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:7=IJ=1:it•7e1:A3:lr11x03to] :7eI1&y;Ix03NIW-,A1NI0 6m0:1=17.74111•1TAIL[CI&Wx03NW-,1111[•L61e1kiI•l;j:l•]millet I
<br />RECOMMENDATIONS ARE SUBJECT TO OWNER/ CONSTRUCTION MANAGER APPROVAL. ALWAYS CONSULT
<br />9. ADDITIONAL TESTING AND INSPECTING, AT CONTRACTOR'S EXPENSE, WILL BE PERFORMED TO
<br />F. WEATHER -RESISTIVE BARRIER (WRB)
<br />DETERMINE COMPLIANCE OF REPLACED OR ADDITIONAL WORK WITH SPECIFIED REQUIREMENTS.
<br />MANUFACTURERS WRITTEN LITERATURE FOR SURFACE PREPARATION, INSTALLATION REQUIREMENTS, AND
<br />ACCESSORY MATERIALS. NOT ALL PRODUCTS MAY APPLY, VERIFY WITH ARCHITECT.
<br />1.
<br />THE WEATHER -RESISTIVE BARRIER ("WRB") SHALL BE INSTALLED CONTINUOUSLY IN A MONOLITHIC
<br />10. PREPARING FOR TEST AND INSPECTION REPORTS.
<br />STYLE. THE WRB SHALL ENCOMPASS ALL CONDITIONED SPACES ADJACENT TO THE EXTERIOR
<br />ELEMENTS; CONNECTING THE BELOW GRADE WATERPROOFING SYSTEM TO THE CONCRETE PODIUM
<br />a. ADJUSTING, CLEANING, AND PROTECTION.
<br />THE PROJECT WILL CONFORM TO THE FOLLOWING CODES AND STANDARDS:
<br />TO THE FRAMED WALL PANELS AND ROOFING. THIS INCLUDES ALL PENETRATIONS INCLUDING
<br />b. LUBRICATE HARDWARE AND MOVING PARTS.
<br />• 2015 INTERNATIONAL BUILDING CODE (IBC)
<br />WINDOWS AND DOORS AND EXTERIOR WALL PENETRATIONS. REFER TO THE BUILDING ENCLOSURE
<br />c. ADJUST OPERATING PANELS AND SCREENS TO PROVIDE ATIGHT FIT AT CONTACT POINTS
<br />• 2015 WASHINGTON STATE ENERGY CODE (WSEC)
<br />SHEETS FOR ADDITIONAL INFORMATION CLARIFYING WATERPROOFING REQUIREMENTS FOR PIPE,
<br />AND WEATHER STRIPPING FOR SMOOTH OPERATION, WITHOUT BINDING, AND
<br />• REVISED CODE OF WASHINGTON (RCW)
<br />DUCT AND SIMILAR PENETRATIONS THROUGH EXTERIOR WALLS. THESE PENETRATIONS MAY BE
<br />WEATHERTIGHT CLOSURE.
<br />ADDRESSED BY THE USE OF A TARGET DETAIL WITH SEALANT OR BY THE USE OF FLASHING PANEL
<br />EVERGREEN SUSTAINABLE DEVELOPMENT STANDARD (ESDS), VERSION 3.0.1
<br />INTEGRATED WITH THE WEATHER -RESISTIVE BARRIER SYSTEM.
<br />d. ADJUST HARDWARE FOR PROPER ALIGNMENT, SMOOTH OPERATION, AND PROPER
<br />LATCHING WITHOUT UNNECESSARY FORCE OR EXCESSIVE CLEARANCE.
<br />A. GENERAL NOTES
<br />e. CLEAN FRAME SURFACES IMMEDIATELY AFTER INSTALLING SLIDING DOORS. COMPLY WITH
<br />2.
<br />ALL SEAMS (VERTICAL AND HORIZONTAL) ARE TO RECEIVE A CONTINUOUS BEAD OF SEALANT AND
<br />MANUFACTURER'S WRITTEN RECOMMENDATIONS FOR FINAL CLEANING ANDMAINTENANCE.
<br />TO BE ROLLED OR PRESSED TO ENSURE A CONTINUOUS SEAL. REFERENCE DETAIL 9/XBE6.01,
<br />AVOID DAMAGING PROTECTIVE COATINGS AND FINISHES. RECOMMEND
<br />1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS
<br />TYPICAL.
<br />AND THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION.
<br />TEMPORARY COVERING OF SILL TRACK TO PREVENT CONSTRUCTION DEBRIS FROM
<br />CLOGGING WEEPS.
<br />3.
<br />APPROVED PRODUCTS:
<br />f. CLEAN GLASS IMMEDIATELY AFTER INSTALLING WINDOWS AND SLIDING DOORS. COMPLY
<br />2. THE BUILDING ENCLOSURE (BE) DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL
<br />a. DUPONT: TYVEK DRAINWRAP
<br />WITH MANUFACTURER'S WRITTEN RECOMMENDATIONS FOR FINAL CLEANING AND
<br />DRAWINGS AND ANY OTHER APPLICABLE DRAWINGS FOR BIDDING PURPOSES ONLY.
<br />MAINTENANCE. REMOVE NONPERMANENT LABELS AND CLEAN SURFACES.
<br />4.
<br />SUPPLEMENTAL MATERIALS:
<br />g. REMOVE AND REPLACE GLASS THAT HAS BEEN BROKEN, CHIPPED, CRACKED, ABRADED,
<br />3. DIMENSIONS PROVIDED BUILDING ENCLOSURE DRAWINGS SHALL BE USED FOR BIDDING
<br />a. DUPONT: STRAIGHTFLASH
<br />OR DAMAGED DURING CONSTRUCTION PERIOD.
<br />PURPOSES ONLY. CONTRACTOR VERIFY ALL DIMENSIONS.
<br />b. DUPONT: FLEXWRAP NF
<br />h. PROTECT STOREFRONT, WINDOWAND SLIDING DOOR SURFACES FROM CONTACT WITH
<br />c. DUPONT: FLASHING TAPE
<br />CONTAMINATING SUBSTANCES RESULTING FROM CONSTRUCTION OPERATIONS. IN
<br />4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS,
<br />ADDITION, MONITOR SLIDING DOOR SURFACES ADJACENT TO AND BELOW EXTERIOR
<br />TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK.
<br />CONCRETE AND MASONRY SURFACES DURING CONSTRUCTION FOR PRESENCE OF DIRT,
<br />5.
<br />ALTERNATE MATERIALS:
<br />SCUM, ALKALINE DEPOSITS, STAINS, OR OTHER CONTAMINANTS. IF CONTAMINATING
<br />5. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE
<br />a. CONSULT OWNER AND BUILDING ENCLOSURE CONSULTANT
<br />SUBSTANCES DO CONTACT SLIDING DOOR SURFACES, REMOVE CONTAMINANTS
<br />NOT SPECIFICALLY INDICATED, BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR
<br />IMMEDIATELY ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS.
<br />DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEWAND APPROVAL BY THE
<br />G. WINDOW PENETRATION FLASHING SEQUENCE
<br />I. RE -FINISH OR REPLACE STOREFRONTS, WINDOWS AND SLIDING DOORS WITH DAMAGED
<br />ARCHITECT AND THE BUILDING ENCLOSURE CONSULTANT.
<br />FINISHES.
<br />1.
<br />REFERENCE APPROVED WINDOW WRAP SEQUENCE - SHEET XBE5.00
<br />j. REPLACE DAMAGED COMPONENTS.
<br />6. SPECIAL INSPECTION SHALL BE PERFORMED BY A WABO CERTIFIED TESTING AGENCY DESIGNATED
<br />BY THE ARCHITECT AND APPROVED BY THE OWNER. INSPECTION AGENCIES DUTIES SHALL INCLUDE
<br />2.
<br />INSTALL A "PAN" FLASHING ASSEMBLY AT THE SILL AND PENETRATION FLASHINGS AT THE JAMBS
<br />L. AIR LEAKAGE TESTING
<br />THE FOLLOWING:
<br />AND HEAD FOR STOREFRONT AND FLANGED WINDOW ASSEMBLIES. PENETRATION FLASHING
<br />SYSTEM TO BE CONTINUOUS AT HEAD, JAMBS, AND SILL; SEAL CORNERS WITH FLEXIBLE MEMBRANE
<br />1. REFERENCE SECTION A.
<br />a. VERIFICATION OF STRUCTURAL MEMBER SIZES
<br />(SAM), PER THE WINDOW WRAP SEQUENCE. THIS PENETRATION FLASHING WILL PROTECT THE
<br />b. VERIFICATION OF SPECIFIED STRESS GRADES OF STRUCTURAL MEMBERS
<br />FRAMING AND DIRECT SUBSEQUENT MOISTURE TO THE SILL AND EJECT TO THE EXTERIOR.
<br />2. AIR LEAKAGE RESISTANCE: MAXIMUM RATE NOT MORE THAN INDICATED WHEN TESTED ACCORDING
<br />c. INSPECTION OF FRAMING ANCHORS, AND BOLTED AND NAILED CONNECTIONS
<br />TO AAMA/WDMA/CSA 101/I.S.2/A440, AIR LEAKAGE RESISTANCE TEST. REFER TO 2015 WSEC AND/OR
<br />d. INSPECTION OF SHEATHING NAILING SIZE, SPACING, AND INSTALLATION
<br />3.
<br />AFTER STOREFRONT OR FLANGED WINDOWS ARE INSTALLED, PROVIDE A CONTINUOUS SEALANT
<br />ESDS VERSION 3.0 (WHICHEVER IS MORE STRINGENT).
<br />e. INSPECTION FOR COMPLETENESS OF STRUCTURAL SYSTEM AS DESCRIBED IN THE
<br />JOINT WITH BACKER ROD AT THE INTERIOR SHOULDER OF THE WINDOW/DOOR. SIZE THE ROUGH
<br />a. MAXIMUM RATE: 0.3 CFM/SQ. FT. OF AREA AT AN INWARD TEST PRESSURE OF 1.6 LBS./SQ.
<br />CONTRACT DOCUMENTS
<br />OPENING TO ALLOW FOR THE INSTALLATION OF A SEALANT JOINT AND BACKER ROD. SEALANT
<br />FT.
<br />JOINT TO BE A MINIMUM OF 3/8". OAC RECOMMENDS A HYBRID BACKER ROD (RECOMMENDED
<br />PRODUCT. NOMACO: SOF ROD).
<br />7. PRE -MANUFACTURED, PRE-ENGINEERED STRUCTURAL COMPONENTS SHALL BE DESIGNED BASED
<br />3. TESTING AGENCY: OWNER WILL ENGAGE A QUALIFIED TESTING AGENCY TO PERFORM TESTS AND
<br />ON THE CRITERIA PRESENTED IN THE CONTRACT DOCUMENTS. THE COMPONENT DESIGNER IS
<br />INSPECTIONS. TESTING AND INSPECTING AGENCY WILL INTERPRET TESTS AND STATE IN EACH
<br />RESPONSIBLE FOR CODE CONFORMANCE, TEMPORARYAND PERMANENT BRACING AND ALL
<br />H. EXPOSED METAL FLASHING
<br />REPORT WHETHER TESTED WORK COMPLIES WITH OR DEVIATES FROM REQUIREMENTS.
<br />NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON THE ARCHITECTURAL OR
<br />STRUCTURAL DRAWINGS.
<br />1.
<br />FOR WINDOW AND SLIDING GLASS DOOR HEADS, BOTTOM WALL, DECK EDGE, ROOFING, TRIM, AND
<br />4. AIR -INFILTRATION TESTING:
<br />OTHER EXPOSED METAL FLASHINGS.
<br />a. REFER TO ASTM E 779 FOR TESTING PROCEDURE AND REQUIREMENTS.
<br />8. ALL WOOD PLATES IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE
<br />a. PROVIDE A 24 GAUGE, PRE -FINISHED SHEET METAL FLASHING WITH A "KYNAR 500" FINISH
<br />PRESSURE -TREATED WITH AN APPROVED PRESERVATIVE. ALL REPLACEMENT DECK POSTS SHALL
<br />(OR AS NOTED ON DRAWINGS).
<br />BE PRESSURE -TREATED.
<br />b. PROVIDE 0.025-INCH STAINLESS STEEL FLASHING ON ROOFS, UNLESS NOTED OTHERWISE
<br />M. MOCK-UPS
<br />IN THE DRAWINGS.
<br />1. PER ESDS, VERSION 3.0, SECTION 7.13B (OPTION #2), PROVIDE FULL-SIZE MOCK-UPS OF ALL
<br />B. SPECIFICATIONS: REFER TO PROJECT SPECIFICATION MANUAL ISSUED AS PART OF THE CONTRACT
<br />ENVELOPE PENETRATIONS, REVIEWED BY THE ARCHITECT OR INDEPENDENT ENVELOPE
<br />DOCUMENTS AND SHEETS XBE0.02 AND XBE0.03 (RECOMMENDED PRODUCT MATRIX) FOR INFORMATION
<br />I. NON
<br />-EXPOSED METAL FLASHING
<br />CONSULTANT, AND MADE AVAILABLE FOR REFERENCE ON THE CONSTRUCTION SITE THROUGHOUT
<br />SUPPLEMENTAL TO THESE DRAWINGS.
<br />THE CONSTRUCTION PERIOD.
<br />1.
<br />FOR SADDLES, BOOTS, AND OTHER NON -EXPOSED METAL FLASHINGS.
<br />C. COORDINATION: THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DETAILS AND ACCURACY OF THE
<br />a. PROVIDE A 24 GAUGE, FULLY SOLDERED SHEET METAL, HOT -DIPPED GALVANIZED G-90,
<br />N. SEALANT PULL TESTS
<br />DRAWINGS; TO CONFIRM AND CORRELATE ALL QUANTITIES AND DIMENSIONS; FOR SELECTING
<br />UNLESS NOTED OTHERWISE IN THE DRAWINGS.
<br />FABRICATION PROCESSES; FOR TECHNIQUES OF ASSEMBLY; AND FOR PERFORMING THE WORK IN ASAFE
<br />AND RESPONSIBLE MANNER.
<br />2.
<br />EXTERIOR WALL PENETRATION FLASHING PANELS (WHERE APPLICABLE).
<br />1. CONDUCT PULL TESTS TO VERIFYADHESION.
<br />a. WEATHERPROOFING PRODUCTS INC.: QUICKFLASH
<br />D. DISCREPANCIES: IN CASE OF DISCREPANCIES BETWEEN THE GENERAL NOTES, SPECIFICATIONS, PLANS,
<br />2. ARRANGE FOR SEALANT MANUFACTURER, APPROVED REPRESENTATIVE, OR BUILDING ENCLOSURE
<br />DETAILS, OR REFERENCE STANDARDS, THE ARCHITECT/ENGINEER SHALL DETERMINE WHICH SHALL
<br />CONSULTANT TO PERFORM TESTS.
<br />J. INTERIOR
<br />VAPOR BARRIER
<br />GOVERN. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING ENCLOSURE
<br />CONSULTANT AND ARCHITECT BEFORE PROCEEDING WITH THE WORK.
<br />3. CONDUCT PERIODIC PULL TESTS THROUGHOUT THE COURSE OF CONSTRUCTION. RECOMMEND
<br />•
<br />NOTE: PER TYPICAL AIR BARRIER REQUIREMENTS, CEILING FIXTURES TO BE ABAA-CERTIFIED OR
<br />MINIMUM THREE (3) TESTS.
<br />SEALED TO GWB CEILING, TYPICAL.
<br />E. THE AIR BARRIER SYSTEM
<br />1.
<br />VERTICAL / HORIZONTAL VAPOR BARRIER (IF DIFFERENT FROM THE WEATHER -RESISTIVE BARRIER -
<br />4. COORDINATE WITH SEALANT MANUFACTURER'S INSTALLATION DOCUMENTS REGARDING SURFACE
<br />1. THE AIR BARRIER SYSTEM SHALL HAVE THE FOLLOWING CHARACTERISTICS, PER THE 2015
<br />SEE SECTION A).
<br />PREPARATION AND PRIMING REQUIREMENTS.
<br />WASHINGTON STATE ENERGY CODE, SECTION C402.5.1.
<br />2.
<br />APPROVED PRODUCTS:
<br />O. SITE VISITS
<br />a. RECOMMENDED: BENJAMIN MOORE: ULTRA SPEC LATEX VAPOR BARRIER PRIMER SEALER
<br />2. THE CONTRACTOR SHALL ADDRESS JOINTS, JUNCTURES AND TRANSITIONS BETWEEN MATERIALS,
<br />573 (PVA PAINT) - MEETS OR EXCEEDS ESDS v3.0 VOC LIMIT (100 g/L).
<br />PRODUCTS AND ASSEMBLIES FORMING AN AIR -TIGHT ASSEMBLY OF THE BUILDING ENCLOSURE.
<br />1. CONTRACTOR RESPONSIBLE FOR SCHEDULING PERIODIC SITE VISITS FOR BUILDING ENCLOSURE
<br />a. IT MUST BE CONTINUOUS, WITH ALL JOINTS SEALED.
<br />CONSULTANT WITH A CONTRACTOR REPRESENTATIVE TO DISCUSS THE AS -BUILT CONDITIONS,
<br />b. IT MUST BE STRUCTURALLY SUPPORTED TO WITHSTAND POSITIVE AND NEGATIVE AIR
<br />K. WINDOW &STOREFRONT TESTING
<br />DETAILS, AND SITE QUESTIONS.
<br />PRESSURES APPLIED TO THE BUILDING ENCLOSURE.
<br />1.
<br />FIELD WATER PENETRATION RESISTANCE TESTING
<br />2. THE FOLLOWING "MILESTONES" ARE TO BE COORDINATED WITH OAC TO MAKE SITE OBSERVATIONS
<br />3. THE TYPICAL LINE OF THE AIR BARRIER SHOULD BE TREATED AT THE EXTERIOR OF THE WALL
<br />ONCE COMMENCED (1-2 DAYS AFTER PHYSICAL INSTALL START)
<br />(WEATHER -RESISTIVE BARRIER), INTEGRATED WITH THE GLAZING AND PENETRATIONS, AND
<br />2.
<br />PERFORMANCE REQUIREMENTS:
<br />a. BELOW -GRADE WATERPROOFING SYSTEM (BENTONITE PANEL, DRAINAGE MAT,
<br />CONNECTED TO THE ROOF ASSEMBLY (AT TOP PLATE TO RAFTER CONNECTION - ATTIC SPACE NOT
<br />j. GENERAL: PROVIDE FIBERGLASS WINDOWS CAPABLE OF COMPLYING WITH
<br />PENETRATIONS THROUGH SYSTEM, TRANSITION DETAILING, DRAINAGE TIE-IN)
<br />INCLUDED) AND POST -TENSIONED CONCRETE PODIUM SLAB (WHERE APPLICABLE). SUBSEQUENT
<br />PERFORMANCE REQUIREMENTS INDICATED, BASED ON TESTING MANUFACTURER'S
<br />b. HORIZONTAL WATERPROOFING SYSTEM (LAYOUT AND PRE -STRIPPING, INITIAL INSTALL
<br />LOWER FLOORS ARE ENCOMPASSED IN THE AIR BARRIER THROUGH THE CONCRETE CAST -IN -PLACE
<br />WINDOWS THAT ARE REPRESENTATIVE OF THOSE SPECIFIED, AND THAT ARE OF TEST
<br />AND DETAILING, TERMINATIONS)
<br />SLAB & FOUNDATION WALLS, AND EXTERIOR WALL ASSEMBLIES, SIMILAR TO AS NOTED ABOVE.
<br />SIZE REQUIRED BYAAMANVDMA 101/I.S.2/NAFS.
<br />c. PANEL WATERPROOFING, ROUGH OPENING PENETRATION FLASHING, WINDOW
<br />PENETRATIONS WITHIN SHARED PARTY WALL GWB SHOULD BE MINIMAL TO PREVENT LATERAL AIR
<br />k. NO WATER LEAKAGE AS DEFINED IN AAMA/WDMA/CSA REFERENCED TEST METHODS AT A
<br />INSTALLATION (INSTALLED OFF -SITE - VISITS TO BE COORDINATED WITH
<br />LOSS BETWEEN UNITS AND PENETRATIONS THROUGH THE GWB WALLS AND CEILINGS ARE TO BE
<br />WATER TEST PRESSURE EQUALING THAT INDICATED, WHEN TESTED ACCORDING TO
<br />INSTALLER/CONTRACTOR, TYPICAL)
<br />SEALED AND PRECISE.
<br />AAMA/WDMA/CSA 101/I.S.2/A440, WATER PENETRATION RESISTANCE TEST.
<br />d. WEATHER -RESISTIVE BARRIER TIE-IN (ON -SITE DETAILING, SLAB EDGE, TERMINATIONS,
<br />TIE-IN TOOTH ER SYSTEMS)
<br />4. COMPONENTS TO BE ADDRESSED ARE AS FOLLOWS (BUT NOT LIMITED TO):
<br />3.
<br />TESTING SERVICES: TESTING AND INSPECTION OF INSTALLED WINDOWS AND SLIDING DOORS SHALL
<br />e. ALUMINUM STOREFRONT OR CURTAIN WALL SYSTEMS (PENETRATION FLASHING, SUB SILL
<br />a. TOP PLATE OF TOP FLOOR - SPRAY FOAM LID (FROM ATTIC)
<br />TAKE PLACE AS FOLLOWS:
<br />PAN INSTALLATION, INTEGRATION WITH WRB)
<br />b. RIM JOIST BAY AT EXTERIOR WALLS
<br />a. TESTING METHODOLOGY: TESTING OF WINDOWS FOR WATER RESISTANCE SHALL BE
<br />f. ROOFING (VAPOR BARRIER, INSULATION, PROTECTION LAYER, DRAINAGE DETAILING,
<br />c. PERIMETER OF STUD BAYS AT EXTERIOR WALLS
<br />PERFORMED ACCORDING TO ASTM E 1105.
<br />TRANSITIONS, PARAPETS, OVERBURDEN)
<br />d. BASE OF WALL AT GROUND FLOOR
<br />e. WINDOW & DOOR PENETRATIONS
<br />4.
<br />FIELD WATER RESISTANCE TESTING PRESSURES:
<br />3. REQUIRES MINIMUM 24 HOURS NOTICE PRIOR TO SITE VISIT
<br />f. EXTERIOR WALL PENETRATIONS (HOSE BIBS, SPRINKLERS, LIGHT FIXTURES, PIPES, ETC.)
<br />a. FIBERGLASS -FLANGED WINDOWS AND SLIDING GLASS DOORS - FIELD WATER RESISTANT
<br />VENT PENETRATIONS THROUGH EXTERIOR WALL
<br />TEST PRESSURE = AS INDICATED ON THE MANUFACTURER -PROVIDED LABEL BUT NO LESS
<br />4. CLIENT TO PROVIDE REPORT DISTRIBUTION LIST
<br />THAN 3.0 PSF.
<br />h
<br />h. PENETRATIONS THROUGH CONCRETE WALLS (WITH ADJACENT CONDITIONED SPACE).
<br />b. ALUMINUM WINDOWS - FIELD WATER RESISTANT TEST PRESSURE = AS INDICATED ON THE
<br />MANUFACTURER -PROVIDED LABEL BUT NO LESS THAN 6.24 PSF.
<br />5. ALL BUILDINGS ARE TO BE TESTED, PER C402.5.1.2 BUILDING TEST.
<br />a. PER ESDS (OWNER OPTION) SECTION 5.1A, "OBTAIN ONE ADDITIONAL CREDITS
<br />5.
<br />FIELD WATER RESISTANCE TESTING PROCEDURES:
<br />FROM 2015 WSEC SECTION C406 -ADDITIONAL EFFICIENCY PACKAGE OPTIONS." 2015 WSEC
<br />SECTION C406.9 REDUCED AIR INFILTRATION REQUIRES THE WHOLE BUILDING
<br />a. TEST PRESSURE: TWO-THIRDS TIMES DESIGN TEST PRESSURE REQUIRED TO DETERMINE
<br />PRESSURIZATION TESTING MEETS AN AIR LEAKAGE RATE OF THE BUILDING ENVELOPE
<br />COMPLIANCE WITH AAMA/WDMA/CSA 101/I.S.2/A440 PERFORMANCE GRADE INDICATED OR
<br />THAT SHALL NOT EXCEED 0.25 CFM/FT2 AT 75 PA (50 PA FOR IRC BUILDINGS)..
<br />AS SPECIFIED.
<br />b. TESTING SHALL BE IN ACCORDANCE WITH ASTM E779 OR AN EQUIVALENT METHOD
<br />b. ALLOWABLE WATER INFILTRATION: NO WATER PENETRATION.
<br />APPROVED BY THE CODE OFFICIAL.
<br />c. IF THE TEST RATE EXCEEDS THAT DEFINED HERE, A VISUAL INSPECTION OF THE AIR
<br />6.
<br />TESTING EXTENT: ONE FLANGED WINDOW AND SLIDING DOOR AND STOREFRONT OF EACH TYPE
<br />BARRIER SHALL BE CONDUCTED AND ANY LEAKS NOTED SHALL BE SEALED TO THE
<br />(TYPICALLY LARGEST, MOST COMMON CONFIGURATION) AS SELECTED BY ARCHITECT OR BUILDING
<br />EXTENT PRACTICABLE. AN ADDITIONAL REPORT IDENTIFYING THE CORRECTIVE ACTIONS
<br />ENVELOPE CONSULTANT. TESTING SHALL OCCUR AFTER PERIMETER SEALANTS HAVE CURED.
<br />TAKEN TO SEAL AIR LEAKS SHALL BE SUBMITTED TO THE BUILDING OWNER AND THE CODE
<br />OFFICIAL AND ANY FURTHER REQUIREMENT TO MEET THE LEAKAGE AIR RATE WILL BE
<br />7.
<br />FAILED WATER TESTED ASSEMBLIES SHALL BE CORRECTED OR REPAIRED ON A WHOLESALE BASIS
<br />WAIVED.
<br />BY THE MANUFACTURER AND CONTRACTOR, AND BE RE -TESTED UNTIL SPECIFIC WINDOW TYPE
<br />PASSES TWO CONSECUTIVE TESTING WITHOUT A FAILURE.
<br />5. REFERENCE SHEET XBE0.04 FOR TYPICAL LINE OF THE AIR BARRIER AND SHEET XBE7.00-7.01 FOR
<br />TYPICAL CONNECTION DETAILS.
<br />8.
<br />REMEDIATE OR REMOVE AND REPLACE NON -COMPLYING WINDOWS AND DOORS AND RE -TEST, AS
<br />SPECIFIED ABOVE.
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<br />GENERAL
<br />BUILDING
<br />ENCLOSURE
<br />NOTES
<br />2020-1009 PERMIT SET
<br />THE UNDERSIGNED HAS
<br />PROVIDED
<br />BUILDING ENCLOSURE DOCUMENTS
<br />THAT, IN MY PROFESSIONAL
<br />JUDGEMENT, ARE APPROPRIATE TO
<br />SATISFY THE REQUIREMENTS OF RCW
<br />64.55.005 THROUGH 64.55.090.
<br />a Mon T000mmmc0--1
<br />COPYRIGHT© 2019 OAC SERVICES, INC.
<br />THESE DOCUMENTS, THE IDEAS AND DESIGNS INCORPORATED
<br />HEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OF
<br />OAC SERVICES, INC. AND ARE NOT TO BE USED IN WHOLE OR IN
<br />PART WITHOUT WRITTEN AUTHORIZATION OF OAC SERVICES, INC
<br />DESIGN
<br />KRM
<br />DRAWN
<br />KRM
<br />CHECK
<br />XBEO,01
<br />OAC PROJ. No.
<br />R12-2o0��70�
<br />
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