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Plans (5) BUP2018 -00030 ( 3/3 ) QuPao ) 8- 00030 crl�ca) l`n�;�Qc3c�K Ste• OFFICE COPY RECEIVED MAR 0 4 2019 ' CITY OF TIGARD - BUILDING DIVISION T1GA, K1)1TUALAT1N SCHOOL DISTRICT r � g M O TEMPLETO ISI ELEMENTARY SCHOOL z N a O �Nr U O� ELECmT11"'11''] C'0'rPu , L SUPPORT AND SEISMIC BRACING DESIGN z VALIDITY OF PERMIT o THE ISSUANCE OF A PERMIT u BASED ON CONSTRUCTION DOCUMENTS AND OTHER DATA SHALL NOT PREVENT OM SITE ELEC SUB CONTRACTOR THECINGTHEODE IORRECIAL TI REQUIRING THE CORRECTION OF ERRORS. OSSC 105.4 TEMPLETON ELEMENTARY SCHOOL PORTLAND ELECTRICAL CONST. , INC. 9500 S .W. MURDOCK STREET 1019 7TH STREET TIGARD , OR 97224 OREGON CITY, OR 97045 H J V 02 H STRUCTURAL SHEET LIST V OWNER STRUCTURAL CONSULTANT NUMBER TITLE �♦/^� SG-0.1 STRUCTURAL COVER SHEET Fm U) TIGARD-TUALATIN SCHOOL DISTRICT CORBIN CONSULTING ENGINEERS , INC . SE-0.1 STRUCTURAL GENERAL NOTES & ABBREVIATIONS WSE-301 FIRST LEVEL ELECTRICAL SUPPORT J 6960 S .W. SANDBURG STREET 1905 NW 169TH PLACE , SUITE 121 SE-302 SECOND LEVELELECTRICALSUPPORTPLAN w O TIGARD , OR 97223 BEAVERTON , OR 97006 SE-3.0 ENLARGED FIRST FLOOR ROOM PLANS Q 0 SE-3.1 ENLARGED SECOND FLOOR R;''DM PLANS SE-3.2 STRUCTURAL DETAILS Z V SE-3.3 STRUCTURAL DETAILS v'w SE-3.4 STRUCTURAL DETAILS W W SE-3.5 STRUCTURAL DETAILS > 2 z SE-3.6 ISTRUCTURAL DETAILS O W V J ~ J W J Q Z Q � 0 H V J � a OC I— Lu OFA jCE cop Cl) H H City of Tigard �— a APPr ved Plans o U By nare3-?, , q 0 0 _ 1 w � � o SPECIAL INSPECTION REQUIRED � z L�u_ o 0 State of Oregon Stnicturat Sp ciaity Co4deu o LL o Lu w ❑ Concrete and Reinforcing Steel m Botts 1;t::t0ed in Cor• r_t:> ❑ S;_'cial Moment-Resit ting Concrete Frame U Z ❑ Reinforcing Steel& Presh'essing Steel Tendons Z ❑ StrnraE Welding O ❑ High-StrrnghtBolting I— U El StructuralMasonry Z) � O O ❑ Reinforced Gypsum Concrete I— � C/) o 13Ins.iating Concrete Fill Z > i ❑ Spray Applied Fire-Resistive Materials 0 O T� J s ❑ Prongs,Drilled Pion;and Caissons Q U s ❑ Shotcrete Imam C z LL O C ❑ Special Grading, Excavation and Filling o U o ❑ Smoke-Contrastems v S W s` � O u I� ❑ lathe!ICSpGctior?s o w � m Luv � u 0 w le Z U) W L G J V, C C O ^O O N d a- r e8GO84p5%PE GENERAL NOTES DIVISION 1 - GENERAL DIVISION 3 - CONCRETE AND REINFORCING (CONT. ) STRUCTURAL NOTES dbyCa Wq .M1 x.02.1 Mcanm MaOhew ahner Date 1019.0215 079&9]� GENERAL REIN' ORCRIG 9 ✓ OREGON ^ �� VS 1 SPECIFICATIONS AND CODES REFERENCED IN THESE NOTES ARE THE VERSIONS 1 . ALL REINFORCING TO BE ASTM A615 GRADE 60 UNLESS OTHERWISE NOTED. CODE REQUIRED SPECIAL INSPECTION AND MATERIALS TESTING PROGRAM BY INSPECTION AGENCY %y�'1. z MOST RECENTLY ADOPTED BY THE PERMITTING AUTHORITY. 2. USE ONLY A706 WELDABLE REBAR IF REBAR IS TO BE WELDED. USE ONLY LOW MArrH HYDROGEN ELECTRODES. ALL WELDING TO BE IN COMPLIANCE WITH AWS D1 .4. CONCRETE: 2 THESE DRAWINGS SHALL BE USED IN CONJUNCTION WITH SPECIFICATIONS WHERE FABRICATE AND INSTALL REINFORCING STEEL ACCORDING TO THE MANUAL OF DRILLED IN EXPANSION WEDGE AND SCREW ANCHORS IN CONCRETE PER ICC EVALUATION REPORT P EXPIRES: 08/30/2019 STRINGENT DIFFERENCEREQUIIREM NST T SHALLEEN GOVERN. 3.GOVERNINGS AND SPECIFICATIONS, THE MORE STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES - ACI (UNLESS OTHERWISE NOTED ON DRAWINGS) 3 FIELD VERIFY DIMENSIONS AND ELEVATIONS RELATIVE TO THE EXISTING STAND/,RD 315. STRUCTURE PRIOR TO FABRICATION OF MATERIALS. 4. PROVIDE DOWELS FROM FOOTINGS TO MATCH ALL VERTICAL WALL, PILASTER AND 4 FOR FEATURES OF CONSTRUCTION NOT FULLY SHOWN, PROVIDE THE SAME TYPE COLUMN REINFORCI (POURED IN PLACE COLUMNS AND WALLS). AND CHARACTER AS SHOWN FOR SIMILAR CONDITIONS, SUBJECT TO REVIEW BY 5. 00 NOT FIELD BEt ING.�, DISPLACE, WELD, HEAT OR CUT REINFORCING UNLESS INDICATED ON THE DRAWINGS, OR APPROVED BY STRUCTURAL ENGINEER OF NOTES PERTAINING TO THE SPECIAL INSPECTION TABLE: THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD. F'ECORD. 5 APPLY, PLACE, ERECT OR INSTALL ALL PRODUCTS AND MATERIALS IN 6. REINFORCING LAP 'SPLICES (INCHES): CONFORM WITH ACI 318 "BUILDING CODE u ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. REQUIREMENTS F 1 SPECIAL INSPECTOR: A QUALIFIED PERSON WHO DEMONSTRATES THEIR COMPETENCE, TO THE SATISFACTION OF THE OE; REINFORCED CONCRETE", AS SHOWN BELOW, UNLESS NOTED $ BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL 6 THE DRAWINGS GOVERN OVER THE STRUCTURAL NOTES TO THE EXTENT SHOWN. OTHERWISE ON DR:?WINGS: 3 7 THE CONTRACTOR IS RESPONSIBLE FOR RELOCATING (REPLACING) ALL EXISTING INSPECTION. THE SPECIAL INSPECTOR SHALL BE EMPLOYED BY THE OWNER. HANGERS, GUY WIRE, CEILING SUPPORT AS REQUIRED TO INSTALL NEW UTILITIES. 3000 PSI 4000 PSI 5000 PSI 2 THE TERM "CONTINUOUS," (C) AS STATED ABOVE, SHALL MEAN THE SPECIAL INSPECTOR IS ON THE SITE AND IN THE _ 8 THIS WORK OCCURS NEAR AN OPERATING FACILITY. COORDINATE ALL GENERAL AREA, AT ALL TIMES, OBSERVING THE WORK REQUIRING SPECIAL INSPECTION. THE TERM "PERIODIC" (P) MEANS w = CONSTRUCTION ACCESS AND OPERATIONS WITH THE OWNER TO AVOID BAR TOP OTHER TOP OTHER TOP OTHER THAT THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM THAT THE WORK REQUIRING a y DISRUPTION TO ONGOING FACILITY OPERATIONS. SIZE: BARS BARS BARS BARS BARS BARS SPECIAL INSPECTION IS IN CONFORMANCE WITH APPROVED PERMIT PLANS AND SPECIFICATIONS. � v 9 CONTRACTOR SHALL PROVIDE (FURNISH AND INSTALL) ALL COMPONENTS AND #3 28 22 24 19 22 17 5 a � MATERIALS UNLESS OTHERWISE NOTED ON DRAWINGS. 3 DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: zr8 10 USE OF (OR ATTACHMENT TO) EXISTING UTILITY SUPPORTS/TRAPEZES IS NOT #4 37 29 32 25 29 22 A. OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE APPLICABLE DESIGN DRAWINGS AND SPECIFICATION. °�� ALLOWED WITHOUT PRIOR APPROVAL FROM THE ENGINEER OF RECORD. B. FURNISHES INSPECTION REPORTS TO THE BUILDING OFFICIAL, ENGINEER, AND OTHER DESIGNATED PERSONS. #5 47 36 40 31 36 28 DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF z vo 11 THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT THE EXISTING --- > .. STRUCTURE HAS SUFFICIENT CAPACITY TO SUPPORT NEW UTILITY TRAPEZES. #6 56 43 48 37 43 33 UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND BUILDING OFFICIAL. o g v 12 THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A SAFE PLACE TO WORK AND - C. SUBMITS A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST v _mom #7 81 63 70 54 63 1 49 OF THE INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE MEETING THE REQUIREMENTS OF ALL APPLICABLE JURISDICTIONS, OSHA AND --- q GENERAL CONTRACTOR SAFETY REQUIREMENTS. EXECUTE WORK TO ENSURE THE APPLICABLE WORKMANSHIP PROVISIONS OF THE GOVERNING CODE. x SAFETY OF PERSONS AND ADJACENT PROPERTY AGAINST DAMAGE AND OTHER LAP SPLICE NOTES, 4 DUTIES AND RESPONSIBILITIES OF THE CONTRACTOR REGARDING SPECIAL INSPECTION: u ET HAZARDS IN CONNECTION WITH THIS WORK. A. 'TOP BARS` ARE DEFINED AS HORIZONTAL BARS PLACED SUCH THAT MORE THAN A. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE SPECIAL INSPECTOR WHEN ITEMS NOTED ABOVE ARE TO BE 13 CORBIN CONSULTING ENGINEERS HAS NOT BEEN RETAINED TO PROVIDE ANY 12"OF CONCRETE IS PLACED BELOW THE BARS. INSPECTED. iA SERVICES RELATED TO JOB SITE SAFETY PRECAUTIONS OR TO REVIEW MEANS, B. SPLICE LENGTH BASIS: CLASS B, CASE 1 SPLICE, WITH CENTER-TO-CENTER B. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE SPECIAL INSPECTOR ACCESS TO ITEMS REQUIRING SPECIAL co METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES FOR THIS WORK. BAR SPACING OF GREATER THAN 3 BAR DIAMETERS. INSPECTION. 2 14 THE SCOPE OF THIS WORK IS LIMITED TO THE DESIGN OF THE TRAPEZE AND IT'S MEMBERS, CONNECTIONS AND ANCHORAGE ONLY. CONNECTION OF UTILITIES 5 SPECIAL INSPECTION IS NOT REQUIRED WHEN WORK IS PERFORMED IN AN APPROVED FABRICATOR'S SHOP IN ACCORDANCE O TO THE TRAPEZE IS THE RESPONSIBILITY OF THE CONTRACTOR. WITH OSSC SECTION 1704.2.2. H DIVISION 5 - METAL 6 POST INSTALLED CONCRETE ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS DESIGN STANDARDAND THE APPLICABLE ICC EVALUATION SERVICES REPORT (ICC ESR). CONTINUOUS SPECIAL INSPECTION IS REQUIRED J GENE=R.AL TO VERIFY THAT THE ANCHOR INSTALLATION MEETS THE REQUIREMENTS OF THE APPLICABLE ICC-ESR. O 2014 OSSC BASED ON THE 2012 IBC. ALL STRUCTURAL MEF4BERS TO BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST EDITION OF AISC STANDARDS. ABBREVIATIONS O SEISMIC: IBC SITE CLASS D MATERIALS AB = ANCHOR BOLT ID = INSIDE DIAMETER Ss = 0.967 ABV = ABOVE IN = INCHES SDs = 0'72 1 STRUCTURAL STEEL MATERIALS SHALL MEET THE FOLLOWING CRITERIA: ADD = ADDENDUM INV = INVERT t ' Q E3 HOLLOW STRLCTURAL SHAPES: ASTM A 500, SHAPED, GRADE B, FY=46KSI. Ip = 1 .25 A ANGLES, CHANNELS AND PLATE: ASTM A 36. ADDL = ADDITIONAL (All= 0 USED FOR LEVEL 1 ELECTRICAL EQUIPMENT) AHJ = AUTHORITY HAVING JURISDICTION LL = LIVE LOAD ASTM A 500, ROUND, GRADE B, FY=42KS1. L Z = h USED FOR CONDUIT AND PANELS) ARCH = ARCHITECT LLH = LONG LEG HORIZONTAL m AP = 1 .0, RP = 2.5 (USED FOR GENERATOR, TRANSFORMER AND INTERIOR ATR = ALL THREAD ROD LLV = LONG LEG VERTICAL mi WALLS) LP = LOW POINT m Ap = 2.5, RP = 6.0 (USED FOR PANELBOARDS, SWITCH GEAR AND 2 DRILLED EXPANSION ANCHORS: BLDG = BUILDING O CONDUIT) EXPANSION ANCH )RS: BLKG - BLOCKING MAX MAXIMUM MAX Q O BASE MATERIAL PRODUCT I.C.C. N0. BLW - BELOW MB - MACHINE BOLT WIND: RISK CATEGORY = III CONCRETE DEWALT POWER-STUD+ SDI ESR-2818 BM = BEAM MECH = MECHANICAL BASIC WIND SPEED = 130 MPH (3-SECOND GUST) DEWALT POWER-BOLT+ ESR-3260 BO BOTTOM OF MFR MANUFACTURER co WIND EXPOSURE CATEGORY = B DEWALT SCREW-BOLT+ ESR-3889 BOD _ BOTTOM OF DECK MIN _ MINIMUM DEWALT BANG-IT+ ESR-3657 BOTT - BOTTOM MISC - MISCELLANEOUS BP = BASEPLATE (N) = NEW DIVISION 3 - CONCRETE AND REINFORCING OTHER ANCHORS 4RE ACCEPTABLE ONLY WITH PRIOR WRITTEN APPROVAL OF BRG = BEARING NS = NEAR SIDE 'w ENGINEER. INSTALL ALL ANCHORS PER MANUFACTURER'S INSTRUCTIONS. PROVIDE BTWN = BETWEEN NTS = NOT TO SCALE UJ cn CONCRETE MIX/MATERIAL MINIMUM EMBEDMENT AND SPACING UNLESS OTHERWISE NOTED ON DRAWINGS. BW = BOTH WAYS NSG # NONSHRINK GROUT NO OR NUMBER SPECIAL INSPECTION OF ANCHOR INSTALLATION IS REQUIRED UNLESS Z 1 . STRENGTH: AVERAGE 28 DAY STRENGTH DETERMINED BY JOB CAST LAB CURED `SPECIFICALLY N07 __D OTHERWISE ON DRAWINGS. CHK CHECKERED - CYLINDER TO BE AS INDICATED BELOW PLUS INCREASE DEPENDING ON THE PLANT'S CIP CJ - CAST-IN-PLACE OC CONTROL OR CONSTRUCTION JOINT OCEF - ON CENTER ON CENTER EACH FACE u STANDARD DEVIATION AS SPECIFIED IN ACI 318. PROVIDE MIX DESIGNS TO THE 3 BOLTS - SS- AS71v1 F593, TYPE 304) NON SS-(ASTM A ) CNTR CENTER OD OUTSIDE DIAMETER 307 INSTALLED WITH - - Z ( - - ENGINEER FOR ALL DEVIATION AS SPECIFIED IN ACI 318. PROVIDE MIX DESIGNS TO HA?DENIED LOCK 'HASHERS. TIGHTEN NUTS TO SNUG TIGHT CONDITION, UNO. CL = CENTER LINE OH = OPPOSITE HAND THE ENGINEER FOR ALL CONCRETE TO BE USED. CLEARLY LABEL ALL MIX DESIGNS CLR = CLEAR ■ FOR PROPOSED AREA OF USE. 4 THREADED ROD - SS-(ASTM A193, TYPE 316) NON SS-(ASTM A36). CMU = CONCRETE MASONRY UNIT PC = PIECE PC J 2. MINIMUM MIX REQUIREMENTS COL = COLUMN PL = PLATE 5 SE-F TAPPING/DRILLING SCREWS - HILTI - ICC REPORT ESR-2196. CONC = CONCRETE PLCS = PLACES CONCRETE f'c MAX AIR FLY ASH TARGET COARSE ADMIXTURES CONT CONTINUE OR CONTINUOUS PROJ PROJECTION USE (PSI) W/C (%) (LB/TD3) SLUMP AGG. OPEN CHANNEL STRU__ CJP - COMPLETE JOINT PENETRATION PSI - POUNDS PER SQUARE 'w O RATIO (IN) (1) SIZE 1 ALL STRUT AND f-ARDWARE SHALL CONFORM TO PROJECT SPECIFICATIONS FOR DBL = DOUBLE RAD = RADIUS v (IN) SLOTTED CHANNEL FRAMING. DEG = DEGREE REF = REFERENCE ■ INTERIOR 4000 0.40 - 80 4 3/4 (A), (C) 2 CUT EDGES SHAL_. BE DEBURRED. RADIUS ALL EDGES. DET = DETAIL REINF = REINFORCING Q SLAB ON 3 BOLT ALL CHANNFL AND FITTINGS WITH 1/2"0 BOLTS AND CHANNEL NUTS AT DIA DIAMETER REQD = REQUIRED uj GRADE ALL APPLICABLE BOLT HOLE LOCATIONS UNO. DIAG - DIAGONAL (MOISTURE 4 FIELD MEASURE ALL FITTINGS AND STRUT PRIOR TO FABRICATION. DIM = DIMENSION S = SCHEDULE v SENSITIVE) 5 CONTRACTOR IS RESPONSIBLE FOR INSTALLING A PROTECTIVE CAP ON THE END DL = DEAD LOAD SIDDST ST = SELF-DRILLING, SELF-TAPPING DWG = DRAWING SECT = SECTION OF ALL EXPOSED UNISTRUT SUPPORTS. POLE BASES 3000 0.40 5 60 6 3/4 (B) 6 DAMAGED OR CU7 GALVANIZED SURFACES SHALL BE TOUCHED UP IN FIELD WITH SSHEET Q EA - EACH Sim - SIMILAR AN OF'GANIC COLD GALVANIZING COMPOUND IN ACCORDANCE WITH THE EF = EACH FACE SC = SLIP CRITICAL v ADMIXTURE NOTES: REQUIREMENTS OF ASTM A780. APPLY IN MULTIPLE COATS UNTIL A 4 MIL ELECT = ELECTRICAL SL = SNOW LOAD � W � A. WRA = WATER REDUCING AGENT. HICKHESS HAS l?EEN ACHIEVED. ELEV = ELEVATION SOG = SLAB ON GRADE ♦A B. AE = AIR ENTRAINMENT. EN = EDGE NAILING SP, SPCS = SPACES V♦ C. POZZUTEC 20 REQUIRED FOR CONCRETE PLACED BELOW 40 DEGREES EO = ENGINEER OF RECORD SPEC, SPECS = SPECIFICATION FAHRENHEIT. EO = EDGE OF SQ = SQUARE 3. SLUMP EXCEEDING SPECIFIED LIMITS SHALL NOT BE INCORPORATED IN THE PROJECT EOR = ENGINEER OF RECORD SS = STAINLESS STEEL H EXCEPT BY WRITTEN APPROVAL FROM ENGINEER. EOS = EDGE OF SLAB STD = STANDARD TOM a 4. USE TYPE I CEMENT, PER ASTM C-150 UNLESS OTHERWISE APPROVED EQ = EQUAL STL = STEEL x 5. AGGREGATE ASTM C33. SIZE TO BE 1 1/2 INCH MINUS FOR SLABS ON GRADE. EW = EACH WAY STIR = STIRRUPS o 6. SUBMIT A COMBINED GRADATION ANALYSIS FOR ALL SLABS ON GRADE MIX DESIGNS. EXIST OR (E) = EXISTING STRUCT = STRUCTURAL 'm 1 1/2 INCH AGGREGATE SHALL CONSTITUTE A MINIMUM OF 5 PERCENT IN THE EXP = EXPANSION SYM = SYMMETRICAL O ' °r' o GRADATION (I.E. 5 PERCENT RETAINED ON THE 1 1/2 INCH SIEVE). Z5 I z 7. MAXIMUM WATER ALLOWED IN SLAB ON GRADE MIX DESIGNS IS 250 POUNDS PER FDN = FOUNDATION T&B = TOP AND BOTTOM 1 m ' CUBIC YARD UNLESS OTHERWISE APPROVED BY ENGINEER. FL = FLOOR THK = THICK i 8. WATER REDUCING AGENT (WRA) SHALL BE POLYHEED R-1 OR DURACEM 55 AT 6 FLG = FLANGE THRID = THREAD, THREADED Z r v o OZ. PER 100 POUNDS CEMENT. COMPLY WITH ASTM C-494. FO = FACE OF TO = TOP OF V o zz 9. AIR ENTRAINMENT (AE) SHALL COMPLY WITH ASTM C-260 AND SHALL BE USED FOC = FACE OF CONCRETE TOC = TOP OF CONCRETE ww ONLY WHERE SPECIFIED AND/OR APPROVED BY ENGINEER. FOG = FACE OF GIRT TOS = TOP OF STEEL O n y 10. ACCELERATORS: POZZUTEC 20 NON-CHLORIDE. - - � rn 11. PROVIDE CONTROL JOINTS IN ALL INTERIOR SLABS ON GRADE AT 25'-0" ON FOS _ FACE OF STUD TYP - TYPICAL a H CENTER EACH WAY MAXIMUM UNLESS OTHERWISE SHOWN ON PLANS. PROVIDE FOW _ FACE OF WALL - HEAVY (3/4 INCH) TOOLED JOINTS AT 5'-0" ON CENTER IN ALL EXTERIOR WALKS FS _ FAR SIDE U _ UNLESS NOTED OTHERWISE UNLESS OTHERWISE NOTED. FT - FOOT UT - ULTRASONIC TESTING Z 12. SLEEVES, PIPES OR CONDUITS OF ALUMINUM SHALL NOT BE EMBEDDED IN FTG = FOOTING - _ VB - VAPOR BARRIER STRUCTURAL CONCRETE UNLESS EFFECTIVELY COATED. GA = GAUGE VERT = VERTICAL O GR = GRADE GB = GRADE BEAM W/ = WITH F- GRTG = GRATING W/0 = WITHOUT ? 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W � � 2z Lu � J ~ LIJ J 3 4 1 .4 � - oza 2S-1-D-1 4S-1-D-1 0 _ XFMR-2S-1-D-1 ATS-4S-1-D-1 W �!- ATS-4E-1-D-1 W Q J 4 TYP (2) rr a r SE-3.2 PLCS i It , -- - - -- 2N-1-D-1 J z W _ s TYP (5) W � I 3 SE-3.2 PLC$ 4N-1-D-1 SE-3.2 " F � i o BDF e e 0103 M C R-2N-1-D-1 AIN ELE XFM ,� F = W U D112 ' 3 o y o � SE-3.2 • Z h U D W � < ---- * „ I W w 0 IIS 'o y -- l a _ I - ---- - - - - - J .8 U O � v Of 0 MDP-4N-D-1 2 MDS-2N-1-D-1 s F— SE-3.2 (n o SE-3.2 Z OOW J •— x FIRST FLOOR BDF ROOM UPPER FLOOR ELECTRICAL ROOM QU U c � 4 SECTOR C SECTOR D �_ F- H Na SCALE: NONE SCALE: NONE LU O N J Y V LU a> g Al N z o W C. b 0 O Q N GENERAL NOTES e8GO84�%5PE A SEE SHEET SE-0.1 FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS. 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LOCATE ANCHORS SO - - - SECTION 1 860 LBS THAT THERE IS ( ) JNUSED HOLE SECTION 2 585 LBS BETWEEN ANCHORS OR UTILIZE ALL SECTION 3 840 LBS EXPIRES: 06/30/2019 ANCHOR HOLES XFMR-2N-1-D-1 2,091 LBS XFMR-2S-1 -D-1 507 LBS XFMR-2E-1 -D-1 255 LBS 4" CONCRETE HOUSEKEEPING 1/2"0 DEWALT POWER-STUD+ SD1 W/ 0 0 4 POST NETWORK RACK 2,065 LBS(MAX) u PAD BELOW EQUIPMENT BY 2 1/2" EMBEDMENT THROUGH PANEL MDS-211-1 -D-1 817 LBS OTHERS SWITCHBOARD BASE (12 PLCS) PANELBOARDS 200 LBS(MAX) g z 1/2"O DEWALT POWER-STUD+ z 0 0 0 0 0 SD1 W/ 2 1/2" EMBEDMENT ti w THROUGH TRANSFORMER BASE V (4) PLCS. a z °r4 ° - ° ° ° TRANSEORMER X12 3 o M �, GENERATOR MDP MDP MDP Ld Ld V Y SECTION 1 SECTION 2 SECTION 3 z , m 0 ° 0 J ° ° 0 O O o 0 0 0 0 0 GENERATOR RESTRAINT PLAN z MDP-4N-D-1 RESTRAINT PLAN 3 TRANSFORMER RESTRAINT PLAN SCALE: NONE SCALE: NONE SCALE: NONE J V PANEL OUTLINE. ATTACH TO WOOD O 2x10 WOOD BLOCKING BY BLOCKING PER MANUFACTURER'S O OTHERS. /ASSUMED CONNECTION � RECOMMENDATIONS W/ MINIMUM TO WOOD STUDS IS ADEQUATE TO �. (6) 3/8"0 x 2 1/2" LAG PANEL OUTLINE. ATTACH TO WOOD cn SUPPORT;%BRACE PANEL SCREWS W/ PLATE WASHER AT BLOCKING PER MANUFACTURER'S OVERSIZED HOLES. MAXIMUM RECOMMENDATIONS W/ MINIMUM (4) 1/2"0 DEWALT POWER-STUD+ WEIGHT = 817 LBS (MAX). 3/8"0 x 2 1/2" LAG SCREWS W/ Q 10 WOOD BLOCKING BY SD1 W/ 2 1/2" EMBEDMENT 2xPLATE WASHER AT OVERSIZED HOLES. THROUGH NETWORK RACK BASE OTHERS. ASSUMED CONNECTIONwill MAXIMUM WEIGHT = 200 LBS (MAX). V♦ (4) PLCS. TO WOOD STUDS IS ADEQUATE TO ti SUPPORT/BRACE PANEL O i � >= O r cns 9laporu xlm�ueo® � O WOOD STUD WALL BY OTHERS PANEL TO BE FLOOR SUPPORTED J U 000 Oo 0 0 0 0 0 0 00 0o AND BRACED BY WALL ONLY Q� o O \ u WOOD STUD WALL BY 0 0 - OTHERS w w I- Z 00 0 0 00 W W Fm � I DO 00 ! J W J D 0 1 Z Q ° o E p o°0 00 0 0 0 0 0 0 00 0°0 3" MIN L` TYP ILL 4" CONCRETE HOUSEKEEPING r W Q (E) CONCRETE --a PAD BELOW PANEL BY OTHERS (E) FLOOR O �, �. v J oc 0 ®� � DETAIL NOTE: Q PANELBOARD MDS-2N-1 -D-1 A AT SIM CONDITION, PANEL IS RECESSED IN WALL. (1) � Fm 4 4-POST NETWORK RACK RESTRAINT PLAN 5 MOUNT DETAIL s PANELBOARD MOUNT DETAIL SCALE: NONE SCALE: NONE SCALE: NONE 0 ■ Lo o M � W r o N d uj _ N ¢ W O FQ � o V LL 0 W W w v0 O = v 0D ay 0 U z_ z O 0 L Z) � ryo rn z OOw W U QUA U cJ / J own N O C V d r LLI U ZLlj a O V ry a a Oor (L r O GENERAL NOTES 08GO845PEN A REFER TO SHEET SE-0.1 FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS. agitW" ^eanyCatvi"M.ttt�a� Date:2019.02.15 075215-08'00' B UTILITY LINES ARE SHOWN SCHEMATICALLY ON THIS DRAWING. COORDINATE SIZE, LOCATION, OREGON k AND ELEVATIONS OF EQUIPMENT WITH MECHANICAL AND ELECTRICAL DRAWINGS PRIOR TO FABRICATION OR CONSTRUCTION. v�i�4A z, °1 TTHe C TRANSVERSE AND LONGITUDINAL BRACES MAY BE OMITTED FROM TRAPEZE CONDUIT SUPPORTS SUSPENDED FROM ROD HANGERS TWELVE (12) INCHES OR LESS IN LENGTH, FOR EXPIRES: 06=/2019THE ENTIRE LENGTH OF THE RUN, MEASURED FROM THE TOP OF TRAPEZE TO THE BOTTOM OF SUPPORTING STRUCTURAL MEMBER, PROVIDED THAT THREADED ROD HANGER CONNECTIONS TO SUPPORTING STRUCTURE ARE CONSTRUCTED IN A MANNER THAT DOES NOT Z). SUBJECT ROD HANGERS TO BENDING, I.E. UNISTRUT SWIVEL HANGER M2050. D ONLY NEW TRAPEZES AND THEIR ATTACHMENTS TO THE EXISTING STRUCTURE HAVE BEEN DESIGNED. EXISTING STRUCTURAL SUPPORTS HAVE NOT BEEN EVALUATED FOR ADEQUATE is CAPACITY. w o .c E MAXIMUM LENGTH OF VERTICAL P1000T TO BE 10 FEET. 4 z THAN MORE F MAXIMUM TRAPEZE SPACING TO BE 10'-0" O.C. ` 24 THAN ,Fj 24" ce a oKEYED NOTES 3 ge LESS zFi� THAN ^ � 24" 1 FOR CONNECTION TO SUPPORTING STRUCTURE, REFER TO TYPICAL DETAILS ON °mF DRAWINGS SE-3.4 AND SE-3.5. z SSP A36 THREADED ROD A36 THREADED ROD m SJR �?�, (SEE SCHED) (SEE SCHED) 2 TRANSVERSE AND LONGITUDINAL BRACING REQUIREMENTS: 0 <� LTHAN E s 2.1 THIS BRACING DETAIL APPLIES ONLY FOR CONDUIT SUPPORTS WHERE MOVEMENT o 24" OF THE UTILITY SUPPORTS DUE TO TEMPERATURE DIFFERENTIAL IS NEGLIGIBLE. 2.2 TRANSVERSE BRACES FOR RUN CAN BE USED AS LONGITUDINAL BRACES FOR AN SPP "4- P2863 w/ NUT, ADJACENT RUN WHERE THE RUN OFFSET IS LESS THAN OR EQUAL TO 24".�`� T&B, BURR 2.3 TRANSVERSE BRACES FOR ONE RUN CAN BE USED AS TRANSVERSE BRACES FOR THREADS OR LOCK AN ADJACENT RUN WHERE THE RUN OFFSET IS LESS THAN OR EQUAL TO 24". NUT, TYP 2.4 VERTICAL RUNS MUST HAVE TRANSVERSE BRACING IN EACH DIRECTION AT BOTH P P1000 OR P1001 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ENDS. (SEE SCHED) 1 1/2" MIN. TRAPEZE WIDTH (TYP) (SEE SCHEDULE) Fm W N TRAPEZE CONDUIT SUPPORT MAXIMUM LOADS SCHEDULE 00 TRAPEZE THREADED ROD MAXIMUM TYPE DIA. "D" (IN) SPAN P1000 3/8" 3'-0" P1001 3/8" 8'-0" — LEGEND: DETAIL NOTES: U) T = TRANSVERSE BRACE J L = LONGITUDINAL BRACE A MAX LOAD TO TRAPEZE = 500 LBS. 0 B FOR TYPICAL TRAPEZE CONDUIT HANGER SUPPORT DETAILS WITH TRANSVERSE AND/OR ISOMETRIC DIAGRAM OF TRANSVERSE AND LONGITUDINAL LONGITUDINAL BRACED SUPPORTS, SEE DETAILS 3/-, 4/- AND 5/-. 0 z _ CONDUIT UTILITY BRACING REQUIREMENTS 2 TYPICAL TRAPEZE CONDUIT SUPPORT (/) = SCALE: NONE - SCALE: NONE J Z U Q LV V♦ H m Z Lu LU D J ~ -NT JW J II 1 1 Z Q A36 THREADED ROD WITH Tlf II I P1000T CHANNEL I 0 I STIFFENER 8" SHORTER I I THAN THREADED ROD II II II II II � II II II II K�CN Fm W1 "0 7x19 AIRCRAFT LE EACH SIDE,ALL TAUT/ ,' _ Fm W/ / MUM (3) CROSBY/ / _ _ _ _ _ _ S OR EQUAL/ A36 THREADED ROD WITH /P1000T CHANNEL STRUT SPF 200 I P1000 TRANSVERSE STIFFENER 8" SHORTER I / P1000 LONGITUDINAL BRACE, BRAC=. MAXIMUM ONE EACH SIDE OF TRAPEZE; HINGE CONNECTION OR H II THAN THREADED ROD II TRANSVERSE COOPER B-LINE 990 M BRAC. LENGTH= 9 MAXIMUM BRACE LENGTH= 9 � I I FEET I FEET CABLE CLAMP TYP. >< A36 THREADED ROD WITH I I I EACH SIDE o P,000T CHANNEL II II P2486 AT T&B AND 11"0.C.-\,, STIFFENER 8" SHORTER MAX, (TYP) 1 M z ma z THAN THREADED ROD I I 1 �' P2486 AT T&B AND 11 W a o MAX, (TYP) I / /a 1.5 I o o / CONDUIT (REF) / I ,, � w /� 1.5 m / 1 I Cn a. n _ � I I / I I 4S• , a Ln o iv Q 1 - (to II U 1/4"0 709 AIRCRAFT Z - - - - - - - - - - - - - - - - CABLE EACH SIDE, �P13. 4A ADJUSTABLE P1000 OR P1001 WITH P1354A ADJUSTABLE HINGE INSTALL TAUT 0 - - - - - - - - P2863 FITTING AND NUT EACH SIDE OF TRAPEZE HINGE, (TYP) P2863 WITH NUT T&B, T&B, BURR THREADS OR MINIMUM 3 CROSBY U � BURR THREADS OR LOCK LOCK NUT, (TYP) ( ) NUT, (TYP) CLIPS OR EQUAL o 1 1/2" MIN. TRAPEZE WIDTH rl- (TYP) (SEE DETAIL NOTE A) UNISTRUT SPF 200 fn 0) HINGE CONNECTION OR Z 01- COOPER B-LINE 990 O O DETAIL NOTES: DETAIL NOTES: CABLE CLAMP TYP. U TN LONGITUDINAL EACH SIDE J A FOR TYPICAL TRAPEZE CONDUIT HANGER SUPPORT DETAIL AT LOCATIONS BETWEEN A FOR TYPICAL TRAPEZE CONDUIT HANGER SUPPORT DETAIL AT LOCATIONS BETWEEN Q U TRANSVERSE AND/OR LONGITUDINAL BRACED SUPPORTS. SEE DETAIL 2/-. TRANSVERSE AND/OR LONGITUDINAL BRACED SUPPORTS. SEE DETAIL 2/-. U c H B TRANSVERSE BRACE REQUIRED AT FIRST AND LAST VERTICAL SUPPORT OF EACH B LONGITUDINAL BRACES REQUIRED AT 40'-0" MAXIMUM SPACING WITH AT LEAST ONE DETAIL NOTES: o I-- STRAIGHT RUN AND AT EVERY OTHER TRAPEZE. _q U PAIR OF LONGITUDINAL BRACES ON EACH STRAIGHT RUN. A FOR REQUIRED BRACE SPACING SEE DETAILS 3/- AND 4/-. Lu L0 an J +� LUTYPICAL TRAPEZE CONDUIT TYPICAL TRAPEZE CONDUIT B FOR STIFFENED ROD INFORMATION SEE DETAIL 3/-. bzip SUPPORT w/ TRANSVERSE BRACE 4 SUPPORT w/ LONGITUDINAL BRACES 5 TYPICAL CABLE BRACING KulW Q 2 SCALE: NONE 2 - SCALE: NONE - SCALE: NONE J W p � 6 aoa � o GENERAL NOTES 080845PEN A REFER TO SHEET SE-0.1 FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS. Di9ka01'1lgr*dbyC lA.Mm tb.Ml.e (E) OPEN WEB TRUSS, Drte:3019.0215 Q/M4:N-08'00' TYP B ONLY NEW TRAPEZES AND THEIR ATTACHMENTS TO THE EXISTING C OREGON k- (3) 3/8"0 LAG SCREW INTO STRUCTURE HAVE BEEN DESIGNED. EXISTING STRUCTURAL SUPPORTS 9�0 o`, .�� 3/16"0 PREDRILLED PILOT 3 1/2" 3 1/2" HAVE NOT BEEN EVALUATED FOR ADEQUATE CAPACITY. �H 2• a 4- HOLE INTO TOP CHORD o A NA TTHE11 C MAXIMUM LENGTH OF VERTICAL P1000T TO BE 10 FEET. EXPIRES: 06/30/2019 G 91. ._ .. ... .....- - 1 yy h I W e STRUT AND b ATTACHMENT PER r Hai 3/SE-3.5 iY q q 3 d$ z v P1000 W/ A DETAIL NOTE: 0 P1843 EACH A BRACE NOT SHCWN FOR CLARITY STRUT OR CABLE BRACE END PERPENDICULAR TO (E) TRUSS ELEVATION A- A 1 SINGLE TOP AND BOTTOM CHORD OPEN-WEB WOOD TRUSS BRACING DETAIL SCALE: NONE Fm (E) OPEN WEB TRUSS, J U TYP 13 olO A f 7 _ :L:..T., ..... I ,I Iv o P1000 (2) 3/8"0 THRU BOLT W/ NUT AND WASHERS, TYP . j >= O STRUT AND O ATTACHMENT PER 2/SE-3.5 Q J Z A Q W P1000 W/ Fm 2 Z P1843 EACH DETAIL VOTE: W STRUT OR CABLE BRACE END A BRACE NOT SHOWN FOR CLARITY Q Lu PERPENDICULAR TO (E) J TRUSS ELEVATION A- A J W J 2 DOUBLE TOP AND BOTTOM CHORD OPEN-lmEI:.j wooD (RUSS BRACING DETAIL Z SCALE: NONE (E) MICROLLAM LVL, PARALLAM (E) DOUBLE TOP/BOTTOM W (E) SINGLE TOP/BOTTOM � PSL OR 2x10 BEAM Q CHORD OPEN WEB TRUSS, CHORD OPEN WEB TRUSS, �� TYP A TYP J A/ H LV 0 ^� U) Fm 1- DOUBLE 2x4 BOTTOM a a CHORD SLEEPER o ■ in v 0 m LA r °' z A LA n F z ' LEE a F E o a � a P1026 W/ 3/8"0 z F w THRU BOLT W/ NUT I- a o z AND (2) PLCSHERS, TYP w (n (L S2w Z .7 O 18" ;, �- P1026 W/ 3/3"0 C) Lo 7'STRUT OR CABLE I MIN %y%'~ THRU BOLT W,% NUT p BRACE PARALLEL TO / AND WASHERS TYP P1026 W/ 3/8"0 0 ���(2.? PLCS THRU BOLT W/ NUT U) p) o (E) JOIST J 0 0 0 AND WASHERS, TYP Z -- / o(2) PLCS O O N ELEVATION A-A - ' _ DGUBLE 2x4 BOTTOM CHORD SLEEPER J - QUS2 U c � - STRUT OR CABLE _M O BRACE PARALLEL TO STRUT OR CABLE � "- (E) TRUSS BRACE PARALLEL TO W O ELEVATION A.-A (E) TRUSS W ) g ELEVATION A- A `�� z 3 BRACE PARALLEL TO JOIST/TRUSS CONNECTION DETAIL W Q s SCALE: NONE W F- U w � � ; Erna aw a- � � o (E) OPEN WEB TRUSS, GENERAL NOTES 080845PEN TYP A REFER TO SHEET SE-0.1 FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS. Digitally:iyned cy an+"Matt!"Minor Date:2019.02.15 0753.1)15 4)8'00' B ONLY NEW TRAPEZES AND THEIR ATTACHMENTS TO THE EXISTING Ne STRUCTURE HAVE BEEN DESIGNED. EXISTING STRUCTURAL SUPPORTS00 HAVE NOT BEEN EVALUATED FOR ADEQUATE CAPACITY. C MAXIMUM LENGTH OF VERTICAL P1000T TO BE 10 FEET. EXPIRES: 06/30/2019 U 0 (E) WOOD I—JOIST, TYP / \ P1026 W/ 1/2"0 THRU MAX SPAN ti BOLT W/ NUT AND PER SCHEDULE 1/2"0 THRU BOLT W/ NUT I w , WASHERS, TYP AND WASHERS, TYP \�\ z 1/2"0 THRU BOLT W/ v °3 NUT AND WASH=:RS, 0 z�s„ TYP SEE SCHEDULE SEE SCHEDULE � 0 — 2x6x12, W/ (6) NO.6 N X2" DRYWALL SCREWS 0 EA SIDE,TYP Liu P1843 — II ADJUS z 2x6x18, W/ (2) 3/8"0 THRU P1000 BRACE lY/ ADJUSTABLE 9 HINGE BOLT W/ NUT AND P1843 EACH END, WASHERS, RESTING ON REQ'D AT STRUT OR STRUT OR BOTTOM FLANGE, TYP CAE'LE BRACE THAT IS CABLEPERPENDICULAR TO (E) 1/4"0 LAG SCREW INTO 1/8"0 BRACE P1000T CHANNE A36 THREADED ROD WITH WOOD I—JOISTS A36 THREADED ROD, OR P1843 (o PREDRILLED PILOT HOLE, TYP STIFFENER, WHERE P1964 FITTING AND NUT, ADJUSTABLE HINGE W/ STRUT OR APPLICABLE T&B, BURR THREADS OR CABLE BRACE GRIPPLE NO.3 LOOP CONCENTRATED LOAD HANGER. MAXIMUM ONE HANGER PER SUPPORT STRUT BEAM. HANGER/BRACE CONNECTION SUPPORT SCHEDULE HANGER/BRACE CONNECTION SUPPORT SCHEDULE TRAPEZE THREADED ROD MAXIMUM TRAPEZE THREADED ROD MAXIMUM TYPE DIA. "D" (IN) SPAN TYPE DIA. "D" (IN) SPAN Fm P1000 3/8" 2'-0" P1000 3/8" 2'-0" J U P1001 3/8" 4'-0" P1001 3/8" 4'-0" 0 P5501 3/8" 8'-0" P5501 3/8" 8'-0" 1w 0 DETAIL NOTES: DETAIL NOTES: Fm A PROVIDE CABLE BRACING IF USED, REPLACE UNISTRUT ADJUSTABLE HINGE WITH COOPER B—LINE 990 CABLE CLAMP OR GRIFPLE A ASSUMPTION WAS MADE THAT WOOD I—JOISTS AND WOOD OPEN WEB TRUSSES ARE CAPABLE OF SUPPORTING FITTING AT GS12 CABLE BRACE. GRAVITY LOAD AND APPLIED SEISMIC FORCES AS A RESULT OF TRAPEZE MOUNTING. TRUSS EOR TO VERIFY. B ASSUMPTION WAS MADE THAT WOOD I—JOISTS AND WOOD OPEN WEB TRUSSES ARE CAPABLE OF SUPPORTING GRAVITY LOAD AND B REFER TO DETAIL 1/SE-3.4 FOR JOIST BRACING DETAIL. ♦ ' APPLIED SEISMIC FORCES AS A RESULT OF TRAPEZE MOUNTING. TRUSS EOR TO VERIFY./ Q C SEE DETAIL 3/SE-3.4 FOR BRACING PARALLEL TO JOIST/TRUSS CONNECTION DETAIL. TYPICAL HANGER / BRACE TYPICAL HANGER / BRACE CONNECTION @ WOOD I-JOIICST 2 CONNECTION @ WOOD OPEN WEB TRUSS >' 0 SCALE: NONE SCALE: NONE 0 (E) OPEN WEB TRUSS, �/� TYP Q W V 2 z LU LU Fm a j J LV J Z Q Fm Fm H— W o 0 C.1 � Q SEE � U SCHEDULE o W Lo a w o v 0 o � o 1/4"0 LAG SCREW INTO 1/8"o , W o A36 THREADED ROD, OR P1843 PREDRILLEE' PILOT HOLE f o a ADJUSTABLE HINGE W/ STRUT OR z Iii Z w CABLE BRACE DOUBLE 2x4 BOTTOM Uj CHORD SLEEPER w o N � oy 3/8"0 THRU BOLT W/ NUT AND a y WASHERS THRU 2x4 SLEEPERS, CINCH TIGHT, DO NOT CRUSH 3--EEL WEBS U HANGER/BRACE CONNECTION SUPPORT SCHEDULE Z TRAPEZE THREADED ROD MAXIMUM Z TYPE DIA. "D" (IN) SPAN o H P1000 3/8" 2'-0" U P1001 3/8" 4'-0" CD P5501 3/8" 8'-0" U) o Z W !V DETAIL NOTES: o o w A ASSUMPTION WAS MADE THAT WOOD I-JOISTS AND WOOD OPEN WEB TRUSSES ARE U -12 CAPABLE OF SUPPORTING GRAVITY LOAD AND APPLIED SEISMIC FORCES AS A RESULT OF J :t-- TRAPEZE =TRAPEZE MOUNTING. TRUSS EOR TO VERIFY. C U B REFER TO DETAIL 2/SE-3.4 FOR JOIST BRACING DETAIL. U • _= O a H Nw. TYPICAL HANGER / BRACE _ w ` . wog 3 CONNECTION @ WOOD OPEN WEB TRUSS o o a ZUn1 SCALE: NONE &U. Q s r s C) R GENERAL NOTES e8O84 N�FFb'S/o� �A REFER TO SHEET SE-0.1 FOR STRUCTURAL GENERAL NOTES AND sPE ABBREVIATIONS. Digitally signed M aW Maishm Mm, Date.201902.15 07:4600-06'00' A C5 OREGON v r Mn rTHe++ (E) FLOOR 3/8"0 THRU BOLT W/ EXPIRES: 06/30Y2019 NUT AND WASHERS, TYP O 00 (4) PLCS ci b r r i l ''7. JL 1 U U r3 2x10, LLH, TYP b u 2x10, LLH, TYP DOUBLE 2x4 TOPS I ; CHORD SLEEPER W/ 3/8"0 THRU BOLT W/ P $ =off NUT AND WASHERS • � � z h ;'✓ P1026. ATTACH TO 2x10 AND 2x4 SLEEPER W/ 3/8"0 LAG z Sc 2REW, TYP (2) EA SIDE OF I � x10 A o (E) OPEN WEB TRUSS, U TYP ELEVATION A-A 1 4-POST NETWORK RACK RESTRAINT DETAIL SCALE: NONE U O OFm� - - PANEL OUTLINE. ATTACH TO WOOD BLOCKING 2xlO, WOOD BLOCKING BY PER MANUFACTURER'S RECOMMENDATCNS W/ U Q OTHERS. ASSUMED CONNECTION MINIMUM (6) 3/8"0 x 2 1/2" LAG SCREWS TO WOOD STUDS IS ADEQUATE W/ PLATE WASHER AT OVERSIZED HOLES. TO SUPPORT/BRACE PANEL MAXIMUM WEIGHT = 470 LBS (MAX). J 1'..: >= p FLAG POLE BY OTHERS. COORDINATE O LOCATION WITH ARCHITECT. INSTALL FILL TOP 2" OF GROUND SLEEVE PER MANUFACTURER'S WITH ELASTOMERIC JOINT RECOMMENDATIONS. ♦A SEALANT \/J/ �J HAND TAMP SAND BETWEEN FLAG FLAG POLE COLLAR BY OTHERS L ♦♦^� WOOD STUD WALL BY POLE AND GROUND SLEEVE PER W v/ OTHERS PANEL TO BE FLOOR SUPPORTED MANUFACTURER'S FINISHED GRADE PER CIVIL AND BRACED BY WALL ONLY RECOMMENDATION Fm W SLI 6. 13 j i 1 I � J W J FLAG POLE GROUND - I 4 z SLEEVE ASSEMBLY PER " N MANUFACTURER I M {•� APPROVED STRUCTURAL � I -' ■ 3" MIN FILL i -- --%V� � u Q ' { TYP %�I1I I- CEMENTITIOUS FLOOR S a. 4" CONCRETE HOUSEKEEPING PAD a� I � W/ #4 ® 12" OC f Q V .. H W 6. u� 4" � 1/4"0x4" SIMPSON SDS SCREWS @ 6" OC, W/ GROUNDING SPIKE BY OTHERS, 1 " EMBED INTO WOOD SHEATHING AND 3" PER MANUFACTURER'S EMBED INTO CONCRETE HOUSEKEEPING PAD REQUIREMENT 3'—O" a k 0 0 0 N U O � 2 PANELBOARD SDP-4N-2-A1 MOUNT DETAIL 3 FLAG POLE FOUNDATION DETAIL M � � F- LU SCALE: NONE SCALE: NONE , a y a uizw FQ WW W N Q � 0 to - fL U Z Z 0 ULo � v � o rn W Z � � 00w QUA U � a INN.; L) p a c L , UJ 0 EL an J +--• o W V r Z q W f• U J C) 9 rx!? a_ rQ Q ry GENERAL NOTES IPN�FFRsi� A SEE SHEET SE-0.1 FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS. 80845PE N Dgeal l9 sIgned,y CAvh Mauhm IOI met B PROVIDE GRAVITY SUPPORT AND SEISMIC BRACING OF CONDUIT PER Date 2019A2.190]:46 0-08'00 PRESCRIPTIVE DETAILS ON SHEET SE-3.3. KOREGON ¢� GN G1 1 1 .4 2 2.5 3 4 5 6 7 8 8.6 9 10 10. 11 12 13 14 MgrrNOS EXPIRES: 06/30/2019 I 0 A O A CLASSROOM LI CLASSROOM Z a, „\ Z o STAIR N wy 1 1 ip j S, HALL m F hWl h1.f B WWII O -- ...-..-... ( I I ! EXTENDED ! 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