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Permit File BLD-2020-0296 2804 Oakes Avenue
Y {.:. Cityof Anacortes Invoice/Permit #: BLD-2020-0296 904 6th Street Applied date: 05/27/2020 �, P.O.Box 547 Issue date: 05/28/2020 Anacortes, WA 98221-0547 1$9 Expire date: 11/24/2021 (360) 293-1901 0011, Job Address: 2804 OAKES AVE Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-1319 Project: APN: P58283 P31570 Remarks: Add a free standing wood shop so the tools can get out of the garage and breathe a little.. Owner: DIANE & SAMUEL HILL Contractor: OWNER Address: 2804 OAKES AVE Address: ANACORTES WA 98221-1319 Phone: (605) 890-0027 Phone: License #: General Information: Fees: Building Valuation 50000 Building Permit Fee 644.25 Plan Review Fee 418.76 State Building Code Fee Resi 6.50 Total Calculated: 1 ,069.51 Deposits/Receipts: 0.00 Total Due: 1 ,069.51 Permits and Insp... - BLD-2020-0296 - 2020 Tf,� �tr1e1 f gr r}i(ing pfrt p 2 e6rit sh l I�ot be construed to be a permit for, or approval of, any violation of this Code or any other ordinance or order of the I y, ofany salt' a or' d 11', or of any order, proclamation, guidance advice or decision of the Governor of this State. To the extent the issuance or jr7aktftig Ri ifeacifi Jiiit ° Ot ted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or fgOtrilldm.,09Dpr lh rpsMii9 1mA4jO iacjv*Npr decision of the Governor of this State, this permit shall not authorize such work and shall not be s lid. The„building official is _acthorized to prevent occupancy or use of a structure where in violation of this Code, any other City ordinances of this a� a r r au � i ���;� � jGri 8i i'o 'B}- aRy other ordinance o� executive order of the City, or of any state or federal law, or of any order, proclamation, guidance advice or decision of tititenG6V6rribrThetbuilding offi8 'i 5authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect, ipgp ttrlife.vp-incompleq formation, or in violation of any City ordinance, regulation or order, state or federal law, or any order, proclamation, guidance or decision of the Governor. This permit becomes null and void if work or construction authorized is not commenced within 180 days or if construction work is suspended or abandoned for a period of 180 days at any time after work is commenced. I have read and exa ine , his application and know the same to be true and correct. SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUE 0 * t r. PLANNING,COMMUNITY, & ECONOM) C CE# Ply E NT .,. Mailing Address.P.O. Box 541,Ailfiet4fleb$ 146400g4 Office Location:.904 6rh street,Anacortes WA 98821 4.1 0 Phone:0360) 2 .3-1901 FORM BP-1: RESIDENTIAL BUILDING PERMIT APPLItATION 1. PROPERTY INFORMATION ( project Address t,Suite#): r:arar F*atiAIII Number' 2ao 1 OAS 40 ...vision/Lai.:fi rtil —�- - � �.� -�_ rrg Rsleatir, Lot area(size); ii r (_k- _ — ft. 2. TYPE OF PROJECT w _ ..__.. • o New SFR 0 New Accessory Dwelling Una: CI Deck/porch (new/repair) 0 Newt Duplex Attached lied Primary r Unit 0 Interior remodel / 0 Detached from Prime Sinai 0 New Addition to SFRX Garage, carport or accessory building o Fence or retaining wail . or duplex (new/repair) i0 other: Project 1 WOO CI 445\O Project Valuation: _ _._ 900 . PROPERTY OWNER INFORNIATION Name: Phone: Address Street, , 1 . 4, r 4 - l. � ' State, } �- Ferrell Aefdress. /S 0 4' Ai LCFS 4 0 47 22- 4. CONTRACTOR INFORMATION Contractoea urines Ucets State License . -;_ L f COlitraCtOTS&Stib6911traCWSfMISI have_a Mid City afA micartes huSingsSlicen pd °to der e WOrk in the Expiration Date; 1 tntiration Dat' city: i Address(Street,Ott$,late,Zip grila Address; SCONTAUS select one -err the city will rent-art for Irk, rite ' Applicant Property Owner r , coy: __ Other 1st ell r , �, t � 1 Scf Q 0 uj . 0 1 PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENTt3€RARTMENT Mailing Address:P.0. BOX 547,Andetwf@§, WA OM in Office Location: 904 6th Street,Anacortes WA 98821 �4'i f, Phone; (360)293-1901 FORM Bf-a. RESIDENTIAL BUILDING PERMIT APPLICATION 1. PROPERTY INFORMATION Project Address(Street,Suite N); Assessor Parcel Number: 2809 OAr=t5s 6 2_8 a -- — Subdivision/Lott Zoning Designation: Lot area (size): iA i/ I sq.ft. Para 2, TYPE OF PROJECT ® New SFR 0 New Accessory Dwelling Unit; 0 Deck/porch(new/repair) ® New DuplexCI Attached to Primary knit 0 Interior remodel m Primar ® Detached froy Unit 0 New Addition to SFP Garage,carport or accessory building ® Fence or retaining wall or duplex (new/repair) ® Other; Project Summery; u.0 44, W O0 Project Valuation: $ D i 'OcO 3. PROPERTY OWNER INFORMATION Name; Tv; I44 u et__ Phone; 0 giv 002_ / Address(Street,City,State,Zip); p fraceil-Pt<s Email Address;r 28 D 0 A KF5 u 0 et g' l �=1 h @ w j' ' IUP, 4, CONTRACTOR INFORMATION Name;* Own Phone; Contractor's Business Licenses State License if; City License it *AII contractors&subcontrocters must have o valid City of Angcgrtes business license prier to doing work in the Fxpir-ation Date; Expiration Date; city. Address(Street,City,State,zip); Email Address; 5. CONTACT PERSON Select one person the city will contact for anything - t t Owner Contractor Appli an n Propee rty related to this project; Other(list below) Name;syttlitkIIfir Lt— Phone (00 - —00 2 7 Address tV City,State,tip); €mail Address: (Street, SC(' Gw(� it3� e- N.p;t— Res.Building Permit Application Submittal Checklist .,..l..a.,.A Rst^6�x 1Fl 9R1n / �NY PLANNING,COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT # Mailing Address: P.D. Box 547,Anacortes, WA 98221 Of ice Location:9046rh Street, Anacortes WA 98821 "� (Mang:(360)293-1901 6. LENDER INFORMATION Rcw i5,27,095 requires the city to obtain information with regard to lenders. if there are no lender§involved with your project, write no lenders"on the Name Line below. Name; Phone; Address(Street,City,State,zip); Email Address; 7, ACKNOWLEDGEMENTS & SIGNATURE Read and i itIal each of the following statements prior to signing this application: I understand that when a building permit application is taken in over the counter it does not mean the application has been deemed technically complete and sufficient for staff review. "I understand that if i submit incomplete,inaccurate,and/or erroneous information it will take the City longer to process my permits. I understand and acknowledge that I could be responsible for providing as=built drawings(on paper or lectronically)as part of the project's certificate of occupancy process, I understand and acknowledge that Special Inspections could be required as part of my project,and if needed I will be required to pay for the cost of these inspections, understand and acknowledge that financial securities could be required as part of the work I am viV comp ing and i agreeto provide the items needed for the City to calculate these securities and to pr 'de the securities themselves, I understand that if permits are reviewed concurrently such as design review,site plan,traffic concurr-ency,etc,,any required revisions to one permit may affect the entire plan set and could add costs and time to the project, I hereby declare that I am either the owner of the property listed on this application or the owner of this property has authorized me to be their representative to act for them, i also declare under penalty of perjury under the laws of the State of Washington that all of the statements and answers contained herein,and the information submitted with this application form is in all respects,true, correct, an complete to est f kbow and belief, 5/2-a/ZD Ignature Date 1 C ,Ct 114/1 14 Et--- i) , 141 L,/. Printed Name Res,Building Permit Appli€ation Submittal Ehe€klig I I^4;t1,4 hlzt.k,e IA 'F1911 c . PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mang Address;Q.O. Box 547,Anacortes, WA 98221 lo Office Location;904 6th Street,Anocortes WA 98821 ' Phone; (M®)298-1901 FORM BP-2: STRUCTURE AND SITE INFORMATION 1, PROPERTY WHERE WORK IS OCCURRING ADDRESS; 2-. SO 9- 144.112 PARCEL NUMKEB(S) 2. DETAILED PROPOSED STRUCTURE INFORMATION Complete the following information as it relates to your project. Mark items that are not applicable with Structure height: AREA SQUARr FOOTAGE OCCUPANCY GROUP CONSTRUCTION TYPE OCCUPANT LOAD Z Floor; - t oaf vw+5 Zng Floor; iV /A 5rd Floor; 14- / 4 Basement; At / 4 Garage; � A- Total deck; J ./A- Total porch; Other; Other; Other; 3. QUESTIONS ABOUT THE PROPOSED STRUCTURE Is a fire sprinkler system being installed? ® YES N( Is a monitored fire alarm being installed? ® YES I� N Are retaining wall(s) being built? CI YES N®� required? ® YLS I�ND Are structural plans 4. PROJECT SITE INFORMATION A, Is work within the City's right-of-way proposed? If yes,you will be required ® YES NO to submit a right=of=way permit application, If you have already submitted a ROW permit,list the permit number here; R, Is the property located in a flood zone? ® YES NO If yes, list the flood zone designation; C, Are there slopes in excess of 15%on or abutting the site? If yes,a ® YES NO geotechnical report will likely need to be submitted, Re§,Building permit Appli€atien Submittal Checklist ^al-l-a R-t-k^m 1A 9R1R �t R� PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address; P.O. Box 547,Anemortes, WA 98221 ?�I:t Office Location:904 6 h Street,Anemones WA 98821 ,' . Phone: (360)293 1901 D, Are there critical areas or buffers on or abutting(within S@O=feet of)the ® YES VNO project site? if yes,a critical areas report will likely need to be submitted, E, Is the lot less than 5,000 sq,ft, in area? ® Yi€S NO If yes,your site and building will need to comply with the standards in AMC 19,43,010,C, F, is your project Involving an accessory dwelling unit? M YES b7NO If yes,your site and building will need to comply with the standards in AMC 19,47, G, Will more than 2=acres be cleared and/or more than 5,000 board feet ® YES NO (about 1 log truck load)of timber be harvested? If so you may need to obtain a forest practices permit from DNR, H. is this project subject to the Si€PA process? if yes,you will be required to ® YES 0 NO submit a SEPA checklist, if you have already completed the SEPA process, list the permit number here: 5, REQUIRED SIGNATURE I hereby declare that I am either the owner of the property listed on this application or the owner of this property has authorized me to be their representative to act for them, I also declare under penalty of perjury under the laws of the State of Washington that all of the statements and answers contained herein,and th: information submitte with this application form is in all respects,true,correct,and complete ti best of : -dge an beli , ALI t� —J 0 ,/Z i 7d 1 ignature ate 0 Printed Name Res,RnildinR Permit Application submittal Checklist !IrA;t.4 Rsr,6,c aR 1R411 r11-0 PIANNINB,C-OMMUNITYTB&-ECONOMIC DEVELOPMENT DEPARTMENT , NC Moiling Address:P.O, Box S47,Anocortes, WA 9 221 t Office Location,904 Sth Street,Anemones WA 9882 `P '`'' Phone: (360)293=190 FORM BP-3: PLUMBING AND MECHANICAL FIXTURES MECHANICAL Equipment Type; Appliance/E u ment Information(new and relocated); Total#: Furnace: Gas#; Elec#; BTU: Other#; I Wall Heater; Gas#; ec#; Other:#; Location(s); 0 Gas Water #: Location(s): 0 Heat Pump: Hoc#; Other#; Capacity; b Air Conditioning; Elec it Other#; Capacity; 0 Radiant/Hydronic Gas#; Elec#; Other;H: Location(s): Exhaust Fans; Bath#; Laundry#: Other: d Range Hood, #, _ Location(s), d Fireplace: Gas#; Elec#; Other;#; Location(s): d Clothes Dryer&Duct; Gas if; Elec#; Other:#: Location(s); 6 1 Stove/Range/Oven; Gas#: _ Elec#: Other:#: Eocatiorn(s) O Gas Piping/Outlet(s); #; Location(s); Cl) Boiler Gas#; [lee#; BTUs: Location(s); 0 Other; #: Loeation(s): V TOTAL MECHANICAL OUTLETS: / PLUMBING Fixture Type(new and Total#; Fixture Type(new and relocated); Total#; relocated); yl�- Water Closet(Toilet); 0Refrigerator water supply(for water/ice v Kitchen Sink: d Pressure Reduction Valve/Pressure Regulator; 6 Utility Sink; C.7 Water Service Line; 0 Tub; 0 Water Piping; CD Hand Sink; 0 Clothes Washer; Shower; 0 Electric Water Heater; Tank-less? Yes® 0 Dishwasher; Eackflow Prevention Assembly: Hose Bib; Other; 0 TOTAL PLUMBING FIXTURES: lie§:Nang Permit AppIicatien Submit-WI Checkli§t I I^A2tR4 Rst-k,s aR aA1R I PLAiNNING,COMMUICI a&-EC-ONOMIC-0EVi LOPM( NT-DERARTMENT 1 '�' Mailing Address:P,O, Sox 547,Anemones, WA 98221 Office Location:904 0th Street,Anemones WA 98821 t r Phone: (360)293=1901 FORM BP-4: ARCHITECTURAL PLAN REQUIREMENTS 1, PROPERTY WHERE WORK iS OCCURRING ADDRESS; 2-0D 4 V 4-(.p S i--/AQ.._i4.A.,L.e_ _A'V/Ot e-v 14 PARCEL P 6 8�i' NUMiIER(S) 2, GENERAL INFORMATION This form is intended to assist applicants in creating complete,code compliant architectural plans, Please check the plans you wish to submit to make sure they contain each of the listed items, To the right of the Requirements column is space for you to list the sheet number of the plan set where the listed information is shown, • Minimum Plan Size: 11"x 17"and drawn in an architectural scale, • Architectural plans for structures 4,000 square feet or larger are required to be prepared and stamped by an architect licensed in the State of Washington, • Structural plans must be stamped by a structural engineer licensed in the state of Washington, S, REQUIREMENTS FOR ALL ARCHITECTURAL PLANS COMPLETE REQUIREMENTS PAGE#ON ? YOUR PLANS Cover(or l§t page) must include; • Site address I • Parcel number • Lot number(if applicable) • Lot size • Lot coverage l • %impervious surface coverage Floor plans with existing(if applicable)and proposed building layout with square � ) i pp" footages and with the use of each room/area labeled, 1 1 Window and door sizes labeled and window ventilation area, Commercial, Multi-family,and Mixed=Use Structures must also include door and window "1 L schedules, —_ Plumbing,duct,and electrical layout, Penetration protection must be shown, Opening headers,size,and material, 3/ y— Cross section details,showing typical foundation,floor,wall,ceiling and roof construction and insulation, 7 Structural members labeled as to size and spacing as well as bracing, blocking, ,2 /1/C 7bridging,special connectors,and anchor bolts, l ($ _ Details documenting energy code compliance, 3 i�tig Exterior building elevations demonstrating compliance with applicable structure 0 type design standards(small lot,duplex,or ADU)and maximum building height Res,Building Permit Application Submittal chacklitt 11_,,* Perr-6_=IA 111111 - PLANNING,COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Co 0, Mailing Address;P,O, Box M7,Anacartcs, WA 98221 `?�. Office Location,904 6 Street,Anemones WA 98821 \M e Phone: (360)293=1901 Lend disturbance Description Total Total Area of Land disturbing activity S 38 Total area converted from vegetation to lawn or landscaped areas Hard surface area calculation Existing Removed Proposed Proposed Description (SF) (SF) Replaced New (SF) (SF) Non Pollution Generating Hard ? Surface Area 0 j35 - (Sid@walk§,pathe,pane§,etc,) Pollution Generating Hard Surface Area (Driveways,parking area,etc.) Total Hard Surface Site Sice Existing Impervious surface - coverage% 9'g (sq.ft. hard surface/site size) Use the information in the above table to navigate the flow chart(s) on the next page and determine the applicable stormwater management minimum requirements for your project, Then complete the applicable Stormwater Minimum Requirements Form on the Public Works= Engineering Department Forms website and provide required submittal items/plans, Check applicable box Minimum Requirements Determination ® Minimum Requirements#1-9, Minimum Requirements#1-5, R .Building p@r- Ap cation snhmitt@l€heEkli§t 11=4-t-AA=t.E 1A Minimum Raniiiramant#� LANNINGI-COMMUNITX, -ECONOMIC-DEVELOPMENT_DEPARTMENT Aket—IIMolling Address; P,O, 8ox 547,Aoocortes, WA 98221 `r. .,J,1111w Office Location;904 6 Street,Anocortes WA 98821 Phone: (360)293=1901 FORM BP-6: SITE PLAN REQUIREMENTS 1. PROPERTY WHERE WORK IS OCCURRING ADDRESS: 2 So 4- O,6, i<Es i it U E 4 Ai, e PARCEL NUMBER(S) 5 S 4 3 -- 3 4.530EISF-2--- 2, GENERAL INFORMATION This form is intended to assist applicants in creating complete,code compliant site plans, Please check the plans you wish to submit to make sure theycontain each of the listed items, To the right of the Requirements column is space for you to fist the sheet number of the plan set where the listed information is shown, • Minimum Plan Size€ 11"x 17"and drawn in an engineering or architectural scale, 3, INFORMATION REQUIRED ON ALL SITE PLANS COMPLETE? REQUIREMENTS PAIL i .ON YOUR PLANS Cover sheet must contain all of the following; • Vicinity Map • Name of the project • Name, address, and telephone number of owner and agent(s) • Name, address, and telephone number of Applicant(if different from the owner) • Zoning designation of the site • Area, in square feet and acreage,of the project site • Reference to the Building Code used • Proposed use • Occupancy group • Construction type • Square footage and height of each individual building • Percent lot coverage • Percent impervious surfaces Scale and North Arrow Property features: V// Location,identification,and dimensions of all property lines and easements, All easements shown on the title report, Record of survey,or plat must be dimensioned and shown, Location and dimensions of existing critical areas(wetlands,streams, steep slopes)and their associated buffers, Location of Ordinary High Water Mark and shoreline jurisdiction limits (if adjacent to a shoreline), • Existing and proposed contours and site elevations(Le,finished grades)at S=foot minimum increments, The horizontal and vertical control datum must be clearly shown, fi@§,Building permit Application Submittal Checklist ii d t_d R_t1=6=-IA 9RIR PROJECT DESCRIPTION PROJECT INFORMATION DESIGNED BY: DRAFTED BY: o SHOP o PROJECT ADDRESS: ZONING TYPE: LIGHT MANUFACTURING ,cis 2 2804 OAKES AVENUE, 1/4" = 1' U.N.O. ANACORTES, WA 98221 DATE o w 05-19-2020 CODE COMPLIANCE PARCEL#: P58283 ALL CONSTRUCTION TO COMPLY WITH LOCAL CODES AND PLAN AREAS ima ORDINANCES AND THE FOLLOWING: aisi '"°� - 2015 INTERNATIONAL RESIDENTIAL CODE SHOP 765 SQ.FT. - 2015 WASHINGTON STATE ENERGY CODE _- 2015 UNIFORM PLUMBING CODE 12": MAINTENANCE SHED 34 SQ.FT. . II! i �14"wl; PORCH 39 SQ.FT. IIIIIIIII MIIIIL_ I I I _ ii"L 11 III I III O 01 , J/ 1 p , I , 1 11 I I NO 1 I 0II ,, ,II r � , , 1 1 , , I Orr 1 r• , , , — I .. _ - . _ .. .._ . . _ _ _- . . _ _... _ . . _ - - - o _ u_ w Z 0 a Et wa 0 z w J O °o w, TH E ][d[ ELL S ][d[ OP 2804 OAKES AVENUE , ANACORTES , WA 98221 o w LL D z o- z LAYOUTPAGETABLE REVISION TABLE - ° ; CONTRACT DATE z `f1 Q PG# TITLE COMMENTS PG# DATE DESCRIPTION J Jco U JL.LJ COVER SHEET , = Q U w0 Cl SITE PLAN =,_ o Al FOUNDATION & FLOOR FRAMING PLAN a CV A2 MAIN FLOOR & ROOF FRAMING PLAN A3 BUILDING SECTIONS A4 EXTERIOR ELEVATIONS z> HH ZZpUK ��oOx ��amo W a zawwa oxxza z w.O N �x?x n,awF (I) w U � u � KO M N PM f fCLL W gig a��m'a �ozg F �n rt 'pp C7U Z» �O-aa 'VV.' a� ZwU00 U U ammo PH OWNER APPROVAL INITIAL: PAGE #: PAGE: 1 of 6 V u CD 00 IN) coo O CD CD CD4 (1) Q CD Ok) 9C) I 000 VV ► .., • 1\1\ 0 • 120bNe \ 09 • 9 L up o w 2,5) ‘..?. ,I, g 0 '‘ r\) 61 .7 1/2„ \ / 82,2 ` \ ,41110 .., . . • (a -ye_ . , 0 f „.<___<_._.0------_,..____<----:. 1 3 7, <c‘ . fcc\t n / CONCR %.) I , R I VE 152M .—A IV fV I O _a- 03% I / 44 11 ‘iillie‘ •0 v ‘ 1 1 Pill:10 1 0) 13 0 9C) 0 O ► i\N ►► O • g of :c39 OO ,ftry sal, 4 ...... 1,8,7„.,„c- 0 p000iri 1 i Li ill _ , b /I N _y 0 D = -0 r = m Z D n 30 m R1 = (I) m 0 CA) CA) rn CC) -P cn CI) C/) (/) p p p m m ii -I -I -I PROJECT / CLIENT INFO BUILDER INFO: C) D 0 m m N SITE PLAN MAILING ADDRESS: Op 00 II y rn cn 0 C ) THE HILL SHOP ;p D m z CD 0 2804 OAKES AVENUE PHONE: N m Z I 0rn co > THE INFORMATION,PLANS,DESIGNS,NOTES AND ARRANGEMENTS SHOWN ON THIS DRAWING ARE CONFIDENTIAL O 0 r AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF WEB: STRANDBERG CONSTRUCTION INC.DRAWINGS NOTED AS PRELIMINARY,SCHEMATIC,AND/OR CONCEPT CONTAIN INFORMATION THAT IS CONCEPTUAL AND SUBJECT TO CHANGE.THE DESIGNER MAKES NO CLAIM FOR ACCURACY OF CONCEPTUAL INFORMATION OR OF INFORMATION SUPPLIED BY OTHERS. PRINTED: Tuesday,May 19,2020 GENERAL NOTES DESIGNED BY: ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. DRAFTED BY: © N ALL HEADER MATERIAL TO BE 4 x 10 D.F. #2 U.N.O. o a) VERIFY HEADER HEIGHTS WITH SUPER. eu -Cis 2 ALL EXTERIOR WALLS ARE 2 x 6 - 16" O.C. STUDS, UNLESS NOTED @ 4 © OTHERWISE. 1/4" = 1' U.N.O. co A3 A3 III / ALL INTERIOR WALLS ARE 2 x 4 - 16" O.C. STUDS, UNLESS NOTED DATE d Lii 0'-0 3/4 0 0 3/4" / 1 OTHERWISE. ilI a�/2" If'2" I 36'-0" I Al 05-19-2020 E 32'-0° PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER . DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR 6 X 6 P.T.POST Q Q ABU66 POST BASE OR SIM. • ° a a a i ° ° • a LOCATIONS. 1. 1 A (4)RGRADEEBAR 40 PLAN AREAS #4 REBAR VERT.HOOKS I A 1 o a_6,, M z,., Al • 4 I SHOP 765 SQ.FT. E. .1'-6", 2'-6" MAINTENANCE SHED 34 SQ.FT. -- 9'-3" 2'-0" 20'-9" 2'-0" .1'-6" 0'6" M PORCH 39 S Q.F T. (4)GRADE ao 24"x 24"x 6"CONCRETE F OTING ° — \ ��..-v lam_ #4 REBAR E.w. — — — I — (3)#4 REBAR EACH WAY r — 7 A ` 1 o 2 �� I I I I a s I. Al \'\'*\��\�\�*\�v\ \/ \ 24"x 24"x 6"CONCRETE FOOTING °4, a ° /,may/may/���y/�/may/�/may/�/��y/�/may I (3)#4 REBAR EACH WAY A. 1 I I A3 ° N V ar / 1 I 04 a �° -' I ^ N 2 PILLAR DETAIL �A1� I \ SCALE:3/4"= 1' I - - �° ' L — -- I 0 9 I ►Iri Al II \ I ° I I _ ° � 2X6WALL I 10 II r 1/2"SHEETROCK I © Al I ° �2'-0"�-1'-6" 0'-6" 7/16 OSB SHEATHING II 2 X 6 WALL _ _ — a I — -1' " 2'-6" -6 2-6 - 7/16 OSB SHEATHING SIDING II 1/2"SHEETROCK A3 ° -I— o SIDING 3/4"OSB SUBFLOOR TYVEK HOUSE WRAP 1/2"X 10"A.B.48"O.C.W/ q 2 X TREATED PLATE 3"X 3" BEARING PLATE `o 1 I 1 TYVEK HOUSE WRAP co co w 3/4"OSB SUBFLOOR Al Al 1/2"X 10"A.B.48"O.C.W/ 0 SILL SEAL _.I a Al I �� 2X12 JOIST w¢ A�V�V�V/� 2 X TREATED PLATE IL 3"X 2 BEARING PLATE _1< ►�� o • J __ _ 2X12 JOIST --_ L • SILL SEAL a z v a L /�j�j" Ill SIMPSON HANGER ' <�,� wo �o , r� . ° a i ° ° t t #4 VERT."L"REBAR >��< cC o #4 VERT."L"REBAR / 1 o L. 48"O.C.-CENT. IN WALL , , l•- o z 48"O.C.-CENT. IN WALL >< ko z z rwywv U-3" 0'-3" _ z o i%,y 0'-2 15/1.'0'-3 1/16" N o • (2)GRADE 40#4 / 6"CONCRETE WALL 8 w (2)GRADE 40#4 iv< 6'CONCRETE WALL w 1 HORZ. REBAR N -I w HORZ. REBAR v -I Illa 4'-0" 32'-0" � � INSTALL 6 MILL BLACK Q /�-z ci INSTALL 6 MILL BLACK Q 4"PERFORATED PVC \ VAPOR BARRIER w> 4"PERFORATED PVC �� VAPOR BARRIER cC �A� C FOOTING DRAIN jA//VV` .' L OVERLAP JOINTS 12" , 8O FOOTING DRAIN \'k'` °` L N OVERLAP JOINTS 12" 0p< -' 36'-0" FOUNDATION N OT C S O Cl)LL 5/8"+/-WASHED Lam\ //0440 ���/ 5/8"+/-WASHED CRAWLSPACE VENTILATION ALL FOUNDATION FOOTINGS TO BE 18" BELOW GRADE FROST DEPTH. DRAIN ROCK \��/v//,/x/// 16 y���yy/�</2)GRADE 40#4 REBAR DRAIN ROCK ���\�yi\ 16" �//�/'/(2),GRADE 40/#4 REBAR @ LL W Q �� 'G G i�� i ` �'' / %�iN i �/ CRAWLSPACE AREA: 800 SQ.FT. JOISTS MAY RUN PERPENDICULAR TO DIRECTION SHOWN. I0 z w NOTE: JOISTS MAY RUN PERPENDICULAR TO DIRECTION SHOWN. NOTE: JOISTS MAY RUN PERPENDICULAR TO DIRECTION SHOWN. 800/150=5.33 SQ. FT.OF VENT IS REQUIRED. J zp m FOUNDATION WALL HEIGHTS MAY VARY DEPENDING ON FINAL GRADE. 5 Q =, W. NOTE: FOUNDATION WALL HEIGHTS MAY VARY DEPENDING ON FINAL GRADE NOTE: FOUNDATION WALL HEIGHTS MAY VARY DEPENDING ON FINAL GRADE USING 6 X 16 FOUNDATION VENTS,8 VENTS ARE m 2 0- ALT. 8" FOUNDATION WALL / TYPICAL 8" FOUNDATION WALL REQUIRED. ONE SUCH VENTILATING OPENING / 1 W/ JOISTS SITTING ON WALL / W/ JOISTS HANGING ON WALL SHALL BE WITHIN 3 FEET OF EACH CORNER OF THE BUILDING. 2015 IRC-R408.1 FOUNDATION FOOTING MAY VERY DEPENDING ON FINAL GRADE. SCALE:3/4"= 1' \ SCALE:3/4"= 1' FINAL LOCATIONS OF FOUNDATION VENTS TO FOUNDATION DETAIL MAY VERY DEPENDING ON FINAL GRADE. BE DETERMINED ON SITE. ALTERNATE FOUNDATION DETAILS AVAILABLE UPON REQUEST. NOTE : o w - DEPENDING ON FOUNDATION STEM WALL HT. A OR B WILL z o z BE USED FOR EXTERIOR JOIST CONNECTION 1- ° > z � Q 4 faJ _I w - DEPENDING ON PLACEMENT OF BEAM C OR D WILL BE USED A3 A3 C.) _I FOR MID BERING POINT ON BEAM . - 1_40'- I I— w 0 1 32'-0" 4'-0" - 0 = w 30 LB FELT OR SUITABLE BARRIER A A A4 OR A4 CD TO BE USED BETWEEN HANGER AND 0� °r— _ _ 4 ° � ; N CO ACQ-D&CA-B TREATED SILL N SILL SEAL L.f_ CL plic, ,,,74 ,4,- d 9 �4� \� �poat • ozo zo 0 e IIII�r` - - - J f r=, II II I I II r—_� 1 II a 10'-0" 11'-0" 11'-i" \I a A 6.75X13 GLB DROPPED FLOOR BEAM nI Z> / a ° a ° A4 I I I I 1 1k Ja ) , i L.L W o Simpson Strong-Tie Nall Boise Rimboard r— — — lCJ L I L I °L — O Z o a ITS11.88 •a 5.5X5.5 OST 5.5X5.5 POS- ° n o o BEND TAB AND to BCI®joistwith 8d I 4 -, ° -' liFage' Z1FASTEN WITH 10dx1 � � avr'NAILS WHEN \ j nail into each flange. ° a z WEB STIFFENERS r �/ -I J a�o°� ARE NOT USED - A3 _ _ I 1 ° _ g q o I 2x12JOISTS4 q Q i�aYm N W I 16" O.C. ° `p° N J zawwa (--A TOP PLATE HANGERCB) RIMBOARD 1 zH 0 � N .61 ==0oo NOT TO SCALE NOT TO SCALE _ — 7_1 _ _ Z0 w�Wwo w�aZZ a z? as ° , o a o oo 1 - ° 1 ° 1 o HO OOU Face Mount ° I L ��Z�� © FRAMING NOTES Q Q zz (zo Joist hanger Al — A 0 PO Floor Joist Blocking per IRC 502.7 — — — » ��-aa (Seismic Design Categories D 1 & D2) A3 °°p A4 A4 REFER TO SHEET Al FOR FOUNDATION NOTES AND DETAILS. Z a °° ammo 2X Blockin. o I I 000= FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR �Z�� B B a>oz A4 A4 SCHEMATIC DESIGN ONLY. 0 LLoo ��w� ° a a a ZaZE L It— II— -t A II B — fi —1I—a- — -H — — TT --T — ALL TRUSS TO TRUSS &TRUSS TO BEAM CONNECTORS TO BE DESIGNED ° , a , ° ,,, A4 OR A4 ° ° BY MANUFACTURER 1011111 L � 4i 4'-0" -� 32'-0" 4'-0" - FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE OWNER APPROVAL AND NAIL W/ RING SHANK 8d's @ 6" EDGES & 12" IN THE FIELD. FACE 1 - 40'-0" - GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" Intermediate OSB OR EQUAL. INITIAL: R Versa-Lam or Boise GLULAM Beam: Bearing PAGE #: PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST Beam width shall exceed (WALL OR BEAM) Nailing per local LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO 2x specified hanger nail length code provisions FLOOR HOEDOWN LOCATIONS. Al PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING JOIST TO BEAMir) CONTINUOUS BLOCKING LOCATIONS WHERE THERE ISALOAD BEARING WALL ABOVE. EcII PAGE: ALL CONNECTIONS TO BE SIMPSON OR EQUAL. NOT TO TOE BEAM NOT TO SCALE INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE 3 Of 6 CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM CONNECTIONS. WINDOW FLASHING INSTALLATION GENERAL NOTES DESIGNED BY: 4 3 STEP # 1 A3 A3 ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. DRAFTED BY: o N • ALL HEADER MATERIAL TO BE 4 x 10 D.F. #2 U.N.O. N • 40'-0" - m • VERIFY HEADER HEIGHTS WITH SUPER. 32'-0" -- 4'-0" - SCAI 2 ALL EXTERIOR WALLS ARE 2 x 6- 16" O.C. STUDS, UNLESS NOTED 4'-6" 3'-6" 3'-0" 3'-6" 3'-0" 3'-6" 3'-0" 3'-6" 1 4'-6" - OTHERWISE. 1/4" = 1' U.N.O. V 3646 3646 3646 3646 H 1 A L— J A — J I - _ A • ALL INTERIOR WALLS ARE 2 x 4 - 16"O.C. STUDS, UNLESS NOTED DATE rE w 1 4x6 TOP @ 102" 4x6• TOP @ 102" 4x6 TOP @ 1C2" 4x6 TOP @ 102" H OTHERWISE. 05-19-2020• . N N �� I _ _ ] PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER a . ., STEP A- 1 0 o r DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR ,1yGOR _.,_______---INSTALL TYVEK APRON BELOW - I - � i � LOCATIONS. f WINDOW SILL _ I o S o `9 - �� 4 STEP B m m mm o FRAMING NOTES - INSTALL VYCOR ACROSS WINDOW SILL 5.5XEGLB BEAM ] TOP 121 5/8" REFER TO SHEET Al FOR FOUNDATION NOTES AND DETAILS. STEP C 10'-0" 22'-0" _ I INSTALL TYVEK FLEX WRAP IN WINDOW CORNERS i 6.75X13 GLB DROPPED ROOF BEAM EXPOSED @ 143 1/2" — _ 1-1 r FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR ` 1 -// a o Viaij ► I SCHEMATIC DESIGN ONLY. I, I I I 6X6 POST W/SIMPSON I II_I ALL TRUSS TO TRUSS &TRUSS TO BEAM CONNECTORS TO BE DESIGNED I POST CAP CCQ76SDS2.5 I I BY MANUFACTURER I ORSIMILAR a Q I Icob o I oo o IIFLOOR SHEATHING TO BE 3/4' DX OR OSB STURDI-FLOOR T&G GL E © o, I CODET O a I I Lll LL ' C U4010 :---- ic1Mi1num `� 0_ � O a 00 �a PORCH C°(It. AND NAIL W/RING SHANK 8d's @ 6" EDGES& 12" IN THE FIELD. FACE 00 - 2 x I o Sri I m�- v N ~ �, SMOKE ~ �, N GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" v o 0 _ SHOP 64'-0"x 9'- eo 0`-' COI 31'-O"X 23'-O" uxi 37�Q FTI I x o OSB OR EQUAL. Q M I 767 SQ FT v u' , I I o r'k I p > I II I I I0 PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST I I 7 1 _I LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO II �_ — _ J I FLOOR HOEDOWN LOCATIONS. T PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. II 5.5XN;LB BEAM If ��� TOP 96 ALL CONNECTIONS TO BE SIMPSON OR EQUAL. ��]I 2 J _ A3 _ INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE b - CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM Co CONNECTIONS. EXACT CABINETRY PLACEMENT T.B.D. STEP A- INSTALL WINDOW&4"VYCOR TAPE 32'-0" ----2?I" .- N STEP # 3 - 36'-0" 4'-0" - Call- Capa- Sheath-ing, Sides of wall Nails Stud Stud Stud Stud Nail Top Top plate Sill Black- Top of wall to parallel Top of Bottom Mud sill Sill out city, min. or height, spac'g, size, mat'l Edge/ Plate, splice, plate ing at framing or rim or rim wall to plate to anchor to anchor wind/ screws max., max., min. (see Field min. min. & unsup- blk'g.See perpen- framing. concrete max seis, ,size ft. in. std st'l spac'g @ studs ported dicular See spc'g/ I;I,? / Eh,plf specs) Stud w/ edges framing. min. spac'g, edge See embed- 0 (0 STEP A in.• nail'g went, W Z --"----INSTALL TYVEK HOUSE WRAP `n 0 10 24 2x4 Sawn@24 Con't W Q Z STEP B 6/12@16 sheathing 5/8"j-bolt 0 z +blk or Can't or 5 8" — O m flINSTALLTYVEKTAPE g 5 Q W 15 16 2x6 Sawn 74 6/12 16 @ H_ or sheathing Titen HD, CO 2 D_ 168/ 7'16"OSB one,either side,apply 48"lap W/ Can't sheathing or A34 '1P 8d 2-2x4 2x - A SDWC- or 16d w;3" 7214 120 or phrva-od directly to studs 8- 16d or LTP4 at 36"max. 18 12 2x6 Sawn 6'12@12 15600 6"or wshr-Or :'•24" 4 5"SDS MASA or max- c: 12" l'fASAP �J J/ 22 12 1-75x5-5 LW 6.12@12 O w Z 0— z ILI 4 3 I— 1 A3� A3 Z (n Q 36'-0" - W_ J W 4'0" 32'-0" 2'0" —I W 1 U A2 _ 2 X 10 FASCIA OPEN SOFFIT(VENTED) } W Q 0 O N N W 2 — 0 - i - A f O 1` co PLATE @ 119 1/2" 2 C/ (V STANDARD TOP CONNECTORS ek2� ' ♦ ♦ ♦ 10 ' A2 11 N N N o o p 9 COMP. ROOFING 12 trj co 66 trj 3 - 3'-0" 7/16"OSB I 1'-0" ' 2 X 12 RAFTERS @ 24"O.C. S.SX9 BEAM TOP @ GLB12 EA BLOCKING BETWEEN RAFTERS(VENTED) / 10'-5 1/2" -- 21'-6 1/2" •Ir!h /8" IALUM. DRIP EDGE Y 1011 6.75X13 GLB DROPPED ROO=BEAM1XPOSED @ 143 /2" - z>�, • HGA1 0 GUTTER 2X6 RAFTERS 24"O.C. — k 2X6 RAFTERS 24"O.C. aal/ 2 X 10 FASCIA / AIRBAFFLEW/1"GAP COMP. ROOFING O — a U I� I COMP. ROOFING 000U.I Imo. ON LOWER SHED ROOF I 6X6 POST W/SIMPSON I ON LOWER SHED ROOF 0 o•°w SIMPSON H2.5A / POST CAP CCQ76SDS2.5 woo 2_� 5/8"SHEETROCK N Z o Ali OR SIMILAR I = ;Z��� x - O Z " o= SOFFIT TO BE VENTED 1/2"SHEETROCK 1 2 I w, o a w o �� A3 2X12 RAFTERS 24"O.C. IF ENCLOSED 11I 2X6WALL z- — mo 0 0 a ���am COMP. ROOFING ' + N °O I R-38 INS. OPTIONAL c� ` z a w W ka 7.„.......›.... a rn I . �o =��oo 3 NFawF H?xa 2 X 8 FASCIA OPEN SOFFIT � 2 X 8 FASCIA OPEN SOFFIT = ~ct �� - 3:1 - w�Wo ON LOWER SHED ROOF I a ON LOWER SHED ROOF 2 W�"" / \ TYP. EAVE DETAIL " .1LcN=Z 1 o J — z �aoLT / l ifl Al 1 0 ` <UGHz / SCALE: 1/2"= 1' 1 N N N N� 2 Q �'o Z° w- � oma Q HURRICANE TIE @ EXPOSED BEAM �A2�sIM. I sIM. A2 J boA M M Cri I 5.5X9 GLB BEAM o ¢o° TOP@96" — Nzoaz © LLI 111:: + 1'0" Q ��Z>> — 3'-0I maa A3 I ,O000 'tr [4_ p Zw000 'I�$ g`tR�LL rI ammo �� VENTILATION NOTCH AIR BAFFLE W/1"GAP z~z a 000x Z ai�z @ COMP. ROOFING\ 2 X 12 RAFTERS 24"O.C. . a 0 0000 0 O 7/16"SHEATHING 2 =a<o PLATE @ 97 1/8" U z z \......,to Y 0 < u 2 X10IVENTED I m m H31816 2 X 10 FASCIA N OUTLOOKER N` BLOCK I Imib OWNER APPROVAL LJ �� �� I �� i NI, t II NCO %l SOFFIT TO BE VENTED 2 X NAILER 1 2 X 10 FASCIA OPEN SOFFIT(VENTED) INITIAL: 6N IF ENCLOSED 5/8"SHEETROCK/ /42 PAGE #: 0 2'-0" - 4'-0" 32'-0" —2'-0"-- 1/2"SHEETROCK 2�'16rr 0 ° 2 X 6 WALL - 36'-0" - PLAN AREAS A2 SHOP 765 SQ.FT. PAGE: H2.5A / 2 TYP. EAVE DETAIL @ RAKE MAINTENANCE SHED 34 SQ.FT. 0 HURRICANE TIE @ TRUSSES _) SCALE: 1/2"=1' PORCH 39 SQ.FT. 4 of 6 DESIGNED BY: ELEVATION/SECTION DETAILS DRAFTED BY: o N O 1 RIDGE VENToi >. SCFn (6 g COMPOSITION ROOFING. TYPE AND 2 COLOR TO BE DETERMINED. 1/4" = 1' U.N.O. H DATE o 2 X 10 FASCIA LU 3 (B) 2 X 8 FASCIA 05-19-2020 SOFFIT TO BE VENTED IF ENCLOSED 4 CONTINUOUS ALUMINUM GUTTERS. OVERALL A OVERALL A _s 2 5 2 X 12 RAFTERS - 24" O.C. BUILDING HT. " BUILDING HT. � �+ � — � (B) 2 X 16 RAFTERS - 24" O.C. ©' Illlll�ll�llWWP II II II II II II II ' 3 2 �I i . i-- 6.75" X 13" GLB EXPOSED W/ NAT. FINISH. UPPER PLATE HT. A I uv UPPER PLATE HT. A �I I 6 I I 6 (B) 5.5" X 9" GLB EXPOSED W/ NAT. FINISH. OF VAULT V M 0 5 I OF VAULT V �I I ,' 1 _ T LOWER WINDOW `3 3 LOWER WINDOW I 8 3B HEADERS 8 , HEADERS II = �' 6B LOWER PLATE HT. A LOWER PLATE HT. A mv �I ill OF VAULT OF VAULT 4 1,1 5B 8�� = 7 SIDING TYPE TO MATCH EXISTING HOUSE 3B i !j _ 5/8" SHEETROCK ON CEILINGS SHOP VAC SHOP 8 1/2" SHEETROCK ON WALLS Eoii, C I ROOM °' °° 7 O D 0 0 0 0 O D 0 0 0 0 O D 0 0 0 0 0 0 7 °' °° 7 I I1 ICI ICI ICI ICI ICI 9 2 X 12 FLOOR JOISTS - 16" O.C. 11 ® 1 O 6.75" X 13" GLB DROPPED BEARING BEAM MAIN FLOOR MAIN FLOOR r I _� I—� L. 6 X 6 POST TO FOOTING 12 5/8"FLOOR SYSTEM 1I 1 �� �� �� �� �� ��i 9 �� �� �� �� �� �� �� �� a 12 5/8"FLOOR SYSTEM =1 �� �� �I �� �� �� �� �� �� �I �� �� �1 9 �� �� �� �� �� �I �� �� �� �� �� �� �I I I I I I I I I I I I 1111 I I I I1 I =1 11 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1. 1 1 1=1 1 1=1 1 1=1 1 1=1 1 1=1 1 1=1 1 1=1 1 1=1 1 1 — • 111=111 1 1 1 1 1 1 1 1 1 1 1 1 10 6 X 6 P.T. POSTCRAWLSPACE I1 1 1 1 1 1 1 1 1 1 1 CRAWLSPACE 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 III IIII IIII IIII 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1i1 ABU66 POST BASE E OR S I M. 1 1 1 111 1 1 1 1 1 1 1 1 1 1 1 . 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I PILLAR PER 2/A1—I — i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i 111111111111111111111111111111111 111111111 111111111111111111111111111111111111111111111111111111111111111 111111111111111111111111111111111111111111111111111111111111111111 111111111111111111111111111111111111111111111111111111111111111111111111111111111 COMPACTED FILL OR UNDISTURBED SOIL COMPACTED FILL OR UNDISTURBED SOI IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII-III- I III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII-III- IIIIIIIIIIIIIIIIIIIII=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III-III- I III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I I 12 4 CONC. SLAB 13 14 0 ,_z W E o 0 15 Et Q. oz w J 0 m W m 2 0 16 BUILDING SECTION 2 BUILDING SECTION 1 O w U D z o- z H O > w_ � Q J J W U = ~ w0 wH71- o O o0 II N 1 1 0_ OVERALL A 12 12 OVERALL A 4 2- 12 BUILDING HT. r X . . X BUILDING HT. V x ► - x 3 2 2 3 3• , 2 2 3 4 4 :::: A --- 1 5 6 5 UPPER PLATE HT. A, 5 6 5 LOWER WINDOW OF VAULTLigi LOWER PLATE HT. LOR WINDOW r HEADERS 8 ' OF VAULT HEADERS ' 8 W ozh° ~Q 4,11 3 3 o0w‹ z LL° -UO G wpA�' � O ?w°° w � (V SHOP SHOP �¢ w U�Um Zo - W Q W s a s- 7 U WE 3w""" u 8 °° u o 00 00 00 ���oo LLJ 0Qw� y7zQ HO��� w�ww0 zz I a QaoUO sz� 49 sJ 9 KKK z,_1-O MAIN FLOOR �J �� MAIN FLOOR x Q�°�z 12 5/8"FLOOR SYSTEM 9 12 5/8"FLOOR SYSTEM 9 °°Z W° QwN TrT I1111111 a 1111/1111 . � 111 ° 111 111 ;n o z 111 1 111111111111111 ° 11I 111 11 ` x3� 10 = 10 1 Z zz� z CRAWLSPACE 11111111111 1111111111111111 CRAWLSPACE 1i11i11i1 _ ooQ- zwUQQ !lot 1 a191911111I aIIIII a °-��111I11 11 ii fi 11 IIIIII I111 °���� 1111111 111111111 11111111 1i i i i ii i ii i ii i ii i ii i ii i ii i ii i ii i ii i ii i i i ii i ii i ii i ii i ii i ii i ii i ii i ii i ii i ii i ii i ii i ii i ii i ii i ii i ii i ii i ii i !lozz IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111= I I=III=III=III=III=III=III=III=III=III=III=III=III=III III=III=III=III=III=III=I II=I II=I II=I II=I II=I II=I II=11' 11=I II=I II=I II=I II=I II=111=111=111=111I III III III II x ° COMPACTED FILL OR UNDISTURBED SOIL -COMPACTED FILL OR UNDISTURBED SOIL_ °-.W t 111111111111I =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 1= =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 111 111111111111111111111111111111111I 1I z,iao o,1 iQEO M PH W PH �O x r yz OWNER APPROVAL INITIAL: PAGE#: PLAN AREAS A3 SHOP 765 SQ.FT. PAGE: MAINTENANCE SHED 34 SQ.FT. BUILDING SECTION 4 BUILDING SECTION 3 PORCH 39SQ.FT. 5 of 6 DESIGNED BY: ELEVATION/SECTION DETAILS DRAFTED BY: o N O 1 RIDGE VENT CV >. SCFn (6 g COMPOSITION ROOFING. TYPE AND 2 COLOR TO BE DETERMINED. 1/4" = 1' U.N.O. al H DATE o 2 X 10 FASCIA 0, 3 (B) 2 X 8 FASCIA 05-19-2020 SOFFIT TO BE VENTED IF ENCLOSED 4 CONTINUOUS ALUMINUM GUTTERS. OVERALL 1 OVERALL 1 2 X 12 RAFTERS - 24" O.C. BUILDING HT. A - - == - -=' '� — --' - — — "_ —• BUILDING HT. A — — — 5 (B) 2 X 16 RAFTERS - 24" O.C. 3 — — — — — — — — 3 3 3 + r r r r r r r 6.75" X 13" GLB EXPOSED W/ NAT. FINISH. 12 — — — — — 3B 12 6 UPPER PLATE HT. X — — — — — — — — — — — — UPPER PLATE HT. A X (B) 5.5" X 9" GLB EXPOSED W/ NAT. FINISH. OF VAULT 3 J 3B OF VAULT " 3 ♦ LOWER WIN—— ,- 7 , , — , — , — , — , — + ' ' HEADERS LOWER PLATE HT. LOWER PLATE HT. - - - - " ' - OF VAULT 4 OF VAULT 6BF — 4 7 SIDING TYPE TO MATCH EXISTING HOUSE 3B —J16B o — 3B M 6B M 6B 7 7 8 5/8" SHEETROCK ON CEILINGS 1/2" SHEETROCK ON WALLS _...., L A. 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SLAB 13 14 0 cn ,_• W z o 0 15 Lu Q. oz w J J- m W m 2 0 16 SOUTH ELEVATION NORTH ELEVATION O w U D z o- z � O � w_ u) Q J J W U -1-- ~ w0 w H � CD O o0 N 4 1 OVERALL A 12 12 OVERALL A 4 2 _12 BUILDING HT. " X . . X BUILDING HT. ' X • • X 3 2 2 3 3 , 2 2 3 • 4 4 UPPER PLATE HT. A UPPER PLATE HT. A 3B/ OF VAULT _ _ _ 4 OF VAULT 4 6g LOWER WINDOW HEADERS 3 3 g — — — 4 • 3 r LOWER PLATE HT. A s 4 LOWER PLATE HT. a <� OF VAULT OF VAULT LOWER WINDOW = = z W o0 HEADERS I ❑ZoB 3 3 - o°w� O O UiZO �II _ O f D f �. _0 aWU� U,amgui zwoow f D f — �kZZr — 7 — 7 7 —,—,o._, 7 glaw° jiimiLNNr�❑ co `° [ fool�l ] - 9 I — > z�ww= wrZw° y7- a l 22jrCL f 11 1J IIII IIII w�dzz_ � LL Z a'¢2LL 1 1 1 1 11 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 t 1 1 1 1 I 1 I 1 1 1 - -, 12 1 1 1 1 I-1-1 .z W o 0 MAIN FLOOR MI MAIN FLOOR a 6 o r z z 12 5/8"FLOOR SYSTEM 12 5/8"FLOOR SYSTEM O O IIIIIIIIIIIII III III i li I Ii i ii III III III i 1IIIIIII i ii i ii i ii i ii i iIIIIIIIIIIIIIIIIIIIIIIIIi i ii i ii m = 1I.IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIi i ii i ii i iI I I IIIII i ii i ii i ii i IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIi i ii i ii i - ¢��m 1 111 I I- =11111-I 111 111 111 111 111 111 111 11IIIIIIIIIIII1 I I-1 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 I II� IIIIII1 111 111 111 111 111 111 111 111 111 111 111 111 I IIIIIIIIII-III-III-III-III-III-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I1=1 H-1 I I-1 I I-1 I I-1 I I-1 I II I m a oze), 0� ❑0 zzgaz 11H11 11-I I I I II 11 1 1 11 I I I I I ii�iii I I I I I I I I I I I I I I I I I I I I I I I I—I I I— I I I I I I I I I I I I I I I I I I I I I I Ii_—iri iI I I I I I I I I I I I I I I I I I I I 1 COMPACTED FILL OR UNDISTURBED SOIL I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I- I I I-I I I-I I I-I I I-I I I-I I I-I -I -I I-1 -1 1-1 1 1=1 1 1=COMPACTED FILL OR UNDISTURBED SOIL-I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I- w ? a I I I 111 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 IHII 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I mow W awrNa y r I I I 6861 Ur ` ' Ogr¢ x ?az1 ' ` w �O x r W r mz OWNER APPROVAL INITIAL: PAGE#: PLAN AREAS A4 SHOP 765 SQ.FT. PAGE: MAINTENANCE SHED 34 SQ.FT. EAST ELEVATION WEST ELEVATION PORCH 39 SQ.FT. 6 of 6