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HomeMy WebLinkAboutPermit File BLD-2018-0109 (2) 1510 Latitude Circle -r Y 6 City of Anacortes Invoice/Permit#: BLD-2018-0109 904 6th Street '=i1 Applied date: 03/02/2018 `' P.O.Box 547 Issue date: 04/04/2018 z. ' 0 ; Anacortes, WA 98221-0547 Expire date: 10/01/2019 (360) 293-1901 Job Address: 1510 LATITUDE CIR Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: Remarks: Construct new single family residence per approved plans. Owner: LANDED GENTRY DEVELOPMENT Contractor: LANDED GENTRY DEVELOPMENT INC Address: 504 E FAIRHAVEN AVE Address: 504 E FAIRHAVEN AVE BURLINGTON WA 98233-1846 BURLINGTON WA 98233-1846 Phone: (360) 755-9021 Phone: (360) 755-9021 License#: LANDEGD062D4 General Information: Fees: Occupancy Group it-1 Building Permit Fee 2,617.75 Use Zone R2 Plan Review Fee 1,501.54 Lot Area 8849 Mechanical Permit Fees 123.00 1st Floor Square Footage 1311 Plumbing Permit Fee 181.00 2nd Floor Square Footage 1804 State Building Code Fee 4.50 Garage Square Footage 718 Sewer Inspection Fee 50.00 Porch Square Footage 230 Storm Drain GFC-Residential 1,597.48 Building Valuation 389400 Sewer GFC-Residential 9,482.66 # Forced Air Furnace<=1,000 1 Park Impact Fee 615.00 #of Backflow Devices 1 Traffic Impact Fee 2,641.40 #of Bathtubs 1 Plan Review Deposit 200.00 #of Clothes Dryers 1 Total Calculated: 19,014.33 #of Clothes Washers 1 Deposits/Receipts: 200.00 #of Dishwashers 1 #of Gas Fireplace 1 Total Due: 18,814.33 #of Gas Piping 5 #of Gas Water Heaters 1 � ' #of Water Piping 2 A/ v/,/ #of Hose Bibbs 3 #of Ki tchen Sinks1 #of Lavatories5 5 f.t, #of Other Fixtures 1 #of Range Hoods 1 _ #of Showers 3 / #of Slop Sinks 1 #of Ventilation Fans 5 #of Water Closets 3 8:1 Y C City of Anacortes Invoice/Permit#: BLD-2018-0109 904 6th Street Applied date: 03/02/2018 `'■ P.O.Box 547 Issue date: 04/04/2018 °`• Anacortes, WA 98221-0547 .71"10 ' (360) 293-1901 Expire date: 10/01/2019 :._ THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. i a IGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY tf:271.1( C) City of Anacortes Invoice/Permit#: BLD-2018-0109 904 6th Street Applied date: 03/02/2018 P.O.Box 547 Issue date: .`, ,O^ Anacortes, WA 98221-0547(360) 293-1901 Expire date: 08/29/2019 r , Job Address: 1510 LATITUDE CIR Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: Remarks: Construct new single family residence per approved plans. Owner: LANDED GENTRY DEVELOPMENT Contractor: Address: 504 E FAIRHAVEN AVE Address: BURLINGTON WA 98233-1846 Phone: (360) 755-9021 Phone: License#: General Information: Fees: State Building Code Fee 4.50 Sewer Inspection Fee 50.00 Storm Drain GFC-Residential 1,597.48 Sewer GFC-Residential 9,482.66 Park Impact Fee 615.00 Traffic Impact Fee 2,641.40 Plan Review Deposit 200.00 Total Calculated: 14,591.04 Deposits/Receipts: 0.00 Total Due: 14,591.04 CO n, a 0 0%• r rt I-• t t to O ri- cc r_ 1:4 r, t r , I') 4 3 r .. ,�•y o r� ry, - r n ►� .�, m —, ,•-, _m a THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR I ' CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMON - I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PI'tQ tOI4 OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR-;10ii—, GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER261R _;OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. t c5 to m ,� r c '—I •Li ,D hJ r. t SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY "T7 Tt 0 Q m , Cti f+ .-F ‘VS °I) <6 U_-U— V ---- 5 z Y PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT { C ° ' RESIDENTIAL BUILDING PERMIT APPLICATION / ;- , 4 Mailing Address:P.O. Box 547,Anacortes, WA 98221 N.` r - Office Location:904 6`h Street,Anacortes WA 98821 1.4cos - Phone: (360)293-1901, Fax: (360)293-193 HA►K'0 2 2010 PLEASE REFER TO THE RESIDENTIAL BUILDING PERMIT CHECKLIST BELOW FOR SUBMITTAL REQUIREMENTS PROJECT ADDRESS(Street,Suite#): ct 5 22.. Parcel(s)#: iS1. 0 LNrrtuv& G+RGt 1 PAA ,wA 1336.:1 o Subdivision/Lot#: Project Valuation: $ 1P-c T oc ',tom C(4 1 I..c�C ' - L 2 J C) L/oo APPLICANT: Phone: Fax. LA&IC*D 6 i'.TZ.`-1 Di-lEc.rJ pHE 11 i c_. 2J(co-155-cjo j Address(Street,City,State,Zip): E-Mail Address: 504- E. rAsi-g+-4Aia1-1 P vp4_tl cfin ( gr3233 PROPERTY OWNER: Phone: Fax: 4-S 1-oR-t44 ,4t l 1 COR S, L-L-G 7-155-e OLl - Address(Street,City,State,Zip): E-Mail Address: 504 C. Aic2-14AVE1-I: I5ogult'-to►l trm- 33 CONTACT PERSON: t Phone: Fax: J.kc . 1.� +ty s o-7.55-9v21,ei...1 Address(Street,City,State,Zip): E-Mail Address: 5r - e,-FPct e.1-640i W, Boe u 14(4-1-u\l,LOA RP.9 3_'F, LENDING AGENCY: Phone: Fax: LE'5 GA4.4K Address(Street,City,State,Zip): E-Mail Address: I got.Iv toi✓ M.; Mi.vf-Aa9cl, LUG. c/SD CONTRACTOR:* Phone: Fax: LAkC.D 6et-t- 12'-i D-ev H -IlT,11-4G 2 O 156-9v21 Address(Street,City,State,Zip): E-Mail Address: 50 -E. .b.,4t2--.w1/4..1el-li Avg,utAci-cmtLmA 91303 *All Contractors&Subcontractors must have a valid City of Anacortes Professional License it: Exp.Date: business license prior to doing work in the City. Contact the City's B bG � 2- S - (q Finance Department at(360)299-1968. Business License#: Exp.Date: PROPOSED WORK: GOI4STF.UC r ON1� . tl,rt,l F -tIL>-/ s',2-,- - C .1-1.1C-E OL\i I._ -- l2 t ?lac i 0� 674.c�C{.T1 PROPOSED NEW W SQUARE FOOTAGE: Basement SQ': Finished Basement: 0 Unfinished Basement 0 1'Floor SQ': 1 l l J Garage/Carport SQ': 1 L B C - 2nd Floor SQ': L Deck/Covered Porch/Patio SQ': Z3,c) Fire Sprinkler: Yes L --No 0 Lot Area SQ': <F79 r 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: 4--- , R et L`AS t(C--4- Owner 0 Agent 41)(specify): Signature: i:�C.pp�. 12.1/ii A Date: 2.- 7—f<a 7: l ,, � �i page 1 of 3 , PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT RESIDENTIAL BUILDING PERMIT CHECKLIST `' Mailing Address:P.O. Box 547, Anacortes, WA 98221 9w Office Location: 904 6th Street, Anacortes WA 98821 " ""'� Phone: (360) 293-1901, 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. r PERMIT TYPE 'v - e SUBMITTAL REQUIREMENTS :F f 4 p, �< The number indicates the number.of 2 IA 0 ~' ara copies for submittal(if applicable). • ,.g p Residential Building Permit Application 1 1 1 1 1 Site Plan(Drawn to Scale & Surveyed— 2 2 0 2 2 "/ if applicable) Building Plans (Drawn to Scale) 2 2 2 2 2 '$ Reduced Site Plan(11"X 17") 2 2 0 1 1 )t Reduced Floor Plan(11"X 17") 2 2 2 2 1 Structural Calculations (if applicable) 2 2 2 2 2 y 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) 1 1 1 1 Geotechnical Report(if applicable) 1 1 1 1 V Plan Review Deposit(due upon 1 /" submittal) 1. Handouts and Standard Details may be 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 MECHANICAL: Equipment Type: Appliance/Equipment Information(new and relocated): Total#: Furnace: Gas#: I Elec#: Other#: I v Gas Water Heater: #: I Location(s): CCA12.4,4 G I(/f Heat Pump: Elec#: Other#: Air Conditioning: Elec#: Other#: Boiler: Gas#: Elec#: Other#: BTUs: Exhaust Fans: Bath#: � Laundry#: I Other: S.(�/� Range Hood: #: l Location(s): L"� r/ Fireplace: Gas#: Elec#: Other:#: Location(s): L.--1`l ttJ Ci '1--"---, Clothes Dryer:/Duct: Gas#: I Elec#: Other:#: Location(s): Lpti jape,Le I L Stove/Range/Oven: Gas#: ( Elec#: Other:#: Location(s): �C 4 1 I.--"1 Range Hood: Location(s): 1_,1,-C Gas Outlet(s): #: Location(s): It 4J thlcc, ubu®-', ka 5 1/ CI Other: #: Location(s): TOTAL (,(p PLUMBING FIXTURES: Fixture Type(new and relocated): Total#: Fixture Type(new and relocated): Total#: Water Closet(Toilet): ',L- e igerator water supply(for water/ice dispenser): I �'� Kitchen Sink: I Pressure Reduction Valve/Pressure Regulator: I (--- Utility Sink: I//W r Service Line: I Tub: ater Piping: Hand Sink: 5 Clothes Washer: I Shower: 1-�/ E" tric Water Heater: Tank-less? Yes ❑ No El Dishwasher: I ackflow Prevention Device: I CJ Hose Bib: TOTAL OUTLETS: I.7 TOTAL OUTLETS: 5 Page 2 of 3 t"Rs Anacortes Planning & Community Development Dept. Permit Center 'i4poa��� P.O. Box 547, Anacortes,WA 98221-0547 PH(360)293-1901 Don Measamer,Building Official,Planning Director FAX(360)293-1938 2012 Washington State Energy Code Simple Worksheet This worksheet is intended to assist you in deciding which methods of construction will be used to meet the requirements of the Washington State Energy Code. After completing this form, please add all relevant information to your construction plans. PART 1 Whole-House Ventilation:Select one of the following methods. A. Fresh air will be circulated by the central forced air furnace. The furnace must have a fresh air intake duct and the blower must be activated by a timer to circulate air a total of 8 hours daily. B. Fresh air will be supplied by wall or window vent ports in each bedroom, kitchen, living room and other habitable rooms along with a whole-house exhaust fan. The exhaust fan, which usually does double duty as a laundry or bathroom fan, and must be controlled by a timer set to operate according to the fan sizes and time schedules below. The table below assumes a residence of 3000 square feet or less. Continuous operation 12 hours per day 1 bedroom 45 cfm 90 cfm 2-3 bedrooms 60 cfm 120 cfm 4 -5 bedrooms 75 cfm 150 cfm C. A heat-recovery ventilation system with minimum CFM flow rates as shown in option B. PART 2 Insulation and Windows: Framing Glazing % U-factor Ceiling Vaulted Walls Floor 2x6 construction* unlimited 0.30 R-49** R-38 R-21 R-30 R-10 ** R-38 insulation may be used with advanced framing, meaning that elevated trusses or rafters must be used so that the full R-38 insulation will extend to the outside of the top plate of the wall. PART 3 Air Leakage: The building envelope must limit air leakage rate to not exceed 5 air changes per hour (ACH). A blower door test will be required. Calculate your maximum allowed rate by using the following: [Building volume(cubic ft.)X 5 (ACH)]/60 minutes= maximum cfm rate during blower door test [2,8�551. I cu. ft.X 5)/60]=2,37 t• `t4. maximum cfm rate during blower door test ENERGY CODE CHECKLIST Section R402.4.1.2 of the Energy Code requires that the building envelope be tested(normally referred to as a "blower door test")to determine that air leakage is within acceptable levels. A leakage of.00030 SLA measured at 50 pascals is considered acceptable. Sealing of doors, windows, ducts or registers is not allowed during testing. Section R403.2.2 requires leakage testing of the mechanical ducts to insure that the ducts are sealed. Testing may occur at rough-in or post-construction. Testing must comply with standard W S U RS-33. Section R404.1 requires that 75%of all luminaires (lights and lamps) be high efficiency. Section R403.1 requires that a certificate be posted within three feet of the electrical panel, completed by the builder or design professional, and include the following information. R-values for ceiling, walls,floors, foundation, U-factors for windows,the type and efficiency of heating/cooling equipment, duct leakage rates from the duct testing, and the air leakage rates from the blower door testing. Other Energy Code items to check or be aware of include the following. 6 mil black polyethylene covers the crawlspace area. Water lines in unheated areas are insulated. V. Heat ducts are insulated to R-8 and exhaust ducts are insulated to R-4. f Whole house fan,if required, with a sone rating of 1.5 or less is installed,with timer or dehumidistat. .1 Exterior doors are weather stripped. Baffles to maintain vent openings in attic are properly installed. Insulation is installed behind partitions and in corners; fitted around wiring and pipes. Insulation is installed behind bathtubs and showers. Openings around interior plumbing pipes in exterior walls are sealed. Furnace is the correct size. V. Fresh air system is installed, connected to the cold air return within four feet of the air handling unit. Interior doors are undercut to allow air movement. ,/ Exhaust fans terminate outside the building. „/ Showers and lavatories have 3 gpm flow limiters. SIGNATURE: c)eircia„ . ?\11/&---k For more information contact: City of Anacortes Building Department PO Box 547,904 6th Street•Anacortes,WA 98221 360-293-1901 Fyrrce, Groc From: Fyrrce, Groc Sent: Saturday, March 03, 2018 3:05 PM To: 'Jack Reinstra' Cc: Ingalls, Paul; Measamer, Don; Kennedy,Jack; Cricchio, Kevin; Nelson, Kait; Lange, Steve Subject: 1510 Latitude Circle Building Plan Review Landed Gentry Attachments: 1510 Latitude Circle Building Plan Review Landed Gentry.doc; Current Plan Revision Additional Info Cover Sheet.pdf Hi Jack, Please see my attached plan review note for corrections that need to be addressed so that I can finish my plan review. Public Works plan review is approved as submitted; and , and Planning, Fire and Stormwater plan reviews are pending. Any corrections from the Stormwater plan review will need to be addressed before issuing the permit. Please fill out the attached Plan Revision &Additional Cover Sheet along with a transmittal letter(s) stating the correction required, and how it was corrected,for each item, on each review, and address it to the appropriate party. You do not have to submit separate site plans, if all the items required in each review can be clearly and legibly shown on one site plan. If you have any questions, feel free to address them to the appropriate party. Best regards, Groc Fyrrce Building Inspector/Permit Technician City of Anacortes (360)293-1901 i./i ;ru'c4,4afc eoyiNfierwiti 1!/xcu#r er.kealro.rz-((nit eoViondio My incoming and outgoing email messages are subject to public disclosure requirements per RCN 42.56. 1 Anacortes Planning& Community Development Dept. Gtl Y Permit Center '�+ ►�� P.O.Box 547,Anacortes,WA 98221-0547 PH(360)293-1901 9COR Don Measamer,Building Official,Planning Director FAX(360)293-1938 March 3, 2018 Jack Reinstra 504 E. Fairhaven Ave Burlington, WA 98233 RE: Plan Review notes for the proposed New Single Family Residence at 1510 Latitude Circle Please address the following items so I can complete the plan review. 1. Minimum braced panel length for CS-WSP braced wall panels for a 96" adjacent clear opening height,per 2015 IRC Table R602.10.5, is 41"for a 9' high wall. On the plans you have 381/4"length listed which does not meet the minimum. Please correct this on the plans. 2. The 2015 IRC allows for one room exception to the maximum braced wall spacing of 25' for our SDC;the plans show two rooms that meet this exception(the 3-car garage and kitchen/living room). Please correct this on the plans to comply with the prescriptive provisions of the 2015 IRC or provide engineering to address the structural loads imposed on the building. Please contact me if you have any questions about these notes. Public Works, Stormwater and Planning reviews are separate plan review; any corrections resulting from these reviews will be sent to you separately; and, any issues arising from those reviews will need to be address before the permit can be issued. Sincerely, Groc Fyrrce Building Inspector City of Anacortes 360-293-1901 i `pii! wiry C t,,, 15 n '� MAR 3 0 ?018 1 Li; 1 1 CITY OF ANACORTF• March 26, 2018 Anacortes Planning&Community Development Dept. Attn: Groc Fyrrce RE: Plan review corrections for proposed home at 1510 Latitude Circle Please note the following item have been addressed as described: 41,-The braced wall panel has been changed from a CS-WSP to a CS-PF on sheet A3.4. A header ,change has been made above that same opening on sheet A3.2. 2. The braced wall spacing has been changed on sheet A3.3 to show only one area that has a braced wall line spacing greater than 25'-0". Because of several changes, individual items have not been clouded and the entire sheet is labeled as revised with "!". The foundation sheet (A2.1) has a hold-down revision also, due to braced wall plan changes. Two sets of the changed sheets has been provided for your approval. Changed items above have been clouded and marked with "1" for your convenience. Jack Reinstra Landed Gentry i Anacortes Planning& Community Development Dept. ..., Permit Center 400a P.O. Box 547,Anacortes,WA 98221-0547 PH(360)293-1901 Don Measamer,Building Official,Planning Director FAX(360)293-1938 March 3, 2018 6 Jack Reinstra Lill MAR 3 Z018 I 504 E. Fairhaven Ave i Burlington, WA 98233 CITY OF ANACORIE< RE: Plan Review notes for the proposed New Single Family Residence at 1510 Latitude Circle Please address the following items so I can complete the plan review. 1. Minimum braced panel length for CS-WSP braced wall panels for a 96" adjacent clear opening height,per 2015 IRC Table R602.10.5, is 41"for a 9' high wall. On the plans you have 38 1/4" length listed which does not meet the minimum. Please correct this on the plans. 2. The 2015 IRC allows for one room exception to the maximum braced wall spacing of 25' for our SDC; the plans show two rooms that meet this exception(the 3-car garage and kitchen/living room). Please correct this on the plans to comply with the prescriptive provisions of the 2015 IRC or provide engineering to address the structural loads imposed on the building. Please contact me if you have any questions about these notes. Public Works, Stormwater and Planning reviews are separate plan review; any corrections resulting from these reviews will be sent to you separately; and, any issues arising from those reviews will need to be address before the permit can be issued. Sincerely, Groc Fyrrce Building Inspector City of Anacortes 360-293-1901 ANACORTES PUBLIC WORKS DEPARTMENT GS Y° Steven Lange, Project Manager P.O.BOX 547,ANACORTES,WA 98221 PH(360)293-1920 E-MAIL:stevel@cityofanacortes.org FAX(360)293-1938 ` cows. Memo Date: March 2, 2018 To: Paul Ingalls, Plans Examiner From: Steven Lange Subject: Site Plan Review#1 for 1510 Latitude Circle cc: Eric Shjarback, Justin Symonds The submitted site plan for 1510 Latitude Circle was reviewed by the Public Works Engineering Department on March 2, 2018. • 03-02-18: Submittal to Public Works Engineering • 03-02-18: Public Works review and memo back to Building Department The following comments are provided: • No frontage improvements required under this proposal. • Known subsurface flows in the area. Suggest installing perimeter drains along the easterly and southerly boundaries. • Issue the building permit when ready. Wo`,��,v 4C`Z a =�{ • Water • Wastewater • Streets • Storm Drainage • Engineering • Solid Waste • Transportation•Equipment • Capital Projects • Development Services 4�/p. MAR 2 2018 Hydrant Flow Test Report Test Date 4/26/2017 Test Time 12:30PM Location Tested by 1419 Latitude Circle Commercial Fire Protection, Inc. Anacortes, WA 98221 17199 Bennett Rd Mount Vernon, WA 98273 Mark Taitano Notes Read Hydrant New Hydrant, No Hydrant number yet. 86 psi static pressure 56 psi residual pressure hydrant elevation Flow Hydrant(s) Pitot Outlet Elev Size C Pressure Flow #1 3.5 0.93 29 1831 gpm Flow Graph 100 2804.0 gpm at 20 psi 80 60 psi 40 20 0 1 1 1 I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 0 750 1500 2250 3000 3750 gpm Created with the free hydrant flow test program from www.igneusinc.com Cricchio, Kevin From: Cricchio, Kevin Sent: Friday, March 23, 2018 1:17 PM To: 'Jamie Daut' Cc: Fyrrce, Groc;Jack Reinstra; Lange, Steve Subject: RE:Tree inspection Hi Jaime. I have completed my review of 1510 Latitude Circle.Tree fencing required for the 1 tree on property and 2 that are adjacent to it in the adjacent lot. Please let me know when fencing is up for an inspection. Kevin Cricchio, AICP, WPIT I Associate Planner I Planning, Community& Economic Development Dept. City of Anacortes I P.O. Box 547 1904 6th Street I Anacortes, WA 98221 360.293.1937 (work) I kevinc@cityofanacortes.orq I www.cityofanacortes.orq My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56. 1 BUILDING PERMIT APPLICATION REVIEW: DATE: ` ��/..)) ^\<EIPERMIT#:a.A4.2.0 ^0\001 SITE ADDRESS: In \ci, Att PARCEL#: e � Cln, � J colk..) SURVEYED SITE PLAN: yes no • Does site plan & dimensions match survey yes ❑ no 8NCA 4 -LS. ZONING DISTRICT: 0 1 • Is the land use permitted in zone ti yes ❑ no i CRITICAL AREAS: • Is any critical areas located either on the subject property or within 300 feet El yes no SHORELINE JURISDICTI N: • ❑ yes no • Shoreline Environment: Setback from OHWM: • Is the land use permitted in environment El yes 0 no IMPERVIOUS SURFACE MAXIMUM: 1 i I J MINIMUM SETBACKS: 1O�I, - ( 5 Is , 32,_4) Q__ MINIMUM LANDSCAPING: 2_, (91 MINIMUM #OF TREES: A ç r ‘ek MAX LOT COVERAGE: 3-1. 5v ) ii MAX PERMITTED HEIGHT: 'n'1 i OFF-STREET PARKING: 2._ EASEMENTS: Print Window Page 1 of 1 Details for Parcel: P133670 Jurisdiction: ANACORTES Zoning Designation: Please contact the city of ANACORTES for ANACORTES -z '*' A' zoning information. Recorded Documents triit la Excise Affidavits Documents scanned and recorded by the Auditor's office Document scans of excise affidavits Parcel Number XreflD Quarter Section Township Range P133670 6042-000-012-0000 SE 22 35 01 Owner Information Site Address(es) Map Links 48 NORTH ANACORTES LLC 1510 LATITUDE CIRCLE Open in iMap 504 E FAIRHAVEN AVENUE Anacortes, WA (Jurisdiction, State) Assessor's Parcel Map: BURLINGTON, WA 98233 Zip Code Lookup I Site Address Information PDF I DWF Current Legal Description Abbreviation Definitions (0.2031 AC) LOT 12, 48 NORTH PLAT AND PUD, RECORDED MAY 2, 2017, UNDER SKAGIT COUNTY AUDITOR'S FILE NO. 201705020028. 2017 Values for 2018 Taxes* Sale Information 2018 Property Tax Summary Building Market Value $.00 Deed Type WARRANTY DEED 2018 Taxable Value $108,000.00 Land Market Value +$108,000.00 Sale Date 2017-06-02 General Taxes $1,132.00 Total Market Value $108,000.00 Sale Price $4,350,000.00 Special AssessmentslFees Assessed Value $108,000.00 Total Taxes $1,132.00 Taxable Value $108,000.00 * Effective date of value is January 1 of the assessment year(2017) Legal Description at time of Assessment *Land Use WAC 458-53-030 Neighborhood (21AVIEW) ANACORTES VIEW RESIDENTIAL Levy Code 0900 Fire District School District SD103 Exemptions Utilities *SEW, WTR-P Acres 0.20 Improvement 1 Attributes Summary Building Style RESIDENTIAL HOMESITE Year Built Foundation Above Grade Living Area Exterior Walls Finished Basement Roof Covering *Total Living Area Heat/Air Conditioning Unfinished Basement Fireplace *Total Garage Area Bedrooms Bathrooms For additional information on individual segments see Improvements tab * Land Use codes are for assessment administration purposes and do not represent jurisdictional zoning. Please contact the appropriate planning department in your jurisdiction for land use questions. *Total living area includes above grade living area and finished basement area. * Garage square footage includes all garage areas; basement garages, attached garages, detached garages, etc. Assessment data for improvements is based on exterior inspections. Please contact the Assessor's office if the information does not accurately reflect the interior characteristics. https://www.skagitcounty.net/Search/Property/ 3/23/2018 4218 4306 4304 P� 4314 4305 In 1305 Or . 4308 4307 1307(gINI 4315 - / 1410 :' :.: ' 1406 1408 1414 :G . 1404 1610 1417 1416 1418 • 1608 1419 4317 1611CL U 4405 w 4407 \ 1605 1501 1420 I- 12 -J 1604 1603 1503 1502 4319 \ • 1519 1505 1415 1602 1515 / 1504 1419 4403 1520 \ 506 1518 1516 1514 1512 1503 R2 A 1507 n Z 4302 4304 4306 491/ : 4300 WHIDBEY CT 4308 4303 4307 y 4213 4215 4305 / 4301 4216 4218 4303 • 4302 4305 j` f.' 4307 i 4309 ' 4304 4404 4402 '/ �- "AN JUAN AVE ` 4406 4111* 4320 I 4403 Q if 6 4319 } -. .w ,,ic �� Tree Prose 1 Don ?=orm Date: August 2015 w AsimitArj., r c ° Prepared for: Strandberg Custom Homes � __ . � Deso�ru��� s Project: 48th hiorth Project , - wet"\.,, ,-- ---/-": >/: •••••100111 ` i ,4000....10010.41 .ice_., .., i ' Y Urban Forestry Services, �c1co mummwmi I y 15119cLcan Rd S• Io Vernon, VITA 98273 dillc„,„..... '! TreeC-Dea tC� r Condition A Ad!lprll �:- 4y(1 TT '� Dead - VeryPoor • ® Poor t,�r 0 Fair M _ 0 Goof I si 0 Exceilient tiN 8 V `I� bite Tyipe 0 11111741allrAll r _ ® PDanting site O D emovai site O Stamp O Tree '- Tree Size Ali11. p Diameter at 4.5 feet (inches) / o ii - 1 2 4 4 �• -1 i 3 - 24 irr' ; 0 25 + .. ---�`` J"--2 ,- y4 Critical Root Zone (ft) AT'' s / 2' t _ 0. +I , err 175 j a, NI 1r- • f ., a p� ... - l'' .' urce: Di�`italGlobe GeoE a GeoY u is �, a.-K,�-.'� `, �.. , �., . S� - Cyr � g '�- � � o � �y - � P- graphi-s, CNE-S/Airbus Duo �' f USDA AE�X Getma in Aero g rid I swissto p o - o - ' PP 90 g �� p 0 20 40 80 120 160 ,,,F,- User Cemmiit� Feet d City of Anacortes Invoice/Permit#: BLD-2018-0109 x- 904 6th Street �° Applied date: 03/02/2018 r!' P.O.Box 547 Issue date: ~ Anacortes, WA 98221-0547 (360) 293-1901 Expire date: 08/29/2019 Job Address: 1510 LATITUDE CIR Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: Remarks: Construct new single family residence per approved plans. Owner: LANDED GENTRY DEVELOPMENT Contractor: Address: 504 E FAIRHAVEN AVE Address: BURLINGTON WA 98233-1846 Phone: (360)755-9021 Phone: License#: General Information: Fees: Total Calculated: 0.00 Deposits/Receipts: 0.00 Total Due: 0.00 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY , 0 ,..,...., „pear ,..„, „,„. i,j 1;. irr ...„ L.00. ...±n f , , ob.) „„..... . �•'I)i 'jt�',liit'i lu:,` �\� '� rit:14; !t is _to) 4 agirdeeSele. i i �1 "i 1 4-I 'i' S rd� 4 Sh..#1.49 j� *rill I� j!!i 'Kli!':• 1 > i ! irs I'i !I; •,:I �it't � j'' •1i° ;. Thii ,i.;�b` it \\: 0 - : �t ;;'i'Lillie. •1. • -. i 'r,::;... ,i..pu. t�� ' 1111 CI Gad* (1/3 ''Z:'; ��'i3:1V Frta:1 oif ar. • { 4%) i e°.°C 01 . \1/4iy I ' %UN 11 1 i l::11. 1:* i c ••••• itntiii.:04.1.01 ..,: stiii.014 .1: 1 • w...lisfi,..:3,:!,,ltiti tilittpiiiti.pill , ,. . 4 I t�i•11iQ,i,'� t'It'�lif'� C.I i �s 1 falgt ��° � d �. p 1 ‘6` 1I �I,.i , I 4.4 1 f?„ 4t4.1 "A :10 ` ,,,,_ 4.‘ ti ,.I,i rt 0(111)9111P/Vie 411 cc . 4...j .0 11;4.41At'ti ty; ItF116. 2 g . Is ii (611r'$I'i' e'• �: ' C t:110) C ��I.i�l � :!i�:�i1 l!�;r: ` , 1 t " ,1;i. " n't.. ..., 0 se' ........" , l.tiii( r i j t. i. Z kr. 41. i Lisi,A .ui tad :w18. 4; I. Ir. ir:?: Cod) a ) s. :Ai crit.;:)Nly m C. J + t • rril 1, N. deassia Ctse: th . 1 1 P 1 i C 0 Y 1 �L �L1J fjhaaii'�'( �7i ;f3. L. ` •:% �I,Il.. �• rJ . .. Ji. ir „ ts_ii, )in-ri: _‘ \ , ,rl 11 11 ai ;1 MI (APC .V.ii7 ,,1 iili.• . 1�. `C91%#' N \"--4 ,., i 1 V) vim\ / is) 3/43 .-i ..•'•,i: i 3'. '1, Resat IL 1 \ --"A"-------tie 1 t. c . t,.. z.. --, yoie „sae • Igrw C CD tial.J. .. .L E ---ii .,:.•,„ .. ,: ,.1.; ".. .,.„..t., . ..,.....„:„.• .,. • ... .„..,..., ,,:. ,7 V.! 4.: • . , •o1.:.* v1.• �`J .al 2°.,1 =s',),; fly • .- . ,�,• • \0 \ . CU O .1;- i'i 11: . . .. .« ... _ ... ....._. . ... ._ _... .._............... ..._........ ........_... . -•• '�i•.» _» ...._._..» _ ..» __... ..._... .............». .._. _._.......... .._._......___.._. __ • • »—_. .___ _ _.«» ___ . .. .. _».. ._.._... _ _ .._. NN (81>:----"I NIs 0 irpor • 111•1 I .S i : ; :` p :r `' : . r`, t 7 l Q lanist tn i `� `il ; 1l i 3 D 4;f..I'i...; i:' . .SC 0 CD C iit .:•; i,iri` CT) C[9 < . ..... ani ti.lig• IIi J1. '!i • SU c Yam.1 SS 2,. 4--D = ,s 1f.1.t:�. i• j' Sea ®ah P LH Li I® n) IL Ap ii ; \ Jo ger velf 41....-- -j {� ese �c CONCRETE / �� CURB&GUTTERefe '��� WM �� . '' ABBREVIATED LEGAL DESCRIPTION: OS \ N Gt�j (Lot 11) EXIST. Sfr4ITARY Erosion 3ontrol Notes for Residential Construction-City ofNMI �� `� Anacortes �� NON �NpE� SEW7FfCLINE LOT 12, 48 NORTH PLAT & PUD, SECTION 22, TOWNSHIP 35 �� �j (tOTEG��PSGµBPR�p ( WM / LOT 11 NORTH, RANGE 1 EAST, W.M., CITY OF ANACORTES, SKAGIT p M �VSE QJ / L, �ee A. Erosion Control Best Management Practices shall be in place per the COUNTY, STATE OF WASHINGTON. 0- NSTR.p,s\NF �T N { x 219.7 / accepted site plan prior to any construction start.T00 LANDED G E N T xY G220,GP OP PPe PX. EXIST / B. The erosion control shall be inspected once a day and modified to Za 00 ° / GRADE meet the wounding conditions as needed- HOMES AND COMMUNITIES / C. The storm drain system shall be cleaned daily{Section 7-07.3}.All �31 drainage systems shall be cleaned to the acceptance of the City of GENERAL N 0 TES 2 / \ `t / s Anacortes prior to acceptance of the project. CONCRETE L ', \\ \ / E - G 10' PUBLIC D. Stabilized construction entrances and roads shall be installed at the SIDEWALK \ TILITY EASEMENTI beginning of construction and maintained during the duration of the OWNER: j // . XIST. SS project. Additional measures may be required such as wash pads to LANDED GENTRY �" •NNECTION 217. i + (LE 12) ensure thet all paved areas are kept clean. No mud is allowed to 504 E. FAIRHAVEN x \' enter onto City streets. qQI5W;Q2,r + BMP C15:STABILIZED E. Any soils exposed that will notbe diurbed fortwo(2)days during the:xi i SS CONSTRUCTION I OT "vt,& ENTRANCE I wet season or seven (7)days in the dry season shall be immediately �' IGkT ur�JAY'_INE (SIZE TO FIT) stabilized with the approved ESC methods(seeding, mulching, plasticBUIO WG: + 19.g0 covering, etc.} LOWER LEVEL AREA— 1,346 SF + F. Two (2)weeks prior to the beginning of the wet season(October 1), UPPER LEVEL AREA— 896 SF •♦♦♦♦♦♦♦♦ ♦ + 0 OI all disturbed areas shall be reviewed to identify which ones can be TOTAL LIVING AREA 2,242 SF EXISTING ♦•` 1k -! ` seeded in preparation for the winter rains. Disturbed areas shall be GARAGE — 433 SF / •4 seeded within one (1)week of the beginning of the wet season.A I STORMDRAIN 'Oe , ' 'if / + G' I sketch map of those areas to be seeded and those areas to remain SITE: •� ` —1 uncovered shall be submitted to the Project Manager. The Project LINE(TYPICAL) -1-, ••moo ; o_ Manager can require seeding in additional areas in order to protect TYPICAL — _ — ` •••� \`, + surface waters, adjacent properties or drainage facilities. ZONING: + • ���i` PROPOSED 4" DIA. G. Penalkies for an Erosion Control violation are subject to a$300 to R2 — RESIDENTIAL LOW DINSITY •NNISt It •• \` SOS?QC + SANITARY SEWER $1000 fine under Chapter 17.66 - Penalties for Violation. Each day is + • \ 0�2� considered a different violation. SETBACKS: EXIST `f �••� ` PG9lps� +� WITH CITY ALL AGUIDL/NES CKS IN COMPLIANCE GRADE •• ` �0�� + SIDEYARDS MIN 5, 15' COMBINED INLET PROTECTION �+ •••• 94p�rT�G�` REAR YARD MIN 30' C220, BLOCK& �+ • y ! Q�'G� +` i D FRONT YARD MIN 10; 20' GARAGE GRAVEL FILTER , , > ` •• d'O i \`% i D m v o m TYPE + •• .,� A . O� + 'a • m m • Pp . V I n O , +�•��li �� • +� BMP ER SILT Li i < v • y �_lC A + FENCING TO PROTECT BMP C233: SILT FENCEI 'i �x HEIGHT.` + •:2QP>�C e, `k(�\ ^p°l� \\ ` g DOWNSTREAM YtKIMtIERSILT m O O MAX. ALLOWED: 35 VV / PROPERTIES FENCING TO PROTECT D r PROPOSED:UNDER + •<<• `cc f PC�F' ��'I \` ` Ic� PARKING: •• �S�p� �i 'DRIVEWAY + 221,3 ' m PROPERTIESM m n _ ° _ z z '' 1 2 IN GARAGE, 2 IN DRIVEWAY + ••• P) \ EXIST CHECK DAM PER BMPII— �� O -o t • V \ + GRADE - C207:CHECK DAMS, �� 1 + ••• \\ A+ ir AS NEEDED. z O ♦ PROPOSED 4"SCH \• • Z 40 PVC DRAIN LINE ;• \\ \ ` 17 62 46,89' c. L 0 T COVERAGE D -° BUILDING AREA: + \ 30.00' lli 2 1;.1 2,163 S.F. •i• \ ` `+...�x.x.�x�.�x.��x„�.x��x��x.��x�� =EXIST•• ` 221.00 x'�x�x`x--x�x�. �D \ x.�..x—.max x�x�x�. L o LOT AREA: TG x 6'� `••• \ ` ( N ' 4.00' �_ x. �x��x�x x_..x .�x.�x x..�.x��x R=II t 8,$49 S.F. cP. • \ r•■r■■■ id 47p0, PROPOSED 4"SCH I Z •• ■u■•,,r, ♦ w 40 PVC DRAIN LINE a PERCENT COVERAGE \ • \ Q r __ LOT LINE • 6 49 4 4% + ••••• • ���� ■r■■■■■• ■■■r■■'r ■■v■■■-gym �� _ , os nnnnnnnnnn G& tVO� • • rb MAXIMUM ALLOWED: 37.5% • LOT 13 • `.. �"'� ♦ eat r� ,,,�,� Q 05O\QVP PLACECQNSTRUCTION IMPERVIOUS COVERAGE I 0� BUILDING: 2,029 S,F, EAVE ilia S EXISTING AROUND AT DRIP f`— OVERHANG �•• ♦ u STEPS/WALKWAY: 19 S.F. \ •. I m L LINE PLUG,i. • ::: ♦ I V) PORCH: 134 S,F, 1 •. • -' I cov RED - 30 REAR • PA770: 96 S.F. •• % POVERED YARD BUILDING DRIVEWAY 1.871 SF BMP C233: SILT FENCE �� I x UNCI ER' D TOTAL: 4,149 S.F. PEHIME1EKSILT + • FENCING TO PROTECT `•• • I PATIO SETBACK • DOWNSTREAM ;• LOT AREA: PROPERTIES •• • ¢ ; PROPOSED HOUSE 1 1— BMP C233 SILT FENCE 8,849 S.F. PLACE SILT F_NCING ON `•• • O I DOWN STREAM SIDE OF •• PERCENT COVERAGE. • LOT 12 4,149 8,849 = 46.9% + ••• j STOCK PILE / -F •.-:, TG 70 MAXIMUM ALLOWED: 48.0% ,,_ , �• 223.40 FF • x • - 1 - &AN e �x�x—x i Yq/f, e /x. 4.�k x I 10 ( O s SOIL STOCKPILE LOCATON • CS x EAVE �' , 221.3 d BMP C123: PLASTIC COVERING • r EXIST x OVERHANG LOT LINE&PLAT GRADE COVER WITH PLASTIC DURING STORM iNe f— I EVENTS AND WHEN NOT BEING BOUNDARY fWORKED FOR MORE THAN TWO DAYS 9 0' WA �ERLINE I rn 0 I 222.40 GFF II 4 x ti Z EASE�NIENT x eti 222.so FF I g - .�» ,., .,. to ,,. ., I e fl RO POS ED `TO REDUCE FENCE BMP C103: IGH VISIBILITY • i TO REDUCE RISK OF PUBLIC agµQ TS .3 rhu�4 1� te¢� ENTRY INTO CONSTRUCTION cs GARAGE SITE • Pam +0 1au(tP�� �,� GRAPHIC SCALE PLACE CONSTRUCTION ° 6 0 3 6 12 I I 00, PRbPOSED 4"SCH FENCING AROUND • o � f ��� to I ° 40 PVC DRAIN LINE I EXISTING TREE AT DRIP q�Wtq S ,y � �� hi x I I ,�.•„ LINE PLUS 6'. J ( IN FEET /� I Iweissesmea , P� bOM` "' Horiz. Scoae: > Inch = 6 Feet I I .. ��P� 24.sa' I EAVE 4 I .••'♦♦♦♦♦♦ D o� • 48 NORTH � , P� I OVERHANG ♦♦♦r♦♦ ,..0P, 6 ) , i kcc 7 x ROSARIO � �c.ob / "' s�nnnnnn .♦♦`'♦♦ G��s��P`jO� 1 o 3-CAR GARAGE RIGHT I I 22.46' S —— J LOT LINE ' --- ' \�G��,o, r4.). clillT _F.. . LOT 12 13367 ) SITE PLAN �r� C bra E5lR ' � 47.00' 2254' ; I 1 k G0\.\s cc F CHECK DAM PER BMP PROPOSED 4° DIA. C207: CHECK DAMS, SANITARY SEWER 15 CIRCLE G1�Os��P AS NEEDED. m •• I 4 e � \ � a�� I ANACORTES, LATITUDE // , _ � S, WA — CHECK DAM PER BMP EXIST 1 1 I • C207: CHECK DAMS, GRADE ry ; I I AS NEEDED. • • • • • • ` •• • • • • • W v t �� „�°' JOB NO: PLAT OF "48 NORTH" �' LOT LINE F ZI. a _ DESIGNED: LG / 222.2 oc Z O U \� 111398 . °,° EXIST L I W Q BMP C103: HIGH VISIBILITY PLASTIC FENCE \ �'` DRAWN: GRADE Q W m m TO REDUCE RISK OF PUBLIC ENTRY INTO k -) Li CONSTRUCTION SITE SHEETEE: 1 O1$ `'Z Q ° ,r °° ° x _ ,.e,ve, �,,, ��, - iO i LANDED GENTRY HOMES AND COMMUNITIES At a , z , Aw ry @ ., ., Y r s '., , ,. 4 a c S. .`f ^iyl andY t ,,t ^•R z rcrx ;x,< 5� "."..,.,'vs . YKc d AM lt ysf s 3 ra ak " "` S rc, r .'". ",,y :r vR$. {• y cx+°'h a^ni�,�; r"�is �� ya,� ;a4`� �w�k *'tea z �� a . ,i €x:?k- z t E rc c- .rs. • ... J. s. .. .x i.. 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I a e. 4 a� i '�>\ � ,S�Ab* m^.+=•- �.. � � `.'E� 91p " _ rem.. , P Ae%..r.:. h`9 K AL °.®�. • _- c .., a � ��., _ _L '`.•;.. . � 2 " a r a rc � e - Tm SITE LOCATION r z O Z Tgay w �� Wi�xm j+,i" 'aYi b ty . 4 z OTE ,a WA s a r.!. ,,W � t�"a.,.a„+ "F -6`. ea a -.,,i *; �e< +-; � I ..:� ;:: ,,rc. "'. :.. ,.Y ••: d' s�Y�'; --.tYy„ ••. t ,.`..--. .- "s4. 'ra's . .,...ems.';. r$$ a, , _ r _ ^✓- ... s- �, e;r ,...� _- ,,g +,..�''.;ai�y .,:: e.�� dy 33 •n�.;. n �T.c i." Y, � :..«`ss ' . � • ,. .y - ?�"Tfn ♦ ..:n, .F w,.3aN.. .. ,y �. ._...E.' _e_p�u^.' nr. 'a- n ct .'"....rc✓ +, 4. - ::: �;. :' ^:- rtr. a.�..�n: i-..,:n...t. ,'ti ..; _ .:v �k',j���1 Klny� .;. w` x i..':k"- ,v • _.ems w•,� ,,, .. s�: .As' � bt,`. e r �. �''r""::+e a S s '� .. ,�.. ,_ 'ss�... x., i�'. .:.- �t`'�p,'n^'•e '�"�":k s.��. ^�.z- >_r ,. ..a,� '.v r�i "*ems. ', �,y.. 48 NORTH ROSARIO �", _ , xF ,. - �g:.�� s vet[.. >"•'y `-*TM,L x ...c s, �, e P , h� ti or era, Ers,:. ^.:-? .. 'h. :. k ,a?«: s:;Fd€• ->�E�. x sFrr'$r . 'F''�h_' r•>, � . ,�. _g„-..�2`k F `-( ',a :•• i` •a.°U •. �' ..,..,.., vf• „:; C -.s.-. *i•.a, -:. -. -„ ^." n. ."t>n .a,. -:,:;s3a. .:a•. u„ ."5r. rF. _k. ,...I,`.*xa ,.,.;, Y �}3 _. -":.x.. .. F g -.,.v.. {t a v`s n ,.., a4rc < ,. 545: rx ..-_. .v •�. .%r ..e�.��n `. kz. b a?+.. 3-CAR GARAGE RIGHT .4e ,,..�'.- .,;s 4~w.-..�* s,-rs.• . . ..... ...: 45..... ..rc,u l 4 ..) t :."'F ~-. -':�� 1, � +n., b, ,n,,.. .,. .ram :.n.. .. ... ���t. � .. .. 4 ,.. Y}. .}. ::.... .� v., s r ... •�4' M ..: .. �v .�..... ..d.. ...... e �..u•. €: .... �y_. o .. ... _ Ls..,....: t.L.n.., xss ... .. ..e=a aa...E4.,, ea;., ., a:.. s rc, 4 � . x �a ..::. ,.�, ,. .:.Y. _ F. .... . .:.a .. .: ..� .... c. T .,:ry..[v .... 2.,�. • � •. ia..': s C a, : .. n ,.. x. -.• .. h.�.,. _. �. �. e . , . • .. .. SITE PLAN � -.... —. .: ,.. .<.... . .. r . , .-. ,,. . et ,. .. �T LOT 12 (P 133670) 5,w a ; a. r M e u z kE ry c • .,r u;�,� n �•e�a�cs^.�e ����� roams% 1TV ` ��, � ; , Is�apdata ®2p"[? C�t►ogle 10Q0 ft� 4; 1510 LATITUDE CIRCLE VICINITY MAP ANACORTES, WA *., e ,r LOT 12 (P133670) 1510 LATITUDE CIRCLE PLAT of °48 NORTH„ w � JOB N0: h ANACORTES, WA KQ 0 2 2018 DESIGNED: LG DRAWN: F DATE: 02/19/201 8 SHEET 2 OI f +-:'.• a.. ueea� -;-_a.. ,rc cy- z�. ;,. .w . . .. a fl. r q;a2k sY •aifl... .cn,.: m rc :4Y°w' 't' ..� ':E �, ,1 a=i+y Y 3`j^`.n}.. 'I'y.r,-. _�...�w< .a� ,_. MM��*� FOUNDATION NOTES : 44444� I. INSTALL PRESSURE-TREATED 2x6 (PT. 2x8 RIPPED TO 6" WHERE O 3-CAR GARAGE OPTION ONLY: 3'-6" x 3'-6" x 10" CONC, PAD JSTS, HANG) SILL (MINIMUM) W/ 1/2" DIAMETER x 10" ANCHOR BOLT FOOTING W/ (3)04 REBAR EACH WAY AND SIMPSON CB66 (OR EQ,) —_ 40'-O" 4 3"x3"xl/4" PLATE WASHER a 4'-0" O.G. ATOP FOUNDATION WALL. MINIMUM 2 BOLTS PER PIECE 3.5" TO 12" FROM END TYP. THROUGHOUT 12'-39/a" 8'-61xs" 8'-b�Z" 10'-I%a" L A N D E D GENTRY 2. INSTALL 4" PVC DRAIN PIPE BELOW FOOTING 9 LOW POINT FOR 12'-6" 2l'-9" HOMES AND C O M M U N I T I E S POSITIVE DRAINAGE DURING CONSTRUCTION, VERIFY PLACEMENT OF 4" PERFORATED FOOTING DRAIN PIPE IN FREE-DRAINING GRAVEL BASE REVISIONS BY: 3. 4x4 POST ON SO* FELT. USE 4x6 POST AT BEAM SPLICE. CONNECT a 9 = �v POST TO BEAM W/ Ix4X16 GUSSET BOTH SIDES OR SIMPSON BC POST 81 A2.2 r r 2 - 26 - IS JR CAP (VERIFY SIZE). CONNECT POST TO FTG. W/ SIMPSON A33 (OR EQ.) + - - + w IL TO P05T AND POSITIVELY CONNECTED TO CONC. FOOTING BELOW + 3 - 26 - IS JR O O I 4. FOOTING SIZES CALCULATED USING ASSUMED MAXIMUM SOIL BEARING I 1 NOTES: OF 1,500 POUNDS PER SQUARE F007 - _a I LL =a 1. COORDINATE W/MECH. &ELEC. c0 01 1 1 O 6� FOR LOCATIONS&SIZES OF O I'-4" x 8" CONG. FTG. W/ (2)04 REBAR CONT. --STEP PER GRADE EY 5 FOUNDATION/SLAB BLOCKOUTS. 2. 30x24 CRAWL SPACE ACCESS O 6" CONC. FOUNDATION WALL W/ REBAR PER R404.1.3.2 4 IRC TABLE A2 2 K A PANEL(24x30 MIN)-PROVIDE METAL OR 404.1.2CU - 404.1.2(8) 4 •4 REBAR CONTINUOUS m TOP --STEP PER GRADE a 1 FIBERGLASS WELL AS NECESSARY. INSTALL W/ PONY WALL ABOVE WHERE NEEDED, VERIFY W/ BUILDER - - - - - - - - - - - - - - - SOLID COVER SLOPED AWAY FROM BUILDING- - INSTALL 4x8 MIN BEAM SET ON WALL PLATE 1 TO SUPPORT WALL ABOVE (OR INSTALL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - INTERIOR CRAWL SPACE ACCESS-VERIFY W/ OC I'-$" x I'-6" x S" CONCRETE PAD FOOTING W/ 4x4 P05T ON 90" FELT (OR EQ,) _ _ _ av Aa At p BUILDER&SEE PLAN) OD 1'-2" x I'-2" x 12" CONC, PAD FTG, W/ SIMPSON CBSQ6 im 6-SDS2 (OR EQUAL) m n ccf.) Q I 3. 16x POUR L FOUNDATION VENTS(OR ill I 1 r _,_ ,;,� r _,_ , c<1 r - - Ol I I 16x6 IN VENTS IN FLOOR DIAPHRAGM (VERIFY W/ ALL CONNECTORS TO BE HOT-DIPPED GALVANIZED W BUILDER). NUMBER PER PLAN. O 4" CONC. SLAB W/ NICON FIBER OR FIBERMESH THROUGHOUT (VERIFY 4. 12"WIDE THICKENED SLAB EDGE. EXTEND A2.2 -'- J -'- J L - - J W W 5 8"BELOW GRADE. W/ BUILDER) SLOPE 1/8" PLF MINIMUM TOWARD GARAGE DOOR _ _ _ n N A2.2 5. VENTS TO BE LOCATED WITHIN 2'-0"OF CORNERS. O 4" CONC. SLAB/STEPS (VERIFY FINISH W/ BUILDER) W/ NICON FIBER OR FIBERMESH THROUGHOUT (VERIFY W/ BUILDER) Q FLOOR JOISTS: I II LAYOUT SHOWN HERE IS FOR 2x FRAMING. IF (TYP.)©I (TYP.)©I (TYP.) ®I Q .4 D ENGINEERED JOISTS ARE USED, MANU- O OPTIONAL (VERIFY W/ BLDR.): STUB 12" LONG "4 REBAR 4" INTO CONC, 4� FACTURER SHALL PROVIDE AND SUBMIT SLAB FROM FOUNDATION WALL m 24" O.C, TYPiGAL. THICKEN SLAB f '- J O QI ENGINEERED DESIGN TO THE BUILDING s (L s Q - J EDGE (IF NECESSARY) �a LL ' O LL �' O ILO DEPARTMENT FOR APPROVAL PRIOR TO Q Q Q FABRICATION AND INSTALLATION. HO POUR SLAB THROUGH DOOR OPENINGS TYPICAL I `J v °� co x a x 4 d FLOOR SHEATHING: x � - , O THICKEN SLAB TO 6" AT GARAGE DOOR OPENING 4 INSTALL "4 REBAR 1. USE 3/4"CDX OR OSB STURDI-FLOOR T&G, p I GLUE AND NAIL W/RING SHANK 8d's AT 6" CONTINUOUS L -•- L -,- J EDGES& 12" IN THE FIELD. FACE GRAIN O PERPENDICULAR TO SUPPORTS. 16" x 6" (MIN.) SCREENED FOUNDATION VENT (14 TYPICAL) _ 2. PROVIDE SOLID BLOCKING IN THE JOIST © IS" x 24" CRAWLSPACE ACCESS OPENING (MIN, PER CODE) CAVITY BENEATH ALL POST LOCATIONS AND BETWEEN UPPER AND LOWER STUDS �p p AT FLOOR TO FLOOR HOLDOWN LOCATIONS. (VERIFY LOCATION) 1G)'-°" - Ill -,- , O _ r r -'- r x I 3. PROVIDE BLOCKING BETWEEN I-JOISTS AT OM 2'-5" x 2'-5" x 10" CONCRETE PAD FOOTING W/ 4x6 POST ON 'BOO FELT (OR EQ,) N_ N INTERIOR BEARING LOCATIONS WHERE THERE J IS A LOAD BEARING WALL ABOVE. M _ 12'-34a" Y 1— 4. IF ENGINEERED FLOOR JOISTS ARE USED, O I'-011 x I-O x 8 CONCRETE PAD FOOTING W/ 4x4 POSTS ON 90 FELT (OR EQ.) p I t �^/ = PROVIDE JOISTS BEAR AT E EXTERIOR WALLS.UERE FLOOR /� u O © 2'-V" x 2'-0" x 8" CONCRETE PAD FOOTING W/ 4x4 P05T ON 00 FELT (OR EQ.) ti - ` - - - , v Q O r - O - - - - - �- - - - - - - 5.CONNECTIONS:SIMPSON COMPANY OR EQ. O O M J FIELD CUT ENDS, NOTCHES, �a�,;' ,•k`--= `, �' s�' — — — — — — — — — — — — — — — — , _ O D cQ r — — — — — — — — — — — — — — — — — — — — — — — — — — — , (EDGE OF - O 6.HOLES OF PRESCRIPTIVE TREATED WOOD tl DRILLED V O FLOOR SHALL BE TREATED IN THE FIELD IN ACCORDANCE x L x - - r 2 ' WITH AWPAM4. 2-16d PLATE TO STUD ' Z cn A n MINIMUM 24 IN.WOOD 1w 2x10 I I I IN FOUNDATION NOTES: STRUCTURAL PANEL # I I I I THESE DETAILS REFLECT 0. I N F R. JEST, BELOW BRACED ;n w1 A GENERAL HIGHER STANDARD THAN THAT O— T dl ALLOWED BY THE IRC. THESE DETAILS ro I m W LL A50V (SEE DET. 2 r OPT, I I OPT. INDICATE THE FOUNDATION AND REIN- ORIENTATION OF STUD B LOW AND SHEET A3.3) DOOR FORCEMENT REQUIREMENTS FOR THIS iv lil DOOR MAY VARY AS ALT. Q PROJECT. THE CONTRACTOR MAY NOT 16d NAIL @12"o.c. O I,800� (MIN,) CAPACITY USE THE IRC MINIMUMS WITHOUT WRITTEN GYPSUM WALLBOARD 1' Q I"TOLD-DOWN (SEE 5HT. A3.3) PERMISSION OF THE DESIGNER. FASTENERS: ----------' 10'-2�" METAL ELEMENTS INCLUDING, OPT. NON-STRUCTURAL I - - CONNECTORS, MUST USE HOT-DIPPED FILLER PANEL cvGALVANIZED METAL WHEN IN CONTACT + `' OV RLAP FL . JSTS. 3 -'- WITH ACZA PRESSURE TREATED MATERIALS. 5/16"-1/2" CONTINUOUS WOOD 5 WA L/BEAM BEARING d itv [R319.3]-SEE 37/SP1 6d COMMON (SUBFLOOR,WALL) STRUCTURAL PANEL 2 NAILTOGETHERW/ (3)IOCI Q z 8d COMMON NAIL(ROOF) BRACED WALL LINE ---------- EDGE } SPACING 6"o.c. NAILS ICAL v I -,- , , ALT STUD INTERMEDIATE SUPPORT 12"o.c. 0. CORNER DETAIL I - A I A2.2 '� p i I I I I � I ! (L4" oil I I LI CONTINUOUS RIM JOISTADDITIONAL FRAMING FULL HEIGHT BLOCKINGMEMBER DIRECTLY ABOVE @ 16"o.c.ALONGBRACED WALL PANEL BRACED WALL PANEL Jt1,000* (MIN.) 3,500* (MIN.) L - - - - - - - - - - - - - - - - - - - - - - J CAPACITY APACITY t1 C n Ike - - - - HOLD-DOWN HOLD-DOWN L - - - - - - - - - - - _ - - - - - 3,500" (MIN.) CAPACITY 5"t i d ' 8'-3" 4" - &A:2 OMIT s I mMAR 3 0 20,18 os 1 Kl r ® COASTAL 3®r - , ®r -I , HOLD-DOWN v 10-0 + I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _I+I_ OITYOFANAGOPTF L I- L J L J 8d @ 6"o.c.ALONG 8d @ 6"o.c.ALONG TOE NAIL 3-8d = _ BRACED WALL PANEL BRACED WALL PANEL NAILS AT EACH At MEMBER 83/a" 12'-2" 6'-10" 3/4" e22 BLOCKING ROSARI O BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL 3-li AfR G /�¢� AGE O{=T ION 2-4V2" I6'-3° 2'-4V2" 21'-0„ 3-16d @ 16"o.c.ALONG 3-16d @ 16"o.c.ALONG 3-16d AT EACH SCALE: 1/4" = 1'-O' 40'-O" BRACED WALL PANEL BRACED WALL PANEL BLOCKING MEMBER � EOUND�4TION F'L,4N FOUNDATION PLAN o , SCALE: 1/4" 1'-0" JOB NO.: ROSARIO ADDITIONAL FRAMING FULL HEIGHT BLOCKING CONTINUOUS RIM JOIST DESIGNED: LG MEMBER DIRECTLY ABOVE @ 16"o.c.ALONG BRACED WALL PANEL BRACED WALL PANEL DRAWN: TP WHEN PARALLEL TO FLOORICEILING FRAMING BUILDER TO VERIFY ALL DIMENSIONS. CONSTRUCTION TO DATE: 12/21/2017 COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE, SHEET A ^ 2015 UNIFORM PLUMBING CODE, 2015 WASHINGTON STATE ENERGY BRACED WALL PANEL CONNECTION / ` J ■ 2 CODE 4 ALL APPLICABLE LOCAL, STATE 4 FEDERAL CODES. 3/4" = 1'-0" SEE FOUNDATION PLAN FOR JOIST SIZE AND LOCATION GRADE NOTE: SIDING PER ELEVATION SLOPE GRADE AWAY FROM BUILDING AT 6 INCHES IN THE FIRST 10 FEET. 3/4"T&G SHEATHING-GLUE& CONT. RIM 3/4"T&G SHEATHING GLUE 1/2" GWB AT SIDE YARDS SLOPE AT 5%TO DRAIN OR SWALE THAT DIVERTS WATER. 2X6 PT SILL NAIL TO SUPPORTING MEMBERS &NAIL TO SUPPORT MEMBERS 2X6 SILL P.T. 2X MUD SILL 1/2"GWB 1/2"EXPANSION BOARD BLOCK OUT GARAGE SLAB TO 2X6 BOTTOM PLATE 1/2"X10"ANCHOR BOLTS, EMBEDED 7" INTO 4"CONCRETE SLAB ON 2" T BACK OF FOUNDATION WALLS AT R-21 BATT 3/4"SHIM L A N D E D GENTRY SIDES FULL WIDTH OF GARAGE CONCRETE,AT 4'-0"o/c,AND SET BETWEEN 3 GRAVEL BED DOOR SO DRIVEWAY SLAB CAN 2X6 STUD WALL P.T.2X SILL CONT. If O M E S AND COMMUNITIES 1/2"AND 12" FROM BOARD ENDS WITH 3"X 3"X SLOPE RUN INTO SPACE 1/2" EXPASION BOARD o _ 1/4"THICK WASHERS. MIN. (2)A.B'S PER BOARD[R403.1.6.1] (1)#4 BAR CONT.AT TOP 12" ° ° °,°, °°°° o SLOPE GARAGE SLAB 4"CONCRETE SLAB ON 2" w 8"MIN/12"W/FOUND. 7 1/4' Q ¢ VENTS T I°°= °I°I° II°I° °°° CONTINUOUS FOR POSITIVE GRAVEL BED DRAINAGE AWAY FROM 6"WIDE CONC.STEM WALL > III 2% SLOPE —� /--) STRUCTURE Z c•. UP TO 4'-6" HIGH: GRADE W/#4 BARS 48"o/c HORIZ.& I — " ' z• .' #4 BARS @ 48"o/c VERT. 4"RIGID TIGHTLINE a FINAL GRADE 1 _ N =I ? DOWNSPOUT DRAIN, 6 MIL BLACK VAPOR NOTE: DETAIL IS DRAWN @ HIGH _ _ _ —_e — SEE GRADE TIE TO STORM SEWER BARRIER POINT OF SLAB �—III—III III III= z NOTE I= 1/2"X 10"ANCHOR BOLT g BELOW SEE DETAIL 1 1=III=111�III—III—III=i o FILTER FABRIC I— =III=III=III— FILL TO BE GRANULAR MATERIAL pp0 a FILL TO BE GRANULAR p _ _ COMPACTED TO 95% MATERIAL COMPACTED TO 95% SEE DETAIL 1 FOR 4"RIGID PERF. FOOTING p 6 MIL BLACK VAPOR o Q DRAIN,W/12-MIN OF FOUNDATION CALL-OUTS SEE DETAIL 1 FOR BARRIER FOUNDATION CALL-OUTS SEE DETAIL 1 FOR DRAIN ROCK COVER, TIE p r TO STORM SEWER d' ° 16"WIDE X 8"DEEP CONIC 3" CALL-OUTS FOOTING W/(1)#4 BARS 3"CLEAR TYP. CONT. 5" 6" 5" GA�RAGE/RESI �ENCE GARAGE O. H . DOOR GARAGE WALL NOTE: DETAIL IS DRAWN FOUNDATION DETAIL WHEN 3/4" = 1'-0" 2 3/4" = ERPENDICULA JOISTS 3 3/4" = 1'-01, 4 3/4" = V-O" SLAB AT GH POINT OF THE 1 JOISTS BEAR ON FOUNDATION 2X WALL STUDS BLOCK OUT FOR W/H PIPING 2X PT SILL-MODIFY TO FULL FOUNDATION STEM 3/4"PLYWOOD SHEATHING SEE FOUNDATION PLAN FOR WALL THICKNESS JOIST SIZE AND LOCATION 3/4"T&G SHEATHING-GLUE& 1/2"X10"ANCHOR BOLTS, EMBEDED 7"INTO 2X6 SILL PLATE NAIL TO SUPPORTING MEMBERS CONCRETE,AT 4'-0"o/c,AND SET BETWEEN 3 R-30 INSULATION 1/2"AND 12"FROM BOARD ENDS WITH 3"X 3"X FLOOR JOISTS(SEE PLAN) FLOOR SHEATHING (1)#4 BAR CONT.AT TOP 1/4"THICK WASHERS. MIN. (2)A.B.'S PER 4"x8"#2 H/F BEAM BOARD [R403.1.6.1] 0 1X4 STRAFING EA. SIDE SEE FOUNDATION PLAN FOR 2X SOLE PLATE 4X4 POST JOIST SIZE AND LOCATION 4"x8"#2 HEM/FIR BEAM cp M GRADE BASE WITH COMP.888 — W 4"RIGID TIGHTLINE SIMPSON CS16 ROOF SHINGLE TAB. 4"x4"#2 D/F POST @ 5'-O"o.c. - — PERPENDICULAR JOIST HOT-DIPPED GALV. L-1 DOWNSPOUT DRAIN, z w/4-16d NAILS @BASE BLOCK OUT FOR TOP FLANGE HANGER I APPLICATION: FLOOR FAU DUCTS FOUNDATION STEM WALL N > TIE TO STORM SEWER g _ I LST12 BASE WITH COMP. JOIST BEYOND W/TOP z 6"WIDE CONC. STEM WALL ( I FILTER FABRIC ROOF SHINGLE TAB. FLANGE HANGER- TO MAX HGT OF 4'-6" HIGH: — E0 a 1/2"ANCHOR BOLT @6'-0"o.c. PROVIDE 2X6 P.T. W/#4 BARS 48"o/c HORIZ. & r 4"RIGID PERF. FOOTING BLOCK UNDER HANGER #4 BARS @ 48"o/c VERT. 00 DRAIN,W/12"MIN OF w/NUT AND 3 x3 x1/4 WASHER FOOTING 6 MIL BLACK VAPOR q DRAIN ROCK COVER,TIE 1-#4 BARS HORZ. (TYPICAL) 16 8" PARALLEL JOIST APPLICATION: BARRIER TO STORM SEWER o 54" MAX (NOT SHOWN) r_ SPACE FIRST FLOOR JOIST MIN 12"OFF 12"WIDE X 6"DEEP CONIC PER PLAN CONCRETE SLAB NOT SHOWN FOR DETAIL CLARITY PARALLEL FOUNDATION WALL. FOOTING W/(1)#4 BARS 3"CLEAR CONT. 5" 6" 5" PER PLAN 2#4 EACH WAY s TYPICAL FOOTING CONT. FOOTING DETAIL 8 UTILITY BLOCK OUT NOT APPLY IFJOISTS FO UNDON DAIL WHEN 34 = V C 3/4 - 1 -0 � 3/4 -0 (TYPICAL) NOTE: 5 ATI ET BEAR ON FNDN WALL. JOISTS DROPPED DOWN OVER CONCRETE OR MASONRY BLOCK FOUNDATION PANEL LENGTH PER TABLE R602.10.5�� ABU66 EXTENT OF HEADER(TWO BRACED WALL SEGMENTS) -- — — 0 0 0 0 0 0 MIN. 1000 LB TENSION STRAP1. 0 0 STRAP SHALL BE CENTERED AT EXTENT OF HEADER(ONE BRACED WALL SEGMENT) BOTTOM OF HEADER. 0 c 0 0 0 0 0 0 0 o o o nil 0 0 0 0 o O 0 0 PONY 11 WALL 0 ° 0 0 0 o 0 HEIGHT1 ° 0 GRADE GRADE ° 0 0 0 0 o o o o 0 0 0 0 Z o 0 0 0 0 o ci o o o .e,. a o 0 0 0 0 0 0 0 4 do 0 0 0 o MIN.3"X 11-1/4"NET HEADER ° o 0 0 o WOODISTRUCTURAL FOR NEEDED) A SPLICE (IF SHEATHING FILLER IF NEEDED NEEDED ADJOINING ro - PANEL SHEATHING ON PANEL EDGES SHALL 0 0 0 0 0 0 0 0 0 ° 0 MEET OVER AND BE ONE FACE 00 0 0 0 0 0 0 0 0 0 0 � FASTENED TO COMMON 8" o 0 o HEADER SHALL BE FASTENED TO THE KING o 0 0 = FRAMING 16"x 16"x 8"CONC. FIG. STUD WITH 6-16D SINKER NAILS TOP PLATE CONTINUITY IS ER PLA W/(2)#4 REBAR EA.WAY 00 ° REQUIRED PER R602.3.2 ° 00 16D SINKER NAILS IN 2 = 8D COMMON OR 00 0 c c 0 00 ROWS @ 3"O.C. o 0 GALV.BOX NAILS @ 6"O.C. FASTEN SHEATHING TO HEADER WITH 8D COMMON NAILS IN 12' a AT PANEL EDGES FOR 0 0 0 0 0 0 � MINIMUM 2X4 COLUMN DETAIL MAX. (STUDS GRID PATTERN AS SHOWN AND 3 IN. O.C. IN ALL FRAMING TOTAL °° (STUDS AND SILLS)TYP. o 0 o p FRAMING, MINIMUM o 0 SINGLE STORY AND AT 4" w DOUBLE STUDS O.C. PANEL EDGES FOR WALL 00 0 c c 0 °° V REQUIRED 3/4" _ HEIGHT THE FIRST OF 2 STORIES 1 -0" °° o o °° °° 00 00 00 00 WOOD STRUCTURAL PANEL MUST 0 8D COMMON OR GALV. 00 00 MINIMUM 1000 LB HEADER-TO-JACK-STUD 0 00 ACK-STUD STRAP BE CONTINUOUS FROM TOP OF STUDS UNDER BOX NAILS @ 12"O.C.AT 00 00 SHALL BE CENTERED AT BOTTOM OF HEADER AND 00 00 WALL TO BOTTOM OF WALL,OR INTERIOR SUPPORTS 00 00 INSTALLED ON BACKSIDE AS SHOWN ON SIDE 0 0 00 FROM TOP OF WALL TO HEADER ELEVATION PERMITTED SPLICE AREA REQUIREDD 00 00 00 00 0 (2) 1/2"DIAMETER M� (� 00 00 °O C C •VlR 0 0 0 0 0 0 o ANCHOR BOLTS PER q 2ryip 10, o 0 0 0 0 o 00 0 0 o 00 FIGURE R403.1.1, [ V 0 SHEATHING 1/2"OR 7116" MAX. FOR A PANEL SPLICE(IF NEEDED), PANEL EDGES SHALL OCCUR OVER AND BE 0 ° LOCATED BETWEEN 6 SIDING SEE ELEVATIONS HEIGHT 00 00 NAILED TO COMMON BLOCKING AND OCCUR WITHIN THE MIDDLE 24 IN. OF WA 0 0 00 AND 12 INCHES OF EACH 00 00 HEIGHT. ONE ROW OF 3 IN. O.C. NAILING IS REQUIRED AT EACH PANEL EDGE. 00 00 HOLD-DOWN OR STRAP-TYPE + END OF THE SEGMENT GALVANIZED FLASHING 0 0 00 00 00 ANCHOR PER TABLE ° ° °° 2'TO 18'(FINISHED WIDTH) 00 00 R602.10.6.1. (BOTH SHOWN FOR + CLARITY.)STRAP-TYPE MINIMUM REINFORCING OF 0 0 0 0 0 0 0 o ANCHORS SHALL BE ROSAR I O SIMPSON HANGER TYPICAL MIN. LENGTH BASED ON 6:1 HEIGHT-TO-WIDTH RATIO. FOR PERMITTED TO BE ATTACHED + FOUNDATION, ONE#4 BAR 0 0 0 o EXAMPLE: 16 IN. MIN. FOR 8 FT. HEIGHT. °° °° TOP AND BOTTOM OF BRACED WALL LINE"' FOOTING. REINFORCING 0 0 0 0 0 0 o OVER THE WOOD STRUCTURAL PROVIDE HOLD DOWN TENSION o 0 0 o MIN. NUMBER OF STUDS SHOWN WITH CONTINUOUS o 0 0 0 + DEVICE PER R507.2.4&FIGURE SHEATHING FULL-LENGTH KING STUDS PANEL. SHALL BE LAPPED 15 INCHES. R507.2.3(1)NOT LESS THAN(2) 00 00 00 0 0 LOCATIONS PER DECK,WITHIN 00 00 00 .0 2'-0" FROM EA. END OF DECK. ATTACH LEDGER TO END JST. EA. DEVICE SHALL HAVE 1,500# °° °° NO. OF TABLE RS 2K5(1&2)S PE o 0 00 W/1/2" DIA. LAG SCREWS @ 23" FULL-LENGTH KING STUD MIN. STRESS CAPACITY 00 0 00 0 0 7/16"MIN.THICKNESS WOOD FOUNDATION DETAILS O.C. (2 ROWS STAGGERED)& GRADE 00 00 00 0o STRUCTURAL PANEL 1/2"(MAX.)SHTG. SEE R507.2 _I o 0 0 0 0 0 0 0 0 1 0 1 SHEATHING &TABLES R507.2& R507.2.1 & II I I— P.T.JOIST SEE FRAMING PLAN FIGURES R507.2.1(1)& R507.2.1(2) I rt JOB NO.: ROSARIO SIDE ELEVATION DESIGNED: LG 2 ANCHOR BOLTS PER R403.1.6 REQUIRED -- FOUNDATION PER CODE MINIMUM FOOTING SIZE UNDER OPENING IS 12"X 12".A TURNED-DOWN DRAWN: JR SLAB SHALL BE PERMITTED AT DOOR DATE: 12/21/2017 OPENINGS. REINFORCING SHALL BE AS y ECK LEDGER DETAIL CONTINUOUS SHEETED PORTAL FRAME SHOWN ABOVE. SHEET I " = 1'-0" I I 1/2" = 1'-O" 12 ALTERNATE BRACED WALL PANEL A,,,,,,,2m2 1/2" = 1'-O" FLOOfR f=Lp4N NOTE5 : I, ALL DIMENSIONS ARE TO FACE OF STUD WALL UNLESS NOTED OTHERWISE. 29, TO COMPLY W/ 2015 WSEC SECTION R406,2, THIS HOUSE (3,041 80. FT,) 40'-0" VERIFY DIMENSIONS SHOWN ON PLANS, DO NOT SCALE OFF DRAWINGS, WILL NEED 3.5 ENERGY CREDITS. TO ACHIEVE THIS, THE FOLLOWING OPTIONS HAVE BE SELECTED FROM TABLE 406.2: 4'-8I`1" 2. FRAME MAIN FLOOR EXTERIOR WALLS W/ 104 5/8" 2x6 STUDS a 16" O.C. OPT, la (,5 CREDITS): EFFICIENT BUILDING ENVELOPE. SEE NOTE *15 TYPICAL. FOR INSULATION VALUES. OPT. 3a (LO CREDITS): HIGH EFFICIENCY HVAG EQUIPMENT. USE GAS T A TT i, E i, GENTRY 3, FRAME MAIN FLOOR INTERIOR WALLS W/ 104 5/8" 2x4 STUDS a 16" O.C, W/ FIRED FURNACE W/ MIN, AFUE OF 94%. USE CHAMPION GAS FURNACE 12'-O" 2$'-O" L A 1V 1J L 1/2" GYPSUM WALLBOARD BOTH SIDES TYPICAL. (OR EQ, - VERIFY W/ BLDR.) W/ 95,55' AFUE. P.T, X CST, u " „ OPT C 5a 5 CREDITS), EFFICIENT WATER HEATING. ALL SHOWER HEADS a 23/a Il'-6 254 HOMES AND C O M M U N I T I E S 4. FRAME UPPER FLOOR EXTERIOR WALLS W/ 92 5/8" 2x6 STUDS a 16" O.G. KITCHEN SINK FAUCETS SHALL BE RATED A7 1,15 GPM OR LESS, ALL OTHER 2 TY AL TYPICAL. LAVATORY FAUCETS SHALL BE RATED a 1.0 GPM OR LESS. _ OPT, 5c (1.5 CREDITS): EFFICIENT WATER HEATING. WATER HEATING SYSTEM aAp REVISIONS BY: 5, FRAME UPPER FLOOR INTERIOR WALLS W/ 92 5/8" 2x4 STUDS a I6" O.C. W/ SHALL INCLUDE GAS WATER HEATER W/ A MIN. EF OF 0,91, USE NAVEN _ 1/2" GYPSUM WALLBOARD BOTH SIDES TYPICAL. NPE-I80A (OR EQ, - VERIFY W/ BLDR.), UNIFORM ENERGY FACTOR OF .96, 6XI F*2 -� 2 - 2'l - 16 JR RECOVERY EFFICIENCY OF 99%. 6, FRAME GARAGE WALLS W/ 2x6 STUDS a 16" O.G. (VERIFY HEIGHT OF WALL ON-SITE PER AS-BUILT FOUNDATION) 30, WHERE TOP OF SILL IN AN OPERABLE WINDOW OPENING IS LOCATED LE58 1 PATIO THAN 24" ABOVE THE FINISHED FLOOR AND GREATER THAN -12" ABOVE THE 1, PLUMBING WALLS 70 BE FRAMED W/ 2x6 STUDS a IFi" O.C. SEE PLANS FINISHED GRADE OR SURFACE BELOW, THE OPERABLE WINDOW MUST HAVE �a 12'-O" x 8' O" FOR LOCATIONS (VERIFY JOIST PLACEMENT ABOVE AND BELOW FOR A WINDOW OPNG. CONTROL DEVICE THAT DOES NOT ALLOW A 4" SPHERE ' U CLEARANCE) TO PA88 THROUGH AT IT'S LARGEST OPENED POSITION (SEE IRC R312.2) r a. ANGLED WALLS TO BE 45 DEGREES TYPICAL UNLESB NOTED OTHERWISE 60(0I0 SGD (TEMP.) W/ OPT, 6010 5050 AO 9, DIMENSIONAL LUMBER TO BE HEM-FIR *2 TYPICAL UNLESS NOTED OTHERWISE TRANSOM ABV. 3050 SH 3050 SH (SEE NOTE *16) 10, UNLESS NOTED OTHERWISE USE 4x6 HF*2 HEADER IN 2x6 EXTERIOR WALLS =a 4x$ HF*2 CI ^1 1 4x HF 2 GI \ry 4X6 HF*2 4X10 HF*2 GI ABOVE DOORS AND WINDOWS W/ R-10 (MIN.) INSULATION. USE 4x6 HF*2 4x6 HF*2 57 C2, C3 ' 4xl F*2 'fi' C2, C3 / N 4x6 HF*2 a C2, C3 HEADER IN 2x4 EXTERIOR WALLS CIF APPLICABLE) ABOVE DOORS AND i*1 w Q CalWINDOWS U.N.O. BEAMS AND HDRS, TO HAVE 1 1/2" MINIMUM BEARING = U LL , TYPICAL U.N.O. (BEAMS SHOWN ARE MINIMUM REQUIRED OR BETTER �p N Q Z1 I CAS FIREPLACE SIZE AND GRADE MAY BE INCREASED PER BUILDER'S DISCRETION) - X U U NI > W/ FLUSH HEARTH 4 jL 11, VERIFY PLACEMENT OF 4x6 P08T IN STUD WALL BELOW ENDS OF iy IL U_ IL NOOK NI I N MANTEL 48" ABOVE GIRDER TRUSS ABOVE W/ ROOF FRAMING PLAN ON SHEET A4.1 13 -' STUDY/GUEST 0 x S 0 II' O" x 10'-9" In = 0"-O" x 12, PROVIDE 2x6 BACKING IN ALL BATHROOM WALLS FOR TOWEL BARS, ''� '`� '� l7 'UI I LIVING N TOILET PAPER DISPENSERS, MEDICINE CABINETS, ETC, BETWEEN STUDS. N .t , _ COORDINATE W/ BUILDER/OWNER FOR LOCATIONS c� (j 1 16-4„ XIS-3 X Ul 13, INSTALL 1/2" HIGH-DENSITY GYPSUM WALLBOARD A7 GARAGE/HOUSE WALL AND GARAGE BEARING WALLS, d 5/8" TYPE-X GWB a GARAGE 34 1/2" HIGH 2x4 �p t01 I I CEILING TYP, WHERE LIVING SPACE ABV, GARAGE OCCURS, ATTACH ml GYP. BD. a CLG/ W/ SCREWS a 6" O.C. IN FIELD S ON EDGES TYP, STUD WALL BELOW �- , _ rod' BY-PASS 14. INSTALL 20-MINUTE RATED DOOR ASSEMBLY W/ SELF-CLOSING HARDWARE r I 4x10 HF*2 (2x10 MIN.) I _ OPT_CL05ET '-S,., c0 HANG JOISTS �t 15, REQUIRED STAIR RAILINGS TO COMPLY WITH IRC SECTION 312, DECK RAILINGS ' KITCHEN III 1 r SH 4 ROD 4 POST---", - TO COMPLY IF DECK IS 30" OR MORE ABOVE FINISH GRADE (VERIFY ON-SITE). 9'-I° x 14'-6° 4x ° SIMP60N HU410 I6, EGRE66 WINDOW DIMENSIONS, CLEAR OPENING AND SILL HEIGHT TO III BEAM TO BEAM COMPLY W/ IRC SECTION 310.1 (VERIFY W/ WINDOW SUPPLIER AND/OR �; ° , , 8'-2" 3'-0 " 4'_l" } �) m MANUFACTURER) ----- - U -t O Q I O HALF WALL W/ HDWD, CA I m N 11, COMPLIANCE DATA FOR THE 2015 WASHINGTON STATE ENERGY CODE 6 _ `r `U Q �I 1 ' 4x10 HF*2 (2x10 MIN.) �_ BATH Ia LL - i- IRC CHAPTER II 18 AS FOLLOWS: O O Q 1 I 1 (FLUSH W/ JOISTS) ' O = M SLAB: R-10 RIGID a PERIMETER a UNDER ENTIRE SLAB U _ a ' (IF APPLICABLE) ' SI PSON VX FLOOR: R-38 10'-O" III = LL O IMP O AGE4 THER - WALLS: R-21 (R-10 MIN. a HEADERS, TYP.) " 2'-9 " -Od"I v I� S I CI E E) SIDE F 4x4 m ul INT. BSMT, WALLS: R-21 lIF APPLICABLE) 0 cl) ' � 1P 16 E ISERS POST FLAT CEILING: R-49 (R-38 IF INSUL. DEPTH IS MAINTAINED TO ' " " '`I' 2'-$" X � Ib'; N OUTSIDE FACE OF EXT. WALL) nl IS x24 CRAWL PACE ( EE N T *IS) VAULTED CEILING: R-38 N ACCESS OPEN NIS I � N DOORS: U=.200 MAX, (ONE DOOR UP TO 24 S.F. EXEMPT) OF T. ARCH WINDOWS: U-.2aO MAX. v REFG:, \ � - - 15'_3�" 5'-SAS" HWT GLAZING: 406,5 S.F. = 13,1% OF FLOOR AREA — — — — = SKYLIGHTS: U-.500 MAX. - I I ._ _x s } SEE NOTE *13 PLATFORM I$" N FURNACE TYPE: NATURAL GAS FORCED AIR (VERIFY W/ BUILDER) Z I I , n1 W. -J ' REFER TO 2015 WSEC CHAPTER 4 < IRC CHAPTER 11 FOR VERIFICATION OF r Q I „ N PANTRY O * Z ABV, CONG, SLAB w 3-D * / N (SEE NOTE *2U 3-O, LL THESE VALUES W W -, I M. OPT. BUILT-INS I OPT, SHELVES v V OPT. ir 18, MINIMUM REQUIREMENT FOR ATTIC VENTILATION IS AS FOLLOWS IV Z -4 PULL DN. X BOLLARD X - 0. W iSTA IR N O (CALCULATED 4' IOi� 6 2 SEE NOTE *14 a 1/300th OF ATTIC AREA): Ul — 1 '1 -�„ „ COASTAL i _ i� MIN. REQ'D: 930.42 50. IN, ATTIC ACCESS ACTUAL PROVIDED: 1,105,60 50, IN. Q LL W.VENTED BLKG.: 301,60 SQ, IN, (32 6 9,425 SQ, IN, EACH) W Q! / II RIDGE VENT: 804,00 50, IN. (bl L/F a 12 SQ, IN, PLF) W. COASTAL 2 MIN, REQ'D: 930,42 SQ, IN, ACTUAL PROVIDED: 1,301,94 SQ, IN, (oX6 VENTED BLKG.: 144,585Q. IN. (16 a 9.425 SQ, IN, EACH) POST ' - RIDGE VENT: 288.00 SQ, IN. (19 L/F a 12 60, IN. PLF) _ _ SIMP80N OFFSET al -4 _ _ _ - _ 5 I/$x21 GLB 24F-V4 DF/DF _ __ _ _ - ROOF JACK: 269,36 SQ, IN. (2 a 38,48 SQ, IN, EA,) - — GLT5 (OR EQ.) _ -{ FLEX ROOM 0 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — _ _Q COASTAL 3 SIMPSON In x 14' O" W In MIN, REQ'D: 930.42 SQ, IN, ECGQ66 I I 3 GAR GARAGE m 2 CAR GARAGEACTUAL PROVIDED: 1,040.40 SQ, IN. (OR EQ,) Z " IN N I I - Q VENTED BLKG.: 452,40 SQ. IN. C48 a 9.425 SQ. . EACH) Q J I I '� _ _ - - '�- x 21 ENTRY 20'-l" x 23'-6" - _ _ _i RIDGE VENT: 588 SQ, IN, (49 L/F a 12 SQ, IN, PLF) Q- (L ^ 61 OPTIONAL PATIO ROOF ADD: [L N 1 1 Q MIN, REQ'D.: 46,08 SQ, IN Z 'Q 1 � = r \ — — — — — — _ — — ACTUAL PROVIDED: 164,55 SQ. IN. W T H m -C _ VENTED BLKG.: 56.55 SQ. IN. (6 a 9.425 SQ, IN, EA) Q (L Q I I 0 O ' VENT-A-FLASH: 10&,00 SQ, IN. (12 L/F a 9 SQ, IN, EA.) (X x ! , OPTIONAL 3-CAR GARAGE: �-' A %LL N 1 1 N MIN, REQ'D.: 101,80 SQ, IN, lu I I i \ I 4x6 HF*2 4x6 HF*2 x(o HF* ACTUAL PROVIDED: CI d C3: 214.25 SQ. IN.: C2: 256.04 SQ, IN. VENTED BLKG.: Cl 4 C3: 94.25 SQ, IN. (10 a 9.425 SQ. IN, EA.) LL I I , gx10 HF*2 6 Cl 4 G�3 (2)3050SC2: I19.08 SQ, IN, (19 03 L/F a 12 SQ, IN, EA.) II4x8 HF*2 o C2RIDGE: CI 6 C3: 120.00 SQ, IN. (10 a 12 SQ. IN, EA,) Q ROOF JACK: C2: 16,96 SQ. IN, (2 a 35,48 SQ, IN, EA.) $'-0" x T'-0" OVERHEAD O v �; 1 PORCH _5 1/$x21 GsLB 24F-V4 DF/DF o GI GARAGmj E DOOR � � 4" CONG, SLAB 5 1/$xl6 1/2 GLB 24F-V4 DF/DF s C2 4 C3 19, SEE ELECTRICAL PLAN ON SHEET ELI FOR LOCATION < SIZE OF EXHAUST FANS. LOCATIONS AND SIZES REQUIRED TO COMPLY W/ THE 1 16'-O" x 1-0 OVERHEAD OVERHEAD GARAGE DOOR _ STATE OF WABHINGTON VENTILATION e AIR QUALITY CODE a IRC M1501,4 1 0 ap 6Ss" 8'-O" I'-5 = 6x10 NF*2 (C ACTAL 3: CLEAR-SPA m Q ARKITCHEN:E AS 00 CFM RANGE HOOD „ to �� _ � I/$xl3 I SSLB_24F- 4pF/DFZ _1 "� LAUNDRY: 50 CFM 80 CFM RECOMMENDED) lO-O 1 —--' _ _— _ _ _ — _ - — _ _—F' MAR U BATHROOMS: 50 CFM (80 CFM RECOMMENDED) �v NOTE: ALL FANS ON 20-MINUTE TIMER TYPICAL. ELECTRICIAN TO P.T. 6x6 POST WRAPPED PER VERIFY INSTALLATION OF GFCI OUTLETS IN ALL WET AREAS, VERIFY BUILDER. 3 TYP, (COASTAL 3: TYPES a LOCATIONS OF ALL ELECTRICAL FIXTURES W/ OWNER AND/OR ADD 16" x 16" MASTIC-APPLIED 2%11 12'-2" 6'-10" 2�" BUILDER STONE VENEER COLUMN BELOW 20, INSULATE ALL ACCESS DOORS/HATCHES TO CRAWLSPACES/ATTICS 4 OMIT CENTER POST) „ „ „ " , '. ROSARI O TO THE EQUIVALENT RATING OF THE INSULATED FLOOR, WALL OR 4' e 3'-T�6 4'-2 3-6 3-3ia CEILING THROUGH WHICH THEY PENETRATE 3-GAIR GARAGE Of'7f ON 12'-2" 6'-10" 2'-6" 16'-O" 2'-6" 21, MOUNT HWT ON PLATFORM 18" ABOVE GARAGE SLAB PER IRC SECTION M1301.3, SCALE: I/4" = 1'-O" ADD 225 SQ, FT. STRAP HWT TO WALL PER IRC SECTION M1301.2, PROVIDE OVERFLOW PAN < 19'-O" 21'-0" PIPING PER IRC CHAPTER 28. INSTALL T t P VALVE 4 PIPE TO EXTERIOR TERMINATION 40'-0" 22, WHOLE-HOUSE VENTILATION PER IRC M1501.3, WHOLE HOUSE FAN LOCATED IN LAUNDRY ROOM (VERIFY W/ BUILDER) ' J� r �A` MAIN FLOOR 23, DISAPPEARING STAIRS OR ATTIC HE ACCESS PANEL COVERED W/ 5/0" M I '4 I N FLOC I Q\ FDLAN GW AND PROVIDED W/ WEATHER 87RIPPING GASKET 24, FIREPLACE TO BE SUPPLIED WITH OUTSIDE COMBUSTION AIR DUCT A7 " " LEAST 6 SQ. IN, AND PROVIDE READILY OPERABLE DAMPER. INSTALL ee SCALE: 1/4 = 1 -O 1,311 SQ. FT. GAS FIREPLACE W/ CLEARANCES AND COMBUSTION AIR PER JOB NO.: ROSARIO MANUFACTURERS RECOMMENDATIONS AND PER CODE DESIGNED: LG 25, 12 - 16" FIBERGLASS FACED GWB BACKER AT TUB/SHOWER SURROUND TOTAL: 3,115 S,F, DRAWN: TPGzARACsE: 493 S,F. 26, PROVIDE MINIMUM OF 22" x 30" ATTIC ACCESS W/ MINIMUM OF 30" HEAD FRONT PORCH: 134 S.F. DATE: 12/22/2017 CLEARANCE. USE PLYWOOD DAMS TO CONTROL CEILING INSULATION REQUIRED BACK PATIO: g6 5,F, SHEET 21. PROVIDE PARTICLE BOARD UNDERLAYMENT AT VINYL, COORDINATE FI A 3 ■ 1 THICKNESS W/ OTHER FLOOR NISHES TO TO PROVIDE 8M007H AND LEVEL TRANSITIONS 28, USE PRIMER/SEALER ON GWB BEFORE AND AFTER TEXTURING LINE OF OPT, ROOF BELOW _ I LANDED GENTRY 40'-O il '-8" -l" HOMES AND COMMUNITIES 12'-3/2" 2 12' 3 „ 6,-p„ 6'-044 REVISIONS BY: n 6'_6/4u 1 2 - 21 - I5 JR 5050 XO 1 5050 XO 5050 XO (SEE NOTE *16, (SEE NOTE *16, (SEE NOTE *16, 3 - 9 - 18 JR SNT, A3.1) SH7, A3.1) SiA3.1) 4x6 HF*2 4x8 HF*2 4x8 HF*2 S, I � 01 N It 01 E 4 a W (L O1 LL 13 a� - 1 U - BEDROOM *2 n BEDROOM *3 1 i 1 BEDROOM *4 n 12'-0" x ll'-5" — 12' 0" x 12' 2" ? N I `4 12'-1" x 12' 2"It is I 12" BY-PASS -12" BY-PASS 12" 15 -PASS CLOSET — — — — — — — — _ ro a" CLOSET _ © w m MASTER z y N SHELF b ROD C _ — — cA �y n/ a+ SHELLF 4 ROD BATH m y 13 IL iv _ _ N (Y\4 1 BATH v SHELF 4 ROD �, 3 x m j m q _ * r _ - 00 ® f' 3'-l�2 3'-lh 8'-8 3-71h D/ �\ s 111 X - r _ / MAS ER �_ V N 0 2' S" 3,-1�s, 3, �„ O v m 6'-8 4, 8 too6'-2 8'-8�2° 4'-1" BAH U 0 d) o1 = m 42" IIaN WALL W/ HDWD. CAP _ 2_g " HIGH WALL W/ HDWD. CAP � N Q 1 ui 22"x3O" p " Q ry _ O 0 �- v ATTIC m 9 W co _ W 0 O N MEGH. m T z 16 E . I _ ' a ) ACCESS 1 RI E S z — — t 6' 2i , E O E 15 4' 3i m F O E NOTE � _ m S i� alp *26) n 44 z4 N m SAS / - - } - - - - z - - - - - - - - - - - - 42" H N w X 3 F FURN. y 2'_ 42" NICsN WALL Q F� r0 W/ HDWD 2 } W ICsN LL O - co 0 Q Q' W/ HDWD. CAP 2_8 cD I //�\ \ tY Ccq p v� m SHELF tRODfREr � eeLow i _ FRENCH D R 0 :::.U `� N 1 _ C' _ _ � .:..:...:...::.. 60" Y-PASS = N 0 Q 0 OPTIONAL BAR I ® I M 6'-7kz" 16,-�„ 5'-Il 3'-II" 2' 4ks" l'-10" W � W U � I � Iq 1 2'-1�„ 4'-11" q LAUNDRY zl LAUNDRY 0 0 JI N @I� tL_r Xlul UI b m1� 0 p i x 0 WI ------------------------ D w Cir N Im }I x V.7.0. - zl zIZ x O v VAULTED 01 m v `t ' - J1 SNELF 4 ROD z 0 I Z SHELF 4 ROD z z O I Z _ FAMILY — — — - - —8' x5'-11" I� I � W _ -1 Q X x 13 O O U 1 '`t N O N ILL I a l � @ QI � N 1 IILL C) 'l� 'V 1W 01 01 N - IW 1 Y LILTED s OX 1 JI 1 O ly MAST BEDROOM 0 UJALK-I 0 w WALK-IN 13'-4 x 19'-11 N L W X —11 , .4 0 -1 VAULTED _r 4x12 H (SEE w 1 CLOSET - N W CLOS MASTER BEDROO 0 SH_ _ A3.4) 4x6 HF*2 4x6 NF*2 N Q �m 10 13' 4" /< Il'-8" _ - - — 0 N 60610 FRENCH 3060 SH 3060 SH 1(X c0 m - �a J I u DOOR (TEMP.) (TEMP.) � J IN rox « a a « 4x6 HF*2 4x6 HF*2 4x61HF*2 4x6 HF*2 4x6 HF 2 4 6 HF 2 4x6 HF 2 4x6 HF 2 s 2020 PIC. (3)3060 SH (TEMP.) _ 020 PIC. (3)3060 SH (TEMP.) COVERED BALCONY u-i C -ICsT.)'-O" HDR. I (SEE NOTE *16 4 *30, SHT. A3.1) A p Cl' " HDR. HGT.) (SEE NOTE *16 4 *30, SHT. A3.1) m a 19,-0„ x l,_0ll xl �a N P.T. 6x6 POST 34" 19'-O" 54" 3'-8" 3'-2 2" 3'-6" 3'-41/2" 3'-42" 31-10�2" WRAPPED 20'-6I2° 6-101t2" 14'-lye" rMAR PER BUILDER.2 TYPICAL 6'-3�" 6' Off" 3' 4�2" 3'-3ia" 3'-8° 3'-2V2" 3'-6 3-41� 3'-41'2" 3'-10V2"6'-IOI's° 14'-1l�2" 3 0 2018 19'-0" 21'-0° CITY OF ANACORTES 40'-0" MASTEIR BEDROOM I Of'T101�1 SCALE: 1/4" V-O" ROSARIO Uf'i='EIR FLOORR i=LAN SCALE: 1/4 = I -O 1,004 SQ, FT, UPPER FLOOR PLAN COASTAL 2 & 3 JOB NO.: ROSARIO DESIGNED: LG DRAWN: TP DATE: 12/22/2017 SHEET A- 302 WIND CALCULATIONS: IRC TABLE Rro02.10,3(2) FOOTNOTES C NUMBERED WALL LINES LETTERED WALL LINES EXPOSURE CATEGORY 1.0 1.0 2'-0" 2a'-o" to'-o" 8'-0" 2'-0° L ANDED GENTRY ROOF EAVE-TO-RIDGE HEIGHT 1.0 1.0 40'-0" IO'-O" HOMES AND COMMUNITIES WALL HEIGHT 1.0 1.0 REVISIONS BY: NUMBER OF BRACED WALL LINES 1.30 1.45 2 - 26 - IS JR WIND FACTOR TOTAL 1.30 1.45 3 - 23 - I5 JR , I BRACED WALL LINE: WIND SPEED COMPLIANCE (SECTION R602) I , BRACED BRACING BRACED REQ'D BRACING: WIND GYPSUM PANELS TOTAL BRACING ACTUAL BRACED I 1 WALL LINE METHOD: WALL LINE RATIO TABLE FACTOR FACTOR W/ HOLD- LENGTH RE&D WALL PROVIDED INDICATOR TABLE R602.10.4 SPACING R602.10.3(U TOTAL TOTAL DOWNS I CS-WSP cS-WISP GS-WSP CIS-ULP GS-WSP I CS-WSP/PFH 24'-0 6.50' 1.30 N/A N/A 8.45' 19.13 3 2 GB/WSP 24'-0" 13.50' 1.30 N/A N/A 11.5E' 36.92' 3 CS-WSP 23'-0" 6.25' 1,30 N/A N/A 8.13, 23,00' i , I I I I A CS-WSP 25'-O" 6.15' 1.60 N/A N/A 10.80' 19.21' B CS-WSP 10'-0" 3.00' 1.60 N/A N/A 4.80' 20.54' C WSP 26'-0" 8.90' 1,60 N/A N/A 14.24' 18.11' 1-7 I I m N D WSP 28'-O" ro 8.90' 1. 0 N/A N/A 14,24' 1&46' I Q E CS-WSP 28'-O" 1.50' I.roo N/A N/A 12.00, 36.25' I I U I r • REFLECTS USING CONTRUBTING LENGTH FOR PFH IN TABLE R602.10.5 =E P p THIS AREA: 650 SQ. FT. r SEISMIC CALCULATIONS: IRC TABLE R602.10.3(4) ADJUSTMENTS II r , STORY HEIGHT 1.0 I I m WALL DEAD LOAD I.O " O ROOF/CEILING DEAD LOAD 1.0 I , I I '® N STONE/MASONRY IN SDC C-D2 N/A I I ro CRIPPLE WALL N/A Q I - - - WSP m GIB GB- - SEISMIC FACTOR TOTAL LO 0 - - - _ �_'� - - - - - - - - - - - - - - r - - - - - - - - - v 114/2 c0 W-51114'-6h 5-3 BRACED WALL LINE - SEISMIC COMPLIANCE (SECTION R602) OilN = _ _ GB= �_ - = B BRACED BRACING BRACED WALL RE&D BRACING: B.W.L. SPACING SEISMIC FACTOR: BRACED WALL ACTUAL - WALL LINE METHOD: LINE (B.W.L.) RATIO TABLE FACTOR: RATIO STORY HEIGHT RE&D (AFTER BRACED WALL INDICATOR TABLE R602.10.4 TOTAL LENGTH R602.10.3(3) TABLE R602.10.3(4) TABLE R602.10.3(4) AD.AISTMENTS) PROVIDED ' m I,800* (MIN.) n 1 CS-WSP/PFH 50'-0" 13,00' 1.0 1.0 19.00 19.73 I CAPACITY HOLD-DOWN 2 GB/WSP 50'-0" 30.00, Lo 1.0 30,00, 3ro.92' 3 CS-WSP 40'-0" 15,20' Lo Lo 15.20' 23,00' I THIS AREA: 118 SQ, FT, I I _ , A CS-WSP 22-5 I/2 8.53 1.0 I.O 8.53 I 9.21 B CS-WSP 22'-6 1/2" 8,51, LO 1.0 O.51' 20.54' O I � I ® I O C WSP 23'-O" 10,35, 1,12 1.0 11.59' 18.11' - ' W WSP 24'-0" 10.80' 1,12 Lo 12.10' 18.46' U II CS-WSP 43'-0" Iro.34' 1,12 LO 16,30' 36.2F" 1,000* (MIN,) CAPACITY; i TENSION STRAP NDR. I • REFLECTS USING CONTRUBTING LENGTH FOR PFH IN TABLE R602.10.5 I TO DBL. STUDS BELOW I I , 2250* P(MIN.) CAPACITY BRACED WALL NOTES . GS-W^P GS-WSP I TENSION STRAP HDR. I MIN,) HEADER I. PER IRC TABLE R602.10.4 INTERMITTENT BRACING METHODS: I 4x12 - TO DBL. STUDS BELOW METHOD GB: INSTALL 1/2" GYPSUM WALLBOARD W/ NAILS OR SCREWS m 1" SPACING Al PANEL EDGES INCLUDING TOP 4 BOTTOM PLATES 4 1" O.G. IN FIELD: FOR ALL BRACED WALL PANEL LOCATIONS, EX*RIOR SHEATHING NAIL FH O 1 4x12 (MIN.) HEADER � II;I OR SCREW SIZE, SEE TABLE Rro02.3(1): FOR INTERIOR GYPSUM BOARD NAIL OR SCREW SIZE, SEE TABLE R102.3.5 _ _ - _ - _ - _ - _ - - _ - _ - _ - - - - - - - - - - - _ - 1,000* (MIN_.) PFH PFH CAPACITY 2, PER IRC SECTION R602.10.6.1 METHOD ABW: ALTERNATE BRACED WALL PANELS * HOLD-DOWN * ALTERNATE BRACED WALL PANELS TO BE CONSTRUCTED PER IRG SECTION R602.10.6.1 (REFER TO FIGURE 3,500 (MIN.) CAPACITY CAPACITY IMIN.) m a l _ _ _ _ _ _ _ HOLD-DOWN CAPACITY di R602.10.6.1 ALTERNATE BRACED WALL PANEL) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ HOLD-DOWN 3, PER IRC SECTION R602.10.6.2 METHOD PFH: PORTAL FRAME WITH HOLDDOWNS CITY OF ANA +OA METHOD PFH BRACED WALL PANELS TO BE CONSTRUCTED PER IRC SECTION R602.10.6.2 (IREFER TO FIGURE 4'-1044" 2'-41,�" 16'-3" 2'-41!i" 81-8" -4 R602.10.6.2 METHOD PFH: PORTAL FRAME WITH HOLD-DOWNS) 19'-O" Ik21'-0" 10'-0" 4. PER IRC SECTION R602.10.4 4 R602.10.4.3 (EXCEPTION *3) CONTINUOUS SHEATHING BRACED WALL PANELS. 2'-0" 21'_0" 25'-O" 2-O ROSARIO CONTINUOUS SHEATHING METHODS REQUIRE STRUCTURAL PANEL SHEATHING TO BE USED ON ALL SHEATHABLE SURFACES ON ONE SIDE OF A BRACED WALL LINE INCLUDING AREAS ABOVE AND BELOW OPENINGS AND GABLE 50'-O" END WALLS. BRACED WALL PANELS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ONE OF THE METHODS LISTED IN TABLE R602.10.4. DIFFERENT BRACING METHODS, OTHER THAN THOSE LISTED IN TABLE R602.10.4 SHALL NOT BE PERMITTED ALONG A BRACED WALL LINE WITH CONTINUOUS SHEATHING D MAIN FLOOR 5, PER IRC TABLE R602.10.4 CONTINUOUS SHEATHING METHODS: METHOD CS-WSP: INSTALL MINIMUM 1/16" WOOD STRUCTURAL PANEL W/ ad COMMON NAILS m ro" SPACING PANEL BRACED WALL PLAN EDGES AND 12" SPACING FIELD, OR 16 GAUGE x 1 3/4" STAPLES m 3" SPACING PANEL EDGES AND 6" SPACING FIELD MAIN f�-�t J� �l I* I �OO� PLAN � J� 3-CAR GARAGE 6. PER IRG FIGURE R602.10.80) WHERE FLOOR JOISTS ARE PERPENDICULAR TO BRACED WALL PANEL INSTALL FULL- SCALE: 1/4" 1'-O" HEIGHT BLOCKING (CENTERED) CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL. NAIL BOTTOM PLATE TO JOB NO: ROSARIO EACH BLOCK BELOW W/ (3)1bd NAILS. IF FLOOR ABOVE NAIL EACH BLOCK W/ 8d NAILS TOENAILED m roll O.C. TO DOUBLE PLATE BELOW (MAXIMUM SPACING) DESIGNED: LG 1, PER IRC FIGURE R602.10.8(2) WHERE FLOOR JOISTS ARE PARALLEL TO BRACED WALL PANEL NAIL BOTTOM PLT, 8. PER IRC TABLE R602.10.5 MINIMUM BRACED WALL PANEL LENGTH PER ADJACENT CLEAR OPENING HEIGHT IS AS NOTE' DRAWN: JR TO SINGLE FLOOR JOIST CENTERED BELOW (OR PONY WALL m CRAWLSPACE) W/ 16d NAIL m 5" O.G. MAX. IF NO FOLLOWS (S' WALL): DATE: 11/03/2017 JOIST BELOW INSTALL FULL-HEIGHT BLKG. is Iro" O.C. 4 NAIL BOTTOM PLATE TO BLKG. W/ (3)16d EA. BLOCK. NAIL ( = 12" OPENING: 21" MINIMUM PANEL WIDTH WALLS USING MIXED BRACING METHODS USE THE WORST-CASE VALUES SHEET BLOCK TO FLOOR JOISTS W/ (2)Ibd EA. END. IF FLOOR ABv. NAIL FLOOR JOIST (CENTERED) TO DBL. TOP PLATE 84" OPNG.: 32" MIN, PANEL WIDTH FOR REQUIRED WALL BRACING AMOUNT (EXAMPLE: A CS-WSP/GB WALL W/ ad NAILS m 6" O.C. ALONG BRACED WALL LINE. IF BLKG. ASV. NAIL EA. BLOCK TO TOP PLT. W/ (3)8d NAILS 96" OPNG. 41" MIN, PANEL WIDTH IS CALCULATED USING GB VALUES ONLY, THEREFORE IT WILL PERFORM ■ 4 NAIL BLKG. TO JETS. W/ (2)16d NAILS EA. END BETTER IN REALITY THAN AS SHOWN IN CALCULATIONS) WA 4- WIND CALCULATIONS: IRC TABLE R(o02,10.3(2) FOOTNOTES NUMBERED WALL LINES LETTERED WALL LINES EXPOSURE CATEGORY 1.0 1.0 LANDED GENTRY ROOF SAVE-TO-RIDGE HEIGHT 1.0 1.0 HOMES AND COMMUNITIES WALL HEIGHT 1.0 1.0 REVISIONS BY: NUMBER OF BRACED WALL LINES 1.30 1.30 r"t 3 - 23 - I8 JR I WIND FACTOR TOTAL 1.30 1.30 3'-II4" 5'-0" 1' " 5'-0" 9'-S " 5'-O" 4'-OW' Ir BRACED WALL LINE: WIND SPEED COMPLIANCE (SECTION Rro02) BRACED BRACING BRACED RE&D BRACING: WIND GYPSUM PANELS TOTAL BRACING ACTUAL BRACED WALL LINE METHOD: WALL LINE RATIO TABLE FACTOR FACTOR W/ HOLD- LENGTH REQ'D WALL PROVIDED INDICATOR TABLE R602.10.4 SPACING R602.10.30U TOTAL TOTAL DOWNS GS-WSP CS-WSP CS-WSP CS-WSP 1 CS-PF/CS-WSP 20'-0" 3.00' 1.30 N/A N/A 3.90' 12,44' - - - - - - 2 GB/WSP ZA 25'-0" 1.15' 1,30 N/A N/A 10.08' 20.15' 3 CS-WSP 25'-0" 3.15' 1,30 N/A N/A 4.88' 25,00' m ' CS-WSP 19'-o" 2.85' 1.30 N/A N/A 3.11, 35.00' I m A cn � I B GB/WSP 21'-0" 6.15' 1,30 N/A N/A 8.18' 15.11' �p i I � C CS-WSP 21'-O" 3,15' 1.30 N/A N/A 4,10' 39.00' I N N , IU IL 3' 9 SEISMIC CALCULATIONS: IRC TABLE R&02,10,3(4) ADJUSTMENTS Q STORY HEIGHT 1.0 WALL DEAD LOAD 1.0 ROOF/CEILING DEAD LOAD 1.0 I o STONE/MASONRY IN SDC C-D2 N/A r ' IF- CRIPPLE WALL N/A i SEISMIC FACTOR TOTAL 1.O , 1 WSP 4 - - - - - _ - - - GB - - - -6�' n o - - - - - BR Ii02)ACED WALL LINE - SEISMIC COMPLIANCE (SECTION R �e - - - - - - - - - - - - - - - - - - - - - 2 BRACED BRACING BRACED WALL REQ'D BRACING: B.W.L. SPACING SEISMIC FACTOR: BRACED WALL ACTUAL WALL LINE METHOD: LINE (B.W.L.) RATIO TABLE FACTOR: RATIO STORY HEIGHT REQ'D (AFTER BRACED WALL - - - GB - - - - - - -�- - - - - - INDICATOR TABLE R602.10.4 TOTAL LENGTH R602,10.3(3) TABLE R602.10.3(4) TABLE R602.10.3(4) ADX5TMENTSi PROVIDED ii - - B -1 11 A III i 10, 1 CS-PF/CS-WSP 40'-0" 6.80' 1.0 1.0 6.80' 12,44' aW1 V 2 GB/WSP 40' o" 12,00' 1.0 1.0 12,00' 20.15' I �7 J Q 3 CS-WSP 40'-0" 6.80, Lo Lo 6.80' 25.00' I SIN L� CS-WSP 41'-0" 1.99' LO 1.0 1.99' 35.00' ^ > U Q Q 'VI , I > 1 U B GB/WSP 41'-0" 14.10' 1.0 1.0 14.10' 15.11' - 3 U O U W C C5-WSP 43'-0" 131' Lo 1.0 1.31' 39.00' _1 I VAULT CLG. O+1 -4 AS T L I - - - - O - - - - On > I I O O ZN I - I 10 3fRACED WALL NOTE6 : 1,0000 (MIN.) CAPACI Y I z TENSION STRAP HDR. TO J DBL, STUDS BELOW I. PER IRC TABLE R602.10.4 INTERMITTENT BRACING METHODS: METHOD GB: INSTALL 1/2" GYPSUM WALLBOARD W/ NAILS OR SCREWS + 1" SPACING AT PANEL EDGES INCLUDING _ _4x12 _MIN_.) _ TOP 4 BOTTOM PLATES 4 1" O.C. IN FIELD: FOR ALL BRACED WALL PANEL LOCATIONS, EXTERIOR SHEATHING NAIL OR SCREW SIZE, SEE TABLE R602.30): FOR INTERIOR GYPSUM BOARD NAIL OR SCREW SIZE, SEE TABLE R102.3.5 O N I N U - l - - - - - - - - - - - - - - - - " 2. PER IRC SECTION R602.10.6.1 METHOD ABW: ALTERNATE BRACED WALL PANELS - i ALTERNATE BRACED WALL PANELS TO BE CONSTRUCTED PER IRC SECTION R602.10.6.1 (REFER TO FIGURE O O R602.10.6.1 ALTERNATE BRACED WALL PANED ` C5_U SP GS-WSP CS-WSP 3. PER IRC SECTION R602.10.6.2 METHOD PFH: PORTAL FRAME WITH HOLDDOWNS METHOD PFH BRACED WALL PANELS TO BE CONSTRUCTED PER IRC SECTION R602.10.6.2 (REFER TO FIGURE R6o2.10.6.2 METHOD PFH: PORTAL FRAME WITH HOLD-DOWNS) 4. PER IRC SECTION R602.10.4 4 R602.10.4.3 (EXCEPTION 03) CONTINUOUS SHEATHING BRACED WALL PANELS. CONTINUOUS SHEATHING METHODS REQUIRE STRUCTURAL PANEL SHEATHING TO BE USED ON ALL SHEATHABLE 3'-2ia" 15'-9�a" 2'-8" 2'-O" 4'-2�i° 9'-9" SURFACES ON ONE SIDE OF A BRACED WALL LINE INCLUDING AREAS ABOVE AND BELOW OPENINGS AND GABLE END WALLS. BRACED WALL PANELS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ONE OF THE METHODS 19'-O" 21'-O" LISTED IN TABLE R602.10.4. DIFFERENT BRACING METHODS, OTHER THAN THOSE LISTED IN TABLE Rfo02.10.4 21'-0" 19'-O" C /� SHALL NOT BE PERMITTED ALONG A BRACED WALL LINE WITH CONTINUOUS SHEATHING ROSARIO 40'-0' 5, PER IRC TABLE R602.10.4 CONTINUOUS SHEATHING METHODS: METHOD CS-WSP: INSTALL MINIMUM 1/16" WOOD STRUCTURAL PANEL W/ Sd COMMON NAILS A 6" SPACING PANEL EDGES AND 12" SPACING FIELD, OR 16 GAUGE x 1 3/4" STAPLES 0 3" SPACING PANEL EDGES AND 6" SPACING FIELD J}=f='EI;R FLOCIR i=>LAN UPPER FLOOR 6. PER IRC FIGURE R602.10.8(I) WHERE FLOOR JOISTS ARE PERPENDICULAR TO BRACED WALL PANEL INSTALL FULL- -"- n BRACED WALL PLAN HEIGHT BLOCKING (CENTERED) CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL. NAIL BOTTOM PLATE TO SCALE: 1/4 = I -O EACH BLOCK BELOW W/ (3)16d NAILS. IF FLOOR ABOVE NAIL EACH BLOCK W/ 8d NAILS TOENAILED A 6" O.C. TO DOUBLE PLATE BELOW (MAXIMUM SPACING) 1. PER IRC FIGURE R602.10.8(2) WHERE FLOOR JOISTS ARE PARALLEL TO BRACED WALL PANEL NAIL BOTTOM PLT. JOB NO: ROSARIO TO SINGLE FLOOR JOIST CENTERED BELOW (OR PONY WALL m CRAWLSPACE) W/ 16d NAIL 6 511 O.C. MAX. IF NO JOIST BELOW INSTALL FULL-HEIGHT BLKG. 0 16" O.C. 4 NAIL BOTTOM PLATE TO BLKG. W/ (3)16d EA. BLOCK. NAIL DESIGNED: LG BLOCK TO FLOOR JOISTS W/ (2)16d EA. END. IF FLOOR ABV. NAIL FLOOR JOIST (CENTERED) TO DBL. TOP PLATE W/ Sd NAILS w 6" O.C. ALONG BRACED WALL LINE. IF BLKG. ASV. NAIL EA. BLOCK TO TOP PLT. W/ (3)Sd NAILS NOTE: DRAWN: JR 4 NAIL BLKG. TO JETS. W/ (2)16d NAILS EA. END DATE: 11/03/2017 8. PER IRC TABLE RroO2.10.5 MINIMUM BRACED WALL PANEL LENGTH PER ADJACENT CLEAR OPENING HEIGHT IS AS WALLS USING MIXED BRACING METHODS USE THE WORST-CASE VALUES SHEET FOR REQUIRED WALL BRACING AMOUNT (EXAMPLE: A CS-WSP/GB WALL FOLLOWS (9' WALL): IS CALCULATED USING GB VALUES ONLY, THEREFORE IT WILL PERFORM AIi= 304 < = 12" OPENING: 2-1" MINIMUM PANEL WIDTH BETTER IN REALITY THAN AS SHOWN IN CALCULATIONS)54" OPNG.: 32" MIN. PANEL WIDTH 96" OPNG. 41" MIN. PANEL WIDTH WA OVER CONCRETE OR MASONRY BLOCK FOUNDATION EXTENT OF HEADER(TWO BRACED WALL PANELS) WITH DOUBLE PORTAL FRAMES EXTENT OF HEADER(ONE BRACED WALL PANEL) V LANDED GENTRY WITH SINGLE PORTAL FRAME — — — — — o o o o ° o 0 0 0 0 - - - - - - 6Fr2 - - - - - � HOMES AND COMMUNITIES 0 0 0 0 0 ° 0 (OPT[ ROOF) PONY 0 0 MIN. 1000 LB TENSION STRAP I REVISIONS BY: WALL o PER TABLE R602.10.6.4(ON HEIGHT1 ° OPPOSITE SIDE OF SHEATHING) 0 0 2 - 2-1 15 AR 0 0 0 0 0 ° 0 0 0 0 0 0 0 0 0 0 0 0 0 I I 0 0 0 0 o MIN.3"X 11-1/4" NET HEADER ° ° ° ° ° SHEATHING FILLER IF NEEDED 0 0 0 0 0 (STEEL HEADER PROHIBITED) c ° ° ° ° ° 1 4x8 HF►2 ® CI 4x8 HF"2 ® CI 4x1O NF»2 e CI 0 0 0 0 0 0 0 0 0 Ec 0 0 0 0 0 0 o 0 0 0 4x6 HF*2 A C2, C3 4x6 HF»2 6 C2, C3 4x6 HF"2 4x6 HF"2 0 C2, C3 0 00 00 0 ' 00 FASTEN SHEATHING TO HEADER WITH 8D COMMON OR 0 00 GALVANIZED BOX NAILS IN 3"GRID PATTERN AS SHOWN FASTEN TOP PLATE TO r O 0 0 0 0 0 0 HEADER W/TWO ROWS n " L Q 12' 0 0 o 0 o OF 16D SINKER NAILS LL e J MAX @ 3"O.C.TYPICAL 2 TOTAL 00 o 00 � HEIGHT WALL o 0 o MINIMUM 1000 LB HEADER-TO-JACK-STUD STRAP o 0 0 0 Q m� Q °° 00 PER TABLE R602.10.6.4 BOTH SIDES OF OPENING LL a Q 00 00 ON OPPOSITE SIDE OF SHEATHING 00 00 2 _z -1 WOOD STRUCTURAL PANEL MUST � 0 0 0 0 °0 °° BE CONTINUOUS FROM TOP OF C Q m a d co 00 WALL TO BOTTOM OF WALL, OR x ' °° °° MIN. DOUBLE 2x4 FRAMING COVERED W/MIN. 3/8" THICK 0 0 0 o WOOD STRUCTURAL PANEL SHEATHING W/8D COMMON 0 0 0 o FROM TOP OF WALL TO LLV r� Q � n W FARING PERMITTED SPLICE AREA WALL 00 00 OR GALVANIZED BOX NAILS @ 3"O.C. IN ALL FRAMING 00 00 [Q Q- L 1 j M — tA (STUDS, BLOCKING&SILLS)TYPICAL 00 0 0 —� ~L C 00 0 0 0 V Z 10, oo 0 0 0 00 00 0 0 0 00 U O V � J } LL MAX. FOR A PANEL SPLICE(IF NEEDED), PANEL EDGES SHALL OCCUR OVER AND BE 0 0 0° 1, LL HEIGHT °° °° NAILED TO COMMON BLOCKING AND OCCUR WITHIN THE MIDDLE 24 IN. OF WALL U U = 7 Q UI 4 x 00 00 HEIGHT. ONE ROW OF 3 IN. O.C. NAILING IS REQUIRED IN EACH PANEL EDGE. 00 00 _ m L w Q 0 00Y 3 2'TO 18' (FINISHED WIDTH)OF OPENING o° o o LL LL �� ] J * BEARING POINT— TYPICAL PORTAL FRAME $ 2 FOR SINGLE OR DOUBLE PORTAL LL �� L cN 3 d) 00 o o 4x10 HF"2 MIN. LENGTH OF PANEL PER TABLE R602.10.5 00 00 CONSTRUCTION 1x 1x 2 C (2x1O MIN,) L (16"MIN.ONE-STORY;24"MIN. TWO-STORY) MIN. 1,000 LB. HOLD- X DOWN DEVICE 00 00ww, MIN. DOUBLE 2x4 J L L MIN. (2)3,500 LB, STRAP-TYPE HOLD-DOWNS EMBEDDED INTO 00 00 > FULL-LENGTH KING J C EMBEDDED INTO CONCRETE AND NAILED CONCRETE AND 00 00 STUDS PER TABLE INTO FRAMING NAILED INTO FRAMING R502.5(1)&(2) CILL 00 00 FULL-LENGTH KING STUD NO. OF JACK STUDS PER °° ° 4x10 HF•2 (2x10 MIN,) (2)2x10ID oc (MIN. NUMBER IN STUDS TABLE R502.5(1&2) 00 °° 7/16"MIN.THICKNESS WOOD J L SHOWN) 0 0 0 o STRUCTURAL PANEL = 4x O T Q y 1 1 SHEATHING x 0 0 0 0 0 0 0 0 0 o L L S L H T BEARING x POINT � L � � SOLID BLKG. 7 (2)2x12 BEARING BELOW BRACE SIDE ELEVATION WALL ABV. FOUNDATION PER CODE FL JST, BELOW WALL F_ MIN1 ANCHOR BOLT PERR602.10.6.2 REQUIRED W/2x2x3/16 PLATE WASHER B AGED WALL SEE DET, 2, M TR, BD M, PT ON Y: SHT, A2,1 d d PORTAL FRAME WITH HOLD DOWNS (PFH 2x12 AB . (SEE DE . 2, Z )-POTot O IN TA L H LD DO N A V, SNEET A3,4) , LLSHT, A2,1 d SH A3,4) U T S LID LK ,(S E T, U U IS, BEARING x I A .4 - MS R. DR O T,) 2 " " a U v OVERLAP FLR. JSTS. 3 m U v Q � �A WALL/BEA BEARING d 2 12 H •2 16" G. ^ z Q NAIL 70G THER W/ (3)IOd Q s. , s ' NAILS RE nnil _ s TYPICAL Q — * 5 1/ x21 GLIB 24F 4 F/D 2 LL ' 7 I F-1 F-1 F-1 F-1 7_1 L-1 77 F-1 7_1 F-1 7_1 F-1 F I I-1 I j �S BEARING POINT UC4U - - - - - r,, .w U 2 12 Hf 02 m IFi" 0.0, — �N LL SOLID E5LKG. BELOW BRACED x IL O Q WALL ABOVE (SEE DETAIL 2, Q x SHEET 42.1 AND SHEET 43,4 �n \ 4xF x60 xO HFC '3,_17- C P. , 2 8 L DG R ' 4x8 HF"2 e C2 ` I I 8'-0" x Z'-0" OVERHEAD GARAGE DOOR i P. . 2x3 HFIn 9 Iro P,C. 5 1/Sx21 GLB 24P-V4 DF/DF o CI 5 1/8xI(o 1/2 GLB 24F-V4 OF/DF s C2 d C3 6xIO HF"2 6XIO HF"2 (5 I/5xl3 1/2 GLB 24F-V4 DF/DF e COASTAL 3) UF �Ei2 F�00�' fi�,4MfNCa P�,4N 3-GAf;R GAfRAGE OPTION SCALE: 1/4" = 1'-0" SCALE: 114" = I'-O" ROSARIO UPPER FLOOR Vc FRAMING PLAN JOB NO.: ROSARIO DESIGNED: LG DRAWN: TP DATE: 12/22/2017 SHEET A,,,,401 TfRUSS NOTES : 000 - �� I. ENG'D MONO-TRUSSES m 24" O.G. W/ HIP PACKAGE, SPAN 0'-0" IS" TAIL il 2. ENG'D GIRDER TRUSS W/ SCISSOR, SPAN 40'-0", CLIP FOR HIP ROOF. 1 O LANDED GENTRY 10" TAIL BOTH ENDS, SEE TRUSS POFILE S E HOMES AND COMMUNITIES 3, ENG'D TRUSSES g 24" O.G., SPAN 19'-5 1/2", 18" TAILS BOTH ENDS a TWO TRUSSES, 4 ONE END ONLY s THREE TRUSSES ROOF FRAMING NOTES: 4. ENG'D SCISSOR TRUSS g 24" O.G., SPAN 19'-5 1/2", 18" TAILS ONE END ONLY, 1. TRUSS HANGERS, CONNECTORS AND HURRICANE TIES -- - TO BE SPECIFIED BY TRUSS ENGINEER AND/OR MANUFAC- SEE TRUSS PROFILE TURER. PLAN AND PROFILES(IF APPLICABLE)ARE DESIGNER'S CONCEPT. VERIFY ANY CHANGES TO THIS 5. ENG'D SCISSOR TRUSSES 6 24" O.G., SPAN 40'-0", CLIP FOR HIP ROOF, PLAN W/TRUSS ENGINEER AND/OR MANUFACTURER. IS11 TAILS BOTH ENDS. SEE TRUSS PROFILE ''' x4 2x4 2. TRUSS MANUFACTURER SHALL PROVIDE AND SUBMIT ENGINEERED DESIGN TO THE BUILDING DEPARTMENT 6, ENG'D TRUSSES a 24" O.G., SPAN 40'-0", CLIP 6 TRUSSES FOR HIP ROOF, I' 6" I SES NOTE 01 FOR APPROVAL PRIOR TO FABRICATION AND INSTALL- 18" TAILS BOTH ENDS 2x4 2x4 ATION. ?+ \Q -I. FOR OPTIONAL PATIO ROOF ONLY: ENG'D MONO-TRUSSES o 24" O.G., SPAN @ 1 3. TRUSS ENGINEER TO VERIFY 2x OVERFRAMING CALLED � OUT BY DESIGNER. 8'-0" 18" TAIL 2x6 Si `� + 2x6 4. ALL TRUSS-TO-TRUSS AND TRUSS-TO-BEAM CONNECTORS 8, FOR 3-CAR GARAGE OPTION ONLY: ENG'D GIRDER TRUSS, SPAN 22'-5 1/2", TO BE SPECIFIED BY TRUSS MANUFACTURER. CLIP FOR NIP ROOF, IS° TAILS BOTH ENDS JIL JIL JIL J L J L J L J L J L J J L J L J L J L J L JIL JIL JIL 5. SHEATHING NAILED W/8d NAILS @ 6"O.C.AT SUPPORTED \ SEE NOTE "II EDGES AND 8d NAILS @ 12"O.C.AT INTERMEDIATE 9. FOR 3-CAR GARAGE OPTION ONLY: ENG'D TRUSS 0 24" O.G., SPAN 22'-5 1/2" FRAMING MEMBERS(UNBLOCKED). FACE-GRAIN(VERIFPERPEY) - CLIP FOR HIP ROOF, IS" TAILS BOTH ENDS \ i UN U PP R SUPPORTS. USE METAL"H"CLIPS(VERIFY)AT \ � UNSUPPORTED EDGES, 10. ENG'D MONO-TRUSSES ID 24" O.C., 3'-0" SPAN (SEE TRUSS PROFILE) \ 6. PROVIDE DIAPHRAGM EDGE NAILING ABOVE ALL EXTE- RIOR WALLS, INTERIOR SHEER WALLS, HIP AND VALLEY \ i LOCATIONS. II. ENG'D GIRDER TRUSS, SPAN 40'-0", CLIP FOR HIP ROOF. IS" TAIL BOTH ENDS. 7. OVER-FRAMED AREAS SHALL BE BUILT UPON FRAMING TRUSS HANGERS, CONNECTORS AND HURRICANE TIES TO BE SPECIFIED BY Pj\ \� WITH SHEATHING ALREADY ATTACHED. PROVIDE FOR O \ i VENTILATION. TRUSS ENGINEER AND/OR MANUFACTURER. PLAN AND PROFILE SHOWN ARE DESIGNER'S CONCEPT, VERIFY ANY CHANGES TO THIS PLAN W/ �\ \ �\ � � W 8. BETWEEN TRUSSES AT BEARING, PROVIDE SOLID BLOCK- TRUSS ENGINEER AND/OR MANUFACTURER \ i ING (WITH VENT HOLES AT EXTERIOR WALLS). AT EACH \ / Z END OF EACH TRUSS INSTALL SIMPSON H2.5(VERIFY) \ TO TOP PLATE, OR OTHER TRUSS, UNLESS TRUSS IS ON W \ W HANGERS. I IL\ i 9. PROVIDE A BUILT-UP OR SOLID WOOD COLUMN BENEATH y THE BEARING OF ALL GIRDER TRUSSES, ROOF BEAMS 1 AND FLOOR BEAMS. I — Z I 4 10. ALIGN STUD WALL FRAMING WITH SUPPORTED TRUSSES, RAFTERS AND JOISTS UNLESS NOTED OTHERWISE. 01 L S N N 11. PROVIDE CONTINUOUS RIDGE VENT. — — — — — — 12. SEE PLANS FOR HEADER SIZES. 6 13. ATTIC ACCESS NOTE: PROVIDE MIN.22"x 30"ACCESS EDGE OF VAULTED FAMILY (p 0 L _ _ \Q PANEL. SEE FLOOR PLANS FOR LOCATIONS. ------------- -- s s i \ m W >�+ 14. SEE PLANS FOR ROOF VENTING CALCULATIONS. i \ ---- \ p 0 L Z 15. ALL EXTERIOR COLUMNS TO BE P.T. HF#2 MINIMUM UN- i \ W W LESS NOTED OTHERWISE. \ W W \ * c0 0 16, TRUSSES WITH BOTTOM CHORD SLOFE OF 2112 OR LESS \ i WITH 30" HEADROOM ABOVE TO BE DESIGNED WITH 20 PSF LIVE LOAD ON BOTTOM CHORD. Li 114 17, TRUSSES SHALL BE BRACED PER REQUIREMENTS OF THE W p TRUSS SUPPLIER OR IN ACCORDANCE WITH BUILDING �\ 1A; \\G� d) COMPLIANCE WITH SAFETY INFORMATION (BSCI-03)GUIDE WILL L TO PRACTICE FOR HANDLING AND INSTALLING AND BRAC- t / \ L ING OF METAL PLATE-CONNECTED WOOD TRUSSES \ \\ \ 12 m \ \ \ \ SEE NOTE 02 L \ = SEE NOTE 4 F m I (� Id NOTE: NOTCH FOR 2x4 LEDGER ATTACHED TO L FACE OF HOUSE (AFTER \ — — SEE OTE "I I' 6" SHEATHING IS INSTALLED) I, 6„ cn Z \ 2x4 02 PLACES TYP. (VERIFY) • \ I � O al \ I cp 1 TRUSS PiRO�ILE 10 16 SEO NOT »IO I SCALE: 1/4" = I'-O" - — I O ROOF FfRAMING i=L4N 3-CAfR GAfRAGE OPTION SCALE: 1/4" = I'-O" SCALE: 1/4" = f-O" MAR Qz 101p TRUSS 4 W/F U ROSARIO CLIPS FOR — — — — — HIP ROOF — — — — — — — — 12 — — — — — — 4 — — — — — — — — — — — — --- — — — — — — — — — — — — — — — TRUSS 02 4 TRUSS #2 ROOF FRAMING PLAN 2 2 12 2 COASTAL 2 9'-4V4' t:: 18'-8�" 5h" I'-6" JOB NO.: ROSARIO 40'-0" 19-5 DESIGNED: LG DRAWN: TP TfRUSS FROFILE #2 4 #4 TIRUSS PfROPILE #4 DATE: 11/03/2017 SCALE: 1/4" = 1'-0" SCALE: 1/4" = I'-O" SHEET A-4 . 1 ENG'D GIRDER 7RU5 L ANDED GENTRY ENG'D MONO-TRUSSES 6 24" O,C, — ENG'D TRU55ES A 24" O,C, Ii OMES AND COMMUNIT IFS ENG'D GIRDER TRUSS REVISIONS BY: ENG'D MONO-TRUSSES 24" O,G, 12 2 - 26 - IS JR 4 5/4x8 5152E FASCIA 5/S" GYP. BD. 2x4 STUDS m 16" O,G. W/ 1/2" GYP, BD, 3/4" 7 4 G SUBFLOOR EA. SIDE (TYPJ (VERIFY TYPE) ON 2x4 LEDGER ATTACHED 2x6 STUDS ® 16" O,C, 2x12 FLOOR JOISTS, TO WALL SHEATHING GRADE 4 SPACING 2x12 BLOCKING FOR TRUSS SUPPORT 12 4 PER PLAN (2 TYPICAL - VERIFY) 12 a8 1/2 GYP, BD. 2x4 STUDS Q BEAM PER PLAN ENG'D MONO-TRUSS ROOF ABOVE GARAGE DOOR 16" O,C, W/ 5/0" TYPE 'X' GYP. BD, 5/5" TYPE 'X' GYP. BD. 2x6 STUD5 6 16" O,C, 1/2" GYP, BD. _� I/2" HIGH-DENSITY OR 5/8" TYPE 'X' HIGH-DENSITY OR 5/8" TYPE 'X' J EA, SIDE (TYP � GYP, SD. g GARAGE BEARING WALLS GYP, BD. g GARAGE BEARING WALLS 3/4" T 4 G SUBFLOOR (VERIFY TYPE) ON 2XIO HF*2 FLOOR JOISTS g No O,C, 4" CONC, SLAB PER 4" CONC, SLAB PER 2x6 5TUD5 16" O,C. FOUNDATION PLAN, FOUNDATION PLAN, TO SLOPE 1/0" PLF MIN. 2x6 STUDS ,w 16" O,G, TO SLOPE 115" PLF MIN, 4" PERFORATED TOWARDS GARAGE DOOR TOWARDS GARAGE DOOR DRAIN III=11� ' _ ' III=1 - III= 6 CONC, FDN. WALL 6 CONC, FDN. WALL o PER FOUNDATION PLAN PER FOUNDATION PLAN 111=11r_7 III=1 III=11� 6 MIL, VAPOR BARRIER III= III=11� III= 4x8 DF-L°2 ON 4x4 P087 ON THROUGH-OUT CRAWLSPACE 16" x 8" CON(, FOOTING 16" x 8" GONG. FOOTING '300 FELT (OR EQJ ON CONC, PER FOUNDATION PLAN PER FOUNDATION PLAN PAD FOOTING PER FDN, PLAN SECTION a GARAGE 3-C:AR GzARAGE• OFTIONO GONG. FOOTING BELOW POST PER FOUNDATION PLAN SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" V � ENG'D TRUSSES IT24" O,G, ENG'D GIRDER TRUSS W/ SCISSOR ENG'D GIRDER TRUSS ENG'D 5CI550R TRUSSES 6 24" O,G. ENG'D MONO-TRUSS 24" O,C,-- 12 -- -- _ -- ENG'D TRUSSES w 24" O,C, 4 2x4 VENTED BLKG, T 2x6 STUDS g 16" O.G, 5/&" GYP, BD, 2x6 STUDS 9 16" O,G, I - I 2x4 STUDS a 3/4" T 4 G 5UBFLOOR P,T, 6x6 P057 WRAPPED ENG'D MONO-TRUSSES o 24" O,C, 16" O,C, W/ Q' (VERIFY TYPE) ON PER BUILDER 1/2 GYP, BD. 12 FLOOR JOISTS, EA, SIDE (TYPJ GRADE 4 SPACING PER PLAN I I P.T. 2xS DECK JOISTS g 16" O,C, I I U I I 6x8 BE <NEL PLAN 1/2" GYP, BEAM PER PLAN 1/2" BLA SOFFIT (VERIFY) 2x4 STUDS m 2x6 STUDS -0 16" O,C, ROSARI 16 O,C. W/ B 2x6 STUDS 0 16" O,C, -- _ le I/2" GYP, D. I I EA. SIDE (TYPJ P 6x POST WRAPPED 6 PEER BUILDER P,T, 05T PER BUILDING II 3/4" T 4 G SUBFLOOR (VERIFY TYPE) I I 4 CONC, SLAB ON 2x10 HF•2 FLOOR JOISTS m 16 O,C, I SECTION 4 GONG, SLAB PER FDN, PLAN =u� PER FDN, PLAN COASTAL 2 SI Wj�=_ JOB NO.: ROSARIO D D J D D D ° D III=III III=11� III=11� III=11 4x8 DF-L*2 ON 4x4 POST ON 6 MIL. VAPOR BARRIER 6" CONC. FIDN. WALL DESIGNED: LG 90" FELT (OR EQJ ON CON(, THROUGH-OUT CRAWLSPACE PER FOUNDATION PLAN DRAWN: TP PAD FOOTING PER FDN, PLAN 4" PERFORATED DATE: 11/03/2017 CONC.F FOOTING BELOW POST 5ECTIO*::: I ^ ENTRY/F-LEX/KITCHE I/DINI* IG DRAIN SHEET PER FOUNDATION PLAN �J I I� (�V I I I� I� 16" x 8" CONC. FOOTING SCALE: 114" = I'-011 PER FOUNDATION PLAN A 5 12 ROOF PITCH PER PLAN LANDED v 2x4 VENTED BLOCKING 1. A N D E D G E N T R Y HOMES AND COMMUNITIES 5/4x6 6152E CEDAR OR PRIMED — 5/8" TYPE "X" GYP, BOARD SPRUCE FASCIA (VERIFY W/ BUILDER) SIDING PER ELEVATION (2)2x6 TOP PLATE WALL SHEATHING HEADER SEE STRUC. CAULKING R-10 INSULATION METAL'Z'FLASHING VINYL WINDOW FRAME 1/2" GYP, BOARD 2X6 WINDOW TRIM WINDOW FLANG WINDOW FLANGE IN 5/4"WINDOW TRIM @ FRONT& BACK ELEVATIONS ONLY(VERIFY) 3/4" T 4 G PLYWOOD OR OSB SHEATHING (VERIFY) ON 2x12 FLOOR JOISTS (GRADE VINYL WINDOW FRAME 2x6 PLATE 4 SPACING PER PLAN) WALL SHEATHING 2x12 RIM JOIST (VERIFY W/ BUILDER) STUD WALL (2)2x6 70P PLATE SIDING OR BATTS I/2" GYP, BOARD WINDOW HEADER WINDOW SILL SCALE 3" = 1'-01, SCALE 3" = 1'-0" 2x6 STUDS w 16" O.G. I/2" GYP, BOARD 1/2" PLYWOOD OR OSB SHEATHING (VERIFY W/ BUILDER) W/ SIDING PER ELEVATIONS WINDOW WEATHER STRIPPING 1. INSTALL BUILDING WRAP PER MANUFACTURERS 2x6 PLATE INSTRUCTIONS WRAPPING INTO OPENING. 2. INSTALL 6"SELF ADHESIVE FLASHING TAPE AT SILL 2x10 RIM JOIST (VERIFY W/ BUILDER) BENDING INTO OPENING 2-1/2"OVER 450 BOTTOM 3/4" T 4 G PLYWOOD OR OSB SHEATHING CORNER PIECES OR PLASTIC CORNERS. F.T. 2x6 PLATE W/ 1/2" DIA, x 10" (VERIFY) ON 2x10 FLOOR JOISTS (GRADE 3. INSTALL WINDOW PER MANUFACTURERS ANCHOR BOLT 4 3"x3"A/4" PLATE 4 SPACING PER PLAN) RECOMMENDATIONS&BEDDED IN CAULK. WASHER 48" O,C, 4. INSTALL 4"WIDE SELF ADHESIVE FLASHING TAPE OVER JAMB FLANGE EXTENDING PAST HEAD MIN, f 2 1/2"&OVER SILL TAPE. 6" GONGR£7£ FOUNDATION WALL ,1 5. INSTALL 4"WIDE SELF ADHESIVE FLASHING TAPE REBAR PER 04,1DN. PLAN, R402(&), 1 4Ll OVER HEAD FLANGE LAPPING OVER JAMB TAPES. RC TABLES TALLER - N 48,, USE FOR SPLICE) CE) BEAM ON 4x4 POST ) O w FDN, WALLS TALLER THAN 48 U5E "4 = _ _ SPLICE) ON 90" FELT COR SIMJ ON 6. INSTALL WALL BATTS OR SIDING AND VERT, REBAR W/ 3" HOOK INTO FTG w ' _ % = PAD F7G. PER FOUNDATION PLAN ; , • _ WINDOW TRIM. INSTALL METAL"Z"FLASHING OVER ° 48' O.G. TOP OF TRIM.* 7. CAULK BOTTOM, SIDE,&HEAD TRIM TO WINDOW FRAME I6" x 8" CONCRETE FOOTING W/ AND SIDING. 4" PERFORATED DRAIN IN V J REBAR PER FDN. PLAN 4 R403.1.3,1 FLASHING TO BE UNDER BUILDING PAPER CONTINUING FREE-DRAINING GRAVEL BASE UPWARD. TYPICAL WALL DETAIL SCALE: 1/2" = 1'-011 a SEE A5.1 FOR HEADER DETAILS rn SEEA5.1 FLOOR SHEATHING FOR HEADER DETAILS SIMPSONA35 iA @ 48"O.C. 10" MIN. 3/4"PLYWOOD RISERS w 2 X TREADS WITH (2) 16d RING-SHANK 0 0 NAILS AT EACH STAIR 0 z 3/4" PLYWOOD RISERS STRINGER w WITH(2) 16d RING- MAR B 2 20V 00 3 SHANK NAILS @ EACH o STAIR STRINGER WOOD BEAM p m —rF2X TREADS 2"x12"STRINGER ROSARIO 2 X STRINGERS 3-16d NAILS NOTE: SEE FLOOR PLAN FOR RISER HEIGHT 7 3/4" MAX. SIMPSON H5'S AT 32" AND TREAD WIDTH 10"MIN. LENGTH (TYPICAL). 2"x4" 16"o.c. STUDS O.C.,STUD TO STRINGER NOSING PROJECTION SHALL NOT BE LESS THAN 77 WALL DETAILS 3/4"AND NOT MORE THAN 1 1/4" 9'-1 1/8" TYPICAL WALL 8'-1 1/8" TYPICAL WALL � STAIR DETAIL STAIR DETAIL SCALE 1/2"=l'-0" TYPICAL MAIN LEVEL SCALE 112"=V-0" TYPICAL UPPER LEVEL N.T.S. � N.T.S. Job No.: ROSARIO DESIGNED: LG DRAWN: JR DATE: 12/22/2017 SHEET A- 5 . 2 FALSE BEAM PER BLDR, i s 2xlO TRIM BOARD W/ 1/2" CHAMFER ID TOP EDGE 2x TRIM W/ 1/2" (SEE DETAIL "A") SHEATHINGI2 LANDED GENTRY CHAMFER 70P EDGE PER PLAN 5/4x8 6I62E PRIMED SPRUCE 4 I1 O M E S AND COMMUNITIES BARGE BOARD W/ Ix4 TRIM SIDING PER 9 TOP EDGE (TYP.) REVISIONS BY: PLAN ® J� 2 - 27 - 18 AR DETAIL UPPER FLOOR PLT, NGT._ - - - - SCALE: 3/4" = ELEVATION NOTES: I'-O" VARYING 4 COMPLIMENTARY COLORS COMPOSITION ROOFING WILL BE USED FOR THE TRIM AND THE BLANK PANEL SIDING W/ (VERIFY TYPE 4 COLOR DIFFERENT BUILDING MATERIALS ON Ix2 BATTENS m 16 O.C. W/ BUILDER) THE FRONT ELEVATION JA (VERIFY W/ BUILDER) WHEREVERINSTALL A SILL 5/4x 8 SIS2E PRIMED BRICK VENEER 18IN ONE/ INSTALLED / SPRUCE FASCIA Al 5 CONT. PAINTED METAL GUTTER (TYPICAL) UPPER FLOOR LEVEL Q MAIN FLOOR PLT. NGT. - - - - - - - - 5/4xro DOOR/WDW. TRIM 5/4x4 CORNER TRIM o TOP: 5/4x4 DOOR/WIDW. gd TRIM g SI BACK ❑❑❑ ® ® ® ® ® ® ® ® v FRONT 4 BACK ELEVS. MASTIC-APPLIED STONE ONLY) VENEER (VERIFY TYPE TTL 00ED 0ED0 � 4 COLOR W/ BLDR.) RM � �T o o MAIN FLOOR LEVEL - - © � M O D -SLAB- 9 GARAGE DOOR FRONT ELEVATION - C0,46TAL 2 SCALE: 1/4" = I'-O" GLAZING io AT FRONT ELEVATION: 1-13.34 S.F. = 42,69o IN - . R iz j r v f n Aw ra n.. rr BUILDING HEIGHT - - - - - - - - - - - --r - - - - - - - - - - - - - - - - 4 — — — — — —— — 'stiC _ , . i 0❑LAP SIDING (VERIFY TYPE ❑0 - 4 EXPOSURE W/ BUILDER) - - 12 N / 4 - - -- ONAL PATIO ROOF ROSARIO - - - - o 0 - APPROXIMATE ELEVATIONS _ O COA TARIGINAL GRADE FRONT & RIGHT - - - _ AVERAGE ORIGINAL GRADE - - - - - - - - - 3-CAR GARAGE OPTIONAL DOOR JOB NO.: ROSARIO (VERIFY W/ BLDR.) DESIGNED: LG DRAWN: JR/TP RIGHT ELEVATION - COP45TAL 2 DATE: 11/03/2017 SCALE: I/4" = 1'-0" SHEET A-601 �s LANDED GENTRY _ - - HOMES AND COMMUNITIES - _ REVISIONS BY: -_ - - - - -- - - - -- 2 - 27 - IS JR OPTIONAL PATIO ROOF -NE 5ACK ELEVATION - COA8TAL 2 SCALE: 1/4" = V-O" k.. 12 -. OPTIONAL TIO ROOF ROSARIO -- - ELEVATIONS BACK & LEFT COASTAL 2 LEFT ELEVATION - COA&TAL 2 3-CAR GARAGE SCALE: 1/4" = V-O" JOB NO.: ROSARIO DESIGNED: LG DRAWN: TP DATE: 11/03/2017 SHEET A-62 GENERAL NOTES : PLUMBIN�x ICONTID�: �= �l _ l: 108, HOSE BIBBS SHALL BE PROTECTED BY AN APPROVED NON-REMOVABLE TYPE BACKFLOW PREVENTION DEVICE FLOOR FRAMING CCONT'J./J PER IRC CHAPTER 29 = SITE PREPARATION: 109, ALL PLUMBING FIXTURES, INCLUDING TOILETS, SHALL BE CAULKED OR SEALED AT THEIR BASE I UPC SEC. 401.2 1 LANDED GENTRY 1. BEFORE STARTING ANY SITEWORK CALL 1-800-424-5555 TO HAVE UNDERGROUND UTILITIES LOCATED 53, JOISTS, RAFTERS AND TRUSSES MUST BE SUPPORTED TO PREVENT ROTATION BY INSTALLING SOLID BLOCKING AT EACH 110, ALL WATER LINES TO BE PROTECTED FROM FREEZING, IF WATER LINES ARE NOT LOCATED COMPLETELY BETWEEN BEARING POINT OR AS REQ'D BY MANUFACTURER I IRC SEC, 502.1 1 HEATED SPACE AND INSULATION PROVIDE MIN. R-3 INSULATION WHERE REQUIRED TO ASSURE PIPES ARE PROEEC- II O M E S AND COMMUNITIES 2, ALL STUMPS AND ROOTS SHALL BE REMOVED FROM THE GROUND TO A DEPTH OF 12" IN THE AREA OCCUPIED BY THE TED FROM FREEZING BUILDING. NO EXCAVATED MATERIAL IS TO BE USED FOR BACKFILL UNDER ANY CONCRETE WITHOUT APPROVAL OF THE 54. BEARING PARTITIONS PERPENDICULAR TO JOISTS MUST NOT BE OFFSET FROM SUPPORT BY MORE THAN THE DEPTH OF BUILDING OFFICIAL. ALL FILL UNDER CONCRETE TO BE STRUCTURAL AND SHALL BE COMPACTED TO 95% THE JOISTS. AT MINIMUM DOUBLE JOISTS SIDES OF BEAMS MUST BE SUPPORTED BYR JOIST QHANGRS OR PARALLELD UNDER BEARING STRIPS r IRC SEC,, 502,4;ISTS FRAMED INTO MECHANICAL: BEAMS AND JOISTS: 55. IN FLOOR CONSTRUCTION JOISTS AND BEAMS MUST HAVE NO LESS THAN 1 1/2" OF BEARING ON WOOD OR METAL AND NO 121, NO MECHANICAL SYSTEM OR EQUIPMENT REGULATED BY THIS CODE MAY BE CONNECTED TO FUEL SOURCE UNTIL LESS THAN 3" BEARING ON CONCRETE I IRC SEC. 502.E I APPROVED BY THE BUILDING OFFICIAL I IRC SEC. III,I / NFPA 5411,1,1 1 21, DIMENSIONAL LUMBER TO BE HEM-FIR 02 TYP. (U.N.O.). UNLESS NOTED OTHERWISE USE 4x6 HFM2 HEADER IN EXTERIOR WALLS ABOVE DOORS AND WINDOWS (SEE DETAIL 'G' ON SHEET A5.1). NOTE: HEARTWOOD BEAMS ARE NOT TO BE USED 56. ALL PLYWOOD OR OSS SUBFLOORING IS TO BE GLUED TO THE SUPPORTING FRAMING MEMBERS. GLUE IS TO BE APPLIED W/ 4x DEPTH. BEAMS AND HEADERS TO HAVE 1 1/2" MIN, BEARING TYP. U.N.O. BEAMS SHOWN ARE MINIMUM REQ'D OR IN STRICT CONFORMANCE WITH MANUFACTURERS DIRECTIONS 122. GAS PIPING SHALL B£ TESTED AT A UPPER RANGE OF NOT MORE THAN 5 TIMES S PRESSURE THE TEST PRESSURE 3 PSI. GAUGES USED FOR TESTING MUST HAVE AN SURE [ IRC SEC. G2411,4.1 / NFPA 54 I BETTER-SIZE AND GRADE MAY BE INCREASED PER BUILDER'S DISCRETION, CHANGES TO PLAN MADE DURING CON- STRUCTION SHOULD BE VERIFIED W/ DESIGNER SINCE ALL STRUCTURAL MEMBERS ARE SIZED FOR THEIR SPECIFIC ROOF FRAMING: 123, CLOTHES DRYER DUCTS SHALL BE CONSTRUCTED OF MINIMUM 0.016" THICK RIGID METAL HAVING SMOOTH INTER- LOCATION t LOADS IOR FINISHES WITH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. NO SCREWS SHALL BE USED. TRANSITION DUCTS SHALL NOT BE CONCEALED WITHIN CONSTRUCTION AND BE NO MORE THAN 12" IN LENGTH. DUCT SIZE MIN. 22. WOOD JOISTS CLOSER THAN 18" OR WOOD BEAMS CLOSER THAN 12" TO THE GROUND MUST BE OF TREATED WOOD OR 61, PLYWOOD ROOF SHEATHING IF EXPOSED ON THE UNDERSIDE MUST BE EXTERIOR GRADE AND IDENTIFIED AS EXPOSURE 1 4" DIAMETER (OR AS REQ'D BY DRYER LISTING t PER MANUFACTURER INSTALLATION INSTRUCTIONS), DUCT SHALL WOOD OF NATURAL RESISTANCE TO DECAY I IRC SEC, 311,1 1 I IRC SEC, 803.2.1,1 1 TERMINATE AT OUTSIDE OF BUILDING WITH TERMINATION PER DRYER MFR. SPECIFICATIONS, TERMINATE MIN. 3 FEET FROM ANY OPENINGS INTO BUILDING. DUCT SHALL HAVE BACKDRAFT DAMPER AND SHALL NOT BE SCREENED, 23, ALL WOOD IN CONTACT WITH CONCRETE, MASONRY OR EARTH MUST BE PRESSURE-TREATED WOOD OR FOUNDATION- 62, ENCLOSED ATTIC t RAFTER SPACES MUST HAVE GROSS-VENTILATION FOR EACH SEPARATE SPACE BY VENT OPENINGS MAXIMIM DUCT LENGTH SHALL BE 35 FEET AND SHALL BE REDUCED IN ACCORDANCE WITH IRC TABLE G2439.5.5.1. GRADE CEDAR OR REDWOOD AND MARKED BY AN APPROVED AGENCY, CUT ENDS OF TREATED POSTS MUST BE PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT OF OTHER SYSTEMS RE-TREATED OR BE PROVIDED WITH PROTECTION FROM CONTACT WITH CONCRETE I IRC SEC. 311.1 1 THAN 1/150 OF THE AREA OF THE SPACE VENTILATED EXCEPT THAT REDUCTION OF THE TOTAL AREA TO 1/300 IS PER- MITTED PROVIDED THAT AT LEAST 50% AND NOT MORE THAN 80% OF THE REQ'D VENTILATING AREA IS PROVIDED BY 124, WHOLE-HOUSE EXHAUST FAN (IF REQUIRED) TO HAVE A SONE RATING OF 1,5 OR LESS t BE WIRED TO A TIMER OR 24. PRESSURE-TREATED WOOD SHALL BE USED FOR THOSE PORTIONS OF WOOD MEMBERS WHICH FORM THE STRUCTURAL VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABV. THE EAVE OR DEHUMIDISTAT. VERIFY PROPER INSTALLATION OF BAFFLES TO MAINTAIN REQUIRED VENT OPENINGS IN CEILING. IF SUPPORT OF BUILDINGS, BALCONIES, PORCHES, ETC. WHEN SUCH MEMBERS ARE EXPOSED TO THE WEATHER WITHOUT CORNICE VENTS I IRC SEC. 806,2 L THE OPENINGS MUST BE COVERED WITH A CORROSION-RESISTANT 1/4" MESH SCREEN FRESH AIR SYSTEM IS INSTALLED CONNECT TO RETURN AIR WITHIN FOUR FEET OF THE AIR HANDLING UNIT. PROVIDE ADEQUATE PROTECTION FROM A ROOF, EAVE, OVERHANG OR OTHER COVERING, SUCH MEMBERS MAY INCLUDE OUTDOOR INTAKE DUCT WITH DAMPER TO LIMIT AIR FLOW 70 145 CFM UNDER NORMAL OPERATING CONDITIONS, BEAMS, JOISTS a DECKING, POSTS, POLES < COLUMNS I IRC SEC, 311.13 1 63, AN INSULATION DAM MUST BE PROVIDED AT THE ATTIC ACCESS OPNG, WHEN USING BLOWN-IN INSULATION UNDERCUT INTERIOR DOORS TO ALLOW AIR MOVEMENT 25, ENDS OF BEAMS ENTERING CONCRETE OR MASONRY WALLS SHALL BE PROVIDED WiTH A MINIMUM AIR SPACE OF 1/2" 64. TRUSSES MUST BE DESIGNED BY A REGISTERED DESIGN PROFESSIONAL IN ACCORDANCE WITH ANSI/TPI 1 STANDARDS 125, EXHAUST FAN LOCATIONS t SIZES REQUIRED TO COMPLY WITH THE WASHINGTON STATE VENTILATION t INDOOR AIR AT TOPS, SIDES AND ENDS I IRC SEC, 311.1 I I IRC SEC, 802,10,2 I QUALITY (VIAQ) CODE ARE AS FOLLOWS: KITCHEN: MOO CFM (RANGE HOOD ACCEPTABLE) 26. STRUCTURAL EXTERIOR POSTS, BEAMS, JOISTS AND DECKING TO BE CEDAR OR TREATED MATERIAL I IRC SEC, 311 I 65. TRUSS BRACING MUST BE PROVIDED TO PREVENT LATERAL ROTATION AND PROVIDE LATERAL STABILITY IN ACCOR- LAUNDRY: 50 CFM MIN, DANCE WITH THE INDIVIDUAL TRUSS DESIGN DRAWINGS I IRC SEC, 802.10.3 1 BATHROOMS: 50 CFM MIN, 21. FASTENERS FOR PRESSURE-TREATED AND FIRE-RETARDANT WOOD MUST BE OF HOT-DIPPED GALVANIZED STEEL, STAIN- NOTE: ALL EXHAUST FANS ON 20-MINUTE TIMER. EXHAUST FANS TO VENT TO OUTSIDE AIR NO CLOSER THAN 3 FEET LESS STEEL OR COPPER (EXCEPTION: 1/2" DIA, OR GREATER STEEL BOLTS) I IRC SEC. 311.3,1 ] 66. TRUSS MEMBERS MUST NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE FROM ANY OPENING APPROVAL OF A REGISTERED DESIGN PROFESSIONAL. ALTERATIONS RESULTING IN THE ADDITION OF LOADS THAT 28, PORTIONS OF GLUE-LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE EXCEED THE DESIGN LOAD FOR THE TRUSS WILL NOT BE PERMITTED WITHOUT VERIFICATION THAT THE TRUSS IS CAPA- 126. ALL GAS COMBUSTION APPLIANCES (EXCEPT KITCHEN RANGE t CLOTHES DRYER) TO HAVE COMBUSTION AIR DUCTED AND ARE EXPOSED TO THE WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING BLE OF SUPPORTING SUCH ADDITIONAL LOADING I IRC SEC, 802,10,4 I DIRECTLY TO THEM SHALL BE PRESSURE-TREATED WITH PRESERVATIVE OR BE MANUFACTURED FROM NATURAL DURABLE WOOD I IRC SEC. 311I,5 1 61. TRUSS BOTTOM CHORDS SHALL BE DESIGNED FOR LOAD WHERE CONDITIONS IN TABLE R301.5 ARE PRESENT (TRUSS WASHINGTON STATE ENERGY CODE COMPLIANCE: ENGINEER AND/OR MANUFACTURER TO VERIFY) WALL FRAMING: (IN GENERAL MIN. REQ'MENTS PER IRC CHAPTER 6, AS DEFINED HEREIN OR SHOWN ON DRAWINGS) EXTERIOR SHELL: 131. COMPLIANCE DATA FOR THE 2015 WASHINGTON STATE ENERGY CODE t IRC CHAPTER it IS AS FOLLOWS: 31, FRAME MAIN FLOOR EXTERIOR WALLS W/ 104 5/8" 2x6 STUDS m 16" O.C. TYPICAL, FRAME UPPER FLOOR EXTERIOR WALLS FLOOR: R-30 W/ 92 5/8" 2x6 STUDS ® 16" O.C. TYP. (VERIFY EXTERIOR SHEATHING TYPE W/ BUILDER). FRAME MAIN FLOOR INTERIOR WALLS: R-21 WALLS W/ 102 5/8" 2x STUDS (PER PLAN) 6 16" O.G. W/ In" GYPSUM WALLBOARD BOTH SIDES TYPICAL UNLESS NOTED -11. FLASH AND COUNTER-FLASH ALL EXTERIOR OPENINGS AS REQUIRED TO MAKE THEM WEATHERPROOF. INSTALLATION FLAT CEILING: R-49 (R-38 ALLOWED IF INSULATION DEPTH MAINTAINED TO OUTSIDE FACE OF EXTERIOR WALL) OTHERWISE BY BUILDER. FRAME UPPER FLOOR INTERIOR WALLS W/ 92 5/8" 2x4 STUDS tv IFi" O.C. W/ 1/2" GWB BOTH SIDES INSTRUCTIONS SHALL BE PROVIDED FOR EACH WINDOW BY THE MANUFACTURER VAULTED CEILING: R-38 TYP. (U.N.O.). FRAME GARAGE WALLS W/ 104 5/8" 2x STUDS (PR PLAN) O I6" O.C. ANGLED WALLS TO BE 45 DEGREES DOORS: U-.200 MAXIMUM (VERIFY WEATHERSTRIP IS INSTALLED) TYP, UNLESS NOTED OTHERWISE 12, ALL EXTERIOR TRIM AND SIDING JOINTS TO BE AS SHOWN ON THE ELEVATIONS. WHERE TWO BOARDS BUTT ENE TO END, WINDOWS: U=.400 MAX. SIDING OR TRIM PROVIDE A 15-DEGREE (MINIMUM) BEVEL ON ENDS OF JOINING BOARDS. FLASH CONTINUOUS ABOVE SKYLIGHTS: U=.550 MAX, 32, STUDS PARTITIONS CONTAINING PLUMBING, HEATING OR OTHER PIPES SHALL BE SO FRAMED AND THE JOIST BELOW SO ALL PROJECTING WOOD TRIM I IRC SEC, 103,8 1 WATER LINES IN UNHEATED AREAS TO BE INSULATED TO R-3, HEAT DUCTS TO BE R-8 MIN, t EXHAUST DUCTS MIN. R-4 SPACED AS TO GIVE PROPER CLEARANCE FOR THE PIPING. WHERE A PARTITION CONTAINING SUCH PIPING RUNS (SEAL JOINTS, CORNERS AND BOOTS). VERIFY INSULATION IS INSTALLED BEHIND PARTITIONS, IN CORNERS, FITTED PARALLEL TO THE FLOOR JOISTS THE JOISTS UNDERNEATH SUCH PARTITION SHALL BE DOUBLED AND SPACED TO PERM f�IT S A FET I1�: AROUND WIRING t PIPES AND IN SPACES BEHIND BATHTUBS t SHOWERS. INSULATE ALL ACCESS DOORS/HATCHES TO PASSAGE OF SUCH PIPES AND SHALL BE BRIDGED, WHERE PLUMBING, HEATING OR OTHER PIPES ARE PLACED IN OR CRAWLSPACES/ATTICS TO THE EQUIVALENT RATING OF THE INSULATED FLOOR, WALL OR CEILING THROUGH WHICH THEY PARTLY IN A PARTITION NECESSITATING THE CUTTING OR SOLES OR PLATES A METAL TIE NOT LESS THAN 1/8 THICK < PENETRATE t INSTALL WEATHERSTRIP TO MINIMIZE AIR LEAKAGE, SEAL OPENINGS AROUND INTERIOR PLUMBING PIPES 1 1/2" WIDE SHALL BE FASTENED TO THE PLATE ACROSS AND TO EACH SIDE OF THE OPENING WITH NOT LESS THAN (8)16d 81. EVERY DWELLING MUST HAVE ITS ADDRESS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET I IRC SEC. 319,1 I ® EXTERIOR WALLS. REFER TO 2015 WSEC CHAPTER 4 FOR VERIFICATION OF INSULATION VALUES (CHECK WITH BUILD- NAILS EA. SIDE I R602,6.1 ] ING DEPARTMENT OF JURISDICTION FOR ADDITIONAL INSULATION REQUIREMENTS THAT EXCEED THE 2015 WSEC) 82, EVERY BASEMENT, HABITABLE ATTIC AND EVERY SLEEPING ROOM MUST HAVE AT LEAST ONE OPERABLE WINDOW 33, DOORS THAT ARE NOT DIMENSIONED TO HAVE TWO STUDS (3") BETWEEN R.O. AND NEAREST WALL OR EXTERIOR DOOR APPROVED FOR EMERGENCY EGRESS OR RESCUE. WINDOWS MUST ✓";AVE A MIN. NET CLEAR 132. INSULATION TO FILL ALL EXTERIOR WALL CAVITIES-DO NOT COMPRESSI CUT TO FIT AROUND PIPES, WIRES t OUTLET OPENING OF 5.1 SQUARE FEET (5.0 S.F. IF LOCATED ON GRADE FLOOR), A MIN. NET FREE OPENING HEIGHT OF 24" BOXES. RECESSED FIXTURES IN EXTERIOR WALLS TO HAVE MIN, R-5 INSULATION BEHIND THEM 34, INSTALL 2x6 BACKING FOR TOWEL BARS BETWEEN STUDS CENTERED 48" A.F.F, AND A MIN. NET CLEAR OPENING WIDTH OF 20 INCHES, FINISHED SILL HEIGHT MAY NOT BE MORE THAN 44" ABV, THE FLOOR. ESCAPE WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF KEYS, TOOLS OR 133. BLOWN-IN ATTIC INSULATION TO BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS FOR 35. CRIPPLE WALLS MUST BE FRAMED OF STUDS NOT LESS IN SIZE THAN THE STUDDING ABOVE. WHEN EXCEEDING 4 FEET IN SPECIAL KNOWLEDGE I IRG SEC. 310 1 DENSITY t COVERAGE. PROVIDE VENTILATION BAFFLES IN ATTIC WHERE REQ'D TO MAINTAIN I" AIR SPACE. BAFFLE TO HEIGHT SUCH WALLS MUST BE FRAMED OF STUDS HAVING THE SIZE REQ'D FOR AN ADDITIONAL STORY. CRIPPLE WALLS EXTEND 6" VERTICALLY ABOVE THE BATTS AND 12" VERTICALLY ABV, LOOSE-FILL INSULATION. PROTECT ALL FOAM LESS THAN 14" HIGH MUST BE SHEATHED ON AT LEAST ONE SIDE AND FASTENED TO TOP AND BOTTOM PLATES OR THE 83, ATTIC ACCESS TO BE MINIMUM 22"x30", BE READILY ACCESSIBLE AND MUST HAVE 30" UN055TRUCTED HEADROOM INSULATION WITH METAL, PLASTIC OR PARGING AT BELOW-GRADE CONDITIONS t WHERE EXPOSED ABV. GRADE TO PRE- CRIPPLE WALL WILL HAVE SOLID BLOCKING, CRIPPLE WALLS MUST BE BRACED WITH 159. MORE BRACING THAN AS REQ'D ABOVE I IRC SEC, 8O1 1 I VENT DAMAGE FOR THE WALL ABOVE, WITH WALL PANEL SPACING NOT MORE THAN IS FEET I IRG SECTIONS 602.9 AND 602.10.2 1 84. WHEN WORK IS PERFORMED THAT REQUIRES A PERMIT OR WHEN A SLEEPING ROOM IS CREATED THE ENTIRE BUILDING 134, A ONE-PERM (OR LESS) VAPOR RETARDER (KRAFT PAPER, PVA PAINT, ETC.) IS TO BE INSTALLED ON THE WARM SIDE 36, WOOD COLUMNS MUST BE RESTRAINED TO PREVENT LATERAL DISPLACEMENT I IRG SEC. 401.3 1 MUST BE PROVIDED WITH SMOKE ALARMS. A SMOKE ALARM MUST BE INSTALLED IN EACH SLEEPING ROOM AND OF THE INSULATION OUTSIDE THE SLEEPING ROOM IN THE IMMEDIATE VICINITY, THERE MUST BE AT LEAST ONE SMOKE ALARM ON EVERY 31, ALL TRIMMERS AND HEADERS FRAMING AN OPENING SHALL BE PER IRC TABLES R5O2.5(1) AND R5 1 5(2) OR AT THE MIN. FLOOR LEVEL. ALL SMOKE ALARMS SHALL BE HARDWIRED WITH BATTERY BACKUP AND BE INTERCONNECTED. ALL 135. ALL RECESSED LIGHT FIXTURES IN THE THERMAL ENVELOPE TO BE CERTIFIED UNDER ASTM E-253 AND SO LABELED OR SHALL BE DOUBLED OR LUMBER OF EQUIVALENT CROSS-SECTION AND EA. END SUPPORTED WITH PROPER-SIZED FRAMING ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 211 AND HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF SEAL AROUND THE EXTERIOR IN AN APPROVED MANNER TO BE AIR-TIGHT ANCHORS UNLESS ADEQUATE BEARING PROVIDED THROUGH OTHER MEANS NFPA 12 I IRC SEC, 314 I 136. SOLE PLATE IS TO BE CAULKED OR GLUED TO FLOOR, RIM JOIST BTWN. STORIES TO BE CAULKED/SEALED. ALL HOLES 38, PLACE A VAPOR BARRIER OF TYVEK (OR EQUAL) OVER ALL EXTERIOR WALLS I IRC SEC. 103,21 85, FOR NEW CONSTRUCTION AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE EACH SEPARATE IN BUILDING ENVELOPE TO BE CAULKED/SEALED INCLUDING BUT NOT LIMITED TO ELECTRICAL, PLUMBING t HvAC PENE- SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS WITHIN WHICH FUEL-FIRED APPLIANCES TRATIONS. OUTLETS, SWITCH BOXES AND RECESSED FIXTURES ON EXTERIOR WALLS OR CEILINGS ARE TO BE CAULKED/ 39, WOOD STUD WALLS MUST BE CAPPED WITH A DOUBLE TOP PLATE INSTALL TO PROVIDE OVERLAPPING AT CORNERS AND ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES I IRG SEC, 315 1 SEALED WITH APPROVED SEALANT OR HAVE FOAM FACE GASKETS INSTALLED. ALL RECESSED LIGHTS TO BE IC RATED, INTERSECTIONS WITH BEARING PARTITIONS. END JOINTS MUST BE OFFSET AT LEAST 24 INCHES I IRG SEC. 602,3.2 L SINGLE AIR TIGHT t SEALED TO SURROUNDING GWB. ROUGH OPENING AROUND ALL WINDOWS t DOORS TO BE SEALED/CAULKED TOP-PLATE CONSTRUCTION IS NOT TO BE USED ON THIS PROJECT 86, PORCHES, BALCONIES, RAMPS OR RAISED FLOOR SURFACES LOCATED MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT, OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 131, THE BUILDING OR DWELLING UNIT SHALL BE TESTED t VERIFIED AS HAVING AN AIR LEAKAGE RATE OF NOT EXCEEDING 40. ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE CUT OR NOTCHED TO A DEPTH NOT TO EXCEED 25% 30" ABV. THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT MEASURED ABOVE THE 5 AIR CHANGES PER HOUR. TESTING SHALL BE CONDUCTED WITH A BLOWER DOOR AT A PRESSURE OF 0.2 INCHES W.G. OF ITS WIDTH. STUDS IN NON-SEARING PARTITIONS MAY BE NOTCHED TO A DEPTH NOT TO EXCEED 40% OF A SINGLE NOSING OF THE TREADS. GUARDS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES THAT DO NOT ALLOW (50 PASCALS). WHERE REQUIRED BY THE CODE OFFICIAL, TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD STUD WIDTH, ANY STUD MAY BE BORED OR DRILLED PROVIDED THAT THE DIAMETER OF THE RESULTING HOLE IS NO A SPHERE 4" IN DIAMETER TO PASS I IRC SEC, 3112 L GUARDS MUST BE ABLE TO WITHSTAND LOADS SPECIFIED IN IRC PARTY. A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND GREATER THAN 40% OF THE STUD WIDTH, THE EDGE OF THE HOLE IS NO CLOSER THAN S/8 INCH TO THE EDGE OF THE TABLE R301.5 PROVIDED TO THE CODE OFFICIAL. TESTING SHALL BE PREFORMED AT ANY TIME AFTER CREATION OF ALL PENETRATIONS STUD AND THE HOLE IS NOT LOCATED IN THE SAME SECTION AS A CUT OR NOTCH I IRC FIGURES R602,60) t R602,6(2) 1 OF THE BUILDING THERMAL ENVELOPE. ONCE VISUAL INSPECTION HAS CONFIRMED SEALING (SEE WSEC TABLE R402,4.1.1), TOP PLATES IF NOTCHED OR DRILLED TO MORE THAN 50% OF THEIR WIDTH SHALL HAVE A 16-GAUGE METAL TIE 1 1/2" 81. INSTALL 1/2" GYPSUM WALLBOARD (MIN.) AT GARAGE/HOUSE WALL AND GARAGE BEARING WALLS. INSTALL 5/8" TYPE-X OPERABLE WINDOWS t DOORS MANUFACTURED BY SMALL BUSINESS SHALL BE PERMITTED TO BE SEALED OFF AT THE IN WIDTH INSTALLED PER IRC FIGURE R602.6,1 GYPSUM WALLBOARD AT GARAGE CEILING TYPICAL. INSTALL 20-MINUTE RATED DOOR BETWEEN HOUSE AND GARAGE FRAME PRIOR TO THE TEST I WSEC R402.4,1,2 I EXCEPTIONS: I IRC SEC. 302.E I NOTE: SELF-CLOSING HARDWARE REQ'D BY CODE A. A STUD MAY BE BORED TO A DIAMETER NOT EXCEEDING 50% OF ITS WIDTH PROVIDED THAT SUCH STUDS LOCATED EXTERIOR WALLS OR BEARING PARTITIONS ARE DOUBLED AND THAT NOT MORE THAN TWO SUCCESSIVE STUDS ARE 88, THE FLOOR SURFACE IN A GARAGE SHALL BE NON-COMBUSTIBLE AND SLOPED TOWARD THE MAIN VEHICLE ENTRY DOOR- ABBREVIATIONS: BORED WAY I IRC SEC, 309,1 L AUTOMATIC GARAGE DOOR OPENERS SHALL BE LISTED IN ACCORDANCE WITH UL 325 I IRC SEC. B. APPROVED STUD SHOES MAY BE USED WHEN INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS 309.4 ] o A7 EL, ELEVATION MAX. MAXIMUM SH SINGLE-HUNG I IRC SEC. 602.E I PROVIDE METAL NAIL PLATES IN ALL LOCATIONS WHERE PLUMBING OR WIRING COMES WITHIN I" OF THE EDGE OF ANY STUD 89, BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPART- A.B. ANCHOR BOLT ELEC, ELECTRICAL M.B. MACHINE BOLT (WINDOW) MENTS SHALL BE FINISHED WITH ANON-ABSORBENT SURFACE TO EXTEND TO A HEIGHT NOT LESS THAN 12 ABOVE THE ADD, ADDITION ELEV, ELEVATOR MECH, MECHANICAL SHWR, SHOWER 41, FIRE BLOCKING SHALL BE PROVIDED TO CUT-OFF CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FLOOR I IRG SEC, 301 I ADJ, ADJUSTABLE ENG'R ENGINEERING) MEMB. MEMBRANE SHTH'G SHEATHING FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES AND BETWEEN A TOP-STORY AND THE ROOF SPACE I IRC SEC, 302.11 I ALT, ABOVE FINISH FLOOR EQ. EQUAL MICRO. MICROWAVE S1M, SIMILAR INSTALL FIRE BLOCKING AT: 90, FURNACE SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND THE REQUIRE- ALT. ALTERNATE EQUIP. EQUIPMENT MIN. MINIMUM SPEC. SPECIFICATION A. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS INCLUDING FURRED SPACES t PARALLEL ROW OF STUDS OR MENT8 OF IRC CHAPTERS 13 THROUGH 20 t CHAPTER 24. IF LOCATED IN GARAGE FURNACE AND HOT WATER TANK SHALL ALUM. ALUMINUM EXIT JT. EXPANSION JOINT N.1, METAL S'S SQUARE �� $A, BATH EXIST. EXISTING N,I,C, N07 IN CONTRACT S.S. STAINLESS STEEL STAGGERED-STUDS AS FOLLOWS: BE ELEVATED SO THAT PILOTS, BURNERS, HEATING ELEMENTS AND SWITCHES ARE MIN, 18 ABOVE GARAGE SLAB. STRAP a. VERTICALLY AT THE CEILING AND FLOOR LEVELS HWT TO WALL I IRC SEC. M1301.2 1, PROVIDE OVERFLOW PAN t PIPING AND INSTALL TEMPERATURE t PRESSURE RELIEF 5LDG, BEDROOM EXT. EXTERIOR N.T.S. NOT TO SCALE STD. STANDARD b. HORIZONTALLY AT INTERVALS NOT TO EXCEED 10 FEET: VALVE (W/ PIPE TO EXTERIOR TERMINATION) PER IRG CHAPTER 28. VERIFY PROTECTION FROM IMPACT BY AUTOS E3LKBLDG. BUILDING F.D. FLOOR DRAIN O.G. ON CENTER STO STEEL B. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, 15'0' BLOCKING FIN. FINISH ODWH ON-DEMAND ER WATER STOR. STORAGE ROS ^ ^ I DROP CEILINGS AND COVE CEILINGS: / B.O, BY OWNER F,F, FINISHED FLOOR HEATER STRUCT, STRUCTURAL JHK G, IN CONGEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN: PLUMBING- BOT, BOTTOM FLR. FLOOR O.F.C.L OWNER TO FURNISH, SUSP. SUSPENDED BAP BRACED WALL PANEL FDN, FOUNDATION CONTRACTOR INSTALL T t G TONGUE t GROOVE D, AT OPENINGS AROUND VENTS, PIPES AND DUCTS AT THE CEILING AND FLOOR LEVEL WITH AN APPROVED MATERIAL TO RESIST THE FREE-PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION: 101. NO PLUMBING OR DRAINAGE SYSTEM OR BUILDING SEWER MAY BE COVERED, CONCEALED OR PUT INTO USE UNTIL IT HAS CAB. CABINET F.O.C. FACE OF CONCRETE OH, OVERHANG TEMP. TEMPERED E. FOR SITE-BUILT CHIMNEYS AND FIREPLACES, FIRE BLOCKING MUST BE A MIN, OF I" THICK AND SUPPORTED ON METAL BEEN TESTED, INSPECTED AND APPROVED I UPC SEC. 103,5,13 I GSMT, CASEMENT (WINDOW) F.O.S. FACE OF STUDS O.H. OVERHEAD 7HK. THICKNESS STRIPS OR METAL LATH: CENTERLINE FT, FOOT OR FEET OPNG, OPENING T.O, TOP OF F, FIRE BLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQ'D AT THE LINE OF DWELLING SEPARATION 102. PLUMBING SUPPLY PIPING SHALL BE TESTED WITH WORKING WATER PRESSURE OR, EXCEPT PLASTIC PIPING, 50 PSI AT CLKG. CAULKING F.E. FIRE EXTINGUISHER OPT. OPTIONAL TV TELEVISION PRESSURE I UPC SEC, 609,4 1 CLO, CLOSET FRPLG, FIREPLACE PH PHONE TYP, TYPICAL GENERAL NOTES 42, FIELD-CUT NOTCHES, ENDS AND DRILLED HOLES OF PRESERVATIVE TREATED WOOD SHALL BE TREATED IN FIELD IN ACCORD- CMU CONC. MASONRY UNIT FURN, FURNACE PIG PICTURE (FIXED WDW.) U.N.O. UNLESS NOTED ANCE WITH AWPA MR I IRC SEC, 311,1.1 1 103, PLUMBING DRAINS SHALL BE TESTED WITH WATER FILLED TO THE HIGHEST VENT IN THE SYSTEM OR 5 PSI AIR PRESSURE COL. COLUMN GA, GAUGE P.I.P. CONC. POUR OTHERWISE I UPC SEC. 112,2,3 ] GONG. CONCRETE GALV, GALVANIZED CONCRETE PLACE CONCRETE V,T,O, VENT TO OUTSIDE CONST, CONSTRUCTION G.B. GRAB BAR P. LAM PLASTIC LAMINATE VRT. VERTICAL FLOOR FRAMING: 104. ALL PIPING PASSING UNDER OR THROUGH WALL SHALL BE PROTECTED FROM BREAKAGE, APPROVED PROVISIONS CPT, CARPE70US GLU LAM GRADE MINATED PLAS, PLASTIC PLWD PLYWOOD VEST, VESTIBULE SHALL BE MADE FOR EXPANSION OF HOT WATER PIPING. VOIDS AROUND PIPING PASSING THROUGH CONCRETE FLOORS . JOB No.: ROSARIO ON THE GROUND SHALL BE APPROPRIATELY SEALED [ UPC SEC. 313.1 I G.T. CERAMIC TILE GWB GYPSUM WALLBOARD PR. PAIR W WASHER 51, JOISTS FRAMING INTO THE SIDE OF A WOOD GIRDER SHALL BE SUPPORTED BY APPROVED FRAMINJ ANCHORS OR ON DIA, DIAMETER HB HOSE BIBS P.T. PRESSURE-TREATED W/ WITH DESIGNED: LG LEDGER STRIPS N07 LESS THAN NOMINAL 2" x 2" I IRC SEC, 502.6.2 7 05. HORIZONTAL PIPING SHALL BE SUPPORTED AT SUFFICIENTLY CLOSE INTERVALS TO PREVENT SAGGING. PIPE SUPPORTS D DRYER HDWD, HARDWOOD R RISER WC WATER CLOSET FOR ABS MAY NOT EXCEED 4 FEET ON CENTER [ UPC SECS. 314,5 < 314,5.1 I DBL, DOUBLE HORIZ, HORIZONTAL R.D. ROOF DRAIN WD, WOOD DRAWN: JR DF DOUGLAS FIR HWT HOT WATER TANK REF, REFERENCE WDW, WINDOW 52. ALL JOISTS SHALL BE SUPPORTED LATERALLY AT THE ENDS t OVER SUPPORTS WITH 2 NOMINAL WIDTH BY FULL JOIST D.F, DRINKING FOUNTAIN INSUL, INSULATION REFG. REFRIGERATOR W/O WITHOUT DATE: 10/25/2017 DEPTH SOLID BLOCKING, RIM JOIST, JOIST HANGER OR OTHER APPROVED MEANS. NOTCHES AT THE ENDS OF JOISTS 106. WHIRLPOOL BATHTUBS SHALL BE PROVIDED WITH A REMOVABLE PANEL OF SUFFICIENT DIMENSION TO ACCESS THE PUMP pN. DOWN INT, INTERIOR REQ'D REQUIRED WP WATERPROOF SHALL NOT EXCEED 25% OF THE JOIST'S DEPTH AND BORED HOLES AIRE NOT TO BE WITHIN 2" OF THE TOP OR BOTTOM I IRC CHAPTER 29 ] SHEET DR, DOOR KIT, KITCHEN RM. ROOM W.W,F, WELDED WIRE OF THE JOIST. HOLES ARE NOT TO BE ANY BIGGER THAN 1/3 THE DEPTH OF THE JOIST. HOLES AND NOTCHES MUST NOT DTL, DETAIL JST, JOIST R.O. ROUGH OPENING FABRIC AJ01 BE WITHIN 2 OF EACH OTHER. NOTCHES IN THE TOP OR BOTTOM OF THEJOISTS SHALL NOT EXCEED I/6 THE JOIST DEPTH101, SHOWERS AND LAVATORIES TO HAVE M.5 GALLON PER MINUTE LIMITER. WATER CLOSET SHALL BE 1.8 GALLON/FLUSH MAX. DW DISHWASHER LAV. LAVATORY S t R SHELF t ROD XO SLIDER (WINDOW) AND ARE NOT PERMITTED IN THE MIDDLE THIRD OF THE SPAN I IRG SEC, 502.1 L FOR NOTCHING AND BORING OF MANU- DRWG. DRAWING MATL. MATERIAL S.F. SQUARE FEET FACTURED FLOOR JOISTS REFER TO THE MANUFACTURER'S SPECIFICATIONS AND FOLLOW THEIR RECOMMENDATIONS FULLY EA, EACH HF HEM-FIR SGD SLIDING-GLASS DOOR FOR ATIO LANDED GENTRY TO OF ON [f OMES AND COMMUNITI kS T*-i REVISIONS BY: 2 - 2-1 - 15 JR Lup ELECTRICAL PLAN KEY WALL SCONCE RECESSED CAN CEILING FIXTURE TV/TEL E: Fla - — - — - — - — EYEBALL CAN - Aso SMOKE DETECTOR HANGING 46) EXHAUST FAN/EXHAUST FAN W/LIGHT FIXTURE LIGHT SWITCH 3 WAY LIGHT SWITCH 4 WAY LIGHT SWITCH T Fla Aa9 =E TIMER SWITCH 11 1 WALL OUTLET 120 VOLTS OPT. CLOSET 220 VOLT OUTLET(DRYER&OVEN PLUG) MISSION lllilllllI Ililmon� LD 0 iiiiiiiiiijlllilillill!w0000iI dwp WATER PROOF GROUND FAULT 50 CFM, INTERRUPTER OUTLET 120 VOLTS TO HOOD -4 SD — (MIN,) GROUND FAULT INTERRUPTER RANGE W1 10>0 MOO ------II EX, FAN OUTLET 120 VOLTS COE) TV TEL CFM MICII 0 Q TELEVISION,TELEPHONE ABOVE \Z v AND INTERNET MODULE -� PULL CHAIN LIGHT SWITCH TO DISPOSAL u TO F 4 WALL MOUNTED LIGHT I HARDWIRE OUTLET qI - +40" A r,r, DEDICATED TO NWT DEDICATED TO HWT FREEZER SMOKE DETECTOR(SD)&sDll0V INTERCONNECTED , i�ll 41 cpl FREEZER (TYP. ALL WITH BATTERY BACKUP 0 0 o GARAGE IN OUTLETS) (OPT,) I (OPT,) BID TO INTERIOR ic� GARAGE LIGHTS :1 TVfTEL ID CEILING rIXTUI a — — — — — — — — — — — — — — — — — — — — — — — TO EXTERIOR GARAGE LIGHTS Ki— W 0 2 2018 MAIN FLOOfR ELECTIRICAL I=LAN 3-CAfR GAfRAGE OPTION SCALE: 1/4" = I'-d' SCALE: 1/4" = V-0" ROSARIO NOTE, EXCEPT FOR EXHAUST FANS AND SMOKE DETECTORS, FIXTURE LOCATIONS ARE MAIN FLOOR DESIGNER'S SUGGESTION ONLY (VERIFY ALL FIXTURE TYPES AND LOCATIONS W1 OWNER). EXHAUST FANS TO COMPLY W1 2015 IRC M1503, FAN NOISE NOT TO EXCEED 1.5 BONES m CIA INCHES WATER GAUGE. EXHAUST FANS TO E VENTED ELECTRICAL PLANS BE TO OUTSIDE AIR TYF. VERIFY ANY ADDITIONAL LIGHTING, A/V OR COMPUTER WIRING REQUIREMENTS W1 OWNER AND/OR BUILDER JOB NO.: ROSARIO INTERIOR LIGHTING: A MINIMUM OF 50 PERCENT OF ALL DESIGNED: LG LUMINAIRIIE5 SHALL BE HIGH EFFICIENCY LUMINAIRIES. DRAWN: TP EXTERIOR LIGHTING: LUMINAIRES PROVIDING OUTDOOR DATE: 12/22/2017 LIGHTING AND PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL SHEET BE HIGH EFFICIENCY LUMINAIRES. E - 1 . 1 LINE OF OPT. ROOF BELOW I I LANDED GENTRY HOMES AND COMMUNITIES I � I � ELECTRICAL PLAN KEY I 1 v WALLSCONCE 7 iRECESSED CAN CEILING FIXTURE EYEBALL CAN I II so SMOKE DETECTOR �1 I IY Q EXHAUST FAN/EXHAUST FAN W/LIGHT LIGHT SWITCH \ $a 3 WAY LIGHT SWITCH Tv/TEL> I II Tv/TEL \ / / $4 4 WAY LIGHT SWITCH TIMER SWITCH WALL OUTLET 120 VOLTS / 220 VOLT OUTLET(DRYER&OVEN PLUG) — n I I WATER PROOF GROUND FAULT II R , R I o_ _ _ = t _ _ _ W m INTERRUPTER OUTLET 120 VOLTS y INTERRUPTER Sp \ I' �° GROUND FAULT Igp � iE II � � — — „ \ OUTLET 120 VOLTS _ o 50 CFM, 50 CFMI o ry TEL TELEVISION, TELEPHONE �\ / /\ CHIN.) /\ Q EX. FAN 4 4 AND INTERNET MODULE \ / z EX. FAN PULL CHAIN LIGHT - - � \ WALL MOUNTED LIGHT \ T j\ p \� ® HARDWIRE OUTLET IN gp FLO R 1 50 CFM, \ I / I SMOKE DETECTOR SD)SSD110V INTERCONNECTED (MIN.) GAS \ { I — — — — — — — — , — — WITH BATTERY BACKUP EX, FAN FURN, y I - , L2 _ SD / SD / 1 -69 4 _= 3 � OPT, RErG_ O - - -�— — _ - - - — - - 3 SE)_OW /\ it \ II \ 1 \ II ' II \' ` ' II / JD jib II A II IUI A II ` II 39 1 _ 1 Q \ 50 CFM. Q / } \L 1 .4 b \ ' EX,I FAN E 1 Q rvrr= / 1 \ I Q) rl u . 50 CFM, ry EL I 50 CFM. I' U (MIN.) I Q (MIN ) Q I Q EX. FAN \ 0EX. FAN `1 11 I \\ 1 - - CLG. VAULT Z r - - \ z 1 r - _ COASTAL I 1 - - - - - - - - - - CLG. VAULT "' LL _ _ _ -- -COASTAL I _ p \ - - - - - pIL �V � I I I O 1W I 1 W =3J IJ I gym, , J J) 1 I I n Q' I I �� I 1 , I — — —'— —� U q.,ph — — —— /- - s VU1 } — I I 1 Ui=)f='ER FLOOR ELECTRICAL i=L AN MASTER 5EDROOM OE'TION MAR 02 2018 SCALE: 1/4" = I'-O" SCALE: 1/4" = I'-O" ROSARIO NOTE: EXCEPT FOR EXHAUST FANS AND SMOKE DETECTORS, FIXTURE LOCATIONS ARE DESIGNER'S SUGGESTION ONLY (VERIFY ALL FIXTURE TYPES AND LOCATIONS W/ UPPER FLOOR OWNER). EXHAUST FANS TO COMPLY W/ 2015 IRC MI503, FAN NOISE NOT TO EXCEED 1.5 SONES a 0.1 INCHES WATER GAUGE. EXHAUST FANS TO BE VENTED ELECTRICAL PLAN TO OUTSIDE AIR TYP. VERIFY ANY ADDITIONAL LIGHTING, A/V OR COMPUTER WIRING REQUIREMENTS W/ OWNER AND/OR BUILDER INTERIOR LIGHTING: A MINIMUM OF 50 PERCENT OF ALL � JOB NO.: ROSARIO LUMINAIRIIES SHALL BE HIGH EFFICIENCY LUMINAIRIES. DESIGNED: LG EXTERIOR LIGHTING: LUMINAIRIES PROVIDING OUTDOOR DRAWN: TP LIGHTING AND PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL DATE: 11/03/2017 BE HIGH EFFICIENCY LUMINAIRIES. SHEET E - 1 m2