1625 COLBY AVE 2017-05-23 - Laserfiche WebLink

Thompson Fire Damage Repair March 7, 2016 2 of 7 ELEVATIONS, BUILDING HEIGHT, FOOTPRINT, EXTENT OF IMPERVIOUS SURFACES,AND UTILITIES REMAIN UNCHANGED. PROJECT NOTES: GENERAL 1. THESE GENERAL NOTES APPLY, UNLESS SPECIFICALLY NOTED OTHERWISE. 2. ALL CONSTRUCTION,TESTING AND INSPECTING SHALL CONFORM TO THE BUILDING CODE REFERENCED BELOW. 3. STANDARDS REFERENCED IN THESE NOTES SHALL BE THE LATEST EDITION, UNLESS OTHERWISE NOTED. 4. THE NOTES AND D1-TAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THE GENERAL NOTES AND TYPICAL DETAILS. 5. DETAILS SHALL BE APPLIED TO EVERY LIKE CONDITION WHETHER OR NOT THEY ARE REFERENCED IN EVERY INSTANCE. FOR CONDITIONS NOT SPECIFICALLY SHOWN, PROVIDE ENGINEER WITH WRITTEN REQUEST FOR CLARIFICATION.(RFI). 6. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING FEATURES AND CONDITIONS(DIMENSIONS, ELEVATIONS, ETC.) UPON WHICH THESE DRAWINGS RELY. 7. OMISSIONS OR DISCREPANCIES BETWEEN THE VARIOUS ELEMENTS OF THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK. 8. DO NOT SCALE DRAWINGS. 9. DURING THE CONSTRUCTION PERIOD,THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF PERSONNEL AND PROPERTY ON AND AROUND THE JOBSITE. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING,GUYS, E-C. IN ACCORDANCE WITH ALL NATIONAL,STATE,AND LOCAL SAFETY ORDINANCES. 10. THE DRAWINGS REPRESENTTHE FINISHED STRUCTURE. THE METHODS, PROCEDURES,AND SEQUENCE OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. 11. MAINTAIN CLEANLINESS DURING THE COURSE OF CONSTRUCTION IN ALL PARTS OF THE PREMISES, 12. THESE CONSTRUCTION DOCUMENTS ARE LIMITED TO THE AREAS OF WORK SHOWN. STRUCTURAL CHECKS FOR GRAVITY AND LATERAL LOADING HAVE NOT BEEN PERFORMED ON OTHER AREAS OF THE STRUCTURE. 13. CASE FORENSICS SCOPE OF SERVICES ARE LIMITED TO THE STRUCTURAL ASPECTS OF THE WORK SHOWN. ARCHITECTURAL BJILDING ENVELOPE, MECHANICAL, ELECTRICAL, ENERGY,VENTILATION, ETC. DETAILS ARE NOT INCLUDED IN THESE DOCUMENTS. 14. SMOKE REMEDIATION BY OTHERS. STRUCTURAL DESIGN CRITERIA 1. BUILDING CODE: 2012 INTERNATIONAL RESIDENTIAL CODE 2. DEAD LOADS: SELF WEIGHT OF STRUCTURE 3. LIVE LOADS: 25 PSF SNOW 40 PSF LIVE 4. WIND DESIGN DATA: RISK CATEGORY: II WIND EXPOSURE CATEGORY: C BASIC WIND SPEED:V=110 MPH,3 SECOND GUST. 5. SEISMIC DESIGN DATA: SOIL CLASS=D(ASSUMED) SDs=0.860,SDI=0.493 FRAMING LUMBER 1. FRAMING LUMBER GRADES:WWPA GRADING RULES-05. STRESS VALUES SHOWN ARE BASE MEMBER VALUES: A. ALL FRAMING MEMBERS TO BE HEM FIR No.2,S.DRY, Fb=850. B. ALL FASTENERS AT PRESSURE TREATED LUMBER SHALL BE HOT-DIPPED GALVANIZED. 2. STRUCTURAL SHEATHING: A. ALL PANES TO BE PLYWOOD OF MINIMUM 5 PLY CONSTRUCTION. EACH PANEL SHALL BEAR THE QUALITY--RADEMARK STAMP OF THE"AMERICAN PLYWOOD ASSOCIATION". B. THICKNESS TO MATCH EXISTING. %" MINIMUM AT WALLS AND%"MINIMUM AT ROOF.