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<br /> - Permit#: 81603-023-61603-�
<br /> a Site Address: �SAB�N�A ARTtMENTS�A M
<br /> J � e ■ T�enant: CASABLAN�`APARTME[VTS
<br /> Rpp.Date: 3/9/2Q16
<br /> 1. All work shall conform with re uirements as set forth in International Buildin Code, as amended b the State of PROJECT/OWNER: Casablanca Apartments
<br /> BUILDING L&M: ENVELOPE REPAIRS: � ' I i Praposed Use: COMMERCIAL
<br /> Q g Y Descriptian: REH ��1TATIVECONST-CASABLAN�`APT
<br /> Washington and the City of Everett. All electrical work shall conform with local Code. Owner shall pay for Building ADDRESS 10710 Evergreen Way 1) Exterior Wall Cladding: Remove & replace with pre-finished fiber cement siding,
<br /> Permit to be obtainecl by Contractor. Contractor shall obtain and pay for all other necessary �ermits and coordinate alf Everett, WA, 98204 building paper, trim, and metal flashings including miscellaneous appurtenances.
<br /> re uired ins ections with a ro riate authorities. a) Replace damaged gypsum wall sheathing as required on Allowance per Provide fire rated construction assemblies at all locations as described herein. � aate: J ��
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<br /> PROPERTY Casablanca LLC. Architect. construction shall strictly conform with referenced assemblies. Rev�e ed B .
<br /> i New wall sheathin 5/8" T e X DensGlass Gold �_office set �o�site set Fire/Planning Set
<br /> 2. The Contractor shall verify all dimensions and conditions at job site including building and site conditions prior to Contact: Mr. Andrew Hermer � g - Yp
<br /> commencing work. All discrepancies shall be immediately reported to the Architect before proceeding with work. ii) Repair interior gypsum wallboard (GWB) at all locations where nail pops 1. One Hour Rated Exterior Wall Assemblies (Building L&M �nly):
<br /> , occur due to deck repairs. This work is executed on allowance. ,,� ,� :,.�,,,, .��
<br /> ' Unless expressly stipulated, no additional allowance will be made in Contractors favor by virtue of errors or omissions b Install fiber cement anel and lank includin Reveal Claddin S stem. La and Panel: Per GA File WP 8105 � n 1
<br /> which should be discovered durin the re aration of the bid, and directed to the attention of the Architect in a timel ARCHITECT: The Soltner Group, Architects Inc. � p p g g y p°
<br /> g p p Y 2 Suildin Pa er WRB and Self-Adhered Membrane SAM 1333 N Northlake Way Suite A
<br /> manner for clarification. 1333 N. Northlake Way, Suite A ) g p � � � � �
<br /> Seattle, WA, 98103 a) Apply SAM over sheathing at inside and outside corners, at sheet metal transition Exterior: 5/16" thick cementitious lap and panel siding per elevations over WRB over Seattle, Washington 98103
<br /> 3. Contractor shall provide temporary support and bracing as required until all permanent structural components have 206.547.7288 flashing and behind mounting blocks. new gypsum sheathing. Where new gypsum sheathing is applied it shall be 5/8"
<br /> been er�cted. Contact: Mr. Keith Soltner b) Install building paper throughout and over SAM. Type "X" Dens-Glass Gold sheathing applied parallel to studs over existing with 1- phone 206 547 7288
<br /> � 3) Sealant at building joints: 3/4" galvanized roofing nails, .120" shank, 7/16" or 1/2" heads 4" on center at vertical
<br /> CONSTRUCTION TYPES: Residential - T e V a) Provide sealant and backer rod or bond breaker tape at the following locations: joints and plates and 7" on center at intermediate studs over existing 2x6 wood studs
<br /> 4. Contrac�tor shall provide complete weather protection for duration of the project for all building interiors and YP fax 206 547 0833
<br /> compor�Pnts. Such protection shall include tarping, tenting, and temporary constructions as required. Interior areas i} Siding to transitions. @ 16" on center.
<br /> shall bf:; constantly and completely protected from adverse weather conditions. Contractor shall provide damage CODE: IBC 2012 as amended by the State of Washington and the ii) Misc. locations as occur in order to make the assembly water resistant.
<br /> rotection for all areas of the buildin s and rounds durin construction includin tar in barriers and tem orar City of Everett 4) Flashings: Provide sheet metal flashings to protect projections, but not limited to: interior: Assume existing 5/8" Type "X" �ypsum wallboard over existing 2x studs @ ���� �a�� oq�q� ,u,
<br /> p g g g g p g' p y a) Window and SGD heads. 16" on center. Where interior fiinishes are removed for work replace with 5/8"Type ��� � � �
<br /> constructions such as chutes and screens. Any item or component damaged during construction shall be replaced in � ��' � ; ��~��� �� �
<br /> ZONING DESIGNATION: E-1 Ever reen Wa Buildin Setback Re uirements 15' from b) Mounting blocks "X" gypsum waliboard applied with 1-7/8" long, .0915" shank, 1/4° head screws at 7" � � � ��.�� � � ���
<br /> l i k e-k i n c� b y C o n t r a c t o r a t n o a d d i t i o n a l c h a r g e t o t h e O w n e r. � g Y� g a � �
<br /> Residentially Zoned Lot (EMC 318.030) c) Siding terminations on center. Provi de spray app lie d P V A va�,or barrier an d tex ture an d pain t to ma tc h - � `" �
<br /> . d} Tops of foundation walls unless indicate to be EasyTrim. existing conditions. � � � � = �'� ����"� _
<br /> 5. Contractor shall coordinate material e ui ment and dum ster la out areas with owner re resentative rior to �°�;����° � � M
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<br /> commencement of work. Layout areas shall be securecf and safe from vandalism. LOT AREA: 13.77 Acres or 600,004 SQFT., e) Wall transitions to horizontal concrete surfaces such as patios and entry �- ���� ���_������������������
<br /> walkways. 2. Typical Unit Deck Assembly: Per GA File FC 5420
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<br /> 6. Contractor shall keep the site clean and free of debris at all times. Trash and surplus materials shall be removed from PARKING: Total Number ofi parking spaces 553 f) Exhaust vents and vent hoods: ���;
<br /> the site immediately. No build-up of debris on or around the site shall be allowed. Haul and dump all materials in 543 parking spaces (aver. size 8 '/2 x 15) i} Remove and replace wall hood and louvers at exhaust vents. One layer 5/8" type X gypsum soffit board applied at righj angles to 2x10 wood joists
<br /> manner that prevents spillage in conformance with local Ordinance. ii) Provide hoods with flashing flanges at all exhaust vent penetrations. 16" o.c. with 6d coated nails, 1 7/8" long 0.0915" shank, /a" heads, 6" o.c. Wood
<br /> OCCUPANCY: R-2 iii) Connect and seal duct to new wall hood. joists supporting 1" nominal wood subfloor and 1" nominal wood finish floor, or 19/32"
<br /> 7. Drive lanes, fire lanes, building entry, exterior zxit ways and parking access shall be kept clear throughout course of g) General locations to prevent moisture from entering walf and/or redirect water to plywood finished floor with long edges T&G and 15/32" interior plywood with exterior
<br /> construction.
<br /> PARCEL NUMBER: 28042400201300 & 28042400201600 the exterior. glue subfloor perpendicular to joist and joints staggered.
<br /> h) Saddles.
<br /> 8. Contractor shall protect existing plantings and site constructions through course of construction. Landscaping or site 5) Framing: �
<br /> constructions damaged through course of construction shall be replaced in like-kind. SCOPE OF REPAIR: a) Remove and dispos� of existing deck guardrails.
<br /> b) Remove and dispose of 1 x fascia.
<br /> 9. All means of egress shall be constantly and continuously maintained operational. This shall include corridors, BUILDING A- K: WOOD FRAME DECK REPAIRS: c) Remove and dispose of existing plywood deck sheathing. 7
<br /> 1 Exterior Wall Claddin Remove & re-install of vin I sidin and accessories as d) Protect in place:
<br /> stairways, exit ways, walk paths and egress windows. Coordinate scaffolding and other temporary constructions as ) g� y g i} Existing joists. �
<br /> required to maintain operation ofi egress windows and exit doors. required for deck repairs, waterproofing, damaged gypsum replacement, �
<br /> downspouts, flashing, and door removal and install. 6) Building M, 012 & 014 Deck Stacks Full Height- Remove and dispose of decayed �
<br /> 10. Fire alarm and s rinkler s stems shall be maintained o erational throu h the course of the work. In the event either a) Remove and re-install downspouts. deck framing demising, and end walls. @ at
<br /> p y � g a Studs, deck oist, base lates, and beams re uire re lacement. AFF above finished floor OC on Center
<br /> system cannot be made operational by end of working day a fire watch shall be maintained until such systems are fully b) Remove and re-install vinyl siding and trims around sliding glass doors � � p a p
<br /> restored. � i) Code siding to allow for reinstallation in same location as removed.
<br /> i} Provide new base &top plates ALT alternate PIP poured in place � B
<br /> » ii) New 2x4 studs 16" o.c. ASSY assembl ���� prepare
<br /> c) Remove and re-install minimum 12 siding at bottom of walls and at decks as Y
<br /> 11. In areas where decay or defective construction is found Contractor shall contact Architect and/or Structural Engineer required to install new base flashings. iii) New 4x beams at deck levels PT post tensioned
<br /> CONT continunus
<br /> prior to proceeding with repairs. Unless otherwise indicated, all decay repairs shall be performed on a time and d) Remove and re-install around adjacent corners as required to install new flashing iv) New attachments per Structural Engineer DD abandon deck drains & piping �'PT pressure treated
<br /> materials basis based on Architect's direction. All work shall be performed in conformance with Code and shall be boots and rail connections. v) New 7/16" CDX plywood sheathing. p(�(a dens-glass gold ��Q�D required '
<br /> e Remove & re-install minimum two 2 courses at to of wall beneath ali decks as vi) New 5/8" "X" gypsum sheathing. RO rough openin� �
<br /> coordinated with local Inspector as required. Contractor shall photograph and document conditions and work at such ) � ) p DS downspout -
<br /> areas through daily logs or other approved method. required to inspect for damage. b) Joists at decks: EA each R&R remove & reinstall A� �
<br /> f} Replace damaged gypsum wall sheathing on Allowance as identified where vinyl i) �ecks •ver gara�e have 2x1� j�ists 16" o.c. perpendicular to SGD wall. E� equal SAF self-adhered flashing `''�� W
<br /> 12. Repair/Restoration: siding removal occurs. ii U er floor deck have 2x10 'oists 16" oc. Parallel to SGD wall. SGD sliding glass door
<br /> i) New wall sheathing - 5/8" Type X DensGlass Gold � pp � EXT exterior
<br /> iii) Remove decayed rim joists. EX, EXIST existing SHTG sheathing �
<br /> a. VVhere noi otherwise indicated, Contractor shall re air and restore finishes to match existin conditions. ii) Repair interior gypsum wallboard (GWB) at all locations where nail pops (�
<br /> p 9 iv) Where deck framing is perpendicular to k�uilding walls remove joist to blocked SIM similar
<br /> , occur due to deck repairs. This work is executed on allowance. FOF face of framing
<br /> wall including blocking. �T foot �S stainl�sS Steel �
<br /> b. All areas af work shall be re aired/restored in conformance with current code, a licable industr standards g) Extend vinyl siding demolition if damaged sheathing is observed and re-install as � g � p y • y T&G ' tongue & groove � �
<br /> p Pp Y c Where framin is arallel and deca is limited remove area of deca and brace
<br /> �nd manufacturer's rinted recommendations. directed by Architect on Allowance. GA gauge
<br /> P wall above in place to install new rim. TK tight knot � �
<br /> 2) Building Paper (WRB) and Self-Adhered Membrane (SAM) GALV galvanized
<br /> 7) Remaining deck stacks walls: TYP typical
<br /> c. �;ontractor shall remove all existing trim, siding, flashings and other components as required to complete work a) Apply SAM over sheathing at inside and outside corners, at sheet metal transition a) Assume end wall framing remains. GW� gypsum wall board �
<br /> r.�er lans. An existin com onents to be re-used shall be reviewed for dama e and re�ected if found to be flashing. GYP sum UON unless otherwise noted
<br /> p Y 9 p 9 1 b) Replace damaged sheathing on allowance. JYp �
<br /> �efective in an wa Material dama ed b Contractor removal shall be re laced in like-kind at no additional b) Install one layer of Grade "D" 60 wrap throughout the exposed sheathing V�RT vertical �
<br /> . Y Y• 9 Y P 8) Typ. Deck Framing (except for M012 & 014 deck stakes noted above): HDG hot dipped galvanized _
<br /> -;ost. locations and over SAM as indicated on plans. W/ with
<br /> a) Remove and dispose of existing deck guardrails. LOC location
<br /> 3) Framing: b) Remove and dispose of all trim. MAX maximum �� waterproof
<br /> d. :.:xisting items to be re-used shall be carefully removed and temporarily stored in a secure, dry area. a) Remove and dispose of existing deck guardrails. c Remove and dis ose of existin I wood deck sheathin VIP verifiy in field � �
<br /> �d�horoughly clean all items inciuding sanding or stripping as required to remove rust or built-up debris. Prime b) Remove and dispose of 1x fascia trim. � p g p y g� MEM� membrane
<br /> d) Protect in place: MIN minimum � �
<br /> .,.,,� n.,,.,+ .,�� .."I�..,.,i-,..r! fi.,i�.h..�. r,,. ��,,,.,f;,..,+,,,r� �+ n�„ fi.,i.+hr..-1 ,+,,,-.,,. +,,,,,,h „n ,.,,+h .�,�+,.h;�n �,,,�+ c) Remove and dispose of existing plywood deck sheathing. i) Existing 2x10 joists at 16" o.c.
<br /> d) Protect in place: NIC not in contract
<br /> � � � e) Cut top of joists to create a +/- 3/16" per foot slope to drain. N�fS not to Scale o/over
<br /> i) Existing cantilevered joists. i) Assume decks are 4' wide. Maximum depth at ends will be a 3/a" cut. �
<br /> e) Cut top of joists to create a +/- 3/16" per foot slope to drain. f) Provide blocking and rail attachment connections as indicated on the plans.
<br /> i) Assume decks are 4' wide. Maximum depth at ends will be a 3/a" cut. g) Provide two layers T&G plywood deck sheathing (1/2" over 3/4"). Glue & screw to �
<br /> 1. All work shall conform with Cit of Everett Ener Code and Washin ton State Air Qualit and Ventilation Code, latest f) Provide blocking and rail attachment connections as inclicated on the plans. �
<br /> Y 9Y 9 Y joists. Block all cut edges. �
<br /> editionJ. g) Provide two layers T&G plywood deck sheathing (1/2" over 3/a"). Glue & screw to g) Waterproofing: �
<br /> 2. Seal around all exterior o enin s. Provide ti ht fittin closed cell foam rod between window/door and rou h o enin Do joists. Block all cut edges. �
<br /> p g g g 9 p 9• a) Provide new four-coat elastomeric WP coating system over all deck surfaces and
<br /> 4 Water roofin �
<br /> not use spray foam type insulation. p g� flashings.
<br /> 3. Exterior lighting at building envelope shall be I.C. rated, airtight, and gasketed. a) Provide new four-coat elastomeric WP coating system over all deck surfaces and i) Include all flashings, pans, boots, and accessories as detailed and specified. �
<br /> flashings. SHEET TITLE
<br /> 4. Insulation: Remove and replace insulation in exposed framing cavities. Include complete replacement of all insulation at 10) Deck and Low Roof Soffits: Remove and dispose of existing vinyl soffit finish. � �
<br /> exterior building walls. Provide high-density batt insulation substantially in contact with all adjacent surfaces full cavity i) Include all flashings, pans, boots, and accessories as detailed and specified. Provide new ventilated fire-rated soffit finish. A 1.0 GENERAL lNFORMATION , �
<br /> � depth at exterior walls. a) Provide 5/8" fire rated sheathing over all soffit areas. A 1.1 SITE PLAN �
<br /> 5) Deck Soffits: Remove and dispose of existing vinyl soffit finish. Provide new b) Provide cement panel soffit finish - paint. .�
<br /> ventilated fire-rated soffit finish.
<br /> 2x4 Wall: R-15 c) Provide two (2) lines 2" wide screened venting perpendicular to joists at decks. A 2.0 TYP. BLDG A-K FLOOR PLAN & ENLARGED DECK PLANS/DETAILS
<br /> a) Provide 5/8" fire rated sheathing over all soffit areas.
<br /> 2x6 Wall: R-21 b) Provide cement panel soffit finish - paint. d) Provide one (1) 2" wide screened vent at low roof soffits. A 2.1 BLDG 11 PLANS
<br /> Floor: R-30 e) Vent decks above garages through rim joist.
<br /> c) Provide two (2) lines 2" wide screened venting perpendicular to joists.
<br /> Attic: R-38 - Maintain min. 1" clearance vent space. f) Remove water damaged beam wrap at steel be in garage and replace. A 2.2 BLDG 12 PLANS '
<br /> 6) Fascia & Rails: Provide new outboard mount, pre-finished aluminum railing system at 11) Fascia & Rails: Provide new inboard mount, pre-finished aluminum railing system at
<br /> open deck edge. new deck uardrail wall. A 3.0 TYP. BLDG A-K ELEVATION & DETA(LS
<br /> , 5. Vapor Barrier: Provide vapor barrier per Code at interior side of all conditioned spaces where affected by the work. 9
<br /> p y p p p � g y p g p a) Provide new cemen* panel fascia finish over continuous WRB. a Provide new cement anel fascia finish over continuous WRB. A 3.1 BLDG 11 ELEVATIONS �
<br /> P r o v i d e s r a a l i e d P V A r i m e r/s e a l e r v a o r b a r r i e r a t n e w s u m b o a r d f i n i s h e s. R e s t o r e e x i s t i n v a o r b a r r i e r s ) p
<br /> where encountered through course of the work. i) Include continuous drip edge flashing. i) Include con#inuous drip edge flashing. A 3.2 BLDG 12 ELEVATIONS
<br /> 7) SGD'S: 12) SGD'S:
<br /> 6. Windows: Provide new windows in existing rough opening. Size and operation to match existing UON. Verify all sizes, a) Remove & reinstall existing SGD's. a) Remove & reinstall existing SGD's. A 4.0 TYP. CLADDING DETAILS Bid set 2/29/16
<br /> b) Install drainage pans at upper floor units as indicted on the drawings. b Install draina e ans.
<br /> operation and handing prior to ordering new windows. New windows shall be Low-E insulated glass with argon gas in � g p A 4.1 WDO DETAILS Permit 3/9/16
<br /> c) Install new penetration wraps, flashings, WRB, siding and sealant as indicated c Install new enetration wra s, flashin s, WRB, sidin and sealant.
<br /> reinforced white vinyl frames as manufactured by VPI Quality Windows. Provide tempered glass at hazardous locations ) P P 9 g
<br /> above. 13 R&R Swin Doors: A 4.2 SGD AND DOOR DETAILS
<br /> and as noted on plans. Provide screens at operable units and privacy glazing to match existing where occurs. Windows ) 9
<br /> minimum NFRC certified U-values and performance rating shall be as #ollows: 8) Windows & Penetration Wraps: a) Remove & reinstall existing swing doors. A 4.3 ROOF DETAILS
<br /> a) Provide new PVC egress window in like size and function with minimum b) Install drainage pans at upper floor units as indicted on the drawings.
<br /> Fixed: VPI Endurance Series U - 0.30 WP - 4.5 PSF performance grade of LC30. (Building J, Unit 104 only) c) Ins#ali new penetration wraps, flashings, WRB, siding and sealant as indicated A 4.4 DECK DETAILS •
<br /> Slider: VPI Endurance Series U - 0.30 WP - 4.5 PSF b) Provide new penetration wrap and metal head flashing. (8uilding J, Unit 104 & above.
<br /> K204 onl A 4.5 RAIL &TYP FLASHING DETAILS
<br /> Y) d) Replace damaged doors and hardware on a per unit alternate basis.
<br /> * See 5heet 3.1 Typical Elevation, 'JVindow & Door Schedule for Certified Product Directory Numbers (CPD). c) Replace decayed 2x4 framing below window, J104 nnly: 14) Roofs: S-1 STRUCTURAL GENERAL NOTES & DETAILS �
<br /> - i) New sill plate a) Remove roofing at low roofs only, which includes removal of existing asphalt S-2 STRUCTURAL SECTIONS & DETAILS
<br /> ii) New cripples shingles, underlayments, flashings, and all appurtenances.
<br /> / V,����� �/,/{ � /„/� 1 iii) One trimmer stud. 15)Garage Openings:
<br /> �, /� G 3 - �,�� -�-----r `D � f� � � ����y'r <<� '�'l ' /T iv) Install new insulation in stud cavities. a) Provide sheet metal hoods at each head to deflect rain.
<br /> �� � d) Paint interiors to match existing. (Building J, Unit 104 only) b) Insure counterflashing set into sawcut at each hood.
<br /> �� l�.��� '�� �`--"� �d 7l� ��,�G�``2�,'�'1' ��j �/��"/ � i) Prime coat and 2 coats of paint to new material. i6) Windows & Penetration Wraps: -p
<br /> 0�� �_ /�i / ii) 1 coat of paint to next change in plane. a) Provide new PVC window in like size and function with minimum performance
<br /> ���'c iii Seal GWB returns to new window frame.
<br /> � grade of LC30. - --
<br /> : G�-7 ---- � � e) Remove or cut back existing trim and GWB window interior finish returns to b) Provide new penetration wrap and metal head flashing. Remove or cut back - -
<br /> . ��' � � accommodate new window backset. (Building J, Unit 104 only) existing trim and aWB window interior finish returns to accommodate new RCW 64.55.010 ITEM 10:
<br /> ���.0 ------�. � `�� � f) Replace damaged gypsum sheathing: window backset. "The signed has provided building enclosure documents that in my professional
<br /> ��G� �� i) J104 damage is approximately 30 SF. c) Paint interiors to match existing where GWB is replaced. judgement are appropriate to satisfy th� t'equirements of RCW 64.55.005 � 64.55.090. -
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<br /> � ` ��j ' ii) K204 damage is approximately 8 SF. i) Prime coat and 2 coats of paint to new materiaL
<br /> � � � - �� . � .
<br /> ii) 1 coat of paint to next change in plane.
<br /> � � � ----' ��'� � iii) Seal GWB returns to new window frame. -
<br /> �� � 17) Painting: Field painting includes by not limited to:
<br /> ��� `--^ �l�Gf � a) Cedar targets, existing entry doors, and closet doors. - � �
<br /> ,( � ,{� 1 8) R e p a i r o f a l l d e c a y e d o r o t h e r w i s e d a m a g e d f r a m i n g t h r o u g h t h e c o u r s e o f
<br /> ��j� `�J' �I� ' y�-- construction shall be in conformance with Structural Engineer direction. , -_ ! -
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<br /> D�� - -� I f • �� - - _ . INFORMATION
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