|
FLUE CAP
<br /> CONICAL ROOF CAP WITH
<br /> CAULKED JOINTS. DIM. SHALL SEAL HIGH
<br /> CONCENTRIC FLUE TEMPERATURE SILICONE
<br /> LATCH DUCT SIZE SHOWN RUBBER SEALANT
<br /> SECURE TO Iry
<br /> ON PLANS WM1h A111,0
<br /> FLEXIBLE STRUCTURE 26 GA. G.I. FLASHING OBER �•�� AK(;
<br /> CONNECTION CONT. CANT STRIP BY ROOFING VENTED CURB
<br /> 1 1/2"x 1 1/2"X 16 CONTRACTOR. FLASHING
<br /> EXHAUST GAGE 16 GA. CHANNEL 1299 HIGH ROOFING
<br /> DUCT DIAGONAL BRACE 299 DEEP PLUS ! 9®®D
<br /> ..... 12 CURB.
<br /> j
<br /> . . .. .. ROOF DECD
<br /> PROVIDE
<br /> NEOPRENE DIRECT FLUE 3" MIN
<br /> ISOLATOR ROOFING VENT CHASE
<br /> PADS CONCENTRIC ADAPTER
<br /> COMBUSTION AIR
<br /> ANGLE ROOF DECK TO WATER HEATER
<br /> GRILLE
<br /> MOUNTING STRUCTURAL SUPPORTS.FURNISHED WITH BRACKET REFERENCE STRUCTURAL
<br /> FURNISHED HAU
<br /> FAN WITH FAN DRAWINGS.
<br /> DUCT DOWN TO FLUE DUCT FROM
<br /> CEILING EXHAUST FAN WATER HEATER
<br /> �9
<br /> NOT USEDN.T.S. CE � L0 G EXHAUST FAQ ETAOL N.T.S. 3 RO F JACK ® TAIL N.T.S. DIRECT FLUE VENT QN Rood N.T.Q. �'�� ENG`��
<br /> THESE TWO HANGERS ARE FOR DUCTS 25" & THIS HANGER IS FOR DUCTS 18215 72ND AVENUE SOUTH
<br /> LARGER (MAY BE USED ON SMALLER DUCTS) 24" DIA. & SMALLER DENT, WA 98032
<br /> ROOF EXHAUST FAN 1/4" BOLT, NUT �t FURNISHED WED ROOF CURB, ACOUSTICAL
<br /> (425)251-6222
<br /> / FLEXIBLE DUCT MAX. (425)251-8782 FAX
<br /> 3/8" DIA. ROD OR 1-X16 STAR WASHER (TYP.) 3/6" BOLT, NUT NOTE: ALL JOINTS IN DUCTWORK TO BACKD ABOVE FT DAMPER, FAN SPEED 2" WIDE METAL FLEXI LONG
<br /> GA. HANGER STRAP (TYP.) STAR WASHER BE SOLDERED WATERTIGHT. VERIFY CONTROLLER, FACTORY MOUNTED STRAPS GRIL ENGINEERING, LSD P NTNG,
<br /> CURB DIMENSIONS WITH MECHANICAL DISCONNECT SWITCH, SU NG, ENVIRONMENTAL CES
<br /> DRAWINGS. WIRE MESH SCREEN
<br /> 1"X16 GA. HANGER 1"X16 GA. NO. DATE REVISION DESCRIPTION
<br /> NUT LOCKNUT FSTRAP 2" MAX. CONTINUOUS COLLAR
<br /> D WN TIGHT 9.95.9 a PERMITSUBMITTAL
<br /> DUCT SECURE FAN TO CURB W/SHT. METAL SUPPLY AIR DUCT 9
<br /> FASTENERS 12" O.C. (MIN. 2 PER SECURE TO 450 a
<br /> MOTOR AND SIDE) BY G.C. STRUCTURE
<br /> p 3
<br /> 1"'X16 GA. CONTINUOUS HANGER STRAP ®RIVE
<br /> 1-1/8"X12 GA. SPLIT RING (TYP.). EACH STRAP ADJACENT TO ONE 4 CANT FACTORY CURB SUPPLIED W/ FAN. 01 01 00 01
<br /> s
<br /> COLLAR AROUND DUCT ANOTHER AT HANGER LOCATION (TYP.) ROOF INSTALLED BY G.C. ATTACH CEILING WIRES AT
<br /> DIFFUSER'S TWO OPPOSING
<br /> ROUND DUCT HA&�GER ROOF UP OVER FACTORY CURB 8"MIN. R CORNERS
<br /> 2"X2"X1/6" ANGLE a" IN
<br /> 1"X16" GA. HANGER 3/8" DIA. ROD OR TOP BOTTOM
<br /> OPPOSED BLADE DAMPER
<br /> STRAP (TTP.) 1"X16 GA. HANGER
<br /> STW ROOF STRUCTURE
<br /> MAX. — 6 TURNS
<br /> 60 0
<br /> AT 1-1/2-
<br /> WOOD
<br /> -1/2"WOOD NAILERS ALL WOOD IS OPERATOR SEAU
<br /> is TRIM @4S PRESSURE TREATED. SLOT
<br /> .o
<br /> " SHEET FETAL " 61" & ANGLE (TTP.) E BACKD FT DAMPER SUPPLIED W/ CEILING
<br /> 30 MAX 1 XIS GA. STRAP OVER
<br /> EXHAUST DUCT. SEE FLOOR FAN. INSTALLED BY G.C. .
<br /> SCREWS (TYP.) PLAN FOR ROUTING ���
<br /> OVER DUCT (TYP.) CEILING
<br /> OVAUREQJ6UGULA DUCT HANGER DIFFUSER Q
<br /> 1. REFER TO SPECIFICATIONS FOR HANGER SPACINGS.
<br /> 2. ATTACHMENTS TO OVERHEAD STRUCTURE SHALL BE MADE IN ACCORDANCE WITH STRUCTURAL 1) IN LIEU OF ABOVE DETAIL METAL PLENUM MAY BE USED TO
<br /> ENGINEER'S REQUIREMENTS AND WEIGHT LIMITATIONS. ALL ATTACHMENT METHODS TO STRUCTURE SHALL CONNECT THE BRANCH DUCT TO THE DIFFUSERS. ELBOW R/D=1.5
<br /> BE SUBMITTED TO STRUCTURAL ENGINEER FOR REVIEW.
<br /> DUCT o" P o DETAIL N.T.S. 7 MUSHROOM TYPE EXHAUST FAN N.T.S. 6 CEILING DIFFUSER ®ETA L N.T.S.
<br /> TURNING VANES, SEE SLOPE NOT TO EXCEED 1"
<br /> g DETAIL ON THIS RECTANGULAR DUCT " SLOPE NOT TO
<br /> SH ET IN 4 EXCEED 1" IN 4
<br /> DEVELOPMENT sNFATa
<br /> ROUND DUCT
<br /> DUCT CONSTRUCTION MINIMUM SHEET METAL THICKNESSES –1/2W NT11
<br /> 'er � TYPICAL RECTANGULAR TO ROUND TRANSITION APICAL RECTANGULAR NSITION �� ® � /
<br /> ROOFTOP EQUIP – NEOPRENE RUBBER GASKET RECTANGULAR DUCTS �`� �� / SR
<br /> SEE SPECS " USE THIS DESIGN USE THIS DESIGN DUEL CANOPY
<br /> FILL CAVITY WITH RTVELS ARE SHOWN ON WHERE SQUARE 90° STA TION NOTES
<br /> SEISMIC RESTRAINT BRACKET SILICONE MAXIMUM SIZE STEEL ALUMINUM PLANS WHERE " ELBOWS ARE SHOWN in
<br /> 1. ALL DUCTS SHALL BE CONSTRUCTED AND ERECTED IN A NEAT AND WORKMANLIKE MANNER. i9/
<br /> FOUR (4) PER UNIT (INCHES) (MINIMUM THICKNESS, NOMINAL) (MINIMUM THICKNESS, NOMINAL) ROUND 90' ON PLANS OR IF
<br /> SPACE CONDITIONS DO 2. DUCT SHALL BE CONSTRUCTED OF THE WEIGHTS, GAGES AND MATERIAL SHOWN IN THE SCHEDULE
<br /> C� THROUGH 12 0.022 INCH 26 GAGE, GALV. 0.020 INCH NO. 24 BS GAGE NOT PERMIT ON THESE DRAWINGS.
<br /> 2X4 WOOD NAILER STRIP. t ) t ) INSTALLATION DETAIL OF TURNING VANES �� D
<br /> ® � FACTORY PROVIDED 13 THROUGH 30 0.021 INCH (24 GAGE, GALV.} 0.025 INCH (NO. 22 ISS GAGE) o
<br /> Z a w m COUNTER FLASHING NAIL f ROUND 90° ELBOWS QUARE 90 ELB(� S 3. THE DIMENSIONS SHOWN FOR ALL DUCTS SHOWN IN PLAN GIVE THE WIDTH FIRST AND THEN THE ���� ��9 I �
<br /> ��-m CANT STRIP BY e 14 GAUGE OR HEAVIER 31 THROUGH 54 0.034 INCH (22 GAGE, GALV.) 0.032 INCH (NO. 20 B&S GAGE) HEIGHT,
<br /> �o ' GALVANIZED STEEL CURB TO 55 THROUGH 84 0.040 INCH 20 GAGE GALV. 0,040 INCH NO. 18 B&S GAGE CONSTRUCTION OF 90` ELBOWS @ FIIGIIlfIlA�1a0
<br /> ®��, ROOFING CONTR. MATCH ROOF SLOPE t ) ( )
<br /> G]
<br /> ( ROOFING i OVER 14 0.052 INCH (16 GAGE, GALV.) 0.051 INCH (NO. 16 B S GAGE) TURNING MAIN 4. DUCT RISERS SHOULD BE SUPPORTED BY ANGLES AT EVERY FLOOR. E�I��L®N,CALIFORNIA
<br /> SAD OR RAD VANES, SEE5. AIR TURN SHALL BE INSTALLED IN ALL ABRUBT ELBOWS TO PREVENT TURBULENCE.
<br /> RIGID INSULATION BY ROUND DUCTS DETAIL ON FACOL, TY T
<br /> ' ROOFING CONTRACTOR THIS SHEET ® BRANCH 6. DUCTS SHALL BE SECURELY ATTACHED TO THE BUILDING CONSTRUCTION
<br /> SPIRAL SEAM DUCT LONGITUDINAL SEAM DUCT FITTINGS d " IN AN APPROVED MANNER.CURB FRAMING � A b o s s e l n awm R. EP REft
<br /> " MAXIMUM SIZE STEEL STEEL STEEL �; 7. DIVERGING TRANSITION PIECES SHALL BE MADE AS GRADUAL AS POSSIBLE.
<br /> 5/6 � LAG DOLT (HIGH USE THIS DESIGN SE THIS DESIGN o ROUND I� NCH TAKE OFF Engineering, �� �'�� °
<br /> TENSION "HILT] BOLTS @ (INCHES) (MINIMUM THICKNESS, NOMINAL) (MINIMUM THICKNESS, NOMINAL) (MINIMUM THICKNESS, NOMINAL) WHERE ROUND 45°
<br /> WHERE ROUND 45
<br /> TYP]CAL INSTALLATION 24" O.C. ( S. INSTALL FIRE DAMPERS IN ACCORDANCE WITH UL 555.
<br /> .) ELBOWS ARE SHOWN ELBOWS ARE SHOWN MAIN CT�'�°
<br /> THROUGH 12 0.019 INCH (26 GAGE, GALV.) 0.022 INCH (26 GAGE, GALV.) 0.022 INCH (26 GAGE, GALV.) ON PLANS ON PLANS L. L. C. �� �
<br /> Al 9. ACCESS PANELS SHOULD BE PLACED BEFORE AND/OR AFTER EQUIPMENT
<br /> ROOF FRAMING 13 THROUGH 16 0.022 INCH (26 GAGE, GALV.) 0.026 INCH (24 GAGE, GALV.) 0.026 INCH (24 GAGE, GALV.) ROU 45® ELBOws SQUARE 45' ELBOWS O INSTALLED IN THE DUCT. DRAWING nq�
<br /> 19 THROUGH 26 0.028 INCH (24 GAGE, GALV.) 0.034 INCH (22 GAGE, GALV.) 0.034 INCH (22 GAGE, GALV.)
<br /> BRANCH 10. DUCT AREA SHOULD N®T BE DECREASED MORE THAN 107. WHEN MECHANICAL - ELECTRICAL
<br /> 29 THROUGH 36 0.034 INCH (22 GAGE, GALV.) 0.040 INCH (20 GAGE, GALV.) 0.040 INCH (20 GAGE, GALV.) TURNING VANES, OBSTRUCTIONS CANNOT BE AVOIDED, AND THEN A STREAMLINED FITTING CIVIL - LEED M , . ..
<br /> 37 THROUGH 52 0.040 INCH (20 GAGE, GALV.) 0.052 INCH (16 GAGE, GALV.) 0.052 INCH (18 GAGE, GALV.) CONSTRUCTION OF 45° ELD®ws SEE DETAIL si�E� SHOULD BE USED. FIRE PROTECTION
<br /> CONSTRU ION OF NGH TAKF OFF FRODETAILS
<br /> M MAIN SQUARE BRANCH TAKE QEF 11. F ]BLE FABRIC CONNECTIONS (OR EQUAL} SHOULD BE USED ON DOTH 2100 112TH AVE. NE
<br /> INLETS AND OUTLETS OF ALL FANS AND AIR HANDLING UNITS. BELLEVUE, WA 98004 SHEET NO:
<br /> 12. JOINTS AND SEAMS OF SUPPLY DUCTS SHALL BE FASTENED SECURELY PH: (425) 462-9441
<br /> AND MADE AIR TIGHT. FAX: (425) 462-9451
<br /> E-Moil: cseruicekbossein.com
<br /> www.abossein.eom
<br /> C"URB ATA T
<br /> N.T.S.
<br /> � � A�
<br /> N.T.S.oRooAI30SSEIN #215064
<br />
|