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Permit File BLD-2018-0364 1113 F Avenue (2)
Job Address APN City of Anacortes 904 6th Street P.O. Box 547 Anacortes, WA 98221-0547 (360) 293-1901 1117 F AVE ANACORTES WA 98221 Remarks: East Unit of Duplex with credits for Demoed house. Permit Type: Project: Owner: DAVID & JUNGHEE SPICER Contractor: Address: 101 LYLE LOOP Address: Phone: Phone: License #: Invoice/Permit #: BLD-2018-0364 Applied date: 06/06/2018 Issue date: 08/13/2018 Expire date: 02/09/2020 Single Family Residence Permit General Information: Fees: Occupancy Group it-2 Plan Review Deposit 200,00 Use Zone R3 Old Town Building Permit Fee 11144,95 # of Bedrooms 2 Plan Review Fee 544,22 Lot Area 7500 Mechanical Permit Fees 96,75 1st Floor Square Footage 504 Plumbing Permit Fee 83.00 2nd Floor Square Footage 474 State Building Code Fee Resi 6.50 Garage Square Footage 300 Sewer Inspection Fee 50.00 Deck Square Footage 152 Total Calculated: 2,125.42 Building Valuation 126400 Deposits/Receipts: 200.00 # Forced Air Furnace <=1,000 1 # of Bathtubs 1 Total Due: 1,925.42 # of Clothes Dryers 1 # of Clothes Washers 1 # of Dishwashers 1 # of Gas Piping 1 # of Gas Water Heaters 1 # of Hose Bibbs 1 0"*A-0rn0�0 # of Kitchen Sinks 1 s w r r•� # of Lavatories 2 0 _` I n C4 # of Range Hoods 1 s• 'X8 0 %D # of Ventilation Fans 3 z) rl- cis O r.4 W• D I V i i }, # of Water Closets 2 1JI 0 d ,_.a C 0% LL G .. 04) ry Iii }� H• F^� 'CI r, Q4 N ITS 'i 1 = T M m m r— THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, roFQIIr: CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMM5NQEC.--= t,:? HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PF1 VII 1%1� OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR WIS Ti;IL' GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER TA91-zF� LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. 'x-- m-C� a =1 'O r, ., SIGNATU City of Anacortes 904 6th Street P.O.Box 547 Anacortes, WA 98221-0547 (360) 293-1901 Job Address: 1113 F AVE ANACORTES WA 98221 APN: P57138 Remarks: West Unit of Duplex Invoice/Permit #: BLD-201IM363 Applied date: 06/06/2018 Issue date: 08/13/2018 Expire date: 02/09/2020 Permit Type: Single Family Residence Permit Project: Owner: DAVID & JUNGHEE SPICER Contractor: Address: 101 LYLE LOOP Address: SELAH WA 98942-8874 Phone: Phone: License #: General Information: Fees: Occupancy Group it-2 Plan Review Deposit 200.00 Use Zone R3 Old Town Building Permit Fee 1,144.95 # of Bedrooms 2 Plan Review Fee 544.22 Lot Area 7500 Mechanical Permit Fees 96.75 1st Floor Square Footage 504 Plumbing Permit Fee 83.00 2nd Floor Square Footage 474 State Building Code Fee Resi 6.50 Garage Square Footage 300 Sewer Inspection Fee 50.00 Deck Square Footage 152 Storm Drain GFC-Residential 1,597.48 Building. Valuation 126400 Sewer GFC-Residential 9,482.66 # Forced Air Furnace <=1,000 1 Park Impact Fee 615.00 # of Bathtubs 1 Traffic Impact Fee 21641,40 # of Clothes Dryers 1 Total Calculated: 16,461,96 # of Clothes Washers 1 Deposits/Receipts: 200.00 # of Dishwashers 1 # of Gas Piping 1 Total Due: 16,261.96 # of Gas Water Heaters 1 # of Hose Bibbs 1 # of Kitchen Sinks 1 c,-o # of Lavatories 2 = M m 'X; # of Range Hoods 1 �; Z I i V, ere h•) C4 # of Ventilation Fans 3 n a # of Water Closets 2 C4 ,a %. CL q, -C4 y: ,: •, , IM THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYfi CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMME� HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PRE OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR,N GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. z. o� c�•. SIGN,4 AGENT Q7 i F•. iLI t Peter Manusos, Architect.-- P. O. Box 12883' Mill Creek, WA Re: Plan review letter for Duplex at 1918 12th St. Anacortes To: Steve Kramer, Plans examiner. Jul. 2, 2018 These are my responses to your review: 1. No safety glass required. VWE ew over tub has been removed. 2. Egress windows in bedroom labeled on plan. 3. Stair section on sheet 1 shows 5 ft. minimum. 4. Not applicable details removed orztuGk out. 5. Energy code information noted on cover sheet. Also on Wa. State energy worksheet. Insulation noted on plans. 6. Lateral complies with prescriptive requirements. See schedule on sheet 2. The building complies with the requirements for seismic zone D-1 per IRC Table R602.10.3(3). Interior braced walls are not more than 4 ft. apart per Section R602.10.1.2 Prescriptive braced walls are on sides of garage front. 7. One hour wall details on sheet 5 have been corrected. The details are In compliance with GA method WP 3370. Roof sheathing is in compliance with section R302.2.2 exception to parapet requirement. Electrical penetrations to comply with section E3402.2 of IRC. Noted on sheet one at party wall. Thank you for your review. Peter Manusos, Architect for Bill Kappell. +4,C>� 5,9 f* t011 01 Anacortes Planning & Community Development Dept. Permit Center ° P.O. Box 547, Anacortes, WA 98221-0547 Don Measamer, Building Official, Planning Director Tuesday, June 12, 2018 Bill Kappel 943 Island View Dr Camano Island, WA 98282 RE: Plan review letter for 1918 12st, Anacortes. Bill PH (360) 293-1901 FAX (360) 293A938 I have started the plan review portion of your application. (Note that other disciplines may or may not be contacting you regarding your application too) There are a number of items that will need to be addressed before I can approve your application. 1. Please show on the plans the locations where Safety Glass will be needed? 2. Please show on the plans the location of the egress windows? 3. Please provide clarification on the headroom clearance at the toilet under the stair system? 4. There are a number of details on the plans that are not applicable to this project. Please remove all non -applicable details before you re -submit. 5. Please provide an Energy Code Worksheet that includes how you will be meeting the energy code credit requirements? Please show this information on the full sized plan set. 6. As proposed, this building does not meet the lateral requirements from the code. You can both modify your plan and demonstrate how it will meet code requirements, or you may have an engineer licensed in Washington State perform a lateral analysis. If you choose to demonstrate how it will meet code minimums, a lateral plan will be needed showing braced wall lines, bracing calcs and types. If you choose to have an engineer perform a lateral analysis, then the results of the engineering will need to be placed on full sized plan sheets and be a part of the plan set. 7. The code requires a 1-hr fire rated wall assembly between the 2 units. The wall that is proposed does not meet this requirement in the following areas - a. The floor system(s) may not interrupt the wall assembly. b. The upper wall in the attic shows trusses, however they appear to be orientated perpendicular to what is in actual. c. Please provide a UL or GA assembly that meets the 1 hr requirement for the crawl space, common wall and the attic space. d. Please show a full height cross section detail of the wall including all of the assembly details from number "c" above. e. Please indicate on the plans how you will address the electrical penetrations in the fire wall? Please contact me if you have any further questions about these requirements. Sincerely, Steve Kramer Plans Examiner City of Anacortes 360-293-5133 Cricchio, Kevin From: Sent: To: Cc: Subject: Cricchio, Kevin Thursday, July 5, 2018 2:36 PM bill@westernforestproducts.com' Frisinger, Rob; Kramer, Steve; Nelson, Kait 1113 & 1117 7" Avenue; BLD-2018-0363 & BLD-2018-0364 RE: 1113 & 1117 "F" Avenue; BLD-2018-0363 &BLD-2018-0364 We recently received a building permit application to construct one duplex on the subject property. I have completed my review on behalf of the Planning Department. A few revisions are needed as follows: 1. Are property corners in from a previous survey? If not, you will need to obtain a boundary survey of the subject property from a Washington State licensed surveyor. Please provide us with a copy. 2. Please have your surveyor note the density calculations for the R3 /Old Town Overlay. The maximum permitted density in this zone (and Old Town Overlay) is 9 dwelling units per acre. Gross acreage can include % the abutting right of way. The minimum lot size for a duplex in the R3 Zone is 7,500 SQ'. 3. Please provide us with a landscape plan that shows how conformance with AMC Chapter 17.41 is being met. Twenty (20) percent of the gross site area shall be landscaped pursuant to AMC § 17.41.020(G). Planting areas along street frontages shall be a minimum of fifteen feet wide in the R3 Zone. Trees shall be planted at an average of thirty feet apart in such planting areas with groundcover and shrubs used liberally. Vegetation indigenous to Western Washington is preferred. 4. Please submit a tree preservation plan that shows how conformance with AMC Chapter 16.50 is being met. On the plan, trees proposed for removal and retention shall be shown. Those trees designated for retention shall be protected before and during site development and construction through adherence to AMC § 16.50.100. According to AMC § 16.50.070(A), one (1) tree per one thousand (1,000) square feet of lot area is required. Trees proposed for planting must meet the standards listed in AMC § 1605000800 5. On your elevations, please show the average original grade and how you are complying with the maximum height of 25 feet above this for the R3 Zone/ Old Town Overlay. 6. A demolition permit is required for the removal of the house /structure. Please note that a demolition permit is required by the City of Anacortes Planning /Building Department and the Northwest Clean Air Agency located in Mount Vernon. When making application for a demolition permit with the City of Anacortes, please provide us with a copy of your demolition permit obtained from the Northwest Clean Air Agency. 7. Please provide us with 2 large sized +one 11" X 17" site plans that are drawn to scale, with dimensions (based on survey). i S o�.zs%t9 Phone (360) 293-1920 Fax (360) 293=1938. DATE: SAWQA6 Q 11 t 20%q CONTACT PERSON .�c�T-��,j•�m�NpS _J l►�,� BUSINESS NAME (If applicable) LOCATION ��713g �, 3— 1111 i��,,JENVE G?5T - (nitcG'T- fit-► 1'?� ST�c t"5 . . White —Office Copy Yellow —Resident or Contractor Pink —City Inspector PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT RESIDENTIAL BUILDING PERMIT APPLICATION Mailing Address: P.O. Box 547, Anacortes, WA 98221 07 Office Location: 904 6rh Street, Anacortes WA 98821 Phone: (360) 2934901, Fax: (360) 293-1938 PLEASE REFER TO THE RESIDENTIAL B UILDING PERMIT CHECKLIST BELOW FOR SUBMITTAL REQUIREMENTS PROJECT ADi � ` � treetSuite ): � �� � Subdivision/Lot #: Vpf It. ,l�S ISTb.br�rl• A��AT ��4 �/2d t3 APPLICANT: PARCEL(S) #: V P 11 PROJECT V �TION: Phone: Address (Street, City, State, Zip): E-Mail Address: PROPERTY OWNER: aN/l �� s>p�� Phone: 5�a �3� AlS55 Address (Street; City, State, Zip): cod L�a LOor i9e"a I E-Mail Address: 1 CONTACT PERSON: Address (Street, City, State, Zip): LENDING AGENCY: Phone: E-Mail Address: Phone: Address (Street, City, State, Zip): E-Mail Address: CONTRACTOR:* Phone: Address (Street, City, State, Zip): E-Mail Address: *All Contractors & Subcontractors must have a valid City of Anacortes business license prior to doing ivork in the Cite. Contact the City's Finance Department at (360) 2994965. Professional License #: Exp. Date: Business License #: Exp. Date: PROPOSED WORK: PROPOSED Basement SQ': • OO ❑ Finished Basement: ❑ Unfinished Basement 11 Floor SQ': p 2" `' Floor SQ': '( Fire Sprinkler: ❑ Yes ❑ No Garage /Carport SQ': Deck/ Covered Porch/ Patio SQ': 'a Lot Area SQ'4 I declare under penalty of pei jury that the information I have provided on this form/application is true, correct, and complete, and that I am the property owner or duly authorized agent of the property owner to submit a permit application to the City of Anacortes. Print Name: 1�, 1 V � Owner C� Agent ❑ (specify): i Signature: ti jF Date: _ LW (AV Page 1 of 3 Existing Impervious SQ': �l�jd'� {L¢%f,9�/�i New Impervious SQ': (� � fj � Total Disturbed Land/Soil SQ': 1po +p .F- .• Total Proposed: Cut: �,�,,,�, Fill: � Tlew hard surfaces (pervious &impervious) (t�t � � Land converted from native vegetation to lawn or landscaping SQ' Z � Land converted from Equipment Type: native vegetation to pasture SQ' �(, � , Appliance/Equipment Information (new and relocated): Total #: Furnace: Gas #: � Elec #: Other #: � Gas Water #: ` Location(s): � I -leaf Pump: Elec #: Other #: flir Conditioning: Elec #: Other #: Boiler: Gas #: Elec #: Other #: BTUs: Exhaust Fans: Bath #: Z Laundry #: Other: � Range Hood: #: l Location(s): ''� Fireplace: Gas #: Elec #: Other: #: Location(s): Ciothes Diyer: /Duct: Gas #: Elec #: I Other: #: Location(s): A Stove/Range/Oven: Gas #: Elec #: I Other: #: Location(s): Gas Outlet(s): #: Location(s): Other: #: Location(s): Fixture Type (new and relocated): Total #: TOTAL OUTLETS: Fixture Type (new and relocated): Tatal #: Water Closet (Toilet): Z Refrigerator water supply (for water/ice dispenser): Kitchen Sink: I Pressure Reduction Valve/Pressure Re ulator: Unlit Sink: Water Service Line: l •Tllb: � Water Piping: Hand Sink: pi Clothes Washer: 1 Shower: � Electric Water Heater: Tank -less? Yes ❑ No t� Dishwasher: I Backflow Prevention Device: Hose Bib: 2 Other: TOTAL OUTLETS: � D TOTAL OUTLETS: ?� PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT RESIDENTIAL UUILDING PERMIT CHECKLIST Mailing Address: P. D. Box 54/, Anacortes, WA 98221 Office Location: 904 6 ' Street, Anacortes WA 98821 Phone: (360) 2934901, Fax: (360) 293-1938 Plans shall be of sufficient clarity to indicate the location, nature, and extent of the work proposed, and conform to the provisions of the adopted International Codes and City Ordinances. PERMIT TYPE: a eD P SUBMITTAL REQUIREMENTS: c o• ;=W o . The number indicates the number, ofrA copies for submittal (if applicable).1 0 O Residential Building Pen -nit Application l 1 1 1 1 Site Plan (Drawn to Scale & Surveyed —if 2 2 0 2 2 applicable) Building Plans (Drawn to Scale) 2 2 2 2 2 Reduced Site Plan (11" X 17") 2 2 0 1 1 Reduced Floor Plan (I I" X 17") 2 2 2 2 1 Structural Calculations (if applicable) 2 2 2 2 2 Energy Code Compliance (shown on plans) ✓ ✓ ✓ Drainage Plan/ Small Parcel Stormwater 2 2 2 Plan Landscape Plan 2 2 2 Grading Plan/Cut/Fill 2 2 2 Critical Areas Report (if applicable) rjp 1 1 1 1 Geotechnical Report (if applicable) NO 1 1 1 1 Plan Review Deposit (due upon submittal) ✓ Z - i . Handouts and Standard Details maybe found on the City's website at www.cityofanaeortes.org.or can be obtained at City Hall during normal business hours. 2. Plans/calculation/reports prepared by state licensed architects or professional engineers must be stamped and signed by the design professional. Page 3 of 3 City of Anacortes 904 6th Street P.O.Box 547 Anacortes, WA 98221-0547 (360) 293-1901 Job Address: /! / 3 F t ' V �- ANACORTES WA 98221 APN P57138 Remarks: West Unit of Duplex Owner: DAVID & JUNGHEE SPICER Address: 101 LYLE LOOP SELAH WA 98942-8874 Phone: Invoice/Permit #: Applied date: Issue date: Expire date: BLD-20M0363 06/06/2018 12/03/2019 Permit Type: Single Family Residence Permit Project: Contractor: Address: Phone: License #: General Information: Fees: Occupancy Group it-1 Plan Review Deposit Use Zone R3 Old Town Building Permit Fee Lot Area 7500 Plan Review Fee Building Valuation 126400 State Building Code Fee Sewer Inspection Fee Storm Drain GFC-Residential Sewer GFC-Residential Park Impact Fee Traffic Impact Fee Total Calculated: Deposits/Receipts: Total Due: 200.00 1,144.95 54422 4, 50 50.00 1,597.48 9,482,66 615' 00 2,641,40 16,28021 0.00 16,280.21 T "S �• f h � 1-- Ir Tin IT t.o(4 rri, r, :t 1,•� , , Ia ra! C, ..J ► . �. i rl � y Z' �I fA V 7,. H 7 '4 - u C 7•. .. i = S m -n m r- THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 QAV!S,. Okt.IN: CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMM€tJ��G�� ��� HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL Pf2'0 OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER1 LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. c_ ,r SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY _ Bill Ka From, Cricchio, Kevin <kevinc@cityofanacortes.org> Sent. Thursday, July 05, 2018 2:36 PM To: bill@westernforestproducts.com Cc: Frisinger, Rob; Kramer, Steve; Nelson, Kait Subject: 1113 & 1117 "F" Avenue; BLD-2018-0363 & BLD-2018-0364 RE: 1113 & 111/ "Ir Avenue;BLD-2018-0363 &BLD-2018-0364 We recently received a building permit application to construct one duplex on the subject property. I have completed my review on behalf of the Planning Department. A few revisions are needed as follows: 1. Are property corners in from a previous survey? If not, you will need to obtain a boundary survey of the subject property from a Washington State licensed surveyor. Please provide us with a copy. 2. Please have your surveyor note the density calculations for the R3 /Old Town Overlay. The maximum permitted density in this zone (and Old Town Overlay) is 9 dwelling units per acre. Gross acreage can include % the abutting right of way. The minimum lot size for a duplex in the R3 Zone is 7,500 SQ'. 3. Please provide us with a landscape plan that shows how conformance with AMC Chapter 17.41 is being met. Twenty (20) percent of the gross site area shall be landscaped pursuant to AMC § 17.41.020(G). Planting areas along street frontages shall be a minimum of fifteen feet wide in the R3 Zone. Trees shall be planted at an average of thirty feet apart in such planting areas with groundcover and shrubs used liberally. Vegetation indigenous to Western Washington is preferred. 4. Please submit a tree preservation plan that shows how conformance with AMC Chapter 16.50 is being met. On the plan, trees proposed for removal and retention shall be shown. Those trees designated for retention shall be protected before and during site development and construction through adherence to AMC § 16,50.100. According to AMC § 16.50.070(A), one (1) tree per one thousand (1,000) square feet of lot area is required. Trees proposed for planting must meet the standards listed in AMC § 16.50.080. 5. On your elevations, please show the average original grade and how you are complying with the maximum height of 25 feet above this for the R3 Zone/ Old Town Overlay. 6. A demolition permit is required for the removal of the house /structure. Please note that a demolition permit is required by the City of Anacortes Planning /Building Department and the Northwest Clean Air Agency located in Mount Vernon. When making application for a demolition permit with the City of Anacortes, please provide us with a copy of your demolition permit obtained from the Northwest Clean Air Agency. 7. Please provide us with 2 large sized + one 11" X 17" site plans that are drawn to scale, with dimensions (based on survey). i Cricchio, Kevin From: Sent: To: Cc: Subject: Cricchio, Kevin Thursday, July 5, 2018 2:36 PM bill@westernforestproducts.com' Frisinger, Rob; Kramer, Steve; Nelson, Kait 1113 & 1117 "F" Avenue; BLD-2018-0363 & BLD-2018-0364 RE: 1113 & 1111 "F" Avenue; 15LD-2018-0363 &BLD-2018-0364 We recently received a building permit application to construct one duplex on the subject property. I have completed my review on behalf of the Planning Department. A few revisions are needed as follows: 1. Are property corners in from a previous survey? If not, you will need to obtain a boundary survey of the subject property from a Washington State licensed surveyor. Please provide us with a copy. 2. Please have your surveyor note the density calculations for the R3 /Old Town Overlay. The maximum permitted density in this zone (and Old Town Overlay) is 9 dwelling units per acre. Gross acreage can include % the abutting right of way. The minimum lot size for a duplex in the R3 Zone is 7,500 SQ'. 3. Please provide us with a landscape plan that shows how conformance with AMC Chapter 17.41 is being met. Twenty (20) percent of the gross site area shall be landscaped pursuant to AMC § 17.41.020(G). Planting areas along street frontages shall be a minimum of fifteen feet wide in the R3 Zone. Trees shall be planted at an average of thirty feet apart in such planting areas with groundcover and shrubs used liberally. Vegetation indigenous to Western Washington is preferred. 4. Please submit a tree preservation plan that shows how conformance with AMC Chapter 16.50 is being met. On the plan, trees proposed for removal and retention shall be shown. Those trees designated for retention shall be protected before and during site development and construction through adherence to AMC § 16,50,100, According to AMC § 16.50.070(A), one (1) tree per one thousand (1,000) square feet of lot area is required. Trees proposed for planting must meet the standards listed in AMC § 16.50.080. 5. On your elevations, please show the average original grade and how you are complying with the maximum height of 25 feet above this for the R3 Zone/ Old Town Overlay. 6. A demolition permit is required for the removal of the house /structure. Please note that a demolition permit is required by the City of Anacortes Planning /Building Department and the Northwest Clean Air Agency located in Mount Vernon. When making application for a demolition permit with the City of Anacortes, please provide us with a copy of your demolition permit obtained from the Northwest Clean Air Agency. 7. Please provide us with 2 large sized + one 11" X 17" site plans that are drawn to scale, with dimensions (based on survey). i J DATE SITE ADDRESS: SURVEYED SITELAN: 301L JILIL�l1�l:�►�il�r_1]»W14111MVE:1WA14TJM j ❑ yes ❑ no • Does site plan &dimensions match survey ❑yes ❑ no (�L 0 ZONING DISTRICT. } V 1 • Is the land use permitted in zone yes ❑ no CRITICAL AREAS: PERMIT #: PARCEL #: cal k , w r) • Is any critical areas located either on the subject property or within 300 feet ❑yes SHORELINE JURISDICTIO • ❑ yes no • Shoreline Environment: • Is the land use permitted in environment IMPERVIOUS SURFACE MAXIMUM: MINIMUM SETBACKS: MINIMUM LANDSCAPING: MINIMUM # OF TREES: Setback from OHWM: ❑ yes ❑ no MAX PERMITTED HEIGHT: OFF-STREET PARKING: EASEMENTS: �l c �� S ZA no _ INI le ��.. IN IN I IN n It LEq � f It 8. ti INN S v y o 5 6'a ai Wit: -NN ��� W ea S' a..6 G y N t 14 d _INN IN IN IN IN _5N,IN IN IN NA LIN ant Nn- IN, Are Nn- p 't 4 e y -� —- N C i� E ix _r n 41 K W Ann - II II — y-' Z n :',Zi03iZ�lFd SON Tin`N I INNJL IN�� s anNn��,ll _ I s _co, j- zkD ./1 1 r - PIN In III L LL 4 La IVA If. t a LU S _ uj NNI (04 3 7 V) C} - - _ _ NW � � INNIN NN o I{ w. D^y �(N3A t� I ..1 �<�.tp(N - - Y1 � Q �t�.d'`„.. j ,�• f INN ...... zap LU S PLANNING, COMMUNTITY, & ECONOMIC DEVELOPMENT DEPARTMENT IaESIDEN 11AL BUILDING PERMIT APPLICATION Mailing Address: P. O. Box 54 /. Anacortes, WA 98221 Office Location: 904 6"' Street, Anacortes WA 98821 Phone: (360) 2934901, Fax: (360) 293-1938 PLEASE REFER TO THE RESIDENTIAL B UILDING PERMIT CHECKLIST BELOW FOR SUBMITTAL REV UIRE�lIENTS n(S �t, Suite #): PROJEC 41 gV PARCELS) #: �1 �DRE L �� Subdivision/Lot#: t9P�(4 I *xAOP VJ To 6 t�f l� � 6'j1.lL � LOT 11� 11 42 or 5 PROJECT VALU SON,(� ( (� / APPLICANT: _ Phone: Address (Street, City, State, Zip): &Mail Address: PROPERTY OWNER: Phone: bA�/(,7- ild06tA �tCW 2z _ Address (Street, City, State, Zip): -- E-Mail Address: I 101 Lit ryas 11 VI A& CONTACT PERSON: c � L � pf� Phone: ------ -- - -- 4z5 j Address (Street, City, State, Zip): E-Mail Address: f1*3 St, P V(Vtiv ®e• CA-Aar$N� � �28Z 61w&(J"rEAK44 LENDING AGENCY: bJ•A. Phone: � Address (Street, City, State, Zip): E-Mail Address: CONTRACTOR:' Phone: ——T_---- t4PT 5 Address (Street, City, State, Zip): E-Mail Address: Professional License Exp. Date: #: � *gill Contractors & Subcontractors must have a valid Cite gJ'Anacortes business license prior to doing work in the City. Contact the Cir IBusiness incrrrce Department at (360) 299-1968. License #: Exp. Date: PROPOSED WORK: µES Cfl��T�y�'[rD�V�C --'_ -- -- I PROPOSED1 1 .L1f�hra Basement SQ': N , ❑ Finished Basement: ❑ Unfinished Basement I" Floor SQ': ® �b Gj p4 ' _ Garage /Carport SQ': 40AfA4; e2 ' 2" d Floor SQ': Deck/ Covered Porch/ Patio SQ': Fire Sprinkler: ❑ Yes LV No Lot Area SQ': 15000 I declare under penalty of perjury that the information I have provided on this form/application is true, correct, and complete, and that I am the property owner or duly authorized agent of the property owner to submit a permit application to the City of Anacortes. Print Name: _qn hie{} 1 G�,�--- , Owner Agent ❑ (specify): f Signature: 4i� Date: 45rI+20i� " —_—. CEa e 1 0 3 S �' Existing Impervious SQ': I �� D � (L�Mo� r>r New Impervious SQ': � �j � Total Disturbed Land/Soil SQ': 'RlIp0 � �" � Total Proposed: Cut: �,�¢�� Fill: New hard surfaces (pervious &impervious) It�-6� � Land converted from native vegetation to lawn or landscaping SQ' ZtI: � Land converted from native vegetation to pasture SQ' Equipanent Type: Appliance/Equipment Information (new and relocated): Total #: Furnace: Gas Water #: j Location(s): I, 1-leaf Pump: Elec #: Other #: Air Conditioning: Elec #: Other #: Boiler Exhaust Fans: Bath #: 7.. Laundry #: Other: � Range Hood: #: I Location(s): G� hireplace: Gas #: Elec #: Other: #: Location(s): Clothes Dryer: /Duct: Gas #: Elec #: ( Other: #: Location(s): 1r Stove/Range/Oven: Gas #: Elec #: � Other: #: Location(s): 1 Gas Outlet(s): #: Location(s): Other: #: Location(s): fixture Type (new and relocated): Total #: TOTAL OUTLETS: Fixture Type (new and relocated): Total #: 1'��ater Closet (Toilet): � Refrigerator water supply (for water/ice dispenser): Kitchen Sink: I Pressure Reduction Valve/Pressure Re ulator: Unlit � Sink: Water Service Line: 1 '-Cub: � Water Piping: Hand Sink: `� Clothes Washer: � Shower: 1 Electric Water Heater: Tank -less? Yes ❑ No L►� Dishwasher: I Backflow Prevention Device: I -lose Bib: � Other: TOTAL OUTLETS: � � TOTAL OUTLETS: �,,, PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT RESIDENTIAL BUIL®ING PERMIT CHECI%L1b 1 Mailing Address: P.O. Box 347, Anacortes, JVA 98221 Office Location: 904 6`�' Street, Anacortes WA 98821 Phone: (360) 293-1901, Fax: (360) 2934938 Plans shall be of sufficient clarity to indicate the location, nature, and extent of the work proposed and conform to the provisions of the adopted International Codes and City Ordinances, PERMIT TYPE: Inc SUBMITTAL REQUIREMENTS: CD The number indicates the number of a?, ~ b n - n copies for submittal (if applicable). o c tZ o O rt. ram..'. rt Residential Building Permit Application 1 1 1 1 1 Site Plan (Drawn to Scale & Surveyed —if 2 2 0 2 2 applicable) Building Plans (Drawn to Scale) 2 2 2 2 2 Reduced Site Plan (I I" X 17") 2 2 0 1 1 Reduced Floor Plan (I I" X 17") 2 2 2 2 1 Structural Calculations (if applicable) 2 2 2 2 2 Energy Code Compliance (shown on plans) ✓ ✓ ✓ Drainage Plait/ Small Parcel Stormwater 2 2 2 Plan Landscape Plan 2 2 2 Grading Plan/Cut/Fill 2 2 2 Critical Areas Report (if applicable) 1 1 1 1 Geotechnical Report (if applicable) 1 1 1 1 Plan Review Deposit (due upon submittal) ✓ Handouts and Standard Details maybe found on the City's website at www.cityofanacortes.org or can be obtained at City Hall during normal business hours. 2. Plans/calculation/reports prepared by state licensed architects or professional engineers must be stamped and signed by the design professional. Page 3 of 3 City of Anacortes 904 6th Street P.O. Box 547 Anacortes, WA 98221-0547 (360) 293-1901 Job Address: I 1 ( f , \ vR— ANACORTES WA 98221 APN: Remarks: East Unit of Duplex with credits for Demoed house. Permit Type: Pr)ject: Owner: DAVID & JUNGHEE SPICER Contractor: Address: 101 LYLE LOOP Address: SELAH WA 98942-8874 Phone: Phone: License #: Invoice/Permit #: BLD-2018-0364 Applied date: 06/06/2018 Issue date: Expire date: 12/03/2019 Single Family Residence Permit General Information: Fees: Occupancy Group it-1 Plan Review Deposit 200.00 Use Zone R3 Old Town Building Permit Fee 1,144.95 Building Valuation 126400 Plan Review Fee 544.22 State Building Code Fee 4.50 Sewer Inspection Fee 50.00 Total Calculated: 11943,67 Deposits/Receipts: 0.00 Total Due: 11943,67 T•. V, rt h•1 (A ,_ri , h . r 0j I (DkA ,u 4 4 < Cr, C� H C (Y•. F-1 0 .. ILO s kA 'a e+ it: r, 4' S : ro -n m r- ma, THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYSy- Off , V, CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMVNOk8- ,.E, HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PRO0N OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR (,q PHA, GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTI TA•094 LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. CL 4 g. H In 0 14 N ,� ,—, SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY .rt ANACORTES PUBLIC WORKS DEPARTMENT Steven Lange, Project Manager P.O. BOX 547, ANACORTES, WA 98221 E-MAIL: stevel@cityofanacortes.org Memo Date: August 7, 2018 To: Bill Kappel From: Steven Lange PH(360) 293-1920 FAX(360) 293-1938 Subject: Proposed New Duplex at 1113 —1117 F Avenue (P57138) cc: Eric Shjarback, Fred Buckenmeyer, Don Measamer, Kait Nelson, Justin Symonds The Public Works Engineering Department completed a review of the Building Permit Application documents on Tuesday, August 7, 2018. Below are the following comments and or recommendations. • August 1, 2018: Routed to Public Works from Building Department. • August 7, 2018: Public Works review complete and routed comments to applicant. Zoning: • This property is located within the R3 Zone Subdivision Type: • Proposed residential construction on Lots 11, 12 and the west °/2 of 13 of Block 4, Davis First Addition to Anacortes. Critical Areas: ■ Contact the _Planning Department regarding Critical Areas requirements. Permits: ■ Right -of -Way Permit for work being performed Inside and Outside the Traveled Way. Contact Justin Symonds, Public Works Inspector, at 360.661.3547. ■ Contact the City of Anacortes Planning Department for additional permitting requirements such as SEPA, Grade and Fill permits, Conditional Use, Building, etc. • Water •Wastewater •Streets •Storm Drainage •Engineering •Solid Waste • Transportation •Equipment •Capital Projects •Development Services City of Anacortes Development Standards. ■ The 2011 Development Standards can be found on-line at www.cityofanacortes.org. If the Engineer of Record needs any COA Standard Details in AutoCAD format, they can email me at stevel6 cityofanacortes.org and request a CD. This CD will be mailed to a provided address. Sewer: ■ For additional Sewer information Cl" design criteria, see the 2011 EDS Standards, Chapter 5 — Sanitary Sewer. ■ There is sewer available for this project in a via an 8-inch PVC Sanitary Sewer Conveyance System in the Public Alley Way. ■ Public records indicate that a private sanitary sewer side service to this parcel. The size of the existing side service is unknown and will need to be verified by the applicant. The minimum side service from the main to the property is 6-inch. (S1-10) Storm: ■ For additional Storm information and design criteria, see the 2011 EDS Standards, Chapter 4 — Storm Drainage. ■ Public records indicate that there is no direct storm line stubbed to this property. If infiltration is deemed infeasible, the Catch Basin #3180 (12th St. and F Ave.) can be accessed with a perforated pipe connection for conveying water from the site to the Public Storm Facility. There is a proposed Water Quality\Landscape area that can be used for Rain Garden purpose or overflow area. This area will need to be designed to meet DOE requirements with 3:1 side slopes and 1400t minimum bottom. ■ See Anacortes Municipal Code 19.76 — Storm water. ■ For land disturbing activities between 1,000 sf and 5,000 sf, the project is required to provide a Storm Drainage Analysis meeting the Minimum Requirements #1 to #5 (AMC 19.76.40), which needs to be submitted with a Building Permit application. ■ The proposed project will need to provide an Erosion Control Plan. (MR#2) Traffic: ■ Pedestrian facilities are required. ■ 5-foot sidewalks for Residential Access in the R3 Zone. Located 14-feet from the edge of existing asphalt. ■ WSDOT Standard Plan F-30.10-03 — Cement Concrete Sidewalk, attached. ■ All transitions to the existing sidewalks shall meet ADA requirements. ■ Provide a Traffic Control Plan (Current MUTCD Manual) prior to any construction taking place for approval by the City of Anacortes City Engineer. ■ Street Lighting — None required • Water •Wastewater •Streets •Storm Drainage •Engineering •Solid Waste • Transportation •Equipment •Capital Projects •Development Services Street: (AMC 19.24.040) ■ For additional Street information and design criteria, see the 2011 EDS Standards, Chapter 3 — Street. ■ Per AMC 19.24.100 - All improvements required shall be extended as necessary to provide a smooth transition with existing improvements both laterally across the street and longitudinally up and down the street for drainage, vehicular and pedestrian traffic. ■ Per AMC 16.32, the Residential Access Right -of -Way Width is 504eet. This property is located in an area with a dedicated 80400t Right -of -Way, No Right -of - Way will need to be dedicated as part of this proposal. ■ Pedestrian facilities are required. See notes above in "Traffic". ■ Street Trees: Contact Jonn Lunsford @ 360,299.1953, Parks Department for a list of City approved Street Trees. See EDS Standards, Chapter 3 — Streets, Section STR-18.2 regarding Street Trees and Root Barrier requirements. Garbage: ■ Any questions regarding Sanitation pickup, please contact City of Anacortes Sanitation Department Matt Koegel at 360.293.1921. Water: ■ For additional Water information and design criteria, see the 2011 EDS Standards, Chapter 6 — Water. ■ This property is served by a 8-inch AC Water Line along Oakes Avenue. There is an existing water meter that can be bridled onto for a second meter for this property. The meter will be installed by the City of Anacortes when an application is made and paid for. ■ The nearest Fire Hydrant to this property is located approximately 1554eet north of the property. Fire Coverage: ■ City records indicate Fire Hydrant #84 has 56 PSI. ■ Contact Jack Kennedy, Assistant Fire Chief, at 360.293,1925 regarding fire coverage requirements for this project. This project may need to retain the services of a 3rd party company to do an actual pressure test to determine actual fire flows. Utility Companies: ■ See Anacortes Municipal Code, Section 16.20.080 —Utilities for required Franchised Utilities as well as City of Anacortes Utilities. ■ See attached contact information for your convenience. • Water •Wastewater •Streets •Storm Drainage •Engineering •Solid Waste • Transportation •Equipment •Capital Projects •Development Services Fees: ■ See the Planning and Building Department for fees related to building permits. ■ Per AMC 15.24.010 this project is subject to Engineering Fees for Plan Review and Construction Inspection. ■ 0.5% =Plan Review. Based on the approved Estimated Construction amount. ■ 1.5% = Construction Inspection. Based on the approved Estimated Construction amount. ■ Engineering Plan Review and Construction Inspection Fee form. See attached. Other: ■ For Landscaping and Landscape requirements, see Planning Department. ■ Mail Boxes (See Chapter 3 — Streets, Section STR-19): For Mailbox Locations, coordinate location, type and size with the Anacortes Post Master. The access and areas around the mailboxes need to meet ADA requirements. ■ Encroachments (See Chapter 3 — Streets, Section STR-18.3): Prior to any placement of any barricades, material, earth, gravel, rock, debris or any other material or thing over, under or upon the Public Right -of -Way or easement, an Encroachment Agreement shall be obtain from the City of Anacortes. See the Anacortes Municipal Code, Section 12.30 for additional information regarding the Encroachment Agreement and processes. Contact Steven Lange at 360,661,3468 or via email at stevel@cityofanacortes.org regarding questions or to obtain an agreement. ■ Improvements shall be designed by a Professional Engineer, licensed in the State of Washington. ■ Contractor shall be licensed by the State of Washington and hold a City of Anacortes Business License. Steven Lange • Water •Wastewater •Streets •Storm Drainage •Engineering •Solid Waste • Transportation •Equipment •Capital Projects •Development Services L a�'De,,,,�e L3 Q 40Lc��s ),,ate 4,5 � EN, wal. C�bc� lft � . LPL (1) - ur V271 5 i I PPOLE LOCATION LTBD. I I 2nzL.,. i� i S -I= ==--5 —0? I I I Q LU � LL I I Q LuLn l Lu l SIDEWALK TO BE W PLACED 14' FROM I 0� Ln j E DGE OF ROAD I � TRANSITION AT SIDEWALK WILL NEED TO MEET ADA REQUIREMENTS. DEMQ TBD. I I 11 ; 12 I 1'\3 I ur il, l25 tiJ�z l�j �l k 4 -v1S Fip.Sr lmow. lb /A ..eeaz fEs . (3) STREET STANDARDS JULY 2011 1. Cold mix asphalt is used as the temporary asphalt surface Payer. 2. A Performance Bond is provided to the City of Anacortes that is the cost of repair (See AMC 12.08) x 150%. 3. The Contractor is responsible for all maintenance and repair during this period. STR Mir. 7 CITY -OWNED UNDERGROUND CONDUIT AND VAULT REQUIREMENTS The contactor must obtain a Right -of -Way Permit to install underground conduit in the right-of-way. See AMC Chapter 12.08 — Street Excavation Permit Requirement Install 18-30 inches deep within and parallel to the right-of-way. 4-inch diameter solid wall polyvinyl chloride (PVC) pipe conduit conforming to ASTM D 3034 SDR 35. Installation under roads and high -traffic locations, i.e., parking lots, require Schedule 80 PVC pipe. Maximum 500 feet long conduit between junction boxes/vaults. Joints must conform to ASTM D 3212 using elastomeric gaskets conforming to ASTM F 477. Conduit ends terminate at Type 11 junction boxes conforming to WSDOT Standard Plans JA 1 a. or other approved underground vault equivalent to 466-TA Splicing Vault (Utility Vault Co. (800) 839-3500) with inside dimensions of 3'-5"W X 5-51 X 5'-13/"D. The contractor must submit conduit and vault as -built drawings showing the right-of-way and property corners, offset dimensions, depth of installation, conduit diameter, and size and type of junction box/vault. Mark conduit with detectable orange colored marking tape or wire prominently labeled "Caution Telephone CATV.n STR-*IQ PROPERTY AGCESS STR-2801 Driveways Driveway Standards Measured Curb to Curb Minimum to Property Line 8 feet Minimum Between Driveways 30 feet Minimum Tangent Curb Length to Intersection 50 feet *Maximum Width at Street 20 feet Residential 30 feet **Commercial Right Turn Only at Signalized Intersections `— 250 feet Arterials <_ 125 feet Collectors Right -In -Right -Out Only When Safety Warrants * Driveway cuts in sidewalk required '�* Unless topography or traffic volumes require wider. CHAPTER 3 STR-'{ 5 �Q ?� � m iomj q U �..v °��o LLZW O O Z Wf_ _ _ O >i0 �vpJi �K LL �` O W \u Z � ¢ �F �� UW 6�U Zzz <; � a ��, Wow �UQ pZ� �Wp j�Q LL�� i ;i � WON. 53MVA z 0 � z w� �(L H cpi �O y LL y / / p �� Q � z � ' � _ .- m �� o Q 0 O K � Z � oa S LL � N U � n w '� �`�ln Z � c 1 � ,� . 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W J U_ � � Q a W 1 O y W a 1130011 N213� �A9 NMVMO §( §[ow : r - §• yw ZD w ) IL §§ !7E (w§ § r !� d mLLI III z �a § / 2� a_eMaas) & § § w E §\ § « . tz Ui $ \ [ } \\ it �` � Zo §! =A )%a n (z - �®§ �\ iL §§ III III i. m - 0r §) /f / \ §) ke im OW 2 (( a `to - §f . \[ wo \ V�UNOO BRSI \b( j a !n _ 2E ;LU he }� }/ ( k (W ( \ ` @e ui R/Z--- ------ ` # \E k( `^^�^ 9§ . 2 ` W `) yz- ; . [ ( � `�` _ \ kw V� IL O\f ` / M\ mocin _.-As __ UTILITY FIR NCHISE CONTACT LIST A. Comcast Cable Casey Jones, New Construction Cell: 425.508.7335 Fax: 360.527.8302 E-mail: casey Tones c(Dcable.comcast.com B. Comcast Cable Bill Inama, Construction Maintenance Cell: 360.815.6354 Fax: 360.527,8302 E-mail: bill_inama@cable.comcast.com C. Cascade Natural Gas Ted McCammant Office: 360.336.3842 Cell: 360.708.4689 Fax: 360,336.2564 E-mail: ted.mccammant(cngc.com D. Cascade Natural Gas Jim Hobbs Office: 360.336.3911 Cell: 360.941.0499 Fax: 360.336.2564 E-mail: James.hobbs@cngc.com E. PSE/Intolight Lisa Kinney, Account Sales Manager Office: (425) 516-5432 E-mail: Lisa.kinney@pse.com F. Puget Sound Energy Jane Major, Municipal Construction Planner Office: 360.766.5571 Cell: 360.791,2748 E-mail: jane.major@pse.com G. Frontier Communications Company Lawrence Bogues, Construction Office: 360,354.1755 Cell: 360.395,8430 H. Frontier Communications Company Bret Murdock, Engineer Office: 360.707.0641 Cell: 425.417.7085 Fax: E-mail: bret.t.murdock(aftr.com GSt1 ,0 ANACORTES PUBLIC WORKS DEPARTMENT ENGINEERING PLAN REVIEW FEE AND CONSTRUCTION FEES SITE INFORMATION AND PROJECT VALUE OWNER: SITE ADDRESS: PROJECT DESCRIPTION: PROJECT VALUE [PV]: rlr ENGINEERING PLAN REVIEW FEE ENGINEERING PLAN REVIEW FEE (.005 of Project Value) TOTAL ENGINEERING REVIEW FEE DUE AT TIME OF SUBMITTAL OF PLANS FOR REVIEW CONSTRUCTION INSPECTION FEE CONSTRUCTION INSPECTION FEE BASE FEE CONSTRUCTION INSPECTION FEE (.015 of Project Value) CONSTRUCTION INSPECTION FEE SUBTOTAL REDUCTION TOTAL CONSTRUCTION INSPECTION FEE DUE UPON CONSTRUCTION PLAN APPROVAL (Page 3 of 3 Total Cost) $ 500.00 SUBJECT TO THE DIRECTOR OF ENGINEERING &DEVELOPMENT SERVICES APPROVAL, A 50% REDUCTION TO THE CONSTRUCTION INSPECTION FEE MAY BE ASSESSED IF THE DEVELOPER PROVIDES ON -SITE CONSTRUCTION INSPECTION AND CONSTRUCTION ENGINEERING THROUGH PRIVATE CONSULTANTS TO THE SAME STANDARD AS THAT OF THE CITY. Plan Review Fee: $ +Construction Inspection Fee: $ Page 1 of 3 Engineering Plan Review Fee and Construction Inspection Fee Project Number APPENDIX C: INSP-05 (JULY 2011) Y ANACORTES PUBLIC WORKS DEPARTMENT �y160 ` ENGINEERING PLAN REVIEW FEE AND CONSTRUCTION FEES ENGINEERING AND INSPECTION FEE WORKSHEET (DEVELOPER DEDICATED ASSETS) Enoineerino Project No. I Project Location The Developer shall enter the quantities shown on the construction drawings to be submitted to the City for review. This document is used to maintain the City's inventory of Public Works infrastructure and determine the amount of Engineering & Inspection Fees due to the City. DESCRIPTION UNITS QUANTITY Unit Cost Total Cost FEE AMOUNT 6" L.F. $25.00 8" L.F. $30.00 10" L.F. $37.00 12" L.F. $45.00 15" L.F. a 18" L.F. UJ 24" L.F. w Other M Cr Other O H Catch Basin, Type I EA $740,00 w Catch Basin, Type II EA $3500,00 Storm Manholes EA $5000,00 Ponds EA Bioswales EA Vaults or other water quality measures EA 6"EL5o $35.00 8" $45.00 10"12"15" N 18" r 24" a Other z Other a rn Sanitary Manholes 48" EA $5000,00 Sanitary Manholes Other EA Lift Station EA Page 2 of 3 Engineering Plan Review Fee and Construction Inspection Fee Project Number APPENDIX C: INSP-05 (JULY 2011) Y_0 ANACORTES PUBLIC WORKS DEPARTMENT 9V100 ENGINEERING PLAN REVIEW FEE AND CONSTRUCTION FEES DESCRIPTION UNITS QUANTITY Unit Cost Total Cost FEE AMOUNT 4" L.F. $45/$55 6" L.F. $55/$75 8" L.F. $55/$75 cc w 12" L.F. $65/$80 a 16" L.F. $75/$90 Other L.F. Water Meter EA $200,00 Fire Hydrant EA $5000.00 N � Street Construction Length_ Width_ S.F. ($4) 2'x length ($3) 24'x len g length ($2.80) 20' x length w Street Lights EA $3000,00 Imm Street & Stop Signs EA $200.00 ch Curb & Gutter L.F. $14.00 Overlay, Asphalt TON $100,00 Overlay, Concrete S.Y. Sidewalk S.Y. $28.80 Wheelchair Ramps S.Y. $36.00 Landscaping S.Y. $27.00 Trails S.F. Stream Enhancement S.F. Other Other cc w = Temporary Erosion/Sediment Control " Sump $2000,00 0 0 Earthwork C.Y. $15.00 Traffic Control $2000,00 Erosion Control $500,00 Utility Relocation/Adj ustm ant EA $275,00 TOTAL COSTS $ �' Temporary Erosion/Sediment Control includes: Clear and Grade, Fill and Grade, ESC Supervisor, and Silt Fencing. Page 3 of 3 Engineering Plan Review Fee and Construction Inspection Fee Project Number APPENDIX Co INSP-05 (JULY 2011) R302.4.2 Membrane penetrations. klembrane penetralbns shall comply with Section R302.4.1. Where walls are required to have a Tire -resistance rating., recessed fixtures shall be installed so that the required are -resistance rating will not be reduced. >:xceptf;ris: 1. Nelembran e penetrations c)f not more than 2-ho ar fire -resistance -rated walls and partitions bsteel electrical boxer that do not exceed 16 square inches (0.010,gl M2) in area provided that the aggregate area of the openings -through the membrane does not exceed 100 square- inches fa..0 45 m in a:nr= -100 square feet € 9..29 m of gall area. The annular space between the ivall membrane and the box shall. not exceed ;s inch (3..1 mm.'.i. Such boxes on opposite sides of the wialll shall be separated bl one of the folicm in.q: 1.1. E�}� _a hr-���or�ia distarrr_e of nit {ess than �4 ir�c.r�es ��1Cr n•Ir�t 1ere tfre *gall or pa.rtit`I€�n is constructed with individual noncommunicating slud cavities. 1.2. Bya horizontal distance of not less than the depth of the wall cavh)r where the wall cavNN is filled- with cellulose iocseAll, rockwoai or slag mineral vv�ooi insulation. 1.3. By solid firebiocking in accordance with Section RK2.11. 1 A By pro<ecting both boxes with fisted pum, pans. 1_5, By other,It5sred materials and methods. �. rrtbrane penetratlor;s ' Psl`ed electrical boxes of aawy materials provided that the boxes !iiave been tested for use in fre-resistance-rated assemblies and are installed in accordance with the instruction. included in the J,srng, The annular space between the wall membrane and the box shall not exceed 'IA` inch (3.1 min) unless fisted otherwise. Such boxes on opposite sides of the 'opt( shall be separated by one of the foilaairing: 2 .1. By the l-rorlzxca;ntal distance spool€Jed irr the fis€ft?g of the electrical boxes. 2_2_ By solid flreblocking lrn acc.ordanc-e with Section R302 11. 2. . By protecting both boxes with 141'sted put.,r pads. 2.4� B, other rrsfed materials and methods_ . The annular space crealed by the penetration of afire spri 1der provided that it is covered arrl, a Fetal escutcheon plate. 56 GA-600-2006 FIRE RESISTANCE DESIGN MANUAL WALLS AND INTERIOR PARTITIONS, WOOD FRAMED GA FILE NO. WP 3370 GENERIC GYPSUM WALLBOARD, WOOD STUDS One layer 5l8" type X gypsum wallboard a gypsum veneer base applied parallel or at right angles to each side of double row of 2 x 4 wood studs 16" o.c, on separate plates 1" apart with 6d coated nails, 17/8" long, 0,0915" shank, 1/4" heads, 7" o.c. Joints staggered 16" on opposite sides. Horizontal bracing required at mid -height. (LOAD - BEARING) GA FILE NO. WP 3380 GENERIC GYPSUM WALLBOARD, WOOD STUDS One layer a/a" type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of 2 x 4 wood studs 16 o.c, staggered 8" o.c. on 2 x 6 wood plates with 6d coated nails, 17/8" long, 0,0915" shank, 1/4" heads, 7" o.c. Joints staggered 24" on opposite sides. Horizontal bracing required at mid -height. (LOAD - BEARING) 1 HOUR I I 45 to 49 STC FIRE At Thickness: 9'/z' Approx, Weight: 8 psf Fire Test: See WP 3605 (UL R13194, 69 6-17-52; UL R2717-39, 1-20-66; UL R3501-52, 3-15-661 UL Design U305; ULC Design W301) Sound Test: Estimated 1 HOUR I I 40 to 44 STC FIRE SOUND Thickness: 73/a" Approx. Weight: 8 psf Fire Test: See WP 3605 (UL R1319-4, 61 6-17-52; UL R2717-391 1-20-66; UL R3501-52, 3-15-66, UL Design U305; ULC Design W301) Sound Test: Estimated GA FILE NO. WP 3430 I I GENERIC I 1 HOUR 40 to 44 STC FIRE SOUND GYPSUM LATH, GYPSUM PLASTER, WOOD STUDS 1/s" 1:2 gypsum -sand plaster applied over s/a" plain gypsum lath applied at right angles to each side of 2 x 4 wood studs 16" o.c. with 13 gage blued lath nails, 11/s" long, 0.0915" shankI t9/ea heads, 4" o.c. (LOAD -BEARING) Thickness: Approx. Weight: Fire Test: Sound Test: OSU 53/a" 15 psf OSU T-948, 7-17-58; T-13801 7-5-60 RA TL58-603 8-7-58 Same as nghthand side drawing : -- Roseburg Forest Products Assembly RB4 Fire Resistance Rated Rim Board Assembly This fire resistance design is listed in accordance with ASTM E119 and CAN/ULC S101 Ceiling and well ratings as required by Building Officials Rim board s'A) Gypsum board (B) Ceiling membrane {Cj Siud (D) Rated wall assembly right-hand side drawing Same as right -bond side drawing Double Wall Configuration with Load Transfer Base Assembly Ceiling and wall rating, as required by Building Officials Rirn board (A) Gypsum board JB' Ceiling membrane r,C Stud (E) Rated wall assembly -Rim Board Thickness, in. Rim Board Protection Ceiling Membrane Req. for 1-hr. Rim Assembly Ceiling Membrane Req. for 2-hr. Rim Assembly Stud Size Stud Size A B C C D E Unprotected No Ceiling Required 1-hour Fire -rated Assembly 2x4 2x4 (1) 1/2" Type X No Ceiling Required 5/8" Type X 2x6 2x4 1-1/2 (1) 5/8" Type X No Ceiling Required 5/8" Type X 2x6 2x4 2 1/2" Type X No Ceiling Required No Ceiling Required 2x6 2x4 2 5/8" Type X No Ceiling Required No Ceiling Required I 2x6 2x6 1) Rim assembly for fire from either side of wall. "with load transter assumes loco transrers to the aajaceni rim board if the fire exposed rim board fails. 2) Gypsum wallboard shown on the ceiling is to protect the Rim Board only. It does not necessarily cause the floor assembly to be rated. 3) Attach 1-layer Type X (1/2 or 5/8-inch) gypsum wallboard to Rim Board with 1-1/2-inch Type W drywall screws spaced 12 inches o.c. 4) Attach 2-layer Type X (1/2 or 5/8-inch) gypsum wallboards to Rim Board with 2-inch Type W drywall screws spaced 12 inches o.c. 5) Provide min. 1-3/4-inch bearing for I joist. 6) Use only fire rated gypsum wallboard. Type C may be substituted for Type X. 7) Rim Board and gypsum wallboard thickness are shown as minimums. Thicker Rim Board and gypsum wallboard may be substituted. 8) Toe nailing from the I -joist flange to the rim is permitted. When 2-layer gypsum wallboards are used, I joist end nails shall be 16d box (0.135 inch x 3-1/2 inches) nails. 9) Rim board needs to be sized for vertical and lateral loads. REPRESENTING THE ENG/NEERE© CNDOD /NL3USTRY 701 1 South 19th Street •Tacoma, Washington 98466-5333 •Phone: (253) 565-6600 •Fax: (253) 565-7265 • www.apawood.org Site Address � � � � Building Permit # Building Public Warks Funning 2 I Stormwater I � Project lip% e S �3 r f Un d- a-F Dap hex Fire %m v,-.-� � .`mot � y✓ l On `7 /t&401 � (l � vrr ; !� J i`� J �r �( ✓n..'f f 4�-+ �c2 f 12,514ac„tio l I �roj�ct Inter-Departr�ent�l Plan Review cracking E4o�>4 - U �q f- Ill F Aiot�e� Site Address — Buildinq Permit # Projecti4� �74Ll E - Building i Cb 04\5 i i i i I_ Pubiiu ` Drks CVUA2ZaTLs4- . a i i i NanningIL v�d c ccy i Stormwater �23� C4L�' I i i i It 30 2 Qcc C� 1 4� Fire i TF vn•00 r/Ci t i�•?/'t-1 1. .�Of Vz-*� NiW >3 P "e6ltl be ' I Project Inter -Departmental Plan Review Tracking 121-o'I 9'-oL _ REVISIONS GLAZING SCHEDULE Spicer duplex ROOM #O WND WND. WND. W. H. MANUF. (2) FRAM TYPE WDW. TYPE MODE N0.(2)GAP AIR GA (2) LO- (2) -V (1)(2 AREA S.F. (2) MAIN FLOOR and UPPER FLOOR livin room 1 8.00 5.00 CASCADE vin slider C9100 12" a 0.27 30.00 8.100 kichen 1 3.00 3.00 CASCADE vin slitler C9100 12" a s 0.27 9.00 2.430 bedroom 1 1 6.00 4.00 CASCADE vin slider C9f00 12' a es 0.28 24.00 6.720 bedroom 2 1 5.00 4.00 CASCADE vin I slider C9100 12" arg s 0.28 20.00 5.600 bathrom 1 4.00 1.00 CASCADE vin fixed 9501 12" arg 0.27 4.00 1.080 uLnzrne �olau m.uo sp.aa DOORS WRH MORE THAN 50%GLASS dining room 1 5.00 6.67 HUBKY aliminu slider fi068 12" alg yes 0.28 33.35 9.338 DOORS WRH MORE THAN 60%GLASS-TOTAL: 33.36 9.34 AVG. U-VALUE (VERTICAL GLASS): 0.28 SKYLIGHTS AND SKYWALLS SKYLIGHT TOTAL: AVG. U-VALUE (OVERHEAD GLASS): AREA UA 120.36 33.27 TOTALITOTAL2 GLAZING %= TOTAL 1 = 120.35 S.F. = 0.12 = 11.94% HEATED AREA 1008.00 S.F. AVG. LLVALUE= UA TOTAL (TOT. 2) = 33.27 UA = 0.28 U-VALUE AREA TOTAL (TOT. 1) 120.35 A 'THESE WINDOWS TO HAVE EXTERIOR AIR PORTS FOR FRESH AIR ACCESS. FOUNDATION NOTES: 1. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 8 CONDITIONS PRIORTO CONSTRUCTION. 2. ALL FOOTINGS TO REST ON UNDISTURBED SOIL. 3. ALL WOOD IN CONTACT WITH CONC. TO BE PRESSURE TREATED. 4. INSTALL SIMPSON CONC. TO WOOD HOEDOWNS 1-12" FROM CORNERS 8 WINDOW ROUGH OPENINGS, ALSO SEE MANUFACTURER'S SPECS. 5. ALL FASTENERS AND PENETRATORS TO PRESSURE TREATED MATERVLL TO BE ZMAX HOT -DIPPED GALV. OR STAINLESS STEEL OR MEET ASTM 153 REQUIREMENTS. 8. 2,000 P.S.F. ASSUMED SOIL BEARING CAPACITY SHALL RE VERIFIED IN FIELD. 7. ALL WALLS SUPPORTING TWO FLOORS AND A ROOF TO BE 2X5 CONSTRUCTION. CFF CHFFT � Fr1R AfIIIITIf1NA1 Nr1TFA CRAWL SPACE AREA: 504 S.F. VENIILATION REQUIRED: 504 S.F. ! 150 = 483.84 S.I. REO'D USE: 7" x 14" FOUNDATION VENTS VENT AREA 985.1.-25%REDUCT.,1/4"MESH= 73.5 S.I. VENTS REQUIRED: 483.84 S.I./VENT AREA= 6.58 S.I. PROVIDE: 7 7" x 14" VENTS, AREA= 514.5 S.I. VENTILATION PROVIDED: 514.50 S.I. IS GREATER THAN: 483.84 S.I. REO'D 77x ONDA ETS O18"DIA OR SO. X 8" THICK CONC. FOOTING W/ 2 -#4 BARS EACH WAY. 18 POST &CONNECTION PER PLAN O24" DIA. OR SO. X 12" THICK CONC. FOOTING W/ 2 - #4 BARS EACH WAY. 2a POST 8 CONNECTION PER PLAN O30" DIA OR SD. X 12"THICK CONC. FOOTING W/ 2 - #4 BARS EACH WAY. 30 POST 8 CONNECTION PER PLAN 36"DIA OR SQ. X 12"THICK CONC. FOOTING W/ 3 - #4 BARS EACH WAY. 38 POST 8 CONNECTION PER PLAN 14TIc� 0 N m 0 _� I I 4°tout. sLAa �. d'/ER 6 NRL V.B• av�p.. FIRr��Y71 L. - SLOPE 3°�ToPRoIJ'(' L_u STHD O hT D O � _-_-- �- -_---- I II �l-O 0' 311 ZI 29. R5 �_- - -_ - ?s}pWx - IS"N •Act, '- I �10 (VEHi'(ED) =0 ' 3 r `` 1 � la(Flax6 �. i 11Ps4q BASF/ Pos;coNW TO BM. CRAWL I:IEI-C� �• 24"Wx --- _ry I� H Atc, (VENTED) � 10 `� 5 I� o I p� D L. J. I .. F.J• Q S I W/.LL pOV. I Wh4L .- � I ��. 10 �aaf I Q�a Ib A OBE. F, J, I pfiL.F•J• ��((yy �0 I I .. ��_ _ �l .olio' _ _.._._ _ .`I .. S I I 15° TYP• 18 �"MIW.cRAWL yl' =0 d � h2'1 MIN. GLRe pl -.@ pMS, Ce NILL v I IB' I _ 1 �-�- N ro II� n 121x12"x8r a � 12 -� u J6u Ml N, BAWL --I2°MIIJ.u-R•e - BEAMS•lo I-11LL '(',?.' Ib V.B • 9�� �p3 N g' • � QO AAR �' 5 � I@ L--� N �II -O (a'-O" 6'-d' 17� Col FaUIJDQTIoN PLAN Ijall ❑ I I_ou I I <.� LONG SLAG I i o�ER FIRML SAIL I I SLOPE 3' ITo F�IJT I I II b T'/P, e � 25T�RY --� 4 . hTH_DIo STNDIO PTHF2 -/� i II � , II ---� 91 31 LDWER F�.�R 504 y. F / BA �4n_�I_pn `I785.F To'fALE,�• _D O N O Z �' N N X a W J � a "' U Z �/ Q LLW � U N a Dafo Scalp Dmc+n 01 sera, cex:" nuwr"a"n REVISIONS � BY AREA SUMMARY UPPER FLOOR: 504 S.F. MAIN FLOOR: 504 S.F. TOTAL: 1008 S.F. GARAGE: 288 S.F. PORCH 80ECKS: 102 S.F. UMM WINDOWS: 8 .W S. . DOORS W/>50%GLAZING: 33.35 S.F. SKYL1GFiT5: D.00 S.F. TOTAL 120.36 S.F. GWJNG%: 11.84% vMw sf/flr sL% VENTILATION SCHEDULE SEE 2012 WASHINGTON STATE INDOOR AIR OUALRY CODE mbol Manufacturer Model Numher or ua. 'Nutone' OT 130 1.0 Sones 102 cOn ®.25 WG. 1 130 cfm .10 WG. 'NUMne' OT BO 1.5 Sones 63 cfm � .25 WG. 2 BO cbn �.10 WG. Nclea: •Use OT 730 (100 rim min.) Q all kkchen len. ' Use OT 80 (50 chn min.) ®ell other lora8ona. •All Fans to Venl to Oulsitla 38' hom Openings. •All Other Re uiremerxe of 2g12 W.S.E.C.81RC moat ba met. FLOOR PLAN NOTES: 1. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONSB SITE CONDITIONS PRIOR TO CONSTRUCTION. 2. ALL BEAMS 8 HEADERS <fi'-0" TO BE 4X10 DF#2, UNO. 3. PROVIDE SOUD BLOCKING OVER SUPPORTS. 4. PROVIDE FIREBLOCKING � ALL PLUMBING PENETRATIONS. 5. WINDOWS8000RS ARE SHOWNB NOTEDAS NOMINAL SIZES. 6. WINDOW HEADERS �7'-0"ABOVE MAIN FLOOR. 7. ALL WOOD IN CONTACT WITH CONC. TO BE PRESSURE TREATED. 8. EXTERIOR WALLS TO SE 2x8 STUDS � 18" O.C. 9. INSTALL SIMPSON CONC.70 WOOD HOEDOWNS t-72" FROM CORNERS 8 WINDOW ROUGH OPENINGS, ALSO SEE MANUFACTURER'S SPECS. 10. ❑ INDICATES A POINT LOAD SUPPORTED BY (2) STU0.5 MIN., U.N.O. 11. SMOKE DEFECTORS TO BE 110V, INTERCONNECTED, W/BATTERY BACKUP 8 CENTRALLY LOCATED IN EACH HABITABLE ROOM 8 AN ADDITIONAL SMOKE DETECTOR SHALL BE INSTALLED IN EACH LOCATION WHERE THERE IS A CEILING HEIGHT CHANGE GREATER THAN 24". 12. CARBON MONOXIDE DETECTORS TO BE LOCATED OUTSIDE OF BEDROOMS. 13. SEE SHEET 2 FOR ADDITIONAL NOTES. ROOF FRAMING NOTES: 1. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 8 CONDITIONS PRIOR TO CONSTRUCTION. 2. ALL BEAMS 8 HEADERS UP TO 6'A" SPAN TO BE 4X10 DF#2 @j ALL EXTERIOR WALLS, U.N.O. 3. PROVIDE VENT BLOCKING OVER SUPPORTS. 4. ALL RAFTERS AND TRUSSES TO BE CONNECTED TO BEARING WALLS AND MEMBERS WITH SIMPSON A-35 OR H-1 TIES. 5. ALL TRUSSES: - SHALL CARRY MANUFACTURER'S STAMP. - SHALL BE INSTALLED 8 BRACED TO MANUFACTURER'S SPECIFICATIONS. - SHALL HAVE DESIGN DETAILS 8 DRAWINGS ON SITE FOR FRAMING INSPECTION. - SHALL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OF ENGINEERING CALCULATIONS. - SHALL HAVE A HEEL OF 10" BEFORE TAIL FOR INSULATION. 6. SEE SHEET 2 FOR ADDITIONAL NOTES. PRESCRIPTIVE ENGINEERING WALL BRACING PANEL SCHEDULE P YWOOD/OSB-12"x 4'-0"x e'-0• 6tl NAIL �6"O.C. EDGES, 12" O.C. flELO GWB-(t]FACE OR SIDE 5d COOLER NAILS OR WALLBOARD 12"x e'-0'Sc 8'-0" NAILS OR SorW f/5X1 1/4" DRYWALL SCREWS TOC. GWB-(2J FACES OR SIDES 5d COOLER NAILS OR WALLBOARD 12'k 4'-0k 8'-0' NAILS OR SorW M5X11/4"DRYWALL SCREWS T'OC. STRUCTURAL PANEL SIDING CORROSION RESISTANT Od NAILS 3I8"x 4'-0"x 8'-0" T1-it, RS PLVWD (014" O.C. EDGES, 8" O.C. FIELD OR EO. ONESTORY ALTERNATE BRACED Bd NAIL � 8" O.C. EDGES 812' 12k 2'-8`x 10'-0" OR LESS O.C. FIELD. BLOCK ALL EDGES. QPANEL. PLYWOOD OR OSB (1)FACE OR (2)51B"tlta.0.B.�tl3 POINTS. SIDE HOEDOWNS-18001! ®EA END, USE SIMPSON STHDtO OR EO. TWOSTORY ALTERNATE BRACED Bd NAIL ®5' O.C. EDGES 8 72" PANF1,125r 2'-8'x 10'-0"OR LESS O.C. FIELD. BLOCK ALL EDGES. PLYWOOD OR OSB BOTH FACES (3) 5/8" tlia. AB. � i!4 POINTS. I OR SIDES HOEDOWNS-300D11�EA END, USE SIMPSON STHD74 OR EO. GENERAL NOTES: BRACED WALL PANEL SOLE PLATES NAILED TO FLOOR 8 TOP PLATES SHALL BE ANCHORED TO FRAMING ABOVE. WHERE JOISTS ARE PERPENDICULAR TO BRACED WALL LINES, PROVIDE BLOCKNG UNDER 81N LINE WITH BRACED WALL PANELS. ROOF VENTILATION Standard Troae Roof Framin Assemb Rcof Areas: 504 sf (W ssetl) Ventilation Required: 504 sf. x 144 si.lsf I300 = 241.92 si. Req'd Pmvida 12 Ven8lation at Eaves, 12 above Mid inU 12" below Rid e Birdblocking= 6ei./II-25%reduction= 4.50 si/0. Eave Ventilation Req'd = 241.92 si. / 2.83 si. per If. = 26.88 If. Provide: 27 If. birdblocking. Ven0laton = 121.5 si. Ven8lation Pmvided = 121.5 sl. is Greater than 120.96 si. R 'd U er Roof /Rid a Ven51a5on: TkT AtSc Roof Jack 49.00 sl. each - 25%screen reduction = 36.75 si each. Upper Ventila9on Req'd = 241.92 si12 I si. of each vent = 3.29 vents Provitle: 4 -Tk7"Attic Roof Jacks 147.00 si. Ven8lation Pmvided = 147.00 si. is Greater than 120.98 si. Re 'd Total Ventilation Provldatl 2fi8.50 si. IS GREATER THAN : 241.82 si. Re 'd _ FLDoR �RRMirLC� �4u, �1_011 U LL N tf Q N V411: II UPPER FL�R a�a' s.F/� I�q 4 F l l"Qn N lU 1 `" � 2 �� 7� �. 4e N N CO Of Q N W 0 U Q Z Q H O) N W m CV C z 1 ' Scale Dr.wn Job 9heH OI 4/-BheeU cITYc;� DO NOT REMOVE GAT Y p� li CORRECTIONS REPORT �I ��9COR��� ❑ Building codes 293-1901 ANACORTES ❑ Fire codes 293-1925 ❑ Public Works 293-1920 The corrections listed below are hereby ordered and must be completed within days. II OWNER /CONTRACTOR PERMIT NUMBER ADDRESS DATE ❑ NOT APPROVED FOR COVER ❑ NOT APPROVED FOR OCCUPANCY OR USE ❑ CORRECTIONS NEEDED J �r-� e' ❑ STOP WORK NOTIFY INSPECTION OFFICE WHEN READY FOR REINSPECTION c -_ - `� _.a - INSPECTOR December 18, 2018 Mr. Don Measamer City of Anacortes 904 th Street Anacortes, WA 98221 Dear Don: Several times a day I drive by a new residential duplex project being built at the corner of 12t' and F Avenue. There is something troubling me and I can't help sharing with you and asking for your thoughts. The building is totally new from the foundation up and it has recently been hooked up for electrical power with an overhead drop to a mast, then to a double meter base. As a home builder here in Anacortes, I have experienced situations where an overhead drop would be easier and cheaper to install for my new home projects. I am working on one right now where we have at least $6000 in expenses to install underground power and I am certain other projects will come along like that in the future. I just completed my triplex project on O Avenue and had well over that cost figure in underground, after we had to remove an existing overhead drop to the original structure. It has been my experience for many years in Anacortes that new power must be brought to the project in underground method. Rob in the building department recently provided me some code references that emphasize that approach and I agree that it is a very good and well -reasoned theory. I support it 100% and I hope that all parties are treated equally in regard to new installs. So there's my question: Why is this one OK? Does it mean that I can look to this method whenever it is cheaper and more convenient? What are the parameters that I should be aware of when I wish to skirt building regulations that seem to be so strictly enforced, but seem also to have major loopholes? I would just like to be made aware of ways that I can make my projects easier and cheaper and this one seems to be a good one for my future use. I appreciate and support the work you and your staff do at the City. I hope we can converse more on this subject and look forward to hearing from you. Thank you. Sincerely, Legacy Homebuilders 1109 D Avenue Anacortes, WA 98221 360-770-7678 Charlie.legacy@gmail.com CODES The following codes and classifications are applicable to this project and are to be enforced: 2015 International Building Code (Structural for Residential) 2015 International Residential Code (Ordinance) 2015 Washington State Energy Code and Ventilation Code (Or adopted City of Seattle versions of these same codes.) BUILDING Construction Type: VB Seismic Zone: D2" ' Occupancy Group: Wind Speed: 85 MPH/3sec. 120 MPH Gust Fire Zone: 3 Exposure Category: B Kzt: LOADING: Floor Live Load: 40psf Dead Load: 1Opsf Roof Live Load: 25psf Dead Load: 15psf Stairs Live Load: 100psf Dead Load: 1 Opsf Exterior and Interior Walls: Dead Load: 85plf Contractor shall verify all notes, dimensions and conditions prior to construction. During demolition and construction the Contractor shall provide temporary bracing for support and stability until all positive connections have been installed. The Contractor shall report all discrepancies to the Designer when they are noted. Written dimensions take precedence over scaled drawings. SITE WORK Unless a state approved Geotechnical Engineer has performed a soils investigation and report, the foundation will be designed based on the assumption that the average soil bearing is 2000psf. Exterior footings shall be a minimum 12" below finished grade for one-story structures or 18" below finished grade for multiple -story structures on undisturbed soil. Footing drains, if required, are to be tied to existing or new systems. Mono -pour slabs with footings shall be a minimum 12" below finished grade. Foundation vents shall not interfere with bearing points or be within 3" of lateral holdowns. Finish grade shall be a min. 6" below the top of foundation. CONCRETE Class and Use F'C Slump Min. Sacks/cy A. Footings and foundations 25.00 3-4 5 1/2 B. Slabs on grade 2500 3-4 5'/2 Air entraining agent (3% to 6%) to be used in all concrete flat work exposed to the weather. Retarding agents may be used, but must be installed by professional concrete provider. Concrete mix design and water -to -cement ratio to be in accordance to the IBC. REINFORCING STEEL and COVER All steel reinforcing to be ASTM A615 Grade 40. All special reinforcing steel details to be approved by a professional engineer. All splices are to be lapped 30 diameters. No splices to occur at locations of tension. Cover: 3" Concrete cast against and permanently exposed to earth 1 '/2" Concrete exposed to weather or temporarily to earth 1 a/a" Beams and columns not exposed to earth or weather a/" Slabs or walls not exposed to earth or weather CARPENTRY All structural framing and nailing are to conform to the requirements in the IBC or IRC. Allwood in contact with concrete to be pressure treated. All structural wood exposed to the weather to t pressure treated. Wood bearing against or within 1" of masonry to be pressure treated. Soliu 2x blocking shall be installed at ends and at all support points of all joists and rafters. Also, solid 2x blocking or approved bridging shall be installed at the mid -span of all joists spanning more than 10'- 0". Typical anchor bolts, tying sill plate to foundation, shall be minimum 5/8" diameter and embedded into the foundation minimum 8" at 4'-0"oc and 12" from all corners and plate separations. Bolt heads and nuts bearing against wood to have 3"x3"xl/4" square washers. All metal framing anchors, connectors and hangers called out on drawings to be Simpson Strong -Tie Connectors or desi er approved equal. Minimum wood -to -earth clearances: 6" Any untreated wood to earth 12" Crawlspace floor beams to earth 18" Crawlspace floor joists to earth LUMBER STRENGTH (units in psi Studs: Hem -Fir #3 Stud grade Joists & Rafters: Hem -Fir #2 (2xl0)& (2xl2; Beams & Headers: 4x Doug -Fir #2/#1 6x Doug -Fir #2/#1 Glulam Beams: Doug -Fir Larch 24F-V4 Micro -Lam: LVL 1.9 E Loading: Roof 15psf Dead Load + Floor 10psf Dead Load + Ceiling 5psf Dead Load + Deck 10psf Dead Load + Interior Partition Exterior Partition Fv Fb 75 500 75 675 75 850 95 875/1000 85 875/1350 190 2400 290 2900 E 1200K 1200K 1300K 1600K 1300K 1800K 1900K 25psf Live Load = 40psf 40psf Live Load = 50psf 10psf Live Load = 15psf 40psf Live Load = 50psf = 80plf = 90p1f PLYWOOD Plywood wall and roof sheathing shall be Y2" CDX or 7/16" OSB, unless otherwise specified. Minimum nailing shall be 8d @ 6"oc on all panel edges and 12"oc in the field. The span indexshall be 24/0. Plywood subflooring shall be %" CDX or 11/16" OSB tongue -and -grove, unless otherwise specified. Minimum nailing shall be 10d @ 6"oc on panel edges bearing on supports and 12"oc in the field. The span index shall be 40/20. Roof and floor sheathing should be staggered a minimum 24". WOOD TRUSSES All roof and floor trusses shall be designed by a State approved engineer and fabricated only from the approved designs. The trusses are to be stamped by the manufacturer or by an approved cuality control agency. All truss designs are to be submitted to the Building Official for approval prior to fabrication and a copy of the approved designs to go to the Designer. Nonbearing walls shall not be tied directly to the roof truss bottom chord unless with an approved connector. All truss -to -truss metal connections are to be specified by the designing engineer. The roof trusses shall be tied into the framework and the supporting walls so as to form an integral part of the whole structure. Temporary diagonal and sway bracing shall be used until all required bracing and roof sheathing is installed. FIREPLACES Masonry fireplaces and chimneys are to be constructed to conform to all applicable portions of the IBC, IFC and International Mechanical Code. Chimneys shall support their own weight unless specifically designed to support additional loads. All fireplaces are to be provided with tightly fitting flue dampers and operated with a re-ndily accessible manual or approved automatic control. An outside source of combustion air is to be provided with a minimum 10 square inch duct. Prefabricated fireplaces, chimneys and related components to bear UL or ICBO seals of approval and installed per manufacturer's specifications. Masonry hearths are to extend 20" in front of and 12" beyond each side of the fireplace mouth. All fireplaces are to be provided with tight fitting tempered glass or metal doors. INSULATION & MOISTURE PROTECTION Unless noted otherwise, insulation to be per the Washington State Energy Code. Insulation baffles are to be installed to keep a 1" air space for attic ventilation. The baffles are to extend 12" above the insulation. Insulate around all showers and tubs. Fully insulate all cavities in exterior walls. Face - staple all kraft-backed batts. All kraft seams to be sealed with duct type tape. Friction fit all non kraft- backed batts and support with wire stays. Piping for hot water heat systems or continuously circulating hot water systems are required to be insulated with R-3. INFILTRATION CONTROL 1. All exterior joints and openings shall be sealed, caulked, gasketed or weather-stripped to limit air leakage. Examples of joints or openings include: windows, doors, openings between walls and foundations, between walls and roof and between wall panels, openings at penetrations of utility services and access panels into unheated spaces. 2. All exterior doors, other than fire -rated doors, shall be designed to limit air leakage around their perimeter when in a closed position. Doors between the residence and the garage are not considered 'fire -rated' even though they must carry a 20minute rating. 3. All exterior windows shall be designed to admit infiltration into or from the building envelope. Site -built and shop- built wooden sashes are exempt from infiltration criteria, but must be made tight fitting and weather-stripped and caulked. 4. Recessed light fixtures in ceilings of unheated attic spaces to limit air leakage. VAPOR BARRIERS / GROUND COVERS An approved vapor barrier shall be installed on all exterior walls, on the warm side of all roof decks and on the warm f i r r a m side o al afters that are both ceiling and roof support members. The net free area for attic ventilation may be 1/150 or 1/300 of the total attic area provided a vapor barrier, having a perm rating not exceeding 1, is installed on the warm side of the insulation. A ground cover of 6 mil (0.006") black polyethylene (visquene), or equal, shall be laid over the bare earth in all crawl spaces. The cover shall be lapped 12" minimum at all seams and extend up the foundation wall to the mudsill plate. DOORS, WINDOWS & SKYLIGHTS Doors to the exterior or from the house to the garage must have a minimum 36"x36" landing within 2" of the door threshold. Maximum 7.75" risers and minimum 10" treads, w/ 1" nosing, are required to all steps leading to the landings. All skylights and sky walls to be laminated glass unless noted otherwise. French doors and sliding glass doors are to be double glazed tempered safety glass. All glazing within 18" of the floor or within 24" of a door swing is to be tempered safety glass. Other :locations for tempered glass are tub and shower enclosures, glazing associated with guardrails and ,any window areas within 60" of the stair nosing or landings. All window openings within 24" of the 'floor and greater than 6'-0" above exterior finished grade must be protected against window fall. Bedroom emergency egress window: minimum net clear opening width of 20'; minimum net clear opening height of 24"; minimum net clear opening of 5.7sgft; maximum finished opening height of 44" above finished floor. MECHANICAL Solid fuel burning appliances include airtight stoves, fireplace stoves and smaller room heater versions, factory built fireplaces, and fireplace inserts. All solid fuel burning appliances shall comply with the provisions of the IBC, IRC and IMC. Each dwellingunit shall be provided with heating facilities Capable of maintaining p g p g a temperature of 70 degrees F. at a height of 36" above the floor in all habitable rooms when the outside temperature is 30 degrees F.centrallylocate ro programmable, heat -regulating d re ulatin device is required 9 p 9 9 9 q u ed in each residence. Fuel burning equipment located within the building envelope shall obtain combustion air from outdoors. All warm -air furnaces shall be listed and labeled by an approved agency and installed to manufacturer's specifications. Appliances intended for installation in closets, alcoves or confined spaces shall be so listed. No warm -air fuel burning furnaces shall be installed in a room used as a bedroom, bathroom, closet or any enclosed space with access only through such room or space. No warm -air furnace shall be installed in a space less than 12" wider than the furnace or a clearance of 3" along the sides, back and top. All enclosed furnaces shall have a minimum 10sq inch fresh air intake, unless located in the garage, attic or Crawlspace. Building envelope air leakage control shall be considered acceptable when tested to have an air leakage less than 5air changes per hour when tested with a blower door at a pressure of 50 Pascals (0.2 inch w.g.). Testing shall occur at any time after rough in and after creation of penetrations of the building thermal envelope, including penetrations for utilities, plumbing, electrical, ventilation, and combustion appliances and sealing thereof. When required by the building official, the test shall be conducted in the presence of department staff. The blower door test results shall be recorded on the certificate. A Residential Energy Compliance Certificate complying with WSEC 401.3 is required to be completed by the design professional or the builder and permanently posted within 36" of the electrical panel prior to final inspection. Liquefied petroleum gas burning appliances shall not be installed in a pit, basement or similar location where heavier than air gas might collect. Appliances so fueled shall not be installed in an above grade under floor space or basement unless such location is provided with an approved means for removal of unburned gas. Heating and cooling equipment located in a garage and which generates a glow, spark or flame capable of igniting flammable vapors shall be installed with the pilots, burners or heating elements and switches at least 18" above the finished floor. All air ducts passing from the garage to the residence are to be constructed of steel not less than 0.019" thick and have no openings into the garage. Warm -air furnaces installed in attics and/or crawispaces shall have oversized accesses for maintenance. All factory -built chimneys shall be installed per manufacturer's specifications. All flues or chimneys for solid fuel fireplaces shall terminate minimum 24" higher than any roof or building structure within 10'-0". Vent connectors shall be installed within the space or area in which the appliance is located and shall be connected to a chimney or vent in such ways as to maintain proper distance from all combustibles. Heating and HVAC equipment for low-rise residential shall be sized no greater than 150% of the design load. DUCTWORK All ducts shall be of metal or factory -made air ducts complying with and installed per the UMC. All joint and seams shall be substantially airtight. All warm -air ducts in unheated areas are to have R-8 insulation. All ducts, air handlers, filter boxes, and building cavities used as ducts shall be sealed. Joints and seams shall comply with the IRC or the IMC. Duct tightness testing shall be conducted to verify that the ducts are sealed. A signed affidavit documenting the test results shall be provided to the jurisdiction having authority by the testing agent. PLUMBING All water heaters installed in garages or other unheated areas to have R-10 rigid insulation at the base. Water heaters to be installed 18" above concrete slabs, have pressure release valves that terminate to the exterior of the structure and have seismic straps installed top and bottom of the tank. All showers, tubs and Kitchen sinks shall have 1.75gpm flow resisters. All toilets and water closets to have maximum 1.5gallon flush. All other lavatories to have 1.Ogpm flow resisters. LIGHTING A minimum of 75% of lamps in permanently installed lighting fixtures shall be high -efficacy lamps. TABLE 406.2 ENERGY CREDITS OPTION DESCRIPTION CREDITIS) Is EFFICIENT BUILDING ENVELOPE la: 0.5 Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U = 0.28 Floor R-38 Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total UA by 5%. lb EFFICIENT BUILDING ENVELOPE lb: 1.0 Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U = 0.25 Wall R-21 plus R-4 Floor R-38 Basement wall R-21 int plus R-5 ci Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total UA by 15%. lc EFFICIENT BUILDING ENVELOPE I c: 2.0 Prescriptive compliance is based on Table R402. Ll with the following modifications: - Vertical fenestration U = 0.22 Ceiling and single -rafter or joist -vaulted R-49 advanced Wood frame wall R-21 int plus R-12 ei Floor R-38 Basement wall R-21 int plus R-12 ci Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total UA by 30%. Id' EFFICIENT BUILDING ENVELOPE Id: 0.5 Prescriptive compliancei w' s based on Table R402.1.1 with the following Pg modifications: Vertical fenestration U = 0.24 OPTION DESCRIPTION CSa�LMfiiSh 2a AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2a: 0-5 Compliance based on R402.4.1.2: Reduce the tested air leakage to 3.0 air changes per hour maximum and All whole house ventilation requirements as determined by Section M 15073 of the International Residential Code shall be met with a high efficiency fan (maximum 0.35 watts/cfm), not interlocked with the furnace fan. Ventilation systems using a furnace including an ECM motor are allowed, provided that they are controlled to operate at low speed in ventilation only mode. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the qualifying ventilations stem. 2b AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2b: 1.0 Compliance based on Section R402.4.1.2: Reduce the tested air leakage to 2.0 air changes per hour maximum and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code shall be met with a heat recovery ventilation system with minimum sensible heat recovery efficiency of 0.70. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the heat recovery ventilations stem. 2c AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2c: 1.5 Compliance based on Section R402.4.1.2: Reduce the tested air leakage to 1.5 air changes per hour maximum and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code shall be met with a heat recovery ventilation system with minimum sensible heat recovery efficiency of 0.85. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the heat recovery ventilations stem. . uvn ur,u,nwv. , n v t+i, n�utnvtnry IOU; 1.0 Gas, propane or oil -fired furnace with minimum AFUE of 940/0, or Gas, propane or oiled -fired boiler with minimum AFUE of92% To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum w n,�n Lrrri.1l:IVl,.r r1VA1. CYUU`1VItN1 On: 1.0 Air -source heat pump with minimum HSPF of 9.0 To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum e ui ment efficiency. 3c HIGH EFFICIENCY HVAC EQUIPMENT 3c: 1.5 Closed -loop ground source heat pump; with a minimum COP of 3.3 or Open loop water source heat pump with a maximum pumping hydraulic head of 150 feet and minimum COP of 3.6 To qualify to claim this credit, the building permit drawings shall specify the option being selected andshall specify the heating equipment type and the minimum equipment efficiency. 3db HIGH EFFICIENCY HVAC EQUIPMENT 3d: 1.0 Ductless Split System Heat Pumps, Zonal Control: In homes where the primary space heating system is zonal electric heating, a ductless heat pump system shall be installed and provide heating to the largest zone of the housing unit. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum 4 ..,....,... n,. . HIGH EFFICIENCY HVAC DISTRIAUTI N SYSTEM: All heating and cooling system components installed inside the conditioned space. This includes all equipment and distribution system components such as forced air ducts, hydronic piping, hydronic floor heating loop, convectors and radiators. All combustion equipment shall be direct vent or sealed combustion. For forced air ducts: A maximum of 10 linear feet of return ducts and 5 linear feet of supply ducts may be located outside the conditioned space. All metallic ducts located outside the conditioned space must have both transverse and longitudinal joints sealed with mastic. If flex ducts are used, they cannot contain splices. Flex duct connections must be made with nylon straps and installed using a plastic strapping tensioning tool. Ducts located outside the conditioned space must be insulated to a minimum of R-8. Locating system components in conditioned crawl spaces is not permitted under this option. Electric resistance heat and ductless heat pumps are not permitted under this option. Direct combustion heating equipment with AFUE less than 80%" is not permitted under this option. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the heating equipment type and shall show the location of the heating and cooling equipment and all the ductwork. 5a EFFICIENT WATER HEATING 5a: 0.5 All showerhead and kitchen sink faucets installed in the house shall be rated at 1.75 GPM or less. All other lavatory faucets shall be rated at 1.0 GPM. or less.` To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the maximum flow rates for all showerheads, kitchen sink faucets, and other lavatory faucets. 5b EFFICIENT WATER HEATING 5b: 1.0 Water heating system shall include one of the following: Gas, propane or oil water heater with a minimum EF of 0.74 or Water heater heated by ground source heat pump meeting the requirements of Option 3c, or For R-2 occupancy, a central heat pump water heater with an EF greater than 2.0 that would supply DHW to all the units through a central water loop insulated with R-8 minimum pipe insulation. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the water heater equipment type and the minimum /Sc equipment efficiency. l EFFICIENT WATER HEATING 5c: 1.5 Water heating system shall include one of the following: Gas, propane or oil water heater with a minimum EF of 0.91 GAS W H or Solar water heating supplementing a minimum standard water heater. Solar water E F- = r/ f 1 heating will provide a rated minimum savings of 85 therms or 2000 kWh based on the Solar Rating and Certification Corporation (SRCC) Annual Performance of OG-300 Certified Solar Water Heating Systems. or Electric heat pump water heater with a minimum EF of 2.0 and meeting the standards of NEEA's Northern Climate Specifications for Heat Pump Water Heaters. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the water heater equipment type and the minimum equipment efficiency and, for solar water heating systems, the calculation of the minimum energy savings. _... OPTION DESCRIPTION CREDIT(S) 5d EFFICIENT WATER HEATING 5d: 05 A drain water beat recovery units) shall be installed, which captures waste water heat from all the showers, and has a minimum efficiency of 40% if installed for equal flow or a minimum efficiency of 52%if installed for unequal flow. Such units shall be rated in accordance with CSA B55.1 and be so labeled. To qualify to claim this credit, the building permit drawings shall include a plumbing diagram that specifies the drain water heat recovery units and the plumbing layout needed to install it and labels or other documentation shall be provided that demonstrates that the unit complies with the standard. 6 RENEWABLE ELECTRIC ENERGY: 0.5 For each 1200 kWh of electrical generation per housing unit provided annually by on -site wind or solar equipment a 0.5 credit shall be allowed, up to 3 credits. Generation shall be calculated as follows: For solar electric systems, the design shall be demonstrated to meet this requirement using the National Renewable Energy Laboratory calculator PV WATTs. Documentation noting solar access shall be included on the plans. For wind generation projects designs shall document annual power generation based on the following factors: The wind turbine power curve; average annual wind speed at the site; frequency distribution of the wind speed at the site and height of the tower. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall show the photovoltaic or wind turbine equipment type, provide documentation of solar and wind access, and include a calculation of the minimum annual energy owe roduction. F.M «'ate CITY OF ANA( PLANNING & BU--��IL a. Projects using this option may not use Option l a, I or le. APPROVEV PERMIT #;_�j��_ z^7 b-. Projects may only include credit from one space heating option, 3a, 36, 3c or 3d. When a housing. unit has two pieces of �J 7 equipment (i.e., two furnaces) both must meet the standard to receive the credit. ADDRESS:�� c. Plumbing Fixtures Flow Ratings. Low flow plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the following requirements: APPROVED fSY; I . Residential bathroom lavatory sink faucets: Maximum flow rate - 3.8 Undo (1.0 gal/min) when tested in accordance with ASME A112.18.1/CSA B125.1. SUBJECT TO FIELD INSPECTION. PP 2. Residential kitchen faucets: Maximum flow rate -6.6 L/min (L75 gal/ntin) when tested in accordance with*�JOf�� NOT BE ALTERED I At 12.18.ucSA B125.1. WiTNOUT Al 3. Residential showerheads: Maximum flow rate - 6.6 L/min (1.75 gallmin) when tested in accordance with ASME A 112.18.1/CSA BI25.1. TABLE R402.1.1 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT' .CLIMATE ZONE 5 AND'MARINE 4 FENESTRATION U-FACTORb 0.30 SKYLIGHT U-FACTOR 0.50 GLAZED FENESTRATION SHGCb' • NR CEILING R-VALUE' 49 WOOD FRAME WALLA' m'n R-VALUE 21 int Mass Wall R-Value' • 21/21 FLOOR R-VALUE 30 BELOW -GRADE .m WALL R-VALUE 10/15/21 int + TB SLABe R-VALUE S DEPTH 10, 2 It For SI: I foot = 304.8 mm, ci = continuous insulation, int = intermediate framing. 'R-values are minimums. il-factors and SHGC are maximums. When insulation is installed in acavity which is less than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix Table A 101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. 10/15/21 +TB" means R-10 continuous insulation on the exterior ofthe wall, or R-15 continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21 +TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "TB" means thermal break between floor slab and basement wall. R-10 continuous insulaiio„ is required under heated slab on grade floors. See R402.2.9.1. 'There are no SHGC requirements in the Marine Zone. 'Reserved. s Reserved. " Reserved. 'The second R-value applies when more than half the insulation is on the interior of the mass wall. Reserved. " For single rafter- orjoist-vauhed ceilings; the insulation may be reduced to R-38. 'Reserved. Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. " Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation requirement. W.S.E.C. CHECKLIST ELECTRIC RESISTANCE OTHER FUELS �c PROPOSED INSULATION MAX. GLAZING PERCENTAGE ALLOWED - FLAT CEILINGS PATTICS -------- Q._ PROPOSED GLAZING PERCENTAGE 1-2 VAULTED CEILINGS MAX. VERTICAL U-VALUE ALLOWED .30 EXTERIOR WALLS -2 I PROPOSED VERTICAL U-VALUE 2 i3 EXTERIOR BELOW GRADE WALLS - MAX. OVERHAED U-VALUE ALLOWED . !9 INTERIOR HOUSE / GARAGE WALLS R-2 1 PROPOSED OVERHEAD U=VALUE - FLOORS OVER UNHEATED SPACES R-,50 MAX. DOOR U-VALUE ALLOWED 30 SLAB PERIMETER PROPOSED DOOR U-VALUE 1 jo DUCTS IN UNHEATED SPACES '•IU REVISIONS BY TES l ' i ? AS Z �f r D PLANS W RIZATION. J W am 0M mi a� eror® EXp 12-Q-E- to/ 6584 REGISTFRi i ARCHITEC! PETER MANU '0 STATE OF WASHIINNGTOiV P N N CD w X Q W J LU lJ.i O Z � a ♦WJ V � N a Go Co .. Date - 2- Scale Drawn Job Sheet Y C- Of Shoots l UGH F Phi (f QuG) 3,p ' F T,41W N 3 GLUE'( gpp-IJGE ® 'Y1q5 NORTH I 121 I OD.00 Lav�� P�l,1M 31j • — �o1K� LP.WN / r- i MOOD PORCH W uoop ro" copL WAL K N MAPLE cp� m3'� EX•HOUSEI 'ra 13 F Ito"� ( C�EMoL(SHED F- -x.HoLLY �0L , rF- ff-1(ol' � ETAj N / I PAR1=A cod �M DRIP uNC (FErIC_EP) I 2nl -I NI \ BLUE Lp��N CoNc. , pfzl = �il-i R U P 5 E.o.P. p._ ITS I1'-101 (� !� LAWN 3 LA W 1-I �DPPE.55 1113 'A--1117 'F1p,VE rat C®R7E3- 9b2.21' Pb�gGEL No: P571�a O�-INERS �Avl� JUNCHEE_-�2PICeg LE�RL D�.VIS FIIZSTADt>N4TaAN,AC©[zTE�5 L_ K . 4 LOTS 11,12 , W .'/2 Lvt' 13 - Lo7 R[ZEA.: 7500 S • F (. 172 AC •� _ S—FR,1J r Cov: 17 2 1!;) 5 , F• (2 3 %) MP�RvIouS �• 25�a 5•F 34%) err 0W I AUG Of `2M _ OF APvr ,Qf-, REVISIONS BY z W 0 Waal am J Mai MOMMUM co N to x O) Q W JLU a N 0 o Z � a W V N a. 00 ,V- IM t Date Scale Drawn Job Sheet Of Sheets m- GLAZING SCHEDULE Spicer duplex ROOM #OF WND WND. W. WND. H. MANUF. (2) FRAME TYPE WDW. TYPE MODE NO.(2) AIR GAP GASLO- (2) (2) VAL (1) (2) AREA S.F. (2) MAIN PI nnR and I IPPFR FI OOR MMBKM MEN -MG .'. •• 11 11�®�11MIN®gm=W WITH I I•11 .- . � it 11 ` `. ®� • 1 ®®i � 1® 11 1:1 mmm l]LALINU IVIAL: 01MU DOORS WITH MORE THAN 50% GLASS dining room 1 11 5.001 6.67 HUSKY jaliminulslider 1 6068 1/2 arg 1yes 1 0.281 33.351 9.338 DOORS WITH MORE THAN 60% GLASS -TOTAL: 33.35 9.34 AVG. U-VALUE (VERTICAL GLASS): 0.28 SKYLIGHTS AND SKYWALLS AVG. U-VALUE (OVERHEAD GLASS): AREA UA 1 120.361 33,27 TOTALITOTAL2 GLAZING % = TOTAL 1 = 120.35 S.F. = 0.12 = 11.94% HEATED AREA 1008.00 S.F. AVG. U-VALUE= UA TOTAL (TOT. 2) = 33.27 UA = 0.28 U-VALUE AREA TOTAL (TOT. 1) 120.35 A THESE WINDOWS TO HAVE EXTERIOR AIR PORTS FOR FRESH AIR ACCESS. FOUNDATION NOTES: 1. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS & CONDITIONS PRIOR TO CONSTRUCTION. 2. ALL FOOTINGS TO REST ON UNDISTURBED SOIL. 3. ALL WOOD IN CONTACT WITH CONC. TO BE PRESSURE TREATED. 4. INSTALL SIMPSON CONC. TO WOOD HOLDOWNS 1-1/2" FROM CORNERS & WINDOW ROUGH OPENINGS, ALSO SEE MANUFACTURER'S SPECS. 5. ALL FASTENERS AND PENETRATORS TO PRESSURE TREATED MATERIAL TO BE ZMAX HOT -DIPPED GALV. OR STAINLESS STEEL OR MEET ASTM 153 REQUIREMENTS. 6. 2,000 P.S.F. ASSUMED SOIL BEARING CAPACITY SHALL BE VERIFIED IN FIELD. 7. ALL WALLS SUPPORTING TWO FLOORS AND A ROOF TO BE 2X6 CONSTRUCTION. 1$. Jtt Jt1tt I L t-UM MUU1 I IUPIML NU I GO F UNDA 1 N ENTILATION CRAWL SPACE AREA. 504 S.F. VENTILATION REQUIRED: 504 S.F. / 150 = 483.84 S.I. REQ'D USE: 7" x 14" FOUNDATION VENTS VENT AREA: 98 S.I. - 25% REDUCT.,1/4"MESH = 73.5 S.I. VENTS REQUIRED: 483.84 S.I./ VENT AREA= 6.58 S.I. PROVIDE: 7 7" x 14" VENTS, AREA= 514.5 S.I. VENTILATION PROVIDED: 514.50 S.I. IS GREATER THAN: 483.84 S.I. REQ'D USE: 7 7" x 14" FOUNDATION VENTS FOOTING SCHEDULE 0 18" DIA. OR SQ. X 8" THICK CONC. FOOTING W/ 2 - #4 BARS EACH WAY. 18 POST & CONNECTION PER PLAN 0 24" DIA. OR SQ. X 12" THICK CONC. FOOTING W/ 2 - #4 BARS EACH WAY. 24 POST & CONNECTION PER PLAN 0 30" DIA. OR SQ. X 12" THICK CONC. FOOTING W/ 2 - #4 BARS EACH WAY. 301 POST & CONNECTION PER PLAN DIA. OR SQ. X 12" THICK CONC. FOOTING W/ 3 - #4 BARS EACHIWAY. O36" 36 POST & CONNECTION PER PLAN I I �`}CH11 DRR�tJ�7R�l 9 1 H .J121ST N47°2 bLK,Q5TA1R 119 2t10 FJ, i I �. � l0 �/�111YPEIx _q 1 PAR D�fpJL. 20 MII.J, 12CP yoLID 2uc� - pl.�R �f"�L%L� ��L���• BC�YvIJD �xg e 12' D•G • =p I a QulO C Ica 4xS 7 — V. I I5I-0II 121•pn gL.pl - cll-pI' q'-pil -- _ c el �y4-; tzE 3 6;'ff cru�wl �. -Tr cRAI.�L WEI- � PY — uH 1011 •AC4 Iv •AcG , (VEWfFP) I (vEFJTED) II 1Y�xI�Ix� �•iCa: i I�'xlf3xA�IIFrc•� — pos,cop w TO 15H LL CJR�P PDN• ej _0 so' tj X t7 3 Q L,. . J, AOV, Ae , I I WsLL WALL _ C If I I I I I ri `0" ('°0-b �6 DIP F1;N , q 10 Q p p Gr�NG, �LAF) _GoF1 o NIIL5L,fa13 I I OVIER Co HILL Vp, dt''ER.6L V.®• D6L.�;JJ. DfiL�F.J• ©VS�.. FIRH I -\ `1 I \ 30 I OVU FIRM foil SLvp� 3�IJITowwT I 2Xlfl�fF# 2 FJ, D�?o�`� ri 2xp s�2 F•J• /r �LdPE 3' Tv FRoNt W I @ICo O,G, R,jp Q�a�Q. 212i1 IPC-" (Z.ajp IPo WL MIN,c- II I. I II 21 IAjQ. GLt2•E �j 12 rro T`(P. I� I0NIIN.e.RAIJI- ( BEAr15•62M'ILL TYPE p I �1 = 12 MIN. GL(ZG I u V,6 • � Gp 12 1 I p RY LL I 2SITO �4 Q �1 - 4 x 2© x n 1 n T- l�f�47oP6oT, 1 x2l ,� 12 X 12 a a .C• ��� • �u u u tl �" ° PQ��O,���' � �THpI FHO > i I STHDI r(P• N S e� I ' 18n10K$ v p� Q3 � tr I�TO�Q§/�Tla �� CoOPTHF2 /i ✓' I :, �- 4xro PT HF2 I 4x �oU►JDATIoN PL�,N_ __ lap s. I I_�p I �tl I I TC-AJx12 H• FTC, _ STPtDI: L•Owff_�R F�_�foR F / EA 'rg11-i1-oil 97Bs.F' I YP. REVISIONS BY Z a� to W 0 mi W a am mi 5584 REGISTERL( ARCHITFc; PETER%9AHU50s'' 3T&3TE OF W/ piINGTON o N 00 rn W J LU W a O' Z � a LU UF_ N a. a 00 rn Date Co-21`h-1l b Scale Drawn Job Shoat Of Sheets uX88 AREA SUMMARY UPPER FLOOR: 504 S.F. MAIN FLOOR: 504 S.F. TOTAL: 1008 S.F. GARAGE: 288 S.F. PORCH & DECKS: 102 S.F. GLAZING SUMMARY WINDOWS: 87.00 S.F. DOORS W/ >50% GLAZING: 33.35 S.F. SKYLIGHTS: 0.00 S.F. TOTAL: 120.35 S.F. GLAZING %: 11.94 % wdw sf / fir sf.(D/o) VENTILATION SCHEDULE SEE 2012 WASHINGTON STATE INDOOR AIR QUALITY CODE Symbol Manufacturer, Model Number, or Equal. Nutone' QT 130 1.0 Sones 102 cfm @ .25 WG. 1 130 cfm .10 WG. Nutone' QT 80 1.5 Sones 63 cfm @ .25 WG. 2 80 cfm @ .10 WG. Notes: * Use QT 130 (100 cfm min.) @ all kitchen fan. * Use QT 80 (50 cfm min.) @ all other locations. * All Fans to Vent to Outside 36" from Openings. * All Other Requirements of 2012 W.S.E.C. & IRC must be met. FLOOR PLAN NOTES: 1. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS & SITE CONDITIONS PRIOR TO CONSTRUCTION. 2. ALL BEAMS & HEADERS < 6-0" TO BE 4X10 DF#2, LINO. 3. PROVIDE SOLID BLOCKING OVER SUPPORTS. 4. PROVIDE FIREBLOCKING @ ALL PLUMBING PENETRATIONS. 5. WINDOWS & DOORS ARE SHOWN & NOTED AS NOMINAL SIZES. 6. WINDOW HEADERS @ 7'-0" ABOVE MAIN FLOOR. 7. ALL WOOD IN CONTACT WITH CONC. TO BE PRESSURE TREATED. 8. EXTERIOR WALLS TO BE 2x6 STUDS @ 16" O.C. 9. INSTALL SIMPSON CONC. TO WOOD HOLDOWNS 1-1/2" FROM CORNERS & WINDOW ROUGH OPENINGS, ALSO SEE MANUFACTURER'S SPECS. 10. o INDICATES A POINT LOAD SUPPORTED BY (2) STUDS MIN., U.N.O. 11. SMOKE DETECTORS TO BE 11OV, INTERCONNECTED, W/ BATTERY BACKUP & CENTRALLY LOCATED IN EACH HABITABLE ROOM & AN ADDITIONAL SMOKE DETECTOR SHALL BE INSTALLED IN EACH LOCATION WHERE THERE IS A CEILING HEIGHT CHANGE GREATER THAN 24". 12. CARBON MONOXIDE DETECTORS TO BE LOCATED OUTSIDE OF BEDROOMS. 13. SEE SHEET 2 FOR ADDITIONAL NOTES. ROOF FRAMING NOTES: 1. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS & CONDITIONS PRIOR TO CONSTRUCTION. 2. ALL BEAMS & HEADERS UP TO 6'-0" SPAN TO BE 4X10 DF#2 @ ALL EXTERIOR WALLS, U.N.O. 3. PROVIDE VENT BLOCKING OVER SUPPORTS. 4. ALL RAFTERS AND TRUSSES TO BE CONNECTED TO BEARING WALLS AND MEMBERS WITH SIMPSON A-35 OR H-1 TIES. 5. ALL TRUSSES: - SHALL CARRY MANUFACTURER'S STAMP. - SHALL BE INSTALLED & BRACED TO MANUFACTURER'S SPECIFICATIONS. - SHALL HAVE DESIGN DETAILS & DRAWINGS ON SITE FOR FRAMING INSPECTION. - SHALL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OF ENGINEERING CALCULATIONS. - SHALL HAVE A HEEL OF 10" BEFORE TAIL FOR INSULATION. 6. SEE SHEET 2 FOR ADDITIONAL NOTES. EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALLPANELS)- EXTENT OF HEADER WITH SINGLE PORTAL FRAME (ONE BRACED WALL PANEL) 2'48'FINISHED WIDTH OF OPENING FOR SINGLE OR DOUBLE PORTAL me:a:x:[ TENSION STRAP PER ALL PONY « TABLE R602.106.4(ON HEIGHT OPPOSITE SIDE OF _ SHEATHING) IN. '11- t4"NE HEADER 5Tf EL HEADER PROHIBITED 4 elT(l 1�3l16i0B1918iN61t�+ IFNEEDED,PANEL SPLICE SI LL �l. FASTEN OVER AND BE Z COMMSHEATHINGTONEADERWITHND COMM ON OR GALVANIZED DOXNAILS IN 3' GRID BOCCURAKED TO COMMON BLOCKING ON o .}I PATTE IN AS SHOWN BLOCKING WITHIN HEADE R TO JACKSTUO STRAP PER TABLE OFW MHIDLf 24'OF WALL R602.1 DS4ON BOTH SIDES OF OPENING MID -HEIGHT. ONE ROW OF 3.O.C. _ •bpi OPPOSITE SIDE OF SHEATHING NAILING IS REQUIRED () IN EACH PANELEDGE. - O "� \ MIN. DOUBLE 2X4 FRAMING C04EREO WITHMIN. 316"THICKWOODSTRUCTURALPAHELSHEATHING TYPICALPORTAL g bi WITHBO COMMON OR GALVANIZED BOX NAILS AT FRAME CONSTRUCTION- T+ 3' O.C. IN ALL FRAMING (STUDS, BLOCKING, AND SICLS)TYP. \_ MIN. DOUBLE bA POST MIN. LENGTH OFPANELPERTABLEROXIDS (KING AND JACK STUD). NUMBER OF JACK STUDS MIN.(2)42U0 LB STRAP -TYPE HOLD-DOWNS PER TABLES R502.5(I)& (EMBEDDED INTO CONCRETE AND BALED INTO (2) FRAMING) MIN. REINFORCING OF FOUNDATION, ONE#4 BAR MIN. 1000 LD HOW -DOWN TOP AND BOTTOM OF FOOTING. LAP BARS IS- DEVICE (EMBEDDED INTO MINIM CONCRETE AND HALED ----- a -- INTO FRAMING MIN. FOOTING SIZE UNDER OPENING IS 12'X 1Y. A TURNED - DOWN SLAB SHALL BE PERMITTED AT DOOR OPENINGS. MIN. O) SW DIAMETER ANCHOR BOLT INSTALLED PER R40316 -WITH 2" X 2" X 3MV PLATE WASHER FRONT ELEVATION I inch = 25.4 mm, I foot = 304.8 mm. FIGURE R602.10.6.2 METHOD PFH-PORTAL FRAME WITH HOLD-DOWNS SECTION ROOF VENTILATION Standard Truss Roof Framing Assembly: Roof Areas: 504 sf (trussed) Ventilation Required: 504 sf. x 144 si./sf 1300 = 241.92 si. Req'd Provide 1/2 Ventilation at Eaves, 1/2 above Midpoint/ 12" below Ridge Birdblocking = 6 si./ If - 25% reduction = 4.50 si / If. Eave Ventilation Req'd = 241.92 si. / 2.63 si. per If. = 26.88 If. Provide: 27 If. birdblocking. Ventilation = 121.5 si. Ventilation Provided = 121.5 si. is Greater than 120.96 si. Req'd Upper Roof / Ridge Ventilation: 7"x7" Attic Roof Jack 49.00 si. each - 25% screen reduction = 36.75 si each. Upper Ventilation Req'd = 241.92 a/ 2 / si. of each vent = 3.29 vents Provide: 4 -7"x7" Attic Roof Jacks 147.00 si. Ventilation Provided = 147.00 si. is Greater than 120,96 si. Req'd Total Ventilation Provided 268.50 si. IS GREATER THAN: 241.92 si. Req'd 5'r �LooR FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF 16D SINKER NAILS A. 3' O.C. TYP. MIN. 318•WOOD STRUCTURAL PANEL SHEATHING T� N1oNa-TWJ55ES IS ripNo 7RU55�S �-f fT 1'Iv [ter Y 4"V �/VJ 1Jq.u, II,Qu I I&i-d I. i`b-D 11 rl-� 11 nl r_Ii nl.✓ II til_� II � -rl_, �I nl.r_II � nl.i �I .I_.II UPPEP, rL OOP, 4y4 I/gu:1l.all !I REVISIONS BY z 0 air W 0 anaal a. am Wool mi LAJ s584 REGISTERED IIT/E,CT q LARCH' PETER MANUS018 319iCEOFWASHIW iORS: r N N 00 O� W .I N W a w o z � a LIJ F- C� N F oo lT r Date 6-22-11b Scale Drawn Job Sheet 2- Of Sheets 24xn R-lam NT L' EV. LEFT �L�VA-TIOI� P 51PWG 2G� ELEVATION NOTES: 1. VERIFY SHEAR WALL NAILING & HOLDOWNS PER PLAN & SCHEDULE PRIOR TO INSTALLING SIDING. 2. CAULK ALL EXTERIOR JOINTS & PENETRATIONS. 3, PROVIDE WEATHER STRIPPING & FLASHING AT ALL DOORS & WINDOWS 4. PROVIDE GALVANIZED OR ANODIZED SHEET METAL FLASHING & COUNTERFLASHING @ ALL ROOF PENETRATIONS, CHIMNEYS, & SKYLIGHTS. 5. PROVIDE CONTINUOUS GUTTERS & DOWNSPOUTS @ ALL EAVES, TYP. 6. SEE SHEET 2 FOR ADDITIONAL NOTES. �R,C�NT � LFVf'.TIc�N R�6,9 C L EVATIO N I/41' =11- 011 REVISIONS BY z cI / W a .j W 0. CL Q .®I 6664 ARCHITECT ZE wusas OF'IMSHINGTON 7-2 I r N N 00 W x a W 3 J N G. W D 0 0 Q U a Z � F W VN � P //aL00 V♦ 0 T Scale Drawn Job Sheet Of Sheets W 1_2-� OL 410 i�oui31-E n�-al�.g:l 1� (doll I (� I IrItgtlS TAI �7 /# r 3�ti Gbd�a FAIL I L�_ i IIDtI� � W/ V16A 71�I QI�EL�ri 2xlP W�VAVWW �� hraLte 2x L-� 44�N IJv -jDI�e— Z�4- F-ttJ f, GENERAL STRUCTURAL NOTES GENERAL: THE FOLLOWING STRUCTURAL NOTES ARE SUPPLEMENTARY AND ARE NOT INTENDED TO SUPERSEDE THE SPECIFICATIONS AND/OR DETAILS SHOWN ON THE DRAWINGS. CODE: ALL CONSTRUCTION SHALL CONFORM WITH THE UNIFORM BUILDING CODE (IBC) 2015 EDITION. DESIGN LOADS: ROOF 25 PSF (SNOW) 10 PSF DEAD LOAD FOR SEISMIC WIND DESIGN CRITERIA: RISK CATEGORY: II ULTIMATE DESIGN WIND SPEED: 110 MPH WIND EXPOSURE: B INTERNAL PRESSURE COEF: +/-.55 COMPONENTS & CLADDING: 16 PSF (min) SEISIMIC DESIGN CRITERIA: PROCEDURE USED:SIMPLIFIED (ASCE 7-10, 12.14.8) IMPORTANCE FACTOR, 1 R=6.5 RISK CATEGORY, 11 Ss = 1.25 SITE CLASS, D S1 = 0.40 SEISMIC DESIGN CAT., D1 SDs = 0.83 SEISMIC FORCE RES. SYS, A.15. SD1 = 0.43 DESIGN BASE SHEAR = Cs = 0.13 SOIL 2000 PSF (DESIGN BEARING) LATERAL SOIL PRESSURE 35 PCF EQUIV. FLUID PRESSURE INSPECTIONS: NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT FOR BUILDING DEPARTMENT INSPECTIONS AS REQUIRED BY LOCAL ORDINANCE.. FOUNDATIONS: EXTEND FOOTINGS TO UNDISTURBED SOIL OF 2000 PSF SOIL BEARING CAPACITY (ASSUMED). BOTTOM OF EXTERIOR FOOTINGS SHALL BE 1'6" MIN. BELOW OUTSIDE FINISHED GRADE. CENTER ALL FOOTINGS ON COLUMNS AND WALLS UNLESS SPECIFICALLY DIMENSIONED OTHERWISE. CONCRETE: fc=2500 PSI MIN, 5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6.0 GALLONS OF WATER PER 94 LB. SACK OF CEMENT. NO SPECIAL INSPECTION REQUIRED. MAXIMUM SIZED AGGREGATE IS 1-1/2". MAXIMUM SLUMP IS 4". ADD MASTER BUILDERS POZZOLITH PER MANUFACTURERS RECOMMENDATIONS TO ALL CONCRETE EXCEPT s FOOTING. ALL CONCRETE IN FOOTINGS AND WALLS SHALL BE POURED IN A MONOLITHIC_ _- POUR UNLESS SHOWN OTHERWISE OR APPROVED BY THE ARCHITECT PRIOR TO POURING CONCRETE. VIBRATE ALL CONCRETE. SEGREGATION OF MATERIALS TO BE PREVENTED. . REINFORCING STEEL: ALL REINFORCING STEEL OF #5 AND LARGER BARS SHALL BE GRADE 60 DEFORMED BARS, AND #3 AND #4 BARS SHALL BE GRADE 40, IN ACCORDANCE WITH ASTM SPECIFICATION A-615: UNLESS NOTED OTHERWISE ON THE DRAWINGS APPROVED WIRE OR PRECAST CONCRETE BLOCK BAR SUPPORTS SHALL BE AS SPECIFIED BY THE CRSI MANUAL OF STANDARD PRACTICE MSP-1-86. LAP ALL SPLICES 32 BAR DIAMETERS MINIMUM UNLESS OTHERWISE SHOWN. PROVIDE ELBOW BARS (32DIA.) TO LAP HORIZONTAL STEEL AT CORNERS AND INTERSECTIONS IN FOOTINGS, CONCRETE COVER FOR REINFORCING STEEL CLEAR DIMENSION (U.N.O. ON PLANS): USE PROTECTION INTERIOR FACES 3/4" EXPOSED TO WEATHER OR EARTH 2" (#6 AND LARGER) OR 1-1/2" (#5 AND SMALLER) FOOTING BARS 3" FROM BOTTOM MISCELLANEOUS: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT JOBSITE INCLUDING BUILDING AND SITE CONDITIONS BEFORE COMMENCING WORK AND BE RESPONSIBLE FOR SAME. ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. UNLESS EXPRESSLY STIPULATED, NO ADDITIONAL ALLOWANCE WILL BE MADE IN THE CONTRACTOR AND/OR MANUFACTURER'S FAVOR BY VIRTUE OR ERRORS. AMBIGUITIES AND/OR OMISSIONS WHICH SHOULD HAVE BEEN DISCOVERED DURING THE PREPARATION OF BID ESTIMATE AND DIRECTED TO THE ATTENTION OF THE ARCHITECT IN A TIMELY MANNER. ANY ERRORS, AMBIGUITIES AND/OR OMISSIONS IN THE DRAWINGS OR SPECIFICATIONS SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY IN WRITING. NO WORK IS TO BE STARTED BEFORE CORRECTION IS MADE THE I CONTRACTOR SHALL PROVIDE TEMPORARY BRACINGS AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS. DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. VARIATIONS AND MODIFICATIONS TO WORK SHOWN ON THESE DRAWINGS SHALL NOT BE CARRIED OUT WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT. THIS DRAWING IS THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND CAN BE REPRODUCED ONLY WITH THE PERMISSION OF THE ARCHITECT, IN WHICH CASE THE REPRODUCTION MUST BEAR THEIR NAMES AS ARCHITECT. PRE -FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. i117 F � � ���xi2°Alfa• �114-r4 �1N iceU(L9 3u><3"X V4It �I n 4 � FTC. DFAIN IN srAVEJ, PEED :�A�e ry Mup me►µ- (emit, \AG Qdalo GRos5W15�. 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NAIL SHTG.TO DPP FAGS 1 = HEADER @ 3"OC EW (3) 2x STUDS LINO = HEADER PER PLAN a. III- NAIL SHTG•TO EXTEND OVER '' i EACH STUD _ 2 SHEARWALL Oil Wm APA RATED SHTG 8d NAILS @ 3110C, = cri PER SW SCHED ALL PLATES X ONE SIDE HEADERS & STUDS (3) 2x PLATES 1=- STHD14 PER PLAN NAIL SHTG. _ TO EACH PLATE —� u_J ' (2) 5/8" O A.B. 8" CONIC STEM WALL EMBED 7" MIN (2) #4 VERT EA FACE CONIC SLAB #3 TIES @ 8" O.C. CONT FTG W/ (2) #4 TOP & BOT L,RP �AAeS ice" MIN- V-6" MIN. HC>-rF: Sf=-E DETAIL 01-I r'iHT. 2 FOR PANEL SPLICES RAISED SHEAR WALL (RSW) P F H SCALE: NTS P�RT�L- F jZ�l`rj rIETI�29 DFI-I = DFACED Wi4LLS M�TNoD�S'J I 'L puoSP> W/a41COMMONI?Coll 0,G,EI)65e,12O-C-FIELD• "5 �1 2x�1 TOP PL. PI-05 'TAPERED P LaTE I�WQ 9 �� t Z4It p. . 1 �-------'NIETRL GAP �I-ASHIfJ� t�Y t-APSEAM � �fP�1: LCI-ASS Ii F-00FINC-r ovgR Isla /21' FIB RE5isp&,wf PI-YWID, W/EPOE GIPS F-,VPPlR.".1T Est' I(RoM fl,IPU4-:-®pTH 5lvr--ra Zr4 STUDS e IVIt` 'C' . LOCATE ATTPU99 PalNTg W/24 x 1211 l-. , FA. 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