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PLANS PREPARED FOR:
<br /> I-
<br /> Sprint GENERAL NOTES: STRUCTURAL WOOD NOTES:
<br /> 1. THESE DOCUMENTS WERE DESIGNED IN ACCORDANCE WITH THE LATEST VERSION OF APPLICABLE 1. SPECIFICATIONS:
<br /> LOCAL/STATE/COUNTY/CITY BUILDING CODES,AS WELL AS ANSI/TIA-222 STANDARD,AWWA-D100 A. WOOD CONSTRUCTION,UNLESS OTHERWISE NOTED,SHALL CONFORM TO THE"GENERAL CONSTRUCTION 6591 IRVINE CENTER DR.,SUITE 100
<br /> STANDARD,NOS,NEC,MSJC,AND/OR THE LATEST VERSION OF THE INTERNATIONAL BUILDING CODE, REQUIREMENTS",SECTION 2304 OF THE IBC 2012 AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD IRVINE,CA 92618
<br /> UNLESS NOTED OTHERWISE IN THE CORRESPONDING STRUCTURAL REPORT. CONSTRUCTION.
<br /> B. SHEATHING AND PANEL CONSTRUCTION UNLESS OTHERWISE NOTED SHALL CONFORM TO U.S.PRODUCT
<br /> 2. ALL CONSTRUCTION METHODS SHOULD FOLLOW STANDARDS OF GOOD CONSTRUCTION PRACTICE. STANDARD PS-1 FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD AND APA DESIGN/CONSTRUCTION —PLANS PREPARED BY.
<br /> GUIDE - RESIDENTIAL AND COMMERCIAL. EACH PANEL SHALL BE IDENTIFIED WITH AN APA GRADE I N FI N I GYM
<br /> 3. ALL WORK INDICATED ON THESE DRAWINGS SHALL BE PERFORMED BY QUALIFIED CONTRACTORS TRADEMARK.
<br /> EXPERIENCED IN SIMILAR CONSTRUCTION. 2. CONNECTIONS:
<br /> A. ALL NAILING SHALL CONFORM TO TABLE 2304.9.1 "FASTENING SCHEDULE" OF THE INTERNATIONAL FROM ZERO TO I NF I N I GY
<br /> 4. ALL NEW WORK SHALL ACCOMMODATE EXISTING CONDITIONS.IF OBSTRUCTIONS ARE FOUND,CONTRACTOR BUILDING CODE,UNLESS OTHER REQUIREMENTS NOTED ON THE DRAWINGS ARE MORE STRICT. the solutions we endless
<br /> SHALL NOTIFY ENGINEER OF RECORD PRIOR TO CONTINUING WORK. B. WOOD STRUCTURAL PANEL FASTENERS SHALL BE 8D NAILS MINIMUM. ALL NAILS SHOULD BE COMMON
<br /> WIRE NAILS UNLESS NOTED OTHERWISE. 26455 RANCHO PARKWAY SOUTH
<br /> LAKE FOREST,CALIFORNIA 92630
<br /> 5. ANY CHANGES OR ADDITIONS MUST CONFORM TO THE REQUIREMENTS OF THESE NOTES AND C. JOISTS TO BEAMS OR JOISTS TO TRUSSES-16 GA.STD.JOIST HANGERS,UNLESS SHOWN
<br /> SPECIFICATIONS,AND SHOULD BE SIMILAR TO THOSE SHOWN.ALL CHANGES OR ADDITIONS SHALL BE OTHERWISE. BEAMS TO BEAMS-16 GA.BEAM HANGERS, Jos#499-035
<br /> SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION AND/OR 3. MISCELLANEOUS:CONSTRUCTION. A. NON-LOAD BEARING HEADERS SHALL CONSIST OF THE FOLLOWING(U.N.O.): _SITE ACO:
<br /> 0 TO 4'-0"OPENING (2)2 X 6
<br /> 6. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND EXECUTION OF ALL MISCELLANEOUS SHORING, B. NO NOTCHING OF STUDS, JOISTS, RAFTERS, BEAMS, OR TRUSSES IS PERMITTED WITHOUT THE � � �t I
<br /> BRACING,TEMPORARY SUPPORTS,ETC.NECESSARY TO PROVIDE A COMPLETE AND STABLE STRUCTURE ENGINEERS APPROVAL. HOLES BORED INTO THE STUD OR JOIST SHALL BE IN THE MIDDLE 1/3 OF THE
<br /> DURING CONSTRUCTION.TIA-1019-A-2011 IS AN APPROPRIATE REFERENCE FOR THOSE DESIGNS MEETING TIA DEPTH,MIDDLE 1/3 OF THE SPAN,AND THE DIAMETER OF ANY SUCH HOLE SHALL NOT EXCEED) OF ��Ll
<br /> STANDARDS.THE ENGINEER OF RECORD MAY PROVIDE FORMAL RIGGING PLANS AT THE REQUEST AND THE DEPTH.
<br /> EXPENSE OF THE CONTRACTOR. C. VERIFY SIZE, NUMBER, AND LOCATION OF ALL MECHANICAL OPENINGS IN ROOF DECKS WITH 11410 NE 122ND WAY STE.102
<br /> MECHANICAL CONTRACTOR. KIRK(AND,WA9BD34
<br /> 7. INSTALLATION SHALL NOT INTERFERE NOR DENY ADEQUATE ACCESS TO OR FROM ANY EXISTING OR
<br /> PROPOSED OPERATIONAL AND SAFETY EQUIPMENT. WOOD TRUSS NOTES:
<br /> B. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO ANY FABRICATION.CONTACT INFINIGY MATERIALS: —ENGINEERING UCENSE:
<br /> ENGINEERING IF ANY DISCREPANCIES EXIST. A. LUMBER: AS REQUIRED BY THE TRUSS MANUFACTURER. MINIMUM GRADE TO BE DF NO. 2 KO 15
<br /> PERCENT MC.
<br /> STEEL CONSTRUCTION NOTES: B. CONNECTIONS: ALL INTERNAL TRUSS CONNECTIONS ARE TO BE DESIGNED BY THE TRUSS .
<br /> MANUFACTURER. CONNECTORS SHALL BE DEFORMED PLATE TYPE,OF MINIMUM 20 GAUGE GALVANIZED .9w Ov WASI4 U,.
<br /> 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC MANUAL OF STEEL CONSTRUCTION 14TH EDITION.FOR STEEL SHEET. ALL JOINTS ARE TO BE DESIGNED USING METHODS AS SET FORTH IN ANSI/TPI 1-2014:
<br /> THE DESIGN AND FABRICATION OF STEEL COMPONENTS. NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. � d. C.A.
<br /> C. HANGERS: ALL TRUSS TO TRUSS HANGERS SHALL BE MINIMUM 16 GA., AND SHALL BE PROVIDED /-:
<br /> 2. ALL FIELD CUT SURFACES,FIELD DRILLED HOLES,AND GROUND SURFACES WHERE EXISTING PAINT OR BY THE TRUSS SUPPLIER. co ``
<br /> GALVANIZATION REMOVAL WAS REQUIRED SHALL BE REPAIRED WITH(2)BRUSHED COATS OF ZRC D. ALL FASTENERS INCLUDING NAILS,ANCHOR BOLTS, POWDER ACTUATED FASTENERS,SCREWS,BOLTS, /
<br /> •
<br /> GALVILITE COLD GALVANIZING COMPOUND PER ASTM A780 AND MANUFACTURERS'RECOMMENDATIONS. AND THREADED RODS, IN CONTACT WITH PRESSURE TREATED LUMBER ARE TO BE HOT DIPPED ;C f
<br /> GALVANIZED PER ASTM A153 WITH A MINIMUM 6185 COATING OR STAINLESS STEEL WITH CHEMICAL *d 4XZIU" w
<br /> 3. ALL FIELD DRILLED HOLES TO BE USED FOR FIELD BOLTING INSTALLATION SHALL BE STANDARD HOLES,AS COMPOSITION CONFORMING TO AISI 303/304 OR AISI 316.
<br /> DEFINED BY AISC,UNLESS NOTED OTHERWISE. E. FASTENERS AND CONNECTORS ARE TO BE OF THE SAME MATERIAL, STAINLESS STEEL OR HOT Q ts��gysq
<br /> �� 44
<br /> DIPPED GALVANIZED,DO NOT MIX MATERIALS. S-ZONAL
<br /> 4. ALL EXTERIOR STEEL WORK SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A123.
<br /> SPECIAL INSPECTIONS NOTES:
<br /> 5. ALL STEEL MEMBERS AND CONNECTIONS SHALL MEET THE FOLLOWING GRADES:
<br /> A. ANGLES,CHANNELS,PLATES AND BARS TO BE A36.FY=36 KSI,U.N.O. 1. A QUALIFIED INDEPENDENT TESTING LABORATORY,EMPLOYED BY THE OWNER AND APPROVED BY THE irW/7, 11-29-18
<br /> B. W SHAPES TO BE A992.FY=50 KSI,U.N.O. JURISDICTION,SHALL PERFORM INSPECTION AND TESTING IN ACCORDANCE WITH THE THE GOVERNING
<br /> C. RECTANGULAR HSS TO BE A500,GRADE B.FY=46 KSI,U.N.O. BUILDING CODE,APPLICABLE SECTION(S)AS REQUIRED BY PROJECT SPECIFICATIONS FOR THE FOLLOWING DRAIMNG NOTICE:
<br /> D. ROUND HSS TO BE A500,GRADE B.FY=42 KSI,U.N.D. CONSTRUCTION WORK:
<br /> E. STEEL PIPE TO BE A53,GRADE B.FY=35 KSI,U.N.O. A. STRUCTURAL WELDING(CONTINUOUS INSPECTION OF FIELD WELDS ONLY). THESE DOCUMENTS ARE CONFIDENTIAL AND
<br /> F. BOLTS TO BE A325-X.FU=120 KSI,U.N.O. B. HIGH STRENGTH BOLTS (PERIODIC INSPECTION OF A325 AND/DR A490 BOLTS) TO BE TIGHTENED PER ARE THE SOLE PROPERTY OF SPRINT AND MAY
<br /> G. U-BOLTS AND LAG SCREWS TO BE A307 GR A.FU=60 KSI,U.N.O. "TURN-OF-THE-NUT"METHOD. NOT BE REPRODUCED,DISSEMINATED OR
<br /> H. ANCHOR RODS TO BE A307 GR A.FU=60 KSI,U.N.O. C FIBER REINFORCED POLYMER. REDISTRIBUTED WITHOUT THE EXPRESS
<br /> D. THE SPECIAL INSPECTOR MUST VERIFY THAT THE FRP MATERIAL SPECIFIED ON THE APPROVED WRITTEN CONSENT OF SPRINT.
<br /> 6. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES,U.N.O. DESIGN DOCUMENTS IS BEING INSTALLED.
<br /> E. THE SPECIAL INSPECTOR MUST VERIFY THAT ALL CUT EDGES AND DRILLED HOLES ARE PROPERLY
<br /> 7. ALL WELDING SHALL CONFORM TO AISC AND AWS D1.1 LATEST EDITION. SEALED USING A VINYL ESTER SEALING KIT SUPPLIED BY THE MANUFACTURER. —REVISIONS:
<br /> F. THE SPECIAL INSPECTOR MUST VERIFY THAT THE STRUCTURE IS BUILT IN ACCORDANCE WITH THE DESCRIPTION DATE BY REV
<br /> 8. ALL HILT!ANCHORS TO BE CARBON STEEL,U.N.O. APPROVED DESIGN DOCUMENTS. FOR REV EW 1t/27/t6 OVA 0
<br /> MECHANICAL ANCHORS:KWIK BOLT-TZ,U.N.O.
<br /> CMU BLOCK ANCHORS:ADHESIVE-HY120,U.N.O. 2. THE INSPECTION AGENCY SHALL SUBMIT INSPECTION AND TEST REPORTS TO THE BUILDING DEPARTMENT, REVISED CONNECTIONS 11/29/16 OVA 1
<br /> CONCRETE ANCHORS: ADHESIVE-HY150,U.N.O. THE ENGINEER OF RECORD,AND THE OWNER UNLESS THE FABRICATOR IS APPROVED BY THE BUILDING
<br /> CONCRETE REBAR:ADHESIVE-RESOD,U.N.O. OFFICIAL TO PERFORM WORK WITHOUT THE SPECIAL INSPECTIONS. _
<br /> 9. ALL STUDS TO BE NELSON CAPACITOR DISCHARGE 1/4"-20 LOW CARBON STEEL COPPER-FLASH AT 55 KSI
<br /> ULT/SO KSI YIELD,U.N.O.
<br /> 10. BOLTS SHALL BE TIGHTENED TO A"SNUG TIGHT"CONDITION AS DEFINED BY AISC
<br /> SITE NAME:
<br /> 11. MINIMUM EDGE DISTANCES SHALL CONFORM TO AISC TABLE J3.4.
<br /> WESTERN MEDICAL
<br /> SPRINT SITE&:
<br /> SE52XC206
<br /> SITE ADDRESS:
<br /> 4310 COLBY AVE
<br /> EVERET"T,WA 98203-2338
<br /> SHEET DESCRIPTION:
<br /> GENERAL NOTES
<br /> SHEET NUMBER:
<br /> S-1 21)1
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