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APPROVED BLD PLN-BLD2020-0560+Architectural_Plan+5.19.2020_10.58.40_AMPARCEL No.:00535600000500 Section Township Range Quarter 24 27 03 N E STANDARDS: Building Code IRC 2015 Edition Energy Code WSEC (by WSU) 2015 Edition Floor Loading 40psf LL / 12psf DL = 52psf Decks) Loading 60psf LL / 10psf DL = 70psf Roof Loading 25psf LL/ 17psf DL = 42psf Jurisdiction City of Edmonds Zoning RS-12 LEGAL DESCRIPTION: OLYMPIC HEIGHTS 1 Plat Block: 0 Plat Lot: 5 ALL WORK SUBJ�CT TO FIELD INSPECTION FC1R CODE COMPLIANCE I SCOPE OF WORK: LOT COVERAGE: 1. Addition to residence for new master bathroom. NeW StrUCtureS: 2. Interior remodel including: kitchen, bathrooms, relocate laundry Existing Structures: CUT &FILL: AVERAGE GRADE: Crawlspace cut: yd3 - Foundation backfill: yd3 Slab -on -grade cut: yd3 Slab backfill: yd3 i LOT 4 APPROVED PLANS MUST BE ON JOB SITE BUILDING DiIVOISION 5.001 APPROV �D PLAN Tote Lot Size: IF THIS PLAN IS NOT ON 22x34 PAPER, IT HAS BEEN SCALED ACCORDINGLY - CONTACTS: 330.00 ft2 Proper[yOwner: StruduralEngineer: Jan Standaert Structural Design Associates, Inc. + 1, 63 9.00 ft2 Project Address: Address: 540 - 12th Avenue North 3006 Rucker Avenue 1 969.00 ft2 Edmonds, Washington 98020-2932 Everett, Washington 98201-3932 Contact: Contact: - 13,575.00 ft2 Jan Standaert (206) 617-9139 Chris Covington (425) 339-0293 Project Designer: GEO Technical Consultant(s): Allowed: 35% Actual: 14.50% NuttyCAD Drafting and Design T.B.D. Address: 6300139th Avenue S.E. Address: - IMPERVIOUS AREA: Snohomish, Washington 98290 - N ew Impervious : 515.00 ft2 Existing Impervious: + 3,019.00 ft2 Contact: Douglas Almond (206) 225-0068 Contact: - General Contractor: T.B.D. M.E.P. Consultant(s): T.B.D. Total: 3,534.00 ft2 Lot Size:- 13,575.00 ft2 Address: Address: Allowed: 65% Actual: 26.03% Contact: Contact: VICINITY MAP: yr„a W, a 3 vie. A r �..d,„,,, s swrr.�, ar� or.r n Scale: 1"=200' ,. R �� �� � ��d z i ,c.x,n. or .' , ���i �q. x(1T+d Pr Syr { 5Ap 12th Avenue Narth I� ��,. � �.,. sx �� z Emerald HiIIsQ � d 4 � ,�� i 7u� yN My,�� a C v Villn Rrl•artllg E �. ��a� a j II ENERGY CODE COMPLIANCE: Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 1. Small Dwelling Unit: 1.5 credits Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are greater than 500 square feet of heated floor area but less than 1500 square feet. 2. Medium Dwelling Unit: 3.5 credits All dwelling units that are note included in #1 or #3. Exception: Dwelling units serving R-2 occupancies shall require 2.5 credits. 3. Large Dwelling Unit: 4.5 credits Dwelling units exceeding 5000 square feet of conditioned floor area 4. Additions less than 500 square feet: 0.5 credits Table R406.2 Summary Option Description Credits) I � � �, I V � I � I I I � �I I I I I I I I I I I I � I t � � i ' I I I BTAIN ELECTRICAL PERMIT FROM I I �' I I I I I I I I I II STATE 12i�Be� & INDUSTRIES � � I � I I i I � I ' ' I I � Total Credits: ' I I 1 � I i I � I I I I *Please refer to Table R406.2 for complete option descriptions 1a Efficient Building Envelope 1a 0.5 1b Efficient Building Envelope 1b 1.0 1c Efficient Building Envelope 1c 2.0 1d Efficient Building Envelope 1d 0.5 2a Air Leakage Control and Efficient Ventilation 2a 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 2c Air Leakage Control and Efficient Ventilation 2c 1.5 3a High Efficiency HVAC 3a 1.0 3b High Efficiency HVAC 3b 1.0 3c High Efficiency HVAC 3c 1.5 3d High Efficiency HVAC 3d 1.0 4 High Efficiency HVAC Distribution System 1.0 5a Efficient Water Heating 5a 0.5 5b Efficient Water Heating 5b 1.0 5c Efficient Water Heating 5c 1.5 5d Efficient Water Heating 5d 0.5 6 Renewable Electric Energy 0.5 � � I � I ,'' o �, I I I � I I I i t I 173 74 N89 0 54' W � � � I I O tion 5a� EFFICIENT WATER HEATING pity Of Edmo ' ds Building Department I ork Sta�daert Res Add tion 1 540 12th Ave N 1 \ ddress JAN S�AN DAE RT � 1 1 caner i Jul 22, 2020 pproved Date I y � ' 1 , , � � II /��u�i�t ��o ie�ci �1 �'- uilding Official BLD 2 2 0 � 0560 �� �� ermit Number i 0 cn ; LOT 2 � � i 0 r,� F+� i .� ` V APPROVED BY PLANNING r �© � Jul 23 2020 i 0.5 *1200kwh 0.50 i � i I � � i � � I I� � I � � I � T I � � I � � I � � I � � I � I � I � � I � � I � � I � � I � � I � � I � � ��� � � I � � I � � I � I � � I � � I � � I � � I � � I � I I � I � 1 I I I I 1 � I � All showerhead and kitchen sink faucets installed in the house shall be rated at 1.75 GPM or less. All I 1 I , I - I other lavatory faucets shall be rated at 1.00 GPM or less.` I I � ' � ' � �, , 'i I I I 1 I To qualify to claim this credit, the building permit drawings shall specify the option being selected and ' i I � i I ' ' I I i � I ' I i I I I I I I I , I 1 I shall specify the maximum flow rates for all showerheads, kitchen sink faucets, and other lavatory I ---- ---- --- ��.��'BSBLT - � --�� � � -- I 1 faucets. LOB' 5 I I I �� , � i � � i 'i i ' ' I i � � � �' � i i �I � I c. Plumbing Fixtures Flow Ratings: � I ' I I I I � I I I I I ' ; I Low flow plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall I I 35 -4" i I � � , � � i I , � I I I _ I comply with the following requirements: I i I i � I ' ' I I � � � � ' I i I 1 I 1. Residential bathroom lavatory sink faucets: Maximum flow rate - 3.8 L/min (1.0 gal/min) when tested ' I I I I I 1 I I � I I 1 1 in accordance with ASME A112.18.1/CSA B125.1. I I I 2. Residential kitchen faucets: Maximum flow rate - 6.6 L/min (1.75 gal/min) when tested in accordance I I , � I � ' � � � � � � , I I 1 1 I i I I with ASME A112.18.1/CSA B125.1. � � I � � � � � � � � � � � I I 1 , i I i I I I 1 I I i i I 3. Residential showerheads: Maximum flow rate - 6.6 L/min (1.75 gal/min) when tested in accordance � I ' I I I I I I 1 with ASME A112.18.1/CSA B125.1. I I � I I � '� � � � � � I. I I I 1� � I � I N ' � I I I � I �� I !� \ I I I I I 1 ', \ m � � I I � ', � � � � � � m' II I 1 00 I m I 1 ,, , o �� z, I I I I I I 1 , o I I; o o� \o ; r, � I ', o I I, o �1 � � w� � I I I I\ 1 I I N I � to I� -� � I � � � � I 1 1 � � \ \ 22 -g I I \ \ I I � - I � � � it � � 1\ \ � t � I 1 li � t 1 � � � /jjj � o� � t ,- - XISTING CO C. DRIVEWq,Y �, \ PROP SED ADDITION -' i I \ \ 1 \ ,l 1 I s I1 v � � v � v v � v vI � v I � � � � � � � � � � , � � � � � � � ONSITE STORAGE OF DISPLACED MATERIALS ARE � - - - - - - - - -� - - ' � - - - - - - - � ' I 1' TO HAVE A TEMPORARY PLASTIC SHEETING � \ � 10.00 BSBL \ � � \ � � \ \ \ �� �' (POLYETHYLENE, POLYPROPYLENE, HYPALON OR 1 \ � \ � � � � � � \ � EQUIVALENT) OVER THE MATERIAL AND IS TO BE � I \ \ � � � � � � , � � , �I MAINTAINED FOR THE DURATION OF STORAGE. � 1 � � � � I ,� ` \ \ \ \ \ i I I � I � I � � I � � I � � I � � I � � I � � I � � � � � I � � I � I � � I � I � � I � � I � � I � � � � I � � I � � I � � I � ` I � � I � � I � �,. � � i' � � I � � I � �. � � I �` � I � � �I � � I � T I � � I i � I � � I � � ONSITE SOILS STORAGE W \ � I I 11 � � � � W o N o � �o �� � 174.3 589�50 54 E�, N i � � \ \ � �� � O � � � � O � Q � � � I ,� � � � � � � `I 1 �� � \ L � � �� \ �� A RECEIVE D �, � � \ I L T6 � , � \ \ \ � I 1 Jun 11 2020 � � \ � � � , � � , � � � � � � � \ � � CITY OF EDMONDS � ` � � ` DEVELOPMENT SERVICES \ � � DEPARTMENT � � \ � � I` PLAN I �� � � �� � NORTH ' � � \ � � PLANS EXAMINER APPROVAL: Site Plan SCALE: 1"=10'-0" Know what's be�OW. CaII before you dig. J � h J ° � � a O � ul U' �� � V�� ¢� �o Li � °' z o � vi �� � �� o 0 0 Z a� ^� ° (J Q In N N Lfl O er�� N "� w� Qa V 0 O ,� �� Q� u z � C.� � ��w m J Q. � � �� � � M � v � �� > a' o 0 aL�N C Y came, c~ W � � N � u, �;, � � � � �d� z U O > � X mwrlw 0 `" N U � V �_ 0 N a� i N Ol CV � ' O � � w �� Z c0 v� J � � � � O � � � � �m a"' Q � �' O �, ��� w � I � � a ��o o w o a 0 � 0 0 � M ``�' TT V Lfl O O Q o a / Plan Title Site Plan and Project Specifications Douglas Almond Date 05/13/2020 roject No. 20-014-01 Plan Revisions o - o - O - 0 - 0 - O - O - o - Sheet: IA1.01 or• `� I I � ,-, D X �_ z 7J D A G D m <n L �O� � � ��O � �ZD�� m � rn �o mcn� N � ��� � <_� �� m N � rn v n D r— m O O (/) ^� l.L m m_ �D r+ O �l N N O �ATJ / - rn� l V n 00000000� 0 I I I I I I I I 0 N � � ui � � lO m O ° �� � � v � � O I � o I I I 9% 3 o 0 0 0 0 Q Addition/Remodel for the Standaert Residence 540 - 12th Avenue North Edmonds, Washington 98020-2932 PERMIT SUBMITTAL SET Parcel No.: 00535600000500 Jurisdiction: City of Edmonds F �STRUCTURAL DESIGN ASSOCIATES Engineering Structures to Last �CINEF'� 3006 Rucker Avenue Everett, Washington 98201-3932 Ph: (425) 339-0293 Fx:(425) 252-0916 -��^ � N umrCAD �`04l DRAFTING & DESIGN, LLC "AutoCAD drafting and design specialist" 6300 139th AVE SE Snohomish, WA. 98290 Ph:206.225.0068 Fx:360.568.5747 n D r— m r O CD r CD CD �•� �� D X D Z A D v v O D z� Or 7o D =z m <n L �O� � � ��O � �ZD�� m � rn �o mcn� N � ��� � <_� �� m N � rn v -, ^O Y..! m�1 V n rn �-, v r— D z z O O z N N X W D v m D m m z v-, D m D n r� O 0 z N • D O 00000000� 0 iJ �I 0 I I I I I I I I 0 N � O to �p � o o��Wo� � N � D O o � o 0 Q O o � 3 I I I I v v Z Addition/Remodel for the Standaert Residence 540 -12th Avenue North Edmonds, Washington 98020-2932 PERMIT SUBMITTAL SET Parcel No.: 00535600000500 Jurisdiction: City of Edmonds F �STRUCTURAL DESIGN ASSOCIATES Engineering Structures to Last �ClNEF'� 3006 Rucker Avenue Everett, Washington 98201-3932 Ph: (425) 339-0293 Fx: (425) 252-0916 P _ _� NUTTYCAD _' � ?, DRAFTING &DESIGN, LLC — "AufoCAD drafting and design specialist" 6300139th AVE SE Snohomish, WA. 98290 Ph: 206.225.0068 Fx: 360.568.5747 Ln n D r— m IC r CD �D �•� �� D X D Z A D v v O D z� Or 7o D =z m <n L �O� � � ��O � �ZD�� m � rn �o mcn� N � ��� � <_� �� m N � rn v -, ^O Y..! m�1 V n rn �-, v r— D z z O O z N N X W D v m D m m z v-, D m D n r� O 0 z Ns • D 00000000� 0 iJ �I 0 I I I I I I I I o 0 Q °o 0 � 3 I I I I v v Z Addition/Remodel for the Standaert Residence 540 -12th Avenue North Edmonds, Washington 98020-2932 PERMIT SUBMITTAL SET Parcel No.: 00535600000500 Jurisdiction: City of Edmonds F �STRUCTURAL DESIGN ASSOCIATES Engineering Structures to Last �ClNEF'� 3006 Rucker Avenue Everett, Washington 98201-3932 Ph: (425) 339-0293 Fx: (425) 252-0916 _ _� P _ NUTTYCAD r - � >f 4 DRAFTING & DESIGN, LLC — "Auto CAD drafting and design specialist" 6300139th AVE SE Snohomish, WA. 98290 Ph: 206.225.0068 Fx: 360.568.5747 IF THIS PLAN IS NOT ON 22x34 PAPER, IT HAS BEEN SCALED ACCORDINGLY 15'-0" Code References: Section R314 Smoke Alarms: R314.1 General: Smoke alarms Shall wmply with NFPA 72 and Section R314 R314.1_,1 Listings: Smoke alarms shall be listed in accordance with UL 2317. Combination smoke and carbon monoxide alarms shall be listed in accordance with UL 217 and UL 2034. R314.2 Where required: Smoke alarms shall be provided in accordance with this section. R314.2.1 New construction: Smoke alarms shall be provided indwelling units. R314.2.2 Alterations. repairs and additions: Where AlterAtinns, repairs or Additions requiring a permit occur, or where one or mare sleeping rooms are added or created in existing dwellings, the individual dwelling unit shall be equipped with smoke alarms located as required for new dwellings. Exceptions: 1. Work involving the exterior surfaces of dwellings, such as the replacement of roofing or siding, the additien or replacement of windows or doors, orthe addition of a porch ar deck, are exempt from the requirements of this section. 2. Installation, alteration ar repairs of plumbing or mechanical systems are exempt from the requirements of t his section. 1 R314.3 Location: _2 Smoke alarms shall be installed in the following locations: 1. In each sleeping room. 2.Outside each separate sleeping area in the immediate vicinity of the bedrooms. 3.On each additional story of the dwelling, including basements and habitable attics and not including crawl spaces and uninhabitable attics. In dwellrngs or dwelling units with split levels and without an intervening door between the adjacent levels, a smoke alarm installed on the upper level shall suffice for the adjacent lower level provided that the lower level is less than one full story below the upper level. 4. Smoke alarms shall be installed not less than 3 feet [914mm} horizontally from the door or opening of a bathroom that contains a bathtub or shower unless this would prevent placement of a smoke alarm required by Section R314.3. R314.3.1 Installation nearcoakinaappliances: Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke alarm in a location required by Section R314.3. 1. Ionization smoke alarms shall not be installed less than 20 feet {60g6mm}horizontally from a permanently installed cooking appliance. 2. Ionization smoke alarms with analarm-silencing switch shall not be installed less than 10 feet {3048mm}horizontally from a permanently installed cooking appliance. 3. Photoelectric smoke alarms shall not be installed less than 6 feet {1828mmj horizontally from a permanently installed cooking appliance. R314.4 Interconnect ion: Where more than one smoke alarm is required to be installed within an individual dwelling unit in accordance with Section R314.3, the alarm devices shall be interconnected in such a manner that the actuation of one alarm will activate all of the alarms in the individual dwelling unit. Physical interconnection of smoke alarms shall not be required where listed wireless alarms are installed and all alarms sound upon activation of one alarm. Exception: Interconnection of smoke alarms i n existing areas shall not be required where alterations ar repairs do not result in removal of interior wall yr ceiling finishes exposing the structure, unless there is an attic, crawl space or basement available that could provide access for interconnection without the removal of interior finishes. R314.5 Combination alarms: Combination smoke and carbon monoxide alarms shall be permitted to be used in lieu of smoke alarms. R314.6 Power source: Smoke alarms shall receive their primary power from the building wiring where such wiring is served from a commercial source and, where primary power is interrupted, shall receive power from a battery. 4 Wiring shall be permanent and without a disconnecting switch otherthan those required for overcurrent protection. -2• BELOW Exceptions: 1. Smoke alarms shall be permitted to be battery operated where installed in buildings without commercial power. 2. Smoke alarms installed in actordante with Section R314.2.2 shall be permitted to be battery powered. R314.7 Fire alarm systems: Fire alarm systems shall be permitted to be used in lieu of smoke alarms and shall comply with Sections R314.7.1 through R314.7.4. R314, 7,1 G eneral: Fire alarm systems shall comply with the provisions of this code and the household fire warning equipment provisions of NFPA 72. Smoke detectors shall be listed in accordance with UL 268. R314.7.2 Location: Smoke detectors shall be installed in the locations specified in Section R314.3. R314.7.3 Permanent fixture: Where a household fire alarm system is installed, it shall became a permanent fixture of the oaupancy, owned 6y the homeowner. R314.7.4 Combination detectors: Combination smoke and carbon monoxide detectors shall be permitted to be installed in fire alarm systems in lieu of smoke detectors, provided that they are listed in accordance with UL 268 and UL 2075. Section R315 Carbon Manoxlde Alarms: R315.1 General: Carbon monoxide alarms shall comply with Section R315. R315.1.1 Listings: Carbon monoxide alarms shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms shall be listed in accordance with UL 2034 and UL 217. R315.2 Where required: Carbon monoxide alarms shall be provided in accordance with Section sR31S.2.1 and R31S.2.2. R315.Z.1 New construction: For new construction, carbon monoxide alarms shall be provided indwelling units where either ar both of the following conditions exist. 1. The dweflipg unit contains afuel-fired opplrance. 2. The dwelling unit has an attached garage with an opening that communicates with the dwelling unit. Proposed Upper Level Plan R315.2.2 Alterations, repairs and additions: Where akerAtians, repairs or additions requiring a permit occur, or where one or more sleeping rooms are added or created in existing dwellings, the individual dwelling unit shall be equipped with carbon monoxide alarms located as required for new dwellings. Exceptions: 1. Work involving the exterior surfaces of dwellings, such as the replacement of roofng or siding, or the addition or replacement of windows or doors, or the addition of a parch or deck, is exempt from the requirements of this section. 2. Installation, alteration or repairs of plumbing or mechanical systems are exempt from the requirements of this section. R315.3 Location: Carbon monoxide alarms in dwellrng units shall be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms. Where afuel-burning Appfianee is located within a bedroom or its attached bathroom, a carbon monoxide alarm shall be installed within the bedroom. R315.4 Combination alarms Combination carbon monoxide and smoke alarms shall be permitted tv be used in lieu of carbon monoxide alarms. R315.5 Power source: Carbon monoxide alarms shall receive their primary power from the building wiring where such wiring is served from a commercial source and, where primary power is interrupted, shall receive powerfrom a battery. Wiring shall be permanent and without a disconnecting switch other than those required far overcurrent protection. Exceptions: 1. Carbon monoxide alarms shall be permitted to be battery operated where installed in buildings without wmmercial power. 2. Carbon monoxide alarms installed in accordance with Section R315.2.2 shall be permitted to be battery powered. R315.6 Carbon monoxide detection systems: Carbon monoxide detection systems shall be permitted to be used in lieu of carbon monoxide alarms and shall comply with Sections R315.6.1 through R315.6.4. R315.6.1 General: � �� Household carbon m e r s s c h 2 Ca n monoxide detectors shall be lis rn e L R315.6.2 Location: ��� w w � ^ � ^ Carbon monoxide detectors sh II � ed i th loc '.L�3�r•'. rf'IE..yk'n section R315.3. These locations supersede the locations specified in NFPA 72fl. R315.6.3Permanentfixture: CITY OF EDMONDS Where a household carbon ��6E�d�� fiy��i iS��J � s�bbecome a permanent fixture of the occupancy and owned by the hOI��'�'�CRTM E NT PLAN R315.6.4 Combination detectors: Combination carbon monoxide and smoke detectors shall be permitted to be installed in carbon NORTH monoxide detection systems in lieu of carbon monoxide detectors, provided that they are listed in actordante with UL 2p75 and UL 268. ® PLANS EXAMINER APPROVAL: J m J ° O r l7 a � � � � � Q N � w � � V �� Q� � a'i ° +' � � X L.L � m � ,s z o � �, •� � �a O O p z Q� �o ^OC ° Q In N N iJ 0 ' � �`` �; t N a +try W � ¢a V 0 (] y cn � cn � Q � z V N w � � �_ 0 b0 Q � � � ili � � m V !. � > � o � Q L � 0 �_ � N Y ca m � cnW ���"' � u, �;, � N� � �b� ? �� �mwaii e I c O Q� U � ° � �' V �_ � O • N v � ��Q/� LL a--� L CV � C5l CV i � O � � � w +-+ Zoo in J Q � � m a--� Q L � � � O N � � s� � i � � � a �rl C � O w ��Q/� LL � o 0 O 0 •� 0 m o 0 O Z a� ro a Plan Title Floor Plans � Douglas Almond � � 05/13/2020 � 20-014-01 Plan Revisions Sheet: A2.2 SCALE: 1/4"=1'-0" IF THIS PLAN IS NOT ON 22x34 PAPER, IT HAS BEEN SCALED ACCORDINGLY W1.1 � f /�/� �% �\tl iz iz u, � 5 a3 3� 12 12 O10 F1.1 O J � Emil BLACK VAPOR BARRIER (TAPE ALL SEAMS) , , , , „ , , , , , , , ���\,� 5 W1.2 \���\ ��% \�jj ���\ �/��/ Structure Cross Section Section Assemblies: FLOOR ASSEMBLY F1.1 1. FLOOR FINISHES BY OWNER ATOP 3/a" CDX T&G GLUED AND NAILED TO 11%a" TJI-110 FLOOR JOISTS @ 16"o.c. WITH 10d COMMON NAILS 6"o.c. ALONG ALL FULLY SUPPORTED EDGES AND 12"o.c. FIELD NAILING. 2. INSULATE EACH JOIST BAY WITH MIN. R-30 UNPAGED BATT INSULATION. LEAVE MIN. 1" AIR -GAP BETWEEN TOP OF INSULATION AND BOTTOM OF SHEATHING, TYPICAL. WALL ASSEMBLY W1.1 1. LAP SIDING TO MATCH EXISTING ATOP ROLLED VAPOR BARRIER (TYPAR®, TYVEK� OR SIMILAR) ATOP 15/32" SHEATHING NAILED TO 2x6 @ 16"o.c. WALL FRAMING PER SHEARWALL SCHEDULE. 2. FULLY INSULATE EACH STUD BAY WITH MIN. R-21 BATT INSULATION. IF USING UNPAGED INSULATION A SECONDARY VISQUEEN BARRIER IS REQUIRED ON THE INSIDE FACE OF FRAMING. TO INSURE FULL INSULATION, FOAM ALL VOIDS IN FRAMING AT HEADERS, JAMBS, ETC. 3. INSTALL (1) LAYER �/z" GREENBOARD ON THE BATHROOM FACE OF WALLS. BRING TO A LEVEL 4 FINISH. WALL ASSEMBLY W1.2 1. 2x4 @ 16"o.c. WALL FRAMING. NO INSULATION REQUIRED AT INTERIOR PARTIONS. 2. INSTALL (1) LAYER'/z" GREENBOARD TO BOTH FACES OF WALL FRAMING. BRING TO A LEVEL 4 FINISH. ROOF ASSEMBLY R1.1 1. COMPOSITION ROOFING TO MATCH EXISTING ATOP ROLLED UNDERLAYMENT (TYVEK® PROTECT"" OR SIMILAR) ATOP 15/32" SHEATHING NAILED TO PRE -MANUFACTURED SCISSOR TRUSSES @ 24"o.c. WITH 8d COMMON NAILS 6"o.c. ALONG ALL FULLY SUPPORTED EDGES AND 12"o.c. FIELD NAILING. 2. CUT ACCESS POINT TO NEW ATTIC AREA IN EXISTING ROOF AT OVERFRAMING AREA(S). 3. INSTALL (1) LAYER 5/s" GWB TO THE WARM -IN -WINTER FACE OF BOTTOM CHORDS. BRING TO A LEVEL 4 FINISH. 4. FULLY INSULATE ATTIC AREA WITH MIN. R-38 BATT OR BLOW-IN INSULATION. INSTALL BAFFLES TO INSURE ADEQUATE AIR FLOW FROM SOFFIT VENTS TO CONTINUOUS RIDGE VENT, TYPICAL. RECEIVED PLANS EXAMINER APPROVAL: Jun 11 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT J m J ° O � r � U' a � � � V �� Q� � of m � � X L.L �� � z o �� � � �� o 0 0 z Q� OC �o N ° Q Q In N O ., /� N W � ¢a o� y (./) �� z V N W � o � s �, Q� � ili � � m V !. � > � o � Q 0 � �_ � N N Y ca m � � u, �;, � N� � �b� w E 2 O > � i< m w a w 0 ;_ a� U ° � � V O • N v � ��Q/� LL a--i L N � � N i � O � � � w �+ Z CO in J Q �� Q 00 L � � N O N ���� � � � a � Ln o O � w � o 0 o 0 �� 0 o � m u, `r' 0 Q o z Plan Title Cross Section � Douglas Almond � � 05/13/2020 � 20-014-01 Plan Revisions O O o - o - 0 - 0 - - - Sheet: A3.0 SCALE: 1/4"=1'-0" IF THIS PLAN IS NOT ON 22x34 PAPER, IT HAS BEEN SCALED ACCORDINGLY Code References: R806 Roaf Ventilation: R8Q6.1 Ventilation required: Enclosed attics and enclosed rafter spaces farmed where ceilings are applied directly to the underside of roof rafters shall have cross ventilation for each separate space by ventilating openings protected against the entrance of rain or snow. Ventilation openings shall have a least dimension of 1/16-inch {1.6mm} minimum and 3G-inch {fi.4mm] maximum. Ventilation openings having a least dimension larger than f&-inch [6.4mm}shall be provided with corrosion -resistant wire cloth screening, hardware cloth or similar material with openings having a least dimension of 1/16-inch [1.6mm}minimum and 3G-inch {5.4mm} maximum, openings in roof framing members shall conform to the requirements of Section R8D2.7. Required ventilation openings shall open directlyto the outside air. 806.2 Minimum vent area: The minimum net free ventilating area shall be 1/150 of the area of the vented space. Exception: The minimum net free ventilation area shall be 1/30� of the vented space provided one yr more of the following conditions are met: 1.} In Climate Zones 6, 7 and 8, Class I or II vapor retarder is installed on the warm -in -winter side of the ceiling. 2.} Not less than 40 percent and not more than 5D percent of the required ventilating area is provided by ventilators located in the upper portion of the attic or rafter space. Upper ventilators shall be located not more than 3-feet [914mm] below the ridge or highest point of the space, measured vertically, with the balance of the required ventilation provided byeave arcvrnice vents. Where the Ivcativn of wall yr roof framing members conflicts with the installation of upper ventilators, installation more than 3-feet {914mm} below the ridge ❑r highest paint of the space shall be permitted. R8U6.3 Vent and insulation clearance: Where cave or cornice vents are installed, insulation shall not block the free flaw of air. Not less than a 1-inch [25mm] space shall be provided between the insulation and the roof sheathing and at the location of the vent. R8U6.4 Installation and weather protection: Ventilators shall be installed in accordance with manufacturer's instructions. Installation of ventilators in roof systems shall be in accordance with the requirements of Section R9Q3. Installation of ventilators in a wall systems shall be in accordance with the requirements of Section R7ff3.1. R8Qfi.5 Unvented attic and unuented enclosed rafter assemblies: IJnvented attics and unuented enclosed roof framing assemblies created by ceilings that are applied directly tv the underside of the roof framing members and structural rvvf sheathing applied directly tv the top of the roof framing members/rafters, shall be permitted where all the following conditions are met: 1.} The unuented attic space is completely within the building thermal envelope 2.} No interior Class I vapor retarders are installed on the ceiling side {attic floor] of the unuented attic assembly or on the ceiling side of the unuented enclosed roof framing assembly. 3.} Where wvvd shingles yr shakes are used, aminimum 3G-inch {6.4mm}vented airspace separates the shingles or shakes and the roofing underlayment above the structural sheathing. 4.] In Climate Zones 5, 5, 7 and 8, any alr-Impermeable lnsulatlon shall be a Class II vapor retarder, ar shall have a Class II vapor retarder coating or covering indirect contact with the underside of the insulation. 5.] Insulation shall be Ivcated in accordance with the following: 5.1.] Item 5.1.1, 5.1.2, 5.1.3 or 5.1.4 shall be met, depending on the air permeability of the insulation directly under the structural roof sheathing. 5.1.1.}Where only alr-impermeable insulation is provided, it shall be applied indirect contact with the underside of the structural rvvf sheathing. 5.1.2.}Where air -permeable insulation is provided inside the building thermal envelope, it shall be installed in accordance with Section 5.1. In addition to the air -permeable Insulation installed directly below the structural sheathing, rigid board or sheet insulation shall be installed directly above the structural roof sheathing in accordance with the t2-values in Table R8Dfi.5 for condensation control. 5.1.3.}Where both air-irpermeable and arr-permeable insulation are provided, the air- Impermeableinsulation shall be applied in direct contact with the underside of the structural roof sheathing in accordance with Item 5.1.1 and shall be in accordance with the R-values in Table R806.5 for condensation control. The arr-permeable insulation shall be insta Iled directly under the air -impermeable insulation. 5.1.4.}Alternatively, sufficient rigid board or sheet insulation shall be installed directly above the structural mof sheathing to maintain the monthly average temperature of the underside of the structural rvvf sheathing above 45°F {7°C}. Far calculation purposes, an interior air temperature of 68°F [20°Cj is assumed and the exterior air temperature is assumed to be the monthly average outside air tem perature ❑f the three coldest months. 5.2.] Where preformed insulation board is used as the air -impermeable insulation layer, it shall be sealed at the perimeter of each individual sheet interior surface to form a continuous layer. R807 Attic Access: Buildings with combustible ceiling ❑r roof construction shall have an attic access opening to attic areas that have a vertical height of 30-inches [762mm] ar greater over an area of not less than 317-square feet {2.8 m2}. The vertical height shall be measured from the top of the ce3iling framing members to the underside of the rvvf framing members. The rough -framed opening shall be not less than 22-inches by 30-inches [559mm by 762mm] and shall be Ivcated in a hallway or other readily accessible Ivcativn. Where Ivcated in a wall, the opening shall be not less than 22-inches wide by 30-inches high [559mm wide by 762mm high]. Where the access is located in a ceiling, minimum unobstructed headroom in the attic space shall be 30-inches [762mm} at some paint above the access measured vertically from the bottom of ceiling framing members. See Section M13ff5.1.3 for access requirements where mechanical equipment is located in attics. R408 UNDER -FLOOR SPACE: R408.1 Ventilation: The under -floor space between the bottom of the floorjoists and the earth under any building [except space occupied by a basemen[] shall have ventilation openings through foundation walls or exterior walls. The minimum net area of ventilation openings shall be not less than 1-square foot [O.D929 mt] far each 150 square feet [14 mZ] of under -floor space area, unless the ground surface is covered by a Class 1 vapor retarder material. Where a Class 1 vapor retarder material is used, the minimum net area of ventilation openings shall be not less than 1 square foot [0.0924 m2] for each 1,5017 square feet [140 m2} of under-flaorspace area. One such ventilating opening shall be within 3-feet [914mm] of each corner of the building. R408.2 Openings for under -fluor ventilation: The minimum net area of ventilation openings shall be not less than 1 square foot [0.0929 mz] for each 15D square feet {14 mT} of under -floor area. One ventilation opening shall be within 3-feet [915mm] of each corner of the building. Ventilation openings shall be covered for their height and width with any of the following materials provided that the least dimension of the covering shall not exceed 7G inch {fi.4mm]: 1.] Perforated sheet metal plates not less than p.070 inch {1.8mm] thick. 2.] Expanded sheet metal plates not less than D.047 inch {1.2mm] thick. 3.] Cast-iron grill yr grating. 4.] Extruded load -bearing brick vents. 5.] Hardware cloth of 0.035 inch {0.89mm}wire or heavier. 6.] Corrosion -resistant wire mesh, with the least dimension being 1/8 inch [3.2mm] thick. Exception: The total area of ventilation openings shall be permitted to be reduced to 1/1,500 of the under -floor area where the ground surface is covered with an approved Class 1 vapor retarder material and the required openings are placed to provide cross ventilation of the space. The installation of operable louvers shall not be prohibited. R408.4 Access: Access shall be provided to all under -floor spaces. Access openings through the floor shall be a minimum of 18-inches by Z4-inches [457mm by 610mm}.Openings through a perimeter wall shall be not less than 16-inches by 24-inches [407mm by 61Dmm]. Where any portion of the through -wall access is below grade, an areaway not less than 16-inches by 24-inches {4D7mm by 610mm} shall be provided. The bottom of the area e e f t Throu h wall access g� g openings shall not t d a o e iv 1305.1.4 for access requirements whe e e e de s R408.5 Removal of debris: ��� � w ���� The under -floor grade shall e e of II v ge i n r anic material. All wvvd forms used for placing concrete shall be removed before a building is occupied or used for any purpose. All construction materials shall he removed bef�r�.�u��agEs� i��gsed for any purpose. R408.s Finished grade: DEVELOPMENT SERVICES The finished grade of under -floor s�i��a�l��r��ed tv be Ivcated at the bottom of the footings; however, where there is evidence that the ground -water table can rise to within 6-inches [152mm} of the finished floor at the building perimeter or where there is evidence that the surface water does not readily drain from the building site, the grade in the under -floor space shall be as high as the outside finished grade, unless an approved drainage system is provided. PLANS EXAMINER APPROVAL: J m � J ° O � � �n U' a � � � QN� w� Q� �r, Uo a � �a'f ° � m �' rn � Li � ,� � zo � � �� o o 0 0 z Q� OC �o N ° Q Q In N 0 ., /� N r� ¢a v o O ,� cn � cn � v z � � N � cn � w m � a � ' J � •C °' � � � � m � V � > �o 0 � Q N � CL � N Y ca m � c/f W � � � "' u, �;, � N� � �b� ? �� �mwaii E I 0 E Q� U � � � V 0 .� .N a--+ L CV � � CV O � L � � w a--+ Z cO v, J � � � � O � � � � � m a--+ Q � L � N � O N ���� � � � � � a � � � O w � o `n 0 O 0 0 o 0 Q o Z v a Plan Title Framing Plans Drawn Douglas Almond Date 05/13/2020 roject No. 20-014-01 Plan Revisions Sheet: 50.1 of. FOUNDATIONS BUILDING CODE 20 15 INTERNATIONAL BUILDING CODE FLOOR LOAD DEAD LOAD : 12 psf LIVE LOAD: 40 psf ROOF LOAD DEAD LOAD: 15 psf FLAT ROOF SNOW LOAD: 25psf SNOW EXPOSURE FACTOR (Ce): I . I SNOW LOAD IMPORTANCE FACTOR (Is): I .O THERMAL FACTOR (Ct): I . I WIND DESIGN DATA I .BASIC WIND SPEED: I I O MPH 2. WIND IMPORTANCE FACTOR (Iw): I .O BUILDING CATEGORY: it 3. WIND EXPOSURE: C 4. Kzt = I .37 5. INTERNAL PRESSURE COEFFICIENT: NA 6. APPLICABLE WIND PRESSURE FOR COMPONENTS AND CLADDING: NA SESIMIC DESIGN DATA I .SEISMIC IMPORTANCE FACTOR: i .0 SEISMIC USE GROUP: I 2. SPECTRAL RESPONSE ACCELERATION (Ss): 126.2% G 3. SITE CLASS: D (ASSUMED) 4. SPECTRAL RESPONSE COEFFICIENTS (SOS): 84. I %G 5. SEISMIC DESIGN CATEGORY: D 6. BASIC SEISMIC -FORCE -RESISTING SYSTEM: SHEARWALLS 7. DESIGN BASE SHEAR: SEE CALCULATIONS 8. SEISMIC RESPONSE COEFFICIENT (Cs): 0. 129 9. RESPO-NSE MODIFICATION FACTOR (R): 6.5 (WOOD SHEARWALLS, (R)= I .5 FOR CANTILEVERED POST I O. ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE PROCEDURE FRAMING LUMBER I .FRAMING LUMBER SHALL BE HEM -FIR NO. 2. GRADES ARE TYPICAL UNLESS OTHERWISE NOTED ON PLANS. LUMBER TO BE GRADE MARKED PER WCLIB SPECIFICATIONS. 2. STRUCTURAL SHEATHING SHALL BE APA RATED PLYWOOD, EXPOSURE I SHEATHING CONFORMING TO EITHER COMMERCIAL STANDARDS P5 I -83, APA PRP- 108, OR VOLUNTARY PRODUCT STANDARD PSE-92. PROVIDE A MINIMUM OF 3/8" EDGE DISTANCE ON ALL NAILS AND %8" EXPANSION JOINT BETWEEN ALL PANEL EDGES. MINIMUM SHEATHING REQUIREMENTS ARE AS FOLLOWS: ROOF SHEATHING TO BE 15/32" INT-APA RATED PLYWOOD OR �/6" OSB WITH EXTERIOR GLUE, P.I. 24/0. NAIL WITH 8d NAILS AT 6" ON CENTER AT PANEL EDGES AND 12" ON CENTER AT INTERMEDIATE MEMBERS. SUB FLOORING TO BE 3/4" TONGUE AND GROOVE C-D INT-APA RATED PLYWOOD OR OSB WITH EXTERIOR GLUE, P.I. 48/24. GLUE AND NAIL WITH I Od NAILS AT 6" ON CENTER AT PANEL EDGES AND 12" ON CENTER AT INTERMEDIATE MEMBERS. 3. NAILING. SHALL CONFORM TO TABLE 2304.9. I OF THE INTERNATIONAL BUILDING CODE UNLESS NOTED OTHERWISE. USE COMMON NAILS THROUGHOUT UNLESS NOTED OTHERWISE. 4. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS SPECIFICALLY DETAILED OR APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. 5. PROVIDE PROPERLY SIZED WASHERS UNDER HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. 6. PROVIDE 3"x3"x0.229" WASHERS AT ALL ANCHOR BOLTS. 7. BOLT HOLES SHALL BE NOMINAL DIAMETER OF BOLT PLUS%6" UNLESS NOTED OTHERWISE. LAG BOLT PILOT HOLES SHALL BE PRE -DRILLED TO 60% OF THE NOMINAL DIAMETER OF THE LAG BOLT UNLESS NOTED OTHERWISE. 8. ALL SILL PLATES SHALL BE BOLTED TO THE FOUNDATION WITH 5/8" MINIMUM DIAMETER BOLTS SPACED AT A MAXIMUM OF 48" ON CENTER. BOLTS MUST BE EMBEDDED A MINIMUM OF 7" INTO CONCRETE OR MASONRY. SEE PLANS AND DETAILS FOR SPECIFIC REQUIREMENTS WHERE APPLICABLE. 9. RIM JOIST iS TO BE I%4" LSL MINIMUM. i O. PROVIDE DOUBLE JOIST UNDER ALL PARALLEL PARTITION WALLS AND SOLID BLOCKING UNDER PERPENDICULAR PARTITION WALLS. I I .CONTACT THIS OFFICE PRIOR TO MAKING ANY CHANGES TO THESE DETAILS. I .THE FOUNDATION DESIGN IS BASED ON THE RECOMMENDATION IN THE INTERNATIONAL BUILDING CODE TABLE 1804.2. FOUNDATION WORK SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER 18 OF THIS CODE. 2. THE FOUNDATION DESIGN IS BASED ON THE FOLLOWING VALUES: ALLOW. SOIL BEARING 1500 PSF SOIL FRICTION .35 EQUIV. FLUID PRESSURES ACTIVE PRESSURE* 35 PCF PASSIVE PRESSURE 250 PCF 3. ALL FOOTINGS SHALL BE FOUNDED AT LEAST 18" BELOW THE UNDISTURBED GROUND SURFACE OR TO FROST DEPTH. ALL FOOTINGS SHALL BE FOUNDED ON COMPACTED FILL OR UNDISTURBED NATURAL GRADE UNLESS OTHERWISE NOTED. 4. COMPACTION: MATERIAL FOR FILLING AND BACKFILLING SHALL CONSIST OF THE EXCAVATED MATERIAL AND/OR IMPARTED BORROW AND SHALL BE FREE OF ORGANIC MATTER, TRA,`SH, LUMBER, OR OTHER DEBRIS. ALL WALLS SHALL BE ADEQUATELY BRACED PRIOR TO BACKFILLING. FILL AND BACKFILL SHALL BE DEPOSITED IN LAYERS NOT TO EXCEED 8 INCHES THICK, PROPERLY MOISTENED TO APPROXIMATE OPTIMUM REQUIREMENTS AND THOROUGHLY ROLLED OR COI�viPACTED WITH APPROVED EQUIPMENT IN SUCH A MANNER AND EXTENT AS TO PRODUCE A RELATIVE COMPACTION OF 90% OF MAXIMUM POSSIBLE DENSITY AS DETERMINED BY ASTM D ! 557. HAND TAMPERS SHALL WEIGH AT LEAST 50 POUNDS EACIH AND SHALL HAVE A FACE AREA NOT IN EXCESS OF 64 SQLyARE INCHES. HAND TAMPERS MAY BE OPERATED EITHER MANIUALLY OR MECHANICALLY AND SHALL BE USED WHERE LARGER POWER DRIVEN COMPACTION EQUIPMENT CANNOT BE USEID. STRUCTURAL FILL OVER 12" DEEP SHALL COMPLY WITH A GEO>TECHNICAL REPORT. COf�CRETE I .ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGIHT HARD ROCK TYPE (I 50 PCF) AGGREGATES SHALL CONFORM TO ASTMI C33 WITH PROVEN SHRINKAGE CHARACTERISTICS OF LESS THAN 0.05%. 2. ALL CONCRETE DESIGN IS BASED ON A 28 DAY COMPRESSIVE STREf��GTH (f'c) OF 2500 PSI. WHERE 3000 PSI CONCRETE IS REQUIRED BY THIS BUILDING DEPARTMENT FOR WEATHERING PURPOSES ONLY, NO SPECIIAL INSPECTION IS REQUIRED. 3. CEIMENT SHALL CONFORM TO ASTM C 150, TYPE I, CSA NORMAL. 4. MAXIMUM SLUMP SHALL NOT EXCEED 4 INCHES IN FLATWORK. 5. PLACEMENT OF CONCRETE SHALL BE IN CONFORMANCE WITH ACI 301 . 6. COINCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMIUM OF FIVE (5) DAYS AFTER PLACEMENT. ALTERNATE METHODS WILL �E APPROVED IF SATISFACTORY PERFORMANCE CAN BE ASSURED. 7. KE1�ED CONSTRUCTION JOINTS SHALL BE USED IN ALL CASES. ALL CONS-iRUCTION JOINTS SHALL BE THOROUGHLY CLEANED AND ALL LAITANICE SHALL BE REMOVED. ALL VERTICAL JOINTS SHALL BE THOROUGHLY WETTED AND SLUSHED WITH A COAT OF NEAT CEMENT IMME©IATELY BEFORE PLACING NEW CONCRETE. 8. SUBMIT LOCATION OF POUR JOINTS PRIOR TO PLACEMENT. POUR JOINTS SHALL BE LOCATED TO MINIMIZE EFFECTS OF SHRINKAGE AS WELL AS PLACED AT POINTS OF LOW STRESS. MAXIMUM AREA OF POUR JOINTS IS 400 SF. 9. MINIIMUM CONCRETE COVERAGE OF REINFORCING STEEL FOR FORMED WORK SHALL BE AS FOLLOWS: INTERIOR WALL: 3/4" EXTERIOR WALLS, EXPOSED TO WEATHER: I %2" EXPOSED TO EARTH OR WEATHER (#5 OR SMALLER): I %2" 'NOTE: CONCRETE CAST AGAINST GROUND SHALL HAVE 3" MIN. COVERAGE i O. PIES OTHER THAN ELECTRICAL CONDUITS SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED. 1 I . CO>NCRETE MIXES SHALL BE PROVIDED IN ACCORDANCE WITH ACI 3 18 (VtVHEN STRENGTH DATA FROM TRIAL BATCHES OR FIELD EXPERIENCE ARE NOT AVAILABLE). PER F'c (PSII) (MINIMIUM) 2500 (ino speaal inspection) SSE NOTE A 3000 CEMENT CONTENT SACKS LBS/CUBIC YARD CUBIC YARD (MINIMUM) 470 5 517 5%2 MIXES SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. NO MOfRE THAN A I " PLUS TOLERANCE SHALL BE ALLOWED. A) WHEf<RE SPECIAL INSPECTION IS NOT REQUIRED UNDER SECTION 1704.4- OF THE I.B.C., CONCRETE SHALL HAVE A MINIMUM CEMENT CONTEI�VT OF 5 SACKS PER CUBIC YARD OF CONCRETE. B) DESICGN MIX (OTHER THAN AS SPECIFIED IN THIS TABLE) SHALL BE SUBMITTED TO THE BUILDING OFFICIAL TWO WEEKS PRIOR TO FIRST USE. REINFORCING STEEL I .ALL REINFORCING STEEL SHALL CONFORM TO ASTM A6 15 GRADE 60 {fy = 60 KSI) FOR BAR SIZES NO. 5 � LARGER, GRADE 40 (fy = 40 KSI) FOR NO. 3 AND NO. 4 BARS. - 2. ALL REINFORCING STEEL SHALL BE LAPPED AS NOTED ON THE PLANS. WHERE LAP OR SPLICE LOCATIONS ARE NOT SPECIFICALLY INDICATED ON THE CONSTRUCTION bOCUMENTS, LAPS AND/OR SPLICES SHALL BE 42 BAR DIA AND BE WELL STAGGERED. 3. COMPLETE REINFORCING PLACEMENT DRAWINGS PREPARED IN ACCORDANCE WITH ACI 3 15 SHALL BE REVIEWED BY THE ENGINEER AND AVAILABLE ON THE JOB SITE PRIOR TO THE PLACING OF CONCRETE. 4. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A82 AND A 185 AND SHALL BE 6x6 W2. I /W2.1 UNLESS OTHERWISE NOTED. LAP REINFORCEMENT 6" MINIMUM. 5. ANCHOR BOLTS, DOWELS AND OTHER EMBEDDED ITEMS SHALL BE SECURELY TIED IN PLACE BEFORE CONCRETE IS POURED. SLAB ON GRADE REINFORCEMENT SHALL BE PLACED AT MID -DEPTH OF SLAB AND SHALL BE HELD SECURELY IN PLACE WITH MECHANICAL DEVICES DURING PLACING OF THE CONCRETE. PREFABRICATED WOOD I -JOISTS I .THE JOISTS SHALL BE MANUFACTURED BY TRUSS -JOIST MACMILLAN, INCORPORATED OR APPROVED EQUAL AND SHALL BE FABRICATED IN ACCORDANCE WITH ASTM D 5055. (SUBSTITUTIONS MUST BE APPROVED BY THE STRUCTURAL ENGINEER IN WRITING, PRIOR TO INSTALLATION} 2. SEE PLANS FOR SIZE, TYPE, AND LOCATIONS OF I -JOISTS. 3. THE JOISTS ARE TO BE ERECTED AND INSTALLED IN ACCORDANCE WITH THE PLANS AND THE MANUFACTURER'S INSTALLATION REQUIREMENTS AND RECOMMENDATIONS. CONTRACTOR SHALL GIVE NOTIFICATION PRIOR TO . ENCLOSING THE JOISTS TO PROVIDE AN OPPORTUNITY FOR INSPECTION OF THE INSTALLATION. PROVIDE BRIDGING, CONTINUOUS LATERAL BRACING, AND DIAGONAL BRACING BETWEEN THE JOISTS PER THE MANUFACTURER'S RECOMMENDATIOt�IS. 4. SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. DRAWINGS AND CALCULATIONS SHALL BE STAMPED AND SIGNED BY A REGISTERED PROFESSIONAL ENGINEER. THE DRAWINGS SHALL SHOW ALL CRITICAL DIMENSIONS A5 WELL AS THE LOADS THE JOISTS ARE DESIGNED TO SUPPORT. THE JOISTS ARE TO BE ERECTED AND INSTALLED IN ACCORDANCE WITH THE PLANS, APPROVED FABRICATOR DRAWINGS, AND INSTALLATION SUGGESTIONS. CONTRACTOR SHALL GIVE NOTIFICATION PRIOR TO ENCLOSING THE JOISTS TO PROVIDE AN OPPORTUNITY FOR INSPECTION OF THE INSTALLATION. DESIGN AND PROVIDE BRIDGING, CONTINUOUS LATERAL BRACING, AND DIAGONAL BRACING BETWEEN THE JOISTS PER THE MANUFACTURER'S RECOMMENDATIONS. ROOF TRUSS I .THE TRUSSES SHALL BE DESIGNED BY THE FABRICATOR TO FIT DIMENSIONS AND LOADS INDICATED ON THE PLANS AND IN THE STRUCTURAL NOTES. ALL DESIGNS SHALL BE IN ACCORDANCE WITH ALLOWABLE VALUES ASSIGNED BY THE BUILDING CODE. CONCENTRATED MECHANICAL ROOF LOADS SHALL BE INCLUDED IN THE DESIGN. VERIFY WEIGHTS AND LOCATIONS WITH THE ARCHITECT. SHOP DRAWINGS MUST BE RETAINED AT THE JOB SITE AND AVAILABLE TO THE BUILDING INSPECTOR FOR REFERENCE. THE TRUSS CALCULATION PACKAGE SHALL BE DESIGNED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER L►LENSED IN THE STATE OF WASHINGTON. THE TRUSS ENGINEER SHALL ASSUME ALL RESPONSIBILITY FOR THE WORK OF ALL SUBORDINATES INVOLVED IN THE PREPARATION OF THE TRUSS PLACEMENT PLANS AND THE TRUSS DESIGN DRAWINGS. 2. SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO FABRI ATION. DRAWINGS AND CALCULATIONS SHALL BE STAMPED AND SIGNED BY A RE ISTERED PROFESSIONAL ENGINEER. THE DRAWINGS SHALL SHOW ALL CRITICAL DIMENSIONS.AS WELL.AS THE LOADS THE TRUSSES ARE DESIGNED TO SUPPORT. THE TRUSSES ARE TO BE ERECTED AND INSTALLED IN ACCORDANCE WITH THE PLANS, APPROVED FABRICATOR DRAWINGS, AND INSTALLATION SUGGESTIONS. CONTRACTOR SHALL GIVE NOTIFICATION PRIOR TO ENCLOSING THE TRUSSES TO PROVIDE AN OPPORTUNITY FOR INSPECTION OF THE INSTALLATION. DESIGN AND PROVIDE BRIDGING BETWEEN THE TRUSSES, CONTINUOUS LATERAL BRACING AND DIAGONAL BRACING PER TRUSS PLATE INSTITUTE RECOMMENDATIONS. SHOP DRAWINGS MAY CONTAIN THE MANUFACTURERS ENGINEERING RESPONSIBILITY LIMITATIONS. HOWEVER, THEY SHALL MAKE NO STATEMENT AS TO THE ENGINEER OF RECORD RESPONSIBILITIES. rFNIFr2L11 I .ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CONTRACT DRAWINGS,. 2. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE RESPONSIBLE FOB THE SAFETY OF THE BUILDING. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING AND GUYS IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. /ANY DEVIATION MUST BE APPROVED PRIOR TO ERECTION. 3. ALL ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS. ANY DEVIATION MUST BE APPROVED BY OSHA PRIOR TO ERECTION. 4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINAINCES. yT,.p.�,,.�_ 5. THE CONTRACTOR SHALL BE RESPONStBLE FOR COORDINATING THE WORK OF ALLfi�ADES AND SHALL CHECK ALL DIMENSIONS. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTI©N OF THE ENGINEER AND BE RESOLVED BEFORE PROCEEDING WITH THE WORK. 6. SHOP DRAWINGS FOR PREFABRICATED TRUSSES AND MANUFACTURED FLOOR JOISTS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. 7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWIN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE ENGINEER. 8. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL OCCUR IN ADDITION TO ANY OTHER SPECIFIC DETAIL CALLED OUT. 9. COORDINATE WITH MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR SIZE ArND LOCATION OF ALL OPENINGS REQUIRED FOR DUCTS, PIPES, PIPE SLEEVES, ELECTRICAL CONDUITS, AND OTHER ITEMS TO BE EMBEDDED IN CONCRETE OR OTHERWISE INCORPORATED IN STRUCTURAL WORK. I O. PROVIDE OPENINGS AND SUPPORTS, AS REQUIRED PER STANDARD DETAILS FOR HEiATERS, MECHANICAL EQUIPMENT, VENTS, DUCTS, PIPING, ETC. ALL SUSPENDED MECHANICAL EiQUIPMENT SHALL BE SWAY OR LATERALLY BRACED. RECEIVED Jun 11 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT YGI � N B � �. c!� � Q� � � � O v CV O N � N Q > O � O Q x v � WAIL � � �U�� � � � Q� ��N� O � 0 O � � (� W m � L m � � -�--� � � W � z O � (f � a- z O O N z� p>� Q Q �- _ �~ N (� W Q - � � O � � � � W �iAY 1 � 2i�ta� Drawn By: CHRIS Checked By: CHRIS Date: 04-27-20 SDA JOB NO. 8963 STRUCTURAL NOTES S- � .0 EPDXY HOEDOWN SCHEDULE *FOR EPDXY INSTALLATIONS INTO EXISTING CONCRETE ANCHOR FASTENERS TO EMBEDMENT MIN. EDGE MODEL BOLT POST LENGTH DISTANCE HDU2-SDS2.5 �" � ATR (6) Y4'SCR WS" SDS 7 ��� 13/4» HOEDOWN NOTES 1. ALL -THREAD BOLTS SHALL CONFORM TO ASTM A307. 2. MINIMUM CONCRETE COMPRESSIVE STRENGTH f'c = 2500 PSI. MINIMUM WALL THICKNESS IS 8". 3. ALL HOEDOWNS REQUIRE A (2) 2x POST UNLESS NOTED OTHERWISE. WHERE HOEDOWNS ARE INSTALLED INTO THE WIDE _FACE OF THE STUD, STUDS MUST BE STITCH NAILED TOGETHER w/ 16d SINKERS STAGGERED ®4" o/c. 4. MINIMUM EDGE DISTANCE IS FOR FORMED CONCRETE EXPOSED TO WEATHER OR SOIL. FOR CONCRETE CAST AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. 5. NAILS/SCREWS TO HOEDOWN POST SHALL BE PER MANUFACTURER'S SPECIFICATIONS. 6. WHEN FIELD CONDITION BECOME LESS THAN MINIMUM SHOWN, CONTACT ENGINEER PRIOR TO PROCEEDING. 7. ALL HOEDOWN BOLTS MUST BE RE -TIGHTENED JUST PRIOR TO ENCLOSING SECOND SIDE OF WALL. 8. HOEDOWNS MAY BE ATTACHED TO EXISTING CONCRETE USING SIMPSON 'SET-XP' HIGH STRENGTH EPDXY. SIZE AND EMBED PER CHART. ICBO REPORT N0. ER-5279. DRILL ANCHOR BOLT HOLES Ys" LARGER THAN ANCHOR BOLT DIAMETER. POST PER PLAN/SCHEDULE (2-2x MIN) WEB STIFFENER INSTALLED SNUG FOR I -JOISTS. NO STIFFENERS REQ'D FOR SOLID SAWN. PLACE 2x6 SQUASH BLOCK EA SIDE OF JOIST. WHERE HD DOES NOT LINE UP OVER JOIST, USE SQUASH BLOCK EQUAL TO WIDTH OF HD POST ABOVE (4x MIN). �- °•° Qa EMBEDMENT �.�• , I FNGTH HOEDOWN PER PLAN (HDQ8 Ste) a �O. ..e ,:e°. v G. .a . • .a . <., � - e v .a.. ALL -THREAD ROD, DIAMETER AND EMBEDMENT PER SCHEDULE BOTTOM PLATE PER SHEARWALL SCHEDULE -RIM JOIST OR BLOCKING PER PLAN. -PRESSURE TREATED SILL PLATE PER SHEARWALL SCHEDULE. -STEM WALL AND FOOTING PER PLAN. H OLDOWN INSTALLATION INTO EXISTING EOU N D ATI ON NEW FOUNDATION WALL PER PLAN e °da a •°. • •° .• a4 a ...,e a d d A . .° EMBED ALL HORIZONTAL REBAR 4" INTO EXISTING FOUNDATION AS SHOWN AND EPDXY WITH SIMPSON " TYP EXISTING FOUNDATION (REBAR NOT SHOWN FOR CLARITY) NEW FOUNDATION TO EXISTING FOUNDATION Sf�1EAI�WALL SCHEDULE (CDX) SILL PLATE � CONN. @ BOTTOM/TOP PLATE MARK SHEATHING EDGE NAILING FIELD NAILING PND CONN. QI 3/8" CDX ONE FACE Sd @ 6" O(C Sd @ 12" O/C 5/a� � A.B. @ 48" O/C W/ 2x SILL PLATE LTP4 @ 20" O/C W/ 2x BOTTOM PLATE SHEARWALL NOTES 1. ALL STUDS, BLOCKING, TOP AND BOTTOM PLATES SHALL BE HEM -FIR N0. 2 UNLESS NOTED OTHERWISE ON PLANS. ALL SHEATHING EDGES MUST BE BACKED WITH 2x OR WIDER FRAMING (SEE NOTE #3). 2. SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. ALL SHEARWALL SHEATHING MUST EXTEND TO THE. OUTISDE EDGE OF ALL HOEDOWN POSTS AND CORNERS, AND TO THE INSIDE EDGE OF FRAMING AROUND OPENINGS. 3. WHERE SHEATHING NAILING IS SHEARWALL #3 AND GREATER, ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3-INCH NOMINAL MEMBER. ADDITIONALLY, WHERE SHEARWALLS ARE SHEATHED ON BOTH FACES, ALL STUDS AND PLATES RECEIVING EDGE NAILING FROM BOTH FACES MUST BE A SINGLE 3-INCH NOMINAL MEMBER OR PANEL JOINTS MUST BE STAGGERED. IN EACH OF THESE CASES 3x STUDS ARE REQUIRED UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS BY THE ENGINEER. FOR SHEARWALLS #3 AND #4, A 2x SILL PLATE MAY BE USED IF TWO TIMES THE NUMBER OF ANCHOR BOLTS REQUIRED BY THE SHEARWALL SCHEDULE ARE USED AND ARE EVENLY SPACED (SEE 2003 IBC SECTION 2305.3.10). 4. SHEARWALL NAILING CRITERIA IS BASED ON TABLE 2306.4.1 OF THE INTERNATIONAL BUILDING CODE (FOR CDX) OR REPORT NER-124 (FOR OSB). VALUES ARE BASED ON HEM -FIR N0. 2 FRAMING WITH COMMON NAILS. 5. HOEDOWNS AND OTHER CONNECTIONS MAY BE REQUIRED AT THE ENDS OF MANY SHEARWALLS. SIZES AND LOCATIONS OF THESE CONNECTORS ARE INDICATED ON THE PLANS. REFER TO THE APPROPRIATE DETAILS AND/OR HOEDOWN SCHEDULE FOR ADDITIONAL INFORMATION REGARDING ANCHOR BOLTS,' EMBEDMENT � LENGTH, ETC. WHERE (2) 2x's ARE USED AS A HOEDOWN POST, SHEARWALL EDGE NAILING MUST BE STAGGERED INTO EACH MEMBER OF THE POST. 6. ANCHOR BOLTS MUST BE EMBEDDED A MINIMUM OF 7" INTO CONCRETE OR GROUTED CMU, AND SHALL BE PLACED TO PROVIDE A MINIMUM OF 2" COVER. PROVIDE 3" COVER FOR CONCRETE CAST AGAINST SOIL. 7. ALL MACHINE BOLTS SHALL BE ASTM A307 OR BETTER. HILTI KWIK BOLTS/SIMPSON TITEN HD BOLTS OF THE SAME DIAMETER AS SHOWN IN THE SHEARWALL SCHEDULE MAY BE SUBSTITUTED FOR ANCHOR BOLTS INTO EXISTING CONCRETE. BOLTS SHALL BE EMBEDDED A MINIMUM OF 5" INTO EXISTING CONCRETE. 8. ALL NAILS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD (EXCEPT FOR BORITE TREATED WOOD) MUST BE HOT DIPPED GALVANIZED OR STAINLESS STEEL TO RESIST CORROSION. 9. WHERE 10d NAILS ARE SPACED AT 3" ON CENTER OR LESS, NAILS MUST BE STAGGERED. 10. OSB OF EQUAL OR GREATER THICKNESS MAY BE SUBSTITUTED FOR CDX SPECIFIED IN SHEARWALL SCHEDULE. HOEDOWN POST. SEE HOEDOWN SCHEDULE OR PLAN FOR MINIMUM REQUIREMENTS LOCATION OF HOEDOWN TO BE INSTALLED FOR DOUE3LE SIDED LENGTH OF SHEARWALLS, THE SHEATHING SHEARWALL ON EACH FACE MUST EXTEND CONTINUOUS BETWEEN HOEDOWN POSTS AS SHOWN. LATERAL MARKING LEGEND OPENING PER PLAN \ /# STHDI4RJ TYPE OF HOEDOWN TO BE INSTALLED SHEARWALL DESIGNATION -SEE SHEARWALL SCHEDULE FOR FRAMING, NAILING AND ANCHORAGE REQUIREMENTS CLEAR SPAN 17" MAXIMUM 30" MIN REBAF LENGTF ONE #4 REBAR IN SHEAR CONE (12"MIN. REBAR LENGTH) FROM CONER RIMJOIST 'STHD' I N STAL.LATI ON • a � SEE WALL SECTIONS ' ' ° •�� FOR SIZE AND ..II SPACING OF WALL `' REINFORCING I. 42 DIA. � �� .�i a 42 DIA. �• Il.a 2'-0" MIN • ° e. e . I. °. a • e a ,: 9 .. ' � � CORNER BAR SAME 4� QIA. slzE & 4� QIA. 4� QIA. 2 —0 MIN. SPACING AS 2 —0 MIN. 2 —0 MIN. ALTERNATE BAR HORIZ. WALL DIRECTION REINF. CORNER REINFORCEMENT DETAILS TRUSS PER PLA 8d � 6" 0/C INTO BLOCKIN H1 CLIP ©EAC TRUSS (24" 0/C MA i 2ECEIVED Jun 11 2020 CIT MONDS = OP SERVICES AR ENT VENTILATION MAY BE WALL PER PLAN - REQ'D AT BLOCKING. NAIL SHEATHING VERIFY METHOD W/ INTO EA MEMBER OF ENGINEER PRIOR TO TOP PLATE CONSTRUCTION. BIRD BLOCKING IS ACCEPTABLE. PROOF/SHEARWALL CONN. �vGI N��� 3�x /`f %_ � � -�-� 6� �_ O V N O cU (� � w—mot E Q� > O .. o Q N � w � � � U � � � ��� � Q � �N-6 O O � W � � (� � � m � � -1-� CV V � � w s— z -�—� O z O N w Q 0 O z z � O N zp Qj� Q Q ��� N Q Q ZQ OZ O � � � W MAY 1 � 2t120 Drawn By: CHRIS Checked By: CHRIS Date: 04-27-20 SDA JOB NO. 8963 STRUCTURAL DETAILS � 2�0 SHEARWALL EDGE NAILING TO BOTTOM PLATE PRESSURE TREATED SILL PLATE PER SHEARWALL SCHEDULE. USE 2x6 W/ A.B. ®48" 0/C (MIN) LTP4 PER SHEARWALL SCHEDULE SHEARWALL EDGE NAILING TO SILL PLATE 16d ®EA J01ST. WHERE 3x BOTTOM PLATE IS REQ'D, USE SDSY4x4Xi SCREW. 6" a .. � I (�T_I�(� �:a JOIST PER PLAN (I —JOIST SHOWN) =1 I I �I I� I I � ° ' �� �� 8" WALL w/ #4 BARS ®18" o/c EACH WAY. (2) #4 BARS ®TOP. HOOK VERTICAL BARS INTO FOOTING 18" —ALTERNATE HOOK DIRECTION. 8„ off. � . �. � ..: � I =1 I I I � I_ I I—� I� �� III (2) # 4 (TYP) 1'-4" 4" 0 PERFORATED PLASTIC PIPE. CENTER IN ONE CUBIC FOOT OF FREE DRAINING GRAVEL AND DRAIN *BREAK SHEARWALL To APPRovED ouTFALL. SHEATHING @BOTTOM OF SILL PLATE JOISTS PERPENDICULAR EXT. WAL SCALE: �4"=1'-0" MAIN ROOF TRUSS PER PLAN 2X4 BLOCKING BETWEEN RAFTERS W/ 16d COMMON NAILS 6" 0/C TO SLEEPER T V D I (-` n l �n� � ►�� � ATI nN CONNECTION CONTINUOUS 2x4 TRIM BOARD J w/ (2) 16d SINKERS TO EACH RAFTER/TRUSS. INSTALL SNUG IN FRONT OF 2x4 POSTS TO TOP VIE W PREVENT SLIDING Qnn� nv�R�RAMINC� nFTAiLS SHEARWALL EDGE NAILING TO - BOTTOM PLATE PRESSURE TREATED SILL PLATE PER SHEARWALL SCHEDULE. USE 2x6 W/ A.B. ®48" 0/C (MIN) LTP4 PER SHEARWALL SCHEDULE SHEARWALL EDGE NAILING TO SILL. PLATE �� . •. •*: •.. _• 4" � PERFORATED PLASTIC PIPE: CENTER IN ONE CUBIC FOOT OF FREE DRAINING GRAVEL AND DRAIN TO APPROVED OUTFACE. PROVIDE 2x4 POSTS AT RAFTERS AND RIDGE BOARD EVERY 48—INCHES MINIMUM. POSTS SHOULD BE ALIGNED TO FALL ON MAIN ROOF FRAMING MEMBERS AS SHOWN. WHERE RIDGE BOARD DOES NOT ALIGN w/ MAIN ROOF MEMBER, POSTS SHOULD BEAR ON 2x6 BLOCK INSTALLED BETWEEN ADJACENT TRUSSES. 16d ®EA BLOCK AND ®12" 0/C INTO RIM. WHERE 3x BOTTOM PLATE IS REQ'D, USE SDS Y4x4 1�i SCREWS BLOCKING t�D 48" 0/C W/ (3) 10d NAILS ° ' JOIST PER PLAN (I —JOIST SHOWN) 8" WALL w/ #4 BARS C� 18" o/c EACH WAY. (2) #4 BARS ®TOP. �.a HOOK VERTICAL BARS INTO FOOLING —ALTERNATE HOOK DIRECTION. a e a (2) # 4 (TYP) JOISTS PARALLEL 2x4 HF#2 RAFTERS 24" o/c w/ (3)16d TOENAILS EACH END CONTINUOUS 2x6 SLEEPER —� w/ (3)16d SINKERS EA. TRUSS/RAFTER ROOF FRAMING PER PLAN SHEATHING PER PLAN/SCHEDULE SIDE VIEW CONTINUOUS 2x6 2x4 BLOCKING w/ 16d SINKERS ®6" o/c TO SLEEPER BELOW NAIL ROOF SHEATHING TO TOP CHORD w/ 8d @ 6" O�C 2x FLAT @ GABLE IF SHEATHING IS NOT BROKEN ON TOP PLATE, USE A35 @ 12" 0/C SHEARWALL PER P SHEATHING TO MATCH �SHEARWALL. NAIL TO - GABLE PER SCHE ULE. BREAK SHEATHING ON TOP PLATE ONLY LATERAL BRACING IS REQUIRED AT ALL GABLE ENDS GABLE END/SHEAR WALL CONNECTION NAIL SHEATHING TO BLOCK NAIL ROOF SHTG W/ 8d @ 4" o/c TO TOP CHORD w/ 8d @ 6" o/c I �) 16d NAIL .I'�� FROM BRACE TO BLOCK 2x4 BLOCK @ EACH - DIAGONAL BRACE 2x4 DIAGONAL BRACE @ 48" 0 /C SHEATHING TO MATCH SHEARWALL. NAIL TO GABLE PER - SCHEDULE.(WHERE 10d NAILS ARE - REQ'D, USE 10d x 2" LONG.) �- 2x FLAT @GABLE BREAK SHEATHING ON TOP PLATE ONLY GABLE/SHEARWALL CONN SCALE: 3/4"=1,-0„ 2x4 GUSSET w/ (3) 16d SINKERS EACH MEMBER CONTINUOUS 2x4 BLOCKING w/ (2) 16d SINKERS TO EACH TRUSS/RAFTER BELOW. INSTALL SNUG IN FRONT OF POST AS SHOWN OVERFRAMING RAFTERS ON IF SHEATHING IS NOT BROKEN ON TOP PLATE, USE A35 @ 12" 0/C SHEARWALL PER PLAN EIVED n 11 2020 �Y OF EDMONDS _OPMENT SERVICES DEPARTMENT SECTION A- A �� ti G I N � � � O � V CV � O N lS� � jQ�, CV O U � � w� � � � � � - U � �� m � � N � � � �� � Owm (� m � L � -�--� � � � o -�-� � _ �- z � O N zp Qj� Q ��� Q N Q ZQ O O � H (fi � w �r'�i � � LIJ Drawn By: C11RIS Checked By: C11RIS Date: 04-27-20 5DA JOB NO. 8963 STRUCTURAL DETAILS s ��o