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HomeMy WebLinkAbout41813-Z ��o�suPfOl��oGy Town of Southold 10/19/2018 o P.O.Box 1179 o + 53095 Main Rd 'fgjfl� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39987 Date: 10/19/2018 THIS CERTIFIES that the building SHED Location of Property: 295 Bailey Ave, Greenport SCTM#: 473889 Sec/Block/Lot: 34.4-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/3/2017 pursuant to which Building Permit No. 41813 dated 7/14/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ACCESSORY SHED AS APPLIED FOR The certificate is issued to Horsfall, Cheryl of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41813 10-05-2018 PLUMBERS CERTIFICATION DATED t o d Signature o�SaFWQ�o TOWN OF SOUTHOLD �. BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41813 Date: 7/14/2017 Permission is hereby granted to: Horsfall, Cheryl 200 E 16th St#3M New York, NY 10003 To: construct an accessory shed as applied for. At premises located at: 295 Bailey Ave, Greenport SCTM # 473889 I Sec/Block/Lot# 34.-4-5 Pursuant to application dated 7/3/2017 and approved by the Building Inspector. To expire on 1/13/2019. Fees: ACCESSORY $1561.00 CO -ACCESSORY BUILDING $50i 00 Total: $206.00 Build ng Insp cZr Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957)non-conforming uses, or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 Date. —7�/��" New Construction: V Old or Pre-existing Building: (check one) Location of Property: 2q�-(Ajo &f`f FA 11-� CZ CQ I 2 House No. Stre Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section O Block O Q// O 0 Lot (90S r DO 0 Subdivision Filed Map. 06:110 Lot: Z I Q- Z 2- Permit Permit No. I Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: - (check one) Fee Submitted: $ iou A is n Si n ure 'A�pF SO!/T�,OIo Town Hall Annex Telephone(631)765-1802•, 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �Q roger.richert(c�town.Southold.ny.us Southold,NY 11971-0959 �Q�yCOU�'�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To- Horsfall Address: 295 Bailey Ave City: Greenport St: New York Zip: 11944 Building Permit#: 41813 Section: 34 Block: 4 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Custom Lighting of Suffolk License No- 38893-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat Duplec Recpt 5 Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures 4 CO Detectors Sub Panel 50a A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200a Switches 2 Twist Lock Exit Fixtures TVSS Other Equipment up grade 200a overhead service to main house Notes. wiring of accessory budding Inspector Signature: Date: October 5 2018 81-Cert Electrical Compliance Form.xls SOUT o��UOUMV 0� TOWN OF SOUTHOLD BUILDING DEPT. 765-1502 INSPECTION [ FOUNDATION IST A [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: fouv,�4�-) DATE INSPECTOR a0F SOUIyo # TOWN OF SOUTHOLD BUILDING DEPT. `yco 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ ' FRAMING /STRAPP NG [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 1-0 DATE INSPECTOR SOF 50UTy hod o� # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [ FINAL S� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTORy 0 hO��OF SOUIyo� # f TOWN OF SOUTHOLD BUILDING DEPT. �o • �O �ycou765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ]—ROUGH PLBG. r [ ] FOUNDATION 2ND [ ] INSULATION f lj [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ' [eJ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: AI'A t 6 ez— DATE © 5� ��` INSPECTOR FIELD INSPECTION REPORT DA E COMMENTS oris l S VKV D FOUNDATION(1ST) ------------------------------------ S FOUNDATION (2ND) ^p. .4 Ism( elfY 3� VZ ROUGH FRAMING& PLUMBING r INSULATION PER N.Y. y STATE ENERGY CODE OE Alm Loolu — FINAL ADDITIONAL COMMENTS rl-a.l- e-, �o - —z m X � b 1 H 0 " � z d b H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING.IBSEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of *Wing Plans TEL'(631) 765-1802 Planning Board approval FAX: (631) 765-9502 '` �j 1Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c Phone: 9 J4��j 3 ©-36 Expiration ,20� nD 0 V L5 iInsp owy___� - D PPLICATION FOR BUILDING PERMIT JUL - 3 2017 Date , 20 BUILDING DEPT. INSTRUCTIONS TOWNOFSOU7 (Iq� a. This application e completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit - authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) l W_-31-f j N tj iv (Mailing address of app icant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premisesL— (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on whicji proposed work will be done: KA- 6I r ���P��- House Number Street Hamlet County Tax Map No. 1000 Section (9 0 Block 0 0 0 Lot Subdivision Filed Map No. Lot �2/ a,4—a b 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ;1p � b. Intended use and occupancy 3. Nature of work(check which applicable):New Building ✓ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars "'X I , 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 14 I Rear 1 �� I Depth 0 / Height 1",) ?� Number of Stories A 9. Size of lot: Front COD I Rear. 60 Depth /4 0 I 10. Date of Purchase 921' Name of Former Owner 2q ��I r✓�� �1/ nl C G©f\ 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO X Will excess fill be removed fro premises?YES NO 20$'I,6-j,,5%$#-&/� 14. Names of Owner of premises ALL Address Phone No.l`l/q- " ©3� Name of Architect Address Phone No Name of Contractor Address Phone No. s 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO_\,< _ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. I 18. Are there any covenants and restrictions with respect to this property? * YES No X * IF YES, PROVIDE A COPY. f STATE OF NEW YORK) { SS: COUNTY OF aFFv6k i! (f4tQc' being duly sworn, deposes and says that(s)he is the applicant F (Name o ind�i�vidrual signing contract) above named, (S)He is the � (v� 1 (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this da f 201 otary Public Sign atur of Applicant Kim E.Fuentes Notary Public,State of New York Qualified in Suffolk County LIC.#01 FU4811709 ' Commission Expires April 30, _ A Scott A. Russells°� � SUPERVISORz I��/1[A\ISA\�G 1E1\M1]EN\`]F SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 '�,� Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOLES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes O (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑P�D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. - -- - - - - -- - --- - - - - --- If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date. Distend ✓� e� NAME C - XM� �FA 1-(— �-f -5 Section Block Lot I-OR BUILDING DEPARTMEN"1-LSE ONLY Contact Information Reviewed By: - - - - - - - - - - - - - - - - - - Date- Property - T } Date Property Address / Location of Construction Work — — — — — — — — — — — — — — — Approved for processing Building Permit. Stormwater Management Control Plan Not Required bij — — — — — — — — — — — — — — ❑ Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review) FORM SMCP-TOS MAY 2014 BUILDING DEPARTMENT- Electri ---30 TOWN OF SOUTHOLD =rL2 11 Town Hall Annex - 54375 Main Roa 0 Box 1179 Southold, New York 1197 -0 59 OCT - 3 2018 Telephone (631) 765-1802 - FAX(631) 765-9502 roc ier,.richer,tMown.southold,.'nv,:Lumf. DYING1 DEM, APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: 311% Company Name: Cug mm %ONA�cx"194 0� 521UPczol Name: License No.: --ZZIS Ck 3-*4C., e-mail: Address: fLoog goffi3=k� K�y tfiqs-a [Phone No.: JOB SITE INFORMATION: (All information Required) Name: Address: ace�12:)a 1rjA Ace'- Bccmipof--�-- Cross Street: k Phone No.: Bldg.Permit#: !AA 1 email: ,Tax Map District: lobb Section: Block: Lot: BRIEF DESCRIPTION OF WORK(Please Print rgDoClearl K)Lw , omp Cluf IV Od C&C ox M �S�uz IF-If C+, -r t C, 4), flg&Q !ah a Circle All That Apply: Is job ready for inspection?: YE RQ Rough In Ci;D Do you need a Temp Certificate?: YES NO issued On Temp lnformition: (All information required) Service Size 1 Ph 3 Ph Size: A #Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect-Service Reconnected -Underground-Overhead [#Underground Laterals 1 2 H Frame Pole Work done,on Service? Y N Additional Information! PAYMENT DUE'WITH APPLICATION 82-Request for Inspection FormAs C 0 q0 4 1 co3 o I (i AILA ,n r r or pF SO!/j�Ql Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 'Q BUILDING DEPARTMENT TOWN OF SOUTHOLD October 2, 2018 Cheryl Horsfall 200 E 16th St#3M New York NY 10003 Re: 295 Bailey Ave, Greenport TO WHOM IT MAY CONCERN: The F ollowing Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: V Electrical Underwriters Certificate A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (Ail permits involving plumbing after 4/1/84) =Trustees:Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. ;Final Landmark'Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 41813 -Accessory Shed OBAB11 MM WO MM I DIVEn12015 ONt,WWG k JOB NO.15-140 THE EXISTENCE OF RIGHTS OF WAY UNAUTHORIZED ALTERATION OR ADDITION "M AND/OR EASEMENTS OF RECORD IF TO THIS SURVEY IS A VIOLATION OF ANY. NOT SHOWN ARE NOT SECTION 7209 OF THE NEW YORK STATE Area= GUARANTEED. EDUCATION LAW - 8,039 s.f. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR Premises known as- EMBOSSED SEAL SHALL NOT BE CONSIDERED VA TO BE A LID TRUE COPY. 295 Bailey Avenue, Greenport GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND To THE ASSIGNEES OF THE LENDING INSTI— TUTION. GUARANTEES ARE NOT TRANSFERABLE. a t rah x NOIse ��Ie DxprF�OSR aoyy let�� s �O U.6tNR'ent 8� 1°} P�OF m O tan46`4 t tl2�pen�me g� '00 � metol $,o SWS cow O, 6 cOj oemaj YN°eF L°S WOO a �G �p p1EW YO O F;�� GgiA cif. y fl 5aa5,r Survey of Part of Lots 21 and 22 Certified to: - MAP OF BUCKLEY FARM CHERYL LEIGH HORSFALL FILED SEPTEMBER 5, 1914 AS FILE MAP NO. 298 EMINENT ABSTRACT, INC. (EA1300-S) COMMONWEALTH LAND TITLE INSURANCE COMPANY situate in JPMORGAN CHASE BANK, NA Greenport Town of Southold Michael W. Minto, L.S.P.C. Suffolk County, New York LICENSED PROFESSIONAL LAND SURVEYOR NEW YORK STATE LICENSE NUMBER 050871 District 1000 Section 34 Block 4 Lot 5 2 Bell Court Scale 1I'= 20' Surveyed April 9, 2015 Lake Ronkonkoma, N.Y. 11779 GRAPHIC SCALE PHONE/FAX: (631) 580-1202 CELLULAR: (631) 766-971466-9714 zo ° t° 20 o° e° EMAIL. mikemintolspcOgmail.com ( IN FEET ) 1 mch = 20 fL SEQUENCE OF SHEETS PROJECT DESCRIPTION: SHEET # DESCRIPTION SHEET # DESCRIPTION � 140 SQ FT OF NEW CONSTRUCTION (STAND ALONE STRUCTURE) A-000 COVER S-100 FOUNDATION PLAN � A-200 BUILDING ELEVATIONS S-101 FIRST FLOOR FRAMING PLAN 10'-0 x 14'-0 ACCESSORY BUILDING (STUDIO) A-201 BUILDING ELEVATIONS S-102 ROOF FRAMING PLAN OCCUPANCY GROUP: U STUDIO 5 H ED- A-300 BUILDING SECTIONS S-300 BUILDING SECTIONS �� 1500 CHERRY STREETLOUISVILLE, CO 80027 S-001 STRUCTURAL GENERAL NOTES S-301 BUILDING SECTIONS Ph: 888.900.3933 WWW.STUDIOSHED.COM S-002 STRUCTURAL GENERAL NOTES E-100 ELECTRICAL PLAN ' �i GAJ S-003 STRUCTURAL GENERAL NOTES — — C _ (;vDt. X06/22/2017 AISSUE DATE t FENT AT r TC' d PIM, FOR THE )N": REVISIONS r rr ti^i—f^ s c _TRUII T O' MST C.U. ' UGTI'� MEET T rv..- - - 4T- OF THE CODES OF NEN �, •., Al=. ;IC) RESPONSIBLE FC 3 DC:v; . { :,F CC;aSTr UCTION ERROR '. MY OR UNLAWFUL SCAT � 'ea BOUT CERT�F z OF OCCUPANCY o ; m r FS 017: O TOWN, COD U) ._. U 10, zUJ w W � T �— ___. w > ct C1' O L Q z U)X ,U- mW w C CC Lu W o O a O`2i� ac �-- 2 z N 0 ¢ O 18x24 SHEET SIZE 15'-96" 4 STUDIO SHED" 1500 CHERRY STREET 12 LOUISVILLE, CO 80027 4'-112" 71 Ph: 888.900.3933 10WWW.STUDIOSHED.COM $" 1 10-" 2 06/22/2017 ISSUE DATE 12'-25" 7'-38" 3 REVISIONS 3'-104" 6'-22" R.O. 3'-104" 14' �1 FRONT ELEVATION CD Z . O J_ m w U 0') T W w � r V zo W Z 15'-916 V w Q C U) J W a d' o r W LL QZ m v> cn w w LL'o ZEN w (� Q 12 4'-112" 7F 108" 1 / 1 \ 10-„ 12'-25" 7'-38" 4 4 31,. 3'-118"SHEAR 2'-6" 6„ 2'-6" 3'-118"SHEAR 31„ 2 WALL R.O. R.O. WALL 2 14' t 2 BACK ELEVATION 24 SHE SHEEETT SIZE 12'-116" 114" 5 3 114" STUDIO SHED" 1500 CHERRY STREET LOUISVILLE, CO 80027 Ph: 888.900.3933 MMSTUDIOSHED.COM 06/22/2017 ISSUE DATE 12'-2$" REVISIONS 5 4'-3" 9R.O. 72 SHEAR 1'-102" WALL 10' r RIGHT ELEVATION - ' C'3 Z_ O WINDOW AND DOOR SCHEDULE J NO. SIZE(WIDTH x HEIGHT) FRAME QTY LOCATION DESCRIPTION coi W f FRONT AND BACK ,- 1 2:'-6"x 3'-1 1/2" ALUMINUM 4 ELEVATION FIXED, DOUBLE PANE, LOW-E 2 1"-4 3/4"x 2'-5" ALUMINUM 2 FRONT ELEVATION FIXED,DOUBLE PANE, LOW-E CD w' 3 6,-8 3/4"x 3'-2" FIBERGLASS 1 FRONT ELEVATION 72"LEFT HAND OUTSWING, w W' W TEMPERED, LOW-E GLASS Z Z } 16 4 2'-6"x 6'-2" ALUMINUM 1 BACK ELEVATION FIXED,DO TEMPERED BLE LOW-E, V o W > Z 11 „ 3 5 11 " � cc44 FIXED OVER OPERABLE AWNING, Q CC 5 2-6' x 5-0' ALUMINUM 1 RIGHT ELEVATION v� O DOUBLE PANE,LOW-E Zo Q J OL OPERABLE AWNING DOUBLE PANE, T- 6 v V- Z cn 3'-0"x V-6" ALUMINUM 1 LEFT ELEVATION LOW-E X o U) 040 Lu w O a OLoaC o zp NCS Q 1-11 lilt it III III]I I 111111111 ililiml 11111111111 12'-2$" \\ �- i i ' , (-- SHEAR 3'R.O. 6" 2 WALL 42" 10' LEFT ELEVATION 24 SHE SHEEETT SIZE GALVALUME 26 GA COR MTL ROOF ICC ESR-2385 2x ROOF RAFTER, SEE 1/S102 ROOF UNDERLAYMENT 3/4"PLYWOOD ROOF SHEATHING ICC ESR-1306 SEE 1/A-300 FOR MORE INFORMATION STUDIO SHED" 26 GA ALUMINUM FLASHING 1500 CHERRY STREET 26 GA LOUISVILLE, CO 80027 1/4" HARDIESOFFIT VENTED ALUMINUM Ph: 888.900.3933 FIBER CEMENT SOFFIT R-30 RECYCLED DENIM FLASHINGSEE 1/A-300 FOR MORE WWW.STUDIOSHED.COM ICC ESR-2273 INSULATION INFORMATION \� 06/22/2017 MILGARD FIXED WINDOW SIZE VARIES, SEE PLANS (3)2x4 HEADER ISSUE DATE x >� 1I (2) 1/2" PLY 26 GA ALUMINUM Imo— 1/2"GYPSUM BOARD FLASHING _ R-21 RECYCLED DENIM 1/2"ZIP-SYSTEM'm WALL SHEATHING — INSULATION,TYP IN 2x6 R-13 RECYCLED DENIM REVISIONS WITH IMPREGNATED MOISTURE BARRIER GABLE END WALLS ICC ESR-1474 INSULATION,TYP IN 2x4 SIDE WALLS 5/16" HARDIPANEL FIBER CEMENT EXTERIOR SIDING ICC ESR-2290 P.T. STRANDGUARD (ZB TREATED) TIMBERSTRAND LSL SILL PLATE ICC ESR#1387, SECTION 5.5 26 GA ALUMINUM FLASHING ------ ---------- _ ————————————— J I I I I t I I I I CONCRETE FOUNDATION, SEE 1/S-100 ------------- -------------J ---__J FRONT WALL SECTION AT CLOUDLITE �2� BACK WALL SECTION 1�3� RAKE WALL SECTION 0 J _ - . — . 1 _ i m m 0 ` w � C�/�� 0")v+ T W w W Z o o (,� Q J_: SEE 3/A-300 FOR MORE Q cc INFORMATION Q QI III w 0- SEE STRUCTURAL �� r 0 U- Q Z co rLo 0 U � O z� ccy)\l x ( SEE 1/A-300 FOR MORE INFORMATION 26 GA ALUMINUM FLASHING 26 GA ALUMINUM FLASHING x 36"OR 72"OUTSWING DOOR -SEE S-200 FOR LOCATION OPERABLE WINDOW-SIZE VARIES, -SEE S-201 FOR DETAILS SEE PLANS FOR LOCATIONS SEE ZIP SHEATHING INSTALL MANUAL FOR WINDOW FLASHING DETAIL SILL GASKET MEMBRANE, AS REQ -------------- x I ------------------ I I L------ I ----------------- Q FRONT WALL SECTION AT DOOR �� TYP WALL SECTION WINDOW 18x24 SHEET SIZE PROJECT DESCRIPTION: STRUCTURAL GENERAL NOTES: 142 SQ FT OF NEW CONSTRUCTION (STAND ALONE STRUCTURE) L-I 10'-1" x 14'-l" ACCESSORY BUILDING FOUNDATION DESIGN: [_'T FOUNDATIONS ARE DESIGNED WITHOUT AN ENGINEER'S SOIL INVESTIGATION. THE DESIGN CRITERIA IS ASSUMED FOR STUDIO SHED- PURPOSES OF FOUNDATION DESIGN. 1500 CHERRY STREET LOUISVILLE, CO 80027 STRUCTURAL GENERAL NOTES: FOOTINGS: Ph: 888.900.3933 WWW.STUDIOSHED.COM DESIGN LOADS: 2016 NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE/ 2015 IBC/ DESIGN OF FOOTINGS IS BASED ON MAXIMUM ALLOWABLE BEARING PRESSURE 1500 PSF SOUTHHOLD TOWN CODE BEAR ON THE NATURAL UNDISTURBED SOIL OR COMPACTED STRUCTURAL FILL. 06/22/2017 ASCE 7-10 ISSUE DATE RISK CATEGORY REINFORCED CONCRETE: II STANDARD DESIGN IS BASED, ON ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" AND ACI 332 "REQUIREMENTS ROOFS: FOR RESIDENTIAL CONCRETE CONSTRUCTION." CONCRETE WORK SHALL CONFORM TO ACI 301 "STANDARD ROOF DEAD LOAD 15 PSF SPECIFICATIONS FOR STRUCTURAL CONCRETE." ROOF LIVE LOAD 20 PSF ROOF SNOW LOAD 20 PSF STRUCTURAL CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES: REVISIONS IMAX I I SLUMP, I ENTRAINED FLOOR LIVE LOADS: F'C, PSI I W/C I MAXIMUM I INCHES I AIR, PERCENT ICEMENT I ADMIXTURES, UNIFORMLY LIVE LOAD ( INTENDED USE 128 DAY I RATIO JAGGREGATE ( (+/- 1") 1 (+/- 1.5%) TYPE COMMENTS OCCUPANCY OR USE DISTRIBUTED (PSF) CONCENTRATED (LBS) REDUCTION SLAB ON GRADE 14,000 10.45 13/4" STONE 14 13 1/II LIVING SPACE 40 N/A NO DETAILING, FABRICATION, AND PLACEMENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI 315 "DETAILS AND WIND: DETAILING OF CONCRETE REINFORCEMENT." ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST) = 135 MPH REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60, EXCEPT TIES OR BARS SHOWN TOBE FIELD-BENT, WHICH NOMINAL DESIGN WIND SPEED, VASD, (3-SECOND GUST) = 107 MPH SHALL BE GRADE 40. INTERNAL PRESSURE COEFFICIENT = 0.18 (ENCLOSED) BARS TO BE WELDED SHALL CONFORM TO ASTM 706. 0 WIND EXPOSURE = D AT CORNERS AND INTERSECTIONS, MAKE HORIZONTAL BARS CONTINUOUS OR PROVIDE MATCHING CORNER BARS FOR z COMPONENTS AND CLADDING DESIGN WIND PRESSURES (ULTIMATE) EACH LAYER OF REINFORCEMENT. 0 UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS, LAP BARS 50 DIAMETERS (MINIMUM) J WALLS: WITHIN 3 FEET OF CORNERS +46.4 PSF -60.9 PSF EXCEPT AS NOTED ON THE DRAWINGS, CONCRETE PROTECTION FOR REINFORCEMENT IN CAST-IN-PLACE CONCRETE SHALL BE AS FOLLOWS: � AWAY FROM CORNERS +46.4 PSF -50.4 PSF m CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" }- ROOFS: EXPOSED TO EARTH OR WEATHER: � WITHIN 3 FEET OF CORNERS +42.6 PSF -53.4 PSF #5 BAIR, W31 OR D31 WIRE, AND SMALLER 1-1/2" 0 WITHIN 3 FEET OF EDGES +42.6 PSF -53.4 PSF (n wNOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: z w 0') AWAY FROM EDGES +42.6 PSF -53.4 PSF SLABS, WALLS, JOISTS: #11 BARS AND SMALLER 3/411 Lu T OVERHANGS: V z a w z WITHIN 3 FEET OF CORNERS +42.6 PSF -80.7 PSF BEAMS AND COLUMNS: U w > I-: PRIMARY REINFORCEMENT 1-1/2" Q c al } aC AWAY FROM CORNERS +42.6 PSF -80.7 PSF STIRRUPS, TIES, SPIRALS 1-1/2" d- a Q J PRESSURES MAY BE REDUCED FOR EFFECTIVE WIND AREAS LARGER THAN 10 SQUARE FEET, BUT r U- - Z E co NOT BELOW 16 PSF. X U) Q w ui cc w m wui O O �? Lo oC o STRUCTURAL WOOD & TIMBER: '" _ z <LLC"!j SEISMIC: SPECTRAL RESPONSE ACCELERATION PARAMETERSDESIGN IS BASED ON ANSI/AF&PA NDS "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION WITH SUPPLEMENT: OF NEW YO SHORT PERIOD SS 0.154G SDS 0.164G DESIGN VALUES FOR WOOD CONSTRUCTION" AND ANSI/AF&PA SDPWS 5 "SPECIAL DESIGN PROVISIONS FOR WIND AND ��P�SSEVENs ONE SECOND S1 0.056G SD1 0.090G SEISMIC" CIO SOILS SITE CLASS D 2X FRAMING SHALL BE S4S HEM-FIR NO. 2 AND BETTER UNLESS NOTED OTHERWISE. SEISMIC IMPORTANCE FACTOR 1.0 ALL LUMBER SHALL BE 19% MAXIMUM MOISTURE CONTENT, UNLESS NOTED OTHERWISE. �' z SEISMIC DESIGN CATEGORY B STUDS SHALL BE HEM-FIR STUD GRADE AND BETTER. BASIC SEISMIC-FORCE-RESISTING SYSTEM(S) TOP AND BOTTOM PLATES SHALL BE HEM-FIR NO. 2 AND BETTER. �'°ROFESs�ot''� LIGHT-FRAMED WALLS SHEATHED WITH WOOD STRUCTURAL PANELS RATED FASTENERS FOR USE WITH TREATED WOOD SHALL COMPLY WITH IRC SECTION R317.3 - IRC FOR SHEAR RESISTANCE WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE-TREATED DOUGLAS FIR-LARCH OR SOUTHERN YELLOW PINE. JUN 2 2 2011 DESIGN BASE SHEAR(S) 0.09 KIPS (ULTIMATE) PRESERVATIVE TREATED WOOD SHALL BE TREATED IN ACCORDANCE WITH AWPA U1 AND AEPA M4. SEISMIC RESPONSE COEFFICIENT(S), CS 0.03 CONVENTIONAL LIGHT FRAMING SHALL COMPLY WITH IRC SECTIONS R502, R602, AND R802. RESPONSE MODIFICATION COEFFICIENT(S), R 6.5 MINIMUM NAILING SHALL BE PROVIDED AS SPECIFIED IN IBC TABLE 2304.9.1 "FASTENER SCHEDULE FOR STRUCTURAL ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE MEMBERS." METAL FRAMING ,ANCHORS SHOWN OR REQUIRED, SHALL BE SIMPSON STRONG-TIE OR EQUAL CODE APPROVED CONNECTORS AND INSTALLED WITH THE NUMBER AND TYPE OF NAILS RECOMMENDED BY THE MANUFACTURER TO DEVELOP THE MAXIMUM RATED CAPACITY. NOTE THAT HEAVY-DUTY HANGERS AND SKEWED HANGERS MAY NOT BE STOCKED LOCALLY AND REQUIRE SPECIAL ORDER FROM THE FACTORY. LEAD HOLES FOR LAG SCREWS SHALL BE 40%-70% OF THE SHANK DIAMETER AT THE THREADED SECTION AND EQUAL TO THE SHANK DIAMETER AT THE UNTHREADED SECTION PER NDS SECTION 11.1.3. 18x24 CONNECTOR BOLTS AND LAG SCREWS SHALL CONFORM TO ANSI/ASME B18.2.1 AND ASTM SAE J429 GRADE 1. SHEET SIZE NAILS AND SPIKES SHALL CONFORM TO ASTM F1667. WOOD SCREWS SHALL CONFORM TO ANSI/ASME B18.6.1 STRUCTURAL GENERAL NOTES: STRUCTURAL GENERAL NOTES: SPECIAL INSPECTIONS: L-1 WOOD FRAMING NOTES: �T PER 2015 IBC 1704.2, EXCEPTION 2. SPECIAL INSPECTIONS ARE NOT REQUIRED FOR OCCUPANCY GROUP U STRUCTURES THAT ARE ALL BEAMS SHALL BE BRACED AGAINST ROTATION AT POINTS OF BEARING. AN ACCESSORY TO A RESIDENCE. STUDIO SHED' PROVIDE CONTINUOUS WALL STUDS EACH SIDE OF OPENINGS EQUAL TO ONE-HALF OR GREATER THE 1500 CHERRY STREET NUMBER OF STUDS INTERUPTED BY OPENING UNLESS NOTED OTHERWISE. LOUISVILLE, CO 80027 ALL WALL STUDS SHALL BE CONTINUOUS FROM FLOOR TO FLOOR OR FROM FLOOR TO ROOF. Ph: 888.900.3933 PROVIDE SOLID BLOCKING OR RIM JOISTS AT ALL JOIST SUPPORTS AND JOIST ENDS. WWW.STUDIOSHED.COM SOLE PLATE AT ALL PERIMETER WALLS AND AT DESIGNATED SHEAR WALLS SHALL BE NAILED WITH (3) 16D BOX NAILS (COATED OR DEFORMED SHANK) AT 16". 12D NAILS ARE NOT ACCEPTABLE. 06/22/2017 ALL ROOF RAFTERS, JOISTS, BEAMS SHALL BE ANCHORED TO SUPPORTS WITH METAL FRAMING ISSUE DATE ANCHORS. WOOD SHEATHING: PLYWOOD AND ORIENTED STRAND BOARD (OSB) FLOOR AND ROOF SHEATHING SHALL BE APA RATED WITH STAMP INCLUDING APA TRADEMARK AND PANEL SPAN RATING. REVISIONS MINIMUM ROOF SHEATHING: 23/32" OSB OR CDX PLYWOOD, APA 48/24, NAILED. MINIMUM WALL SHEATHING: 7/16" OSB OR CDX PLYWOOD, APA 24/16, BLOCKED AND NAILED. NAIL SIZES NAIL SHEATHING WITH MINIMUM 8D COMMON OR 10D BOX AT 6" AT PANEL EDGES, AND 12" AT PENNYWEIGHT TYPE DIAMETER LENGTH PENNYWEIGHT TYPE DIAMETER LENGTH INTERMEDIATE FRAMING EXCEPT AS NOTED. BLOCK AND NAIL ALL EDGES BETWEEN STUDS. MINIMUM (3) 8D NAILS PER STUD. NAIL ALL PLATES USING EDGE NAIL SPACING INDICTED. 8d COMMON 0.131" 2 1/2" 12d COMMON 0.148" 3 1/4" SHEATHE ALL EXTERIOR WALLS. SHEATHE INTERIOR WALLS AS DESIGNATED ON THE DRAWINGS. 8d BOX 0.113" 2 1/2" 12d BOX 0.128" 31/411 SHEATHING SHALL BE CONTINUOUS FROM BOTTOM PLATE TO TOP PLATE. CUT IN "L" AND "T" SHAPES 8d SINKER 0.113" 23/8 11 12d SINKER 0.135" 31/8 if AROUND OPENINGS. 8d GUN 0.113" 23/8 11 12d GUN 0.131" 31/411 10d COMMON 0.148" 3" 16d COMMON 0.162" 31/2' PLANT FABRICATED / PRE-ENGINEERED WOOD FRAMING: 10d BOX 0.128" 3" 16d BOX 0.135" 3 1/2" _z i Q MEMBERS NOTED AS LSL (LAMINATED STRAND LUMBER) ON PLAN SHALL BE PLANT-FABRICATED AND 10d SINKER 0.120" 2 7/8" 16d SINKER 1 0.148" 31/4 HAVE THE FOLLOWING MINIMUM ALLOWABLE DESIGN VALUES: 10d GUN 0.131" 3" Fb=1700 PSI Fv=400 PSI Fcpar=1400 PSI Fcperp-=680 PSI E=1300 KSI ALL NAILS TO BE GUN NAILS, UNLESS NOTED OTHERWISE m MEMBERS NOTED AS VERSA-STUD LVL (LAMINATED VENEER LUMBER) ON PLAN SHALL BE 1-1/2" WIDE x DEPTH INDICATED, PLANT-FABRICATED, AND HAVE THE FOLLOWING MINIMUM ALLOWABLE DESIGN o w VALUES: U � Fb=2400 PSI Fv=285 PSI Fcpar=3000 PSI E=1700 KSI ; w o m T U o o Z > wz MEMBERS NOTED AS LVL RAFTER (LAMINATED VENEER LUMBER) ON PLAN SHALL BE 1-3/4" WIDE x Q = Q DEPTH INDICATED, PLANT-FABRICATED, AND HAVE THE FOLLOWING MINIMUM ALLOWABLE DESIGN _ cc -� O >_ 'd" o Q J a VALUES: _ co Fb=2600 PSI Fv=285 PSI Fcperp=2460 PSI Fcperp=750 PSI E=1900 KSI X o LLJ w m w Q a �` Lo c o ¢ rn = o o STRUCTURAL ERECTION AND BRACING REQUIREMENTS: OF NEW 10 EVFN 'Q THE STRUCTURAL DRAWINGS ILLUSTRATE AND DESCRIBE THE COMPLETED STRUCTURE WITH ELEMENTS IN THEIR FINAL POSITIONS, PROPERLY SUPPORTED, CONNECTED, AND/OR BRACED. W THE STRUCTURAL DRAWINGS ILLUSTRATE TYPICAL AND REPRESENTATIVE DETAILS TO ASSIST THE �, i GENERAL CONTRACTOR. DETAILS SHOWN APPLY AT ALL SIMILAR CONDITIONS UNLESS OTHERWISE INDICATED. ALTHOUGH DUE DILIGENCE HAS BEEN APPLIED TO MAKE THE DRAWINGS AS COMPLETE `�� 09174�'� AS POSSIBLE, NOT EVERY DETAIL IS ILLUSTRATED AND NOT EVERY EXCEPTIONAL CONDITION IS o'°�OFEss ADDRESSED. ALL PROPRIETARY CONNECTIONS AND ELEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE JUN 2 2 2011 MANUFACTURERS' RECOMMENDATIONS. ALL WORK SHALL BE ACCOMPLISHED IN A WORKMANLIKE MANNER AND IN ACCORDANCE WITH THE APPLICABLE CODES AND LOCAL ORDINANCES. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL WORK, INCLUDING LAYOUT AND DIMENSION VERIFICATION, MATERIALS COORDINATION, SHOP DRAWING REVIEW, AND THE WORK OF SUBCONTRACTORS. ANY DISCREPANCIES OR OMISSIONS DISCOVERED IN THE COURSE OF THE WORK SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR RESOLUTION. CONTINUATION OF WORK WITHOUT NOTIFICATION OF DISCREPANCIES RELIEVES THE ARCHITECT AND STRUCTURAL ENGINEER FROM ALL CONSEQUENCES. TEMPORARY BRACING SHALL REMAIN IN PLACE UNTIL ALL FLOORS, WALLS, ROOFS AND ANY OTHER SUPPORTING ELEMENTS ARE IN PLACE. 18x24 THESE PLANS HAVE BEEN ENGINEERED FOR CONSTRUCTION AT ONE SPECIFIC BUILDING SITE. SHEET SIZE BUILDER ASSUMES ALL RESPONSIBILITY FOR USE OF THESE PLANS AT ANY OTHER BUILDING SITE.PLANS SHALL NOT BE USED FOR CONSTRUCTION AT ANY OTHER BUILDING SITE WITHOUT SPECIFIC REVIEW BY THE ENGINEER FASTENING SCHEDULE 2016 NYS BUILDING CODE TABLE 2304.10.1 DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER I SPACING AND LOCATION DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER I SPACING AND LOCATION DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER I SPACING AND LOCATION ROOF 11.CONTINUOUS HEADER TO STUD 4-8d COMMON(2 2"x 0.131") TOENAIL 10d BOX(2 2"x 0.128") 24"O.C., FACE NAIL AT TOP 4-10d BOX(3"x 0.128") 3"x 0.131"NAILS AND BOTTOM STAGGERED 3-8d COMMON(2�"x 0.131") 1.BLOCKING BETWEEN CEILIING JOISTS, 1� 3" 14 GAGE STAPLES,s"CROWN ON OPPOSITE SIDES 3-10d BOX(3"x 0.128') 16d COMMON(3 2 x 0.162") 16"O.C.FACE NAIL 27.BUILT-UP GIRDERS AND BEAMS,2"LUMBER RAFTERS OR TRUSSESS TO TOP PLATE OR EACH END,TOENAIL AND: 3-3"x 0.131"NAILS 10d BOX 3 x 0.128" LAYERS(CONT.) OTHER FRAMING BELOW 3-3"14 GAGE STAPLES Z"CROWN 12.TOP PLATE TO TOP PLATE ( ) 2-20d COMMON(4"x 0.192") 16 3"x 0.131"NAILS 12"O.C. FACE NAIL 3-10d BOX 3"x 0.128" ENDS AND AT EACH ( ) STUDIO SHED" 1 3" 14 GAGE STAPLES,1B'CROWN 3-3"x 0.131"NAILS SPLICE,FACE NAIL 2-8d COMMON(2 2'x 0.131") 3-3"14 GAGE STAPLES ;," 2-3"x 0.131"NAILS EACH END,TOENAIL 8-16d COMMON(3 2"x 0.162") EACH SIDE OF END JOINT, 1500 CHERRY STREET , CROWN BLOCKING BETWEEN RAFTERS OR TRUSS 2-3"14 GAGE STAPLES 12-10d BOX(3"x 0.128") FACE NAIL(MINIMUM 24" 3-16d COMMON(3 2"x 0.162") NOT AT THE WALL TOP PLATE,TO RAFTER 13.TOP PLATE TO TOP PLATE,AT END JOINTS 12-3"x 0.131"NAILS LAP SPLICE LENGTH EACH 28.LEDGER STRIP SUPPORTING JOISTS OR 4-10d BOX(3"x 0.128") EACH JOIST OR RAFTER, LOUISVILLE, CO 80027 OR TRUSS 2-16d COMMON(3 2"x 0.162") 12-3" 14 GAGE STAPLES,16"CROWN SIDE OF END JOINT) RAFTERS 4-3"x 0.131"NAILS FACE NAIL 3-3"x 0.131"NAILSEND NAIL 16d COMMON(3 2"x 0.162") 16"O.C. FACE NAIL 4-3"14 GAGE STAPLES,16"CROWN Ph: 888.900.3933 3-3" 14 GAGE STAPLES 14.BOTTOM PLATE TO JOIST, RIM JOIST,BAND 3-16d COMMON(3 2"x 0.162") WWW.STUDIOSHED.COM JOIST OR BLOCKING(NOT AT BRACED WALL 16d BOX(3 2"x 0.135") 4-10d BOX(3"x 0.128") 2-16d COMMON(3 2"x 0.162") PANELS) 3"x 0.131"NAILS 12"O.C.FACE NAIL 29.JOIST TO BAND JOIST OR RIM JOIST 4-3"x 0.131"NAILS END NAIL 3" 14 GAGE STAPLES,16 CROWN " 2-" 06/22/2017 FLAT BLOCKING TO TRUSS AND WEB FILLER @ FACE NAIL 1s 4-3 14 GAGE STAPLES, CROWN 3-3"x 0.131"NAILS 6"O.C. 1s 3-3" 14 GAGE STAPLES @ 6"O.C. 15.BOTTOM PLATE TO JOIST,RIM JOIST,BAND 2-16d COMMON(3 2°x 0.162") 2-8d COMMON(2 2"x 0.131") JOIST OR BLOCKING AT BRACED WALL 3-16d BOX(3 2"x 0.135") 30.BRIDGING OR BLOCKING JOIST, RAFTER OR 2-10d BOX(3"x 0.128") ISSUE DATE 16"O.C. FACE NAIL 3-8d COMMON(2 z"x 0.131") PANELS) 4-3"x 0.131"NAILS TRUSS 2-3"x 0.131"NAILS EACH END,TOENAIL 3-10d BOX(3"x 0.128") 4-3" 14 GAGE STAPLES,i"CROWN 2-3"14 GAGE STAPLES,,s"CROWN 2.CEILING JOIST TO TOP PLATE EACH JOIST,TOENAIL 4-8d COMMON(2 2 x 0.131 ) WOOD STRUCTURAL PANELS,SUBFLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLEBOARD 3-3"x 0.131"NAILS 1 3-3"14 GAGE STAPLES,16"CROWN 4-10d BOX(3"x 0.128') WALL SHEATHING TO FRAMING' EDGES INTERMEDIATE SUPPORTS 4-3"x 0.131"NAILS TOENAIL 6d COMMON OR DEFORMED(2"x 0.113") 3.CEILING JOIST NOT ATTACHED TO PARALLEL 3-16d COMMON(3 2"x 0.162") 16.STUD TO TOP OR BOTTOM PLATE 4-3" 14 GAGE STAPLES,j, "CROWN (SUBFLOOR AND WALL) 6" 12" RAFTER,LAPS OVER PARTITIONS(NO 4-10d BOX(3"x 0.128") FACE NAIL 2-16d COMMON(3 2" (x 0..162") 8d BOX OR DEFORMED 2 1/2"x 0.113" (ROOF) 6" 12" THRUST) 4-3"x 0.131"NAILS 3-10d BOX(3"x 0.128") } (SEE SECTION 2308.7.3.1,TABLE 2308.7.3.1) 4-3"14 GAGE STAPLES,18"CROWN 3-3"x 0.131"NAILS END NAIL 2 2' x 0.113"NAIL(SUBFLOOR AND WALL) 6" 12" 4.CEILING JOIST ATTACHED TO PARALLEL 3-3" 14 GAGE STAPLES, 16"CROWN 31.8"-2" 1 t'16 GAGE STAPLE,16"CROWN REVISIONS RAFTER(HEEL JOINT) PER TABLE 2308.7.3.1 FACE NAIL 1" (SUBFLOOR AND WALL 4 8- PER COMMON(3 2 x 0..162") ) (SEE SECTION 2308.7.3.1,TABLE 2308.7.3.1) 3-10d BOX(3"x 0.128") 2 8"x 0.113"NAIL(ROOF) 4" 81, 17.TOP OR BOTTOM PLATE TO STUD END NAIL 3-10d COMMON(3"x 0.148") 3-3"x 0.131"NAILS 124" 16 GAGE STAPLE,16"CROWN(ROOF) 3" 6" 4-10d BOX(3"x 0.128") 3-3"14 GAGE STAPLES, 16"CROWN 5.COLLAR TIE TO RAFTER 4-3"x 0.131"NAILS FACE NAIL 2-16d COMMON(3 2 x 0..162") 8d COMMON(2 "x 0.131") 6" 12" 6d DEFORMED 2"x 0.113" 4-3"14 GAGE STAPLES,16"CROWN 18.TOP PLATES,LAPS AT CORNERS AND 3-10d BOX(3"x 0.128") 32.3z"-4" „ - - -� INTERSECTIONS 3-3"x 0.131"NAILS FACE NAIL 2 a x 0.113"NAIL 3-10d COMMON(3"x 0.148") 2"16 GAGE STAPLE,2-"CROWN 4 8' 3-16d BOX(3 2"x 0.135") 3-3"14 GAGE STAPLES, 76 6.RAFTER OR ROOF TRUSS TO TOP PLATE 4-10d BOX(3"x 0.128") TOENAIL` 2-8d COMMON(2 2" x 0.1131") 33.�"-14" 10d COMMON(3"i 0.148") „ 6,. 12" (SEE SECTION 2308.7.5,TABLE 2308.7.3.1 8d DEFORMED 2 "x 0.131 4-3"x 0.131"NAILS 2-10d BOX(3"x 0.128") 4-3"14 GAGE STAPLES,�"CROWN 19.1"BRACE TO EACH STUD AND PLATE 2-3"x 0.131"NAILS FACE NAIL OTHER EXTERIOR WALL SHEATHING 2-16d COMMON(3 2"x 0.162") 2-3"14 GAGE STAPLES, ?"CROWN 1 2"GALVANIZED ROOFING NAIL(16"HEAD 3-10d BOX 3"x 0.128" EACH END 210.1"x 8"AND WIDER SHEATHING TOEACH 2-180d BOXM(3 X(00.128 j.1131") FACE NAIL 34.2"FIBERBOARD SHEATIHNG° DIAMETER) STAPLE WITH 16'CROWN OR 1" ( ) �, 3" 6" I, 4-3"x 0.131' NAILS 7.ROOF RAFTERS TO RIDGE VALLEY OR HIP 4-3"14 GAGE STAPLES,- CROWN 3-8d COMMON(2 2 x 0.131 ) _ RAFTERS;OR ROOF RAFTER TO 2-INCH16 BEARING 3-10d BOX(3"x 0.128") FACE NAIL 1 4"GALVANIZED ROOFING NAIL(16"HEAD 3-10d COMMON(3"x 0.148") DIAMETER) RIDGE BEAM 3-16d BOX(3 2"x 0.135") FLOOR 35.32 FIBERBOARD SHEATIHNG° 1 2"16 GAGE STAPLE WITH 16"CROWN OR 1" 3,. 6 z 4-10d BOX(3"x 0.128") TOENAIL 3-8d COMMON(2 2"x 0.131") CROWN - 4-3"x 0.131"NAILS 3-10d BOX(3"x 0.128") WOOD STRUCTURAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING M 4-3"14 GAGE STAPLES,16"CROWN 22.JOIST TO SILL,TOP PLATE,OR GIRDER TOENAIL 3-3"x 0.131"NAILS 36. AND LESS 8d COMMON(2 2'x 0.131") " WALL 3-3 14 GAGE STAPLES, CROWN 4 6d DEFORMED 2"x 0.113") 6 12" 8d COMMON(2 2"x 0.131") 37 Z„_1„ 8d COMMON(_ �"x 0.131") 16d COMMON(3 2"x 0.162") 24"O.C.FACE NAIL 23.RIM JOIST,BAND JOIST,OR BLOCKING TO TOP 10d BOX(3"x 0.128") e 8d DEFORMED 2 "x 0.131") 6" 12" ! m 8.STUD TO STUD(NOT AT BRACED WALL PLATE,SILL,OR OTHER FRAMING BELOW 3"x 0.131"NAILS 6"O.C.,TOENAIL PANELS 10d BOX(3"x 0.128") Z 38.11"- 1 -1" 10d COMMON(3"x 0.148") 6" 12" i 3" 14 GAGE STAPLES, CROWN 8d DEFORMED 2 x 0.131" i 3„3'014 GAGE iSTAPLES,16 CROWN 16"O.C.FACE NAIL 2-8d COMMON 2 x 0,131") PANEL SIDING TO FRAMING 24.1"x 6"SUBFLOOR OR LESS TO EACH JOIST ( 2 FACE NAIL _X0. O 16d COMMON (3 2"x 0.162") 16"O.C.FACE NAIL 2-10d BOX(3"x 0.128 ) 39.2"AND LESS 6d CORROSION-RESISTANT SIDING(1 s" 106") 6" 12" �r 9.STUD TO STUD AND ABUTTING STUDS AT 6d CORROSION-RESISTANT CASING 2"x 0.099' CI) W' 1 25.2"SUBFLOOR TO JOIST OR GIRDER 2-16d COMMON(3 2"x 0.162") FACE NAIL - - � „- U INTERSECTING WALL CORNERS(AT BRACED 16d BOX(3 2'x 0.135") 40.1' 8d CORROSION-RESISTANT SIDING(2 a x 0.128") 6" 12" cn Z WALL PANELS) 3"x 0.131"NAILS 12"O.C.FACE NAIL 26.2"PLANKS(PLANK AND BEAM-FLOOR&ROOF) 2-16d COMMON(3 2"x 0.'162") EACH BEARING, FACE NAIL 8d CORROSION-RESISTANT CASING 2 "x 0.113" W 3-3"14 GAGE STAPLES,-L"CROWN PANEL SIDING TO FRAMING U z o Z r 16-16d COMMON(3 2"x 0.162") NAIL O.C.EACH EDGE, FACE 27 BUILT-UP GIRDERS AND BEAMS,2"LUMBER 20d COMMON(4"x 0.192'") AN BOTTOM STAGGERED 41 4 4d FINISH x 0.0720 ) 6 12" U o W > 10.BUILT-UP HEADER(2"TO 2"HEADER) 12"O.C.EACH E GE, ACE LAYERS 6d CASING(2 x 0.099 ) Q = Q 16d BOX 31"x 0.135" ON OPPOSITE SIDES � ( z ) I NAIL 42.8 6d FINISH PANEL SUPPORTS AT 24 INCHES 6" 12' z J W O i a.NAILS SPACED AT 6 INCHES AT INTERMEDIATE SUPPORTS WHERE SPANS ARE 48 INCHES OR MORE.FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS,REFER TO SEC710N 2305.NAILS FOR SHEATHING ARE PERMITTED TO BE COMMON,BOX,OR CASING. O Q' J D- b.SPACING SHALL BE 6 INCHES ON CENTER ON THE EDGES AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS FOR NONSTRUCTURAL APPLICATIONS.PANEL SUPPORTS AT 16 INCHES.(20 INCHES IF STRENGTH AXIS IN THE LONG DIRECTION OF THE PANEL,UNLESS OTHERWISE MARKED). T 0LL Q z U) c.WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE AND THE CEILING JOIST IS FASTENED TO THE TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE,THE NUMBER OF TOENAILS IN THE RAFTER SHALL BE PERMITTED TO BE REDUCED BY ONE NAIL. x OLLj cc w m W Lu a o`er! TZ =.Z N c) Q SPAN/3 Ofr N E W y ADD ANCHOR BOLT, EA SIDE,WHEN CONDUIT NOTCHES ALLOWED IN THIS ZONE At 151EVF IS MORE THAN D/3 WHERE SILL PLATE IS DRILLEDASO , p OR NOTCHED MORE THAN 1/3 WOOM BEAM y WIDTH DRILL 1/2"0 HOLES AT PLATE WIDTH, INSTALL ANCHOR � w 314 fZ!RADIUS,TYP OR JOIST � �" � EACH CORNER BEFORENOTCHING 9„MAX BOLT EACH SIDE M 45 LINE D 14"O OR 2"Q1 D/3 MAX �, � c ,--- USE DOUBLE STUDS IF HOLE MAX IS LARGER THAN 33% NOTCHES-MAXIMUM DEPTH, �tt`� 0817-t v STUD 33.3%OF WIDTH A�?OFESg�o�� BORED HOLES-MAXIMUM SIZE2x4- 1.17"(1 11/64") DEEP NOTCH D HOLE,40% OF WIDTH 6 -9' 2x6- 1.8"(1 13/16")DEEP NOTCH 9 MAX ANCHOR BOLT SIZE&SPACING ,' 2x4- 1.4"(1 3/8")Q1 HOLE PER PLANS&DETAILS � 2x6-2.2"(2 3/16")0 HOLE p i JUN 2 2 2 017 SILL PLATE 45.0° � � 5/8"MIN. EDGE NOTCHES-MAXIMUM DEPTH, D SPLICE >< SPAN/6 DISTANCE 25% OF WIDTH I oll I I f I r 1 10 NO HOLES 12"MIN r 12"MIN 2x4- 1.4"(1 3/8")DEEP NOTCH D/3 MAX SIMPSON STRONG TIE ST2215 MIN. p 0 PERMITTED 2x6-2.2"(2 3/16")DEEP NOTCH OR AS NOTED ON FRAMING PLANS STUD WALL PIPE OR CONDUIT 9" MAX 4 9"MAX - 9"MAX 4 HOLES & NOTCHES IN STUDS r21 HOLES & NOTCHES IN SILL PLATES30 SILL PLATE BOLTING 4 HOLES & NOTCHES IN JOISTS & BEAMS \tLO,3/ SCALE: NTS \�fO�3 SCALE: NTS \,,9-003/ SCALE: NTS SCALEATS 18x24 SHEET SIZE r STUDIO SHED" 1500 CHERRY STREET LOUISVILLE, CO 80027 Ph: 888.900.3933 WWW.STUDIOSHED.COM 06/22/2017 85" 2'-11Z" 6'-85" 2'-11Z" 8 5' ISSUE DATE 16 8 8 8 16 34"EDGE DISTANCE, TYP. 2x6 WALLS .T 2'-316" r------------------- ------------� 2'-316" PLAN NOTES: 21" EDGE DISTANCE, TYP.2x4 WALLS 4 HOLD-DOWN CONNECTER BOLTS INTO WOOD FRAMING REQUIRE REVISIONS 3 APPROVED PLATE WASHERS;AND MINIMUM 5"THICK CONCRETE SLAB HOLD-DOWNS SHALL BE FINGER WITH 1/8"x1 1/4"CONTROL JOINTS I TIGHT AND 1/2 WRENCH TURN AT 10'-0" MAXIMUM SPACING ' X-63" 1 3-68 JUST PRIOR TO COVERING THE I WALL FRAMING. CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE STEEL PLATE WASHERS I---EDGE OF THICKENED SLAB ON THE POST ON THE OPPOSITE SIDE OF THE ANCHORAGE DEVICE. PLATE SIZE SHALL BE A MINIMUM I OF 0.229 INCH BY 3 INCHES BY 3 I 1'TYP I INCHES. 4'-35" I 4'_35„ (2305.5) 16 2 16 ALL BOLT HOLES SHALL BE DRILLED -- ___ -- ------------- 1/32"TO 1/16"OVERSIZED. 0 1'TYP (12.1.3.2, 2015 NDS) z ! J_ D m 0 FOUNDATION PLAN � Z W r w W m U o WZ Q � Q cr_ WO o Q: J °- I r U LL: Z 1 <n u- CQ Q W cn x O m Iw wc;wl W O n_ O ¢; � � o � 2 Et� CENTERLINE �,0f N00 3X3X0.229 SQUARE WASHER W/3/16 X 1 3/4 OF BOLTP�gSEVENs DIAGONAL SLOT AND ADDITIONAL STANDARD r. CUT WASHER, TYP AT ALL ANCHOR BOLTS 2 1/4"MIN @ 2x4 WALL 2"MIN 24 3 1/4" MIN @ 2x6 WALL I SIMPSON HOLDOWN,SEE PLAN = uu 1/2"x 8"SIMPSON TITEN HD #4 x FULL HEIGHT DOWELS @ 18"O.C. 5/8"0 x 24"SIMPSON PAB5H ON 1/S-101 FOR LOCATIONS AND TYPE (ZINC PLATED)AT PANEL EDGESI WITH 18"MIN EMBED @HOLD -RR25720/FL10441 08174�' �O (5"MIN EMBED)-RR25741/FL15730.7, DOWNS,TYPICAL#4 @ 18"O.C. EA WAY ROFESS SEE 2/S-100 FOR TYPICAL BRILL HOLE 1/2" LONGER THAN P.T. SILL PLATE £I FOUNDATION CONSTRUCTION A �} !_1 EMBEDMENT TO ENSURE THAT BOLT T,O. FINISHED SLAB r,r .a JUN 2 2 201 r HEAD IS TIGHT TO PLATE X TURN-DOWN SLAB EDGE 2" 3 CLR 5" MIN SEE 2/S-100 8"MIN --- , ----- =11I=III—III—I11- MIN 4"THICK LAYER OF 1/2"OR 1=III=11I—III—III—I 1=11 I 11=III=III=Illi LARGER CLEAN GRAVEL AGRAGATE FILL _- -III- 11.1=III=III=11I-111= III-III=11 I-III=III== _ I_ II_I=III-II -III-III=1_II=III- -I 11=1 I '-1 1=1 I I-I I I- 36"MIN INTO UNDISTURBED SOIL OR STRUCTURAL :111- =1 . II-III=1T ( II111111=111 UNDISTURBED SOIL FILL, COMPACTED TO 95% I-1I1=1I1=' 6-MIL POLYETHYLENE VAPOR RETARDER -III- I-III-III-' 3' CL ,-i - I I III--III--I I I- III WITH 6"SEAM LAPS;ANY PUNCTURES I1=1I1-111 MUST BE PATCHED =1I1=1I1= J 1-III -III Ti- =1I1=1I1--III=I =' MIN-(2)CONTINUOUS#4 REBAR,TOP EQ EQ SEE GENERAL NOTES FOR CONCRETE AND BOTTOM OF FOOTING,ADDITIONAL FOUNDATION SPECIFICATIONS REBAR AS REQ'D FOR 18"MAX SPACING 18X24 12" SHEET SIZE �2� TYP FOUNDATION SECTION �3� SECTION AT HOLD DOWN STUDIO SHED' 1500 CHERRY STREET LOUISVILLE, CO 80027 Ph: 888.900.3933 WWW.STUDIOSHED.COM 06/22/2017 ISSUE DATE 3 3 4 2 2-6 6 2-6 2�� 4'-11- -11- SHEAR WALL SHEAR WALL 2 REVISIONS i 1 -11 _�LLVSIMPSON HDU4-SDS2.5 HOLDOWN 1-11 I (2)2x MIN,TYP AT ALL HOLD-DOWNS ! 3 4'4" SIMPSON SIMPSON 4'-3" SHEAR HDU4-SDS2.5 HDU4-SDS2.5 �7 SHEAR WALL HOLDOWN HOLDOWN WALL 10'-1" 1 1 V Z_„ z 41" 0 t 3'R.O. 2'-6"R.O. J 5 4 1 9-21 I E 6Z" O W. W Z Lu 3'-111" '-2�" R.O.. 3'-111" T 4 2 4 V z 0 Z LD Lu > z � { Q �- 0 0 Q J �' ! T- U LLZ € C/)u- U) Q Lu U)X Ow Cc u' Lu m w o Lo 0 <1 0) ! o T 2 zcV C'3 f a 1 FIRST FLOOR PLAN C 4 TE E Iro SCALE: _ 1 1.0 - �'P�S colo FRAMING NOTES: SIDE WALL SCHEDULE _ r t-- w 1.ALL FRAMING TO BE 2x4 HEM/DOUG FIR,24" PANEL EIDGE FIELD NAIL ANCHOR SEISMIC WIND A23 SPACING C / 111 O.C.MAX,UNLESS NOTED OTHERWISE. MARK STUDS SHEATHING NAILS NAIL SPACING SPACING BOLTS WASHERS CAPACITY CAPACITY ATINT n WALLS 2.3"SCREWS @ 12"O.C.INTO STUDS BETWEEN 7116"APA 8d COMMON WALL PANEL JOINTS SHEAR 2x4 @ 24` (24!16) NAILS 4' 12' 112"x8"@ 24" SEE 2 5-100 277 PLF 387 PLF 24" �O "17� WALLSO.C.MAX EXTERIOR (0.131"x21/2") BETWEEN �1 O 3.3"SCREWS @ 6"O.C.INTO STUDS BETWEEN I I I I I A�?oFESS%o SHEAR WALL PANEL JOINTS.AT JOINT,PROVIDE 1/2'x8"@ 7/16"APA 8d COMMON EDGE NAILING PER SHEAR WALL SCHEDULES OTHER 2x4 @ 24' PANEL ENDS WALLS O.C.MAX (TERI NAILS 6" 12" AND""O.C. SEE 2/S-100 48' 4.SEAL SEAM BETWEEN EA WALL PANEL w/ EXTERIOR (0.131"x2 trr) MAX JUN 2 2 20 17 CLEAR SILICONE @ EXTERIOR FRONT/BACK WALL SCHEDULE 5.INSTALL ZIP TAPE OVER EACH SEAM BETWEEN PANEL EIDGE FIELD NAIL ANCHOR SEISMIC WIND A23 SPACING WALL PANELS MARK STUDS SHEATHING NAILS WASHERS ATINT NAIL SPACING SPACING BOLTS CAPACITY CAPACITY WALLS 6.OSB(P.W,)(ZIP)SHEATHING MUST CONTINUE TO ROOF DIAPHRAM SHEAR 2x6 @ 24" 7116*APA 8d COMMON 112"x8"@ 24" NAILS 4" 12' BETWEEN SEE 2/5-100 277 PLF 387 PLF 24" WALLS O.C.MAX (24116) 7.CS20-R STRAP WRAPPED OVER TOP PLATE, EXTERIOR (0.131•41/2") EXTEND 24"PAST LOWEST HEADER. 112"x8"@ NAIL EVERY OTHER HOLE TO PREVENT OTHER 2x6 @ 24^ 711s"APA 8d COMMON PANEL ENDS SPLITTING.SEE♦FOR LOCATIONS. WALLS O.C,MAX (TERI NAILS 6' 12' AND 5'-0"O.C. SEE 21S-100 48" EXTERIOR (0.131'41/2') MAX TYPICAL FOR ALL SHEAR WALL NAILING: PER IBC/AWC SDPWS,SHEATHING NAILS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE THE SURFACE OF THE SHEATHING.SHEATHING PANEL NAILING PLAN NOTES: NOT CONFORMING TO THIS SECTION WILL NOT BE ACCEPTABLE AND WILL HAVE TO BE REINSTALLED.IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE PROVIDE LEAD HOLE 40%-70%OF THREADED SHANK THAT THE NAIL GUNS USED FOR FASTENING ARE SET AT THE PROPER DEPTH AND/OR AIR PRESSURE TO ACHIEVE THE REQUIRED PENETRATION DIAMETER AND FULL DIAMETER FOR SMOOTH SHANK GENERAL NOTES: PORTION. (1707.3) i. VALUES ARE BASED ON HEM-FIR FRAMING 0.229x3'S0 PLATE WASHER DETAIL 2. SEE PLAN FOR HOLDOWN TYPE AND LOCATION 3. UNLESS NOTED OTHERWISE,NUMBER OF STUDS AT EACH END OF SHEAR WALLS IS CALLED OUT ON PLAN PERIODIC SPECIAL INSPECTION IS REQUIRED FOR 4. NO PENETRATIONS GREATER THAN 12"x12"IN SHEAR WALLS,BLOCK AND NAIL ALL EDGES.CUT IN"L"AND T LATE WASHER, WOOD SHEAR WALLS,SHEAR PANELS,AND SHAPES AROUND OPENINGS IN NON-SHEAR WALLS. �� DIAGONALLYLOTTED HOLES 18x24 DIAPHRAGMS,INCLUDING NAILING,BOLTING, 5. NO MECHANICAL OR PLUMBING PENETRATIONS IN TOP ANDIBOTTOM PLATES S ANCHORING,AND OTHER FASTENING TO COMPONENTS 6. ALL EDGES SHALL BE BLOCKED WITH 2x MEMBERS AT PLYWOOD/OSB SHEATHED WALLS ARE �-- ACCEPTABLE UP SHEET SIZE OF THE SEISMIC FORCE RESISTING SYSTEM.SPECIAL 7. ALL WALLS HAVE(2)2x TOP PLATES AND(1)2x BOTTOM PLATE EQUAL TO WIDTH OF STUD SIZE,TYP UNO MAX TO 3116" INSPECTION BY A DEPUTY INSPECTOR IS REQUIRED 8. SEE DETAILS FOR ATTACHMENT OF DIAPHRAGMS TO SHEAR WALL PLATES,TYPICAL LARGER THAN WHERE THE FASTENER SPACING OF THE SHEATHING IS 9. NAIL WALL SHEATHING WITH MINIMUM 8D COMMON OR 10D BOX AT 6"AT PANEL EDGES,AND 12"AT HOLE DIAMETER, SLOTLENGTH 4 INCHES ON CENTER OR LESS. INTERMEDIATE FRAMING EXCEPT AS NOTED NOT TO EXCEED 10.MINIMUM(3)SD NAILS PER STUD 1 314 11.SHEATHE ALL EXTERIOR WALLS.SHEATHE INTERIOR WALLS AS DESIGNATED ON THE DRAWINGS BP OR BPS MAY 12.SHEATHING SHALL BE CONTINUOUS FROM BOTTOM PLATE 70 TOP PLATE OF SHEAR WALLS BE USED STUDIO SHED"' 1500 CHERRY STREET LOUISVILLE, CO 80027 Ph: 888.900.3933 WWW.STUDIOSHED.COM 06/22/2017 ISSUE DATE REVISIONS 1'04.. mm cyv £ V £ZV EZV E £ £ E E V E w o 0 0 0 0 �V o 0 0 0 o Q• w 1" � SIMPSON A23 ANGLE @ 1'-118 0 BACK AND SIDE WALLS 7 N � LQ 1 N (V a' c� 2' SIMPSON H2.5A HURRICANE TIE @ EA a RAFTER TO DOUBLE TOP PL,TYP. 4 x i W � 10' C9 v v 36-14"(2x8 DOUG FIR#2 2, 12-12" a RAFTERS @ 2'-0"O.C.MAX) L _ ON v �Lm J v J w �f U) U o') Z W r 2' LL) W = r a a �- L J O W Z I- U U " cf Q 1-11a O Q J O r v LL, Q Z cn m m x 0 CD W w 1'04" 1 04" 0 r1 Qi rn W O ii r• cr- L: Z L cV C3 1'-91- 2 2 2 2 2 2 9'-2., 2" 78" A,. 92" 9 2 V OF N E �O (1 3/4"x 7 1/4"LVL RAFTERS (1 3/4"x 7 1/4"LVL RAFTERStu CjTE VES C ' w : q �OFEWO� JUN 222017 SHED FRONT ROOF FRAMING PLAN 18XZ4 PLAN NOTES: KEY: -(E)-BLOCKING SHEET SIZE ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING. FACE GRAIN OF PLYWOOD -(A)-FLY RAFTER -(F)-BLOCKING SHALL BE PERPENDICULAR TO SUPPORTS. PLYWOOD SPANS SHALL CONFORM WITH TABLE 2304.7. -(B)-GABLE END RAFTER -(G)-BLOCKING -(C)-COMMON RAFTER -(H)-BLOCKING im 11h ALL DIAPHRAGM AND SHEAR WALL NAILING SHALL UTILIZE COMMON NAILS OR GALVANIZED BOX -(D)-OUTRIGGER 2x6 -(1)-FASCIA vklilmnlk= I' a OAV NAILS. SEE GENERAL NOTES AND WALL SCHEDULE FOR ATTACHMENT. 3/4" PLYWOOD ROOF SHEATHING EDGE NAILING EDGE NAILING FASTED WITH 8d NAILS (0.1130 x 2 3/8") 2x FULL DEPTH 2x FULL DEPTH @ 6"ALONG PANEL EDGES AND 12" BLOCKING SIMPSON A23,TYP AT BLOCKING ALONG INTERMEDIATE FRAMING BLOCKING INTO TOP PLATE MEMBERS. LAY PERPENDICULAR 2x ROOF RAFTER, -RR 25716/FL 10446 2x ROOF RAFTER, TO FRAMING MEMBERS AND SEE 1/S-102 SEE 1/S-102 STAGGER PANEL JOINTS. ROOFING, SEE ARCH ROOFING, SEE ARCH STUDIO SHED" EDGE NAILING 2x FASCIA SEE 1/S102 2x FULL 1500 CHERRY STREET MIN OF(3) 16d NAILS, P. 11 BLOCKING PTH LOUISVILLE, CO 80027 2x ROOF RAFTER, Ph: 888.900.3933 LVL TOP PL W/(6) 12D NAILS, STAGGERED, LSIMPSON H2.5A SEE 1/S-300 SEE 1/S-102 1 IIVIIVW.STUDIOSHED.COM EACH SIDE OF SPLICE POINT,AS REQ'D 2x RAFTER,SEE 1/S102 EDGE NAILING X 3 1/2x5 1/2 LVL ROOFING, SEE ARCH HEADER(PLANK) I EDGE NAILING 06/22/2017 WINDOWS/GLAZING, 1/2"ZIP-SYSTEM'"' WALL SHEATHING ISSUE DATE SEE ARCH,TYP. SEE WALL SCHEDULE, S-101 SIMPSON H2.5A SEE 1/S-300 x ICC-ES ESR 1474 MIN OF(3) 16d NAILS, TYP. EXTERIOR FINISH, SEE 1/S-300 FOR MORE 1/2"ZIP-SYSTEMTm WALL SHEATHING SEE ARCH,TYP. INFORMATION SEE WALL SCHEDULE, S-101 ICC-ES ESR 1474 EDGE NAILING 1/2"ZIP-SYSTEM'"' WALL SHEATHING REVISIONS SEE WALL SCHEDULE, S-101 ICC-ES ESR 1474 SEE 2/S-300 FOR MORE 2x STUDS, SEE PLAN 2x STUDS, SEE PLAN INFORMATION AND WALL SCHEDULE AND WALL SCHEDULE 2x STUDS, SEE PLAN AND WALL SCHEDULE 1/2"x 8"SIMPSON TITEN HD 1/2"x 8" SIMPSON TITEN HD 1/2"x 8"SIMPSON TITEN HD SEE S-101 FOR DETAILS P.T. SILL PLATE SEE S-101 FOR DETAILS P.T. SILL PLATE SEE S-101 FOR DETAILS P.T. SILL PLATE SILL GASKET EDGE NAILING MEMBRANE SIMPSON MSTC66133 HOLD-DOWN AS I � REQ'D. SEE S-101 FOR LOCATIONS � CONCRETE FOUNDATION, SEE 1/S-100 - --------------------- FRONT WALL SECTION AT CLOUDLITE BACK WALL SECTIONS RAKE WALL SECTION 0 J_ _ _ - - _ m EDGE NAILING 4' �- 2x FULL DEPTH BLOCKING (2)5/'8"0 THRU BOLTS 0 2x ROOF RAFTER, 212• EDGE NAILING U) W SEE 1/S-102 (n ROOFING, SEE ARCH 2x FULL DEPTH W W BLOCKING V z a Z >- o W W Z 0 0 2x ROOF RAFTER, V QI. cc SEE 1/S-102 Q � J W O ROOFING,SEE ARCH r d. o Q J a 1/2" 0 TIE-ROD '� TM ASSEMBLY, SEE 2/S-301 , X w ILL w m W 1/2 ZIP-SYSTEM WALL SHEATHING coN SEE WALL SCHEDULE, S-101 O CL O zL a ICC-ES ESR 1474 SIMPSON H2.5A SEE 1/S-300 r \ SEE 1/A-300 FOR MORE 46 HEADER OF4A RAFT INFOR T 2x STUDS, SEE PLAN _ P� _Co gTEVF� ,Q� SEE 1/S-102 AND WALL SCHEDULE h 2-E EDGE NAILING C �m w if' 2 0 N �NFESSI4�P JUN 2 2 2017 1/2"ZIP-SYSTEM'"' WALL SHEATHING SEE WALL SCHEDULE, S-101 ICC-ES ESR 1474 1/2"x 8"SIMPSON TITEN HD SEE S-101 FOR DETAILS r P.T. SILL PLATE F - -------------- I I L I �4� FRONT WALL SECTION AT DOORTYP WALL SECTION WINDOW 18x24 SHEET SIZE LOCATE SPLICE MSTC28 W/(36) 16d SINKERS, OVER STUD BOTH SIDES OF WALL L-t STUDIO SHED" •o, ,o• :o, :O:jl 1500 CHERRY STREET LOUISVILLE, CO 80027 Ph: 888.900.3933 WWW.STUDIOSHED.COM TYP STUDS TYP STUDS PER PLAN PER PLAN 06/22/2017 ISSUE DATE NOTE: MSTC28 TO BE INSTALLED OVER EXTERIOR WALL SHEATHING ON EXTERIOR SIDE OF BUILDING REVISIONS TYP TOP PLATE SPLICE 1 I PORTLAND BOLT 1/2"0 ROOF JOIST, SEE PLAN V A36 TIE-RODS z i 0 PRE-FAB ASTM A36 PL —I 1/4" RAFTER BRACKET 4 4„ , 4" ,Z. O O EQ r 1/2"0 PORTLAND 2 " 116" 41. gam. EQ 4. O BOLT A668 2 e '6 (n U e TURNBUCKLE _ �2 W w Lu �- E �. / 1 z 0 Z 3 PORTLAND BOLT ,s \� o cl) W Z #2 A668 CLEVIS W/ 2" U DLu Q' 5/8"0 PINS EACH END Q N .J } cc O W a- 0 Q _j T U U Z � LL- U) Q W U)X w Cc w m W w O O z! N 2 TIE ROD DETAIL OF NEW Y QS gT E VES ® 02 . r w w 0$1745' ; A�®PESS`o � MSTA 24 STRAP TIE WITH ROOFING, SEE ARCH (18) 10d NAILS AT LTP4 @ EACH RAFTER JUN 2 2 2017 EACH RAFTER EDGE NAILING, 2x FULL DEPTH BLOCKING SEE PLAN 3/4"SHEATHING, SEE 1/S-300 LS50 @ 24" 18x24 SHEET SIZE /'3� RIDGE SECTION STUDIO SHED" 1500 CHERRY STREET LOUISVILLE, CO 80027 Ph: 888.900.3933 WWW.STUDIOSHED.COM ��FOR REFERENCE ONLY 06/22/2017 ISSUE DATE REVISIONS 14' J-BOX LOCATION DETERMINED BY SITE - -•-- _ MAIN TO HOME (BY OTHERS) 12'-0"MAX, TYP GFCI FIRST DUPLEX OUTLET TO BE GFCI R 1 ! I I z 10' � m U) V ss W w Lu �- T ° U o wz ° U cr- ¢ cr_ W J W O Q J_ T LL- (/� Q W ai x 0 w m W � a on ; � � o r it 2zIN � f ¢ U ELECTRICAL PLAN OQTY:1 Q QTY:4 O QTY:4 Q'TY:1 ELECTRICAL GENERAL NOTES: RECESSED CANISTER EXTERIOR DUPLEX SUB-PANEL DUPLEX RECEPTACLE LIGHT RECEPTACLE(WITH COVER) 1.TO RUN WIRING BETWEEN PANELS, 3.OUTLETS INSTALLED 12"A.F.F. DRILL(1)1/2"0 HOLE THROUGH STUDS TO BOTTOM OF BOX QTY:2 GFCI QTY:1 QTY:VARIES - -• �—� AT 12"O.C.FROM B.O.SILL PLATE S 15 AMP WIRING 20 AMP WIRING 4.EXTERIOR LIGHTS INSTALLED SINGLE-POLE SWITCH GFCI DUPLEX EXTERIOR LIGHT (DASHED LINE) 2.JUNCTION BOX INSTALLED AT 4'-6" 6'-4"AFF TO MOUNTING HOLE RECEPTACLE FIXTURE FROM B.O.PANEL TO B.O.BOX 18x24 SHEET SIZE