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Plans (4) OFFICE, COPY APPROVED TIGARD-TUALATIN SCHOOL DISTRICT REVISION TWALITY MIDDLE SCHOOLUgh; _ 0� 3C ELECTRICAL SUPPORT AND SEISMIC BRACING DESIGN R • ' 9 v f Sao U =� c SITE ELECTRICAL SUB CONTRACTOR TWALITY MIDDLE SCHOOL PORTLAND ELECTRICAL CONSTRUCTION, INC. 14650 SW 97TH AVENUE 1019 7TH STREET TIGARD, OR 97224 OREGON CITY, OR 97045 H U (— STRUCTURAL SHEET INDEX OWNER STRUCTURAL CONSULTANT NUMBER TIRE SO.0.1 STRUCTURAL COVER SHEET TIGARD-TUALATIN SCHOOL DISTRICT CORBIN CONSULTING ENGINEERS, INC. SE-0.1 STRUCTURAL GENERAL NOTES&ABBREVIATIONS 6960 SW SANDBURG STREET 1905 NW 169TH PLACE, SUITE 121 SE-1.0 FIRST FLOOR-ELECTRICAL SUPPORT PLAN W J Q SE-1.1 SECOND FLOOR-ELECTRICAL SUPPORT PLAN I 0 0 TIGARD, OR 97223 BEAVERTON, OR 97006 SE•20 ENLARGED PLANS-ELECTRICAL SUPPORT �// I SE-3.0 STRUCTURAL DETAILS U) 0 SE-31 STRUCTURAL DETAILS C/ = 01 E S32 STRUCTURAL DETAILS w 0 Cl)SE-33 STRUCTURAL DETAILS SE-3.4 STRUCTURAL DETAILS > W Z SE-35 STRUCTURAL DETAILSci O W � Ja J � J M „ I-- Q „I— J � Q QI N 1— Tin 'v^ a ENE U Z Z 0 N rn OU1 r row r 0180 maw ��a �iaoo . GENERAL NOTES S ,P,MF4e, W Y DIVISION 1 - GENERAL DIVISION 5 - METAL STRUCTURAL NOTES ;� P..=�< G,ENERAI GENFRAI TO is Ay TTI16M' 1 SPECIFICATIONS AND CODES REFERENCED IN THESE NOTES ARE THE VERSIONS ALL STRUCTURAL MEMBERS TO BE DETAILED. FABRICATED AND ERECTED IN CODE REQUIRED SPECIAL INSPECTION AND MATERIALS TESTING PROGRAM BY INSPECTION AGENCY MOST RECENTLY ADOPTED BY THE PERMITTING AUTHORITY. ACCORDANCE WITH THE LATEST EDITION OF MSC STANDARDS. I iM4AF!NIA RIBSP I 2 THESE DRAWINGS SHALL BE USED IN CONJUNCTION WITH SPECIFICATIONS WHERE ITEM COMMENTS DURATION DIFFERENCES EXIST BETWEEN THE DRAWINGS AND SPECIFICATIONS, THE MORE 1,LATER6V 4 STRINGENT REQUIREMENT SHALL GOVERN. FOUNDATIONS AND SOILS 3 FIELD VERIFY DIMENSIONS AND ELEVATIONS RELATIVE TO THE EXISTING 1 STRUCTURAL STEEL MATERIALS SHALL MEET THE FOLLOWING CRITERIA: te STRUCTURE PRIOR TO FABRICATION OF MATERIALS. A ANGLES, CHANNELS AND PLATE. ASTM A 36. GRADING AND SUBGRAOE COMPACTION REF. PROJECT SPECIFICATIONS P m a 4 FOR FEATURES OF CONSTRUCTION NOT FULLY SHOWN. PROVIDE THE SAME TYPE 9 HOLLOW STRUCTURAL SHAPES: ASTM A 500, SHAPED. GRADE B. FY=46KSI W,� AND CHARACTER AS SHOWN FOR SIMILAR CONDITIONS. SUBJECT TO RENEW BY ASTM A 500, ROUND, GRADE B, FY=42KSI. FOOTING EXCAVATION AND COMPACTION P wa THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD. Zm 5 APPLY, PLACE, ERECT OR INSTALL ALL PRODUCTS AND MATERIALS IN 2 DRILLED EXPANSION ANCHORS'_ CONCRETE: an ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. EXPANSION ANCHORS: 6 THE DRAWINGS GOVERN OVER THE STRUCTURAL NOTES TO THE EXTENT SHOWN. BASE MATERIAL PRODUCT I.C.C. LACEMENT OF REINFORCING FOR SLABS P C.C. NO. po 7 THE CONTRACTOR IS RESPONSIBLE FOR RELOCATING (REPLACING) ALL EXISTING CONCRETE DEWALT POWER-STUD+ SDI ESR-2818 fi HANGERS, CLAY WIRE, CEILING SUPPORT AS REQUIRED TO INSTALL NEW UTILITIES. DEWALT POWER-BOLT ESR-3260 PLACEMENT OF CONCRETE FOR REINFORCED SLABS SEE NOTE 7,Am 318: 20.6 C U O 8 THIS WORK OCCURS NEAR AN OPERATING FACILITY. COORDINATE ALL DEWALT SCREW-BOLT* ESR-3889 0 CONSTRUCTION ACCESS AND OPERATIONS WITH THE OWNER TO AVOID MASONRY DEWALT POWER-STUD+ SDI ESR-2966 DRILLED IN EXPANSION/WEDGE AND SCREW ANCHORS IN CONCRETE PER ICC EVALUATION REPORT P O S DISRUPTION TO ONGOING FACILITY OPERATIONS. (UNLESS OTHERWISE NOTED ON DRAWINGS) 9 CONTRACTOR SHALL PROVIDE (FURNISH AND INSTALL) ALL COMPONENTS AND OTHER ANCHORS ARE ACCEPTABLE ONLY WITH PRIOR WRITTEN APPROVAL OF CI) MATERIALS MATERIAL$ UNLESS OTHERWISE NOTED ON DRAWINGS. ENGINEER. INSTALL ALL ANCHORS PER MANUFACTURER'S INSTRUCTIONS. PROVIDE v+ NOTES PERTAINING TO THE SPECIAL INSPECTION TABLE: ID USE OF (OR ATTACHMENT TO) EXISTING UTILITY SUPPORTS/TRAPEZES IS NOT MINIMUM EMBEDMENT AND SPACING UNLESS OTHERWISE NOTED ON DRAWINGS. ALLOWED WITHOUT PRIOR APPROVAL FROM THE ENGINEER OF RECORD. SPECIAL INSPECTION OF ANCHOR INSTALLATION IS REQUIRED UNLESS 1 SPECIAL INSPECTOR: A QUALIFIED PERSON WHO DEMONSTRATES THEIR COMPETENCE. TO THE SATISFACTION OF THE 0 11 THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT THE EXISTING SPECIFICALLY NOTED OTHERWISE ON DRAWINGS. BUILDING OFFICIAL, FOR INSPECTION OF THE PAR➢CUEAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL STRUCTURE HAS SUFFICIENT CAPACITY TO SUPPORT NEW UTILITY TRAPEZES_ KNSPECTKIN. THE SPECIAL INSPECTOR SHALL BE EMPLOYED BY THE OWNER, 12 THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A SAFE PLACE TO WORK AND 3 BOLTS - SS-(ASTM F593. TYPE 304) NON SS-(ASTM A307) INSTALLED WITH IIII� MEETING THE REQUIREMENTS OF ALL APPLICABLE JURISDICTIONS. OSHA AND HARDENED LOCK WASHERS. TIGHTEN NUTS TO SNUG TIGHT CONDITION, UNO. 2 THE TERM "CONTINUOUS;(C)AS STATED ABOVE. SHALL MEAN THE SPECIAL INSPECTOR 15 ON THE SITE AND IN THE GENERAL CONTRACTOR SAFETY REQUIREMENTS_ EXECUTE WORK TO ENSURE THE GENERAL AREA.AT ALL TIMES. OBSERVING THE WORK REQUIRING SPECIAL INSPECTION. THE TERM 'PERIODIC"(P) MEANS SAFETY OF PERSONS AND ADJACENT PROPERTY AGAINST DAMAGE AND OTHER 4 THREADED R00 - SS-(ASTM A193, TYPE 316) NON SS-(ASTM A36). THAT THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM THAT THE WORK REQUIRING Q HAZARDS IN CONNECTION WITH THIS WORK. SPECIAL INSPECTION IS IN CONFORMANCE WITH APPROVED PERMIT PLANS AND SPECIFICATIONS. 13 CORBIN RELATED ENGINEERS HAS NOT BEEN RETAINEDO TO PROVIDEW ANY 5 SELF TAPPING/DRILLING SCREWS - ITW BUILDER TEKS - ICC REPORT ESR-1976. 3 DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: > I SERVICES RELATED TO JOB SITE SAFETY PRECAUTIONS OR TO REVIEW MEANS, A. OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE APPLICABLE DESIGN DRAWINGS AND SPECIFICATION. • METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES FOR THIS WORK. OPEN CHANNEL STRUT B. FURNISHES INSPECTION REPORTS TO THE BUILDING OFFICIAL, ENGINEER, AND OTHER DESIGNATED PERSONS. W 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 1 ALL STRUT AND HARDWARE SHALL CONFORM TO PROJECT SPECIFICATIONS FOR DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED. TO THE TRAPEZE IS THE RESPONSIBILITY OF THE CONTRACTOR. SLOTTED CHANNEL FRAMING. SNBORRECTED, TO THE PROPER DESIGN AUTHORITY AND BUILDING OFFICIAL. C. SUBMITS A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST • 2 CUT EDGES SHALL BE DEBURRED. RADIUS ALL EDGES. OF THE INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE CO DESIGN STANDARD 3 BOLT ALL CHANNEL AND FITTINGS WITH 1/2`0 BOLTS AND CHANNEL NUTS AT APPLICABLE WORKMANSHIP PROVISIONS OF THE GOVERNING CODE. CO L ALL APPLICABLE BOLT HOLE LOCATIONS ONO. 4 FIELD MEASURE ALL FITTINGS AND STRUT PRIOR TO FABRICATION. 4 DUTIES AND RESPONSIBILITIES OF THE CONTRACTOR REGARDING SPECIAL INSPECTION. 2014 OSSC BASED ON THE 2012 IBC, 5 CONTRACTOR IS RESPONSIBLE FOR INSTALLING A PROTECTIVE CAP ON THE END A. THE CONTRACTOR 15 RESPONSIBLE FOR NOTIFYING THE SPECIAL INSPECTOR WHEN ITEMS NOTED ABOVE ARE TO BE OF ALL EXPOSED UALVANIT SUPPORTS. INSPECTED. Q 6 DAMAGED OR CUT GALVANIZED SURFACES SHALL BE TOUCHED UP IN FIELD WITH B. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE SPECIAL INSPECTOR ACCESS TO ITEMS REQUIRING SPECIAL re SEISMIC: IBC SITE CLASS D AN ORGANIC COLD GALVANIZING COMPOUND IN ACCORDANCE WITH THE INSPECTION. A� Ss = 0.963 REQUIREMENTS OF ASTM A780 APPLY IN MULTIPLE COATS UNTIL A 4 MIL W Ups = 0.716 THICKNESS HAS BEEN ACHIEVED. 5 SPECIAL INSPECTION 15 NOT REQUIRED WHEN WORK IS PERFORMED IN AN APPROVED FABRICATOR'S SHOP IN ACCORDANCE CO r Z = 1.25 WITH OSSC SECTION noa.zs. (v//� Z - VARIES 6 POST INSTALLED CONCRETE ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS la A? . 1.0, R. = 2.5 (USED FOR GENERATORS, TRANSFORMERS, NETWORK AND THE APPLICABLE ICC EVALUADON SERVICES REPORT (CC ESR). CONTINUOUS SPECIAL INSPECTION IS REQUIRED Q RACKS ANO PARTITIONS) TO VERIFY THAT THE ANCHOR INSTALLATION MEETS THE REQUIREMENTS OF THE APPLICABLE ICC-ESR. A, = 2.5, RV = 60 (USED FOR PANELBOARDS, SWITCH GEAR, CONDUIT AND CABLE TRAYS) 7 OBTAIN (4)TEST CYLINDERS FOR EACH 100 CUBIC YARD PLACED OR EACH DAY OF POUR,TEST (1) CYLINDER AT 7 O J DAYS AND (2) CYLINDERS AT 28 DAYS(IF THE FIRST 28 DAY CYLINDER IS LESS THAN THE REQUIRED STRENGTH. HOLD WIND: RISK CATEGORY = III SECOND CYLINDER FOR 56 EAT).VERIFY APPROVED MIX DESIGNS ARE BEING DELIVERED. Z O 0 BASIC WIND SPEED = 130 MPH (3-SECOND GUST) WIND EXPOSURE CATEGORY = B ABBREVIATIONS PR - ANCHORBOLT ID INSIDE DIAMETER O DIVISION 3 - CONCRETE AND REINFORCING ARV ABOVE N - INCHES I ADD - ADDENDUM INA - INVERT ICI CONCRETE MIX/MATFRIAI WOOL ADDITIONAL i AHJ - AUTHORITY HAVING JURISDICTION LL = LIVE LOAD ,+ 1. REFERENCE PROJECT DESIGN STRUCTURAL NOTES, FROELICH CONSULTING ARCH ARCHITECT ILK = LONG LEG HORIZONTAL V ENGINEERS SHEET 50.01 CONCRETE MINIMUM MIX AND CONCRETE ATR - ALL THREAD ROD LLV At LONG LEG VERTICAL uj I_ REINFORCING REQUIREMENTS. LP = LOW POINT Z (/, BLDG - BUILDING BLED - BLOCKING MAX = MAXIMUM MAX MI W Z BLW - BELOW MB MACHINE BOLT J F BM - BEAM MESH = MECHANICAL BO BOTTOM OF MFR = MANUFACTURER BOO BOTTOM OF DECK MIN = MINIMUM BPTT BOTTOM MISS = MISCELLANEOUS J Q BP BASEPLATE Q BRG - BEARING NS - SIDE BIWN BETWEEN NTS = NOT TO SCALE BW BOTH WAYS NSG A, NONSHRINK GROUT NO OR} = NUMBER 2 CHIC CHECKERED C - COST-IN-PLACE OC = ON CENTER > I CJ CONTROL OR CONSTRUCTION JOINT OCEF = ON CENTER EACH FACE CNTR - CENTER OD = OUTSIDE DIAMETER CL - CENTER LINE OH = OPPOSITE HAND Nwr CLR - CLEAR re CHU - CONCRETE MASONRY UNIT PC = PIECE PC COL COLUMN PL = PLATE l < CONS - CONCRETE PLCS = PLACES Q COAT - CONTINUE OR CONTINUOUS PRO.,1 PROJECTION Ce GP COMPLETE JOINT PENETRATION PSI - POUNDS PER SQUARE D DOUBLE REF RADIUS N 1— r DEGEG DEGREE REF = REFERENCE DET DETAIL REINF = REINFORCING DIN DIAMETER READ = REQUIRED DING DIAGONAL DIM - DIMENSION SCHED SCHEDULE DL DEAD LOAD SDST = SELF-DRILLING. SELF-TAPPING DWG - DRAWING SECT • SECTION ■g O EA EACH SSIM = SIMILAR O w a o EF - EACH FACE SC = SUP CRITICAL k ELECT - ELECTRICAL SL = SNOW LOAD g' ELEV ELEVATION SOC SLAB ON GRADE s E4 EN - EDGE NAILING SP, SPCS = SPACES ill' 8 EO - ENGINEER OF RECORD SPEC. SPECS = SPECIFICATION lill EO EDGE OF 50 = SQUARE i5 o 5 EDP ENGINEER OF RECORD SS = STAINLESS STEEL Cl) w S' EDS EDGE OF SLAB STD = STANDARD _I aID 3 El) EQUAL STL - STEEL 4k�TT STIR =EW EACH WAY STIRRUPS �1 EXIST OR (E) EXISTING STRUM - STRUCTURAL Lj EXP EXPANSION SYM = SYMMETRICAL Z FON FOUNDATION TAB = TOP AND BOTTOM Z FL - FLOOR THE = THICK Q FIG - FLANGE THRD = THREAD, THREADED ♦- FO - FACE OF TO = TOP OF U N FOC - FACE OF CONCRETE TOC = TOP OF CONCRETE n a FOG - FACE OF GIRT TOS = TOP OF STEEL O TIT FACE OF STUD T = TYPICAL IY FOW FACE OF WALL Z FS FAR SIDE UNO = UNLESS NOTED OTHERWISE FT FOOT UT = ULTRASONIC TESTING O O FTG FOOTING O<''E VD VAPOR BARRIER QU$ GGA GAUGE R vERT = VERTICAL U c GB GRADE BEAM W/ = WITH •�� CR GRTG GRATING W 0 = WITHOUT HOG - HOT-DIPPED GALVANIZED WP = WORK POMP 0E - HR - HANDRAIL AK - WEIGHT W N} HS - HEADED STUD WIVE = WELDED WIRE FABRIC �d HORIZ - HORIZONTAL Ilif Z f HER - HIGH STRENGTH BOLT HP - HIGH POINT ate: ems 0 0 o 0 0 0 0 0 0 0 0 o GENERAL NOTES g, � F38 A SEE SHEET SEA1 FOR STRUCTURAL GENERAL NOTES ABS ABBREVIATIONS ¢U B PROVIDE GRAVITY SUPPORT AND SEISMICN BRet4 OF CONDUIT PER w wr err ©. -... - - - _ a -_....Q. PRESCRIPTIVE DETAILS ON IS CFT SE32 ` O 0Ot4 ¢` KEYED NOTES ywRREN*y I SUPPORT WIRE BASKET FROM EXISTING WOOD STUD WALL NTH CABLONL I Ipal"Bs wsasoaiSTUD j P A FASL 300 WALL BRACKET AT e°0°ON CENTER PER Br3E30. Q. 2 SUPPORT WIRE BASKET WITH GRIPPLE NO 3 WAIT HANGER AT 6-0,CN CENTER(MAXIMUM)CONNECT TO STRUCTURE'MTH GRIPPLE NO.3 LOOP P O /! __ © 0 TYP UNO•'. - L_y. i PER USE-3 3I I3lOtMD EbSTNG BUILDING STRUCTURE OR STRUT TRAPEZE E o' I E I - f 3 PROVIDE 4-WAY SEISMIC CABLE BRACE FOR WIRE BASKET Elm STRUT ,'1,� 3'$ .. -.. TRAPEZE AND GPoPPTE GSIY CABLE BRACING PER I�SE-34 �. � Z'i O z T.J - o U o eszza N oY I .I Z Q J © a I- € I 0 U I a I - - � _ J © � J 0 i. fir- J a : 0 0 0 Q -I Q RP.UNO0 } `.f, 0 0I L) _ V V Cl) a / 0 W fA Z 0 �' 0 —I J 1- Q H r IXCQ H TYP(31 •IM O i- '¢ J } a ----1. i 0 U. t— 0 -r CC Jre( 1 iI N < < 1. ti F- t- ` Old � 4.1 1 O R Fit Pa M ice. � Wwg l rj o \ z LL z f r' lruA i - . 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I w 3 PROM DE 4WAYSEISBRCCADLE BRACE FORWIRE BASKET WITH STRUT ffi O ,,..-_- r� _ _.._ �v- w _ TRAPEZE ANp CRIPPLE G512 GABLE BRACING PER A563A z i^ c- O f1 Lr...._ U o 8> 0 op i i 7 a I- ri_L O I— o aA y 1- CO 1 F I--- J I• o O O IN" W = V o 1 1 —. ._ ell)._ We o J V 1 -� W to , Z -- -- -----o LLI I-- I Oo _I Oo a © • enk 0 I}- O W 0 J �l CDFf , li • �- T WIso tea= I 'al ■. c) 71-ti Ai ........... Li xgr i- Z o A, U u p I 1'1 R g p co 00& 0 0 0 0 0 0 0 =' 0 0 0 ¢�0 3 NI Maw U §y OSECOND FLOOR-ELECTRICAL SUPPORT PLAN aD kul oviil Z f i SCALE NONE aJ r-0 NORM MI L a ka GENERAL NOTES �y 5 18 1 XFMR-2S 1&1 A SEE SUM'SE-0.1 FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS. i 0000,3 g n. S • rm.UNO 0 - 0 TYP.UNO B PRONOE GRAVITY SUISNNT MID SBs EC BRACING OF CONDLIT PER .~ I74,772S-,B•1 I I PRESCgPGBE DETAILS ON SHEET SE.1zo,Eco;,m'4- m eucA A P a'1) KEYED NOTES `N TN2M A.2N 2A, - — MOMS e,NBna:, I SUPPORT WIRE BASKET FROM EIBSTING WOOD STUD WALL WITH CABLORL MR PTIP a(S) 2M-2A-2 ■ 0 fill _.. FAS.300 WALL BRACKET AT B-0'ON CENTER PER 8ISE-3.0. qv 2N 2A-3 r 2N-1B-1 — ■1� 2 SUPPORT WIRE BASKET FROM EASTUIG CONCRETE WALL WITH CABLOFIL L -.. © •�' FASL 300 WALL BRACKET AT 4'A'DN CENTER PER BISESQ c © ik I,_ 71 3 SUPPORT WIRE BABKET WITH GWPPLEN0.3YAT MANGER AT B'-0'ON �+J XFMR-2N-1 B-1 " ' �'1 CONNECTION AROUNDEIGSTING BUILDING STRUCTURE OR STRUT / — XFMR-2S,A 1 �� III PERUSE-11 i I? Dig n /-4N-1B-1 U =- (:) ENLARGED PLAN - ROOM A215All �' ABM' �$ �J SCALE NONE "\ m \, 0w Tw a a) 2S-1A-1 FEv, PLa ciliF Will SDP-4N-28-1 I II I II II --�TT'P•� . ii / O ENLARGED PLAN-ROOM A116 - �. SCALE:NONE i r. SMN _ i• a TYPO) '�, �Y 13 p La 1 II 2N 1A-1 4E-IA 1 a Rf I■ . -XFMR-2E-1A-1 a 2N 2&1 ■ " Ill SDP 2N to 1� .a. 2E-1A-1 (n I --2N-28-2 U a 2N-28-3 ■ * 0 ® 3 Q PI j J / - N. XFMR-2N-1A-1 s`a, Cl) a I ��' _I' ■■I iI w""B - 4N-1A-1 V ce J H O ENLARGED PLAN - ROOM B120/B121 (u Lu 0 0 SCALE:NONE ) WI V V 4N-1E-1—\\ , O O ENLARGED PLAN - ROOM B212 p coZ FZ —I �I A --. Q ENLARGED PLAN - ROOM A115 UJ Tw,uR+O ■ ■I ■ '-(.)TW,lAiO _-_ SCALE NONE ■ SCALE NONE III ■ ■ J I. ■1 O. _- Q ,� El I E„ G 2 m /-2N-2D-2 0 i IUF ; C _ 6 ® ® rt1Iuih1E1. o IEMF XFMR-2N-1E-1 SDP-2N-1E-1 Z MI I I I■L KO.K ENLARGED PLAN - ROOM D209 n■■I�lligi■■)WI a B of �' SCALE'.NONE EllR r�� N �-2E,E, a CS i.. /�-Oi Tr,.uNo 2S-1 E-1 ® W S 3 i ©� XFMR-2S-1E-1 CO 0 XFMR-2E-1E-1 ATS4E-1E-1 ' 2N,E2 �ATS4S 1E 1 Z for 1.. Ili r1 NA 4 1 { 4S1E-1� a , ¢� • 4E-1E-1 Q seal LT' II 00 4 U'? MINIM ii O ENLARGED PLAN - ROOM E110/E111CID W B ENLARGED PLAN - ROOM D219 W t SCALE:NONE SCALE:NONE p Z N s 1 ali g�� NDRR CC0.k as-: 3 ITT'CONCRETE HOUSEKEFPNG B'TACK CONCRETE SUB ON 1(1'D SS DEWALT PO 2'NER.STUD+SDI WI 21 GENERAL NOTES y,YpE�,P EqT, A AD BELOW EQIJIPIENT BY OTHERS GRADEw/Tie AT IT QC, / EMBEDMENT THROUGH GENERATOR BASE,MN A REFER TO SHEET SE.O.1 FOR STRUCTURAL GENERAL wti • CENTERED IN SUB / (3)PLCS EACH SIDE LOCATE ANCHORS SO NOTES AND ABBREVATIONS. 4 xosuc[ It- THAT THERE LS(I)UNUSED HOLE NAX � .-. =" LLr BETWEEN ANCHORS OR UTILIZE ALL ANCHOR B ECIWIENT UST n oaccw�'�e mip EpAPMENT OU LINE HOLES GENERATOR 6.B90 LBS � �0 te'-113M' 45(1IA TRANSFORMER 3W lBS `44`H T 1O,,F` IN iTMLM if - _ .... ISOKVA TRANNSSFORMER 1,1921BS I AIRTIWR 9e00a07+ 00000000000000000000000000000 NDP-NtE-I 3.575 LBS(TOTAL) 0000000000000000O000000000000IM r'1 - LBS n '°LBS CDNCRETE SLAB ON GRAOF I U POND mp. • • •-I - o D 00000000000000000000000000000 I HIT ';:I {{11II1ay1'� SECTION 4 �1B 1 III GW PANELBOMD9 TRANSFORMER 0 TI 1n, (E)ASPHALT UT I�MIC I`' K FLOOR SUPPORTAVOQD BLOLNNG 4T2 LBB NM) w % 112,.1,1 VD' f 0 0 O LL FLOOR SUPPORT/CONCRETE Kl LEIS(MAX) ' • • . . f1 )1 1J ?1@qi�' O O O O I ® SOR4N2bt BBO Les z o,° uuuuuuuuuuuuuuuuuuuuuuuuuuuuu IMA I,II �,AryHI KEYED NOTES 00000000000000000000000000000 x • A A ,ig, ,i5Iti a =a GENERATOR AREACOORDINATE LOCATOR OF REINFORCEMENT IN THIS O • . 'a. :'� xc 1, pI mfn f>r ELISJl��IDIIS 1 AREA TO NOT INTERFERE PATH ELECTRICAL STUB UP. V .53 S _I ili T/ IIfIC.IIi(YJ. j-gy S WO �� .I 1 iTL tilt ItBWn • rase' �1aTAf I1Y✓ $ u " • . ♦ . ` t R II It.QII 9111 O O O O t`p 1 dll I l I m REFERENCE PROJECT DESIGN 2.. - �J fl 1'11C Tale SI 19 oIi STRUCTURAL NOTES.FROEIICH �L' f O ,It Si) f 11 ^ 1 //m .I T `YS OorwaLT POWER-STUD«SOI CONSULTING ENGINEERS "'�i r BOTTOM BARSCONTINUOU 05 • I .1�1 111�.f! '�'' o 11 " I I .. s P sy EI ITU EQD2 FOR'_OEHNAB / / e ¢ WI NM EMBE NEAT THROUGH REQUIREMENTS / GO' /UN _. _ �." •-.._ Y..- - -`' •- - - ~ _ _ T J .:. T TRANSFORMER BASE(4)FLOE. DETAIL NOTE: ' _. __. -. > 2'-218' 3 TTIe' A REFERENCE PROJECT DESIGN STRUCT CONSULTING NOTES,FROELICH CONSTING 7 w VFJIFY VEfeFY ENGINEERS SHEET S4 AND FOR CONCRETE MX AND REINFORCEMENT REQUIREMENTS �> fLBLOCKOIH CLBLOCNOUT ,s TRANSFORMER RESTRAINT PLAN SLAB DETAIL i 1 GENERATOR RESTRAINT PLAN SCALE NONE 2 SCALE NONE = SCALE NONE I U CL PANEL OURIINE ATTACH TO CONCRETE TILT WALL PER CO PANEL OUTLINE ATTACH TO WOOD MANUFACTURERS BLACKING PER MANUFACTJRERS • RECOMMENDATIONS WI MINIMUM RECOMMENDATIONS WI YMMl1M(4) (a)3R-0°EWALT SCREWdOLT° Q 3/911 x 21YY LAG SCREWS WI PLATE WI T EMBEDMENT.',WINOS. ZOO WOOD BLOCKING AND WASHER AT OVERSIZED HOES CONCRETE WALL BY n WEIGHT LES CONNECTION BY OTHERS CONNECTION - MAWOMUM WEIGHT.4221B5 OTHERS �� OF BLOCKING TO BE DESIGNED TO RESIST SEISMIC LATERAL ..LOAD OF 50 '"./ O SEISMICLBS FROM PANEL WOOD STUD WALL 0 BY OTHERS PANEL TO(£FLOOR SYwORIFD PANEL TO BE FLOOR SUPPORTED 1/2'O DEWALT SCREW-BOLT.WI2 UT 3 UT GONG HOUSEKEEPING PAD \\\ �ANp RMArr=D BY WALL OILY r " AND BRACED BY WALL ONLY ZP //-EMBEDMENT THROUGH BY OTHERS j ? / 6WITCHBQARO BASE Itfi)PLCS I 1 //\ o ` P a ° O ° ° W W Z CI J r MDP MDP MDP MDP J • J 3 2 MN ' SPLIT 1 SPLIT 2 SPLIT 3 SPLIT 4 (E)CONCRETE -n ///3 ITT'CONCRETE HOUSEKEEPING (EI CONCSIEIE n_• PAD BELOW PANEL BY OTHERS 312'CONCRETEHOIISEIEEPING ° o o ° a o ° _._ o PAp BELOW PANEL BY OTHERS • _.__.. �9 / cm 5 ix FLOOR SUPPORTED PANELBOARD PANELBOARD SDP-2N-1E-1 -1IX Q 6 /MOUNT DETAIL MOUNT DETAIL 4 MDP-4N-1E-1 RESTRAINT PLAN Q (,7 _ SCALE NONE $GALE:NONE SCALE NONE � . EQUIPMENT=SINE _ �/ f nil 7 EQUIPMENT OUIUNE $ „6 1 _- -... CEMENTITOUS l OPPING SUB o o= /O�6 FLOOR SHEATHING o o I� \_ j e o0 0=0 anna AND BOLT WI NUT • 0 0 0 0 0 0 7 AND WASHERS.TYP N)PLCS L u l 3 g $ 2x10 HOOD BLOCKING AND CONNECTION BY s c. CABLORL FASL300 WIRE BASKET SUPPORT 1 (E)WOCO 1.�ST �� o 0 0 0 0 o OTHERS.CONNECTIONTO GRFeLOLOAD TO BE� BRACKET.DCONMAXIMUMCONTENTS TOF O �JOIST. o+ DESIGNED TO RESIST GMNtt LOAD OF 121 BASKET AND CONTENTS NOT TO EXCEED Cy LBS AND SOSMC LATERAL LOAD OF 54 LOS .�. i i7 A® FROM CABLE TRAY to PLF(sEE DETAIL NOTES ■ .. ci i I hiliU n 2H0.Lilt TYP DTHERSSTUD WALL BY , " JlA`-TxMiIT.W/(BI NQB XY 2 2x18.LLH.'TYP DRYWALL SCREWS,TYP 2x6412.W/(6)NQB ICl P1626.ATTACH TO 2x10 ANDT 6 Uy �: ._ \ DRYWALL SCREWS,TYP EW/31E0 LAG A SIDE OF2,19 TYP(2) KO toDETAIL NOTES: (,_... #]- " 6Oo1 A AT WOOD STUD WALL ATTACH BRACKET TO BLOCKING W/ (2) 5/16'.0 X 2 1/2'LONG LAG tW' (E)FLOOR BEAM U SCREWS PATH 1 1/2•EMBEDMENT. l?.. ELEVATION A-A QUm B AT CONCRETE WALL. ATTACH BRACKET TO CONCRETE W/ (2) 1/4"0 DENALI SCREW-BOLT+ .ICI'',. II_ Wy W/2 1/2-EMBEDMENT, 01 WS CABLE TRAY SUPPORT DETAIL '' 1 SDP-4N-2B-1 RESTRAINT DETAIL m' o Ank1 ZNa SCALE NONE _ SCALE NONE S ti YITlp GENERAL NOTES ,.Y ; �,fq A REFER TO SHEET SEAL FOR STRUCTURAL GENERAL zyV . y NOTES AND ABSREVATONS _ B EQUIPMENT LIST (E)FLOOR ASSEMBLY PANELBOAROS `'P• B (N)2r6 LEDGER.TYP W VARIES (NI496 HEADER TYP AT WOOD STUD WALLS 1 WALLS 41 LES(MAX) �A ..e`� . .. t / RPOST3-IA.l AT RKRMM 1050 LES S(MAX) x7Rawxslal 3B3 LES �(_--.. �Bq 3 1BwRiM anP3921 (E)1 JOIST,TYR- j7 I illy'` 0.111) Li (z 8 PANEL RECOMMENDATIONS PUW.E MANUFRCTO WOOD TURERS MM R�X i RECOMMENDATIONS WN MINIMUM µ)YE-0 m I e r 2 UR•LAG SCREWS WI PLATE WASHER PANEL OULINE ATTACH TO 2r10 WOOD BLOCKING CONNECTION 1 1 AT OVERSIZED HOLES.MAXIMUM WEIGHT - -. / CONCRETE TILT WALL PER OF BLOCKING TO BE DESIGNED BY .. •198 LBS "Iam w RECO**MANUFACTURERSAT)O OTHERS TO RESIST GRAVITY LOAD OF fl z m RECOM.ENDATWN3 WO 50 LBS AND ROSML'LATERAL LOAD I _ -.._ _ NNMiRM(4)YB'O pEN'ALi OF 1<LAE FROM PANEL wN SCREW-BOLT.WIT /// EMBEDMENT.MN)xMUM WEIGHT i IE/DBL TCP PLATE •1A0 LBS 1 0 o V i i_ o$ MA °d o,K; QPp° 1/r0 A3E THREADED LaN Ag AkgM ROD WI DOUBLE NUTS WOOD STUD WALL BY SQUARE EACH END.TYP / OTHERS ° NJM�IlIOb ® • CONCRETE WALL BYJ 1 i} OTHERS P2682 WI PLOT,EA EMI .j' ® • I y) 1 1- yL SKID TOAALLL A AWA 284 LL AT EACH (FL CONCRETE-\ (E)FLOOR ri SIDE OFFMR \ -. - -� BLOCKING LOCATORS 1 A s DETAIL more P1000W/ NETOWALL • • BYIOW000 BLOCKING MOUNT BRACKET.TYP : BY OTHERS,TYP I4J A AT SIM CONDITION,PANEI,4S RECESSED RNWALL PLCS U PANELBOARD MOUNT AT PANELBOARD MOUNT AT WALL '°" • ' BRACKET,TYP O CONCRETE WALL DETAIL O WOOD STUD WALL DETAIL Ce - - �- SCALE NONE SCALE:NONE CO tI• CIB /(MAX) ELEVATION A—A J Jp 11rO DEWMTPOWERSTUD+SD1 O WT 21?EMBEDMENT THROUGH Ntf11OTIK RACK BASE(4)PLCS. O WI O -® J I I THRU WI UT AND'0 LLSHEEACH EWI NO, m� WIWI WAS BOLT. V NUT AND LUSi6 EACH EM,TYP V N WA8HER8,TYP D o o J Q J J 2S _-... (E)1 JOISTS A rA•GG LL G O2-POST NETWORK RACK RESTRAINT PLAN V F- re SCALE:NONE = J WOOD STUD WALL BY OTHERS roe Q ASSUMED WALL IS LATERALLY B - L �/ BRACED BY ROOF 1//"//��1� L FRAMNSIOIARIWJI TRANSFORMER VI im r ;:: 2K10 WOOD BLOCKING AND ``; N CONNECTION BY OTHER.S.TYP CONFECTION OF BLOCKING TO BE =B A A.DESIGNEE,TORESISTGRAVITYLOADOF \ Mm 33 LES FROM SNTRANSFOVNER C LATERAL LOAD OF , Z`KM WALL MOUNT BRACKET W 6 w 1111111110 / _ 3/883 r r LAG SCREWS T) TO BLOCKING 2- 0 I- ELEVATION B-B 1-g Tn DETAIL NOTES 0 0 DORMER TO WALL MOUNTING BRACKET PER MANUFACTURERS RECOMMEMATON 33 B ALL SAWN LUMBER SHALL BE DE NO.2 J—`E C MAKIMUM VERTICAL LOAD TO 1/r0 THREADED ROD 13 85 LBS.ASSUMPTION WAS MADE THAT OPEN WEB WOOD JOISTS Q.5 ARE CAPABLE OF SUPPORTING GRAVITY LOAD MID APPLIED SEISMC FORCES.TRUSS EOM TO VERIFY. A+2i a 0 F- C eTRANSFORMER 2S-1A-1 RESTRAINT DETAIL wo_€€ SCALE:NONE J B WI a0a GENERAL NOTES °R�`f s �" aP, 0 •A REFER 10 SHEET$E-0.R FOR STRUCTURAL GENERAL NOTES AND ABBREVkT10N5. s �� 1 C...,.,. 8 UTILITY LINES ARE SHOWN MENT HAAIE ON THIS DRAWING. COORDINATE SIZE. ORCTO0N, AND ELEVATIONS OF S TENT WITH MECHPNpAI AND ELECTRICAL DRAWINGS PRIOR TO °"E°°" F0.B(tIC0.T10N OR CONSTRUCTION. i z o' s C ONLY NEW TRAPEZES AND THEIR ATTACHMENTS TO THE EXISTING STRUCTURE HAVE BEEN *'MTTse*}` DESIGNED EXISTING STRUCTURAL SUPPORTS HAVE NOT BEEN EVALUATED FOR ADEQUATE {o CAPACITY. I EFFIReS AN.wmi1 483- D MAXIMUM LENGTH OF VERTICAL P1000T TO BE 10 FEET. L 4.+0 O E MAXIMUM TRAPEZE SPACING TO BE 10'-O O.C. KEYED NOTES wa =m I FOR CONNECTION TO SUPPORTING STRUCTURE, REFER TO TYPICAL DETAILS ON `�'q 44 TMpW MORE SHEETS SE-33 AND SE-3.4. ([ LO h 2... 2 TRANSVERSE AND LONGITUDINAL BRACING REQUIREMENTS: . O i o �-� 2.1 THIS BRACING DETAIL APPLIES ONLY FOR CONDUIT SUPPORTS WHERE MOVEMENT U 2 `� / �/ y {ac e5g OF THE UTILITY SUPPORTS DUE TO TEMPERATURE DIFFERENTIAL IS NEGLIGIBLE, o tl �:�° a. T"'^H 2.2 TRANSVERSE BRACES FOR RUT CAN BE USED AS LONGITUDINAL BRACES FOR AN °j'e o¢' 4' C"Cg ems' 2a ADJACENT RUN WHERE THE RUN OFFSET IS LESS THAN OR EQUAL TO 24 4£"¢ �` i A36 THREADED ROD A36 THREADED ROD 2.3 TRANSVERSE BRACES ROTH ONE RUN CAN BE USED AS TRANSVERSE BRACES FOR AA t`Y< <n� ? (SEE SCHED) (SEE 5CHE0) AN ADJACENT RUN WHERE THE RUN OFFSET IS LESS THAN OR EQUAL TO 24'. 2.4 VERTICAL RUNS MUST HAVE TRANSVERSE BRACING IN EACH DIRECTION AT BOTH c1T- a.AT 24 ENDS. � y Sa / d + .'I' y Y G P 8638 A/NUT, i '� 5 tip` THREADS OR LOCK N If/ I M.TYP _J `_ _�L__ -�a�_ P .i•' P1000 OR Pi001 (SEE SCHEO) II 11/2"MIN. TRAPEZE WIDTH (rep) (SEE SCHEDULE) I— TRAPEZE CONDUIT SUPPORT MAXIMUM LOADS SCHEDULE ' Ce TRAPEZE THREADED ROD MAXIMUM I— TYPE DIA. 'D"(IN) SPAN �/� P1000 3/8' 3-0" P1001 3/8" 8-0' Q LEGEND: T - TRANSVERSE BRACE DETAIL NOTES' J L - LONGITUDINAL BRACE A MAX LOAD TO TRAPEZE = 500 LBS. O O ISOMETRIC DIAGRAM OF TRANSVERSE AND LONGITUDINAL B FOR TYPICAL TRAPEZE SUPPORT HANGER SUPPORT DETAILS WITH TRANSVERSE AND/OR • LONGNUDR4AL BRACED SUPPORTS. SEE DETAILS 3/-, 4/-AND 5/-. CONDUIT UTILITY BRACING REQUIREMENTS O TYPICAL TRAPEZE CONDUIT SUPPORT J = I SCALE: NONE SCALE: NONE �1� 'A V� VJ • W W o spa 0 0 Q o Q I iX 2 = A36 THREADED ROD WITH PTOOOT CHANNEL STIFFENER 8"SHORTER THAN THREADED ROD , g 45. 1/4"6 Vv19 AIRCRAFT ,a^ CABLE EACH SIDE. V \ INSTALL TAUT MINIMUM (3)CROSBY COCLIPS OR EOJAL CO r A36 THREADED R00 WITH PROOOT CHANNEL P1000 LONGITUDINAL BRACE. I� p UNISTRUT SPf 200 BRACE TRANSVERSE STIFFENER THR 8'SHORTER TRANSVERSE „© ONE MINCE CONNECTION OR BRACE.LENGTH- THAN THREADED ROD FEET CABLE BRACE LENGTH-E29 COOPER B-LINE 990 . BRACE LENGTH 9 FEU CABLE CLAMP TIT. A36 THREADED ROD WITH FEET EACH SIDE 8 P1000T CHANNEL • MIX,`TACT)T&B AND f1'O.C. T M IHPNSTIFFCNER 8'THREADED ROGER • ' ' 'z� P2486 AT Tk8 AND 11'O.C. / W ua MAX. (TYP) / CONDUIT (REF) / 15 ['�w)am i , _ , )i f) _ 1/4"0 7.19 AIRCRAFT ? ♦♦ P1000 OR F1001 WITH -� CABLE EACH SIDE, 0 II P1354A ADJUSTABLE P13540.ADJUSTABLE HINGE INSTAL.TAUT _ - - - - - _ - - HINGE. (TYP) T2863 FITTING AND NUT P236 TAB, BURR THREADS OR EACH SIDE OF TRAPEZE I- 0 BURR NUT TAB. - BURR WITHTHREADS OR LOCK LOCK NUT. OrP) kCratR(EOU)) ALSBYCC NUT, ( ) 1 1/2"ANN. TRAPEZE WIDTH UNISTRUT 5PF 200 N (TYP) (SEE DETAIL NOTE A) HINGE CONNECTION OR Z K COOPER B-LINE 990 0 DFTML NOTES; OFTAII NOTES; CABLE CLAMP TYP. U E A FOR TYPICAL TRAPEZE CONDUIT HANGER SUPPORT DETAIL AT LOCATIONS BETWEEN A FOR TYPICAL TRAPEZE CONDUIT HANGER SUPPORT DETAIL AT LOCATIONS BETWEEN LONGITUDINAL EACH SIDEa chi@ TRANSVERSE AND/OR LONGITUDINAL BRACED SUPPORTS. SEE DETAIL 2/-. TRANSVERSE AND/OR LONGITUDINAL BRACED SUPPORTS. SEE DETAIL 2/-. 1111111114 DETAIL U O4 E � 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 NOTES' STRAIGHT RUN AND AT EVERY OTHER TRAPEZE. PAIR OF LONGITUDINAL BRACES ON EACH STRAIGHT RUN. W 0 p A FOR REQUIRED BRACE SPACING SEE DETAILS 3/- AND 4/-. ,3' TYPICAL TRAPEZE CONDUIT TYPICAL TRAPEZE CONDUIT B FOR STIFFENED ROD INFORMATION SEE DETAIL 3/-. 11111 i 8! 2 3 SUPPORT WI TRANSVERSE BRACE 4 . SUPPORT w/LONGITUDINAL BRACES O TYPICAL CABLE BRACING 5 5g SCALE: NONE SCALE: NONE SCALE: NONE lam2 K c)3 8 d o! GENERAL NOTES A REFER TO SHEET SE-0.1 FOR STRUCTURAL GENERAL NOTES AND• mess ' (E) OPEN WEB TRUSS. ABBREVIATIONS. _.._.. _�. TYP B ONLY NEW TRAPEZES AND THEIR ATTACHMENTS TO THE EXISTING m STRUCTURE HAVE BEEN DESIGNED. EXISTING STRUCTURAL SUPPORTS ." (E) OPEN WEB TRUSS, HAVE NOT BEEN EVALUATED FOR ADEQUATE CAPACITY, FOR TO VERIFY. r'i� X II 1 TYP 104 rT8E8 C MAXIMUM LENGTH OF VERTICAL PTOOOT TO BE 10 FEET COMM 0112•0r2052T Wn D • O o i lib v � 1111 *fr ////J i!I14‘ SEE / , / � SCHEDULE � 0 y SEE SCHEDULE 0 If 11/ \ IsIT4( I Alp y� 4111 I/a-0 LAG SCREW INTO I/8"0 1A 0 A36 THREADED ROD. OR P1843 / PREDRILLED PILOT HOLE ADJUSTABLE HINGE W/STRUT OR CABLE BRACE I! I DOUBLE 2144 BOTTOM Ill 1/4.0 LAG SCREW INTO 1{8"0 CHORD SLEEPER A36 THREADED ROD. OR P1843 II PREDRILLED PILOT HOLE,TYP ADJUSTABLE HINGE W/ STRUT OR III 1111 3/WASHERS THRU 2x4 8.0 THRU BOLT W/SLEEPERS. CINCH CABLE BRACE NUT ANDMPS CONCENTRATED LOAD L___ I TIGHT, DO NOT CRUSH STEEL WEBS r/ HANGER/BRACE CONNECTION SUPPORT SCHEDULE HANGER/BRACE CONNECTION SUPPORT SCHEDULE re TRAPEZE THREADED ROO MAXANJM TYPE 01A. 'D"(IN) SPAN TRAPEZE THREADED ROD MAXIMUM TYPE DIA. •D"(IN) SPAN �/� PIOOD 3/8' 2'-0• P1000 3/8• v/ P1001 3/8" P1001 3/8" 4'40' CIi P5501 3/8" 8'-0' P5501 3/8' DETAIL NOTES- J A FOR FOR WOOD I-JOISTS ANC WOOD OPEN WEB TRUSSES TO VERIFY THAT MEMBERS ARE NFTAll NOTES CAPABLE OF SUPPORTING GRAVITY AND APPLIED SEISMIC FORCES AS A RESULT OF A EOR FOR WOOD I-JOISTS MD WOOD OPEN WEB TRUSSES TO VERIFY THAT MEMBERS ARE CAPABLE OF O • TRAPEZE MOUNTING. SUPPORTING GRAVITY AND APPLIED SEISMIC FORCES AS A RES,IIT or TRAPEZE MOUNTING. B REFER TO DETAIL 2/SE-3.4 FOR JOIST BRACING DETAIL. B REFER TO DETAIL 1/SE-3.4 FOR JOIST BRACING DETAIL O O TYPICAL HANGER!BRACE TYPICAL HANGER!BRACE 0 = CONNECTION @ WOOD OPEN WEB TRUSS CONNECTION @ WOOD OPEN WEB TRUSS Q U U) SCALE: NONE SCALE: NONE //�/� V) WCI J ~—„ (E) MICROLLAM OIL.PARALLAM ❑ Q PSL OR 2x10 BEAM MAXPAN (E)WOOD I-JOIST,TYP I/2'0 THRU BOLT W/NUT g 2 ❑ P1026 W/ 1/2'0 THRU L 'I SEE SCHEDULE MET SPAN AND WASHERS,TYP ❑ I— /�BO_T W/ NUT AND 1 1/2"0 THRU BOLT W/ NUT PER SCHEDULE I— tLL�_ , WASHERS. TYP AND WASHERS TYP PER SCHEDULE r ❑ ` i/2'm THRU DOLT W/ _ T t__. / NUT AND WASHERS, P1026 W/ 1/2'0 THRU 1 SEE SCHEDULE IYP BOLT W/ NUT AND ;m 54! A WASHERS,TIP 1 1 2m6412.W/ (6) NO.6 I V /�/ X2'DRYWALL SCREWS T 4�6 �/� ( Tn L. EA SIDE.ttP P1 43W �/ P1843 P1000 BRACE W/ ADJUSTABLE L L ADJUSTABLE BOLT , W/ (2) 3/8"m THRU HINGE CO I—HINGE BOLT W/ NUT AND P1843 EACH END, WASHERS RESTING ON REOD AT STRUT OR STRUT OR @ STRUT OR BOTTOM FLANGE, TYP PEKE BRACE THAT IS CABLE A36 THREADED ROD WITH I89 CABLE PERPENDICULAR TO(E) P1964 FITTING AND NUT, PIDOOT CHPNNE A36 THREADED ROD WITH BRACE •S EAD BRACE it P+964 FITTING AND NUT. WOOD 1-JOISTS P1000T CHANNE GRIPPBE RN0.3 R TH ROOPS OR STIFFENER. WHERE APPLICABLE TtB, BURR THREADS OR CRIPPLE N0�3 LOOP STIFFENER, WHERE HANGER. MAXIMUM ONE M HANGER. MAXIMUM ONE APPLICABLE HANGER PER SUPPORT STRUT BEAM. _ I `ANGER PER SUPPORT w STRUT BEAM. ew HANGER/BRACE CONNECTION SUPPORT SCHEDULE HANGER/BRACE CONNECTION SUPPORT SCHEDULE LLI w P TRAPEZE THREADED ROD MAXIMUM TRAPEZE THREADED POD MAXIMUM gN TYPE DN. "0` (IN) SPAN TYPE DN. 'D'(IN) SPAN P 1000 3/8" 2'-D' PI000 IJ2' P1001 3/8" a'-0" P1001 1/2" 8'-0" Lj Z P5501 3/8" DETAIL NOTES: DETAIL NOTES: O A PROVIDE CABLE BRACING IF USED, REPLACE UNISTRUT ADJUSTABLE HINGE WITH COOPER B-LINE 990 CABLE CLAMP OR GRIPPLE A PROVIDE CABLE BRACING IF USED. REPLACE UNISTRUT ADJUSTABLE HINGE WITH COOPER B-LINE 990 CABLE CLAMP OR CRIPPLE FITTING AT GS12 CABLE BRACE. FITTING AT GS12 CABLE BRACE, UN B EOR FOR WOOD 1-JOISTS AND WOOD OPEN WEB TRUSSES TO VERIFY THAT MEMBERS ARE CAPABLE OF SUPPORTING GRAVITY PAID B FOR FOR WOOD 1-JOISTS AND WOOD OPEN WEB TRUSSES TO VERIFY THAT MEMBERS ARE CAPABLE OF SUPPORTING GRAVITY AND APPLIED SEISMIC FORCES AS A RESULT OF TRAPEZE MOUNTING. APPLIED SEISMIC FORCES AS A RESULT OF TRAPEZE MOUNTING. ED C SEE DETAIL 3,/SE-3.4 FUR BRACING FARALLEL TO JOIST/TRUSS CONNECTION DETAIL. C SEE DETAIL 3/SE-3,4 FOR BRACING PARALLEL TO JOIST/TRUSS CONNECTION DETAIL. 0' TYPICAL HANGER! BRACE CONNECTION @ WOOD I-JOIST TYPICAL HANGER!BRACE CONNECTION @ WOOD BEAM CO 0o TIC 0 IED SCALE: NONE SCALE: NONE v ,,,0 CI i Iillilli li �c 0 E � Rai GENERAL NOTES „ A REFER TO SHEET SE-O.I FOR STRUCTURAL GENERAL NOTES AND GM4NY ABBREVIATIONS4 1 (E)OPEN WEB TRUSS. TYP 0,00 (3) 3/8'o LAG SCREW INTO B ONLY NEVI TRAPEZES AND THEIR ATTACHMENTS TO THE EXISTING p6GR„ STRUCTURE HAVE BEEN DESIGNED EXISTING STRUCTURAL SUPPORTS zW qO� 3/16'0 PREDRILLED PILOT 3 1/2" 3 I/2• (E) OPEN WEB TRUSS, 6• HAVE NOT BEEN EVALUATED FOR ADEQUATE CAPACITY, FOR TO VERIFY. HOLE INTO TOP CHORD jI I/ jr TMP C MAXIMUM LENGTH OF VERTICAL P1000T TO BE 10 FEET, A 111 7A KEYED NOTES Lam' 1 I- P1000 5 f - 1 FOR CONNECTION TO SUPPORTING STRUCTURE REFER TO TYPICAL DUNES ON 11 9' "1 JrI Jr1000 SWEETS SE-].}AND THIS SHEET. (2) 3./8'0 TARE BOLT -IX _IX p o W/NUT AND 'z 3 ro WASHERS, TYP i STRUT AND al W. ATTACHMENT PER • C4 r✓ 1/SE-3.3 STRUT AND O €o ATTA HMENT PER U z yo • A� P1000 W/ A.-- DETAIL NOTE: P1843 EACH A BRACE NOT SHOWN FOR ELM:,. STRUT OR CABLE BRACE ENO P1000 W/ PERPENDICULAR TO (E) P1643 EACH DETAIL NOTE TRUSS ELEVATION A—A STRUTEND A BRACE NOT SHOWN FOR CLARITY PERPENDDICULARRTO ((E)CABLEE) TRUSS ELEVATION A—A SINGLE TOP AND BOTTOM CHORD OPEN-WEB WOOD TRUSS BRACING DETAIL DOUBLE TOP AND BOTTOM CHORD OPEN-WEB WOOD TRUSS BRACING DETAIL SCALE: NONE SCALE: NONE (E)WOOD 1-JOIST (E)W000 BEAM. (E)SINGLE TOP/BOTTOM (E) DOUBLE TOP/BOTTOM I . JOIST,TYP TYP CHORD OPEN WEB TRUSS. CHORD OPEN WEB TRUSS. / A TYP 7TrP V A ► -y -0.I I 1 : _ -.• - 4-0 Q-ri 2A6014 W/ (6) t N0.5 X2" DRYWALL ' Q SCREWS.TYP S �1 �' _ DOUBLE 2x4 BOTTOM J L-11 4' CHORD SLEEPER J O A O Co A A► A► P 1026 W/ 3/8"0 P1026 W/ 3/B. TO THRU BOLT W/ NUT THRU BOLT W/ NUT • AND WASHERS.TYP -__.. _AND WASHERS, TYP - (2) PIES (2) PLCS --. ___ _ —_ J U V) O P O Z 2x6012. W/ (6) NO.6 --- I LU W X2'DRYWALL J SCREWS,TYP _ _- Q 6 J J STRUT OR CABLE STRUT OR CABLE N BRACE PARALLEL TO BRACE PARALLEL TO (E) JOIST 11.111 /N�/ -�j (E) JOIST W G ELEVATION A—A ELEVATION A—A R F Q P1026 W/ 3/8'0 DOUBLE 2x4 BOTTOM THRU BOLT W/ NUT CHORD SLEEPER AND WASHERS,TYP STRUT OR CABLE P1026 W/ 3/8'0 U 1000 /�/ (2) PECS BRACE PARALLEL TO THRU BOLT W/NUT C4 AND WASHERS,TYP STRUT OR CABLE p (E) TRUSS Q ELEVATION A—A (2)xcs BRACE EL TO Ce Q (E) TRUSS ,^ 3 BRACE PARALLEL TO JOIST/TRUSS CONNECTION DETAIL ELEVATION A—A N ��/ SCALE: NONE WIRE BASKET PER PLAN gilt 1 II 8 6 P1000 FOR SUPPORT OF WIRE BASKET. MAX SPAN - 2'-0" ' W z>" ‘.--''''\> r ..._.e.I U Z Z C O CRIPPLE G512 CABLE I`- BRACING, SPLAY IN (0 CO OPPOSING DIRECTIONSCC i $o Siu U 1 i`iEmio O WIRE BASKET CABLE BRACING PLAN W I. SCALE: NONE Q F III ZNi ' 5-a ~I.e € aroa (E) FLOOR (N) 2x6 LEDGER. TIP, (N) 4x6 HEADER.TYP, ASSEMBLY SEE DETAIL 2/- /VARIES, SEE DETAIL 2/ GENERAL NOTES ::0; E,�,q8 1 _.._ A REFER TO SHEET 5E-0.1 FOR STRUCTURAL q• • r 1 - GENERAL NOTES AND ABBREVATIONS. A084,6es i(E) OPEN WEB JOIST. TTP�� 1-�� 1 ! A/� T - B %fMRM2E161168 LBSf6°O'"M`¢ LJ LI LJ IF'�1 lilaLl r A34 FRAMING ANGLE i (N)2x LOAD TRANSFER tir +41rTIICK. LOAD BLOCK, SEE DETAIL " 2,46 LEDGER W/(3) NO. 16 EACH 2/- END, FIELD DRILL LEDGER AT ExwRea avm�z' I LOCATIONS OF TRUSS PIN INTERFERENCE TO ALLOW FOR FLUSH FIT 2xTRU55 CHORD WIDTH LOAD TRANSFER BLOCK W/ 1 1/2"x3" w - - NOTCH. INSTALL DIRECTLY OVER - -�- -�- �- 1 1/2'x3"NOTCH TRUSS BOTTOM CHORD PIN pO 110w,n illz a (E) DBE TOP PLATE �. z (1) 864 1/2- NAIL, TOE NAILED Lig'7% F6EACH 510E OF ',FUSS e unifil , ELEVATION A-A o=e o,o. t/2•m A36 THREADED 4x6 HEADER W/ Um • • 1 ROD W/ DO E LUS46 IMAGER EACH 1�$� O^ NUTS EACH END.TYP BLE END,TYP $$� P2662 W/ P267/ EA. •SQUARE S• END 2x LOAD TRANSFER BLOCK, �PFJF�E� TYP. SEE ELEVATION A-A ___ ��.. ADD ADDITIONAL 2x6 (E)OPEN WEB JOIST STUD TO WALL AT EACH SIDE OF T EF)1 BLOCKING LOCATIONS P1000 W/ (I) 1/2' 2,00 WOOD BLOCKING �2 TRANSFORMER SUPPORT DETAIL MR CO WAD_TIP { PECS - SCALE: NONE WALL MOUNT BRACKET. TYP _. Ce Ly 7 (MAX) CO Cmi ELEVATION A-A J J Q 2x6 LEDGER WI(3) NO. 4x6 HEADER W/ N 0 T 16 TOCK LOAD TRANSFER ENO. LUS46 EACH I i� 2x LOAD TRANSFER BLOCK. BLOCK, TYP �END, TYP a � v ....I 0 J CI _- _ 17 tl O r (E) OPEN WEB JOISTS -4'D.C. U a WOOD STUD WALL BY OTHERS 6 BRACED ASSUMED B WALL ROOF LATERALLY FRAMING/DIAPHRAM to I Lv+^r I— TRANSFORMER + i ■g 1 a • 2%10 WOOD BLOCKING AND `� R CONNECTION BY OTHERS,TIP, ��y CO!I CONNECTION OF BLOCKING TO BE . t_S DESIGNED TO RESIST GRAVITY LOAD P1000 STRUT,TYP , .th OF 2R LBS AND SEISMIC LATERAL - a 6^Imo. I- LOAD OF 20 LBS FROM TRANSFORMER " v W u g co WALL MOUNT BRACKET ci 1/2'm x 2 1/2"LAG z - SCREWS TO BLOCKING 2 O F Fa ELEVATION B-B N o oo U eM jIETA�E rypTES < A A1TA AI4SFORMER TO WALL MOUNTING BRACKET PER MANUFACTURER'S RECOMMENDATION. Q V4 B ALL SAWN LUMBER SHALL BE DF NO 2 _U c# C MAXIMUM VERTICAL LOAD TO I/2-0 THREADED ROD IS II?LBS.ASSUMPTION WAS MADE THAT OPEN WEB •_� 0 WOODY JOISTS ARE CAPABLE OF SUPPORTING GRAVITY LOAD AND APPUED SEISMIC FORCES. TRUSS FOR TO 01 U J O RER cTRANSFORMER 2E-1A-1 RESTRAINT DETAIL 11411 Z N SCALE NONE g$4 MI �a1s a a.-o