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<br /> 1. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH A.C.I. 301, A.C.I. 318 AND THE \ ANCHOR AT CONC. �
<br /> STIPULATED IN THE SPECIFICATION PROJECT SUMMARY. SPECIFICATION CAST-IN-PLACE CONCRETE. TO BE (4)%"6 HILTI KWIK BOLT-TZ SS304
<br /> MIN. 304" EMBEDMENT, 3" MIN. END DISTANCE / i % ::
<br /> 2. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL 2. UNLESS NOTED OTHERWISE, ALL CAST-IN-PLACE CONCRETE SHALL BE NORMAL WEIGHT, S AT EACH CORNER OF CABINET. L-- \
<br /> BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. AIR-ENTRAINED CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 2500 POUNDS PER d NOTE: rii.0,riai� UM
<br /> SQUARE INCH AT 28 DAYS.TYPE I-II PORTLAND CEMENT WILL BE USED WITH A MAXIMUM INSTALLATION OF BOLTS REQUIRES SPECIAL / 4, i °.
<br /> 3. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY AGGREGATE SIZE OF 3/4"AND 6% ±1% AIR ENTRAINMENT. ALL CONCRETE WILL HAVE A MAXIMUM o_ INSPECTION i 011.11
<br /> I:>o I
<br /> FROM THE PCS EQUIPMENT, TOWER AREAS, AND ADJACENT BUILDINGS. WATER/CEMENT (W/C) RATIO OF 0.48. I .1I
<br /> 4. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN PLAN \ I .°9 ", o° /
<br /> GROUND. FROZEN MATERIALS. SNOW OR ICE SHALL NOT BE PLACED IN 3. ALL CONCRETE FLATWORK SHALL HAVE A STIFF BROOM FINISH AND HAVE A SLOPE OF 1/8" PER A' PER PLAN . 1 _ .
<br /> ANY FILL OR EMBANKMENT. FOOT UNLESS NOTED OTHERWISE. A_� °o
<br /> \ Mi
<br /> 5. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH 4. REINFORCING BARS SHALL BE (P) BILLET STEEL CONFORMING TO A.S.T.M. A615, Y"m HARDWARE
<br /> UNIFORM GRADE PRIOR TO THE CRUSHED STONE APPLICATION. GRADE 60, DEFORMED. 1/2" R TYP. #5 KEBABS ® 12" O.C. CABINET 30111
<br /> 5. DETAIL, FABRICATE AND ERECT REINFORCEMENT BARS, INCLUDING BAR SUPPORTS, SPACERS, ETC. 4" GRAVEL EACH WAY® MID DEPTH CONNECTION TO ' /
<br /> USUBGRADE AND BASE PREPARATION: SKID PER MFR.
<br /> 1. FOR SLAB-ON-GRADE CONSTRUCTION IT WILL BE NECESSARY TO IN ACCORDANCE WITH "DETAILING OF CONC. REINFORCEMENT" (A.C.I. 315-80, REV. 1986. (WHERE SHOWNPlam.
<br /> ON PLANS) 3' TO MATCH EXIST SPECIFICATIONS /;
<br /> OVEREXCAVATE THE SITE BY 2'-0"AND IMPORT AN APPROVED GRANULAR PAVEMENT OR (TYP) i
<br /> FILL. THE FILL SHALL BE COMPACTED TO AT LEAST 95% OF THE 6. UNLESS OTHERWISE NOTED, ALL LAP SPLICES SHALL BE CLASS B CONFORMING TO ACI 318-95. \ GRADE - %I
<br /> MAXIMUM DRY UNIT WEIGHT WITH A MOISTURE CONTENT WITHIN 2% OF 8" Y% EQUIPMENT
<br /> THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY THE MODIFIED 7. A CHAMFER OF 1" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE IN ACCORDANCE / �: CABINET
<br /> PROCTOR TEST(ASTM D-1557).
<br /> WITH A.C.I. 301 SECTION 4.2.4 UNLESS OTHERWISE NOTED. "� v�' ° / =1'-6'
<br /> 8. CONCRETE WORK SHALL BE COORDINATED WITH THE MECHANICAL, EQUIPMENT, AND ELECTRICAL 11'-6"TYP.
<br /> 2. COMPACTION REQUIREMENTS APPLY TO BACKFILL FOR UTILITY TRENCHES W-SECTION STL. �z / i �i o0Z:.'e, PACIFIC COFPONATOF
<br /> AND FOUNDATION EXCAVATIONS WITHIN STRUCTURES, DRIVEWAYS, OR WORK TO ASSURE THAT ALL AFFECTED PIPES, CONDUITS INSERTS, ETC. ARE IN PLACE AND SLEEPER (TYP) r/
<br /> PARKING LOT AREAS.COMPACTION SHALL BE ACCOMPLISHED BY PLACING VERIFIED BEFORE PLACING CONCRETE. SECTION A-A'
<br /> THE FILL IN SUCCESSIVE, HORIZONTAL, APPROXIMATELY SIX- TO -COMPACTED SOIL TO MIN 95% MODIFIED \
<br /> EIGHT-INCH LOOSE LIFTS AND MECHANICALLY COMPACTING EACH LIFT TO 9. CONCRETE COVER FOR REINFORCING BARS SHALL CONFORM TO THE FOLLOWING UNLESS MAX DENSITY PER ASTM D1557 METHOD D II r _ II
<br /> AT LEAST THE SPECIFIED MINIMUM DRY DENSITY. INDICATED OTHERWISE ON THE DRAWINGS: � '.
<br /> • CONCRETE EXPOSED TO WEATHER OR IN CONTACT WITH GROUND = 2 INCHES --�
<br /> 3. ANY ORGANIC MATERIAL, DELETERIOUS MATERIAL, OR DISTURBED SOIL • CONCRETE CAST AGAINST EARTH = 3 INCHES _ _ SEA FLEMING
<br /> SHALL BE REMOVED FROM FLATWORK AREAS. 10.COORDINATE LOCATION OF STEEL ANCHOR BOLTS WITH STEEL FABRICATOR PRIOR TO INSTALLATION
<br /> NOTES: REINFORCED
<br /> 4. THE GROUND SURFACE SURROUNDING EXTERIOR STRUCTURES SHALL BE IN FIELD. 1. FOR CONCRETE NOTES SEE DETAIL#7 CONCRETE PAD
<br /> / (NEW BUILD )
<br /> SLOPED TO DRAIN AWAY IN ALL DIRECTIONS. 11.CONTRACTOR SHALL PROVIDE SLEEVES FOR ALL WALL SLAB PENETRATIONS (PIPING, CONDUIT,ETC.) 2. WITHGRA100 SHALLR ENBE NATURAL OR CRUSHEDHIGRAVEL
<br /> POWER,TELCO AND COAX TO ENTER SITE UNDER EQUIPMENT SLAB. WITH PERCENT PASSING 1 INCH SIEVE. 6320 EVERGREEN WAY
<br /> 1 CONCRETE SLAB AND NOTES 2 CABINET ANCHOR DETAIL EVERETT,WA 98203
<br /> SNOHOMISH COUNTY
<br /> NOT TO SCALE
<br /> 90' OUTSIDE VERTICAL / �
<br /> .4',
<br /> P1000 UNISTRUT, 18" LONG W/ 3/8" X 0
<br /> L Zo 45' OUTSIDE VERTICAL 7/6" HILTI EXPANSION BOLTS ANCHORED //(P)
<br /> INTO CONCRETE PARAPET OR 1/2" LAG 3/8 y1_ PACE
<br /> 12"GALVANIZED LADDER TYPE TRAY BOLTS INSTALLED INTO WOOD FRAMED KOR FIASFMi(S NAIEIiUL
<br /> 3/8" PARAPET OR WALLI
<br /> LDAGRANE
<br /> PRONDE MGH
<br /> _ RusERTYP ' TEMPERATURE BUTYL CAMP+
<br /> ALUMINUM SHROUD 11, SIDED SEALING TAPE [P)NEOPRENE ASSOCIATES
<br /> UNISTRUT ULV/J712�
<br /> ALUMINUM SHROUD FULLY SEALEDPM
<br /> MOUND PENETRATION �� 19401 40TH AVE.W.,SUITE 304
<br /> UNISTRUT 3/8" DIA ATTACH SHROUD TO UNISTRUT FITTING ROOF TOP COAX KIT BY SITE SETKEN CAD ?:L GALVANIZED LYNNWOOD,WA 98036
<br /> P1008 P1538A 4'-0" OC W/ (2) #10 #A2472-L PRO, MODEL No. SP1595. METAL FIASINNG a K COVER PHONE:(425)740.6390
<br /> SPRING-LOADED TEK'S, TYP EACH SIDE) COAX (SIZE AND QUANITYL AS P.T.WOOD SLEEPER
<br /> KIT INCLUDES PVC SLEEPERSFAX:(425)224-1614
<br /> _ REQUIRED) W/NON INSULATING AND HARDWARE STAMM
<br /> NUT (HANGER) �� ``� HANGERS @ 4'-0 OC TYP Nl S °;;y...�;��„ >> MOOED
<br /> CONTINUOWWW.CAMPASSOO.COM
<br /> 19I�C P7000 �� �� (P1000 E) STUDS STRUT ATTACHED TO ` ��LE 1�1 12'
<br /> \ MPlI�L7WhIPLA PROJECT MANAGER' EJC
<br /> LAIC COAX (SIZE & QUANTITY AS
<br /> LA UNISTRUT ` 1/2" GPS COAX W/ MEMBRANE ROOF .4
<br /> III REQUIRED) W/ NON-INSULATING
<br /> VIER J HANGERS © 4'-0"OC (TYP) EXISTING PARAPET NON-INS-HANGER ® 4' O.C. /mum
<br /> �, •)CONTINUOUS
<br /> EXISTING WALL 1'IIIIC r ✓ FRAMING (TYP) , ',iii BACKER ROD� PREPARED BY. GA
<br /> ISWAT.11P.
<br /> LIAC TRAY HOLDDOWN CLAMP : \\
<br /> PIC r 20 GA GALV STEEL OR ALUMINUM UNISTRUT ANGULAR (TYP,) -�! _ im�i � APPROVED BY. GJV
<br /> C SHROUD (IF REQUIRED, PAINT W/ 2 FITTING #P1546 �� 1 I•=- ��--��- _
<br /> COATS OF ALKYD EXTERIOR PAINT; _____m
<br /> I l �: _ %.
<br /> I E 41 I - ip�■►�
<br /> 1/2"GPS COAX W/ FINISH PER REQUEST) S [ �,- EXISTING ROOF L"M,1 Al MI EXISTING ROOF /�7�� 12 GA 1/30/19 FINAL PERMIT ISSUE
<br /> NON-INSUL HANGER ft u x MI o J / �,'r f:
<br /> FRAMING Y1Y V V Y Y / SURFACE I ,, ,, If I 11 GA 1/17/19 FINAL PERMIT ISSUE
<br /> ®4' OC (NP) VIII-" �_!�_�•-• - - ..z_ 1 - '
<br /> ri 45' INSIDE / 9 GA 12/03/18 REVISED RFDS
<br /> 10 GA12/12/18 REVISED RFDS
<br /> I�I(- UNISTRUT P1000, 18" L - ATTACHED VERTICAL 000 DOWN TO GRADE
<br /> TO WALL WITH ANCHORS AS REQUIRED LEVEL TIGHT 8 GA11/13/18 REVISED RFDS
<br /> FOR WALL CONDITION
<br /> COAX KIT SLEEPER PADS MEMBRANE FLAMING(TYP' 7 RL 11/02/18 REVISED RFDS
<br /> BY SITE PRO, MODEL No. (P)comma M1N.TI-PLY
<br /> RPB, UNDER EACH j*j + ROOF FLASHINGMATERIAL
<br /> SLEEPER PLAN REVIEWERS SIGNATURE
<br /> 3 VERTICAL COAX SHROUD DETAIL 4 COAX WALL TO ROOF TRANSITION DETAIL 5 ROOF TOP COAX CABLE TRAY DET. ROOF SLEEPER FLASH. DET.
<br /> NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE
<br /> GROUT ALL VOIDS
<br /> AROUND SLEEVE NOTES
<br /> W/ UL APPV'D. (E) STEEL STUD CONTRACTOR TO VERIFY
<br /> CONT. FIRE &
<br /> CONSTRUCTIONEIOSTING ROOFING MATERNL.
<br /> SMOKE STOPPING a RI
<br /> SEALANT ELECTRICAL PLANS PLANS FOR
<br /> RUNNER AT TOP 84 BOT MATERIAL AND SIZE I�� G 'ER PRIOIR
<br /> PIPE OR CONDUITCE
<br /> ( TO CONSTRUCTION
<br /> r I PROFESSIONAL STAMP
<br /> MECH OR ELEC DWG' -__4.1 _,_
<br /> _ 2 TWO HOLE PIPE STRAP CONTRACTOR TO REMOVE
<br /> ---H-
<br /> AND REPLACE R EQ I I 12346 / REGI S E ED
<br /> #MI
<br /> SM KE SA NG O FIRE & NISl�T10N REOIJc PIPE (SIZE VARIES) SMOKE RAPING ON
<br /> a �• E IMPALING CLIPS TEK SCREWS OR SELF
<br /> FOR INSTALLATION OF(P)
<br /> EXISTING CONCRETE N y,�'�'���`�p TAPPING FASTENERS P.T.WOOD SLEEPER I I
<br /> I I STEEL BEAM PER A�
<br /> OR CMU WALL -__- (TAPERED AT SLEEPER 10
<br /> 111
<br /> \ PROVOS SLOPE)
<br /> PIPE OR CONDUIT ��MEMBRANE ,.` ALE
<br /> �J•
<br /> PIPE SLEEVE �r UNIPIER STRUT RSS4 ROOF ROOFING MATERIAL a °
<br /> SLEEPER' DR SIMILAR,
<br /> ��� INSULATION STATE WASHINGTON
<br /> FILL SPACE W/ UL 1 "I �� SPACED PER MANUFACTURER
<br /> MELD VERiY) - I"U,i.\
<br /> ;; RECOMMENDATIONS •' rt1 A
<br /> SMOKE. CONT. FIRE & ( # U.L. APPROVED CONT. FIRE 4•� I nT fl:_' A.%C-�,_-.,,.....,Es EET7 2G18
<br /> SMOKE STOPPING " Sc SMOKE STOPPING NOTE: -���7���t�
<br /> SEALANT Y SEALANT EACH SIDE w„I, CONTRACTOR TO REMOVE!
<br /> AND RAPTORS RAID CONSTRUCTION
<br /> NOTE:
<br /> CONDUIT ANCHORAGE IS REQUIRED NEARBY3- ",, /
<br /> �����I INSULATOR AS REOIARFD DETAILS
<br /> TO PREVENT CONDUIT MOVEMENT THRU FOR INSTALLATION OF(P)
<br /> PENETRATION. CABLES WITHIN CONDUIT NOTE: k STEEL ANGLES PER I
<br /> P.T.WOOD SLEEPER
<br /> PENETRATION SHALL BE APPROPRIATELY CABLES WITHIN CONDUIT
<br /> (TAPERED AT SLEEPER TO
<br /> SEALED AFTER INSTALLATION PENETRATION SHALL BE 6 PROVIDE SLOPE)
<br /> APPROPRIATELY SEALED AFTER 4-�,¢" - (P)P.1.WOOD SLEEPERS SHEET NUMBER
<br /> INSTALLATION. .LOAD NOT TO EXCEED PSR STRUCTURAL DOMINO ROOF FRAYING
<br /> CONDUIT PENETRATION THRU EXISTING 50 LBS/6" LENGTH JOIST PER A-5.0
<br /> FIRE RATED CONCRETE/CMU WALL CONDUIT PENETRATION THRU EXISTING
<br /> OnDETAIL ( 2 HR MINIMUM ) FIRE RATED WALL DETAIL ( 2 HR MIN ) o CONDUIT SUPPORT DETAIL TYPICAL ROOF SLEEPER FLASHPROJECT NUMBER
<br /> 6 NOT TO SCALE 7 NOT TO SCALE 8 NOT TO SCALE 9 NOT TO SCALE 20161360230
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