Loading...
HomeMy WebLinkAboutPermit File BLD-2021-0317 5506 Sugarloaf Street (3)c LP �Q $ 4 0 cr 3 4 CD 54 FOR UODE co Y`I W El ❑ (/). P G1 T �r 8°c gy oo o o� no❑ Lmm�I _o °cn') o •! -_; o Z y O a ww D :3 < �D m c.1m D o U o = C Q mm CL coCD � 0v)g 0 CC Z cose -� Z ID ZZ � ❑ ❑ �f � o °o z m r* • a Z m � a n > --41 � N 3 CD D CD 0 FL 0 Go �. CD CD 1 T, o rn c c a .., 1 o j cm (0 CD 00 I O ❑ ❑ ElN C O � co cn cn �O CD CD. ■ • 0 O-00 QI C o ' CL � � QF�g Lu1��CQ2 rO FIELD) K m N 0 a D �Oa ,C a cn CL 2) 0 n � n _ OO DoCD O Q� =2. c CC ��$8 c_ � m CD � •�qj p. 0 g �\ D o c 7 p �= �' o= � CD C," � °- � ta CD � � CDs 0. rt O� mCD `� $ �ii o- S w a �� > o N CD CD 0 0 8 8 s�. � o �� �_ CD gCD 8SD 3 0 � s8��� o' o m CDp O CL a m TL 3 SD � O cp} Q Ln 3L 38 =8 Pcr 7 0 CD L� = o co CD o cr CD 2� s o �� N `° O CD O g CD CD CD8 o CD CD S N. O CDa m CD -« OCD 8CD -0 0. S cr 0 a m m o El CDD �B O p 8 �3 3 �o Q CD p CD O 8 f �mn 0. 0 p 0 C L ° 0 a m m' - Z o pz w� 8 C4 a RO 8Sm v Z �oFOg wDE co�A M RCOR �`o �r0 FIELI)1�5e� :v CD 88-COD = D CD =3 `�<<o� ' n z m CD CD CD 0 8 �. =r c c cD c o � a CD a = ~ CD O o =r c �2 CD CD m o w 3 CD 0o� 0 o .•+o Cr CD M 3 CD o 0 m 3� R �: c 3 -, CD CD m a =o m 3 FD 5 CD cn 0 =°o�` 3 O O p� p r+ CD Cn CD 3 m o n -. N O CD CDcep 7 N mm 8- R — Q c CD CD C CD D CD cn 0 � Z o pz C4 Z 88� v v �v v 2L Qo ° N i O N 1 9 p fn CD -, (D CD ^D O CD 7�p• �Op• iD R ,��, CD • -f CD (�D O ricLD p Q �. cn O �e CD Q ¢1 S � CD Q L O ro CL C D3 CA N Cn Ln CC G C..( _ � N 3 � CO (O � a) 2 x $ � E � a `4 L 1 :� zs CD � m, Z _ J L z z D z D Z D o � CD CD CD c D D D n N =�`=30 a m oo��� ��_ O 'O �Li CD N J CD O 3 7 _ CS O Z O Z CD SpGl( C z CD J CD 3 C °• C CAD C G O Q ► CS CD CD O O T 3 ~' O Q CD • N CD Z�. ❑ ❑ ❑ CD El El 0 M a ❑02: ® 0 0 0 0 0 0 0 g r Q s� E ° Co 0 0 T CD 0 0 — 8 CD� _ m 0 cQ AOi D 3 o cn m _0 N - m �� Q = —" L Cr3 _ 0 92 -" co N o cfo -" < �a N -a � o m Z_ j scDn m OCD CD CDa2 0 Q ].C. < CDFqo O 00 rt o O CD CQ CD0�3' r0r `d O CD J 4 CDap O3 O � � � 8- � q "O 9- N CD � < s 0 0 � aN � � R ��D Q O s. Q R 5 o m 8 3 f4 0 `. cn cr �. 07 5. o Liz 0� 0� Cr CD CDm 3 a° CD 6 r:Q cr 3 W o Er 3 m cr_ w Cr oCD _ _ Cr-Dr C_D O CD C CD 0 o oD p Z' 0 0 o o �, -o � < g m 8 _ -° "O _ N J CDCD 0 � 8 CD3 O 3 6 S4 o O CD N (D ° ° `D_ - ° CL LD Q Q En 0-o m 3 � — �_ cr CD 0 0 CD N V N N s C7 C7 Q CD 7 El El El El El90R7 C CD g 0 = 0 �8CCDL70 OL 3 0 0 0 O 0 ua: WCOD,Pe, A W �,�8'� O CD r __ gc Cfl. SQ Y%j CD a • • • • • • N 8 CD crc: 3 O G 7 vc�3$eo `�� �_� _ `� 0 666 CQ� EFF f ���'� �3`�iZcn p� 7 S'O rt c O C. CD O O a3 a� m a =E o- N -+ D 8 ' 3 CD o CD c • cn � �'� Sn Q � a 3 O CD ���3�°-��p' S. 6 C CD �i = O �Q i CQ C flm (n O cQ CD m(n �' O LD Sn 1S1Q. iD CD (D. X 3 25. CD to j/ O N =, N C CD x -, a to — C x N O G 11 0 CD CD � �v, c� L SA 8 �i v $ ' ` �'8- 8 a c _ ow -a Q fd �� `$ 8 o cn -� N o C 8 8 ' c� 3 m -s a Q T. CD ■ 3 Qo Q m �'� m o' u�8 a� �� 8 � < — � a� s4 �-oa� -*LD CD ► 8 9-(D. Sv Imo= CDm 08 c° c� �nQ' �m� �m� ► g8 8 �''. o a' 3o'a �� � �oCD �`<8 m�`�g?3 Z s� 0 g� C0 co o� Cr o a - _ 9 �gCD �p Q (D �� CD 8 R. CL $CD 0 CD c� � V o' = a C O� a � N� SCD� 0 o :3 c II c am• �i . :3 2.. m ��, ' �_ ' m �CD o�S- coS4 o a C).Q �' O mar cr CD c O V CD CD C -« CD 0 3-0 O N D P *4z O S O Q O O (D m 3 (D Ea CD 4 a5n Q mx-n 02 z�D >M m n� omg ?gym a� -� ca n� F d o '-a r* w � �Os (Do P. CD (D O h - O c'r a� ,�. fib , p o o � r, 0 Cn FJN I� O p Qq rtj O (Dp �. w p� to pO p (DCD r ` po (D ~ j O C 0 E4 Cj r ? • rp n CD p Q+ in O CD �' rph (gyp Op C� w ; il ri m o CD a A o p�, pL O. (D .y n O �, O n {.- i--h CD r-f CD CAD CAD rt ����, rt p r~J pw a O O Cl) ti O p �' ,-�CO CD C] l m1-7 �J N U' n On 'tJ '$ O9 O C N CD rr O G,0 Cn �d n 0r-f� i ul O �F�• J� �j (D � " ram. � � CD � � -� ri CD 0 p o rCn W ( CD �1 Ch (L O krJ �� CD r' � yo ¢ i On O" Cp Pr (D CD � rh m (i ,vai rni CD Cl) G CD <; CO C n ° v' CAD r-r Gs c ti A. a; off_ oa owo o r-G 1-O U,h IC. G N CD CY rt C w cn a rr �. O . ill �� < O q Orq r + CD Cn I O IZ CO (DN N o ~ m Cn I0 O H F-1 J �QFoljk IL VL)EC%A w� 1IV Y { G: R1 e 1p FIELD SAS These Mans have been reviewed by the SPC .Architectural Ciommittee for compliance to yline Properly Owners. Association CC&R' -Is-. Properly ov,,nar is .solely responsible fc . _ r g! .eerie - c:, cc - lion e and prope 13002 S88d29'36"E — -- — PROPOSED NEW INTERIOR SIDE — — — — — SETBACK PER AMC 19.62.130(C1 QJ 2 B K Q 22 PROPOSED NEW/ Q ROOF OVER (E) w _ %PATIO AREA z JETBA rP :rev4 l :­:pr)oved 2s Noted r-- u )tied AC Member Date 4 ember Date �J Notes: r EXISTING HOUSE FOOTPRINT I 3 I I' DgIVEWAY ; m II (D � 2 CITY OF ANACO-R-TES PLANNING AND BUILDING DEM. —APPROVED PLANS REVIEWEDDDrOR-CODE COMPLIANCE I PERMIT#: 'SETBACK IDi,gj, _ 1 I ADDRESS: APPROVED BY: SUBJECT TO FIELD INSPECTION. APPROVEEPLYfS SHALL NOT BE ALTERED WITHOUT AUTHORIZA ON. )JECT INFORMATION Proje Info.: This Project consists of a new, wood frame, Codes: roof over an existing patio for; Owne : Alan and Claudia Hogan 7276 Oakmont Dr. �..-- - Lake Worth, FL. 33467 561-718-5059 Project Address : 5506 Sugarloaf Street CITY OF ANA RTES PERMITS MAYBE REMARE a lscd oon f p : Anacortes, WA. 98221 Construction Type TRACT 19, SKYLINE DIVISION NO. 2, AS PER PLAT IS YOUR RESP N3180_i 9 v TO 073TAI.Nt ALL NECESSARY TRECORDED IN HROUGH 60, VOLUMRECORDS OF PLATS, PAGES 59 T COUNTY, WABHINGTON. Building Height: PERMIT PRIOR TO kPd'`r` CON MUCTION- Building Areas: City Zoning : R2 Assessors Parcel#: P-59064 2018 International Residential Code (IRC) International Mechanical Code (IMC) nternational Fuel Gas Code (IFGC) Uniform Plumbing Code (UPC) Intemational Fire Code (IFC) Washington State Ventilation and Indoor air Quality Code (WSVIAQ) 2018 Washington State Energy Code Type V-A, Rated N/A Total Under (E) Roof - 3220 Sq.Ft. Total (E) Conc. Driveway - 512 Sq.Ft. Total (N) Roof Area - 225 Sq.Ft. Total Impervious Area - 3957 Sq.Ft. Total Lot Size - 11,285 Sq.Ft Total Impervious %- .35 D N i� n m a N m N U ZEE u) � ~WET 2 0�� m 3 x to L � o F o�o =�o CONSTRUCTION SHALL COMPLY WITH BUILD INGANDSTRUCTUTA -RC MECHANICAL ED18IRC PLUMBING POIB UPC ENERGY&VENTILATION E N, WSEC DRAWING INDEX w AO - Slta Plan, P.Jaet Infannation O Al - Elavallona p A2 - Roof Framing Plan A3 - Building Section A -A a° d Z LEGEND (N) • NEw trt • • (N)WALLFRAMIND (N)— aEDIIDU LINE aNEETNUMEEP DIMENEIANE Ta THE FMM11.IND N.N.0. r /• / FpR R -se plans have been reviewed by the SPOA -aural Committee for compliance to Property Owners Association CC&R's Prope-�,! owner is solely responsible for e compliance and property 05 e: Approved as Noted -pied Member Date C� �k, --.; 66 C Member 6ate es: I NORTH ELEVATION EAST ELEVATION U) z O Q LU J LU E U —0O O A N N - O rn 0 0 0 o a =CO c Z o mLO S Q LEGEND iw • HEN DOE io•.11— MIWu�rMMiHo NO. 21-04 /q-�• ®--• eHEEi�HUN.. UNE io *iiem�Mwo u.H.o. SHEET A-1 0 2021 r� Fr o �c� nls i- 1L I 11 • • Nail spacing 6" OC 12 minimum at new s sheathing to 2X12. 2 xl2 DF#2 LAYDOWN R -hese pans have b �P - 'litectural C mr-4 !ine F-oPE,,, r,d ,` wu , ponsible for and property (E) ROOF BEAMS (E) 2 x12 RAFTERS Approved as Noted i (E) LIVI t'G ROOM AREA .r Data hie;.n Jer ctes: 12 —�3 sheet pony wall and nail at 6" OC. (N) 2 x 4 WALL FRAMING (E) 2 x 6 WALL FRAMING 8._34.1 (E) PATIO DOOR 7'-4" ;a w� Mei sW N rn O "�a 1' a (2) 2' x 4' "VELUX" SKYLIGHTS km Yi fi' OSB OR COX PLYWOOD w/ 30# FELT OVER' MATCH EXISTING ROOFING 2 x 8 DF#2 RAFTERS @ 24" O.C. E 2 x 6 DF#2 BLOCKING BETWEEN RAFTERS c� R' N - �" %y' x 8 PRIMED SPRUCE FASCIA w/ m LD z�E rn l7 Il'] OPTIONAL GUTTER TO SPLASH BLOCK SIMPSON H1 ON EACH RAFTER U N 6 xi DF#2 BEAM 2 (� m 3 d`= w o SIMPSON OHL OR OHT ON BOTH SIDES t c Yz' x 4' x 8' LPG SmartSide® Soffit w/ c CEDAR TEXTURE OR EQUAL. �n M \ 21 _6x6DF#2 Q z 2' � SIMPSON RPBZ w/ CPS6 O Provide minimum 12 (E) CONCRETE SLAB W 0 post pad of 16" BUILDING SECTION A -A U' 0- square 6" thick. Yz' z o oU) m U) E O O O O O O O COi p VQ 00 Y N � a W O O e RPBZ CPS6 OHT OHL H1 smv�eswne-n. `t o� rn y o o n RP8Z Instellabon with CPS Ni d S V% O .0 Away ttom Edge on Concrete 3 C O N � z a lun) SIMPSON PRODUCTS LEGEND IN) • NflY JOB NO. 1 Y" = 1'-0" i� • oosNNG 21-04 • 9IwNLLFMMING SEE SIMPSON CATALOG FOR sNeeT ADDITIONAL INFORMATION ON THESE a �Ev�NGeeGnoNUNE PRODUCTS Ner NUMeOe /'1A-3 TE vLOTUA. �NSFNAMwG u.N.G. soz-xort L — . — . — . — — . .P/L— Jar � Lateral design requirements are addressed by red[ a comment on plans. P/L Provide two RPBZ per post, typical. 1 x eFASCIA -- 4 - - i 2 v - - -------- � � - -- 4 - --- ----(E)1 x 8 FASCIA(E) - - —�--� (E) 4 x10DF� 3 I I x I I (E) 6 x10DF#1 I I I RIDGE LINE ___.____________� (E) 4 x10DF#2—(E) 4 x10DF#2 A 6P.3 ROOF FRAMING PLAN A- T-c„ I ROOF FRAMING NOTES ® (E) 6:12 - 2 x12 DF#2 Rafters spaced at 24" on center. Provide 7/16" thick OSS sheathing. ® 3:12 - 2 x10 DF#2 Rafters spaced at 24" on center. Provide 7/16" thick OSB sheathing. 02 6 x 6 DF#2 Posts from beam to slab below. Provide Simpson OHL at beam ends and OHT at center post Provide Simpson RPBZ w/ CPS6 at post to slab. (Typical) 03 (E) 2 x 6 bearing wall, studs spaced at 16" an center. w/ 7/16" OSB or COX ply. sheathing at perimeter bearing walls. ® V, x 8 prime spruce fascia board. (Typical) (3) 6 x10 DF#2 beam © (E) 2 x 4 skylights RPBZ POST BASE DETAIL E zME E 5 W V m L Xw�° m H n ��4 m =�o a C m —+ ® z Q J CL zz_ G LL LL O O LEGEND (N) =NEW JOB No. . mmNc 21-04 ®--• s EEi NNMEEN SHEET A-2