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<br /> WATER PENETRATION RESISTANCE FIELD TESTING '
<br /> A 4'-0" 14'-0" B 4'-0" D co The following testing will be performed on the building at the owner's expense and separate contract with testing
<br /> -1 A -;/ A 1 A • agency. The contractor shall make the site ready for testing per the following protocol.
<br /> SF-A SF-B SF-A
<br /> At least 1 window of each type will be tested per the following specified field test pressures in accordance with the
<br /> current version of ASTM E 1105.
<br /> i II II II I� 1 II II I II III
<br /> f II I I II II I I 6.0 psf for storefronts
<br /> - i Level 2 6.0 psf for swing doors
<br /> 6.0 psf for windows and sliding doors
<br /> 133 - 6
<br /> ' d a ' d . 4 "a ° o a These pressures should be placed on the purchase order prior to ordering the windows and doors.
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<br /> I I ° ° = ° n n a< n d a Procedure B (cyclic) test will be used for 4 cycles each 5 minutes in duration, with to pressure reduced to 0 psf for 1
<br /> ° n_a ° ° no _a aT a` '_ -_ - - ° _ __ _ __ ____ \ minute between cycles. For storefront, Procedure A(uniform) test will be used for a single cycle not less than 20
<br /> _ ` ,d a °° ° °° e ° d a a , a -a minutes in duration. The initial test will be inclusive of both installation interface and window product. In the case of
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<br /> 4 • failure (devined in ASTM 1105), the representative sample will be expanded to five (5) specimens inorder to obtain
<br /> - .. ° o -" S1.1 a .a- a ° • • - �- -- -- y___ -_��� - statistical conficence in remedial repairs if needed. In the case of failure, the responsible party will be held financially
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<br /> ' a d - a d °ate 4 - __ - _ _ e Q liable for the cost of retesting, and any related wall assembly or cladding deconstruction needed to obtain passing
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<br /> - • _ ° - - - MOMM=MMM =M--a1�MM1�Mi�®Os®M=�ppac=M - results. The test specification supercedes AAMA Voluntery Specification for Field Testing. The test results will be
<br /> reviewed by the Architect
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<br /> _ withreach of the current ADA 1. TrV Trickle Vent (Vents shall
<br /> , 1' . > a ° _ - 2.) Operable windows shall be installed with hardware limiting the opening to prevent passage of a 4 sphere, OR The
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<br /> .. -: .°a - �, " '_. a_ _' - n - o ° --- -_ -- - - - ° T.O. South Ent 3. Safetyglazingshall be installed per IBC Ch 24 tables 2406.2(1) and 2406.2(2)
<br /> ' --_ -�-- - 118' ) On all operable windows; Controls shall be located within accessibility reach range 15 to 48 AFF.
<br /> Level 1 -�� . _ _ _ _ _ _ _ _ _ _
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<br /> ' 6" d 4 a a 117' - 6" ) Trickle Vent hood or vent weather protection (If Applicable) shall be provided and installed prior to window
<br /> 4.
<br /> 117 - -I I I_i i i-,,,-
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<br /> I I 1=1 I I=I (=1 11-I 11=1 I I-1 11=1 I ICI i 1=1 i I ,_14.., installation. Hoods shall be set embed in sealant.
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<br /> 6.)All new fenestration shall be NFRC 100 tested, certified and labeled: per 2015 Washington State Energy Code
<br /> 303.1.3.
<br /> 7.)All glazing shall have a required max. SHGC 0.35 as required by 2015 Washington State Energy Code C403.4.
<br /> Note: Per IBC 2406.4 Hazardous Locations: Safety glazing is required in operable panels and storefront
<br /> ® EAST ELEVATION - STOREFRONT windows adjacent to doors (Typ.).
<br /> 3/16" = 1'-0"
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<br /> Permit Set
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<br /> IIIC:rII III III III III III 1II III II III III III III II III��` a ° I -III - - Joshua S.Scott
<br /> 4 \ ' ° ° 1 STATE OF WASHINGTON
<br /> T.O. South Ent I ° ���" - a - - - _Q -' ° 3) _
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<br /> 118' - 8" Entry
<br /> - -I - _ � . , 4. n ° Level 1 AL
<br /> 11- 11 I'"i'I III` °1. ( 1 I I ''--) r - , , , - , 117' - 6"
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<br /> 0 0 SOUTH ELEVATION - STOREFRONT WEST ELEVATION - STOREFRONT
<br /> 3/16" = 1'-0" TYP 3/16" = 1'-0" ,
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<br /> A7.07
<br /> \ 1 Level 2 \\ Level 2 Level 2 Level
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<br /> 7\ / o �/ j/ // // 3� // DEVELOPMENT
<br /> 6 / / t A7.07 / A7.07 I 1830 BICKFORD AVE,
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<br /> SUITE 201
<br /> \ \ d' a .� ° n ., \ \ SNOHOMISH, WA 98290
<br /> \ \ a �. d ° .° EQ EQ EQ EQ EQ EQ 206.755.1290
<br /> 4'-0" EQ EQ EQ EQ
<br /> / / / / Jr / / _ ° °" ,_ °-. a ° ° . e 4od , a T.O. South Ent / / / 20(o" / / /
<br /> 7 14'-0" EQ EQ EQ EQ EQ 118' - 8" / /
<br /> A7.07 1 /L / / / / I / /
<br /> I / 1T-7"
<br /> / 1020 North Broadway
<br /> SF A DETAIL Everett,WA 98403
<br /> 3/8-" = 1'-0" I
<br /> EDSF - B DETAIL SF - C DETAIL SF - D DETAIL
<br /> 3/8" = 1'-0" © 3/8" = 1'-0" ® 3/8" = 1'-0" STOREFRONT SCHEDULE&
<br /> DETAILS
<br /> STOREFRONT SCHEDULE
<br /> MARK MFR MODEL COUNT LENGTH 1 MATERIAL j COLOR/FINISH ASSEMBLY DATE: Issue Date
<br /> A Kawneer VG-451 2 4'-0" Aluminum #14 Clear/AA-MI021A41 Center Set Shear Block
<br /> B Kawneer VG-451 1 14'-0" Aluminum #14 Clear/AA-M1021A41 Center Set Shear Block
<br /> C Kawneer VG-451 1 1T-7" Aluminum #14 Clear/AA-M1021A41 Center Set Shear Block
<br /> SHEET:
<br /> D Kawneer - VG-451 - 1 20'-0" Aluminum #14 Clear/M-M1021A41 Center Set Shear Block A7 .
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<br /> Grand Total: 5
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