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<br /> � AREA ALCU LATIONS . �- �
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<br /> GENERAL NO S
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<br /> GENERAL REQUIREMENTS � a J��
<br /> ILDING CODE STRUCTURAL DESIGN ; p� Z �N�
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<br /> A L L W O R K S H A L L C O M P L Y W I T H T H E 2 0 1 5 E D I T I O N O F T H E I N T E R N A T I O N A L B U ( ), � d�-� � N _
<br /> INTERNATIONAL RESIDENTIAL CODE(ORDINANCE), MOST RECENT EDITION OF THE UNIFORM PLUMBING CODE, NON-HEATED AREAS SQUARE FOOTAGE -
<br /> INTERNATIONAL MECHANICAL CODE, NATIONAL ELECTRIC CODE,WASHINGTON STATE ENERGY CODE,ANY STATE � ' '' i � x �
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<br /> AND LOCAL AMENDMENTS,AND ANY APPLICABLE LAND USE CODE. �`'` ', �� ` : � ` W m
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<br /> REPLACED UPPER DECK NEAR HOUSE 220 ; e� a
<br /> THE OWNER/BUILDER SHALL BE RESPONSIBLE FOR DEVELOPWG CONSTRUCTION DETAILS NECESSARY TO NEW LOWER DECK 5T3 "� f �
<br /> CONSTRUCT A WEATHER TIGHT, DURABLE BUILDING. ALL FLASHING,WEATHERPROOFING, ROOFING AND ¢
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<br /> WATERPROOFING DETAILS AND CONSTRUCTION OF THESE DETAIL ASSEMBLIES ARE THE FULL AND COMPLETE �, f r� , � � � �; ~
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<br /> RESPONSIBILITY OF THE OWNER/BUILDER AND THESE DETAILS SHALL BE CONSTRUCTED PER MANUFACTURER � `
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<br /> REQUIREMENTS, BUILDING CODE REQUIREMENTS AND ACCEPTED INDUSTRY STANDARDS FOR PERFORMANCE. THE � m�
<br /> DESIGNER HAS NOT BEEN CONTRACTED TO PERFORM CONSTRUCTION ADMINISTRATION SERVICES OR �� {_ � � '" : l„ � , �� �
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<br /> CONSTRUCTION OBSERVATION SERVICES FOR THIS PROJECT AND IS NOT LIABLE OR RESPONSIBLE FOR � � e ._ - �P; � �
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<br /> DETERMINING ADEQUACY OF CONSTRUCTION OF BUILDING ENVELOPE OR DETAILS. THE OWNER/BUILDER SHALL BE
<br /> RESPONSIBLE FOR INSPECTING AND VERIFYING THATALL FLASHING,WEATHERPROOFING, ROOFING AND � �9� -v - - *'� ' ; g �
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<br /> WATERPROOFING DETAILS ARE BUILT CORRECTLY AND MEET OWNER/BUILDER'S APPROVAL BEFORE BE�NG
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<br /> COVERED BY SUBSEQUENT CONSTRUCTION WORK. USE OF THESE PLANS BY ANYONE OTHER THAN THE INTENDED y __ � � - '!
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<br /> OWNER/BUILDER IS NOT PERMITTED. �" — — �
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<br /> ANY REDUNDANCY BETWEEN THESE NOTES AND S-SHEETS THE S-SHEETS SHALL SUPERSEDE. �
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<br /> 1. ROUGH GRADING SHALL PRO
<br /> VIDE POSITIVE DRAINAGE AWAY FROM BUILDING. TRENCH TO ELEVATIONS ` � - : _,- ..�°" -
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<br /> WATER LINES SEWERS AND IRRIGATION SLEEVES. -„� � : ,- � �, ': � ;: . _ - -- __ ---- - - � , , .�� , ' _
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<br /> BELOW FROST LINE FOR STORM DRAINS, , , � ' � � g$
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<br /> . NECT TO ,: , ,� _ -- - - - _:1�..,. I��� g.d� , �°J �'�$� yo -
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<br /> 2. PROVIDE PERFORATED PLASTIC PIPE FOUNDATION DRAINS WHERE SHOWN IN DRAWINGS CON
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<br /> ROOF AND STORM WATER SYSTEM. IN JURISDICTION R Q �
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<br /> F DRAINS IN ADDITION TO PERFORATED DRAIN LINES. :� -----�---•�'�"'�' - __.___�.----�- ��:' — / - _
<br /> TIGHT LINE CONNECTED TO R00 _
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<br /> 3. ROCKERIES AND RETAINING WALLS SHALL BE DESIGNED BYA LICENSED ENG NE R
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<br /> APPLICABLE CODE. . --
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<br /> IN INDEX � � � _ ____ _ _ . _ _ _
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<br /> T CTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. IN THE FIELD PRIOR TO PROCEEDING. �� � ` _
<br /> 1. CON RA = " _
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<br /> WITH MECHANICAL AND � - ' - -
<br /> 2. VERIFY SIZE AND LOCATION OF ALL OPENINGS IN THE FLOOR, ROOF,AND WALL � _
<br /> ELECTRICAL WORK. .___ -� ,` - _ - '
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<br /> . EXTERIOR OPENINGS TO THE WEATHER SHALL BE FLASHED AND COUNTER FLASHED IN SUCH A MANNER AS TO SHEET N0. DESCRI T O ' ` =�-� - ' - � _
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<br /> MAKE THEM WATERPROOF. ROOF FLASHING PER R903. � ' �"" � � �
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<br /> 4. GUARDRAILS TO SE A MIN. OF 36"ABOVE FINISH FLOOR. (R312)(EXCEPTIONS TO COMMERCIAL PER I.B.C.) -----.._. � _ _- .-- -- - _ _ . --• , '� ���; , �`—�--�� -�,� �..--- ''.� � - _ =---- -- =--=' — '�="
<br /> 5. OPEN GUARDRAILS TO HAVE INTERMEDIATE RAILS OR PICKETS PLACED SUCH THAT A SPHERE 4"IN DIAMETER A1 COVER SHEET, NOTES, TYPICAL DECK DETAILS �'``�
<br /> � .�- ��
<br /> CANNOT PASS THROUGH. - � � ~ r � �� ! � ���"
<br /> ''���: � �` =-:;.�:�, ---"-: � = '"`�--"`;�-._
<br /> A2 DECK PLAN, FRAMING PLAN ` �- =--''
<br /> A3 ELEVATIONS t � ' � - - � . -
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<br /> SEE STRUCTURAL ENGINEERING CALCULATIONS AND s � � Y��£� I
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<br /> STRUCTURAL FRAMING PLANS BY OTHERS. �� "``������� t ���' I - �:� ..,�-.� � �� � � � O
<br /> R TU RAL N OTES � � �—�� �
<br /> MISC . ST UC
<br /> �
<br /> IN ADDITION TO ANY STRUCTRUAL NOTES OR COMMENTS FROM STRUCTURAL ENGINEER. P E R S P E C T I V E V I E W
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<br /> ANCHORS
<br /> Use of drilled concrete anchors, including expansion bolts and adhesive anchors,where not
<br /> specified in these documents shall be subject to approval by the Architect.
<br /> W �
<br /> EXPANSION BOLTS: Expansion bolts in solid concrete shall be wedge-type anchors made of carbon Z �
<br /> steel. Boit size,spacing and embedmenf lengin snaii bz as designat2� �n i�ese dra•rvings. Solts stia�l �
<br /> be installed per the manufacturer's instructions with inspection per schedule. Expansion bolts shall � W
<br /> be Simpson Strong Bolt 2 or approved equai.A current ICBO or ICC Report shall be submitted for
<br /> alternates. `
<br /> � 0
<br /> ADHESIVE ANCHORS:Adhesive or epoxy type anchors in solid concrete shall be insta�led per the � N J
<br /> manufacturer's instructions.Anchor size,spacing and embedment length shall be as designated in
<br /> these drawings,Adhesive shall be Simpson AT-XP.A current ICBO or ICC Report shall be submitted � �
<br /> for alternates. W
<br /> � O
<br /> WOOD SAWN LUMBER: W
<br /> Structural sawn lumber shall be kiln dried and be of the species and grade noted � � ~
<br /> J
<br /> below or better: � �L
<br /> Use Grade Fb(psi) Q �
<br /> WaIlStudsStud675 BLVD . EVERETT WA 98203
<br /> Plates&Planks Hem Fir#2 850 1035 M U KI LT E� � �
<br /> Joists&Rafters Hem Fir#2 850 � �
<br /> 4x Beams Douglas Fir-Larch#2 900 � �
<br /> C'7
<br /> 6x Beams Douglas Fir-Larch#2 875
<br /> Posts Douglas Fir-Larch#2 750 Q �
<br /> 2x4 T&G Decking Douglas Fir-Larch Select 1750 S Y M B O L L E G E N D
<br /> All lumber and plywood in contact with concrete, stucco, masonry or other cementitious materials � �
<br /> shall be treated with an E.P.A. acceptable wood preservative, such as Alkaline-Copper-Quaternary
<br /> "ACQ"or Copper Azole"CBA"type A and B.
<br /> All wood connectors shall be manufactured by Simpson Strong Tie Company(or approved equal), �
<br /> m
<br /> and of the size and type shown on the drawings.All wood connectors in contact wit CARBON MONOXIDE DETECTOR
<br /> preservative-treated wood shall be Triple Zink G-185 galvanized(1.85 oz/sq ft coating). �� INTERCONNECTED 110v w/BATTERY BACKUP
<br /> �-�- CAN BE COMBINED w/S.D.
<br /> RATED SHEATHING:Wood structural panels shall bear the APA trademark of the American Plywood
<br /> Association. Sheathing shall be as follows: SMOKE DETECTOR
<br /> Shear Wall Shtg 7/16"32/16 C-D INT APA with Exterior Glue(CDX) �� INTERCONNECTED 110v w/BATTERY BACKUP
<br /> Roof Shtg 15/32"32/16 C-D INT APA with Exterior Glue{CDX) &.o.
<br /> Sub Floor Shtg 3/4"48/24 T&G C-D INT APA with E�erior Glue � EXHAUST FAN(VENT TO OUTSIDE)
<br /> Sheathing shall be orientated over the supports as shown on the drawings. Shear wall sheathing
<br /> shall be blocked at all panel edges as shown in the shear wall schedule.
<br /> O? KEYNOTE �
<br /> ALL DECK JOISTS, BEAMS AND POSTS TO BE P.T. HEM FIR#2 OR BEITER OR PER STRUCTURAL ENGINEERING. y
<br /> � �� _ �
<br /> 101 DOOR SCHEDULE SYMBOL � � � ��w
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<br /> 1i WINDOW SCHEDULE SYMBOL ,� S�� Z Z ��,/ f��
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<br /> � REVISION-SEE DESCRIPTION IN
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<br /> TITLE BLOCK
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<br /> SIM� DETAIL SYMBOL z
<br /> � SIMILAR DETAIL
<br /> 101 DETAIL N0.
<br /> SHEET N0.
<br /> � siM
<br /> PROJECT NO.
<br /> BUILDING CROSS SECTION DESIGNED BY TL
<br /> �O DETAIL N0. DRAWN BY TL& RM
<br /> SHEET N0. CHECKED BY TL
<br /> Room name�- ROOM NAME
<br /> Permit#: BW1708-006
<br /> Site Address: 1035 W MUKILTEO BLVD SHEET NO.
<br /> Owner: PACKARD KAORI F
<br /> Tenant: [7enNamej
<br /> App. Date: 8/30/20ll
<br /> Praposed Use: SFR DETACHED
<br /> Description: DECK REPAIR AND ADDITION
<br /> Reviewed By: Date:� l
<br /> � Fenawwhat's be1aW. STATE LAW REQUIRES THAT YOU CALL BEFORE YOU DIG TO ,�Office Set �ota Site Set Fire Plannin Set
<br /> , g �r'aI�b��pl'�ypudjg. LOCATE ALL UNDERGROUND UTILITIES.
<br /> ����� 1�� �� �VER�"�� g
<br /> ��� ��� ������ PRINT DATE 8/26/201710:54:31 AM
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