|
v
<br /> New Detached ADU. 5309 W. Beech St, Everett, WA 98�03
<br /> DESIGN CRITERIA
<br /> Z, Metal Fabrication 5. Doors and Windows 7. Equipment �
<br /> — Structural performance of all iron railings: concentrated load z00# Windows and Sliding Patia Doors Fireplaces
<br /> Snow Load z5 psf Attic Ventilation Calculation a lied at an oint in any direction and a uniform load of 50 plf Exteriar ciadding color to be determined. Verify final color selection Provide fireplace as specified on floor plans (or alternates approved b
<br /> Winds eed 110 m h pp y p �
<br /> p P Roof Area: 576 sq ft applied simultaneously on both vertical and horizontal directions. with owner and architect. architect and owners).
<br /> Frost Depth 18" %5o Roof Area: 3.8 sq ft min required All steel bolts used as connectors of wood beams shali be A 307 min.
<br /> Seismic d-� 4 vents C 1 sq ft = 4 sq ft provided stren th. Window sizes depicted are generic. Window head heights are Contractor shall verify that any alternate fireplace models can be
<br /> Climate Zone 4C g
<br /> designated on drawings. accommodated in the floor plan design shown. Architect shalf be
<br /> S H E ET I N D EX 3. Wood notified if any floor plan changes are required `
<br /> All wood framing shail conform to the 'National Design Specification Patio doors shall have exterior cladding to match the windows.
<br /> T101 GENERAL NOTES/SPECIFICATIONS REVISIONS/PRtNTED
<br /> for Wood Construction', latest edition, recommended by 'National Exterior clad color to match windows. Verify all required flue sizes and corresponding chase sizes.
<br /> A101 FLOOR PLANS, DIMERf510N PLANS, NOTES ,
<br /> AZ01 BUILDING ELEVATIONS, BLDG SECTIONS
<br /> Forest Products Association R1 - 08/OZ/Z01
<br /> 5101 FNDN PLAN, FRAMING PLANS, DETAILS
<br /> Contractor shall provide windows as indicated per plan and generate Contractor shall follow all requ�rements from fireplace manufacturer's RZ - 03/1Z/ZOZO
<br /> 5awn Lumber structural framing members shall be Hem-Fir # z or window schedule for coordination with rnanufacturer. manual and applicable codes concerning framing dimensions,
<br /> GENERAL N4TE5 better, (fb=850 psi; fv=150 psi; E=1300 ksi) proximity of combustible materials, flue routing restrictions, and any
<br /> 1. THIS PROJECT MUST BE CONSTRUCTED IN ACCORDANCE WITH Follow AMMA standards and manufacturer recommendations and other pertinent installation issues. �
<br /> THE LOCAL CODE REQUIREMENTS. All steel connectors for timber framing shall conform to the Structura{ specifications for proper installation.
<br /> Z, ALL GLASS IN HAZARDOUS LOCATIONS TO BE TEMPERED Steel General Notes 8. Mechanical and Plumbing
<br /> SAFETY GLASS (PER R308 IRC). Mulled window assemblies shall be reinforced as necessary to accept General Conditions
<br /> 3. THE BUILDER SHALL PROVIDE MECHANICAL AND ELECTRICAL All floor sheathing shal) be Z3/3z" thick APA Rated T&G Sturd-I-Floor, all structural and wind loads for the area. All mechanical and plumbing is a "design/ build" element of this
<br /> ENGINEERING AS REQUIRED TO COMPLETE WORK AND FOR Exposure 1, with span rating of 48. Sheathing shall be placed with pro�ect. Builder shall coordinate with the engineers of the mechanical
<br /> INTENDED PURPOSE. MECHANICAL CONTRACTOR SHALL VERIFY g'-0" dimension perpendicular to joist framing, stagger joints. Panels Window manufacturer to verify all egress applications. Notify architect subcontractors for the design and engineering of systems to be � � m �
<br /> o f an discre ancies on w�n dow sc he du le. rovi de d. An hea t loss c a l c u l a t i o n s, a p p l i c a b l e e n e r g y c o d e � � Z � o � � � s
<br /> D I M E N S I O N S O F A L L N E C E S S A R Y F L U E C H A S E S, D U C T S & t o b e c o n t i n u o u s o v e r t w o o r m a r e s p a n s. P a n e l e n d �o i n t s s h a l l o c c u r Y P P Y
<br /> I P M E N T. " O.C. N a i l a t i n t e r m e d i a t e c a l c u l a t i o n s i n c l u d i n g "R e s C h e c k", p l u m b i n g p i p i n g d i a gr am s, or an y a o z ° = o a '
<br /> 4 � � OmQ �
<br /> E Q U o v e r f r a m i n g. N a i l a l) s u p p o rt i n g e d g e s a t 6 `
<br /> 4. THE BUILDER SHALL VERIFY ALL DIMENSIONS OF supports at 1Z" O.C. Nails to be 10d deformed shank. Glue plywood to W�ndow manufacturer to verify all hazard window and door lo ca t i o n s other related submittals as may be required sha l l be t h e r e sp o n s i b i l i ty Y 0 a l J J O Z `��
<br /> w � � - Q ��
<br /> MANUFACTURED COMPONENTS AND RELATIC��ISHIPS BETWEEN and rovide all tem ered lass as re uired b current buildin codes of the builder. ° � a z � > �
<br /> �� joists per American Pl ywood Association Glued Floor System P P 9 q v g � �- N W � � �
<br /> M A T E R I A L S O R C O M P O N E N T S. T H E B U I L D E R S H A L L V E R I F Y .�a 1� I R C). = m � ° � _
<br /> Publication #6 recommendations. � � �- � �-
<br /> EXISTING CONDITIONS AND DIMENSIONS SHOWN 0�I THE � � Mechanical contractor shall verify dimensions af al) necessary flue
<br /> DRAWINGS INCLUDING ALL EXISTING GRADES AT THE SITE. All exterior walls shall be sheathed with 7/16" thick APA Rated All windows to be flashed. chases, ducts and equipment. J �
<br /> 5. THE ARCHITECT SHALL BE NOTIFIED IN WRITING OF ANY Sheathing, Exterior. Nail at all supported edges at 6" O.C, and at �'' L " ~
<br /> � E � �
<br /> DISCREPANCIES OR DEFICIENCIES IN THE DRAWINGS PRICJR TO Verif rou h o enin dimensions and header hei hts with final Location of an rnechanical e ui ment shown on lans is architects �` c
<br /> intermediate supports at 1Z" O.C. Nails to be 8d common. V 9 P 9 g y q P p m � ��" � o
<br /> CONSTRUCTION. FAILURE TO NOTIFY THE ARCHITECT SHALL window schedule by window manufacturer. best conceptual guess and desired location in plan. Notify architect of � � E � m =
<br /> C O N S T I T U T E A C C E P T A I V C E B Y T H E B U I L D E R 4 F A L L All nailing shal) be in conformance with International Residential Code any location c hanges t ha t may be require d fo l lowing sys t e m d e s i g n s. � � 3 m o �
<br /> R E S P O N S I B I L I T Y. Table R50�.3(1), unless noted atherwise. Provi de mem brane wrap a t w i n d o w r o u g h o p e n i n g s p r i o r t o w i n d o w �
<br /> ' � � �.
<br /> 6. M I N I M U M 1 S T E P A T A L L P O R C H E S A N D D E C K S. ins ta l la tion. Fo l low a l l m a n u f a c t u r e r s r e c o m m e n d a t i o n s f o r H e a t i n g �
<br /> 7. ALL EXTERIOR SLABS SL4PE AVIIAY FROM HOUSE C 1/4:1Z, ALL Framing of all exteriar wall to be Zx6 C� 16" D.C. typical unless noted installation. Forced ai` heat and cooling: Provide concrete pad for condenser unit
<br /> DECKS SLOPE AWAY FROM HOUSE C 1/4.1Z. otherwise, or where required by bui{ding codes. Studs are to be one as required. Coordinate location with owners and architeet.
<br /> 8. ALL MATERIALS TO BE INSTALLED ACCORDING TO 6. Finishes
<br /> MANUFACTURERS RECOMMENDATIONS. piece continuous from floor-to-floor or floor-to-roof.
<br /> �
<br /> Drywall Plumbing � �
<br /> 9. PROVIDE BLOCKING FOR ACCESSORIES IN ALL BATHROOMS. Provide: Su I water line w/ local shut off for refri erators. W �
<br /> E POSITIVE DRAINAGE AWAY FROM All Laminated Veneer Lumber (LVL): Fb=2600 psi; Fv=Z85 psi; „ PP Y 9 � ¢
<br /> 10. BUILDER SHALL PROVID - 11Z sum board on all walls Al) su ( lines to be co er or ex i e Drain (�nes to be PVC or
<br /> ITE. NOTIFY ARCHITECT OF ANY Fc=500 psi; E=1900 ksi. „gyp Pp y pp _ p p p ' � � �
<br /> STRUCTURE AND ACROSS S - 5/8 gypsum board on all ce�lings ABS. Supply exterior freeze proof hose bibs per code, coord�nate = � �
<br /> DISCREPANCIES PRIOR TO FC}UNDATION INSTALLATION. 5/8" T e "X" in ara e and between the ara e and house locations with owners. � �
<br /> 11 . BUILDER SHALL PROVIDE PROPER COMPACTION OF ALL All structural members to be Hem-Fir #z or better (fb=850 psi, fv=150 - YP 9 9 9 9 � C�
<br /> psi, E=1300 ksi). under any closed stair, on fireplace chase, and any mechanical chases � W
<br /> BACKFILL AREAS. °
<br /> 1 Z. B U I L D E R S H A L L P R O V I D E U T I L I T Y S E R V I C E S T O B U I L D I N G.
<br /> as required by code. Provide cut sheets of all sinks, tubs, toilets and faucets for owners an � o �;
<br /> T I L I T Y S E R V I C E S A N D M E T E R A l l f r amin g to conform to the s pecifications of the latest IRC, Cha pters Texture s ha l l be coor dinate d wit h owner. A l l corners s ha l l be square. arc hi tec t's approva l. �- � �
<br /> 13. BUILDER SHALL COORDINATE U Prov�de a ro riate water roof at all tubs enclosure walls, tiled U) z �
<br /> LOCATIONS. 5, 6, and 8 unless noted otherwise. PP P P 9YP� � m
<br /> „ E tub surrounds, and tiled showers. 9. Electrical
<br /> 14. AL� WINDOWS WITHIN 24 OF DOOR TO B �
<br /> _ Builder shail coordinate installation of ancillary systems including: Q �,
<br /> TEM P ERED SAFETY GLAZI N G. 4. Finish Roofing C� Q
<br /> Flashing and Sheet Metal Floors security system, music system, automated lighting system, computer �
<br /> GENERALS
<br /> PECIFICATIONS Provide all roof flashing, parapet wall cap flashing, wall-to-deck See drawings for locations of different flooring materials. wiring, phone system & other automated house systems. Ancillary
<br /> flashing, chimney cap flashing, flashing abave wood headers in siding, Floor tile shali be located as indicated on floor plans. Install tile over systems design, materials and installation by outside hired consultant �
<br /> 1. Masonry
<br /> w�ndow headers flashing, and a�y other flashing, indicated on plan set 3/8" high density underlayment. Coordinate tile selections wit
<br /> Comply with recommendations of Brick Institute of America (BIA) and or not, for water tight construction, owners. Carpet shall be selected by owners. Install over 3/8" high Coordinate any special phone, specialty power and computer
<br /> National Concrete Masonry Association (NCMA). density underlayment. requirements with owners and provide CAT 5 wiring standard. �'
<br /> �
<br /> 0
<br /> Caulking `�
<br /> d
<br /> Hardcoat Stucco Caulk all areas of dissimilar materials butting together (siding to Cabinets and Build-Ins Carbon Monoxide Detection �'
<br /> 3-coat hardcoat stucco Sto or e uivalent) over metal lath over i n and la out shall be b the cabinet Provide a carbon monoxide detection system as required by code. W
<br /> „ „ „ �, q „ windows, siding to corner trim, siding to stucca and or stone veneer, All fiinal cabinet des g y y
<br /> S t u c c o W r a p b y T y v e k o v e r 7/1 6 O S B s h e e t i n g (t y p. w h e r e s h o w n}. manu fac turer an d c o o r d i n a t e d w i t h t h e o w n e r s, c a b i n e t m a n u f a e t u r e r, .:�::����i � ���a����.'ri� i�G�t�iiCt. � �
<br /> . concrete slabs to house, etc.). Co[or to match the application. ' �'�'
<br /> R e f e r t o m a n u f a c t u r e r s s p e c s f o r t h i c k n e s s. orThis ProjectTo Include: ` �, :
<br /> Interior caulkin shall include all standard areas: baths, sinks, showers, b u i l d e r a n d a c t u a l f i e l d d i m e n s i o n s. � � R� R� � �� ����� �` Q � � � .
<br /> g f ;� Plumbing ❑ Sprinkier ����� �f' � ' � W �` >; _ ;
<br /> etc. The cabinet designer shal! review framing plans for the possibility o ,_ -�j �
<br /> i n �AR 2 � �02t� I� £y�� � �' �v�� � .
<br /> II rrent manufacturer recommendations for installat o � � � uecnanicai ❑ Fire Alarm � �! W � ,�
<br /> Use a cu shear walls in areas to receive cabinets and adj�st the�r ayou _
<br /> � � �
<br /> w ro h o enin s rior to window X �ectricai `� '� ��� `�`'�- � �`
<br /> including wrap around windo ug p g p
<br /> �-��� .r�z��- ��� � � �
<br /> G utte rs a cco rd i n g I y. Ftoof trusses to be designed f--
<br /> I I I n. and drawing p�ep�red by � W O
<br /> i n s t a a t o P r o v i d e p r e-f i n i s h e d g u t t e r s a n d h a n g e r s a s r e q u i r e d. G u t t e r c o l o r t o
<br /> r� S t a t e Ncensed structura! 'ROPANE TANKS, HEAT PUMPSAN �I�� �� �� c �T� � p z
<br /> engine�r. )THE R E QtilPMENT OR APPURTENn�c=. U Z �
<br /> match fascia board or roof. Fieid verif locations and coordinate if Bathrooms �iAY NOTBE LQCATED INTHE FRONT f��\/IE�Ep ��� ����I�
<br /> � �
<br /> Follow stucco installation w/ professional caulking as per y 'JDSIDESETBACKS. PROPANETANK�:
<br /> EQUIRE ADDIl'IOMAL PERMITS ISSU�' Permit#: C19�7
<br /> necessar with architect. Water shall be directed down to landscape Provide tempered glass per code for all shower enclosures. YTMEEVERETTFIRE SiteAddress: 63o9BEECHST
<br /> rnanufacturer's recommendations. Follow manufacturer's y ���, T.4 ,.���,�, +Y� Owner: CARSTEN CONNIE
<br /> cobbles draining away from house. Coordinate tile installation w/ frameless shower enclosure, where Tenant: [TenName]
<br /> recommendations and building codes for control jQint size and a licable. App. Date: 4/16/2019
<br /> Cin eoordinate loeations w/ arehiteet in fiefd. pp A Bene�mark I; Rec�uire;� 0:: Jite Proposed Use: NEW DADU
<br /> SPa 9� Perimeter Drain �_s4�.___ . .. : . _. .-. .�,. Y
<br /> ,� � �a �iir�+n�r r• +r+�� Description: NEW,2-STORY,DETACHED ACCESSOR
<br /> ���+ �`*;j ��L�:� � '_ ��_____. H.,i�._ DWELLING UNIT
<br /> �UFER GROUND) RE4U1�� /
<br /> . , , Provide perimeter drains as per recommendations from Geotechnical PER NEC 250.so Reviewed By: � Date: ( ZO
<br /> Provide control �oints as required per manufacturers Engineer or Civi) Engineer, as necessary `�'����"���' �� ����'��3
<br /> �Office Set Job Site Set Fire/Planning Set
<br /> recomrnendations.
<br /> }
<br />
|