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FASTENING SCHEDULE
<br />1. BASE CHANNELS:
<br />NO.12 SCREWS AT EACH END AND ALONG THE LENGTH SPACED SO AS TO NOT EXCEED 18
<br />2. VERTICAL WALL PANELS:
<br />NO.12 SCREWS SPACED AT A DISTANCE NOT TO EXCEED 24" BETWEEN SCREWS. ATTACHMENT
<br />TO TOP CHANNEL SHALL BE WITH HILTI FASTENERS (EDN19THQ12HSN - 3/4" LENGTH - 9/64" PIA.)
<br />PLACED TWO PER PANEL. PANELS SHALL BE ATTACHED AT TO THE BOTTOM CHANNEL WITH 1 /8"
<br />POP RIVETS SPACE NO MORE THAN 18" APART.
<br />3. HORIZONTAL WALL PANELS:
<br />NO.12 SCREWS SPACED AT A DISTANCE NOT TO EXCEED 24" BETWEEN SCREWS. ATTACHMENT
<br />OF END BRAKES TO STEEL TUBES SHALL BE BY TWO NO.12 SCREWS AT EACH END PER PANEL.
<br />HORIZONTAL PANELS THAT WRAP TUBES AT THE TOP OR BOTTOM SHALL BE ATTACHED AT EACH
<br />END AND IN THE CENTER BY MEANS OF 1/8" POP RIVETS.
<br />4. TUBE COVERS:
<br />TUBE COVERS ARE ATTACHED BY 1/8" POP RIVETS SPACED AT DISTANCES NOT TO EXCEED 24",
<br />AS WELL AS BEING FASTENED AT EACH END BY THE SAME MEANS.
<br />5. ROOF DECK:
<br />NO.12 SCREWS WITH WASHERS SHALL BE USED TO FASTEN THE ROOF DECK TOGETHER ON THE
<br />TOP SIDE AND SHALL BE SPACED AT A DISTANCE NOT TO EXCEED 24" BETWEEN SCREWS. ENDS
<br />OF DECK PAN FASTENED DOWN THROUGH CHANNEL WITH 2 NO.12 SCREWS PER PANEL. ALL
<br />SCREW HEADS SHALL BE COATED WITH VULKEM OR SIMILAR WEATHERPROOF SEALANT.
<br />6. TOP CAP & FLASHING:
<br />NO.12 SCREWS WITH WASHERS SHALL BE USED TO FASTEN THE FLASHING AND TOP CAP
<br />COMPONENTS AND SHALL BE SPACED AT A DISTANCE NOT TO EXCEED 24" BETWEEN SCREWS.
<br />ALL SCREW HEADS SHALL BE COATED WITH VULKEM OR SIMILAR WEATHERPROOF SEALANT.
<br />7. SOFFIT & FASCIA
<br />NO.10 SELF DRILLING SCREWS SHALL BE USED TO FASTEN THE SOFFIT AND FASCIA TO "ZEE" SUPPORTS
<br />COMPONENTS AND SHALL BE SPACED AT A DISTANCE NOT TO EXCEED 24" BETWEEN SCREWS.
<br />8, "ZEE" SUPPORTS
<br />NO.10 SELF DRILLING SCREWS SHALL BE USED TO FASTEN THE "ZEE" SUPPORTS ON THE UPPER END
<br />AND #12-24 SELF TAPPING SCREWS ON THE LOWER END INTO STRUCTURAL TUBING.
<br />STRUCTURAL STEEL & COLD FORMED STEEL
<br />1. DESIGN, FABRICATION AND ERECTION OF
<br />STRUCTURAL STEEL SHALL CONFORM TO
<br />THE LATEST AISC SPECIFICATIONS. DESIGN,
<br />FABRICATION AND ERECTION OF COLD
<br />FORMED STEEL SECTIONS SHALL CONFORM
<br />TO THE LATEST AIS SPECIFICATIONS.
<br />2. STRUCTURAL MATERIALS:
<br />WIDE FLANGE SECTIONS - ASTM A992 OR
<br />A572 GRADE 50 (Fy - 50 KSI)
<br />ANGLES / CHANNELS / PLATE -
<br />ASTM A36 (Fy=36 KSI)
<br />HOLLOW STRUCTURAL SECTIONS (TUBE) -
<br />ASTM A500 GRADE B (Fy = 46 KSI)
<br />PIPE SECTIONS - ASTM A53, GRADE B
<br />(Fy = 35 KSI)
<br />ROOF DECK - ASTM A653, GRADE 50 (Fy
<br />= 50 KSI), GALVANIZED (G60) WITH BAKED
<br />ENAMEL FINISH
<br />WALL PANELS -- ASTM A653, GRADE 50 (Fy
<br />= 50 KSI), GALVANIZED (G60) WITH BAKED
<br />ENAMEL FINISH
<br />STEEL OUTRIGGERS - ASTM A653 GR. 40
<br />(Fy = 40 KSI), GALVANIZED (G90) PER
<br />ASTM 924
<br />STRUCTURAL BOLTS - ASTM A325
<br />ANCHOR BOLTS - EXPANSION ELEMENTS FOR
<br />CARBON AND STAINLESS STEEL KB-TZ
<br />ANCHORS ARE FABRICATED FROM TYPE 316
<br />STAINLESS STEEL. THE HEX NUT FOR CARBON
<br />STEEL CONFORMS TO ASTM A 563-04, GRADE
<br />A, AND THE HEX NUT FOR STAINLESS STEEL
<br />CONFORMS TO ASTM F 594
<br />3. WELDING OF STRUCTURAL STEEL SHALL
<br />BE IN ACCORDANCE WITH LATEST ANSI /
<br />AWS D1.1
<br />4. FIELD CONNECTIONS SHALL BE BOLTED
<br />CONNECTIONS UNLESS SPECIFIED ON
<br />DRAWING.
<br />5. ALL STRUCTURAL BOLTED CONNECTIONS
<br />SHALL USE ASTM A325 BOLTS. BOLTED
<br />JOINTS SHALL BE TIGHTENED TO SNUG
<br />TIGHT PER LATEST RCSC SPEICIFICATION.
<br />6. STRUCTURAL STEEL SHALL BE SHOP
<br />COATED WITH A RED -OXIDE RUST INHIBITIVE
<br />PRIMER.
<br />7. ALL STRUCTURAL STEEL AND COLD FORMED STEEL
<br />SECTIONS CONFORM TO ASTM F 84 FIRE RATING
<br />CLASS "A"
<br />FLAME SPREAD = 0-25
<br />SMOKE DEVELOPED = 0-450
<br />MECHANICAL NOTES
<br />ELECTRICAL NOTES
<br />1. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE
<br />LATEST NATIONAL ELECTRICAL CODE OR PREVAILING CODE.
<br />2. WIRE TYPE SHALL BE THHN-THWN COPPER,
<br />3, ALL POWER WIRING SHALL BE IN METAL CLAD (MC) CABLES OR CONDUIT AS FOLLOWS:
<br />BELOW FLOOR - RIGID, ABOVE FLOOR - EMT OR METAL FLEX (AS REQUIRED).
<br />4. A SECONDARY GROUNDING CONDUCTOR SHALL BE SUPPLIED
<br />IN BUILDING BY A CONDUCTOR FROM PANEL TO FRAME TO
<br />COLD WATER PIPE, WHEN AVAILABLE, BY G.C.
<br />5. GC TO MAKE ELECTRICAL CONNECTIONS TO ROOF MOUNTED HVAC;
<br />INCLUDING LOW VOLTAGE WIRING, IF REQUIRED,
<br />6. GC TO MAKE ELECTRICAL SERVICE CONNECTION AT
<br />BUILDING ENTRY, INCLUDING MOUNTING CT, METER,
<br />AND MAIN DISCONNECT IF REQUIRED PER LOCAL CODE,
<br />7. ALL WIRING, FIXTURES, AND EQUIPMENT ARE U.L. LISTED AND A
<br />GROUND WIRE SHALL BE RUN IN ALL CONDUITS, INCLUDING FLEX.
<br />8. GC SHALL OBTAIN PERMIT AND SECURE LOCAL INSPECTIONS
<br />AND APPROVALS ON ALL ELECTRICAL WORK DONE ON -SITE.
<br />9. B.E.C. SHALL FURNISH & INSTALL ALL ELECTRICAL WIRING, CONDUIT,
<br />WIREMOLD, FITTINGS, RECEPTACLES AND SWITCHES REQUIRED FOR
<br />EQUIPMENT AND FIXTURES FURNISHED WITH BUILDING. G.C. SHALL
<br />FURNISH AND INSTALL ALL OTHER ELECTRICAL REQUIRED TO COMPLETE
<br />INSTALLATION AND LEAVE READY FOR OPERATION.
<br />10. B.E.C. SHALL FURNISH & INSTALL RECEPTACLE ON ROOF IN
<br />WEATHERPROOF ENCLOSURE THAT IS PROVIDED WITH GROUND FAULT
<br />INTERRUPTION CAPABILITY, WHETHER THROUGH THE RECEPTACLE ITSELF
<br />OR BY MEANS OF A G.F.C.I. BREAKER, THE RECEPTACLE SHALL BE
<br />WITHIN 25 FEET OF ROOFTOP EQUIPMENT PER CODE REQUIREMENTS,
<br />11. ALL PANELBOARDS SHALL BE FURNISHED WITH TYPED DIRECTORY CARDS
<br />WITH THE EQUIPMENT SERVED PROPERLY DESIGNATED. ALL DIRECTORIES
<br />SHALL BE LOCATED WITHIN THE RESPECTIVE PANEL COVER,
<br />12. GC TO FURNISH AND INSTALL W.P. DISCONNECT WITHIN SIGHT
<br />OF ALL SIGNS AS REQUIRED PER NEC ARTICLE 600.
<br />13. WORKING CLEARANCE AROUND ELECTRICAL EQUIPMENT
<br />SHALL COMPLY WITH NEC ARTICLE 110.26
<br />14. RECEPTACLES AND PHONE JACKS SHALL BE 1-24" A.F.F.\U.N.O.
<br />15, GC TO FURNISH AND INSTALL SUPPLEMENTARY GROUNDING USING
<br />APPROVED GROUND ROD PER NEC ARTICLE 250.
<br />16. GC RESPONSIBLE FOR OBTAINING A FAULT CURRENT STUDY, IF REQUIRED BY
<br />LOCAL AUTHORITIES. INTERRUPTING RATING OF SERVICE EQUIPMENT IN THIS
<br />BUILDING IS 10,000 A.I.C.S. G.C. SHALL COORDINATE WITH LOCAL UTILITY
<br />COMPANY AND DETERMINE AVAILABLE FAULT CURRENT, A REMOTE MAIN SWITCH
<br />WITH CURRENT LIMITING FUSES SHALL BE PROVIDED AND INSTALLED BY G.C., IF
<br />NECESSARY, TO LOWER FAULT CURRENT TO A COMPATIBLE LEVEL.
<br />1. BUILDING SUPPLIER SHALL FURNISH AND INSTALL
<br />DUCTWORK, AIR DEVICES AND ROOF CURB PER
<br />DRAWING M-1.
<br />2. ALL DUCTWORK TO BE SHOP INSTALLED AND
<br />SHALL BE EXTERNALLY INSULATED WITH 1 1/2"
<br />THICK, VINYL FACED, FIBERGLASS INSULATION.
<br />3. GENERAL CONTRACTOR SHALL SET IN PLACE
<br />THE ROOF MOUNTED HVAC UNIT, ONSITE.
<br />4. GENERAL CONTRACTOR SHALL OBTAIN PERMIT AS
<br />WELL AS SECURE LOCAL INSPECTIONS AND
<br />APPROVALS ON ALL HVAC WORK DONE AT
<br />JOBSITE.
<br />5. GENERAL CONTRACTOR SHALL START UP THE
<br />HVAC UNIT. BUILDING SUPPLIER SHALL WARRANTY
<br />THE HVAC UNIT.
<br />6. METAL DUCTWORK SHALL BE CONSTRUCTED OF
<br />GALVANIZED SHEET STEEL WITH A MINIMUM
<br />THICKNESS AS SPECIFIED IN TABLE M-1. THE
<br />DUCT CONSTRUCTION SHALL CONFORM TO THE
<br />REQUIREMENTS OF THE SMACNA LOW PRESSURE
<br />DUCT CONSTRUCTION STANDARD -LATEST EDITION.
<br />7. THE HVAC UNIT SHALL HAVE A FILTER IN THE
<br />FOLLOWING LOCATION:
<br />(1) FILTER SHALL BE IN THE RETURN AIR
<br />GRILL IN THE SUSPENDED CEILING
<br />8. SEE MECHANICAL CALCULATIONS AND ACCOMPANING
<br />ENVELOPE COMPLIANCE CERTIFICATE
<br />FOR EQUIPMENT LOADS.
<br />9. VENTILATING AIR REQUIREMENTS
<br />REQUIREMENTS: PER 2015 IMC RETAIL SALES
<br />NET OCCUPIABLE AREA: 174 ft2 ((174 X 0.12 ) + (7.5 X 4) =51 cfm)/.8)= 64
<br />TRANS MODEL No. 4TCC3024 RATED 800cfm WITH FRESH AIR
<br />DAMPER SET AT 10% = 80cfm PROVIDED/ 64 cfm REQ'D
<br />10. FLEXIBLE DUCT
<br />ALL FLEXIBLE AIR DUCTS SHALL BE TESTED IN ACCORDANCE WITH UL
<br />181. AND LABELED AS CLASS 1.
<br />PLUMBING NOTES
<br />FOUNDATION
<br />COMPONENT SPECIFICATIONS
<br />THIS DRAWING IS THE PROPERTY OF
<br />SAGEBRUSH BUILDING SYSTEMS OR
<br />VENTAIRE,
<br />LLC AND IS NOT TO BE
<br />1.
<br />BUILDING SUPPLIER SHALL FURNISH AND INSTALL FIXTURES
<br />1.
<br />MINIMUM ALLOWABLE SOIL BEARING SHALL
<br />1
<br />CEILING TILES
<br />PRINTED,
<br />PHOTOGRAPHED,
<br />COPIED,
<br />AND MATERIALS NECESSARY AS SPECIFIED ON PLUMBING
<br />BE 2000 PSF. IT SHALL BE THE
<br />.
<br />2 X4 GYPSUM CEILING TILES CONFORM TO:
<br />LOANED OR USED WITHOUT
<br />PERMISSION.
<br />WRITTEN
<br />PLANS WITHIN THE CONFINES OF THE MODULAR BUILDING
<br />RESPONSIBILITY OF THE OWNER GC TO
<br />ASTM C 1396, TYPE X, CLASS 1
<br />IN ACCORDANCE WITH THE PREVAILING CODE.
<br />VERIFY EXISTING SOIL CONDITION
<br />N S
<br />ASTM E 1264, TYPE XX, PATTERNS E, G
<br />2.
<br />GENERAL CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS
<br />2.
<br />CONCRETE SHALL HAVE A MINIMUM
<br />SURFACE BURNING CHARACTERISTICS (PER ASTM E 84)
<br />ELIAS
<br />R. JOH NNSSON, P.E.
<br />TO BUILDING DRAINS AS REQUIRED BY STATE AND LOCAL CODES.
<br />COMPRESSION STRENGTH AT 28 DAYS
<br />FLAME SPREAD = 5
<br />3.
<br />ADD INSULATION TO HW LINE & P-TRAP AT LAVATORY
<br />3.
<br />OF 3000 P.S.I.
<br />MINIMUM YIELD STRENGTH OF
<br />SMOKE DEVELOPED INDEX = 0
<br />RATED CLASS A
<br />101
<br />t r Street
<br />WHERE EXPOSED PIPING EXISTS.
<br />Tulsa,
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<br />4.
<br />WASTE AND VENT SYSTEM SHALL BE SCHEDULE 40 PVC.
<br />CONCRETE REINFORCEMENT IS 60
<br />2.
<br />WALL INSULATION
<br />91,-1
<br />5.
<br />WATER LINES BELOW FLOOR SHALL BE TYPE 'K' SOFT
<br />4,
<br />K.S.I.
<br />HILTI KWIK BOLT TZ KB- 4" X 5
<br />TZ 3/
<br />R-13 KRAFT FACED INSULATION
<br />ASTM C 665, TYPE il, CLASS "C", CATAGORY 1
<br />DRAWN COPPER WITH NO FITTINGS AND WRAPPED WITH 3/8
<br />ARMAFLEX INSULATION UP
<br />1 /2 ITEM NO. 00387520 3 1 /2 MIN.
<br />ASTM 196 PERMEABILITY; KRAFT - 1.0 PERMS
<br />THROUGH CONCRETE.
<br />SURFACE BURNING CHARACTERISTICS (PER ASTM E 84)
<br />6.
<br />WATER LINES ABOVE FLOOR SHALL BE TYPE L HARD
<br />EMBEDMENT SEE FLOOR FRAMING PLAN
<br />FLAME SPREAD = 25
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<br />DRAWN COPPER WITH WROT COPPER FITTINGS
<br />SHT S-1 FOR ANCHOR PLACEMENT (IF
<br />SMOKE DEVELOPED INDEX = 50
<br />AND LEAD FREE SOLDER.
<br />APPLICABLE)
<br />RATED CLASS "A"
<br />7.
<br />ALL FIXTURE SUPPLY PIPING TO HAVE 12" AIR CHAMBERS
<br />5.
<br />REBAR SUPPLIED BY OTHERS
<br />3.
<br />ROOF INSULATION
<br />>-
<br />AND SHUT-OFF VALVES.
<br />6.
<br />BOTTOM OF FOOTING SHALL BE AT
<br />POLY FACED INSULATION
<br />CC
<br />8. GENERAL CONTRACTOR TO OBTAIN PERMIT AND SECURE LOCAL OR BELOW FROST AS DETERMINED BY ASTM C 665, TYPE II, CLASS "C", CATAGORY 1
<br />INSPECTIONS AND APPROVALS ON ALL PLUMBING WORK DONE ON -SITE.
<br />LOCAL BUILDING OFFICIAL
<br />ASTM E 96 PERMEABILITY; KRAFT - 1.0 PERMS
<br />9.
<br />BUILDING SUPPLIER TO SHIP LOWEST HORIZONTAL PLUMBING CHASE PANEL
<br />7.
<br />MIN. 12" OF GRANULAR STRUCTURAL
<br />SURFACE BURNING CHARACTERISTICS (PER ASTM E 84)
<br />LOOSE TO PROVIDE FIELD ACCESS FOR PLUMBING HOOK UPS.
<br />FILL BELOW FOOTING
<br />FLAME SPREAD = 25
<br />8.
<br />95% MOD. PROCTOR COMPACTION OF
<br />SMOKE DEVELOPED INDEX = 50
<br />STRUCTURAL FILL
<br />RATED CLASS A
<br />_
<br />9.
<br />FOOTINGS TO BE BY OTHERS. SEE
<br />ARCHITECTURAL DRAWINGS FOR
<br />4.
<br />DOORS GD
<br />ENVELOPE NOTES
<br />FOOTING DESIGN
<br />DOOR: 3070 X 1 3/4" 16 GA. INSULATED METAL DOOR
<br />PEEP HOLE: DOOR SCOPE DS1000MG
<br />-
<br />FRAME: TS 3 X 2 X 3/16 - W/ FULL WEATHER STRIP AND SWEEP
<br />1.
<br />PROJECT CLOSE OUT DOCUMENTATION IS REQUIRED INCLUDING APPLICABLE
<br />BY BUILDING SUPPLIER
<br />CALCULATIONS, WSEC ENVELOPE COMPLIANCE REPORTS, AND FENESTRATION
<br />J®
<br />� 9- VA ��,
<br />91
<br />HINGES: HAGER, POTON HINGE NO.780-210 X 83
<br />NFRC RATING CERTIFICATES
<br />_ ' ti'��
<br />CLOSER: LCN #4111-RH-HEDA 90 Deg. CLR ALUM W/
<br />ADJUSTABLE DELAY ACTION CLEAR FINISH,
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<br />2.
<br />BUILDING ENCLOSURE AIR LEAKAGE TESTING IS REQUIRED FOR WSEC
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<br />PUSH SIDE MOUNT
<br />COMPLIANCE.
<br />�®,� �'Fcis-r�5L° �w�'
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<br />FINISH: PAINTED TO MATCH ADJACENT WALL
<br />o
<br />3.
<br />PROVIDE AREA CALCULATIONS THAT ACCOUNT FOR ALL SIX SIDES OF THE AIR
<br />0710812021
<br />LOCK: SCHLAGE LV9480BD06B 626 MORTISE LQCKSET. FURNISH WITH
<br />00
<br />BARRIER BOUNDARIES.
<br />CONSTRUCTION CORES WITH KEY.
<br />THRESHOLD: 1 /2" X 3" ALUMINUM W/ BEVELED EDGES
<br />o
<br />�"
<br />4.
<br />COMMERCIAL BUILDING ENCLOSURE AIR LEAKAGE TESTING SHALL BE
<br />SLOPE NOT STEEPER THAN 1:2
<br />o
<br />PERFORMED PER ASTM C779 (OR EQUIVALENT METHOD APPROVED BY THE
<br />_,
<br />Q
<br />CODE OFFICIAL) AND THE TARGET LEAKAGE RATE IS 0.25 CFM/FT2 (1.5
<br />DF3 OPTIONAL INTERIOR RESTROOM DOOR SWINGS INTO RR
<br />o
<br />L/S*M2) AT 0.3 IN. WG (75 PA)
<br />DOOR: 3070 X 1 3/4" 18 GA. INSULATED METAL DOOR
<br />5.
<br />ALL RELIEF, OUTSIDE AIR INTAKE AND EXHAUST OPENINGS SHALL BE PROVIDED
<br />FRAME: HSS 3 X 2 X 3/16
<br />WITH DAMPERS IN ACCORDANCE WITH MECHANICAL SECTION C403.7.8GRAVITY
<br />HINGES: HAGER, ROTON HINGE N0.780-210 X 83"
<br />(NON -MOTORIZED) DAMPERS WHERE THE DESIGN OUTDOOR AIR INTAKE OR
<br />CLOSER: LCN #4111-RH-HEDA 90 Deg. CLR ALUM W/
<br />'--
<br />EXHAUST CAPACITY DOES NOT EXCEED 400 CFM (189 L/S).
<br />ADJUSTABLE DELAY ACTION CLEAR FINISH,
<br />w
<br />PUSH SIDE MOUNT
<br />6.
<br />SHUTOFF DAMPERS FOR BUILDING ISOLATION: OUTDOOR AIR SUPPLY, EXHAUSTFINISH:
<br />PAINTED TO MATCH ADJACENT WALL
<br />SCHLAGE ND96BD RHO 626 LOCKSET. FURNISH WITH CONSTRUCTION
<br />c7)LOCK:
<br />�
<br />OPENINGS AND RELIEF OUTLETS AND STAIRWAY AND ELEVATOR HOISTWAY
<br />CORES AND KEYS
<br />SHAFT VENTS SHALL BE PROVIDED WITH CLASS I MOTORIZED DAMPERS IN
<br />THRESHOLD: 1 /2" X 3" ALUMINUM W/ BEVELED EDGES SLOPE
<br />C/-)
<br />w
<br />ACCORDANCE WITH MECHANICAL SECTION C403.7.8.1
<br />NOT STEEPER THAN 1:2
<br />I—
<br />7.
<br />INCLUDE THE FOLLOWING REQUIREMENTS IN PROJECT DOCUMENTS
<br />a.
<br />SUBMIT BUILDING ENCLOSURE AIR LEAKAGE TEST REPORTS TO JURISDICTION
<br />AND OWNER.
<br />5.
<br />GLAZING
<br />b.
<br />IF INITIAL TEST RESULT EXCEEDS 0.25 CFM/FT2 (1.5 L/S*M2), INDICATE THAT
<br />GLASS: 1 3/4" LEVEL 1 DOUBLE PANE SHGC=0.59
<br />m
<br />INSPECTION AND ALL PRACTICAL CORRECTIVE ACTIONS BE COMPLETED AND
<br />DOCUMENTED IN THE AIR LEAKAGE TEST REPOR.
<br />FRAME/SASH: 20 GA. SHEET METAL BY BUILDING MANUFACTURER
<br />C.
<br />IF INITIAL TEST RESULT EXCEEDS 0.40 CFM/FT2 (20 L/S*M2), INDICATE THAT
<br />ASTM A653, GRADE 50 (Fy
<br />CORRECTIVE ACTIONS SHALL ALSO INCLUDE RE-TESTINGI.
<br />= 50 KSI), GALVANIZED (G60) WITH BAKED
<br />6.
<br />INDICATE THAT CORRECTIVE MEASURES AND RETESTING MUST BE REPEATED
<br />ENAMEL FINISH
<br />co
<br />UNTIL THE TEST RESULT IS 0.40 CFM/FT2 (2.0 L/S*M2) OR LESS.
<br />e.
<br />INCLUDE AIR BARRIER TEST REPORT IN PROJECT CLOSE OUT DOCUMENTATION
<br />6.
<br />EXTERIOR CAST WALL IF APPLICABLE
<br />PROVIDED TO BUILDING OWNER.
<br />FACTORY FABRICATED POLYMER REINFORCED CEMENT PANELS
<br />NOMINAL THICKNESS: 1" AT BLOCK - 9/16" AT JOINT
<br />0-
<br />w
<br />DIMENSIONAL TOLERANCES:
<br />I.
<br />CIO
<br />LENGTH AND WIDTH - +1 /8"
<br />THICKNESS (AT BLOCK) - +5/16"
<br />CIO I—
<br />L
<br />THICKNESS (AT JOINT) - +1/8"
<br />a
<br />an
<br />SURFACE BURNING CHARACTERISTICS (PER ASTM E 84)
<br />LLJ
<br />FLAME SPREAD = 0
<br />f
<br />Q n- w
<br />SMOKE DEVELOPED INDEX = 40af
<br />RATED CLASS "A"
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<br />INORGANIC FILLERS MEET REQUIREMENTS OR
<br />FEDERAL SPECIFICATION TTP-P-403A
<br />COEFFICIENT OF THERMAL EXPANSION:
<br />C
<br />v
<br />(ASTM D-696) 5.14 X 10-6
<br />BLOCK CAST PANELS SHALL WITHSTAND A TEST OF
<br />500 HOURS OF CARBON ARC EXPOSUREOrl
<br />CD
<br />(ASTM METHOD G23)
<br />QUOTE NO.:
<br />21-0168
<br />JOB NO.:
<br />60053
<br />DRAWN BY:
<br />KRE
<br />DATE:
<br />6/25/2021
<br />SCALE:
<br />255®19®011
<br />SYSTEM I.D.
<br />NO.:
<br />KC 8 X
<br />21
<br />SHEET
<br />1
<br />OF
<br />1
<br />DWG. ® 1
<br />N0.
<br />
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