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Home My WebLink AboutFile Documents.533 E Main St.0004.2017 (9).ACBK0004-2017-ACBK_BuildingComments_3 Page: A10.1 File Name: Revised RD2 Plan Set.pdf Subject: PlanCheck Author: nickt Color: Specify hinges that will permit a 32" clear opening at door 302 when open at 90 degrees between leaf and jamb. Revised RD2 Plan Set.pdf (4) Page: S0.1 File Name: Revised RD2 Plan Set.pdf Subject: PlanCheck Author: nickt Color: Sanctuary platform live load should be 125 psf per 2009 IBC 1607.1 Page: S0.1 File Name: Revised RD2 Plan Set.pdf Subject: PlanCheck Author: nickt Color: Provide the snow load used (min 75 psf roof snow load per Ordinance 31, 2011) Page: S0.1 File Name: Revised RD2 Plan Set.pdf Subject: PlanCheck Author: nickt Color: List all items that must be special inspected and note whether the inspection may be periodic or continuous in accordance with the special inspection agreement and 2009 IBC 1704. 1/4" 4 1/2" 1/4" 3/4" 1/2" 119 3'-0" 7'-0" 120A 5'-0" 9'-0" 120B 5'-0" 8'-0" 121 2'-6" 7'-0" 122 3'-0" 6'-8" 202A 2'-6" 7'-0" 202B 1'-6" 8'-0" 204A 3'-0" 7'-9" 204B 3'-0" 7'-9" 205 5'-0" 9'-7" 208 3'-0" 7'-0" 209 3'-0" 7'-0" 301 2'-6" 6'-8" 302 2'-10" 6'-8" 401 1'-6" 3'-0" HEX 4Specify hinges that will permit a 32" clear opening at door 302 when open at 90 degrees between leaf and jamb. LIVE LOADS DESIGN LIVE LOAD LOADS MAY BE RE ROOF LIVE FLOOR LIVE EARTHQUAKE DESI SEISMIC FOR Ie Ss S1 SITE CLASS Sds Sd1 SEISMIC DES R ANALYSIS PR REDUNDANC WIND DESIGN DAT BASIC WIND OCCUPANCY CAT Sanctuary platform live load should be 125 psf per 2009 IBC 1607.1 GENERAL N SCOPE THE SCOPE MAIN AND COORDIN DETAILS SH IDENTIFICA ARCHITECT STRUCTURA LAYOUT, D CONFLICTS WORK. CONTRAC GFDS ENG CONTRAC METHODS, THE CONTR THESE RIGH UNLESS OT WINDOWS INSTALLED DAMAGE T EXISTING C THE CONTR THAT MAY ANY DISCR NOT NOTED HAZARDS M FRAMING M CUTTING A DO NOT C UNLESS AP DESIGNED SLOTS NEA SURFACES. LIVE LOADS DESIGN LIVE LOADS PER CBC TABLE 1607.1 [IBC TABLE 1607.1]AND AS FOLLOWS. LIVELOADS MAY BE REDUCED IN ACCORDANCE WITH CBC SECTION 1607.9 [IBC TABLE 1607.9]. ROOF LIVE 20 PSF FLOOR LIVE 100 PSF EARTHQUAKE DESIGN DATA SEISMIC FORCE-RESISTING SYSTEM:Ie 1.25Ss0.35 S1 0.076SITE CLASS D Sds 0.355Sd10.122 SEISMIC DESIGN CATEGORY CR1.5 [ORDINARY PLAIN MASONRY SHEARWALLS]ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCEREDUNDANCY FACTOR 1.0 WIND DESIGN DATA BASIC WIND SPEED, V 90 MPHIw1.25 (CATEGORY III) EXPOSURE [C (OPEN TERRAIN)] MAIN WIND-FORCE RESISTING SYSTEMS ANALYSIS PROCEDURE METHOD 2, RIGID, LOW-RISE, h < or = 60 FT COMPONENTS & CLADDING CODE AND STANDARDS DESIGN IS BASED ON THE INTERNATIONAL BUILDING CODE, 2009 EDITION. CONSTRUCTIONSHALL CONFORM WITH APPLICABLE SECTIONS OF THIS CODE. REFERENCE STANDARDS SHALL BE THE EDITION NOTED IN THE CODE, UNLESS OTHERWISE INDICATED. OCCUPANCY CATEGORY III / A-3 Provide the snow loadused (min 75 psf roofsnow load per Ordinance 31, 2011) HAZARDS MAY INCLUDE BUT ARE NOT LIMITED TO TOXIC MATERIALS AND DECAYED OR BROKEN FRAMING MEMBERS. CUTTING AND PATCHING DO NOT CUT EXISTING OR NEW STRUCTURAL ELEMENTS EXCEPT AS SHOWN ON THE DRAWINGSUNLESS APPROVED BY THE ENGINEER. IN GENERAL USE HAND OR SMALL POWER TOOLSDESIGNED FOR SAWING AND GRINDING, NOT HAMMERING AND CHOPPING. CUT HOLES ANDSLOTS NEATLY TO MINIMUM SIZE REQUIRED AND WITH MINIMUM DISTURBANCE TO ADJACENTSURFACES. RESTORE WORK WHICH HAS BEEN CUT, REMOVED OR DAMAGED BY ADJACENT WORK. REFINISHENTIRE SURFACES AS NECESSARY TO PROVIDE AN EVEN FINISH TO MATCH ADJACENT FINISHES. CONSTRUCTION PHASE SITE VISITS GFDS ENGINEERS WILL PROVIDE CONSTRUCTION SITE VISITS AND OBSERVE THE PROGRESS ANDQUALITY OF STRUCTURAL PORTIONS OF THE WORK. THESE VISITS AND OBSERVATIONS ARE NOTINTENDED TO BE AN EXHAUSTIVE CHECK OR DETAILED INSPECTION OF THE CONTRACTOR'S WORK,BUT RATHER TO ALLOW GFDS ENGINEERS TO BECOME GENERALLY FAMILIAR WITH THE WORK INPROGRESS AND TO DETERMINE, IN GENERAL, IF THE WORK IS PROCEEDING IN ACCORDANCEWITH THE CONTRACT DOCUMENTS. THE GENERAL CONTRACTOR SHALL TAKE THE APPROPRIATE ACTION TO CORRECT PORTIONS OFTHE WORK INDICATED AS BEING NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS. SPECIAL INSPECTION AND TESTING IN ACCORDANCE WITH CBC 2013 [IBC 2006], CHAPTER 17 THE OWNER OR OWNER'S AGENTSHALL ENGAGE A SPECIAL INSPECTOR TO PROVIDE SPECIAL INSPECTIONS. UNLESS OTHERWISESPECIFICALLY INDICATED, GFDS ENGINEERS SHALL NOT PROVIDE SPECIAL INSPECTION.CONTRACTOR SHALL REVIEW THE SPECIAL INSPECTION REQUIREMENTS SHOWN ON THECONTRACT DOCUMENTS AND/ OR ON COMPLETED FORMS ISSUED BY THE BUILDINGDEPARTMENT HAVING JURISDICTION OVER THE WORK AND SHALL NOTIFY TESTING AGENCIES ATLEAST 24 HOURS IN ADVANCE OF TIME WHEN WORK THAT REQUIRES TESTING OR INSPECTING WILLBE PERFORMED. STRUCTURAL OBSERVATION GFDS ENGINEERS WILL PROVIDE STRUCTURAL OBSERVATION IN ACCORDANCE WITH CBC 2013[IBC 2006], CHAPTER 17, SECTION 1710 AS INDICATED ON THE DRAWINGS. CONTRACTOR SHALLREVIEW THE STRUCTURAL OBSERVATION REQUIREMENTS SHOWN ON THE CONTRACT DOCUMENTS AND NOTIFY GFDS ENGINEERS AT LEAST 48 HOURS IN ADVANCE OF TIME WHEN WORK THATREQUIRES STRUCTURAL OBSERVATION WILL BE COMPLETED. SUBMITTALS THE FOLLOWING SHALL BE SUBMITTED TO GFDS ENGINEERS, WITH COPY TO THE ARCHITECT, FORREVIEW. CONTRACTOR PROPOSED CHANGES IN PRODUCTS, MATERIALS, EQUIPMENT, AND METHODS OFCONSTRUCTION FROM THOSE SPECIFIED ON THE STRUCTURAL DRAWINGS. CONCRETE MIX DESIGNSTRUCTURAL STEEL ERECTION AND DETAIL DRAWINGS BASIC WIND SPEED, V 90 MPHIw1.25 (CATEGORY III)EXPOSURE [C (OPEN TERRAIN)] MAIN WIND-FORCE RESISTING SYSTEMS ANALYSIS PROCEDURE METHOD 2, RIGID, LOW-RISE, h < or = 60 FT COMPONENTS & CLADDING ANALYSIS PROCEDURE METHOD 2, LOW-RISE, h < or = 60 FT FOUNDATIONS FOUNDATION DESIGN IS BASED ON REPORT BY: H-P KUMAR, AND IS ENTITLED "SUBSOILSTUDY FOR FOUNDATION DESIGN PROPOSED ADDITION TO ST. MARY'S CATHOLICCHURCH". SPREAD FOOTINGS BEAR ON UNDISTURBED SOIL, ENGINEERED FILL, OR ROCK.FOOTING DESIGN IS BASED ON A MAXIMUM ALLOWABLE SOIL BEARING PRESSURE OF 4,000PSF TOTAL LOADS, INCLUDING WIND OR SEISMIC. EXCEPT WHERE OTHERWISE SHOWN, EXCAVATIONS SHALL BE MADE AS NEAR AS POSSIBLETO THE NEAT LINES REQUIRED BY THE SITE AND SHAPE OF THE STRUCTURE. ALL FOUNDATIONS SHALL BE POURED WITH OUT THE USE OF SIDE-FORMS WHEREVER POSSIBLE. IF THE TRENCHESCAN NOT FULLY STAND, FULLY FORM SIDES TO DIMENSIONS SHOWN. DO NOT ALLOW WATER TO STAND IN TRENCHES. IF BOTTOMS OF TRENCHES BECOMESSOFTENED DUE TO RAIN OR OTHER WATER BEFORE CONCRETE IS CAST, EXCAVATESOFTENED MATERIAL AND REPLACE WITH PROPERLY COMPACTED BACKFILL ORCONCRETE. WATERPROOFING WHERE STRUCTURAL DETAILS INDICATE ANY WATERPROOFING OR VENTILATION ITEMS, THEYARE SCHEMATIC ONLY AND FOR THE PURPOSE OF ASSISTING IN SHOWING A COMPLETESTRUCTURAL DETAIL. REFER ONLY TO ARCHITECTURAL PLANS AND SPECIFICATIONS FORTHE COMPLETE DESCRIPTION OF ALL REQUIRED WATERPROOFING AND VENTILATION SYSTEMS. Structuraldesign for fine SHEET NO. JOB NO. S0.1 16055 GENERAL N ST. MARY CATHOLIC CHURCH533 E. MAIN STREET100% DDISSUE: CD SET List all items that mustbe special inspectedand note whether the inspection may beperiodic or continuousin accordance with thespecial inspectionagreement and 2009IBC 1704.