4310 COLBY AVE SPRINT ANTENNA 2020-02-06

} :Li._. R , R:^.:D r..RE )10. GENERAL NOTES: STRUCTURAL W000 NOTES: Sp ri n t 1. THESE DOCUMENTS WERE DESIGNED IN ACCORDANCE WITH THE LATEST VERSION OF APPLICABLE 1. SPECIFICATIONS: 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 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 UNLESS NOTED OTHERWISE IN THE CORRESPONDING STRUCTURAL REPORT. CONSTRUCTION. B. SHEATHING AND PANEL CONSTRUCTION UNLESS OTHERWISE NOTED SHALL CONFORM TO U.S. PRODUCT 2. ALL CONSTRUCTION METHODS SHOULD FOLLOW STANDARDS OF GOOD CONSTRUCTION PRACTICE. STANDARD PS-1 FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD AND APA DESIGN/CONSTRUCTION - :.a.::r.!ER:n-.R:Dr IY2 GUIDE - RESIDENTIAL AND COMMERCIAL. EACH PANEL SHALL BE IDENTIFIED WITH AN APA GRADE I N F I N I G Y$ 3. ALL WORK INDICATED ON THESE DRAWINGS SHALL BE PERFORMED BY QUALIFIED CONTRACTORS TRADEMARK. EXPERIENCED IN SIMILAR CONSTRUCTION. 2. CONNECTIONS: A. ALL NAILING SHALL CONFORM TO TABLE 2304.9.1 "FASTENING SCHEDULE" OF THE INTERNATIONAL FROM ZERO TO INF IN I GY 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 are endless SHALL NOTIFY ENGINEER OF RECORD PRIOR TO CONTINUING WORK. B. WOOD STRUCTURAL PANEL FASTENERS SHALL BE 80 NAILS MINIMUM. ALL NAILS SHOULD BE COMMON WIRE NAILS UNLESS NOTED OTHERWISE, 2 EDRCC.:Cc:9:1ROE 2C CC::G 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 a =-r-R--ter SPECIFICATIONS,AND SHOULD BE SIMILAR TO THOSE SHOWN.ALL CHANGES OR ADDITIONS SHALL BE OTHERWISE. BEAMS TO BEAMS-16 GA.BEAM HANGERS, JOB#49,•035 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(O.N.O.): -=lam:I1 0 TO 4.-0"OPENING (2)2 X 6 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 @smartlink 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}� 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 STANDARDS.THE ENGINEER OF RECORD MAY PROVIDE FORMAL RIGGING PLANS AT THE REQUEST AND THE DEPTH. EXPENSE OF THE CONTRACTOR. C. VERIFY SIZE, NUMBER, AND LOCATION OF ALL MECHANICAL OPENINGS IN ROOF DECKS WITH MECHANICAL CONTRACTOR. 110 F.TM:1227D:T.Eic=c1_-2 7. INSTALLATION SHALL NOT INTERFERE NOR DENY ADEQUATE ACCESS TO OR FROM ANY EXISTING OR sx.ccom se_.n PROPOSED OPERATIONAL AND SAFETY EQUIPMENT. WOOD TRUSS NOTES: 8. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO ANY FABRICATION.CONTACT INFINIGY MATERIALS: :^D,10117GR'a; rmm:1EGF ENGINEERING IF ANY DISCREPANCIES EXIST. A. LUMBER: AS REQUIRED BY THE TRUSS MANUFACTURER. MINIMUM GRADE TO BE OF NO. 2 KU 15 PERCENT MC. STEEL CONSTRUCTION NOTES: B. CONNECTIONS: ALL INTERNAL TRUSS CONNECTIONS ARE TO BE DESIGNED BY THE TRUSS V Ate, MANUFACTURER. CONNECTORS SHALL BE DEFORMED PLATE TYPE,OF MINIMUM 20 GAUGE GALVANIZED <.`'' `@ 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: WA3p,_ � � THE DESIGN AND FABRICATION OF STEEL COMPONENTS. NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. �'C '+YG') C. HANGERS: ALL TRUSS TO TRUSS HANGERS SHALL BE MINIMUM 16 GA., AND SHALL BE PROVIDED A -< 9� 2. ALL FIELD CUT SURFACES,FIELD DRILLED HOLES,AND GROUND SURFACES WHERE EXISTING PAINT OR BY THE TRUSS SUPPLIER. 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, s l GAL VILITE COLD GALVANIZING COMPOUND PER ASTM A180 AND MANUFACTURERS'RECOMMENDATIONS. AND THREADED RODS, IN CONTACT WITH PRESSURE TREATED LUMBER ARE TO BE HOT DIPPED •r GALVANIZED PER ASTM A153 WITH A MINIMUM 0185 COATING OR STAINLESS STEEL WITH CHEMICAL .1i 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. 16 „ 49210 DEFINED BY AISC,UNLESS NOTED OTHERWISE. E. FASTENERS AND CONNECTORS ARE TO BE OF THE SAME MATERIAL, STAINLESS STEEL OR HOT 94. CIg.TEtiti� 4. ALL EXTERIOR STEEL WORK SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A123. DIPPED GALVANIZED,DO NOT MIX MATERIALS. VS' NAL Cs SPECIAL INSPECTIONS NOTES: 5. ALL STEEL MEMBERS AND CONNECTIONS SHALL MEET THE FOLLOWING GRADES: //� A. ANGLES,CHANNELS,PLATES AND BARS TO BE A36.FY=36 K51,U.N.O. 1. A QUALIFIED INDEPENDENT TESTING LABORATORY,EMPLOYED BY THE OWNER AND APPROVED BY THE , 11-29-18 B. W SHAPES TO BE A992.FY=50 KSI,U.N,O. JURISDICTION,SHALL PERFORM INSPECTION AND TESTING IN ACCORDANCE WITH THE THE GOVERNING C. RECTANGULAR HSS TO BE A500,GRADE B.FY=46 KSI,U.N.O. BUILDING CODE,APPLICABLE SECTIONIS)AS REQUIRED BY PROJECT SPECIFICATIONS FOR THE FOLLOWING D. ROUND HSS TO BE A500,GRADE B.FY=42 KSI,U.N.O. CONSTRUCTION WORK: E. STEEL PIPE TO BE A53,GRADE B.FY=35 KSI,U.N.O. A. STRUCTURAL WELDING(CONTINUOUS INSPECTION OF FIELD WELDS ONLY). F. BOLTS TO BE A325-X.FU=120 KSI,U.N.O. B. HIGH STRENGTH BOLTS (PERIODIC INSPECTION OF A325 AND/OR A490 BOLTS) TO BE TIGHTENED PER THESE DOCUMENTS ARE CONFIDENTIAL AND G. U-BOLTS AND LAG SCREWS TO BE A307 GR A.FU=60 KSI,U,N,O. ARE THE SOLE PROPERTY OF SPRINT AND MAY H. ANCHOR RODS TO BE A307 GR A.FU=60 KSI,U.N.O. "TURN-OF-THE-NUT"METHOD. NOT BE REPRODUCED,DISSEMINATED OR C. FIBER REINFORCED POLYMER. REDISTRIBUTED WITHOUT THE EXPRESS 0. THE SPECIAL INSPECTOR MUST VERIFY THAT THE FRP MATERIAL SPECIFIED ON THE APPROVED WRITTEN CONSENT OF SPRINT. 6. ALL WELDING SHALL BE DONE USING E7OXX ELECTRODES,U.N.O. DESIGN DOCUMENTS IS BEING INSTALLED. 7. ALL WELDING SHALL CONFORM TO AISC AND AWS D1.1 LATEST EDITION. E. THE SPECIAL INSPECTOR MUST VERIFY THAT ALL CUT EDGES AND DRILLED HOLES ARE PROPERLY SEALED USING A VINYL ESTER SEALING KIT SUPPLIED BY THE MANUFACTURER. -ROC,1,, 'r.,_ F. THE SPECIAL INSPECTOR MUST VERIFY THAT THE STRUCTURE IS BUILT IN ACCORDANCE WITH THE Dr;h, R10[iu DCC[ : R=E 8. ALL HILT!ANCHORS TO BE CARBON STEEL,U.N.O. APPROVED DESIGN DOCUMENTS. MECHANICAL ANCHORS:KWIK BOLT-TZ,U.N.O. FOR REVIEW 11/27/18 OVA a 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/:8 OVA 1 CONCRETE ANCHORS: ADHESIVE-HY150,U.N.O. THE ENGINEER OF RECORD,AND THE OWNER UNLESS THE FABRICATOR IS APPROVED BY THE BUILDING CONCRETE REBAR:ADHESIVE-RE500,U.N.O. OFFICIAL TO PERFORM WORK WITHOUT THE SPECIAL INSPECTIONS. 9. ALL STUDS TO BE NELSON CAPACITOR DISCHARGE 1/4"-20 LOW CARBON STEEL COPPER-FLASH AT 55 KSI ULT/50 KSI YIELD,U.N.O. 10. BOLTS SHALL BE TIGHTENED TO A"SNUG TIGHT"CONDITION AS DEFINED BY AISC. CIA.,E,i1v1:1:: 11, MINIMUM EDGE DISTANCES SHALL CONFORM TO AISC TABLE J3.4, WESTERN MEDICAL SE52XC20b _:3 ELIODR:::.::'__ 4310 COLBY AVE EVERETT,WA 98203-2338 GENERAL NOTES i,,. M':.R,. S-l(/!PD)