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HomeMy WebLinkAboutPermit File BLD-2019-0587 2215 Lake Park Drive (4) , (3LQ '2,, (A, -- OiD7 0 y O . �'L NN G�, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT ` e itE i t ENTIAL BUILDING PERMIT APPLICATION `t 9 � . Mailing Address: P.O. Box 547, Anacortes, WA 98221 \4, w ?cow SEP 0 5 2019 Office Location: 904 6th Street, Anacortes WA 98821 ..., Phone: (360) 293-1901 PLEASE REFER TO THE RESIDENTIAL BUILDING PERMIT CHECKLIST BELOW FOR SUBMITTAL REQUIREMENTS PROJECT ADD SS treet,Suite#): PARCEL(S)#: l 1 c- t o c JeriUc- P /, 17731 Subdivision/Lot#: P OJEC VALUA ION: $ APPLICANT: Ph sp`II.,J fA L/ S01) '760 7015 / 'PJ 7 Address(Street,City, tate,Zip_):1 Email Address: ',?a/s--- LA Kc Pit& 13 60'4- PROPERTY OWN Phone: 3 L 4 rA Sow 3 D 7O S 1'' 7 Address(Street City State, 'p): 1..‘ Email Address: a 1 . L9 kc -�1-1 ",'�,)t'l c_ CONTACT PERSON: Phone: 7i�►-, ( a)t kO� 3(90 7 7CD L 1( 5 7 Address(Street,City,State,Zip): Email Address: LENDING AGENCY: Phone: G" Address(Street,City,State,Zip): Email Address: CONTRACTOR:* • Phone: O ..)cr —TOW C 1475 '560 7Q 15 3 7 Address(Street City,State,Zip): Email Address: L f•?a ► L4 , 4r i O ri°c 3L Professional License#: Exp.Date: *All Contractors&Subcontractors must have a valid City of Anacortes business license prior to doing work in the City. Contact Business License#: Exp.Date: the City's Finance Department at(360)299-1968. PROPOSED WORK: ,/leja j'i Ch.) A 0 71 a-47 K cc :tce PROPOSED NEW SQUARE FOOTAGE: Basement SQ': ❑ Finished Basement: ❑ Unfmished Basement 1st Floor SQ': Garage/Carport SQ': 5 ( 2nd Floor SQ': Deck/Covered Porch/Patio SQ': a 7C) Fire Sprinkler: ❑ Yes ❑ No Lot Area SQ': 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: i V1�! L 9S i l Owner ❑ Agent '(specify): 77t' Signature: ',?7 Date: Page 1 of 5 1.1 Y o PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT � W RESIDENTIAL BUILDING PERMIT CHECKLIST �7 Mailing Address: P.O. Box 547, Anacortes, WA 98221 °z?coNk Office Location: 904 6`h Street, Anacortes WA 98821 Phone: (360) 293-1901 Plans shall be of sufficient clarity to indicate the location,nature, and extent of the work proposed,and conform to the provisions of the adopted International Codes and City Ordinances. PERMIT TYPE: c O , SUBMITTAL REQUIREMENTS: eo = o C m Q., c • The number indicates the number of cm z, " ,.tin ara copies for submittal (if applicable). I. l C co © 0 — *4. O 1 �c K 0 d n \iResidential Building Permit Application 1 0 1 1 1 CO Site Plan (Drawn to Scale & Surveyed—if 2 0 2 2 06 'applicable) ''Reduced Site Plan(11" X 17") 1 1 0 1 1 e Or 'I Building Plans (Drawn to Scale) 1 0 1 1 1 OAS Reduced Building Plans (11" X 17") 1 0 1 1 1 7'J' ' Reduced Floor Plan(11"X 17") 2 2 2 1 rr Structural Calculations (if applicable) 2 2 2 2 2 Energy Code Compliance(shown on plans) 1 ✓ ✓ Nit Stormwater Minimum Requirements 3 3 3 3 Landscape Plan 2 2 Grading Plan/Cut/Fill 2 2 Critical Areas Report(if applicable) 1 , 1 1 Geotechnical Report(if applicable) 1 „71' 1 1 Plan Review Deposit(due upon submittal) 1 ✓ ✓ ✓ ✓ Page 3 of 5 ANACORTES PUBLIC WORKS DEPARTMENT . . ° Steven Lange, Project Manager ~' P.O.BOX 547,ANACORTES,WA 98221 PH(360)293-1920 'et'. w E-MAIL:stevel@cityofanacortes.org FAX(360)293-1938 9 8 oo "' ..--"' , 7 gLO07 Review Summary 1 . LJ ke '?wrk Or z ( . Date: September 16, 2019 To: Dave Oicles(Permitting)and Rob Frisinger(Plans Examiner) From: Steven Lange, koo Subject: Public Works Engineering Site and Drainage Review for 2215 Lake Park Drive cc: Eric Shjarback, Kevin Cricchio A review of the Building Permit documents, stamped September 5, 2019 was completed on September 16, 2019. 1. Provide an Erosion and Sedimentation Plan, per MR#2. None provided with this submittal. 2. The Drainage Report was deemed incomplete. 3. Project Description: Complete 4. Existing Site Conditions Summary: What is the slope of the lot? Direction of slope? 5. Developed Conditions Summary: Not complete. Are the site grades going to change when the project is complete?Where will the spoils from the site dig be disposed? Or will they be spread over the existing site. 6. Site Sediment Transport Score: Need to provide. 7. Applicability Flow Charts — Not completed. Applicant has not identified what Minimum Requirement this project triggers. 8. Minimum Requirement 2—All 13 Elements: Not completed 9. Minimum 5: Post Construction Soils —Will be a deferred submittal. Applicant will need to provide a test report from a soils supplier to the building department. 10. Appendix 1 — Not provided. 11. Appendix 2 —See note under item 9 above. 12. Appendix 3 — Not provided. 13. Appendix 4 — Not provided. 14. Appendix 5 — Not provided. Page 2 of 1 c' Y et ?men Water Minimum Requirements #2 ENGINEERING DEPARTMENT SEP 0 5 2019 904 6`h Street Anacortes,WA 98221 lear ` ww.anacorteswa. oar w g y C • Official Use Only: (Information to Inspectors) Required Storm Water Facility and other related requirements: Project Address: ?a2!'S 4,:i f?fft� Ofi x Submittal Date: 9 5 — 260 Parcel Number: P ZR J `� Revision Number: — Permit Number: �1) - -05s7 Acceptance Date (COA): Reviewer: 1"w‘za--, l p, IU FRONT OF REPORT Submittal Checklist: -o TAB 1 - Drainage Analysis— Minimum Requirement#2 o APPENDIX 1 - Survey performed by a Professional Land Surveyor o APPENDIX 2 - Model Soil Management Plan for BMP T5.13 o APPENDIX 3 - Determining Construction Site Sediment Damage Potential (Appendix 7) APPENDIX 4 - Site Plan with all applicable information (Minimum Size 11x17— 30 scale) o APPENDIX 5 - Documented Site Photos (North, South, East and West) Protect Description: (What is it you are looking to do? Provide details regarding, but not limited to, Lot SF, H e 4F,JVew and Replaced Hard Surface) PUt 4e1- ��"e� 'C 7 r 7)(‘'171 ,! �; , of . 5® 5 h s ,801 ICX !� .79 45 1- �[� / & 4/ �_ C,� t t ram;vo� t r� 2 s 1, 3 5 -4 el *Ad] Lo-r 34D- iaays�D Existing Site Conditions Summary: (Additionally, provide information on previous permits, if any, like Grade and Fill, Clear and Grade, topography, vegetation, drainage, Critical Areas adjacent to the site and how it may affect this project if soils are disturbed, Soils Type (Included in Oils Analysis Report), Er sion problem Areas, Construction PhasinglSequence) �i LL 1 /4 - w i- On p4.4, L.ct, Version Date: December 19, 2018 r G I vxmra n SK,I.I U - y- Cyr--"�WV . `� Codes : 2015 International Residential Code (IRC) ' PROJECT INFORMATION International Mechanical Code (IMC) % .'--„Y '� - I Y ��s ", �i, International Fuel Gas Code (IFGC) v ri�i Y1- Project Info. : This Project consists of a new, wood frame, Uniform Plumbing Code (UPC) "' attached Garage with a detached covered Deck International Fire Code (IFC) Owner: John and Kimberly Grayson Washington State Ventilation and Indoor air r.� i-7 Q • r ,- 2215 Lake Park Dr. Quality Code (WSVIAQ) o • Anacortes, WA. 98221 2015Washington State Energy Code Project Address : 2215 Lake Park Dr. Construction Type : Type V-A, Rated a Anacortes, WA. 98221 Building Height : 19'-5" • `` s Legal Discription : LOT 30, PARKSIDE, RECORDED IN VOLUME Building Areas : New Garage Area - 523 Sq.Ft. CO ��/ �,M___ 14 OF PLATS, PAGES 170 TO 174, RECORDS New Covered BBQ Area - 270 Sq.Ft. w 1 t I =`=-_= OF SKAGIT COUNTY, WASHINGTON. �r:_ New Driveway Area 500 Sq.Ft. co } City Zoning : R2 Existing Building Area - 2950 Sq.Ft. Z Q 1 i Existing Drive & Patio - 1741 Sq.Ft. o iw W EIMMIMICEI v a I /, -.__��N= Total Impervious Area - 5984 Sq.Ft.Assessors Parcel# : P99134w o U .f / .- _f Lot Size - 18,001 Sq.Ft. Section 36 i6N Fnt E Total Impervious % 33% • VICINITY MAP NTS TEMPORARY EROSION AND SEDIMENTATION BUILDING CODES CONTROL (TESC) CONSTRUCTION SHALL COMPLY WITH CI ACCESS ROAD BUILDING AND STRUCTURAL 2015 IRC d- 1. CONSTRUCTION VEHICLE ACCESS SHALL BE LIMITED TO ONE ROUTE, MECHANICAL 2015 IRC LD_ O 'r- UNLESS APPROVED BY THE OFFICIAL. PLUMBING 2015 UPC r -- ' 00,01 A GRAVEL CONSTRUCTION ROAD SHALL BE INSTALLED WHICH WILL REMOVE ENERGY&VENTILATION 2015 WSEC 1V1 \) AS MUCH MUD AND DIRT FROM THE VEHICLES AS POSSIBLE PRIOR TO •1 -.A 0 • • ENTERING THE PUBLIC ROADWAY.THE EFFECTIVENESS AND EFFICIENCY OF THE REMOVAL SHALL BE TO THE SATISFACTION OF THE OFFICIAL. IF CONDITIONS ARE SUCH THAT AN INSUFFICIENT AMOUNT OF MATERIAL IS r 1 D RAW I N G INDEX _)) `_' ,.,,,- REMOVED FROM THE TIRES BY CONTACT WITH THE AGGREGATE,THE TIRES / IM/1 11MIND \ ill �- 12 1 .� C O l— SHALL BE WASHED PRIOR TO ENTERING THE PUBLIC RIGHT-OF-WAY.THE \ N 88 1318"V i` .' C� A1 - Site Plan, Project Information O WATER FROM THIS PROCESS SHALL BE DIRECTED TO A SEDIMENTATION POND OR OTHER APPROPRIATE SEDIMENT-TRAPPING BMPFOR TREATMENT I A2- Elevations PRIOR TO RELEASE TO THE PUBLIC STORM WATER SYSTEM. I 20'SETBACK K m 0 EXISTING x A3- Foundation Plan O THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT SHALL I CONC. K Z PREVENT THE TRACKING OR FLOW OF MUD ONTO THE PUBLIC I DRIVE K A4- Wall FramingPlan a Q RIGHT-OF-WAY.PERIODIC MAINTANANCE OF THE ENTRANCE,INCLUDING r PROPOSED-1 THE REMOVAL AND REPLACEMENT OF AGGREGATE,AND CLEANING ANDIOR REPAIR OF SEDIMENT-TRAPPINGDEVICES SHALL BE PERFORMED AS CONC. BMP C123 A5- Roof Framing Plan DRIVE I TEMPORARY SOIL STOCKPILE CONDITIONS DICTATE OR AS DIRECTED BY THE OFFICIAL. — EXTENSION r LOCATION; COVER W/ STRAW Z K SEDIMENT TRACED ONTO THE PUBLIC ROADWAYS SHALL BE CLEANED ON ("-- OR VISUUEEN & SILT FENCE A6- Building Sections ! ARouare unwrl sLePE O + AT LEAST A DAILY BASIS. I s,r1E(5) Typical Wall Section SOIL STABILIZATION I \� � ` f 8MP C233 Q 2. ALL EXPOSED SOILS SHALL BE PREVENTED FROM MOVING OFF-SITE OR I•��. �\•��/ I•\ i l SILT FENCE INTO NATURAL OR ARTIFICAL DRAINAGE SYSTEMS THROUGH SUITABLE , \ APPLICATION OF BMP'S INCLUDING BUT NOT LIMITED TO SOD OR OTHER �- -�. �• PROPOSED I LEGEND VEGITATION,PLASTIC COVERING,MULCHING,OR APPLICATION OF GROUND \\ \\ \\ GARAGE w BASE ON AREAS TO BE PAVED. coil o • E0 L,- �Io \ '\ I (E) = EXISTING Z PROTECTION OF ADJACENT PROPERTIES cIs EXISTING -1: 3. ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT �' ` ..RESIDENCE z (N) = NEW Z DEPOSITION BY APPROPRIATE USE OF VEGETATIVE BUFFER STRIPS, / I I = (N)WALL FRAMING J 0 SEDIMENT BARRIERS OR FILTERS,DIKES,BERMS,OR MULCHING,OR BY A COMBINATION OF THESE MEASURES AND OTHER APPROPRIATE BMP'S. = WATER METER EL LLI SURROUNDING PROPERTIES SHALL BE PROTECTED FROM STORM WATER ; j/ \\,"\ PM = POWER METER LU O RUNOFF FROM THE DEVELOPMENT.THIS SHALL BE ACCOMPLISHED BY 1 I / �// \ BUILDING SECTION LINE I- re CONSTRUCTING A PRIVATE DRAIN LINE ON THE PERIMETER OF THE / r DEVELOPMENT AND DISCHARGING THE STORM RUNOFF INTO A PUBLIC --1 = SHEET NUMBER STORM SEWER SYSTEM.OPEN SPACE TRACTS AND BUFFERS SHALL NOT I \ �`, N A I IxxnRXXXX7XXXICX- = SILT FENCE BE USED FOR THIS PURPOSE UNLESS OTHERWISE APPROVED.PRIVATE __,`--.-�-_ EXISTING PROPOSED = UNDER GROUND POWER O DRAINE LINES SHALL BE CONTAINED IN PRIVATE DRAINAGE EASEMENTS WITHI �� CONC. COVERED —�� APPROPRIATE STATEMENTS PLACED ON APPROVING DOCUMENTS. PATIO CONC. = UNDER GROUND CABLE MAINTENANCE • PATIO w w w-- = WATER LINE ;=' ›' 4. ALL EROSION AND SEDIMENTATION CONTROL METHODS SHALL BE 5' / V I y,�.-- .,� = GAS LINE2:5 r N MAINTAINED AND REGULARLY INSPECTED BY THE PERMIT APPLICANT IN SE� #K & I —— = PROPERTY LINE Q N ORDER TO INSURE CONTINUED PERFORMANCE DURING THE LIFE OF 1 LOT 30 1�' — = SETBACK UNE Y L p oo CONSTRUCTION.(NOTE:WITHOUT PROPER MAINTANANCE,COUNTY PARKSIDE SETBACK = (E) CONTOURED LINE N .. BUILDING I INSPECTORS MAY SUSPEND ALL AUTHORISED WORK ON YOUR PROJECT II -- = (N) CONTOURED LINE a) a UNTILL CORRECTIVE MEASURES ARE COMPLETED). L — II —— ———— = UTILITY EASEMENT 6 UNUSUAL EVENTS I ,=0 = STORM DRAIN LINE a) a ID5. ANY ADVERSE EFFECTS OF INCREASED RUNOFF(UNUSUAL OR LARGE I — = RETAINING WAL STORM EVENTS)RESULTING FROM LAND DISTURBING ACTIVITYES SHALL BE I 20'SETBACK a3 03 O CONTROLLED BY APPROPRIATE MEASURES AS SOON AS POSSIBLE. BMP C233 I = C L{) U ADDITIONAL EROSION CONTROL MEASURES MAY BE NECESSARY WHERE L. _c e- Cei YOUR PROJECT IS LOCATED ADJACENT TO A CRITICAL AREA.FOR MORE .� 12`0;00 _ 1 (j-O O N N QC INFORMATION REGARDING GRADING AND DRAINAGE PROVISIONS SEE SCC S 88°13'18"E ~�~ '° 14.32. ,��1. 5 2019 JOB NO. SITE PLAN SEP 0 19-006 1"=20'-0" r SHEET _ I ; i A �� Al CAD FILE: 19-006 PLOT DATE: x 10" anchor bolts @ 48" O.C., than 12"from ends of plates at wall locations U.N.O. METE FOOTING detail this sheet& Sht A4 for details. MATCH EXISTING z \ ` 50 YR, COMP.ROOFING 2 OVER 30#FELT W x / 10'-6" ,' (N) CRICKET 8'-0 " 1- VO Q (N) GARAGE (E) GARAGE O r ATCH EXISTING w o f 4"x 8 PRIMED SPRUCE FASCIA BOARDS z Q w NI w o 2 p o U 19'-5" —MATCH EXISING �� 6"HARDIE PLANK SIDING (TYP) 11,-48�' 1 ,f -'-/4'x 4 PRIMED SPRUCE CORNER BOARDS ( (� '!- �J N U20;�` 1 N �ROVIDE A MIN.6"BETWEEN SOIL&WOOD 0 a) M NORTH ELEVATION \----- . oC • 4z (n Z O I . w I c (E) HOUSE BEYOND =O CO L la Ur (V Q i co 0 O) a) .a - Q 05 Rai ' (1) —a) a� (13 (" -J co o t6 L _c e-- w � � NQ EAST ELEVATION LL. ' 1,4"= 1'-0" JOB NO. 19-006 SHEET A2 'CAD FILE: 19-006 PLOT DATE: 07/30/2019 1 J _ 1 I 1 I 1 EXISTING GARAGE EXISTING DECK EXISTING HOUSE co z O 65 w ct a a } 6'-42" W- 0 21' 3' 26' 3' m t n .1- 4, ti W o 16 _I �- o LEJ r 3'-10�" r— 2'-141,, a M 2 z , 0 1s .,!s s� " NEW GARAGE ADDITION 12�3" � ,,A,.,,A,.10'-3" 4"FIBER MESH CONC. SLAB 1'' OVER A MIN.6"COMPACTED SOIL PLATE HT. = 11'-3" ABOVE SLAB CI v 1 O "mil L J ' --�- - --------- - ----- --- k • ® 0 � • 4'-2" • © L 4.- 0 2'-10-2" ______ in - ILI ILI l-- / 18' / I I J tt ' < ], � OZ DECK FOUNDATION 24' 6" / 4 6 li Q ye= 1'-0" / 29' / GARAGE FOUNDATION 0 O ❑ i. FOUNDATION PLAN NOTES typ. 2 x 4 framing Z D 0 0 6"thick concrete wall with#4 bar @ 18" O.C. vertical 7/16" CDX OR OSB SHEATH! 1/2" gwb OPTION 0 z and#4 bar© 18" O.C. horizontal unless noted otherwise.( U.N.O.) 0 SIDING PER ELEVATIONS III Provide 1/2"x 10" anchor bolts @ 48" O.C., 4Z " CONCRETE SLAB W/ WIRE (' !L and no more than 12"from ends of plates U.N.O. MESH N 6 MIL. VAPOR BARRIER Et TYP. 2 X 4 FRAMING See 5. GARAGE WALL detail this sheet for details. 6" MIN. COMPACTED GRANULAR FILL U 7/16" WATERPROOFING MEMBRANE < w CDX OR OSB SHEATHING 1/2" gwb OPTION O 16"wide by 8" thick concrete footing with (2) #4 bar cont. horizontal CONTINUE OVER FOOTING - rR 0 SIDING PER ELEVATIONS Pour over undisturbed earth. 5� GRADE �� - V 4" CONCRETE SLAB WJ FIBER co- •• MESH CONC.OR WIRE MESH ON ® 21"wide x 21"wide by 10"thick concrete footing with (2) #4 bar ea. way Je4--. = , -' z'=''='-•`�`="ii.a='"'-'=''='�'=' o MIL. VAPOR BARRIER Pour over undisturbed earth. �. p 4" DIA. ROOF DRAIN. 2 18"wide x 18"wide by8"thick concrete footingwith (2)#4 bar ea. wayz DITCH. TO DRAINAGE \ n _ � � DITCH. . - ,� � N 6 - , Pour over undisturbed earth. ID 4" DIA. PERFORATED DRAIN TILE. .'j, Q � s,,; OD a I T1GHTLINE TO DRAINAGE DITCH. - (2) #4 REBAR CONT. Y L ❑ CD 4/. IN FOOTINGS U Q7io COMPACTED 3Q Step foundation walls per elevation change as required. \ .��M- L. Q1 : ' FILL DRAINAGE GRADE GRAVEL ;'', = cD FILTER FABRIC oo _ .. •• 6 MIL. VAPOR BARRIER ❑ EQ4 4"thick fiber-mesh concrete slab over a min. 6" compacted fill. H� �—continue over footingS ., (2) #-4 REBAR CONT. Provide a min. 2" slope for drainage UNDISTURBED EARTH N 73 .Y Wc CO 6" �5 MONO-POUR 18"tall, 6" at bottom wl 4"concrete slab5" t6 to "'I Q 1'-4" U with (2) #4 bar horizontal unless noted otherwise.( U.N.O.) / / c� 8 Provide 1/2"x 10" anchor bolts @ 48" O.C., � -,-cS N Q and no more than 12"from ends of plates at wall locations U.N.O. 4. DECK FOUNDATION See 4. CONCRETE FOOTING detail this sheet& Sht A4 for details. JOB No. 3/4" = 1'-0" 5. GARAGE WALL 19-0QB 3/4" 1'-0" 8" fall ftg SHEET A3 CAD FILE: 19-006 PLOT DATE: 07/30/2019 EXISTING GARAGE EXISTING DECK EXISTING HOUSE0 z w a G. a Q >- m 20' • t 3' 26' / m (E) 3-� w w 1 STEP -- -- -- ♦ t z UI . �o'i---DOWN '-J---' - WALL ABOVE EXISTING WALL 2'-10 1„ ° o 0 © 3' 3'-101, 1 STEP _ i • �` DOWN -� •`\ �. �\ �, .. / . 11' i .\ / .\\ //. © ) 1 ! . i `. .' K�'� (-1) 1 ' 18'-2'�0`-3" ,,x.. NEW GARAGE ADDITION ;X; 12' 3" i �/ �\� 4"FIBER MESH CONC.SLAB ,' `, © Z C ' © ,/ `� OVER A MIN.6"COMPACTED SOIL ,' \. .► } ,' `. PLATE HT. = 11'-3" ABOVE SLAB ` �`. T \ ' \ N �� 10'x 8'OHD •�`, \\ OM1 a0 /, /, 12x10OHD 0 1 // \. '/ \� Q -4 N , , t 10' ,i' ("6--- 3-0 2 XEt 18' • 4 CO Q / 24'-6" la 4'-6"---/- 0 Z a ¢ / 29' / DECK FRAMING PLAN WALL FRAMING PLAN z Ya"= 1'-0" 0 y4,= 1�_0" - << O Q z < D0 Oz LL DECK FRAMING NOTES WALL FRAMING NOTES W LL 0 'ICY 1® MONO-POUR 18"tall, 6" at bottom w/4" concrete slab 0 2x4 Ext.wall framing spaced at 16" on center n 0 with (2) #4 bar horizontal unless noted otherwise.( U.N.O.) Provide (1) btm. plate and (2) top plate, plate slices no less than 4'. < W Provide 1/2" x 10" anchor bolts chi 48" O.C., Provide 7/16" thick OSB sheathing on perimeter bearing walls. 0 0 and no more than 12"from ends of plates at wall locations U.N.O. Provide Fire Blocking @ mid point if over 10'. Typical U. N. O. See 4. CONCRETE FOOTING detail sheet A3 for details. 20 3.5 x 11.875 PSL 2.2E headers. Typical unless noted otherwise. c See ROOF FRAMING PLANS for header size's. ":". a002 4" thick fiber-mesh concrete slab over a min. 6" compacted fill. 0 All windows and doors with glass to be t_03 6 x 6 PT post, connect to cone. pad w! i Low-E glazing per 2015 WSEC. rm LSimpson EBP66Z and to Roof beam above w/ L '- 0 rnSimpson OUOT. (Typical) ® Provide 4'x 5'x 4" min. concrete pads at doorways Q® 2x4 Ext. wall framing spaced at 16" on centerProvide (1) btm. plate and (2) top plate, plate slices no less than 4'. Ne N Provide 7/16"thick OSB sheathing on perimeter bearing walls. t Typical U. N. O. £ c6 --Iv ® 5.5 x 11.875 PSL 2.2E Deck beams above. Connect to posts below w/ 0 Li CJJl C Simpson OUOT ._Yr-' ® 5/4 x 6" "Weather Dex" Decking or equal, connect to joist w/ JOB NO. 2 3/4" Decking screws, (2) per joist. 19-006 SHEET A4 CAD FILE: 19-006 PLOT DATE: 07/30/2019 1 ten EXISTING GARAGE Z EXISTING DECK EXISTING HOUSE co LLI � P m t 6' w al 0 re TO - - - - - - - -10'-6"- - - - - - - - - \ m \ YtI - ----T 00 a - - - - - - _ - �- - E. 5.5 x 11.875 PSL 2.2E L w q kuE� o o 7 T � 1 I Lek I v ` I , - - — 1 I I I I II sI I ,-- ,_- - - �i-- t - I I I I I I I I I {. 1- - , I I I I I t 1 I IN N1 W /�Q I - - 5I 16rI � I NI W J- - — � -III6ELI • -I --- - -N 1 w '• I I ' NI ---lie I I J� I N _ _ _i _ _ I I I — — _ .J CO �� RID _ _ _ a1— � I ' , ' co a* U - 1TAn% ,�- - - - �I �5"_��3rr I Q - RiGGr \ i 1 - - - - — 21' ' > 1 1r w� 4 21' 18'-31" tn.N- a D~D I 1 '� IT- h- - _ - i — — _ - -T 2 I I I I —_ — rJ Itf3 I XI O 'I r- — — — I O 1 —'— x) d' 1� �\e �/A 1.0— I I e I ( I M I Q r irl> IM - - ` ' I ' 1 N-- X ,O _ - - Ni , t t ( `(�` co li I - i i -- I ' 11 I 1 _ i__.____ I I 1 , I I__-_ _1 i 2. M Q I �_— _I -i 1 5S x 1.875 PSL 2.2E _I_ _ \ I I I ' to I � n I I I - - T 1' 1 I I-- , 1 }} l' 1 C off \ , ' , I I I I f ® o 1 1 ' I I © I I I 1 14 x12 DF#2 I O -1-_ r re 20' Ott I 1 ., O. Q / 14 O 0 0 t a./ 31` DECK ROOF FRAMING PLAN ROOF FRAMING PLAN z � Ye = 1'-o" Q (/) zliv SHEARWALL SCHEDULE < Mark* Sheathing Nailing Notes ROOF FRAMING NOTES O R602.10.3RC-Wa R60llype3persection 1,2,3.7 ® 9:12 prefabricated 2X wood trusses spaced at 24" on center. 1 2015 IRC-Wag type 5 par section 1,2,3,7 Provide 7/16" thick OSB sheathing. 0 LLI O R602.10.3 Connect to wall framing with Simpson H-1 framing anchor's. O 7116"Structural Grade it OSB 8d Common or lad Box @ 6" 4,7,10,12 3 or Structural Grade II CDX plywood o,c.panel edges,12"o.c.field 1A 4.5:12 prefabricated 2X wood over-framing trusses spaced at 24" on center. ® 7/16"Structural Grade II OSB ad Common or lad Box @ 4' 5,7,10,12 n or Structural Grade II CDX plywood o,c thick OSB sheathing. O 7/16'Structural Grade 11 OSB 8d Common or 10d Box @ 3" 6,7.9.10,12 Connect to trusses below wl Simpson VTCR truss clips c or Structural Grade II CDX plywood o,c.panel edges,12"o.c.field 0 O 7/16-Structural Grade ll OSB 8d Common or 1Dd Box @ 2" 6,7,8,9, O 22" x 30" min. attic access where possible. 0 6 or Structural Grade II CDX plywood o,c.panel edges.12'o.e-field 10,12,13 -lam.+ 03 Provide a min. of 36" head room above ceiling. rrs_n 1-- (-.-) 15/32"Structural Grade II OSB 10d Common or 16d Box @ 3" 6,7,0, V or Structural Grade II CDX plywood o,c.panel edges,12'o.c.field 10,12,13 N 0 2 x 4 bearing wall, studs spaced at 16" on center. < a 03 7/16"t Structural Grade 11 OSB 5d Cortvrron or 10d Box 2" 6,7,8,8, ® orShuctutalGradeIlCDXplywood o,e.panel edges,l2-e.o.field 1D,,2.,a Provide 7/16" OSB sheathing at perimeter bearing walls. lWD FACES Cl) ABP See'Alternate Braced Paner details ++ n W .0 s_ e ® 5/4 x 8 facia board. (Typical) 0 E p_ SHEARWALL NOTES: 0 All load bearing headers to be 41) in 1.Mark numbers 1 and 2 are per 2006 International Residential Code(IRC) Builder shall 4 x 12 DF, unless noted otherwise. C J t - verity all detailing and nailing requirements set forth in the IRC are met. Co O 2.Stepped foundations shall meet the requirements in IRC Figure 12602.11.3 © 6 x 6 PT DF #2 deck Posts. co U 3.Anchor bolts shall be 12'x 7'embediment,and a 2"x2'x 3/16'square washer a 6'o.c. r a in (� 4.Anchor bolts shag be1E2"x7-embedirneM,and a2"x2"x3116`square washer @4'o.c. See Deck Framing Plan (Typical) 5.Anchor bolts shag be 12"x 7'embodiment,and a 2'z2'x 3/16'square washer @ 2'o.c- i..L N 6.Anchor bolts shall be 112"x T embodiment,and a Yx2'x 3116'square washer @ 1'o.c. 7.One anchor bolt shall be provided within 12"of the end of each sal plate. 8-Provide nominal 3x sill plate. 9.Provide nominal 3x or 4x framing et abutting panel edges receiving edge nailing, 10.Studs shell be placed not mare than 16"O.C. JOB C] H.10d Box nails may be used in lieu of 8d Common.Minas shag have full size head. 19-006 12.See details with the prefix"G'for shearwal corrections for wag types 3 and4.See IBC Table 2304.9.1 and the 2006 IRC for all other nailing requirements- SHEET 13.Panel edges shag line up with center of studs and shag be nailed not less than i'from the panel edge per IBC 2305.12.1. CAD FILE: 19-006 PLOT DATE 07/30/2019 1 • • • 10 10 'e- .. _ z 11 - - 11in 1j — Tx 1103 1 .W Q • I CI HOUSE BEYOND !_�__ _ R� j } 9--,. 10'�-41' i u m 1 NI I p z o W 1 sIll LEI .. I, C I` A, ( d I 11 O I ! tI N =�3 — — ii a I I ( 1 4 0 CI BUILDING SECTION A-A y '141= 1 I " O V Q s- N OD N BUILDING SECTION NOTES o O See Foundation, Deck Framing, Wall Framing, Roof Framing � 2. c COAIP09r10N SHRy;IE 00011MC :D,EAR eoNIUDM and Elevation Plans for additional requirements. to U) OVER 31e FELT I.4NIUUN O WC___ 7/16-APE.RATED 000 ROOF r r THE"'"" "'P:'="' a Min. 24"tall 6"thick concrete stem wall with#4 bar @ 18" O.C. vertical dC LNGRIEERED TRUSSES 3 2+O.C.TWILL UNLESS NOTED MANUFACTURER UCEIISED 115 003TON STATE TRUSS MANUFACTURER TO VERIFY TRUSS LAYOUT SEE PUNS AND AND FLTRN,Si N1USS mslcr,WITH ENGINEER'S SEAL. CLEVADONS TO VERIFY and #4 bar @ 18"O.C. horizontal unless noted otherwise.( U.N.O.) Q m 0 ',RUSS WHUFACIURER MUST DESIGII TP.U'o5E6 TO MOE FIICH(N) MEET MINIMUM L4T:WAD R(GuIRE!ENTS LB TABLE 12 Provide 1/2"x 10"anchor bolts @ 48" O.C., L d R5015(FOOTNOTES PDASED III 2COG IRO) ,H,LmnON Phh FLE roll 1 O •-� SEE ELEVA;OIS TO VERIFY ROOF FRCH(e.)AND ?J'PARER TAPS MARES 6CNaMUN AIR SPACE O'S_P.:+1NG LEND115. ON E>+�NEERED TRUSSES '. a�- and no more than 12"from ends of plates U.N.O. 15t!L BE MAIMED FOR N-A2 BL6w':ItJ3ULATIDN TrnClJ.IN ATT! a SHED E""=""`' - See TYPICAL WALL SECTION for details. -. /%--------~--------I 2. ,QED .I�I�AAIhI�!�I�Isi1Igesi IiI�I/ _ 0 Backfill to provide natural drainage away from structure. Z TYPICAL �I . :..�. yJ.IF`sON HT/`.PA-35 HURRICANE O 1'F,Ti+E—,.„P.AFTER W'/ ti!'HD 4WR AT GEIUNO6 U!u0 REON07 f.ASFLAE3 O nil.1 SWF.FRA,I,ND „ 4 4" perfer. footing drain continuous @ perimeter. II I)��`�— I (2)?A6 TOP PATES 1YRICAI-LAN SPLICES<6: CONTIONS.A LAnNUN CUTTERS A — ,��,! Provide a 4" tight line roof drain. System to drain to an approved location. Q A �I SEE FRIBAHG PANS FOR HEAL R SIZES MU FASCIA 6 BOARDS 01001. z 0 FA6tt;EUARDS TYPICAL 00 LOCATIONS,1v10 DF,'rF/?L O.N.O. G Tee.P1IE/CEDAR ® Continuous 12"wide by 6"thick grade beam w/ (2)#4 bar. Typical 0 Eli I3TWEEN WALL SHEATHING Ala FASCIA 31018 IT REMELTED) WINDOW 1JASNi TO BC DCTEF/ARIEO I 2X PT sill, bolted to foundation wall ( See TYPICAL WALL SECTION for details) 0 J i i3D)PER OWNERS CHOICE I • l / 1 2 x 4 exterior stud wall framing spaced at 16" on center. cli _2+3 TAPERED SQL 11101 90AR0-OPS0lbt_.—..—P ;i Provide (2) top plates with splices a min of 48" apart. 1.44" ?%6 PT STUDS G 16-G.C- OPEN IRDI OCEPOS HER 4,U70UI4:ALL WALL Asti I • AT ERORIDR WAILS. ) Provide 7/16" OSB sheathing at perimeter walls. —�OPENINGS EXCEPT WHIRL WED�HCRWI6E - (L+NERIOR WALLS'vJ t9 Ih G.0 UNO. Fi COB T141CAL FiN:H INTERIOR WALLS F.-10 81015 II iLHIIUS((P100I iYLY , 1 {�,SIDR+G AS PLY CLCVATIONS 1'rPIC'AL. I (!I.N.O.vs UNFINI'NEUj IVHEP.E RECUFEO Pf<C{RAID FEFIlAErtR ® MONO-POUR 18" tall, 6" at bottom w/4" concrete slab 0 0 Cr'LI'AND AREA Via MET!HOUSE WRAF'(a rfPRD,ED EQUAL)MLR 6-21 SOT LNSULATION "-APA RATED O56'BALL SHFATWNC irpICAL TYPICAL IN E'./18803 WALLS 4-CONCRETE OAS ON COMPACTED with (2) #4 bar horizontal unless noted otherwise.( U.N.O.) 0_ URIE65 NOTED OTHERAtSE(VEraFY WITH n„9Cn FL ` FIL Provide 1/2 x 10" anchor bolts @ 48" O.C., D >- EbGt.NECRING) •t•f TT . TOP OF CONCRETE/BOTTOM OF DLL R AT.EIROIND •• } r'..;,_ AA 1 /'+r� • I and no more than 12"from ends of plates at wall locations U.N.O. ` rimsH-COOS AGAINGF FDUMDATv k • :P.)•. -.10 PT PLATE WHEREV R TCP OF CONCRETE SLAB WRL K FLESH WIN.TOP See 4. CONCRETE FOOTING detail sheet A3 for details. OF SILL PLATE.VERIFY LOCATIONS S ON-SITE. EE'rll..1lIPIIMLID ANCHOR BOLTS 9 SLOPE CRNE MAY MO - (Ail ROM INCONTACT ri1ON CUIICRETE TO BE PRESSURE-TREATED) 72"CI C IAAYIMUN TYPICAL(ur J8' F0(040 BOLTS UP 3 3:00(10 1OP 10 COI?:RiIC MALL FOR(2 RAT S O.C.>Av'RAU1(FOR BUILDINGS OVER - i5HER(YR TO°CY 3 00 f5 C EN Ni1}I SLL F2ATE SE(F0UH0A00!t O,TASS C 0 TWO STORIES IN HMV).THERE '`'-` 89$HEE'•'El 3 EDP LOCATIONS. ® 4 x 12 DF#2 Deck beams unless noted otherwise. p co SHALL BE P IABt AIUN OF(2) ANCHOR BOUS FEB PLATE SECTION. • __ L �_ �� t MPH(1)SOLI LOCATED HOT HOPE - . See DECK FRAMING PLANS for header size. = ��A THAN 12"AHD NOT LESS THAN(;) _ , �,/ L �r PROVIDE UIt SNIA T•1i AJ ICJ I[OIJTA_MAR IN TOP T_-DF FOLt1OAT10fl !1 ^, LAI DI+ArC7EB5 FROM BOLTS S'Of < s^, STALLS UNLESS NOTED OTHERYnSC ON FU,JNDATI:JII PL4N AND,/OR �•1 `^v! EACH PLATE CT1UN - '- ENCINECRJI V ` I IMBEDDED 110100N T INTO r 1a Prefabricated, engineered 2X metal plate connected wood roof trusses. Q >` COMPETE — '••ll'' CONTINUOUS PERIMETER fC-i tNGS WRH(2)(IA REEM C'FDWUODS(TYPICAL O •• ":'4.."...-1 U.1I.0.OH F0JRDATIN1 FLAG(AND/OR ENGI+EERING) Spaced at 24"on center and connected to wall framing with Simpson . 0 CO COWL <<'Cr".LESS B LED tv A CURFICCTIIIC OFFSET(I1fi8D WN.L n "I''•- U �/ • PANCLS SnP1L HAVE O)AIICFM17R n , :: ,lI.: / H-1 framing anchors. See ROOF FRAMING PLAN for additional information. N . ' • D.011 LLr1ATE0 IN THE MITER IHIK; — rAr THE SILL PLATE.WITH WAIL % .'l'p. • I1tz CORNERS FRAMED TO ADJACSIO _ '-�A.'-$---?;,• ,.- m Provide 7/16 thick OSB sheathing. 0 BRAE REDOED 10.5.ALl PANELS PER(k-t,RC BO1Inu fr F:CING'S r ���•1 i - _ \ {j WALLS IZ'CO LESS IN LENGTH Match roofing to existing house. 0OD CO CONNECTING OFFSET BRALED'I0 4"RIGID TTOHT-UNF DUN �._.. ll♦ PATTELS CAP!WE CONNECTED TO IRE DAYLIGHT TO GRADE. FOR STEANA'u POURED SEPARATELY FROM FOCTR:DS. �V FOUI:DAnUN TVRHOOT ANCHOR BOLTG, a primedspruce (orexisting), typicalC AMIH WALL CORNERS FRAMED TO FILTER fuHRIC PF.GY+DE(1)'(RDGL REHAB FROM FOiTINGS AT+@O IJGP.E 11 5/4 x 8 fascia match J ADJACENT BRACCO WALL PANELS PER /4./ r ,.4./ THAN AP,.'-.C_µ1N1 A S1AIL'IARD(5350 3-MAP OS (13 CO r IGURS K02.10.5. 4"FJ0ID PM.FOOTING GRAN WITH ER/ ANU EXTEND UP I1110 THE 01EL/N'ALL 12'1/INIMU0 OF DRAIN POCK COVER. / Tff / 111E LESSER OF 2-L1EAR OF THE 10P OF THE W91L A1,3 U WA ANCHOR 1iL15 ALONG BRACED DAYLIGHT TO ORADE. 14'UP ZITO THE STEIIW'A'� 1 6 x 6 PT post, connect to cone. pad wl ^ t� WALL Ltt.S REWIRE ilet.3-er OTHERL UH ON NOTED VERTICAL REINFOR.CEI.IENT GRADE OI MINIUM �•' L t^' OTPG:RT,�SE ON FOU!IMTk,N V O O `V C STEEL PLATE MASHER'S U.N.O.Olt SEE TABLE R40t.T.1(5L Simpson EBP66Z and to Roof beam above w/ PIAN Al10i0R MINE EPI:IG MASHERS AR.PROPERLY SFOR CUT ('THEN DIVIAL1 LAM A CH THE 0.C.SPAC ENT is EB SRED D1 � N MASHERS ARE PEF'NT7[U FOR f00"I1iG5 70 REST Of! THE SlClh'!A!L5,MATCH THE G.C.SFAC:1aG Of REHAB FFUA! ANCHOR SOUS BI WALL LINES 1101 L1NCx5TW i°0 SOIL FOOTINGS 1a14 THE ADDED VERTICAL RE&W.VERIFY Simpson OL/OT. (Typical) COH'ANIN6 DRACEO LVALL PANELS SPACINSS WITH FOUNDATION PUN.FOUNDAMH tots,AND CIS!F BRACED NALL LINES. ENCNFERANG). TYPICAL WALL SECTION 13 Steps to be no more than 7 3/4' in height. JOB NO. 006 SCALE 1/2" = 1'-0" SHEET Ii01ES AT TYPICAL WALL SEC ION(Sj IRS TIPICAL FOR ALL /w� COSS-SECTIONS AI+D SEfAJLS EXCEPT W71CRE NOTED OTNERATSE. Q `CAD FILE: 19-006 PLOT DATE: 07/30/2019 1