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• <br /> POST TENSION CABLE T B El 1 _ tiled) <br /> LOCATION (TYP) \ <br /> 2-1/2"1-1/2'El W6X15 BEAM PER <br /> \ PLAN, COPE FLANGE <br /> AS REQUIRED <br /> 1/2 0 KINK BOLT ANCHOR AT <br /> wvrrrvia� imiBRza. — <br /> 12'O.C.,COUNTERSUNK.MIN. <br /> 3' 5"q 4'EMBED INTO CONCRETE q 5" 3" `° N <br />--_ / f / (SEE NOTE 1 ON 1 AY 2/S-4) \/ / <br /> I <br /> / \ <br /> / 1 Glotel. <br /> 6X SLEEPER (TYP) 1/2'.X 5'GALV.LAD IO g iL >Integrity DeliveredTM <br /> BOLT <br /> O.C.C.MAXPER AT ..—.�a.�I; �� N <br /> 38' GUSSET PLATEL EPTH <br /> / (2) <br /> 1 1/16"0 HOLES FOR <br /> OF 5/8"0 BOLTS <br /> W8 <br /> w BEAM 3/16\ 3-SIDE <br /> m_ <br /> 3/16 I RIBS VERSION 7 <br /> x <br /> 0 <br /> cr <br /> a <br /> L5 CONNECTION LAYOUT(SLEEPER) , TYPICAL EXISTING WF FRAMING CONNECTION(REFERENCE 3 <br /> E 24"X36:SCALE: N.T.S. 24"X36"SCALE: 3" = 1:_0 R EH+ <br /> o „"X17"SCAIF. 1-1/7" = EVERETT <br /> N pr <br /> MALL PARK <br /> w <br /> 1^ NOTES: <br /> to 1. PRIOR TO ANY PENETRATION OF THE EXISTING SE01 88A <br /> E POST-TENSIONED CONCRETE ROOF SLAB,CONTRACTOR <br /> NOTES: IS TO X-RAY AND LOCATE ALL TENDONS TO ENSURE <br /> 0 THAT NO TENDONS WILL BE DISTURBED BY ANY OF <br /> 12 1. PRIOR TO ANY PENETRATION OF THE EXISTING THE PROPOSED ANCHOR PENETRATIONS. <br /> w POST-TENSIONED CONCRETE ROOF SLAB, CONTRACTOR <br /> IS TO X-RAY AND LOCATE ALL TENDONS TO ENSURE 2. GC SHALL ENGAGE ROOFER OF RECORD TO ENSURE <br /> w THAT NO TENDONS WILL BE DISTURBED BY ANY OF ALL EXISTING IN CON ECTONOWTH WEWARRAPROOFINGES M EFFORTS.IN IN CT <br /> rc THE PROPOSED ANCHOR PENETRATIONS. 906 EVEREWASE EVERETT A982L08 AY <br /> = 3. SPECIAL INSPECTION REQUIRED SEE NOTES ON SHEET <br /> o 2. GC SHALL ENGAGE ROOFER OF RECORD TO ENSURE SNOHOMISH COUNTY <br /> ALL EXISTING ROOFING WARRANTEES REMAIN IN EFFECT S-1 AND ESR 1917 PER MANUFACTURES INSTALLATION <br /> 3 REQUIREMENTS. <br /> IN CONNECTION WITH WEATHERPROOFING EFFORTS. <br /> i 3. SPECIAL INSPECTION REQUIRED SEE NOTES ON SHEET 4. BOLTS AND LAG SCREWS SHALL BE INSTALLED 3" FROM C 03-01-2021 <br /> S-1 AND ESR 1917 PER MANUFACTURES INSTALLATION <br /> REQUIREMENTS. END OF SLEEPER, MIN. <br /> x <br /> w 4. BOLTS AND LAG SCREWS SHALL BE INSTALLED 3" FROM \ 1V1 C D q /1 i/ <br /> x END OF SLEEPER, MIN. \v •v at <br /> 0 t <br /> EXISTING W8X31 BEAM SET BEARING SURFACE CONTINUOUS -UOUS _k pF WAs �jic�y/ <br /> 4+ 1/2'0 X 5'GALV. LAG BOLT INTO MASTIC BED ON TOP OF METAL COPING <br /> SLEEPER AT 38'O.C.MAX.OFFSET PRIOR TO BOLTING DOWN.CONTRACTOR <br /> 0 5"FROM IONICIONICBOLT 7Z N <br /> TO B/CIffILL ALL miaow/ hP l O <br /> EXISTING MOUNTING FRAME INSTALLATION(SEE DETAIL 4/S-4) WEATHERPROOFING PEV (�, -TIONS WITH , 1n 1' .y"'. Z <br /> o BASE ANGLE SET BEMttlNG SURFACE IN COMINUOUS EPDXY TO ENSURE WATER-TX;HT / <br /> COtNECIpN(SEE NOTE 2) t <br /> o MASTIC BED ON TOP OF METAL COPING <br /> PRIOR TO BOLTNG DOWN CONTRACTOR 'I111t" <br /> y NEW EPDM MEMBRANE OVER TO BACKFILL ALL FLASHING/ NEW EPDM MEMBRANE OVER 1/2'�X 3'GALV. LAG BOLT Nf0 i , ... it-1, <br /> - <br /> x Sly(SEENOTE 2) WEATHERPROOFING PENETRATIONS WITH SLEEPER(SEE NOTE 2) SLEEPER AT 36'O.C.MAX.OFFSET , , 3, <br /> z EPDM BONDING ADHESIVE EPDXY TO ENSURE WATER-TIGHT EDDY BONDING ADHESIVE 5'FROM KWIK BOLT TZ �� +•�. O <br /> a (SEE NOTE 2) CONECRON(BETE NOTE 2) (SEE NOTE 2) mrALLATKIN(SEE DETAL 4/8-4) '���. G STE" <br /> w 22 GA.GALVANIZED STEE_ 22 to GAWMI®STEEL <br /> G <br /> ¢ EXISTING MEMBRANEO SLEE OVER S�ONAL E <br /> EXISTING EPDM COI1N1ErFlA9BNG OVE7t <br /> aROOFING MEMBRANE ROOFED-N 9.EEPER <br /> z ROOFING ROOFED-IN SLEEPER <br /> EXISTING GRAVEL FIASING FASTENERS AT 8'O.C. �= FLASHING FASTENERS AT 8'O.C.EXISTING GRAVEL EXPIRES 01-09-2022 <br /> liJfB Pr WOOD SLE73'ER BALLAST (TYP) '� ml 1---.1-Er,, 1 8X70 Pr WOOD SLEEPER <br /> BALLAST(TYP) <br /> */ <br /> •�i •�• • ,� • }�• ��• •� REVISIONS <br /> ET \\ �.j♦ e, -� REV. DATE DESCRIPTION BY <br /> a ,r r ����• s���� '1, t1, <br /> a .�_�Y�L_40T�Lf t_i____ ,_ -- A 02/09/11 ISSUED FOR sox co REVIEW 'r <br /> to ,, . 111,„‘"Ir 71.?1,1"11151h. / 0 03 01 1 ISSUED FOR 100%CONSTRUCTION K <br /> '' / '>,,,,, ',, 'AV+. NIP,A, -v. <br /> ., .4194. ' Olk,# 404 <br /> • <br /> . �. I T' 4 . G d d <br /> !EXISTING5 .THKRIa `PROVIDE CONTINUOUS SOLD FT 4 Ti �GID _a WOOD BLOCKING N®�10 EXISTING 5"THK RIGID 3 '4 I a ,, B NU ED TO <br /> z INSULATION (FIELD VERIFY) "� d PROVIDE 2" SEPARATION INSULATION (FIELD VERIFY) ../ PROVIDE 2•VERRCAI• SEPARATION <br /> 00 4. d BETWEEN METAL COPING AND 4' - rr - BETWEEN METAL COPING AND ` J <br /> LL a.. 4- • <br /> ROOFING SURFACE, RIPPED AS a 4 a. a I - REQUIRED TO�LA�VEL R7OP OFOF SLEEPET � <br /> O a REQUIRED TO LEVEL TOP OF SLEEPER <br /> d 4 a T • e TITLE 1 <br /> m d a 4 . ' 6" STRUCTURAL DETAILS J <br /> rn a d d 4 l I ,A ,�'d K" 4 4 4 <br /> (m . a e • 4 a a ° a <br /> i I <br /> z 1 2Y KWK BOLT ANCHOR AT 32" I/2 o KWIK BOLT ANCHOR AT 32' SHED <br /> EXISTING 8-1/2"THK / EXISTING 8-1/2"THK <br /> if POST-TENSIONED CONCRETE MAX D'C'('1BOLTS PER ) MAX O.C. (4 BOLTS PER SLEEPER).POST-TENSIONED CONCRETE z <br /> O SLAB ROOF DECK COUNTERSUNK, MIN.2-12 EMBEDERSUNK,MIN.2-1/2"EMBED SLAB ROOF DECK / <br /> (SEE NOTE 1) INTO CONCRETE(SEE NOTE 1) (SEE NOTE 1) INTO CONCRETE(SEE NOTE 1) <br /> z <br /> 0 <br /> 1. <br /> [0 J 0 <br /> z <br /> € TYPICAL SLEEPER CONNECTION AT ANTENNA FRA TYPICAL SLEEPER CONNECTION AT W8 BEAM <br /> 24"X36" SCALE: 3"= 1'-0" Z 24"X36"SCALE: 3"= 1'-0" J OLOTELPROJECT#: J6561 <br /> ,1"X17"SCAIF 1-l/7" = 1'-O" 11"%17"SCAIF• ,-1/7" = 1'-O" <br />