGER HOIST BEAM 2'-8 5/8"8'-3 1/4"7'-10 1/2"4 3/4"W8x10 (8150'-2")2'-8 1/2"3'-8 1/2"T.O.W.8150'-0 1/2"(E)H SS5x5x 1 /4 NEW GABLE GLAZING TO MATCH (E)INTERMEDIATE W14x22 SPANDREL (TOS = 8146'-2")E S5.3 _______________________F S5.3 _______________________G S5.3 _______________________H S5.3 _______________________B S5.3 +_______________________10.4 10.4 B.4 B.4 1'-2"21k 15k K S5.3 _______________________E S5.3 +_______________________SIM _______S5.3 L C12X20.7 ROOF PLAN NOTES :1.ROOF DECK AT ELEVATOR ROOF SHALL BE 1 1/2" TYPE B x 20GAGALVANIZED METAL DECK.2.ROOF DECK AT WOOD RAFTERS SHALL BE 5/8" PLYWOOD.3.T.O.S. = 8149'-2" U.N.O.4.ALL WOOD RAFTERS SHALL BE 1 3/4"x9 1/4" LVL'S @ 24" O.C. U.N.O.REI | STRUCTURAL 1801 Broadway, Suite 250 Denver, CO 80202 (303) 575-9510 JOB NO:SHEET NO:PLOT DATE & TIME:INASMUCH AS THE REMODELING AND/OR REHABILITATION OF THE EXISTING STRUCTURE REQUIRES THAT CERTAIN ASSUMPTION S BE MADE BY THE ARCHITECT REGARDING EXISTING CONDITI ONS,AND BECAUSE SOME OF THESE ASSUMPTIONS MAY NOT BE VERIFIABLE WITHOUT THE OWNER'S EXPENDING SUBSTANTIA L SUMS OF MONEY OR DESTROYING OTHERWISE ADEQUATE OR SERVICEABLE PORTIONS OF THE STRUCTURE, THE OWNER AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO INDEMNIFY AND HOLD HARMLESS THE ARCHITECT, ITS OFFI CERS,DIRECTORS, OWNERS, EMPLOYEES, SUB-CONSULTANTS,SUCCESSORS AND ASSIGNS FROM AND AGAINST ANY AND ALL CLAIMS, DEMANDS, LOSSES, CAUSES OF ACTION, DAMAGES,LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEY S'FEES AND DEFENSE COSTS, WHICH ANY OF THE FOREGOING PARTIES MAY INCUR ARISING OUT OF OR IN ANY WAY CONNECTED WITH THIS PROJECT, EXCEPTING ONLY THOSE DAMAGES, LIABILITIES OR COSTS ATTRIBUTABLE SOLELY T O THE RECKLESSNESS OR WILLFUL MISCONDUCT BY THE ARCHITECT COPYRIGHT - ALL RIGHTS RESERVED.THIS DESIGN, INCLUDING ALL DRAWINGS, HAS BEEN PREPARED FOR THE SPECIFIC CLIENT AND SITE AND AS SUCH ARE THE INSTRUMENTS OF PROFESSIONALLY CONTRACTED SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THIS DESIGN REMAINS THE INTELLECTUAL PROPERTY OF THE ARCHITECT:SNOWDON AND HOPKINS, ARCHITECTS, P.C.ANY REPRODUCTION OR USE OF THESE DRAWINGS FOR DISTRIBUTION, INCLUSION,EVALUATION OR CONSTRUCTION REGARDING ANY OTHER SITE, OR DESIGN, IS STRICTLY PROHIBITED WITHOUT PRIOR AND EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ARCHITECT.Date Job Number Snowdon and Hopkins • Architects, P.C.P.O. BOX 3340 Vail, Colorado 81658 970-476-2201 FAX 476-7491 3/7/12 PERMIT SET 3/7/2012 3:36:12 PM L O T 5 , A R E S U B D I V I S I O N O F L O T 1 , B L O C K 1 ,V A I L /L I O N S H E A D S E C O N D F I L I N G 2 9 2 W E S T M E A D O W D R I V E V A I L , C O L O R A D O 11067.0 S2.3 S2.3 V A I L P U B L I C L I B R A R Y R E M O D E L #11067.0 ROOF FRAMING PLAN N 1/4" = 1'-0"ROOF FRAMIG PLAN Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
10 8127'-2"4"6" METAL STUD WALL 8" CONC WALL W/ #5 @ 24" VERT & #4 @ 16" HORIZ 4'-0"1'-0"7 1/4"3"4"2"#5 DOWELS x 20" @ VERTS CONT FOOTING W/ (3) #4 LONG & #4 TRANS @ 24"EXTERIOR PAVING/GRADE 6" METAL STUD WALL 8" CONC WALL ~ RE: A/S5.1 12"x20" FOOTING ~ REINF PER A/S5.1 1'-0"4'-0"8127'-2"8"6" CMU W/ #4 @ 48" VERT STANDARD WEIGHT HJR @ 16" GROUT ALL CELLS VENEER TIES @ 16"O.C. EACH WAY 8" CONC WALL ~ RE: A/S5.1 8127'-2"4'-0"1'-0"E 6"6"4'-0"1'-0"1'-4"2'-0"1'-6"8127'-2"8120'-10"STONE VENEER 6" CMU FOOTING ~ STEP DOWN @ (E)TYPE A 2 1/2"3 1/2"3"1 1/2"TYPE B 2 1/2"2 1/2"1 1/2"3"3 1/2"3 1/2"3"1 1/2"3/16 TYPE C 2 1/2"2 1/2"2 1/2"3 1/2"3"3"3"1 1/2"PL1/2"x5"x1'-4"TYPE D PL1/2"x5"x1'-4 1/2"3/16 1 1/2"3 1/2"3 1/2"1 1/2"1 1/2"3 1/2"3 1/2"1 1/2"3/16 PL1/2"x10"x10"TYPE E 1 1/2"3 1/2"2 1/2"1 1/2"3 1/2"3 1/2"1 1/2"3/16 PL1/2"x8"x0'-10"W/ (4) 3/4"ø A.B.2 1/2"2 1/2"2 1/2"2 1/2"3/16 PL1/2"B 10 4"3"5"3"1"4"4"2"2"4"2"2"T.O.W.8127'-2"8126'-6 3/4"6" METAL STUD WALL (4) #5 VERT + #3 TIES @ 12" O.C.B H S5.1 _______________________4"1/2" ISOLATION MATERIAL THICKENED EDGE @ PATIO SLAB 16"x16"PEDESTAL 10.4 12" ARCHITECTURAL WRAP 3"CL POST & PEDESTAL 6"2"8"7"7"1'-0"3'-11"1'-0"8127'-1"3" CLR 12"ø WRAP HSS4x4 CLOSURE POUR 1" GROUT 1'-4"x1'-4" PEDESTAL W/(8) #5 VERT & #3 TIES @ 12"#5 DOWELS x 20 @ VERTS FOOTING ~ RE: PLAN 10.4 8"8"2"SLAB W/ THICKENED EDGE 10 2'-7"MATCH (E)18"±MATCH (E)3" CLR 6"8"2'-0"3"4"6"HSS4x 12"x12" CLOSURE POUR 1'-3" WIDE PILASTER:(6) #6 VERT + #4 TIES x@ 12"(2) #5 DOWELS x18" @ TOP,MIDDLE & BOTTOM ~ DRILL 3/4"ø HOLE & EPOXY GROUT (2) #6 LONGITUDINAL #5 @ 12" O.C. ~ DRILL 3/4"ø HOLE & EPOXY GROUT RE: PLAN 3" CLR 1'-0"8"HSS POST ~ RE: PLAN CONC CLOSURE POUR 5" SLAB-ON-GRADE 16"sq CONC PEDESTAL W/ (4) #6 VERT + #4 TIES x@ 12"FOOTING ~ RE: PLAN 10.4 4'-0"1'-6"2'-0" sq 6" METAL STUDS #5 @ 12" EA WAY CENTERED WALL BEYOND #4x 16"@ 12"#4 DROP T.O.W. @ DOOR COOR SILL ANGLE W/ELEV SUPPLIER ~ 3/4"ø x4 3/4" EMBED HILTI KWIK BOLT 3 @ 24" MAX 1 1/2"2"24"#5 @ 12" EA WAY CENTERED REI | STRUCTURAL 1801 Broadway, Suite 250 Denver, CO 80202 (303) 575-9510 JOB NO:SHEET NO:PLOT DATE & TIME:INASMUCH AS THE REMODELING AND/OR REHABILITATION OF THE EXISTING STRUCTURE REQUIRES THAT CERTAIN ASSUMPTION S BE MADE BY THE ARCHITECT REGARDING EXISTING CONDITI ONS,AND BECAUSE SOME OF THESE ASSUMPTIONS MAY NOT BE VERIFIABLE WITHOUT THE OWNER'S EXPENDING SUBSTANTIA L SUMS OF MONEY OR DESTROYING OTHERWISE ADEQUATE OR SERVICEABLE PORTIONS OF THE STRUCTURE, THE OWNER AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO INDEMNIFY AND HOLD HARMLESS THE ARCHITECT, ITS OFFI CERS,DIRECTORS, OWNERS, EMPLOYEES, SUB-CONSULTANTS,SUCCESSORS AND ASSIGNS FROM AND AGAINST ANY AND ALL CLAIMS, DEMANDS, LOSSES, CAUSES OF ACTION, DAMAGES,LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEY S'FEES AND DEFENSE COSTS, WHICH ANY OF THE FOREGOING PARTIES MAY INCUR ARISING OUT OF OR IN ANY WAY CONNECTED WITH THIS PROJECT, EXCEPTING ONLY THOSE DAMAGES, LIABILITIES OR COSTS ATTRIBUTABLE SOLELY T O THE RECKLESSNESS OR WILLFUL MISCONDUCT BY THE ARCHITECT COPYRIGHT - ALL RIGHTS RESERVED.THIS DESIGN, INCLUDING ALL DRAWINGS, HAS BEEN PREPARED FOR THE SPECIFIC CLIENT AND SITE AND AS SUCH ARE THE INSTRUMENTS OF PROFESSIONALLY CONTRACTED SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THIS DESIGN REMAINS THE INTELLECTUAL PROPERTY OF THE ARCHITECT:SNOWDON AND HOPKINS, ARCHITECTS, P.C.ANY REPRODUCTION OR USE OF THESE DRAWINGS FOR DISTRIBUTION, INCLUSION,EVALUATION OR CONSTRUCTION REGARDING ANY OTHER SITE, OR DESIGN, IS STRICTLY PROHIBITED WITHOUT PRIOR AND EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ARCHITECT.Date Job Number Snowdon and Hopkins • Architects, P.C.P.O. BOX 3340 Vail, Colorado 81658 970-476-2201 FAX 476-7491 3/7/12 PERMIT SET 3/7/2012 3:36:13 PM L O T 5 , A R E S U B D I V I S I O N O F L O T 1 , B L O C K 1 ,V A I L /L I O N S H E A D S E C O N D F I L I N G 2 9 2 W E S T M E A D O W D R I V E V A I L , C O L O R A D O 11067.0 S5.1 S5.1 V A I L P U B L I C L I B R A R Y R E M O D E L #11067.0 FOUNDATION DETAILS 3/4" = 1'-0"S5.1 A NEW FOOTING @ G.L. 10 & B 3/4" = 1'-0"S5.1 B FOUNDATION @ G.L. 10.9 3/4" = 1'-0"S5.1 C FOUNDATION @ GLASS 3/4" = 1'-0"S5.1 D FOUNDATION @ G.L. 10.9 1 1/2" = 1'-0"S5.1 E BASEPLATES 3/4" = 1'-0"S5.1 F PLAN @ GRIDS B-10 3/4" = 1'-0"S5.1 G PLAN @ B-10.4 3/4" = 1'-0"S5.1 H FOUNDATION @ G.L. B-10.4 3/4" = 1'-0"S5.1 J PEDESTAL & FOOTING @ NEW COLUMN 3/4" = 1'-0"S5.1 K INTERIOR FOOTING 3/4" = 1'-0"S5.1 L ELEVATOR PIT Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
10 3"4"(E) CONC BEAM x24"WIDE ~ FIELD VERIFY HSS14x4 2" CONC + 2" DECK W10x 3/16 PL 3/8x3x6 SHEAR TAB STEEL SHIMS ALLOW 1/8" FOR L8x6x5/8x LENGTH OF CONC BEAM ON DIAG 3/16 TOP &BOTTOM NOTE: CONNECT W10x TO COLUMN BEYOND AS SHOWN THIS DETAIL 8136'-10"2'-0"1'-0 1/2"8"2" DECK + 2" CONC C10x DEMO (E) BALCONY W8x BEYOND 4"5"3/4"ø x4 3/4" EMBED HILTI KWIK BOLT 3 CENTERED IN 2" VERT SLOTS @ 24" O.C.B 8136'-6"HSS4x W8x HSS4x 6"6"3"12"ø O.D. ARCHITECTURAL COLUMN COVER 3/16 1" RETURN TOP &BOTTOM 10 B.4 N T S 2 "N T S 2 "1 "A S5.2 +_______________________B S5.2 +_______________________3/16 PL- HSS 3/16 3 SIDES C10x W10x HSS4x PL3/8"x6"x6"FOR BEAM COLUMN CONNECTION ~RE: __/S5.3 L8x6 BELOW 7 "4 "3 1 /2 "8136'-2 1/2"3/162-12 HSS3 1/2x3 1/2x1/4 W8x PAVER SYSTEM ~ RE: ARCH 8136'-6"T.O.S.3 1 /2 "4 "B 10.4 3"4 "HSS4x4x1/4 DOWN HSS4x4 UP 2 "3"F S5.2 +_______________________11 8137'-8"8137'-10"8134'-0"RE: ARCH 1'-5"6" METAL STUDS W/ 3/4"SLIP @ TRACK W10x BUILD OUT W/ CRA 2x2x18GA WINDOW 6" STONE VENEER 10.4 2"MATCH TREAD WIDTH 4 "3 1 /2 "RE: ARCH R E : A R C H 8136'-10"LIGHT GAGE TREADS &RISERS W/ 2" CONC TREADS MC12x ~ STRIP FLANGE EXTEND BUILT-UP WEB & FLANGE AS SHOWN C10x CLW12x 5'-8 1/2"5 1/4"3 "5 '-1 1 "3 "3"5 '-8 "FLOOR EDGE ABOVE MC12x VERT MC12x10.6 ~TYP STRINGER MC12x VERT MC12x10.6 WELD TO MC12xVERT HSS3x3x1/4 TYP ~BEAR ON SLAB @ 8127'-2"MC12x10.6 C8x11.5 3/16 TYP 1 1 /2 "T.O.S.8133'-8"2 1/4"1 1 /2 "T.O.S.8133'-8"T.O.S.8134'-1 1/2"K S5.2 _______________________K S5.2 +_______________________SIM O.H.3/16 8134'-0"MC12x STRINGER BEYOND ~ WELD TO UPPER MC12x C8x HSS3x MC12x STRINGER MC12x10.6 VERT B.O.S. = C8x B.O.S.REI | STRUCTURAL 1 8 0 1 B r o a d w a y , S u i t e 2 5 0 D e n v e r , C O 8 0 2 0 2 (3 0 3 ) 5 7 5 -9 5 1 0 JOB NO:SHEET NO:PLOT DATE & TIME:INASMUCH AS THE REMODELING AND/OR REHABILITATION OF THE EXISTING STRUCTURE REQUIRES THAT CERTAIN ASSUMPTION S BE MADE BY THE ARCHITECT REGARDING EXISTING CONDITI ONS,AND BECAUSE SOME OF THESE ASSUMPTIONS MAY NOT BE VERIFIABLE WITHOUT THE OWNER'S EXPENDING SUBSTANTIA L SUMS OF MONEY OR DESTROYING OTHERWISE ADEQUATE OR SERVICEABLE PORTIONS OF THE STRUCTURE, THE OWNER AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO INDEMNIFY AND HOLD HARMLESS THE ARCHITECT, ITS OFFI CERS,DIRECTORS, OWNERS, EMPLOYEES, SUB-CONSULTANTS,SUCCESSORS AND ASSIGNS FROM AND AGAINST ANY AND ALL CLAIMS, DEMANDS, LOSSES, CAUSES OF ACTION, DAMAGES,LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEY S'FEES AND DEFENSE COSTS, WHICH ANY OF THE FOREGOING PARTIES MAY INCUR ARISING OUT OF OR IN ANY WAY CONNECTED WITH THIS PROJECT, EXCEPTING ONLY THOSE DAMAGES, LIABILITIES OR COSTS ATTRIBUTABLE SOLELY T O THE RECKLESSNESS OR WILLFUL MISCONDUCT BY THE ARCHITECT COPYRIGHT - ALL RIGHTS RESERVED.THIS DESIGN, INCLUDING ALL DRAWINGS, HAS BEEN PREPARED FOR THE SPECIFIC CLIENT AND SITE AND AS SUCH ARE THE INSTRUMENTS OF PROFESSIONALLY CONTRACTED SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THIS DESIGN REMAINS THE INTELLECTUAL PROPERTY OF THE ARCHITECT:SNOWDON AND HOPKINS, ARCHITECTS, P.C.ANY REPRODUCTION OR USE OF THESE DRAWINGS FOR DISTRIBUTION, INCLUSION,EVALUATION OR CONSTRUCTION REGARDING ANY OTHER SITE, OR DESIGN, IS STRICTLY PROHIBITED WITHOUT PRIOR AND EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ARCHITECT.Date Job Number Snowdon and Hopkins • Architects, P.C.P.O. BOX 3340 Vail, Colorado 81658 970-476-2201 FAX 476-7491 3/7/12 PERMIT SET 3/7/2012 3:36:13 PM L O T 5 , A R E S U B D I V I S I O N O F L O T 1 , B L O C K 1 ,V A I L /L I O N S H E A D S E C O N D F I L I N G 2 9 2 W E S T M E A D O W D R I V E V A I L , C O L O R A D O 11067.0 S5.2 S5.2 V A I L P U B L I C L I B R A R Y R E M O D E L #11067.0 FLOOR FRAMING DETAILS 3/4" = 1'-0"S5.2 A HSS18x BEAM @ EXISTING 3/4" = 1'-0"S5.2 B DIAGONAL BEAM @ (E) 3/4" = 1'-0"S5.2 F BEAM / COLUMN @ B-10.4 1 1/2" = 1'-0"S5.2 C PLAN @ B.4-10 3/4" = 1'-0"S5.2 D ELEVATOR BEAM @ PAVERS 3/4" = 1'-0"S5.2 E PLAN @ B-10.4 3/4" = 1'-0"S5.2 G BEAM / STAIR LANDING @ G.L. 11 3/4" = 1'-0"S5.2 H HEAD OF STAIRS 1 1/2" = 1'-0"S5.2 J PLAN @ STAIR LANDING T.O.C. 8134 3/4" = 1'-0"S5.2 K LANDING DETAIL Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
10 1'-2"B S5.3 _______________________(E) 6 3/4x28 1/2 GLB HSS14x4 ADD PL1/2"x1'-0" TO (E) PIPE COLUMN ~ FIELD WELD TO PIPE & HSS 14x6 BEAM W14x 3/8" PL HANGER 10 AFF T.O. PARAPET PARAPET BUILT UP ROOF (E) 5 1/8"x15" GLB (E) 6 3/4"x28 1/2" GLB W14x HSS14x4 W/ PL HANGER @ (E) GLB ~ PL3/8"x10"x2'-8" W/(3) ROWS OF LAGS 5/8"ø x4"@ 4" GA 2"4"4"4"3/16 TOP & BOT 1'-1 1/2"1'-3"F.V.2'-0" ±T.O. PARAPET VARIES 11 7/8" TJI W10x C D E 7 3/4"2"4 "6" 12"W14x22 SPANDREL H S S 6 x 4 x 1 /4 B E N T HSS6x6x1/4 HSS5x5x1/4 8146'-2"T.O.S.8153'-2"T.O.S.8150'-0 1/2"(E) T.O.C.3/16 TYP 3/16 TYP FRAME TO MATCH SKYLIGHT BEYOND C12x20.7 BEYOND (2 PLACES)C 7 3/4"7 3/4"3"4 3/4"2"8150'-2"8153'-4"3/162-12 1'-0"GABLE SKYLIGHT BY OTHERS WOOD PLATE & 1/2"PLYWOOD CAP W12x 6" METAL STUD PARAPET @ SOUTH 3 5/8 CSJ x18 GA STUDS @ 16" O.C.W8x HSS4x 6" METAL STUD WALL @ ELEVATOR 3"3"C 8153'-4"7 3/4"7 3/4"VARIES 8" 12"FOR ADDITIONAL INFORMATION RE:E/S5.3 ELEVATOR WALL BEYOND SLOPED ROOF ELEVATOR PARAPET BEYOND 2"2'-8 5/8"6" 12"6" METAL STUDS 9 1/4" RAFTERS 6" METAL STUD PARAPET 1 1/2" METAL DECK CL HOIST BEAM 2x PLATE W/ TOP FLANGE HANGERS _______S5.3 J _______S5.3 J +8148'-8"T.O.S.8150'-2"T.O.S.8151'-2"10.4 8148'-8"T.O.S.8150'-2"8151'-2"3/16 HSS4x4x1/4 HANGER 9 1/4" LVL RAFTERS W8x W/ SHEAR TAB @ HANGER 6" METAL STUDS 9 1/4" LVL RAFTERS 2x PLATE W/ TOP FLANGE HANGERS (TYP)_______S5.3 J +10.4 6" 12"6" METAL STUDS 11 7/8" RAFTERS 1 3/4"x9 1/4" LVL W/(3) #12 TEKS @ EACH STUD SIMPSON FACE HANGER W/SIMPSON SHORTS 420 PLF SIMPSON LSSU FACE HANGER W/ SIMPSON SHORTS 550 PLF 9 1/4" RAFTERS 10.4 1 3/4"x11 7/8" LVL W/(3) #12 TEKS @ EACH STUD 11 3'-0"3"3"6" 12"5/8" PLYWOOD BLOCKING @ EACH JOIST SPACE 11 7/8" LVL SIMPSON H3 @ EACH RAFTER W10x W/ 2x6 PL W/ PAF @ 16"6: METAL STUD WALL W/ 3/4"SLIP @ TOP TRACK BIRDSMOUTH B 10 7"1"2"2"1 1/2"1 1/2"8136'-6"T.O.S.3/16 PL3/8"x8 1/2"x12"SLOT @ COLUMN 3/16 PL3/8"x3 1/2"x12" W/(4) 3/4"ø BOLTS HSS14x W/ 3/8" END CAP REI | STRUCTURAL 1801 Broadway, Suite 250 Denver, CO 80202 (303) 575-9510 JOB NO:SHEET NO:PLOT DATE & TIME:INASMUCH AS THE REMODELING AND/OR REHABILITATION OF THE EXISTING STRUCTURE REQUIRES THAT CERTAIN ASSUMPTION S BE MADE BY THE ARCHITECT REGARDING EXISTING CONDITI ONS,AND BECAUSE SOME OF THESE ASSUMPTIONS MAY NOT BE VERIFIABLE WITHOUT THE OWNER'S EXPENDING SUBSTANTIA L SUMS OF MONEY OR DESTROYING OTHERWISE ADEQUATE OR SERVICEABLE PORTIONS OF THE STRUCTURE, THE OWNER AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO INDEMNIFY AND HOLD HARMLESS THE ARCHITECT, ITS OFFI CERS,DIRECTORS, OWNERS, EMPLOYEES, SUB-CONSULTANTS,SUCCESSORS AND ASSIGNS FROM AND AGAINST ANY AND ALL CLAIMS, DEMANDS, LOSSES, CAUSES OF ACTION, DAMAGES,LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEY S'FEES AND DEFENSE COSTS, WHICH ANY OF THE FOREGOING PARTIES MAY INCUR ARISING OUT OF OR IN ANY WAY CONNECTED WITH THIS PROJECT, EXCEPTING ONLY THOSE DAMAGES, LIABILITIES OR COSTS ATTRIBUTABLE SOLELY T O THE RECKLESSNESS OR WILLFUL MISCONDUCT BY THE ARCHITECT COPYRIGHT - ALL RIGHTS RESERVED.THIS DESIGN, INCLUDING ALL DRAWINGS, HAS BEEN PREPARED FOR THE SPECIFIC CLIENT AND SITE AND AS SUCH ARE THE INSTRUMENTS OF PROFESSIONALLY CONTRACTED SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THIS DESIGN REMAINS THE INTELLECTUAL PROPERTY OF THE ARCHITECT:SNOWDON AND HOPKINS, ARCHITECTS, P.C.ANY REPRODUCTION OR USE OF THESE DRAWINGS FOR DISTRIBUTION, INCLUSION,EVALUATION OR CONSTRUCTION REGARDING ANY OTHER SITE, OR DESIGN, IS STRICTLY PROHIBITED WITHOUT PRIOR AND EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ARCHITECT.Date Job Number Snowdon and Hopkins • Architects, P.C.P.O. BOX 3340 Vail, Colorado 81658 970-476-2201 FAX 476-7491 3/7/12 PERMIT SET 3/7/2012 3:36:14 PM L O T 5 , A R E S U B D I V I S I O N O F L O T 1 , B L O C K 1 ,V A I L /L I O N S H E A D S E C O N D F I L I N G 2 9 2 W E S T M E A D O W D R I V E V A I L , C O L O R A D O 11067.0 S5.3 S5.3 V A I L P U B L I C L I B R A R Y R E M O D E L #11067.0 ROOF FRAMING DETAILS 1 1/2" = 1'-0"S5.3 A PLAN @ ROOF BEAM HANGER 3/4" = 1'-0"S5.3 B GLB HANGER @ G.L. 10 3/4" = 1'-0"S5.3 C NEW ROOF @ DIAGONAL 3/8" = 1'-0"S5.3 D SOUTH END FRAME @ GABLE SKYLIGHT 3/4" = 1'-0"S5.3 E GABLE SKYLIGHT @ ELEVATOR 3/4" = 1'-0"S5.3 F GABLE SKYLIGHT @ SLOPED ROOF 3/8" = 1'-0"S5.3 G ROOF @ ELEVATOR 3/8" = 1'-0"S5.3 H ROOF @ ELEVATOR 3/4" = 1'-0"S5.3 J RAFTERS @ METAL STUD WALL 3/4" = 1'-0"S5.3 K SLOPED RAFTER @ EAVE 1 1/2" = 1'-0"S5.3 L PLAN @ B-10 Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
SYMBOL DOUBLESINGLE ABBRDESCRIPTION RETURN DUCT UP SUPPLY DUCT UP OUTSIDE AIR DUCT UP EXHAUST DUCT UP RETURN DUCT DN ROUND DUCT UP ROUND DUCT DN ROUND DUCT RISE ROUND DUCT DROP RADIUS ELBOW DUCT RISE CAPPED DUCT EXISTING DUCT NO CHANGE EXISTING DUCT TO BE REMOVED FIRE SMOKE DAMPER FIRE DAMPER SMOKE DAMPER MOTORIZED DAMPER RA SA OA EA RA FSD FD SD MD SA OA EA SUPPLY DUCT DN OUTSIDE AIR DUCT DN EXHAUST DUCT DN ABBRDESCRIPTION ABBRDESCRIPTION ABBRDESCRIPTION RADIUS ELBOW DUCT DROP MITRED ELBOW DUCT RISE MITRED ELBOW DUCT DROP MITRED ELBOW VANED ELBOW RADIUS ELBOW RECT.TOROUND DUCT TRANSITION DUCT TRANSITION MANUAL VOLUME DAMPER W/ LOCKING QUADRANT MVD CONICAL SPININ FITTING W/ MANUAL VOLUME DAMPER CONICAL TAP FLEXIBLE DUCT CONNECTOR FC LOW PRESSURE FLEXIBLE DUCT SYMBOL SUPPLY DIFFUSER 4WAY THROW SUPPLY DIFFUSER 3WAY THROW SUPPLY DIFFUSER 2WAY THROW SUPPLY DIFFUSER 1WAY THROW SUPPLY SLOT DIFFUSER RETURN AIR GRILLE EXHAST AIR GRILLE CEILING ACCESS PANEL AP AIR TERMINALS:MECHANICAL & PLUMBING LEGEND UNDERFLOOR SWIRL DIFFUSER MECHANICAL PIPING:SUPPLY PIPING (TYPE ABBR. AND DESCR. BELOW &NEXT COLUMN)CHILLED WATER SUPPLY CHWS CHILLED WATER RETURN CHWR CONDENSER WATER SUPPLY CWS CONDENSER WATER RETURN CWR PROCESS COOLING WATER SUPPLY PCS PROCESS COOLING WATER RETURN PCR PIPING TO BE REMOVED SYMBOL RS REFRIGERANT SUCTION RL REFRIGERANT LIQUID RL REFRIGERANT LIQUID VALVES:GVGATE VALVE CVCHECK VALVE PRV PRESSURE REDUCING VALVE SVSOLENOID VALVE BLVBALANCING VALVE GLV GLOBE VALVE (STRAIGHT PATTERN)BFVBUTTERFLY VALVE BVBALL VALVE PVPLUG VALVE DV HOSE END DRAIN VALVE TCV AUTOMATIC TEMP.CONTROL VALVE,2WAY GLV GLOBE VALVE (ANGLE PATTERN)TCV AUTOMATIC TEMP.CONTROL VALVE,3WAY TPR TEMPERATURE/PRESSURE RELIEF VALVE STR STRAINER W/ BLOW OFF VAVLVE &CAPPED HOSE END FVFLOW VENTURI SYMBOL SYMBOLS:AIR TERMINAL CALLOUT, TYP (X)DEVICES MECHANICAL EQUIPMENT TAG (POWERED)MECHANICAL EQUIPMENT TAG (NONPOWERED)RETURN/EXHAUST AIR FLOW SYMBOL SUPPLY AIR FLOW SYMBOL SECTION MARKER SHEET KEY NOTE THERMOSTAT SPACE TEMPERATURE SENSOR HUMIDISTAT SPACE PRESSURE SENSOR CARBON DIOXIDE SENSOR CARBON MONOXIDE SENSOR DUCT MOUNTED SMOKE DETECTOR SDSUCTION DIFFUSER G LOW PRESSURE GAS (0.5 PSI OR LESS)MG MEDIUM PRESSURE GAS (0.5 TO 2 PSI)LVGLEAVING MAMAKEUP AIR MAXMAXIMUM MCAMINIMUM CIRCUIT AMPACITY MBHTHOUSAND BTUH MCCMOTOR CONTROL CENTER MINMINIMUM MOCPMAX OVER CURRENT PROTECTION MTLMETAL NCNOISE CRITERIA (N)NEW NTSNOT TO SCALE OAOUTSIDE AIR O.C.ON CENTER OPNGOPENING PPUMP PDPRESSURE DROP/DIFFERENTIAL PFPREFILTER PRESSPRESSURE PSIGPOUNDS PER SQUARE INCH GAUGE PWLSOUND POWERLEVEL QTYQUANTITY RARETURN AIR (R)RELOCATE REFREFERENCE RFRETURN FAN RHRELATIVE HUMIDITY RLARUNNING LOAD AMPS RPMREVOLUTION PER MIN.RQDREQUIRED SASUPPLY AIR SCFMSTANDARD AIRCUBIC FEET PER MINUTE SFSUPPLY FAN SHTSHEET SPECSSPECIFICATIONS SPSTATIC PRESSURE SQSQUARE SQFTSQUARE FOOT SSSTAINLESS STEEL STSOUND TRAP TGTRANSFER GRILLE TODTOP OF DUCT TSPTOTAL STATIC PRESSURE TYPTYPICAL UONUNLESS OTHERWISE NOTED UTRUP THRU ROOF VAVVARIABLE AIR VOLUME VELVELOCITY VFDVARIABLE FREQUENCY DRIVE VSDVARIABLE SPEED DRIVE VTRVENT THRU ROOF WBWETBULB WFWATER FILTRATION W/WITH W/0WITHOUT ABBREVIATIONS:ABBRDESCRIPTION ABBRDESCRIPTION AFAFTER FILTER AFFABOVE FINISHED FLOOR AFGABOVE FINISHED GRADE AHUAIR HANDLING UNIT ALALUMINUM AMB.AMBIENT APACCESS PANEL BBOILER BHPBRAKE HORSE POWER BODBOTTOM OF DUCT BTUHBRITISH THERMAL UNIT PER HOUR CAVCONSTANT AIR VOLUME CCCOOLING COIL CFHCUBIC FEET PER HOUR CFMCUBIC FEET PER MINUTE CHCHILLER COPCOEFFICIENT OF PERFORMANCE CRUCONDENSATE RETURN UNIT CVCONSTANT VOLUME dBDECIBEL DBDRYBULB DDCDIRECTDIGITAL CONTROL DEFLDEFLECTION DIADIAMTER DNDOWN DPDISCHARGE PLENUM DWGDRAWING EAEXHAUST AIR EDREFFECTIVE DIRECT RADIATION EERENERGY EFFICIENCY RATIO EFEXHAUST FAN EFFEFFICIENCY ENTENTERING ESPEXTERNAL STATIC PRESSURE (E)EXISTING *FDEGREE FAHRENHEIT FCUFAN COIL UNIT F.G.FIBERGLASS FFFINAL FILTER FLAFULL LOAD AMPS FPIFINS PER INCH FPMFEET PER MINUTE FRIC.FRICTION FTFLASH TANK FSFLOOR SINK FT. WC.FEET WATER COLUMN GALGALLON GPHGALLONS PER HOUR GPMGALLONS PER MINUTE HCHEATING COIL HPHORSEPOWER HUHUMIDIFIER HZHERTZ IN. WC.INCHES WATER COLUMN ISOL.ISOLATOR KWKILOWATTS LBSPOUNDS LBS/HRPOUNDS PER HOUR (NOT ALL SYMBOLS LISTED BELOW ARE USED IN THIS SET OF MECHANICAL DRAWINGS)DIAGRAM CALLOUT HEATING WATER SUPPLY HWS HEATING WATER RETURN HWR HIGH TEMP. HOT WATER SUPPLY HTWS HIGH TEMP. HOT WATER RETURN HTWR LOW PRESSURE STEAM SUPPLY LPS MEDIUM PRESSURE STEAM SUPPLY MPS HIGH PRESSURE STEAM SUPPLY HPS LOW PRESSURE STEAM CONDENSATE RETURN LPR MPR HPR MEDIUM PRESSURE STEAM CONDENSATE RETURN HIGH PRESSURE STEAM CONDENSATE RETURN PR PUMPED CONDENSATE RETURN SCW SOFT COLD WATER A CONTROL AIR (PNEUMATIC)BD BOILER BLOW DOWN BF BOILER FEED BO BLOW OFF CF CHEMICAL FEED DR EQUIPMENT DRAIN D INDIRECT DRAIN ABBRDESCRIPTION PIPING:SYMBOL DOMESTIC COLD WATER CW DOMESTIC HOT WATER HW DOMESTIC HOT RECIRCULATING WATER HWC SANITARY WASTE ABOVE FLOOR SAN SANITARY WASTE BELOW FLOOR SBF V ST SANITARY VENT STORM PIPING OD STORM OVERFLOOR PIPING PLUMBING FIXTURE DESIGNATION 1i POINT OF CONNECTION INVERT ELEVATION EXISTING PIPING (E)FITTINGS:CR CONCENTRIC REDUCER ER ECCENTRIC REDUCER P&T PRESSURE/TEMPERATURE PORT TAPS UUNION EJEXPANSION JOINT FC FLEXIBLE PIPE CONNECTOR ACALIGNMENT GUIDE ANPIPE ANCHOR FS FLOW SWITCH PS PRESSURE SWITCH PG PRESSURE GAUGE W/ GAUGE COCK STEAM TRAP ELBOW UP ELBOW DN TEE UP TEE DN WCO WALL CLEANOUT FCO FLOOR CLEANOUT FD FLOOR DRAIN FS FLOOR SINK HB WH HOSE BIBB WALL HYDRANT PLUMBING PIPING:PIPING GENERAL:RETURN PIPING (TYPE ABBR. AND DESCR. BELOW &NEXT COLUMN)HVAC:FS PS S D ( )FLOW A SIZE X 1i 1i 1 A101 SIM 0 T TS H PS CD CO A101 1 SIM 03/07/12 Date Job Number VAIL PUBLIC LIBRARY REMODEL 292 WEST MEADOW DRIVE P.O. BOX 3340 Vail, Colorado 81658 9704762201 FAX 4767491 1118 03/07/12 VAIL, COLORADO COPYRIGHT ALL RIGHTS RESERVED.THIS DESIGN, INCLUDING ALL DRAWINGS, HAS BEEN PREPARED FOR THE SPECIFIC CLIENT AND SITE AND AS SUCH ARE THE INSTRUMENTS OF PROFESSIONALLY CONTRACTED SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT.THIS DESIGN REMAINS THE INTELLECTUAL PROPERTY OF THE ARCHITECT:SNOWDON AND HOPKINS, ARCHITECTS, P.C.ANY REPRODUCTION OR USE OF THESE DRAWINGS FOR DISTRIBUTION, INCLUSION,EVALUATION OR CONSTRUCTION REGARDING ANY OTHER SITE, OR DESIGN, IS STRICTLY PROHIBITED WITHOUT PRIOR AND EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ARCHITECT.INASMUCH AS THE REMODELING AND/OR REHABILITATION OF THE EXISTING STRUCTURE REQUIRES THAT CERTAIN ASSUMPTION S BE MADE BY THE ARCHITECT REGARDING EXISTING CONDITIONS , AND BECAUSE SOME OF THESE ASSUMPTIONS MAY NOT BE VERIFI ABLE WITHOUT THE OWNER'S EXPENDING SUBSTANTIAL SUMS OF MONEY OR DESTROYING OTHERWISE ADEQUATE OR SERVICEAB LE PORTIONS OF THE STRUCTURE, THE OWNER AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO INDEMNIFY AND H OLD HARMLESS THE ARCHITECT, ITS OFFICERS, DIRECTORS, OW NERS,EMPLOYEES, SUBCONSULTANTS, SUCCESSORS AND ASSIGNS FROM AND AGAINST ANY AND ALL CLAIMS, DEMANDS, LOSSE S,CAUSES OF ACTION, DAMAGES, LIABILITIES OR COSTS, IN CLUDING REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, WHICH ANY OF THE FOREGOING PARTIES MAY INCUR ARISING OUT OF O R IN ANY WAY CONNECTED WITH THIS PROJECT, EXCEPTING ONLY THOSE DAMAGES, LIABILITIES OR COSTS ATTRIBUTABLE SO LELY TO THE RECKLESSNESS OR WILLFUL MISCONDUCT BY THE ARCHI TECT.LOT 5, A RESUBDIVISION OF LOT 1, BLOCK 1,VAIL / LIONSHEAD SECOND FILING ME Engineers, Inc.3425 austin bluffs pkwy, ste 201 colorado springs, co 80918 t. 719.536.0036 / f. 719.536.0037 www.meengineers.com Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/123
FAN SCHEDULE GENERAL NOTES NOTES:A. CURB B. SCREEN C. DRIVE D. DAMPER E. ACCESSORIES F. TYPE G. SPECIAL COATINGS H. MISCELLANEOUS I. CONTROL ELECTRIC HEATER SCHEDULE GENERAL COMMENTS NOTES:A. DESCRIPTION B. ACCESSORIES GRILLE REGISTER DIFFUSER SCHEDULE GENERAL NOTES NOTES:A. MATERIAL B. FINISH C. DAMPER D. ACCESSORIES VENTILATION SCHEDULE AHU1 03/07/12 Date Job Number VAIL PUBLIC LIBRARY REMODEL 292 WEST MEADOW DRIVE P.O. BOX 3340 Vail, Colorado 81658 970#476#2201 FAX 476#7491 1118 03/07/12 VAIL, COLORADO COPYRIGHT # ALL RIGHTS RESERVED.THIS DESIGN, INCLUDING ALL DRAWINGS, HAS BEEN PREPARED FOR THE SPECIFIC CLIENT AND SITE AND AS SUCH ARE THE INSTRUMENTS OF PROFESSIONALLY CONTRACTED SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT.THIS DESIGN REMAINS THE INTELLECTUAL PROPERTY OF THE ARCHITECT:SNOWDON AND HOPKINS, ARCHITECTS, P.C.ANY REPRODUCTION OR USE OF THESE DRAWINGS FOR DISTRIBUTION, INCLUSION,EVALUATION OR CONSTRUCTION REGARDING ANY OTHER SITE, OR DESIGN, IS STRICTLY PROHIBITED WITHOUT PRIOR AND EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ARCHITECT.INASMUCH AS THE REMODELING AND/OR REHABILITATION OF THE EXISTING STRUCTURE REQUIRES THAT CERTAIN ASSUMPTION S BE MADE BY THE ARCHITECT REGARDING EXISTING CONDITIONS , AND BECAUSE SOME OF THESE ASSUMPTIONS MAY NOT BE VERIFI ABLE WITHOUT THE OWNER'S EXPENDING SUBSTANTIAL SUMS OF MONEY OR DESTROYING OTHERWISE ADEQUATE OR SERVICEAB LE PORTIONS OF THE STRUCTURE, THE OWNER AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO INDEMNIFY AND H OLD HARMLESS THE ARCHITECT, ITS OFFICERS, DIRECTORS, OW NERS,EMPLOYEES, SUB#CONSULTANTS, SUCCESSORS AND ASSIGNS FROM AND AGAINST ANY AND ALL CLAIMS, DEMANDS, LOSSE S,CAUSES OF ACTION, DAMAGES, LIABILITIES OR COSTS, IN CLUDING REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, WHICH ANY OF THE FOREGOING PARTIES MAY INCUR ARISING OUT OF O R IN ANY WAY CONNECTED WITH THIS PROJECT, EXCEPTING ONLY THOSE DAMAGES, LIABILITIES OR COSTS ATTRIBUTABLE SO LELY TO THE RECKLESSNESS OR WILLFUL MISCONDUCT BY THE ARCHI TECT.LOT 5, A RESUBDIVISION OF LOT 1, BLOCK 1,VAIL / LIONSHEAD SECOND FILING M#E Engineers, Inc.3425 austin bluffs pkwy, ste 201 colorado springs, co 80918 t. 719.536.0036 / f. 719.536.0037 www.me#engineers.com Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
PLUMBING FIXTURE SCHEDULE SUMP/SEWAGE PUMP SCHEDULE A. DUTY B. TYPE C. CONTROL D. CONTROL PANEL E. MISCELLANEOUS 03/07/12 Date Job Number VAIL PUBLIC LIBRARY REMODEL 292 WEST MEADOW DRIVE P.O. BOX 3340 Vail, Colorado 81658 970#476#2201 FAX 476#7491 1118 03/07/12 VAIL, COLORADO COPYRIGHT # ALL RIGHTS RESERVED.THIS DESIGN, INCLUDING ALL DRAWINGS, HAS BEEN PREPARED FOR THE SPECIFIC CLIENT AND SITE AND AS SUCH ARE THE INSTRUMENTS OF PROFESSIONALLY CONTRACTED SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT.THIS DESIGN REMAINS THE INTELLECTUAL PROPERTY OF THE ARCHITECT:SNOWDON AND HOPKINS, ARCHITECTS, P.C.ANY REPRODUCTION OR USE OF THESE DRAWINGS FOR DISTRIBUTION, INCLUSION,EVALUATION OR CONSTRUCTION REGARDING ANY OTHER SITE, OR DESIGN, IS STRICTLY PROHIBITED WITHOUT PRIOR AND EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ARCHITECT.INASMUCH AS THE REMODELING AND/OR REHABILITATION OF THE EXISTING STRUCTURE REQUIRES THAT CERTAIN ASSUMPTION S BE MADE BY THE ARCHITECT REGARDING EXISTING CONDITIONS , AND BECAUSE SOME OF THESE ASSUMPTIONS MAY NOT BE VERIFI ABLE WITHOUT THE OWNER'S EXPENDING SUBSTANTIAL SUMS OF MONEY OR DESTROYING OTHERWISE ADEQUATE OR SERVICEAB LE PORTIONS OF THE STRUCTURE, THE OWNER AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO INDEMNIFY AND H OLD HARMLESS THE ARCHITECT, ITS OFFICERS, DIRECTORS, OW NERS,EMPLOYEES, SUB#CONSULTANTS, SUCCESSORS AND ASSIGNS FROM AND AGAINST ANY AND ALL CLAIMS, DEMANDS, LOSSE S,CAUSES OF ACTION, DAMAGES, LIABILITIES OR COSTS, IN CLUDING REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, WHICH ANY OF THE FOREGOING PARTIES MAY INCUR ARISING OUT OF O R IN ANY WAY CONNECTED WITH THIS PROJECT, EXCEPTING ONLY THOSE DAMAGES, LIABILITIES OR COSTS ATTRIBUTABLE SO LELY TO THE RECKLESSNESS OR WILLFUL MISCONDUCT BY THE ARCHI TECT.LOT 5, A RESUBDIVISION OF LOT 1, BLOCK 1,VAIL / LIONSHEAD SECOND FILING M#E Engineers, Inc.3425 austin bluffs pkwy, ste 201 colorado springs, co 80918 t. 719.536.0036 / f. 719.536.0037 www.me#engineers.com Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
03/07/12 Date Job Number VAIL PUBLIC LIBRARY REMODEL 292 WEST MEADOW DRIVE P.O. BOX 3340 Vail, Colorado 81658 970#476#2201 FAX 476#7491 1118 03/07/12 VAIL, COLORADO COPYRIGHT # ALL RIGHTS RESERVED.THIS DESIGN, INCLUDING ALL DRAWINGS, HAS BEEN PREPARED FOR THE SPECIFIC CLIENT AND SITE AND AS SUCH ARE THE INSTRUMENTS OF PROFESSIONALLY CONTRACTED SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT.THIS DESIGN REMAINS THE INTELLECTUAL PROPERTY OF THE ARCHITECT:SNOWDON AND HOPKINS, ARCHITECTS, P.C.ANY REPRODUCTION OR USE OF THESE DRAWINGS FOR DISTRIBUTION, INCLUSION,EVALUATION OR CONSTRUCTION REGARDING ANY OTHER SITE, OR DESIGN, IS STRICTLY PROHIBITED WITHOUT PRIOR AND EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ARCHITECT.INASMUCH AS THE REMODELING AND/OR REHABILITATION OF THE EXISTING STRUCTURE REQUIRES THAT CERTAIN ASSUMPTION S BE MADE BY THE ARCHITECT REGARDING EXISTING CONDITIONS , AND BECAUSE SOME OF THESE ASSUMPTIONS MAY NOT BE VERIFI ABLE WITHOUT THE OWNER'S EXPENDING SUBSTANTIAL SUMS OF MONEY OR DESTROYING OTHERWISE ADEQUATE OR SERVICEAB LE PORTIONS OF THE STRUCTURE, THE OWNER AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO INDEMNIFY AND H OLD HARMLESS THE ARCHITECT, ITS OFFICERS, DIRECTORS, OW NERS,EMPLOYEES, SUB#CONSULTANTS, SUCCESSORS AND ASSIGNS FROM AND AGAINST ANY AND ALL CLAIMS, DEMANDS, LOSSE S,CAUSES OF ACTION, DAMAGES, LIABILITIES OR COSTS, IN CLUDING REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, WHICH ANY OF THE FOREGOING PARTIES MAY INCUR ARISING OUT OF O R IN ANY WAY CONNECTED WITH THIS PROJECT, EXCEPTING ONLY THOSE DAMAGES, LIABILITIES OR COSTS ATTRIBUTABLE SO LELY TO THE RECKLESSNESS OR WILLFUL MISCONDUCT BY THE ARCHI TECT.LOT 5, A RESUBDIVISION OF LOT 1, BLOCK 1,VAIL / LIONSHEAD SECOND FILING M#E Engineers, Inc.3425 austin bluffs pkwy, ste 201 colorado springs, co 80918 t. 719.536.0036 / f. 719.536.0037 www.me#engineers.com Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
03/07/12 Date Job Number VAIL PUBLIC LIBRARY REMODEL 292 WEST MEADOW DRIVE P.O. BOX 3340 Vail, Colorado 81658 970#476#2201 FAX 476#7491 1118 03/07/12 VAIL, COLORADO COPYRIGHT # ALL RIGHTS RESERVED.THIS DESIGN, INCLUDING ALL DRAWINGS, HAS BEEN PREPARED FOR THE SPECIFIC CLIENT AND SITE AND AS SUCH ARE THE INSTRUMENTS OF PROFESSIONALLY CONTRACTED SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT.THIS DESIGN REMAINS THE INTELLECTUAL PROPERTY OF THE ARCHITECT:SNOWDON AND HOPKINS, ARCHITECTS, P.C.ANY REPRODUCTION OR USE OF THESE DRAWINGS FOR DISTRIBUTION, INCLUSION,EVALUATION OR CONSTRUCTION REGARDING ANY OTHER SITE, OR DESIGN, IS STRICTLY PROHIBITED WITHOUT PRIOR AND EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ARCHITECT.INASMUCH AS THE REMODELING AND/OR REHABILITATION OF THE EXISTING STRUCTURE REQUIRES THAT CERTAIN ASSUMPTION S BE MADE BY THE ARCHITECT REGARDING EXISTING CONDITIONS , AND BECAUSE SOME OF THESE ASSUMPTIONS MAY NOT BE VERIFI ABLE WITHOUT THE OWNER'S EXPENDING SUBSTANTIAL SUMS OF MONEY OR DESTROYING OTHERWISE ADEQUATE OR SERVICEAB LE PORTIONS OF THE STRUCTURE, THE OWNER AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO INDEMNIFY AND H OLD HARMLESS THE ARCHITECT, ITS OFFICERS, DIRECTORS, OW NERS,EMPLOYEES, SUB#CONSULTANTS, SUCCESSORS AND ASSIGNS FROM AND AGAINST ANY AND ALL CLAIMS, DEMANDS, LOSSE S,CAUSES OF ACTION, DAMAGES, LIABILITIES OR COSTS, IN CLUDING REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, WHICH ANY OF THE FOREGOING PARTIES MAY INCUR ARISING OUT OF O R IN ANY WAY CONNECTED WITH THIS PROJECT, EXCEPTING ONLY THOSE DAMAGES, LIABILITIES OR COSTS ATTRIBUTABLE SO LELY TO THE RECKLESSNESS OR WILLFUL MISCONDUCT BY THE ARCHI TECT.LOT 5, A RESUBDIVISION OF LOT 1, BLOCK 1,VAIL / LIONSHEAD SECOND FILING M#E Engineers, Inc.3425 austin bluffs pkwy, ste 201 colorado springs, co 80918 t. 719.536.0036 / f. 719.536.0037 www.me#engineers.com Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
04/09/12 Date Job Number VAIL PUBLIC LIBRARY REMODEL 292 WEST MEADOW DRIVE P.O. BOX 3340 Vail, Colorado 81658 970#476#2201 FAX 476#7491 1118 03/07/12 VAIL, COLORADO COPYRIGHT # ALL RIGHTS RESERVED.THIS DESIGN, INCLUDING ALL DRAWINGS, HAS BEEN PREPARED FOR THE SPECIFIC CLIENT AND SITE AND AS SUCH ARE THE INSTRUMENTS OF PROFESSIONALLY CONTRACTED SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT.THIS DESIGN REMAINS THE INTELLECTUAL PROPERTY OF THE ARCHITECT:SNOWDON AND HOPKINS, ARCHITECTS, P.C.ANY REPRODUCTION OR USE OF THESE DRAWINGS FOR DISTRIBUTION, INCLUSION,EVALUATION OR CONSTRUCTION REGARDING ANY OTHER SITE, OR DESIGN, IS STRICTLY PROHIBITED WITHOUT PRIOR AND EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ARCHITECT.INASMUCH AS THE REMODELING AND/OR REHABILITATION OF THE EXISTING STRUCTURE REQUIRES THAT CERTAIN ASSUMPTION S BE MADE BY THE ARCHITECT REGARDING EXISTING CONDITIONS , AND BECAUSE SOME OF THESE ASSUMPTIONS MAY NOT BE VERIFI ABLE WITHOUT THE OWNER'S EXPENDING SUBSTANTIAL SUMS OF MONEY OR DESTROYING OTHERWISE ADEQUATE OR SERVICEAB LE PORTIONS OF THE STRUCTURE, THE OWNER AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO INDEMNIFY AND H OLD HARMLESS THE ARCHITECT, ITS OFFICERS, DIRECTORS, OW NERS,EMPLOYEES, SUB#CONSULTANTS, SUCCESSORS AND ASSIGNS FROM AND AGAINST ANY AND ALL CLAIMS, DEMANDS, LOSSE S,CAUSES OF ACTION, DAMAGES, LIABILITIES OR COSTS, IN CLUDING REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, WHICH ANY OF THE FOREGOING PARTIES MAY INCUR ARISING OUT OF O R IN ANY WAY CONNECTED WITH THIS PROJECT, EXCEPTING ONLY THOSE DAMAGES, LIABILITIES OR COSTS ATTRIBUTABLE SO LELY TO THE RECKLESSNESS OR WILLFUL MISCONDUCT BY THE ARCHI TECT.LOT 5, A RESUBDIVISION OF LOT 1, BLOCK 1,VAIL / LIONSHEAD SECOND FILING M#E Engineers, Inc.3425 austin bluffs pkwy, ste 201 colorado springs, co 80918 t. 719.536.0036 / f. 719.536.0037 www.me#engineers.com Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
03/07/12 Date Job Number VAIL PUBLIC LIBRARY REMODEL 292 WEST MEADOW DRIVE P.O. BOX 3340 Vail, Colorado 81658 970#476#2201 FAX 476#7491 1118 03/07/12 VAIL, COLORADO COPYRIGHT # ALL RIGHTS RESERVED.THIS DESIGN, INCLUDING ALL DRAWINGS, HAS BEEN PREPARED FOR THE SPECIFIC CLIENT AND SITE AND AS SUCH ARE THE INSTRUMENTS OF PROFESSIONALLY CONTRACTED SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT.THIS DESIGN REMAINS THE INTELLECTUAL PROPERTY OF THE ARCHITECT:SNOWDON AND HOPKINS, ARCHITECTS, P.C.ANY REPRODUCTION OR USE OF THESE DRAWINGS FOR DISTRIBUTION, INCLUSION,EVALUATION OR CONSTRUCTION REGARDING ANY OTHER SITE, OR DESIGN, IS STRICTLY PROHIBITED WITHOUT PRIOR AND EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ARCHITECT.INASMUCH AS THE REMODELING AND/OR REHABILITATION OF THE EXISTING STRUCTURE REQUIRES THAT CERTAIN ASSUMPTION S BE MADE BY THE ARCHITECT REGARDING EXISTING CONDITIONS , AND BECAUSE SOME OF THESE ASSUMPTIONS MAY NOT BE VERIFI ABLE WITHOUT THE OWNER'S EXPENDING SUBSTANTIAL SUMS OF MONEY OR DESTROYING OTHERWISE ADEQUATE OR SERVICEAB LE PORTIONS OF THE STRUCTURE, THE OWNER AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO INDEMNIFY AND H OLD HARMLESS THE ARCHITECT, ITS OFFICERS, DIRECTORS, OW NERS,EMPLOYEES, SUB#CONSULTANTS, SUCCESSORS AND ASSIGNS FROM AND AGAINST ANY AND ALL CLAIMS, DEMANDS, LOSSE S,CAUSES OF ACTION, DAMAGES, LIABILITIES OR COSTS, IN CLUDING REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, WHICH ANY OF THE FOREGOING PARTIES MAY INCUR ARISING OUT OF O R IN ANY WAY CONNECTED WITH THIS PROJECT, EXCEPTING ONLY THOSE DAMAGES, LIABILITIES OR COSTS ATTRIBUTABLE SO LELY TO THE RECKLESSNESS OR WILLFUL MISCONDUCT BY THE ARCHI TECT.LOT 5, A RESUBDIVISION OF LOT 1, BLOCK 1,VAIL / LIONSHEAD SECOND FILING M#E Engineers, Inc.3425 austin bluffs pkwy, ste 201 colorado springs, co 80918 t. 719.536.0036 / f. 719.536.0037 www.me#engineers.com Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
04/09/12 Date Job Number VAIL PUBLIC LIBRARY REMODEL 292 WEST MEADOW DRIVE P.O. BOX 3340 Vail, Colorado 81658 970#476#2201 FAX 476#7491 1118 03/07/12 VAIL, COLORADO COPYRIGHT # ALL RIGHTS RESERVED.THIS DESIGN, INCLUDING ALL DRAWINGS, HAS BEEN PREPARED FOR THE SPECIFIC CLIENT AND SITE AND AS SUCH ARE THE INSTRUMENTS OF PROFESSIONALLY CONTRACTED SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT.THIS DESIGN REMAINS THE INTELLECTUAL PROPERTY OF THE ARCHITECT:SNOWDON AND HOPKINS, ARCHITECTS, P.C.ANY REPRODUCTION OR USE OF THESE DRAWINGS FOR DISTRIBUTION, INCLUSION,EVALUATION OR CONSTRUCTION REGARDING ANY OTHER SITE, OR DESIGN, IS STRICTLY PROHIBITED WITHOUT PRIOR AND EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ARCHITECT.INASMUCH AS THE REMODELING AND/OR REHABILITATION OF THE EXISTING STRUCTURE REQUIRES THAT CERTAIN ASSUMPTION S BE MADE BY THE ARCHITECT REGARDING EXISTING CONDITIONS , AND BECAUSE SOME OF THESE ASSUMPTIONS MAY NOT BE VERIFI ABLE WITHOUT THE OWNER'S EXPENDING SUBSTANTIAL SUMS OF MONEY OR DESTROYING OTHERWISE ADEQUATE OR SERVICEAB LE PORTIONS OF THE STRUCTURE, THE OWNER AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO INDEMNIFY AND H OLD HARMLESS THE ARCHITECT, ITS OFFICERS, DIRECTORS, OW NERS,EMPLOYEES, SUB#CONSULTANTS, SUCCESSORS AND ASSIGNS FROM AND AGAINST ANY AND ALL CLAIMS, DEMANDS, LOSSE S,CAUSES OF ACTION, DAMAGES, LIABILITIES OR COSTS, IN CLUDING REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, WHICH ANY OF THE FOREGOING PARTIES MAY INCUR ARISING OUT OF O R IN ANY WAY CONNECTED WITH THIS PROJECT, EXCEPTING ONLY THOSE DAMAGES, LIABILITIES OR COSTS ATTRIBUTABLE SO LELY TO THE RECKLESSNESS OR WILLFUL MISCONDUCT BY THE ARCHI TECT.LOT 5, A RESUBDIVISION OF LOT 1, BLOCK 1,VAIL / LIONSHEAD SECOND FILING M#E Engineers, Inc.3425 austin bluffs pkwy, ste 201 colorado springs, co 80918 t. 719.536.0036 / f. 719.536.0037 www.me#engineers.com Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
03/07/12 Date Job Number VAIL PUBLIC LIBRARY REMODEL 292 WEST MEADOW DRIVE P.O. BOX 3340 Vail, Colorado 81658 970#476#2201 FAX 476#7491 1118 03/07/12 VAIL, COLORADO COPYRIGHT # ALL RIGHTS RESERVED.THIS DESIGN, INCLUDING ALL DRAWINGS, HAS BEEN PREPARED FOR THE SPECIFIC CLIENT AND SITE AND AS SUCH ARE THE INSTRUMENTS OF PROFESSIONALLY CONTRACTED SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT.THIS DESIGN REMAINS THE INTELLECTUAL PROPERTY OF THE ARCHITECT:SNOWDON AND HOPKINS, ARCHITECTS, P.C.ANY REPRODUCTION OR USE OF THESE DRAWINGS FOR DISTRIBUTION, INCLUSION,EVALUATION OR CONSTRUCTION REGARDING ANY OTHER SITE, OR DESIGN, IS STRICTLY PROHIBITED WITHOUT PRIOR AND EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ARCHITECT.INASMUCH AS THE REMODELING AND/OR REHABILITATION OF THE EXISTING STRUCTURE REQUIRES THAT CERTAIN ASSUMPTION S BE MADE BY THE ARCHITECT REGARDING EXISTING CONDITIONS , AND BECAUSE SOME OF THESE ASSUMPTIONS MAY NOT BE VERIFI ABLE WITHOUT THE OWNER'S EXPENDING SUBSTANTIAL SUMS OF MONEY OR DESTROYING OTHERWISE ADEQUATE OR SERVICEAB LE PORTIONS OF THE STRUCTURE, THE OWNER AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO INDEMNIFY AND H OLD HARMLESS THE ARCHITECT, ITS OFFICERS, DIRECTORS, OW NERS,EMPLOYEES, SUB#CONSULTANTS, SUCCESSORS AND ASSIGNS FROM AND AGAINST ANY AND ALL CLAIMS, DEMANDS, LOSSE S,CAUSES OF ACTION, DAMAGES, LIABILITIES OR COSTS, IN CLUDING REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, WHICH ANY OF THE FOREGOING PARTIES MAY INCUR ARISING OUT OF O R IN ANY WAY CONNECTED WITH THIS PROJECT, EXCEPTING ONLY THOSE DAMAGES, LIABILITIES OR COSTS ATTRIBUTABLE SO LELY TO THE RECKLESSNESS OR WILLFUL MISCONDUCT BY THE ARCHI TECT.LOT 5, A RESUBDIVISION OF LOT 1, BLOCK 1,VAIL / LIONSHEAD SECOND FILING M#E Engineers, Inc.3425 austin bluffs pkwy, ste 201 colorado springs, co 80918 t. 719.536.0036 / f. 719.536.0037 www.me#engineers.com Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
Reviewed for Code Compliance Code: 2009 International Building Code (IBC) MH 4/13/12
per FD 4/13/12 Reviewed for Code Compliance Code: 2009 International Building Code (IBC)