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<br /> GENERAL NOTES: 21. EXTERIORWINDOWSAND SLIDING GLASS DOORS p /-1CCOU�TIC�1L CE�LING ELECTIRCAL LEGEND
<br /> IRC 2015, EFFECTIVE JULY 1, 2016 SHALL BE TESTED BYAN APPROVED LAB AND LABELED. p�ILDING SECTION f
<br /> CM CARBON MONOXIDE DETECTOR
<br /> AND AS AMENDED BY LOCAL ORDINANCES INSTALL ACCOUSTICAL TILE PER ASTM C 635 AND ASTM International, Desi nation
<br /> 65. INSULATION REQUIREMENTS ARE AS g
<br /> 22. WINDOWS SHALL BE INSTALLED AND FLASHED IN ASTM C 636.AND ASTM E580 E580/E580M-09a
<br /> ACCORDANCE WITH THE MANUFACTURERS WRITTEN FOLLOWS: � CEILING MOUNT, INCANDESCENT
<br /> 2015 UNIFORM PLUMBING CODE SUMMARY OF STANDARD PRACTICE FOR
<br /> � INSTRUCTIONS WHICH SHALL BE INCLUDED WITH PERIMETER TRACK TO BE 2"X 2" L
<br /> ' 2015 INTERNATIONAL MECH. CODE CEILING: R-49 OR SUSPENSION CEILING INSTALLATION IN SEISMIC WALL MOUNT, INCANDESCENT
<br /> ! 2015 INTERNATIONAL FIRE CODE EACH WINDOW. WALLS: R-21 OR "INTERMEDIATE DUTY SYSTEM" ACTIVITY ZONES, IN ADDITION TO ASTM 636 �
<br /> 2015 WA STATE ENERGY CODE 1 Ceiling areas of 1000 ft2 (92.9m2]
<br /> � ASCE 7-10 25. ANCHOR BOLTS PER ACI 318, APENDIX D
<br /> or less are exempt from lateral
<br /> OVER VAPOR BARRIERS: INSULATIONS SHALL ASCE STANDARD ASCE/SEI 7-10 g q �( FLUORESCENT
<br /> force bracin re uirements. � �
<br /> HAVE A FLAME-SPREAD RATING NOT TO American Society of Civil Engineers SUSPENSION SYSTEM COMPONENTS
<br /> CONSTRUCTION TYPE: V-B EXCEED 25 AND A SMOKE DENSITY NOT TO Minimum Design Loads for Buildings 1 The main runners and cross runners of the �
<br /> FOUNDATION PLAN and Other Structures VENTILATION FAN �
<br /> EXCEED 450. ceiling system and their splices, intersection � �
<br /> 1. LIVE LOADS 13.5.6.2.2 SEISMIC DESIGN connectors, and expansion devices shall be
<br /> 27. ALL FOOTINGS TO BEAR ON UNDISTURBED SOIL WITH CATEGORIES D THROUGH F designed and constructed to carry a mean O
<br /> ROOF SNOW LOAD: 25 PSF PROPER BEARING CAPACITY. VERIFY ASSUMED Acoustical tile or lay-in panel ceilings in Seismic O SMOKE DETECTOR, 110 VOLT
<br /> FLOORS STORAGE: 125 PSF CAPACITY OF 1500 PSF IN FIELD. ultimate test load of not less than 1800 Ib �
<br /> Design Categories D, E, and F shall be designed [g0 kg] in compression and in tension. The i
<br /> OFFICE 50 and installed in accordance with ASTM C635, ASTM tensile test shall allow for a 5° offset of the �
<br /> STAIRS 100 PSF C636, and ASTM E580, Section 5-Seismic Design � RANGE OUTLET
<br /> CORRIDORS 100 PSF 33. IBC 2304.9.5.1 connection in any direction. Instead of a 5°
<br /> Categories D, E, and F as modified by this section. misalignment, the load can be applied with �
<br /> ALL FASTENERS AND HARDWARE IN CONTACT WITH PRESSURE Acoustical tile or lay-in panel ceilings a 1-in. [25 mm] eccentricity on a sample � DUPLEX RECEPTICAL
<br /> TREATED LUMBER IS TO BE HOT-DIPPED G185 ZINCE COATED shall also comply with the following not more than 24 in. [600 mm] long on
<br /> SEISMIC CAT.: D-1 GALVANIZED a The width of the perimeter supporting closure each side of the splice or intersection. The � SPECIAL PURPOSE
<br /> . CONNECTORS PER ASTM A653, TYPE G185 MIN. angle or channel shall be not less than 2.0 in. connectors at splices and intersection shall
<br /> 2. LATERAL DESIGN (50 mm). Where perimeter supporting clips be the mechanical interlocking type.
<br /> i PER 2015 IBC AND ASCE 7-10 are used, they shall be qualified in accordance 2 The perimeter support angle shall supply a � DUPLEX, SPLIT WIRED
<br /> with approved test criteria. In each orthogonal support ledge of not less than 2 in. [50 mm].
<br /> 3. PLYWD INDEX: CD, PANE� �o: FLOOR PLANS horizontal direction, one end ofthe ceiling
<br /> FLOORS TO BE 32/16 grid shall be attached to the closure angle :� GROUND FAULT INTERUPT
<br /> ROOF TO BE 24/0
<br /> or channel. The other end in each horizontal `
<br /> 35. WTERIOR WALL CONSTRUCTION:
<br /> 3 1/2 METAL STUDS AT 16" OC TYP. direction shall have a 0.75 in. (19 mm) clearance
<br /> 4. SOIL BEARING: 1500 PSF from the wall and shall rest upon and be � PHONE
<br /> UNLESS NOTED OTHERWISE free to slide on a closure angle or channel 3 Main runner and/or cross runner ends shall i � �
<br /> 5. ALL WOOD TO WOOD CONNECTIONS: NAILING be attached to the perimeter on two adjacent
<br /> REQUIREMENTS PER TABLE IBC 2304.9.1 walls. A clearance of 3/4 in. [18 mm] shall O CEILING FAN �
<br /> 39. ALL STRUCTURAL PANELS WITHIN THE CONDITIONED SPACE, SECTION C405 WA STATE ENERGY CODE 2015 be maintained between the main runner �
<br /> ASTM International, Designation and cross runner ends and the perimeter TV (
<br /> 6. GLUE LAMINATED BEAMSI DOUGLAS FIR SHALL BE IDENTIFIED AS'EXPOSURE 1, EXTERIOR OR HUD APPROVED. OCCUPANCY SENSOR CONTROLS TO BE INSTALLED AT NEW CONFERENCE ROOM C636/C636M-08 � TV CABLE
<br /> AITC SPEC. SIMPLE SPANS: 24F-V4 SUMMARY OF STANDARD PRACTICE FOR members on the two opposite walls. On the ;
<br /> 1. SENSORS SHALL AUTOMATICALLY TURN OFF LIGHTS WITHIN 30 MIN. walls where the terminal end runners are not i
<br /> , CANT. & CONTINUOUS: 24F-V8 SUSPENSION CEILING INSTALLATION fixed to the perimeter supporting closure, � CEILING OUTLET
<br /> (Fb2400 PSI MIN.) (Fv 165 PSI MIN) (E- 1700000 MIN. 42. LIGHT ACTIVATION: OF ALL OCCUPNATS LEAVING THE SPACE. 1 Hangers for carrying channels or main
<br /> 2. BE MANUAL ON OR SHALL BE CONTROLLED TO AUTOMATICALLY TURN allow for 3/4 in. [18 mm ] of axial movement.
<br /> MANUFAC. AITC STAMP PER A190.1 AND ASTM D3737 FOR INTERIOR STAIRS, A SWITCH SHALL BE INSTALLED AT runners 4 ft 0 in. [1200 mm] on centers.
<br /> EACH FLOOR LEVEL WHERE THERE ARE SIX OR MORE THE LIGHTING ON TO NOT MORE THAN 50% POWER. 2 Each suspension wire shall not hang more 4 Terminal ends of the main runners and cross � SWITCH
<br /> STAIRWAYS MAY ALLOW FULL AUTOMATIC-ON CONTROL. members shall be tied together or have i
<br /> 7. ALL WOOD IN CONTACT WITH CONCRETE IS TO B RISERS. THIS SHALL ACTIVATE LIGHTING OF THE STAIRWAY. 3. SHALL INCORPORATE A MANUAL CONTROL TO ALLOW OCCUPANTS TO than one in six out of plumb unless a ;
<br /> some other approved means to prevent � 2-WAY SWITCH
<br /> PRESSURE TREATED OR WOOD WITH NATURAL TURN OFF THE LIGHTS. countersloping wire or horizontal bracing their spreading. Stabilizer bars, cross tees 3 '
<br /> RESISTANCE TO DECAY 49. FIRE STOPS SHALL BE PROVIDED TO SEAL OFF is provided. Suspension wires should or other means to percent spreading shall j
<br /> ' 8. ALL STRUCTURAL MEMBERS TO BE HEM/FIR#2 CONCEALED DRAFT OPENING FROM VERTICAL TO OTHER AREAS TO HAVE TIME SWITCH CONTROLS AND A MANUAL CONTROL FOR not press against ducts or pipes. occur within 8 in. [200 mm] of each wall. SWITCH DIMMER
<br /> � OR BETTER, UNLESS NOTED OTHERWISE HORIZONTAL SPACES LIGHT REDUCTION IN ACCORDANCE WITH C405.2.2.2
<br /> 3 Wire hangers shall be a minimum of 5 Direct concealed suspended ceiling a
<br /> TIME SWITCH SHALL: No. 12-gage [2.70 mm] galvanized, systems shall have positively connected � WATERPROOF OUTLET o
<br /> stabilizer bars or mechanically connected WP �
<br /> 9. EXTERIOR JOINTS AROUND WINDOWS AND DOOR 1. HAVE A MIN. 7 DAY CLOCK �
<br /> � BETWEEN WALLS AND ROOF AND BETWEEN WALL 2. BE CAPABLE OF BEING SET FOR 7 DIFFERENT DAY TYPES PER WEEK. soft-annealed, mild steel wire. cross runners at a maximum spacing of �
<br /> 4 Local kinks or bends shall not be 60 in. 1500 mm er endicular to the WHOLE HOUSE FAN
<br /> PANELS, OPENINGS AT PENETRATION OF UTILITY 3. INCORPORATE AN AUTOMATIC HOLIDAY SHUT-OFF FEATURE made in hanger wires as a means � � p p
<br /> SERVICES THROUGH WALLS, FLOORS AND ROOF 4. HAVE PROGRAM BACKUP CAPABILITIES main runners. Stabilization shall occur
<br /> SHOULD BE SEALED ,CAULKED GASKETED OR 5. HAVE OVERIDE SWITCH of leveling carrying channels. within 24 in. [600 mm] of each wall.
<br /> WEATHER-STRIPPED. a. OVERIDE SHALL BE MANUAL CONTROL 5 In installations where hanger wires are 6 The terminal end of each cross runner LATERAL I N FO RMATI O N
<br /> b. OVERIDE ,WHEN INITIATED, SHALL PERMIT THE CONTROLLED LIGHTING wrapped around carrying channels, I
<br /> TO REMAIN ON FOR NOT MORETHAN 2 HOURS. and main runner shall be supported �
<br /> 10. ALL WINDOWS AND DOORS SHALL LIMIT AIR the wire loops shall be tightly formed independently, a maximum of 8 in.
<br /> INFILTRATION TO 0.5 CFM PER LINEAL FOOT OF C. MAX AREA OF SWITCH : 5000 SQFT. to prevent any vertical movement or WIND IBC SEC. 1603.1.4
<br /> EACH CRACK OR DOOR AREA RESPECTIVELY. rotation of the member within the loo (200 mm) from each wall or ceiling � ,
<br /> WHERE PROVIDED WITH MANUAL CONTROL,THE FOLLOWING AREAS ARE NOT p' discontinuity with No. 12 gauge [2.70 1. ULTIMATE DESIGN WIND SPEED: 110 MPH !
<br /> REQUIRED TO HAVE LIGHT REDUCTION CONTROL: MAIN RUNNERS mm] wire or approval wall support. BASIC WIND SPEED = 85 MPH � I
<br /> 11. CONCRETE MIN. CONCRETE STRENGTH: 1. SPACES WITH ONLY ONE LUMINAIRE OF LESS THAN 100 WATTS. 1 Install main runners so that they are all level SUSPENSION WIRE APPLICATOR 2. RISK CATEGORY: II
<br /> 2. SPACE THAT USE LESS THAN 0.6 WATTS PER SQFT to within 1/4 in. in 10 ft [6 mm in 3000 mm] 1 Connection devices to the supporting 3. WIND EXPOSURE: B �
<br /> 3000 PSI AT 28 DAYS 3. CORRIDORS, EQUIP ROOMS, PUBLIC LOBBIES, ELEC/MECH ROOM
<br /> after completion of the ceiling installations construction shall be capable of carrying not 4. iNTERNAL PRESSURE COEF: 1.0 �
<br /> 12 REINFORCING BARS: 2 Local ki�ks or�Ibendscs all not be less than a 100-Ib [45 kg] allowable load. 5. COMPONENTS AND CLADDING: 20 PSF
<br /> CONFORM TO ASTM A615, 60 KSI AD H E RE D V E N E E R 2 Wires shall not attach to or bend around
<br /> CLEARANCES: made in hanger wires as a means interfering material or equipment. A trapeze
<br /> � of leveling main runners. or equivalent device shall be used where -C
<br /> � 3" CLEAR TO EARTH AT BOTTOM OF FOOT'G 3 In installations where hanger wires are EARTHQUAKE: IBC 1603.1.5 � o a
<br /> 1 1/2" CLEAR TO EARTH AT SIDES 84. INSTALL VENEER AS FOLLOWS: ACI 530/ASCE 5/TMS 402 obstructions preclude direct suspension. o � �,
<br /> � VENEER UNITS SHALL NOT EXCEED 2 5/8" THICK, 36" IN ANY wrapped through or around main runners,
<br /> Trapeze suspensions shall be sized to resist 1. RISK CATEGORY : II
<br /> 3/4" CLEAR TO SIDES NOT EXPOSED TO the wire loops shall be tightly wrapped and �> � o '
<br /> DIRECTION, NOR MORE THAN 5 SQFT IN AREA AND NOT WEIGH the dead load and lateral forces appropriate 2. SEISMIC IMPORTANCE FACTOR: le = II � �� o
<br /> EARTH OR MOISTURE MORE THAN 15 POUNDS PER SQFT. sharply bent to prevent any vertical movement for the seismic design category. 3. MAPPED SPECTRAL RESPONSE � �' � �
<br /> 13: SOIL or rotation of the member within the loops. LATERAL FORCE BRACING 2 SECOND % G ACEL - 125 0 � � ; �,
<br /> ALLOWABLE SOIL BEARING STRENGTH TO BE A PASTE OF NEAT PORTLAND CEMENT SHALL BE BRUSHED ON THE The wire must be wrapped around itself a 1 Lateral force bracing is required for all ceiling 1 SECOND = 40 � ` ` '� o
<br /> ASSUMED AT 1500 PSI OR PER SOILS ENGINEERING BACKING AND THE BACK OFTHE VENEER UNIT. minimum of three full turns (360° each)within areas greater than 1000 ft2 [92.9 m2]. 4. SITE CLASS: D � � a o � �
<br /> REPORT. DESIGN MIN FOR EQUIVALENT TYPE 'S' MORTAR THEN SHALL BE APPLIED TO THE BACKING AND a 3-in. [75 mm] length. For safety purposes, 5. DESIGNED SPECTRAL RESPONSE
<br /> FLUID PRESSURE TO BE 30 PCF OR PER SOILS THE VENEER UNIT. the bottom of the hanger wires shall either SDs = 0.84 SD1 = 0.42 �
<br /> REPORT be cut close to the vertical portion of the �
<br /> SUFFICIENT MORTAR SHALL BE USED TO CREATE A SLIGHT EXCESS wire or shall be bent upward parallel to � I.
<br /> 6. SEISMIC DESIGN CATEGORY: D-1
<br /> TO BE FORCED OUT THE EDGES OF THE UNITS. THE UNITS SHALL BE the vertical portion of the hanger wire. � !
<br /> 7. BASIC SEISMIC FORCE-RESISTING SYSTEM: t-
<br /> TAPPED INTO PLACE SO AS TO COMPLETELY FILL THE SPAcE BETWEEN CROSS RUNNERS 2 Horizontal restraints shall be effected be � �
<br /> BEARING WALL SYSTEM, LIGHT FRAME
<br /> THE UNITS AND THE BACKING. 1 Install cross runners supported by either four No. 12-gauge [2.70 mm]wires secured � �
<br /> WALL WITH RATED WOOD STRUCTURAL PANELS
<br /> E L EVAT I O N S THE RESULTING THICKNESS OF MORTAR IN THE BACK OF THE UNITS main runners or by other cross runners to the main runner within 2 in. [50 mm] of 8. DESIGN BASE SHEAR, V. SEE PAGE 2 OF CALC PAGES , �� '
<br /> to within 1/32 in. [.8 mm] of the required the cross runner intersection and splayed 90° 9. SEISMIC RESPONSE COEF:, Cs - 0.129 � m n � � � I
<br /> SHALL NOT BE LESS THAN 1/2" OR MORE THAN 1 1/4" center distances. This tolerance shall be from each other at an angle not exceeding m �' � y � -� �
<br /> 10. RESPONSE MODIFICATION FACTOR: 6.5 = � ;
<br /> noncumulative beyond 12 ft [3600 mm). 45° from the plane of the bracing wires 11. ANALYSIS PROCEDURE USED: ASCE 7-10 0 0 �> � � a
<br /> 2 The exposed surfaces of the two intersecting shall be extended to and fastened to the
<br /> runners shall lie within a vertical distance structural members supporting the roof �
<br /> of .015 in. [.4 mm] of each other with the or floor above. The strut shall be adequate i
<br /> 5. PROVIDE SAFETY GLASS IN: abutting (cross) member always above to resist the vertical component induced
<br /> the continuous (main) member. by the bracing wires. these horizontal
<br /> ALL INGRESS AND EGRESS DOORS INCLUDING
<br /> SLIDING, SWINGING OR STORM DOORS. restraint points shall be placed 12 ft [3600 � i
<br /> mm] on center in both directions with the -- cv
<br /> ASSEMBLY DEVICES first point within 6 ft [1800 mm] from each � � � �
<br /> SHOWER OR BATH DOORS. EXTERIOR PLASTER 1 Join abutting sections of the main runner by wall. Attachment of the restraint wires to � � � � i
<br /> INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THIS CODE means of suitable connection such as splices, the structure above and to the main runner � u7
<br /> ' GLAZING WITHIN 60" OF DRAIN IN TUB OR SHOWER. interlocking ends, tab locks, pin locks, and shall be adequate for the load imposed. � !� � `� ,
<br /> LATH so forth. A joint connection shall be jud ged 3 Lateral force bracing members shall be [� � c�
<br /> ��
<br /> GLAZING WITHIN 24" RADIUS HORIZONTALLY OF suitable both before and after ceiling loads s ace a minimum of 6 in. 150 mm from �' � � � I
<br /> ' A DOOR EDGE IN CLOSED POSITION. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE p � � � �
<br /> ATTACHED WITH 1 1/2" LONG , 11 GA NAILS HAVING A 7/16 INCH HEAD OR 7/8"LONG , 16 GA STAPLES. SPACE FASTENERS AT 6"MAXIMUM OR AS OTHERWISE APPROVED. are imposed if the joint provides sufficient all horizontal piping or duct work that is � � [�' � i
<br /> , alignment so that the exposed surfaces of not provided with bracing restraints for � � � �' i
<br /> GLAZING IN RAILINGS. PLASTER two abutting main runners lie within a vertical horizontal forces. Bracing wire shall be � � d i
<br /> ' PLASTERING WITH PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH. distance of.015 in. [.40 mm] of each other. � �- !
<br /> GLAZING IN WALLS ENCLOSING STAIRWAY LANDING attached to the grid and to the structure in
<br /> OR WITHIN 5 FEET OF THE BOTTOM AND TOP OR ON WOOD FRAMEDCONSTRUCTION WITH AN ON-GRADEFLOOR SLAB SYSTEM, EXTERIOR PLASTER SHALL BE APPLIED TO COVER, BUT NOT EXTEND BELOW, LATH, PAPER AND SCREED. such a manner that they can support a load � i
<br /> STAIRWAYS WHERE THE BOTTOM EDGE OFTHE of not less than 200 Ib [90 kg] or two times ,
<br /> 2 There shall be no visually apparent angular � i
<br /> �� THE PROPORTION OF AGGREGATE TO CEMENTITIOUS MATERIALS SHALL BE AS SET FORTH IN TABLE R702.1.(3) the actual design load, whichever is greater. �
<br /> GLASS IS LESS THAN 60 ABOVE THE WALKWG displacement of the longitudinal axis of g g �'��t �����"�'���� ,� "� � I
<br /> SURFACE. WEEP SCREEDS one runner with respect to the other. 4 Ri id braces that have been desi ned to � � _ _, Q � i
<br /> limit relative lateral deflections at the point ������
<br /> 3 Assembly devices shall provide sufficient of attachment of the ceiling grid to less �. � �,,�,..�'' ''
<br /> GLAZING THAT MEETS ALL OF THE FOLLOWWG A MINIMUM 0.019 INCH (26 GA GALVANIZED SHEET GAGE) , CORROSION-RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED,WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3 1/2 INCHES spacing control so that horizontal gaps than .25 in. 6 mm are ermitted to be a' ' � °
<br /> � ,���,�� '
<br /> SHALL ALSO BE SAFETY GLASS: SHALL BE PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4"ABOVE EARTH between exposed surfaces of either � � p � � �..,_ , I
<br /> OR 2 INCHES ABOVE PAVED AREAS AND SHALL BE OF THE TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERRIOR OFTHE BUILDING. THE WEATHER-RESISTIVE used in the place of diagonal splay wires. ���,,� � I
<br /> abutting or intersecting member
<br /> INDIVIDUAL PANELS W EXCESS OF 9 SQFT AND BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. shall not exceed .020 in. [.50 mm]. ���� � ��� �
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<br /> BOTTOM LESS THAN 18" OFF THE FLOOR AND 4 Fixtures shall not be supported from main �`�"�� �� �,������ ,(',-���� �� � ;� !
<br /> WITH A TOP EDGE GREATER THAN 36" ABOVE WATER- RESISTIVE BARRIERS runners or cross runners if the weight of the �,� � �, � '
<br /> FINISHED FLOOR AND ONE OR MORE WALKING fixture causes the total dead load to exceed .,��"'`����;:� � � � I
<br /> SURFACES WITHIN 36" HORIZ. TO THE PLANE OF WATER-RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND , WHERE APPLIED OVER WOOD-BASE SHEATHING, SHALL INCLUDE A WATER-RESISTIVE VAPOR-PERMEABLE BARRIOE WITH A PERFORMANCE the deflection capability of the ceiling SERVICES WITHIN THE CEILING �`�` y� � � �
<br /> THE GLAZING. AT LEAST EQUAL TO TWO LAYERS OF GRADE'D' PAPER. suspension system. In such cases, the fixture 1 Flexible sprinkler hose fittings, ceilingmounted � � �. � I
<br /> load shall be support by supplemental air terminals or other services � � � � �
<br /> EXCEPTION: WHERE THE WATER-RESISTIVE BARRIER THAT IS APPLIED OVER WOOD-BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60 MINUTE GRADE D PAPER AND IS SEPARATED hangers within 6 in. [150 mm] of each corner, weighing less than 20 Ib [9 kg] shall be BEAM SPECIFICATIONS: --� � � �
<br /> FROM THE STUCCO BY AN INTERVEINING, SUBSTANTIALLY NONWATER-ABSORBING LAYER OR DESIGNED DRAINAGE SPACE. or the fixture shall be separately supported. positively attached to the ceiling suspension � � � �
<br /> APPLICATION main runners or to cross runners that have the GLUE LAMINATED BEAMS.....GLB � � L�1 �
<br /> same carrying capacity as the main runners. � %' a
<br /> 2 Flexibility sprinkler hose fittings, air terminals MANUF. & LABEL PER AITC A190.1 AND ASTM D3737 � � L1J �
<br /> EACH COAT SHALL BE KEPT IN A MOIST CONDITION FOR AT LEAST 48 HOURS PRIOR TO APPLICATION OF THE NEXT COAT. 24F-V4 � �
<br /> EXCEPTION:APPLICATIONS INSTALLED IN ACCORDANCE WITH ASTM C 926 or other services weighing less than 20 Ib 24F-V8 FOR CANTILEVERS � C'��J -�
<br /> [9 kg] but less than 56 Ib [25 kg] shall have, �/°j
<br /> in addition to the requirements in 5.4.1, E= 1.7 X 10'6 PSI MIN
<br /> ' 18. WINDOW SIZES, AS NOTED ON FLOOR PLANS, ARE CURING two No 12-gauge [2.70 mm] hanger wires Fb = 2400 PSI �„ �
<br /> i GIVEN STRICTLY AS APPDXIMATE SIZES. fV = 165 PSI � � i
<br /> REFER TO CONTRACTOR OR OWNER FOR WFORMATI N connected from the terminal or service � ;
<br /> FOR THREE-COAT CEMENT PLASTER,THE SECOND COAT SHALL NOT BE APPLIED SOONER THAN 48 HOURS AFTER APPLICATION OF THE FIRST COAT. THE FINISH COAT FOR THE THREE-COAT CEMENT PLASTER SHALL NOT BE to the ceiling system hangers or to the LAMINATED VENEER LUMBER ..... LVL a � �
<br /> ON MANUFACTURER AND THE SPECIFIC SIZES TO BE APPLIED SOONER THAN SEVEN DAYS AFTER APPLICATION OF THE SECOND COAT. structure above that act as safety wires. It is 5�,,� I
<br /> INSTALLED. INSTALL PER MANUFACTURER. KEEP E = 1.8 X 10'6 PSI
<br /> INSTALLATION INSTRUCTIONS ON SITE. not necessary for these wires to be taut. Fb - 2600 PSI Sheet Scale
<br /> 3 Flexible sprinkler hose fittings, ceilingmounted Fv - 285 PSI o�ati,,;�,h,,,.
<br /> air terminals or other services j
<br /> INDOWS NOTED AS EGRESS ARE TO MEET THE Fc = 750 PSI
<br /> OLLOWING REQUIREMENTS: NAIL SIZES: weighing more that 56 Ib [25 kg] shall be �
<br /> ' 5.7 SQFT OF PERERABLE AREA MINIMUM. supported directly from the structure PARALLEL STRAND LUMBER ..... PSL � ';
<br /> ' 20" MIN. CLEAR WIDTH OPENING 8d COMMON 0.131" DIA X 2 1/2" LONG 8d BOX 0.113" DIA X 2 1/2" LONG above by approved hangers. �
<br /> , E = 2.OX10'6PS1
<br /> 24" MIN. CLEAR HEIGHT OPENING °f �
<br /> ; 10d COMMON 0.148" DIA X 3" 10d BOX 0.128" DIA X 3" Fb = 2900 PSI (
<br /> MAXIMUM SILL HEIGHT OF 44"ABOVE FINISHED FLR. 16d COMMON 0.162" DIA X 3 1/2" 16d BOX 0.135" DIA X 3 1/2" �
<br /> Fv = 290 PSI
<br /> WHEN USING NAIL GUNS, CONFIRM NAIL DIAMETERS AT EQUAL TO OR GREATER THAN ABOVE DIAMETERS Fc = 750 PSI �
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