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HomeMy WebLinkAbout41799-Z Town of Southold 3/20/2018 P.O.Box 1179 53095 Main Rd �'✓.j�1 �o' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39559 Date: 3/20/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 375 Corwin St., Greenport SCTM#: 473889 Sec/Block/Lot: 48.4-43 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/29/2017 pursuant to which Building Permit No. 41799 dated 7/10/2017 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: alterations and additions, including half bath in unfinished basement, cellar entrance, entry porch and rear deck,to an existing one family dwelling as applied for. The certificate is issued to Robert C Nowell of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41799 3/6/2018 PLUMBERS CERTIFICATION DATED 3/5/2018 e White,Ravage ut ed Signature �gt�FE i,r TOWN OF SOUTHOLD �� coGy BUILDING DEPARTMENT co TOWN CLERK'S OFFICE o • 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#: 41799 Date: 7/10/2017 Permission is hereby granted to: Heaney, Robert PO BOX 196 Greenport, NY 11944 To: construct additions and alterations to existing single family dwelling as applied for. At premises located at: 375 Corwin St., Greenport SCTM # 473889 Sec/Block/Lot# 48.-1-43 Pursuant to application dated 6/29/2017 and approved by the Building Inspector. To expire on 1/9/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $700.80 CO -ADDITION TO DWELLING $50.00 Total: $750.80 r 1 Buildin 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 I%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$15.00 Date. G�2 0� New Construction: Old or Pre-existing Building: ✓ (check one) r L Location of Property: 3� Cp'�:K S House No. Street Hamlet Owner or Owners of Property: l`07$✓ NdWe�1 /LSuffolk County Tax Map No 1000, Section qd Block Lot 1/3 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ /'Applicant Signature SOUT�,oI Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 G �� ro-ger.richert(D-town.southold.ny.us Southold,NY 11971-0959 �OlycOU Ns� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To- Nowell Address: 375 Corwin Street city:Greenport st: New York zip: 11944 Building Permit#: 41 799 Section: 48 Block: 1 Lot: 43 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Promaster Electric License No: 59226-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat Duplec Recpt 48 Ceiling Fixtures 7 HID Fixtures Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 6 Smoke Detectors 3 Main Panel 200A A/C Condenser 2 Single Recpt 1 Recessed Fixtures 32 CO Detectors Sub Panel A/C Blower 2 Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 30A Emergency FixtureTime Clocks Disconnect 200A Switches 3g Twist Lock Exit Fixtures 9 TVSS Other Equipment: 2- Combination Smoke/ CO Detectors, 3-Exhaust Fans, 1- Range Hood, 1- Paddle Fan, 5-ARC Fault Circuit Breakers, 3- Combination ARC- GFCI Circuit Breakers. Notes: Inspector Signature: Date: March 6, 2018 10, 0-Cert Electrical Compliance Form.xIs ° �yob Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959QI�CouL � D ! v [E DD BUILDING DEPARTMENT TOWN OF SOUTHOLD MAR 1 9 2018 TOWN OF SOUTHOED CERTIFICATION Date; XX� Building Permit No. Owner: &I3 WC� (Please print) Plumber: J O-e r,.i�11-cC e�✓ A� (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (PIumbers Signature) Sworn to before me this u day of/ c� , 20 Notary Public, County CHRISTIE'HAL'IOCK Notary Public;State of Neva York No.4831959;-Suffolk County J-7 Commission Expires May 31,20 SOUL s �o �ycouo,� TOWN OF SOUTHOLD BUILDING DEPT. 765-16®2 INSPECTION ] OUNDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: fv1�N �*rvoo A� Coe yv gvntz DATE I® INSPECTOR .01 y' SOUTyoI � o Comm H O TOWN .OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: &i(uc,4vy*f i �kOVP I r*\ o � . DATE INSPECTOR ` V�I • __ Y - __ �Of SO(/T coum, TOWN OF SOUTHOLD BUILDING-DEPT. 765-1602 NSPEC ION ' [ FOUNDATION 1ST [ ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] EL TRICAL (FINAL) R MARKS:, -PhAj, &wkj;Lk Ot4 v� o- e-VII , vg&t , -4 ;v 0 DATE INSPECTOR l ° SOF SOUTy O��OOUNi'I,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ,,ROUGH PL13G. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRI AL (FINAL) REMARKS: kAkkiA CA41hf CtMmt pv CU-�--�l A DATE l INSPECTOR SOUTyOIo roumv,pc� 1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE I INSPECTOR` ; 6 1 1 OF SO//l�o! � o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [YFINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH)ELECTRICAL (FINAL) REMARKS: i �01 (mak 4 -., h _ iri 06 IVi DATES� INSPECTOR pE SOpTyo� Q\ gum, '(x,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. ( ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: Ile DATE INSPECTOR t a Pacifico Engineering PC — ---- Engineering Consulting 700 Lakeland Ave, Suite 2B _" Ph: 631-988-0000 Bohemia, NY 11716 •1 6I' G c Fax: 631-382-8236 www.pacificoengineering.com ---- engineer@pacificoengineering.com March 15, 2018 Town of Southhold Building Department 54375 NY-25 Southold, NY 11971 Subject: Nowell Residence, 375 Corwin St, permit 41799, rear extension ridge substitution Please be advised that the ridge as specified in the approved plan set a (3) 1.75 x 18 LVL beams has been installed with a substitute of(21) 1.75 x 20" LVL. This is structurally acceptable and meets all requirements of the NYS Residential code for load and deflection requirements. Regards, Ralph Pacifico, PE OF NEw� y�Q' �N PAc7���O,A * o � w " 066182 R�FESsl— MAR 202018 13UIY.DUqG D - -roWN OF S®U' HOLD 1 of 1 1 1 1 • • ljaa IldL FOUNDATION(1ST) ME ------------------------- MAN % w ROUGH FRAMING& PLUMBING � v � II i INSULATION STATE ENERGY CODE Am iADDITIONAL COMMENTS will ii ARM L TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you,have or need the following,before applying? TOWN HALL _ Board of Health i SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 - Planning Board approval FAX: (631) 765-9502 Survey South oldTown.NorthFork.net PERMIT NO: � � _ Check Septic Form N.Y.S.D.E.C. ! Trustees C.O.Application_; D ���a V Flood Permit Examined ® ,20 Single&Separate ' , DStorm-Water Assessment Form t� JUN 2 9 2017 Contact: Approved ,20 `Disapproved a/c $ rr D . 0 Phone: qIT 04-6W' Expiration C C ,20 Build Ins e c t o r APPLICATION FOR BUILDING PERMIT f Date Z F 1 - , 20� INSTRUCTIONS a. This application MUST be 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 shat l 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 authl orized has not commenced within 12 months after the date of issuance o'r 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 requili,ed. 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) (020 �- ` ��-. �'yec►�neyr�- f)y 111'4 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder f ouA2✓ Name of owner of premises I�o�je✓�' C ��W (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 which proposed work will be done: ' 37 5 Co✓J; �— House Number Street Hamlet County Tax Map No. 1000 Section y - 3 4 Block''-.-,,, � r _ -Lot i Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Sc CQW-tUU, b. Intended use and occupancy �;K �� ���;� wR�I�M 3. Nature of work(check which applicable):New Building Addition ✓ Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 200 boo `� c=,Fee d7 ` 3' �; V ;•' `(Tb be;paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling u itlonAeach floor 1 If garage, number of cars ` 6. If business, commercial or mixed occupancy, specify nature and extent.o each type of use. �:Mc 1 ,,.�� tD 7. Dimensions ofexisting"structures, if any: Front "``''�{"`'' `� �"Rear Depth Height Number of Stories I Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth ,Height Number of Stories 9. Size of lot: Front Rear Depth ! 10. Date of Purchase l�" Name of Former Owner l ZoS t✓ eo,-i c i 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 V Will excess fill be removed from` premises? YES` NO—, 14. Names of Owner of premises Rt�d v�- tjoWI-It Address l oZo �w? Phone No. q17— Name 17-Name of Architect Address I Phone No Name of Contractor Address T Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V"' * 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 t * IF YES, D.E.C. PERMITS MAY BE REQUIRED. I 16. Provide survey, to scale, with accurate foundation plan and distances to poperty lines. 17. If elevation at any, point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * IES NO t/ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) r : COUNTY OFS& S i2o�eV �- l�yW c« being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the GwK2y, (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 day of �,Tj e _ 20 I� EY L. DWYE Notary Public Q NOTARY PUBLIC,STATE OF NEW YORK Signature of Applicant NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,26 Scott A. Mussell °�sUFFQ S]F01 1\M[WA\T]E1K SUPERVISOR 0 I� \\NA\G]E1\M11ENT SOUTHOLD TOWN HALL-P.O.Box 1179 � m 53095 Main Road-SOUTHOLD,NEW YORK 11971 ti Town o So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) OOZES THIS PROJECT INVOLVE ANY OF T)i3[]E FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑[fA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑11" 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. ❑["! D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑[� E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑dF. 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 fDish ict NAME: Mf✓V �+Ola9�-l� 14� `� / (rrm /1Ou Section Bldck Lot / ./ FOR Rl-d DINU DI:I'f1RTNIEN_1_t,SE 0til_. `> I , Contact Information DWW-A 'fdcVLon,\umtcu Reviewed By JX ', - - — — — — — — — — — — — — — — — — DateProperty Address / Location of Construction Work: —E — — — — — — — — — — — — — — — /o Approved for procesbtng Building Permit d, W►'� J Stormwater Management Control Plan Not Required v G�VC "t o��' . I (��� �1 ❑ Stormwater Management Control Plan iz)Required (Forward to Engineering Department for Review) FORM SMCP-TOS MAY 2014 ail bee, 0 Town Hall Annex J [ [ Telephone(631)765-1802 54375 Main Road y • aaxw(63 )765 nsutg5 P.O.Box 1179 roger.richert0012 ny.us Southold,NY 11971-0959 Q Y l-.C®uIm BUILDING DEPARTMENT TOWN OF SOUTHOILD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY �I�e.��a Date: u Company Name: Name: License No.: 2 Address: Phone No_: t I ®r pi p JOBSITE INFORMATION: (Indicates required information) *Name: *Address: 3 C cur yo i n Prae_11920ek 414e 9 Qp Y_i;e *Cross Street: *Phone No.: �R Ay Permit No.: y / Uq Tax Map District: 1000 Section: _ Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) n / B� Ine'r Cknd Sems's � �lt�a?sr/ Raug p 4 cji)d "MIC 40,4c 0112 A -e— (Please Circle All That Apply) *Is job ready for inspection: ES / NO ough In Final *Do you need a Temp Certificate: ES/ NO Temp Information (If needed) *Service Size: 1 Phas 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION (JY,^�r�c,+:�l•�rPlr�r�.i-U'1c_ �.��.�i 4��• 1st 82-Request for Inspection Form Dwyer, Tracey From: Dan Finne <dfinne9199@aol.com> Sent: Monday, March 19, 2018 9:35 AM To: Dwyer, Tracey Subject: Fwd: Nowell Permit# 41799 Sent from my Whone Begin forwarded message: From: Joshua Finne <jfinne86 @gmail.com> Q Date: March 19, 2018 at 9:18:48 AM EDT / To: dfinne9l99@aol.com Subject: Nowell t { :. .� 4; 1 i w 1 r w 2 �II1 � 9 di t: �"� �' .. 'i' j }` �. MMS ` ; � '4 - X ,� � k. _ _. S' � _ u •��_ [, ,... �.,� �. ; _..- _ }f" rn � � r 41 A E �C A i � a V 0 b Er ts 00 r SURVEY OF PROPERTY A T GREENPORT TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 1000-48-01-43 SCALE 1'= 30' JANUARY 27, 2017 LOT LOT 8 MARCH 23, 2017 (CER77F/CA71ONS) W LOT �7 LOT �6 I LOT 5 °' No �'° 207 MARCH 29, 2017 (REVISIONS) z o e v-'< I�`D � INYL 58104'20"IE RFs Frs. 147.00' uJh ew i GM= / STOGKApE FENCE F---------�-------------- I VIM FENGE � C-LF. 0.3E, I ILI + osw. C p LOT 40 g 1 n LOT 41 N LOT 42 I I I O �O LOT 43 LOT 44 CN z � 27.8' _ o �J u GONG,,TOPE ro O;O E GE 3 OSC , STOOP F- -'O_---- I-------------- 0.3'F- I s.o I I 6L0 K W W GARAGE a Q 326• F- ; 3.7 i Vv' 33.9' W % z 3 Z n o � AT sru o' N Gw 0.2 I mt OVHW5 - T UTILI P POLE N8838'20"W — WGE OF PAVa*WT l COR WIN STREE'�' - MONUMENT ,� OF NEWl, CERTIFIED TO- LOT NUM15ER5 REFER TO "MAP OF PLAN OF 5. DUEL CORW IN RCiDERT G. NOWELL ESTATE" FILED I N THE SUFFOLK COUNTY CLEKK'5 OFFICE ON F I bEL I TY NATIONAL TITLE I N5URANGE COMPANY DECEMDER 23, 1`130 A5 FILE NO. 548. UL',5TEK 5AV I N&5 15ANK r ' w ~ ANY ALTEKAT ION OK ADDITION TO TH 15 SURVEY 15 A VIOLATION N. Y.S LIC. N0. 49618 / 9 MORS, OF 5EGT ION 7209OF THE NEW YORK STATE EDUCATION LAW. P.C. f_ EXCEPT A5 PER 5EGT I ON 7209-5U6D I V 15 I ON 2. ALL CERT I F I GAT I ONS (6 020 FAX P.C. 765-1797 HEREON ARE VALID FOR TH15 MAP AND GOPIE5 THEREOF ONLY IF AREA 18,399 SO. FT. P.O. BOX 909 SAID MAP OK COPIE5 15EAK THE IMPKE55ED SEAL OF THE SURVEYOR 1230 TRAVELER STREET 16-1�6 SOUTHOLD, MY 11971 I REScheck Software Version 4.6.2 Compliance Cer'ti'ficate Project Nowell Residence Energy Code: 2015 IECC Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,103 ft2 Glazing Area 20% Climate Zone: 4 (5999 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 375 Corwin Street Nowell Residence Ralph Pacifico Greenport, NY 11944 375 Corwin Street Pacifico Engineering Greenport, NY 11944 700 Lakeland Avenue Suite 2B Bohemia, NY 11716 631-988-0000 � .i. Compliance 0.0%Better Than Code Maximum UA: 83 Your UA: 83 Maximum SHGC: 0.40 Your SHGC. 0.10 The%Better or worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope-'Assemblies---- -- --- - ------ -- - - ------- --- ---- - Ceiling 1• Cathedral Ceiling (no attic) 354 30.0 0.0 0.034 12 Wall 1: Wood Frame, 16" D.C. 488 13.0 2.0 0.069 27 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 47 0.330 16 SHGC: 0.10 Door 1: Glass 48 0.330 16 SHGC: 0.10 Floor 1: All-Wood joist/Truss:Over Unconditioned Space 354 30.0 0.0 0.033 12 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6,2 an o comply with the mandatory requirements ' check Inspection Ch cklist. a, h P0, ►� i'co �c�° wy Kt 28, 20 ► 7 Name-Tlitle Si ate Project Notes: '_ E Nowell Residencem W 375 Corwin Street i- 2 Greenport, New York 11944 op 466185 9oFESS10 Project Title: Nowell Residence Report date: 06/28/17 Data filename: E:\_EGM Design\2017-27-Nowell (TSTHMP - RPE)\Nowell-RESCHECK-RPE-IRC.rck Page 1 of 9 T � REScheck Software Version 4.6.2 Inspection Checklist Energy Code: 2015 IECC Requirements: 0:0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and i ❑Complies 103.2 documentation demonstrate 1 ❑Does Not [PRlji !,energy code compliance for the J ;building envelope.Thermal _ ❑Not Observable envelope represented on ❑Not Applicable ;construction documents. i 103.1, jconstruction drawings and . ❑Complies ; 103.2, documentation demonstrate ❑Does Not 403.7 ;energy code compliance for 4 [PR311 lighting and mechanical systems. ❑Not Observable Systems serving multiple ¢ ❑Not Applicable dwelling units must demonstrate :compliance with the IECC Commercial Provisions. c 302.1, Heating and cooling equipment is: Heating- Heating: ;,F-]Complies ; 403.7 sized per ACCA Manual S based Btu/hr Btu/hr �❑Does Not [PR212 on loads calculated per ACCA Cooling: Cooling: Manual j or other methods °❑Not Observable approved by the code official. ; Btu/hr Btu/hr ;❑Not Applicable ° Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Nowell Residence Report date: 06/28/17 Data filename: E:\ EGM Design\2017-27-Nowell (TSTHMP - RPE)\Nowell-RESCHECK-RPE-IRC.rck Page 2 of 9 Section . # Foundation InspectionComplies? Comments/Assumptions &Req.ID 303.2.1 IA protective covering is installed to ;❑Complies [FO11]2 protect exposed exterior insulation :❑Does Not J and extends a minimum of 6 in. below grade. i❑Not Observable I❑Not Applicable ; 403.9 Snow-and ice-melting system controls;❑Complies [FO12]2 '.l installed. ;❑Does Not v ;❑Not Observable :,[]Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Nowell Residence Report date: 06/28/17 Data filename: EA_EGM Design\2017-27-Nowell (TSTHMP - RPE)\Nowell-RESCHECK-RPE-IRC.rck Page 3 of 9 Section , Plans Verified Field Verified' # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Req.ID 402.1.1, ;Glazing U-factor(area-weighted U- I U- ;❑Complies ;see the Envelope assemblies 402.3.1, average). :[]Does Not table for values. 402.3.3, 402.3.6, '❑Not Observable ; ; ; ; 402.5 ; ; ; ;❑Not Applicable ; [FR2]1 0 303.1.3 ;U-factors of fenestration products I ,❑Complies ; [FR4]1 !are determined in accordance ? ❑Does Not with the NFRC test procedure or { ;taken from the default table. i !E]Not ❑Not Observable Applicable ; 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ;❑Does Not ;instructions. ❑Not Observable ❑Not Applicable 402.4.3 !Fenestration that is not site built s❑Complies ; [FR20]1 lis listed and labeled as meeting , x ' ❑Does Not ;AAMA/WDMA/CSA 101/I.S.2/A440$ ❑Not Observable ; J ;or has infiltration rates per NFRC 1400 that do not exceed code ;❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures; ❑Complies ; [FR7:6]2 sealed at housing/interior finish ❑Does Not and labeled to indicate :52.0 cfm G leakage at 75 Pa. ;❑Not Observable ; i❑Not Applicable 403.2.1 ;Supply and return ducts in attics ; ; ;;❑Complies ; [FR12]1 insulated >= R-8 where duct is $ ;❑Does Not >= 3 inches in diameter and >_ ) R-6 where < 3 inches. Supply and ❑Not Observable return ducts in other portions of {❑Not Applicable ; ;the building insulated >= R-6 for diameter>= 3 inches and R-4.2 I lfor< 3 inches in diameter. f 403.3.3.5 1 Building cavities are not used as JE]Complies ; [FR15]3 ducts or plenums. []Does Not j r ❑Not Observable ❑Not Applicable ; 403.4 HVAC piping conveying fluids R- ; R- ;❑Complies [f R17]2 above 105 °F or chilled fluids ;❑Does Not below 55 °F are insulated to >—R- ❑Not Observable ; 13. I ;❑Not Applicable 403.4.1 Protection of insulation on HVAC 10Complies [FR24]1 ipiping. t ),[]Does Not J i❑Not Observable [ ; ,❑Not Applicable 403.5.3 j Hot water pipes are insulated to R- R- ;❑Complies [FR18]z >R-3. :❑Does Not 169 , ;❑Not Observable ❑Not Applicable 4031.6; Automatic or gravity dampers are;, ❑Complies ; [FR19]2 installed on all outdoor air ,❑Does Not intakes and exhausts. ' r ❑Not Observable } ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2, Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Nowell Residence Report date: 06/28/17 Data filename: E:\_EGM Design\2017-27-Nowell (TSTHMP - RPE)\Nowell-RESCHECK-RPE-IRC.rck Page 4 of 9 1 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Nowell Residence Report date: 06/28/17 Data filename: E:\—EGM Design\2017-27-Nowell (TSTHMP - RPE)\Nowell-RESCHECK-RPE-IRC.rck Page 5 of 9 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions &Req.ID 303.1All installed insulation is labeled j []Complies ; [IN13]2 or the installed R-values ❑Does Not provided. []Not Observable ❑Not Applicable 402.1.1, 1 Floor insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ;❑ Wood ',❑ Wood ;❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel :❑Not Observable ;❑Not Applicable , 303.2, ;Floor insulation installed per ❑Complies ; 402.2.7 :manufacturer's instructions and ❑Does Not [IN2]1 yin substantial contact with the J ;underside of the subfloor, or floor , ❑Not Observable !framing cavity insulation is in 1❑Not Applicable ; !contact with the top side of ;sheathing, or continuous d ; insulation is installed on the !underside of floor framing and $extends from the bottom to the 'r I top of all perimeter floor framing !members. 402.1.1, ;Wall insulation R-value. If this is a; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, !mass wall with at least 1/z of the ❑ Wood ;❑ Woad ;❑Does Not table for values. 402.2.6 ;wall insulation on the wall !❑ Mass ❑ Mass '❑Not Observable [IN3)1 !exterior,the exterior insulation ; J !requirement applies (FR10). ; E] Steel [J Steel ;❑Not Applicable ; i 303.2 ;Wall insulation is installed per K, ❑Complies [IN4]1 manufacturer's instructions. 111Does Not ' ❑Not Observable ! ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Nowell Residence Report date: 06/28/17 Data filename: EA—EGM Design\2017-27-Nowell (TSTHMP - RPE)\Nowell-RESCHECK-RPE-IRC.rck Page 6 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. ; R- ; R- ;❑Complies ;see the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood !❑Does Not table for values. 402.2.2, ; ❑ Steel ❑ Steel 402.2.6 ;❑Not Observable ; ; ; [FI1]1 ; ; ; ;❑Not Applicable 303.1.1.1, j Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI2]1 !Blown insulation marked every 300 ft2. I ❑Not Observable IE]Not Applicable 402.2.3 Vented attics with air permeable z sp JE]Complies [FI22] insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. bNot Observable r #❑Not Applicable ; 402.2.4 ;Attic access hatch and door ; R- R- ;❑Complies [FI3]1 !insulation >_R-value of the ;❑Does Not ;adjacent assembly. l❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ; ACH 50 = ;❑Complies [FI17]1 !ach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable !❑Not Applicable 403.23 ;Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies [FI4]1 cfm/100 ft2 across the system or ftz ft2 !❑Does Not <=3 cfm/100 ft2 without air ; ; ; handler @ 25 Pa. For rough-in ,❑Not Observable tests, verification may need to :❑Not Applicable ;occur during Framing Inspection. 403.3.2 ;Ducts are pressure tested to ; cfm/100 ; cfm/100 ;❑Complies [FI27]1 (determine air leakage with ; ftz ftz ❑Does Not leither: Rough-in test:Total ;leakage measured with a UNot Observable pressure differential of 0.1 inch ;❑Not Applicable ;w.g. across the system including ;the manufacturer's air handler !enclosure if installed at time of !test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch ,w.g. across the entire system !including the manufacturer's air handler enclosure. l 403.3.2.1 ;Air handler leakage designated Ilkorriphes [FI24]1 !by manufacturer at<=2% of t ❑Does Not l !design airflow. i. ❑Not Observable l []Not Applicable 403.1.1 Programmable thermostats 8 ❑Complies [FI9]z installed for control of primary ❑Does Not heating and cooling systems and 1 ; initially set by manufacturer to a ❑Not Observable code specifications. iC]Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]z on heat pumps. ❑Does Not ' a❑Not Observable ❑Not Applicable 4015.1 Circulating service hot water a I❑Complies ; [FI11]2 systems have automatic or i ❑Does Not accessible manual controls. + ; ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Nowell Residence Report date: 06/28/17 Data filename: E:\_EGM Design\2017-27-Nowell (TSTHMP - RPE)\Nowell-RESCHECK-RPE-IRC.rck Page 7 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1° !All mechanical ventilation system ; ' ❑Complies [F125]2 fans not part of tested and listed []Does Not HVAC equipment meet efficacy ; fand air flow limits. iIE]Not Observable r �❑Not Applicable ; 403.2 Hot water boilers supplying heat 1 ❑Complies [F[26]2 through one-or two-pipe heating ODoes Not j systems have outdoor setback control to lower boiler water f ;❑Not Observable temperature based on outdoor , I❑Not Applicable ; temperature. z ; 403.5.1.1 Heated water circulation systems , ❑Complies [F[28]2 have a circulation pump.The I ❑Does Not system return pipe is a dedicated return pipe or a cold water supply �❑Not Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are x ; not present. Controls for i circulating hot water system pumps start the pump with signal = for hot water demand within the k occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. ( , 403.5.1,2 Electric heat trace systems ; ,❑Complies ; [FI29]2 comply with IEEE 515.1 or UL t ❑Does Not 515. Controls automatically ; adjust the energy input to the I []Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the ). piping. `s 403.5.2 Water distribution systems that ; ❑Complies [F130]2 have recirculation pumps that ❑Does Not pump water from a heated water supply pipe back to the heated IE]Not Observable water source through a cold a ❑Not Applicable ; water supply pipe have a demand recirculation water I ; system. Pumps have controls ( ; that manage operation of the pump and limit the temperature I of the water entering the cold water piping to 1049F. ) 403.5.4 Drain water heat recovery units I ❑Complies ; [FI31]? tested in accordance with CSA j J❑Does Not EB55.1. Potable water-side ;❑Not Observable pressure loss of drain water heat recovery units < 3 psi for 1' ❑Not Applicable individual units connected to one ; or two showers. Potable water- 1 side pressure loss of drain water , heat recovery units < 2 psi for ; individual units connected to f three or more showers. 404.1 !75%of lamps in permanent i ❑Complies [FI6]1 fixtures or 75%of permanent i []Does Not ;fixtures have high efficacy lamps. ; ;,Does not apply to low-voltage []Not Observable I lighting. d ❑Not Applicable ; 404.1.1 I Fuel gas lighting systems have ❑Complies [F123]3 i no continuous pilot light. ! s []Does Not ' ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2. Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Nowell Residence Report date: 06/28/17 Data filename: E:\-EGM Design\2017-27-Nowell (TSTHMP - RPE)\Nowell-RESCHECK-RPE-IRC.rck Page 8 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 401.3 ;Compliance certificate posted 2. 10Complies [FI7[]2 A []Does Not []Not Observable d ❑Not Applicable 303.3 (Manufacturer manuals for ❑Complies s [F]18]3 'mechanical and water heating g []Does Not !systems have been provided. ❑Not Observable F (, $❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Nowell Residence Report date: 06/28/17 Data filename: E:\ EGM Design\2017-27-Nowell (TSTHMP - RPE)\Nowell-RESCHECK-RPE-IRC.rck Page 9 of 9 2015 IECC Energy Efficiency Ceftificate • e Above-Grade Wall 15.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Window 0.33 0.10 Door 0.33 0.10 . em . • m Heating System: Cooling System: Water Heater• Name: Date: Comments J! V' �. ` f�...y ['>9 i i�i� ., •��{•-�� -r i ?: DATE:9.,�b •. -y FEE` NOT!:" r @ ;c�y� ` t`�I�V C'f., ,-,,. � ^{r• 7t)a-1Fv.'� �A SCJ ' ` F0"i POIU;. .i) C I L .. ..• 2. ROM` - FF.,",, 3. I'AISU 4. FI(l ,L - CG;< TFi'.JI 't MUST ALL GO I�T RU i fC ^1 c;' 'LL M^ET THE REOUIREa1i__.I F y OF T ll C:C:::Es Or YORK STATE. NO, Rt_f'`'O(vSiE!_C (=0R GESiGi l OR CG( SERr'.i:FiS. PLUMBING ALL PLUMBING WASTE TRUSS PLACARDING REClUI 'sZD V!ATER LIiv1=S PN'E-D � PEFG E COVERING RETAIN STORP�'1 ",!�,T�^ ; !1%OFF C;El T IFICATION PURSUANT TO CH- A, !)TER 236 ,AD CONTENT BEFORE OF THE TOWN CODE. TfFICATE OF OCCUPANCY BOLDER USED IN WATER _�U£'PLY SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. �LL_Oa.1 olLr(dL .0'.3 F�v?7Ffis'?:i� Sr' ^:rt? i I , "' .' - ■ ��■■s.■+��■■...r�.rrs..�..�ww...u:�a+..r.a....rr.rw.+rr.ta���a.rrr.Miwa ar.■�+-4_�. - .. _�,► t • � � I I ! I I. ! ; i I ( I I ' sKYwropr � pF NEW yo `J a 84 SCALE: y" APPROVED BY: DRAWN f8t DATE : REVISEO DRAWIWG NUMBER f f PMA i ---t3 s- _ r 1 Apo `o► �._ �. b iIT - -_ - -- In ! � � B6DRDof�'�2- ��►fi -- .��f�?1U�1��v�'�s.'���,}t,�A�3•'�•. '� TS"�,f��Viq+Sp �„- ._... _..—f•'"A�S'�1fJCf ._._ ..•.�iXtS'1�L ._ Yl. . � �� � _fix _.__.___. - .._. .v�_ f-----� _.-�*�,-t.�---�.g�,�_t-�•,rr �- ---r +-' A-4 r AAJ �tXj`�TlrTc;SC1Ri! r . n pROFESSk 13 oft v rip SCALE: APPROVED BY: DRAWN BY41 DATE: � �.._ . REVISE f nit 016c DRAWING NUMBER ! i I i v I I; Q �ta;r+z�aaF— o A , 684 Ro, SSt No- �� SCALE: ~ _ - PROVED BY: DRAWNY_ DATE REMMLEb- DRAWING NUMBER o GENERAL NOTES: • The Information on this set of construction documents is to relate basic design ELECTRICAL NOTES: WINDOW AND DOOR SCHEDULE Intent and framing details. They are intended as a construction aid, not as a substitute for generally accepted good budding practice and are In compliance with • All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include current New York State budding codes. The general contractor is responsible for installation of fixtures t specifications as indicated on plans. Light fixtures to be supplied by providing standard construction details and procedures to ensure a professionally owner and installed by contractor. GFI outlets required at bathrooms and exterior areas. Install finished, structurally sound and weatherproof completed product. all outlets as per code. All work is to be done in strict accordance with the New York State Code by a licensed electrician. All new switches t outlets to be Levition, standard, supplied t installed AX281 AWNING i.2 5.0 I O 4 25.9 -28.I 35 1 •. General contractor to coordinate all subcontractors, scheduling of work and by contractor. Contractor to do all hook-ups as required for bathrooms. interaction between trades. ALL WINDOWS TO BE ANDERSEN,400 SERIES,UNLESS OTHERWISE SPECIFIED • The contractor is responsible for ensuring that all work and construction meets FRAMING NOTE5: WINDOWS TO BE WHITE EXTERIOR,PREFINISHED WHITE INTERIOR;TRADITIONAL STYLE,WHITE FINISH LOCKS t HARDWARE AND FULL EXTERIOR SCREENS or exceeds current federal, state and local codes, ordinances and regulations,etc. NO GRILLES These codes are to be considered as part of the specifications for this building plan. 0 All lumber Is to be Douglas Fir#2 or better at I G'on center • If in the course of construction,a condition exists which disagrees with that as • All wood framing in contact with concrete or masonry is to be pressure treated. 'ACQ'designation CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B MUST HAVE PG UPGRADE KIT. indicated on these drawings,the contractor shall stop work and notify the designer refers to current arsenic-free treated wood standards and shall take the place of CCA! t the engineer immediately. Should he fail to follow this procedure and continue work. COEFFICIENT 1.0 WITH 120 mph BA51C WIND SPEED. AS PER E MEETS NY STATE EGRESS REQUIREMENTS he shall assume all responsibility and liability arising therefrom. TABLE R 301.2 (2) NEW YORK STATE BUILDING CODE. FOR HABITABLE SPACE, • All TJI's are to be installed in accordance with the manufacturer's specifications and shall include • Dimensions take precedent over scale-DO NOT SCALE DRAWINGS. squash blocking web stiffeners at bearing points on girders and other load bearing areas CUSTOM GRILLES-SEE ELEVATIONS • The designer has not been engaged for construction supervision and assumes no • Structural Steel A5TM A3G - FY= 3G K51 responsibility for construction coordinating with these plans, nor responsibilrty for WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH KEMOVEABLE 5/8'WOOD STRUCTURAL PANELS construction means, methods,techniques, sequences or proceedures or for saftey • All straps, connectors, plates, bolts, nails, etc. are to be galvanized. Designated connectors,straps, WITH MAXIMUM OF 8'-0'SPAN. FASTENERS FOR SPANS UP TO G'-O'SHALL BE 2 112 -#8 WOOD SCREWS AT I G'O/C,FASTENERS precautions and programs in connection with the work indicated. There are no etc. on these drawings are my by Simpson unless otherwise indicated. All connectors, straps, etc.are to be FOR SPANS UP TO 8'-O'SHALL BE 2 1/2'-#8 AT 12'O/C. TABLE 301 .2.1.2 warranties for a specific use expressed or implied in the use of these plans. nailed/bolted in accordance with the manufacturer's specifications. • Contractor to provide hardwired smoke detectors,with battery back up,and with ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED,ANY MULLED UNITS MUST MEET OR EXCEED no intervening switches,on all floors and in each bedroom. Verify with local code • All floor sheathing Is to be I'AC type plywood,tongue t groove and shall be glued and screwed to 1.5 TIMES THE DE51GN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR requirements as per Section R3 17 New York State Residential Construciton Code. the floor joists(G'o.c. edges t 12'o.c.field) GLAZING MUST MEET A5TM E 1996 TEST REQUIREMENTS AS PER NEW YORK 5TATE RESIDENTIAL CONSTRUCTION CODE. Install carbon monoxide detectors as per code. REFER TO SECTION R 1609.1.4 FOR ALTERNATIVE OPENING PROTECTION. FOUNDATION NOTES' Solid blocking is to be installed every 8'-0'max. or mid span of all floor joists with spans exceeding 8'-0'. Blocking is to be installed at all point load bearing points. ALTERNATIVE FOR OPENING PROTECTION General contractor to review plans,elevations and details to determine • Install double joists under all partitions running parallel Intended heights of finished floor above typical grade. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/1 G*AND MAXIMUM PANEL SPAN OF 8'-0" RESChetk Software Version 4.6.E • All exterior wail headers to be 2-LVU5 as indicated on floor plans t sections and all interior SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS i • Footings shall bear on undisturbed soil within bearing capacity of 1.5 tons/sq.ft. headers are to be 2-2'x 8'unless otherwise noted. All headers exceeding 5'-0'shall have a double SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. Com plia nee Certificate jack stud with a single king stud t on exterior Wails provide double sill plate(typical). (REFER TO SECTION 1609.1.4 AND I G09.G.5 AND TABLE 1609.1.4) CNJI/ • Concrete shall be FC= 3,500 PSI @ 28 days TABLE 1 G09. 1 .4 Provide Concrete on 4'sand or gravel fill minimum, with 6x6 - I O/I O welded wire mesh on ars sulation baffles at eave vents between rafters and soffit vents as Indicated Project HUTTENMOSER • inWINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS reinforcement. Interior slabs to be aced on G mil. stabilizedpolyethylene va or LcKatiEn*ygCod• suffm clrYark Erew Y CoalaartrrWn PI p FASTENER SPACING(INCHES) Laauon: SuffoNi Caentyr New Turk barner. Welded wire mesh is to be placed in the top third of the slab and is to be • Exterior flashing is to be adequately installed at all connections between roofs,walls, PANEL SPAN<2' 2'-0'<PANEL 4'-0'<PANEL G'-O'<PANEL ConstnrctianTypr Sbykrfarirgy adequately supported by precast concrete bar supports to assure that the reinforcement chimneys, projections and penetrations as required by approved constrction practices. FASTENER TYPE 0' SPAN<4'-0' SPAN a G'-(• SPAN<8'-0' orq—Type Now Consburtion Coridina»d FIW Area: 0 R2 Is held lin position durmej concrete placement and finishing. Gime ArN FLOOR PLAN NOTES: 21/2' +1G E WOOD 16 IG 12 9 CgmattZg"p; 4 45750 HOD) • (solation joints are to be installed between the slab and the walls. Use preformed PWMR oat•. joint filler that Is to be.cut 1/2'below the slab surface and the resulting joint is to be filled . Dimensions shall take precedent over scale drawings, DO NOT SCALE DRAWINGS 2 112'#8 WOOD SCREWS I G 1 G IG 12 P►rrnR Hv"r with an elastomeric joint sealant. Construction Site: Owser/Agent: Designer/Contractor: A.THIS TABLE 15 BASED ON A MAXIMUM WIND SPEED(3 SECOND GUST)OF 130 MPH AND MEAN ROOF Bayrkw Dove I1tR III • General contractor to install cop-r tex(or copper)sheet metal termite sheilds • All interior walls to be covered with?gyspusm board with metal corner reinforcing. All HEIGHT OF 33'-O.OR LE55 Eaal Manor,Nr 5arthold,Nr between all wood surfaces that are exposed to concrete or masonry surfaces. drywall products, Including gypsum board, screw,joint compound,tapes t trim shall be U.S. B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. Gypsum Co. or approved equal. All joints shall recieve 3 coats of joint treatment. Sand final C. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO,THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWL • Dampproof exterior of foundation wall with a bituminous coating; Foundation coat to a uniform smooth surface. All walls, ceiling and interior of closets t0 be taped and CAPACITY Of 490 LBS. cernphancs:aaa•r gNtw'nian coop ~in-.n w: as Tar w;lb excavation is not to be backfilled prior to the installation of the floor framing. sparkled, 3 coats, ready for paint. naps rdwr.t ,,[.a,Ma..%--V a.x.erlt1—.Ire 'n . a.;°atr t.oMrun. rc irk:Wil p V, Ihm Ur.d nrr >.!•.Id w'o n�,r,th�roln lien. • Insulation ratings and installation locations as indicated on floor plans t sections PLUMBING HVAC NOTES: Envelope Assemblies • Walls common to garage and house to have a layer of o fire rated gypsum board at �a, ; _ • All plumbing work shall be done by a duly licensed plumber and must conform and adhere 5• garage side with 5'-0'return on adjacent walls t ceiling. Provide 2 layers of a fire rated Fl to all New York State building codes t saftey requirements. gypsum board on all engineered lumber as required by manufacturer specifications Pool 1 At-WOO Fra e.26*c. aver Outside w 102 19 0 0.0 006 s war 1.Wood Frame.16'o.c. 216 19 0 0.0 0 060 13 • If wall plates or joists are cut during the installation of plumbing fixtures or equipment All bath t kitchen area walls and ceilings adjacent to wet areas to have water resistant Window t vr,yi Frarne Doubiepane with Low•E s 0 310 z contractor must provide appropriate bracing to tie framing back together. drywall,and provide wonderboard for all areas set to recieve tile. Ceiling 1 uttearal CNarg 102 1910, 0.0 . 00S2 S Compfiewe Sea to r*. The proposed burhan9 design dwribed hon Is Consistent Mth the ba/ding pians.apectkorlarn,and Other • Baseboard heatin Is to be hot water and zoned. Plumbm contractor is to carcuianais wbnvtted with the ptewn appacatim The proposed bull Ong has be"waigntd to mat the 2010 New roti Energy 9 9 Conservation Cw0juction Cod•r quinwnwtts in RESrheck venom 16 0 and to comply volh the mandatory ragiarwrienU lilted m adequately size the system and place the baseboards lin an unobstructive location In each room the REScheck lrrspectomChecklist. required to recieve heat. Minimum of one thermostat for each zone will be required. 4"o ROOF VENT Name- a Signature • • Mechanical subcontractor is responsible for adhering to all applicable codes and ROOF saftely requirements. • HVAC subcontractor to fully coordinate system data t requirements with the 4 equipment supplier and to provide final system layout drawing and submit it to general contractor, ATTIC owner and equipment supplier for final review t approval. KITCHEN BATH I BATH 2 Prolett-nitk:HUiTEhIMOSER Reportdatr 03/11/15 EXISTING EXI5TI G NEW Data filename;WItk'd.rtk Page I of 6 I3" F.A.I. 1114 11/4 11/2 11/4 11/4 11/2 D.W. SINK o o SH WER FIR5T FLOOR 2 11/4 413 2 11/4 11/4 3 2 C.O J 4 _ TO SUFFOLK COUNTY -A DEPT.OF HEALTH1u 4'C.I. HOUSE SERVICES APPROVED E TRAP SANITARY SYSTEM. BASEMENT PLUMBING RISER DIAGRAM SLOPE" 114" PER FOOT PITCH TO DRAIN ' v NOT TO SCALE .-` "RO�'�5�10+�P1' ��cT�•'E RJ�M1 d sCfL.. NAILING SCHEDULE 2001 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL JOINT DESCRIPTION NAIL QUALITY NAIL SPACING RAFTER ROOF FRAMING NOTCHED RAFTER RARER RAFTER RAFTER TO TOP PLATE TOE NAILED 8'-O'WALL:3-8d PER RAFTER RIDGE RIDGE TOP PLATE 10'-O'WALL:4-8d PER RAFTER TOP PLATE _O CEILING JOIST TO TOP PLATE TOE NAILED 8'-O'WALL:3-8d PER J015T WALL STUD 10'-0'WALL:4-8d PER J015T WALL STUD CEILING J015T TO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP CEILING J015T LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3.7 EACH LAP TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3.4 PER TIE BLOCKING TO RAFTER TOE NAILED 2-8d EACH END RIM BOARD TO RAFTER END NAILED 2-1 Gd EACH END WALL FRAMING top TOP PLATE TO TOP PLATE FACE NAILED 2-1 Gd PER FOOT 2ND. FLOOR WALL STUD D KING STUDS TOP PLATES AT INTERSECTIONS FACE NAILED 4-1 Gd JOINTS-EACH SIDE STUD TO STUD FACE NAILED 2-1 Gd 24.0/C WOOD J015T WOOD J015T 2ND. FLOOR PLATE CRIPPLE STUD HEADER TO HEADER FACE NAILED I Gd I G'O/C ALONG EDGES SUBIA FOR RIM BOARD HEADER TOP OR BOTTOM PLATE TO STUD END NAILED 2-1 Gd PER 2X4 STUD BLOCKING JOIST HANGER 3-16d PER 2X6 STUD GIRDER/HEADER IST. FLOOR TOP PLATES JACK STUDS 4-1 Gd PER 2X8 STUD WOOD GIRDER WOOD JOIST BOTTOM PLATE TO FLOOR JOIST, 15T FLOOR WALL STUD BANDJOI5T,END JOIST,OK BLOCKING FACE NAILED 2-I Gd — PER FOOT TYPICAL HEADER CONNECTION J015T FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER FLOOR FRAMING JOIST TO SILL,TOP PLATE,OR GIRDER TOE NAILED 4-8d PER J015T TYPICAL MULTI-STORY CONNECTIONS BRIDGING TO JOIST TOE NAILED 2-8d EACH END BLOCKING TO JOIST TOE NAILED 2-8d EACH END /\ METAL HOLD- BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-1 Gd EACH BLOCK WALL STUD DOWN STRAP LEDGER STRIP TO BEAM FACE NAILED 3-1 Gd EACH JOIST BOTTOM PLATE 38-1 Gd SINKER J015T ON LEDGER TO BEAM TOE NAILED 3-8d PER JOIST 5UB FLOOR NAILS AS PER �-2"X4'WD STUD WALL STUD DOUBLE JOIST 15T. FLOOR WALL STUD MANUFACTURER �— BAND JOIST TO J015T END NAILED 3-1 Gd PER J015T BOTTOM PLATE @ CORNER TYP. BATHTUB 2'x4'SILL BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-16d PER FOOT DOUBLE J015T I ST.FLOOR PLATE PLATE 5UBFLOOK ROOF SHEATHING RIM BOARD RIM J015T TYP. DOUBLE J015T FOR NON-BEARING WALLSsly DBL.51 LL PLATE STRUCTURAL PANELS DOUBLE SILL PLATE / (1)N4 RE BAR IN 4'PERIMETER D ZONE- I G'0/C-G'AT PANEL EDGES ANCHOR Bolt DOUBLE JOIST FOR UNDER A BATHTUB FOUNDATION WALL SHEAR CONE-MIN. 8d AND AT INTERMEDIATE 5UPPORT5 IN THE PANEL FIELD � 12'LENGTH INTERIOR ZONE- I G"O/C-6'AT PANEL EDGES AND 12"AT PROVIDE 1/2'SPACING 30"MIN. FOUNDATION 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD BETWEEN THE END STUD RE BAR IPNGm WALL TYP. AND mE 2 OTHER STUDS 1/2'MIN. FOR ROOF SHEATHING WITHIN 4'-0"OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4'-0'ON EACH SIDE OF THE ROOF PEAK,THE 4'-0"PERIMETER FOR ALLOWING CONNECT COP NERSTUD FROM CORNER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. SILL GASKET HOLDDOWN INSTALLATION TO TRANSFER SHEAR IST. FLOOR TO FOUNDATION CONNECTIONS t FASTEN WITH(2) 1 Gd TERMITE SHIELD COMMON NAILS @ G'O.C. METAL HOLD-DOWN I UPLIFT ANCHOR CEILING SHEATHING (TO OVERLAPLJONTSS • WIND RESISTANT CONSTRUCTION CONNECTORS GYPSUM WALLBOARD 5d COOLERS 71 EDGE 10"FIELD 51 DE WALL E N D WALL FOUNDATION WALLWALL SHEATHING SHEAR WALL CORNER CONNECTION CONNECTION LOCATION: PART NUMBER: NOTES: RIDGE-TO-RAFTERS C520 @ 21" 'APPLY TO EACH PAIR OF RAFTERS STRUCTURAL PANELS 8d INTERMEDIATE - I G"O/C-G'AT PANEL EDGES AND 12'AT NATE SUPPORTS IN THE PANEL FIELD SILL PLATES TO FOUNDATION ANCHORING RAFTER-TO-WALL H7 APPLY TO EACH RAFTER 861 lP1IEBlry( TONE I C"0/C G'AT PANEL EDGES AND 12'AT APPLY TO EACH RAFTER INTERMEDIATE SUPPORTS IN THE PANEL FIELD RAFTER-TO-PLATE H8 or H2.5 FIMKI30ARD PANELS 7/1 G' Gd 3'EDGE/G'FIELD CONSTRUCTION DETAILS WIND LOAD PATH CONNECTION DETAILS PLATE-TO-WALL STUD C520 18" APPLY TO EACH WALL STUD 25/32' 8d 3'EDGE/G'FIELD GYPSUM WALLBOARD 5d COOLERS 71 EDGE/ 10'FIELD NOT TO SCALE 2ND. FLOOR WALL-TO-1ST. FLOOR WALL LFTA or CS20 3G" APPLY TO EACH WALL STUD 8d 4'F�- 16.O/C-G'AT PANEL EDGES AND 12'AT HEADER-TO-JACK STUD C520 @ 12' APPLY TO EACH JACK STUD HARDBOARD INTERMEDIATE SUPPORTS IN THE PANEL FIELD 8d INT IFRNT IFR OR ZONE!- I G'O/C-G'AT PANEL EDGES AND 12"AT CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD INTERMEDIATE 5UPPOKT5 IN THE PANEL FIELD SHEAR WALL HOLDDOWN ANCHOR 55TI31 G APPLY TO EACH 51DEWALL END • FLOOR SHEATHING WRAP UNDER DOUBLE SILL PLATE STRUCTURAL PANELS- I"OR LESS 8d G'EDGE/ 12,FIELD GENERAL WIND PROTECTION CONNECTION NOTES IST. FLOOR-UNDER SILL PLATE CS20 (U5E WITH 3' SQUARE WA5HER5) Adapted from Standard for Hurricane Resistant Residential Construction; 55TD • Nalling requirements are based on wall sheathin nailed G Inches O.C.at the anel ed e. If wall sheathin is nailed 3 Inches O.C.at the aril ed a to obtain 10-59 and 1995 SBC High Wind Edition Wood Frame Construction USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. 9 P 9 9 p 9 Fasteners and Connectors for Wood Frame Construction FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors,such as shear plates,shall be used to maintain the load path. I . A continuous load path between footings, foundations walls, floors, studs and • When wall sheathing Is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to I-I Gd nail per foot. roof framing shall be provided. ' Corrosion resistant I I qaqc roofiM nails and I G eja,3e 5tarle5 are permitted,check IBC for additional requirements. DESIGN LOAD CALCULATIONS 2. Approved connectors, anchors and other fastening devices not included in the Standard Building Code, Table 2306.I shall be installed 1n accordance with MINIMUM UNIFORMLY DISTRIBUTED LIVE LOAD5 pbsf) manufacturer's recommendations. EXTERIORBALCONIE5 GO CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 3. Metal plates, connectors, screws, bolts, and nails exposed directly to the DECK5 40 WEATHERING SEVERE weather or subject to salt corrosion 1n costal areas, shall be stainless steel or ATTICS WITHOUT STORAGE 30 FROST LINE DEPTH 3'-0" hot dipped galvanized. ATTICS WITH STORAGE 40 TABLE 8301 .G TERMITE MODERATE TO HEAVY 4. Where windows and doors interrupt wood structural panel sheathing and ROOMS(OTHER THAN SLEEPING ROOM5) 40 DECAY SLIGHT TO MODERATE siding, framing anchors or connectors shall be provided at the top and bottom 5LEEPING ROOMS 30 ALLOWABLE DEFLECTION OF STRUCTURAL MEME13M WINTER DE51GN TEMP. I of cripple studs, header studs, and at least one stud at each side of opening. STRUCTU RAL MEMBER ALLOWABLE DEFLECTION ICE SHIELD UNDER- A5 PER MANUFACTUREK5 CRITERIA FOR CALCULATION OF DEAD LOAD LAYMENT REQUIRED SPECIFICATIONS/STATE CODE 5. Ridge straps shall be attached to each pair of opposing rafters except where ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A. Rafters haven slopes reater U 180 FLOOD HAZARDS collar ties of I xG or 2x4 lumber 1s located In upper third of attic space and ARCHITECTURAL GRAPHIC STANDARDS than 3/I 2 with no finished ce111n .- attach to each pair of rafters. attached to rafters QF NE 1;4 G. Uplift connectors shall be provided at each rafter bearing. Interior Walls partitions H/1 8041 SNOW S�Q� � 7. Floor to floor hold-downs to be provided every 48, and every 1 G' within 4' GROUND SNOW LOAD 45 lbs. Floors t Clastered ceilin s L/3G0 �!r of exterior corners. All other structural memebers L/240 O . IC Exterior walls with plaster or H/3G0 SE15M � 8. Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the DESIGN CATEGORY B stucco finish foundation with anchor bolts having a min. bolt diameter of 5/8'and 3"x 3'x �` Exterior walls- Wmd loads with U240 05 1/8' washers. A minimum of one anchor bolt shall be provided within G to 12 inches of each end of each plate. Anchor bolts shall have a minimum embedment WIND brittle finishes 120 m Exterior walls- wind loads with U 120 pR�FE$$l0�� of 7 inches 1n concrete/masonry foundations. Anchor bolts shall be located WIND SPEED within 12 inches of corners and at spacing not exceeding 4 feet on center. EXPOSURE CATEGORY 113 flexible finishes LlfTT eCN tM o SF ti,,,, I� N�S.' ���. �TE� C�I'�N�.5 / G..ADW /,FINISN NOTES - (C0N1'�p} '' r (G) L THE ARCHITECT/ENGAOEER OF RECORD AND CONSULTANTS HAS NOT BEEN RETAINED FOR TF1: (E) L ELECTRICAL CONTRACTOR TEdr.t0 COORDINATE W/OWNER s OTHER TRADES (c)34 IF PROPERTY 15 IN Wim-BORN DEBRIS REGION ALL GLAZED OPENINGS SHALL . Y. ; Revisions: SUPERVISION OF TH►5 PROJECT: (E) 1, ALL ELECTRICAL WORK 15 TO COMPLY WITH NEW YORK STATE,NATIONAL ELECTRICAL CODES, HAVE IMPACT RESISTANT GLASS AS PER(SECTION R30t 1.L Z), I + f O'�' (G) 1, IT IS 7FE RESPONSIBILITY OF THE CONTRACTOR 70 FILE FOR AND OBTAIN All ANp NATIONAL FIRE PROTECTION ASSOCIATIOFL GONVkT111GOAl OUTLETS TO BE IS ABOVE FM (pI� REQUIRED ESP NSIBI I AND PERMITS FROM ANY AND ALL GOVERNING AGENCIES HAVING FLOOR NATIONAL FIRE P OT NOTED. PROVIDE uaoD STRUCTURAL PANELS OVER ALL GLAZED OPENINGS AS PER Jt1215DIC710N OVER THIS PROJECT. (E) 3. P'RO'VIDE GRottm FAULT CIRCUIT MTEI�RUi'TER OUTLETS AS PER CODE, (SECTION R3mt 2,t 2),(EXCEPTION)of THE RESIDENTIAL CODE of NEW YORK sraTE, f 0~� a , I_OT Y tl11HH THE 2015 INTERNATIONAL RESNDEN7IAJ. (SECT,N Wl.R.L PANELS SHALL HAYS A RESIDENTIAL rAL CO 55 OF NEW MCH AND 0� � r � ' (G) 3 IT IS TF1=RESPONSIBILITY OF THE CONTRACTOR t0 GOMPL (E) 4. ALL ELECTRCAL OUTLETS,SWITCHES,LKsFITS AND WRIWs 5F641.L BE UL CERTIFIED � CODE AND ALL OT11=R APPLICABLE CODES,LAWS,Rt1LE5 AJ0 REGULATIONS M THE CONSTRUCTION AND INSTALLED M COMPLIANCE U117H ALL APPLICABLE ELEC'tRiCAI.COPES MAXIMUM SPAN OF 8 FEET,PANELS SHALL BE PRECIii'SO THAT THEY SHALL BE OF THIS PROJECT, 2016 UNIF�ORh'1 CODE SIUPPLE2"ENT and 1016 SUPPLEMENT TO TF1=NTS ENERYSY (E) 5. �caOtRactoR SHALL RELocaTE ALL EXISTING ELECTRIC,7ELEPH•IONE,ANTENNA ANp ATTACHED TO THE FRAMINIs BMs THE OPENING CONTAINING THE PRODUCT f � I CONSERVATION CONSTRUCTION COPE,REVISED AUCst)5T 1016.(DETAIL COMPLIANCE FOR PLANS EXAMINER) CABLE T.Y.SERVICE UARAOG AS REX2tlIRED, WITH Gi-AXING OPENING.PANELS SHALL BE SECURED WITH 140.8 SCREWS AT 12 '=_ CG) 4. THE CONTRACTOR SHALL VERIFY AND BE RESPNNSII3LE FOR ALL FIELD DIMENSIONS AND MINIMM I 1/4'PENETRATION INTO THE WALL FRAMING A7 OPPOSING ENDS. OF T1415 PROJECT. NS TF1=CONTRACTOR SHALL REPORT ail'DISCREPANCIES ' THE (E)6. ELECTRICAL SYSTEMS SHALL C METALLED TI ACCORDANCE WITH THE ,ANTENNA T r DOCUMENTS TO THE ARCHITECT OF CHAPTERS 34-43 2015 INTEROA710NAL RESIDENTIAL GORE (G)35.ALL NEW WMDOUJS SHALL HAVE A MIN!MRUM(DF)DESIGN PRESSURE RATING OF 30. 0 O p� � VINYL- � EXISTING CONDITIONS FROM THOSE SHOW ON THE CONTRACT (c)36.PROVIDE JAMB CLIPS A5 PER MANUFACTURES SPECIFICATIONS AND ...� .� I � c'�.� ,.r .,.._..--- /ENGINEER OF RECORD SO THAT CORECIIVE STEPS CAN BE TRUCES. CE:) 1, INSTALL NEW EXHAUST FAN A7 LOCATIONS NOTED. MMIi'7<1M 50 CFM 08 OTHERWISE NOTED, (SECTION 86031)OF THE INTERNATIONAL RESIDENTIAL CODE � {�� �, 1�. 1(�,'�O ��„':,;�,JJ GMF _"_..------ + (G)5 THESE DRAWINGS p0 NOT AOCL.tAaE COMPONENTS NEGE55AR1'FOR CONSTRUCTION SAFETY.CNNTRAG70R5 EQUIPPED WITH METAL UEATFI=R HOOD,BACK DRAFT DAMPER AND INSECT SCREEN. (G)31.IF SOLID 2'X 4'MULLION 15 NOT INDICATED ON PLANS PROVIDE STEEL MULLIONS r ,,11'MM" L6�N. 1 J A�SOLELY RESPONSIBLE FOR SUCH COMPONENTS. FANS LOCATED M WALLS TO LIE FLAT(A MAXIMUM 1 EXPOSUl�),THOSE MOUNTED M ON ALL NEW UJRm0U15(AS PER SECTION 86098). 'ri ya�O�1'L� � � Ci-F. 0.3'E. ALL WN0LEp OR TONS-VISIBLE EASEMENTS ARE THE RESPONSIBILITY OF THE ol11ER/BUIIDER ROOF 0 BE D IN W BLY ATI EFLATRIPPED AND COUNTER IM),PLA514EDTHO A5 PER SECTION M1150'I. 1 V! r (G)1. 0MR/BUILDER RESPONSIBLE FOR ALL INSPECTIONS,APPROVALS,CERTIFICATES,CERTIFICATES OF KI 4 MECHANIC& NMS: ALL STRUCTURAL STEM t0 BE A36 S7EE1.AND SHALL cONFORr1 r0 ASJM sPEC'S �- pENC.E � � ob.W. OCCUPANCY OR COMIPI.ETION,OR UL APPROVAL. �j(�SJ {IAi�LJ(JUJ �l I STOCKADE � {3.1 �. f (G)8. ALL WORK SHALL BE GUARANTEED FOR ONE YEAR AFTER C.O.IS TESTED. CP) L PLUMBING CONTRACTOR 70 COORDINATED W/OWNER I OTHER TRADES (P) L PLUMBINGBATHROOM AND KITCHEN FIXflUBES TO BE W/OWE 4 OTHE RD,!CMS OR EQUAL 83102-MMIhriM OPENING AREA ALL ESCAPE AND RESCUE OPENINGS SHALL z GAF Ll'S- +, + (G)3 OWER IS RESPONSIBLE FOR FINAL.SURVEY AND CO3t5 A5 REQUIRED BY BIUILDMG DEPARTMENT, (P)3, ALL PLUMBING WORK SHALL COMPLY r0 THE INTERNATIONAL RESIDENTIAL COPE AND ALL HAVE A MMMIM NET CLEAR OPENING OF 51 SQUARE FEET + NEW CELLAR �EIC W I (G) 10 NO C 6111I8lMM OR 08'IOJTbi 944 COTO=F00R TO 11FE CF il•E OTHER APPLICABLE CODES,LAWS.RULES,REGULATIONS AND HEALTH DEPARTMENT REQUIREMENTS EXCEPTION:GRADE FLOOR OPENINGS SHALL.HAVE A MINIMUM NET CLEAR OPENING OF 5 PEF•1`i�1L (P)4: PROVIDE ALL NECESSARY VENTILATION(AIR INTAKE AND EXHAUST)A5 INTERNATIONAL RESIDENTIAL CODE SQUt4RE FEE? � ENTRANCE � � � � ► Lt;}� (G) It ALL LUMBER r0 BE A MINIMUM OF DOUG FIR CONST'121UG710N NUMBER 108 BETTER UNLESS Nm EQUIPMENT MANUFACTURES SPECIFICATIONS R3102J-MINIMUM OPENING HEKaHT.THE MMMIM NET OPENING HEIGER SHALL BE 14 AOCHES Ni� 0 6- �,,.,�T OTHERWISE,PECEIED, (P)5. FEAThOG AND AIR CONDITIONING REQUIREMENTS SNAIL BE COORDINA11Ep WITH THE 831021-MMGS CFENIt�,WIDTH.TF1:MMIMM NET CLEAR OF$OhJ.'s WIDTH SHALL�10 d. i �1... �� + ��"(- �-� � I (G) 11.THE coNTtaacroR SHALL LAKE ALL NECESSARY Pr�cAHmoNS to SAFE GUARD TEE Ex►s7AOG oIiNER's HO.v.4.G coNTRAcroA PRIOR TO COMMENCING ANY HUORK � ��T �•O r L � . RESIDENCE AND CONTENTS AGAINST DAMAGE FROM'THE ELEMENTS DURING CONSTRUC710N. (P)b. PLUMBING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS R3�22-WHERE Eh1ER'ETLCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED TEEM SHALL O CV (G) 13.THE CONTRACTOR SHALL REPAIR ALL EXISTING CONDITIONS DAMAGED DUE TO THE OF CHAPTERS 23-33 OF THE MTERNATIONAI.RESIDENTIAL GODS HAVE A SILL HEIGHT OF NO MORE THAN 44 INCHES ABOVE THE FLOOR Q I -NEW COMPOSITE � - f EXECUTION OF THIS WORK 70175 ORKxMAL COImITIDN (P)1, HECNNOICN SYSTEMS SHALL BE INSTALLED S ACCORDANCE WITH 1'EE REQUIREMENTS I + REAR DECK r (G) 14,TEE DRAWINGS AIM NOT t0 BE SCALED-FOLLOW DIMENSIONS ONLY, OF CHAPTERS 12-13 OF THE AOIERtJArIONAL RESIDENTIAL CODE lll8 SGL FTS � f (G) Fi.NO CERUSES WILL BE PER'iI1TED WITHOUT PRIOR WRITTEN N07FICATINN OF AND (P)B FUEL GAS SYSTi315 SHALL BE INSTALLED M ACCORDANCE UILtHI THE R:QUIREMENrSI ry APPROVAL OF THE ARCHITECT/ENGINEER OF RECOiRD OF CHAPTER 14 OF 1H1=MIEROAtI0P1N•.RESIDENTIAL CODE ALL WINDOWS t0 BE SUPPLIED BY THE FOLLOWING MANFAC"iURERS AS NOTED ON PLAN, Q7,$' r (G) 16.CONTRACTOR SHALL PROVIDE THE OWER WITH A CERTIFICATE OF OCCUPANCY AND AN 00)3 THE LICENSE PLUMBER ELECTRICIAN,AND HVAC CONTRACTOR OF RECORD SHALL DETEfd"1ME ALTERNATE StPPt.IER lA'CN CLIENT'S REQUEST -NEW i-STORY ADDITION ELECTRICAL CERTIFICATE FROM AN APPROVED AGENCY UPON COMPLETION OF THIS PROJECT. THE MODIFICATIONS AND/OR REPLACEMENT OF TEE EXITING SYSTEM. �� X � with FULL CELLAR (G) M.ALL WAILS DESIGNATED t0 BE REMOVED ARE ASSUMED r0 BE BEARING WALLS AND THE lP)10_ NO PLUMBING 70 BE IN EXTERIOR WALLS 100 FOURTH AVENUE NORTH i 1395 SCL Fra `-�'� O�•E "°""' "'"'" "'" SURRNIAIDIWS AREAS MUST BE SHORED ANp BRACED PRIOR TO ANY REMOVAL ��y,,�Pyy��� � � NEW ENTRY PbRGa rW ,� {rVl MODIFICATIONS I I /CL/IOR R /������ BNDERSE MN 55003-1096 � o_ (52 SGL FTS (G) 18 ALL pESKaNS/DRAIUAOGS ATE PENDING APP'RO'VAL OF ALL C,OYERNMIENTAI_ (G)L ALL WINDOWS AND SLIDING GLASS DOORS t0 BE AS MANUFACTURED BY ANDERSEN OR EQUAL, AUTHORITIES.NO WORK TO BEGIN UNTIL ALL REQUIRED APPROVALS HAVE BEEN OBTAIrED, PERMASHIELD Ufl7H WO51UlAT'EDG�.ASS,SCREIOS ANp L.OdcS SIZES AND TYPES AS SEIOIIN ON PLANS. CONFORMS t0 A:M1AAJ.;)II,pA bl/I�1-91 t� ° � -� � ' ENGINEER AND CONSULTANTS ASSUMES ND RE5PON5MBIII7Y FOR DELAYS M APPROVALS BY THE + L�.1 G.�--F 2.0 ALL GLARING WITHIN� FROM FINISH Ft.00R to BE SAFETY GLASS ALL 1111NpOW5 ON PIAN r0 HAVE A R.O.oOF 6'-m U2'ro BOTTOM OF HEADER UNLESS - f ? o�� GONG. ' ABOVE MENTIONED AUTHORITIES. (C)2 ALL EXTERIOR DOORS to IE INSULATED METAL AS MANUFACTURED BY BENCHMARK,STANLEY OF EQUAL. OTHERWISE NOTED. _4 i (G) 13 CONTRACTOR SNAIL DIaCONECT,GAP AND RELADDIE ANY EXISTING WATER SANITARY OR WINLESS OTHERWISE NOTED.SIZES AND TYPES a5 PER PLANS. + Q ey{,,,,H�GK UTILITY LADES IN AREA OF NEW FOUNDATION(CON57RJCTIOW AND SHALL USE HAND (c)3. ALL EXTERIOR WALLS AND�SHALL BE INSULATED WITH FIBEI�SLASS BATT TYPE MSU.ATION WI1T-I �� /CQ�� X�],�' p����� � C�ARACyt: + INTEGRAL VAPOR EXCAVATION IN AREAS OF SUSPECTED UNgER'sROIA�AD UTILITES AND SERVICES.F ANY LINES SHALL BE AOS7ALLED A5 PER THE 20B MTERNAtION RESIDENTIAL CODE-SECTION 8314_ ARE BROKEN IN DAMAGED,THE CONTNDA ION(CO WILL REPAIR AND REPLACE SAME At HIS OWN (C)4_ ALLAXES ARE SHOW ON DRAWINGS ALL SMOKE DETECTORS TO BE LME VOLTAGE WTN BATTERY BACK-UP ANp OARED EXPENSE AND ARRANGE FOR PROPER INSFEC7IGN OF HiS U)ORC (G)5 ALL SOFFITS AND FASCIA TO BE FRAMED WITH EXTERIOR GRADE WOOD,COYER WITH ALUMINUM OR VINYL M A HANDER SUCH THAT THE AG71YA710N OF ONE WiLL ACTIVATE ALL EACH FLOOR � � r Q (G)20.ENGINEER AND COJ5l1.tANT5 SHALL 1407 HAVE CONTROL OVER OR CHURCH OF AND SHALL NOT (M)VIDE VENTILATION CONTINUOUS VENTILATION AT CAT!-EDRAL CEILINGS). LEVEL TO HAVE AT LEAST ONE SMOKE DETECTOR EACH BEDROOM TO HAVE ITS OW _ f BE RESPONSIBLE FOR CONSIRUC710N MEANS,ME7HODS,IECHNIGIlJES,SEQUENCES OR Cc)b- CNN57R1cTiOJ A5 NDTEp COMPLIES WITH ENERGY GOOSERvA710N ANA CNN57RtUGTION COPE of NEW SMIOKE DETECTOR ALL Hl4LLWAYS ADJACENT TD BEDROOMLZ MUST HAYS A SMOKE DETECTOR 04 YORK STATEN A SIRUC710N OF THIS PROJECT W li_ tu N PROCEDI�ES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK (c)1, ALL INTERIOR DOORS ARE TO CNI„E'ORMI WITH THE INTERNATIONAL RESIpENTIAI.CODE TA LINE VOLTAGE HE DUEI.L�CAMON MONOXIDE DUDING A BASEMENT or ETECTOR SHALL BE LDAC7ED AT EACH LEVEL OF � 3�` O � ' � lU 111 SINCE THESE ARE SOLELY THE CONTRACTORS RESPON5IBLLITY.THE ENGINEER AND Cc)$ p0 ,AND DOORS SEHALL BE PROPERLY R ASHED AT EEApS Atm PROPER.Y SEALED AND f t , ' CONSULTANTS SHALL 1407 BE RESPONSIBLE FOR THE CONTRACTORS SCHEDULE OR FAILURE t0 WEATHER-STRIPPED. Q O � � f J-1--E � O r CARRY OUT WORK M ACCORDANCE WITH THE CONTRACT DOCUMENTS THE ARCHITECT SHALL (C)3 ALL GLAZING lt�7HIN 36'FRGM THE TOP OF STAIRS AND LESS THAN 60'FROM tUALICAOG SURFACE ALL LUMBER 70 BE A MINIMUM OF DOUG FIR CONSTRUCTION iOlMBEB 2 OR BETTER NOT HAVE CONTROL OVER OR CHARGE OF ACRS OR'.OMI5510 U N THEECONTRACTOR r � CC)I0.ALL GLAZII�M DOORS AND ENCLOSURES FOR HOT WHIRLPOOLS,BATHTTI�S AND UNLESS OTHERWISE SPECIFIED l� + NEW INTERIOR SUBCONTRACTORS,OR THEIR AGENTS OR EMPLOYEES,OR ANY OTHER PERSONS PERfOR'nNG • RENOVATION f PORTIONS OF THE WORK SHOWERS t0 BE SAFETY GLAZING,AS PER SECTION 830&4. � � t0 PREVENT GALVANIC CORR051NN ALUMINUM AND COPPER SHALL NOT BE M DIf�Gt tQ f it} � � JU (G) 2L THE ENGINEER AND CONSULTANTS ASSUMES No RESPONSIBILITY FOR PRE-EXISTING VIOLATIONv CG)11 ALL GL AZING NlhmOWS)WITHIN BAtHROON FIXTURE ENCLOSURES t0 HAVE SAFETY Gl AXING, CONTACT WITH EACH OTHER THIS INCLUDES COPPER PRE SIAM TREATED WOOD(ACQ), z r � AT STGKD. lin r -^ W Z COgE/ZONhOG DEFICIENCIES AND/OR NON-GONFOF3'1ANG USAGE'S A5 PER SECTION 8308,4, and OTHER COPPER WOOD TREATMENTS UAEI2E USED M.PLATES end SILLS M `j CONTACT WITH GRADE) ALL FA57pER5 MA15r BE STAINLESS 51T=EL INCLUDING NAILS r G� W � � (G) 11.THE PROPOSED aDDiNCIE SHALL R CAUSE THE EXISTING MECHANICAL,Y51T]N(HEATING AND (G)12 All CLOSET SHELVES t0 BE CLEAR PINE UNLESS OTHERWISE NOTED. PROOF T LTH GRGT MUST BE SUBMITTED TO BE STAOR AT JOB SITE GlV -4 LU PLUMBING)ANp ELECTRICAL t0 BEGONE UNSAFE,AOI5AN1rARl' OR OVER LOADER (G)C�.PROVIDE I U4'WOOD CLOTHES ROD M All.CLOSETS GONf�ETE t STEEL NOTES: (c)td.PROVIDE GUTTERS�LEADERS,GUTTERS ro BE SEAMLESS TYPE, RAINWATER AWAY FROM FOUNDATION, ____ CONC�tE to BE 3000 PSL 28 DAY TEST and MUST HAVE 5 to 1�AIR-ENTRAINMENT AS PER Cc)F''EXTERIOR STEPS AND LAND NGS,IF iW OR MOi�ABOVE GRADE TO HAVE HANDRAIL —_ —- -W tu .v (s) LALL (C)16_ALL GYP"SHALL BE TAPED AND SPACKL.Ep(3 COATS)READY FOR PAMT:IR MGH SEIEE7ROCK FOR CONTRACTOR TO VERIFY ALL EXISTING LH5`Iw P TTM (R 402.21 PROVIDE 3 DIAMETER x lY LONG(1'EMUS TWAVE INTO CONCRETE)with 31 NSGL - - , - Z WASNER/PLA7ES ANCHOR i30l.ts SPACED A MAXIM,M OF 32 ACEEs O.G ANCHOR BOLTS SI-!,ALL ALL WALLS 1 CEILING'S 5/8 TYPE X FOR ALL GARAGE AND MECHANICAL ROOMS IR MCH MIR C#ENBOARD FOOTINGS AND FOUNDATIONS PRIOR TO tu THE START OF CONSTRUCTION. BRING ANY Also BE LOCATED WITHIN�McHEs FROM THE of EACH PLATE SECTION.l=xcEPtloN: FOR ALL BATHROOMS � •� FOUNDATION ANCHOR STRAPS,SPACED As�QUIRs~D to PROVIDE EQUIVALENT ANCHORAGE to (c)It ALL FINISHES SHALL BE AS DIRECTED BY NW1aER DISCREPANCIES TO THE ATTENTION OF THE ____- UT(L'1TY Nab 3$� w L iuEDIAMETER T ATI IN U BOLTS AS E FLoRaR sL es r 661E PORCHES, IcA�AS MR R 4O'XCE (G)ID.RATED L B PARTMM r0 HAVE TOP ANq BOTTOM EDGES PROPERLY SEALED WITH ALL GYPSUM BOARD DESIGN PROFESSIONAL P� EOC� OF P GEAR ON VIR'SM OR UNDISTURBED SOIL PALL JOINTS PROPERLY TAPED AND SPACKIEp,(3)COATS O � (5) 2. BOTTOM OF EXTERIOR FOOTINGS AND/OR GRADE BEAMS TO BE T-0'MINIMUM BELOW GRADE (X)19 ANY PDDR AND FRAME LOCATED WITHIN AFIRE RATED PARTITION 70 BE SELYM TESNS TING O FIRE ZRATEDION HEATING, A/C, AND PLUMBING ( O AT 45 MINUTES MINIMUM FIRE RATING TO BE CLEARLY INDICATED BY APPROVED TESTING OR'SANIZATION HJ (S) 3 SOIL COMPACTION To BE No LESS THAN 95%MODIFED PROCTOR TEST CONTRACTOR TO FUROUT OR BOX OUT (s) 4. STEP FOOTINGS DOW AS REX2uIRED to VIRGIN SOIL ON THE DOOR EDGE AS MR SECTION 8303 WALLS AS NECESSARY TO RUN PIPES OR � STREET � (S) 5. STEPMAX"1 STEP OF FOOTINGS SHALL BE ONE VERTICALLY TO TWO HORIZONTALLY WHERE BOTTOM (C)20.HOSTING PARTITIONS 1U11HM FIRE RACED ENCLOSURES r0 RECEIVE ONE LAYER OF 5/8'THIOL TYPE'x' DUCTS. S NEEDED DRILL AND NOTCH CORWIN OF F0071PL's ELEVATIONS CHANGE FiRECODE GYPSUM WALLBOARD PROPER.Y FASTENED UATH ALL JOAOTS PROPERLY SEALED,TAPED, �1 s) 'L TOO REMAIN M PLACE. ALL EXPOSM CONCRETE o BE 3 DAY1R ENTRAINED- 40 S MINIMUM. Cc)A RATED CEILINGS To�ONELAY�OF 5/a'THICK TYPE'x'FNECOE GYPSUM WALLBOARD PROPERLY 8602, AND 0 8602 6.1 OF 714E SECTION (s) 8. PROVIDE SLEEVES IN FOUNDATION WALLS A5 REQUIRED FOR ELECTRICAL,PLUMBING, FASTENED wlrH ALL JOINTS PROPERLY SEA-ED,raP>:q,AND sPaMED as PER sEcrloN R33rds3 INTERNACIONAL RESIDENTIAL CODE. N NEW 11-STORY REAR MECHANICAL.,ETC_COORDINATE WITH OTHER CONTRACTORS,AGENCIES,ETC.AS REQUIRED (C)21,ALL CLOSET INTERIORS BY OWER CONTRACTOR TO PROMISED ADEQUATE BLOCKING FOR OWNER ADDITION with FULL (5) 3 BACKFILL SHALL BE PLACED M 12'LIFTS AND COMPACTED TO 9%MODIFIED PROCTOR DENSITY. INSTALLED CL05ET INTERIM, PLOT PLAN CELLAR (S) I0 SLABS ON GRADE SHALL BE MIN"4'THICK 3000 PSI CONCIMTE(INTERIOR)3500 PSI CONCRETE (C)23-PROVIDE U1'GYPSUM WALLBOARD Ar ALL WALLS,TAPED AND SPACKL.EA,(3)COATS READY FOR PAW (EXTERIOR R GARAGE FLOORS)WITH 6'X6,10/10 WEILDED WIRE MESH.PROVIDE 6 MIL VAPOR BARRIER UNLESS OTHERWISE NOTED. INSTALL VONDEFWARD'BEHIND AND AROUND TUBS,TOILETS,VANITIES, (5) It ALL cuRss,SIDEUTAIlc6,Etc.DAMAGED 5Eb4U.BE>aEPI.ACED. Alm WASFERIDRYER AREa (s) k.PITCH GRAPE AWAY FROM BUII.Dh�I's,570p'1 WATER 115 Hai PEI�lM117TED to Flow ONTO (c)1d.INSTALL OWNER SUPPLIED CERAMIC TILE At NEW BA7HHROOh1 Fl.00RS 48'At WALLS AND FULL NEWSCALE: 1/20' 1'-0" INTERIOR RENOVATION = DISTRICT:. .1000 TPSJSS PvCrA©IhG Pn4t!"RFD ® � •o � ABUTTING PROPE811ES AROUND TUBS, TILE A7 FLOOR t0 BE THIN SET ON 3/4'EXTERIOR PLYWOOD(B/C)SUBSTRATE OVER SECTION. .48 A� (5) 13.CONCRETE FOUNDATION WALLS TO BE POURED MONOLITHIC,NO HORIZONTAL JOINTS SHALL BE PLACED SUB-FLOOR PROVIDE MARBLE SADDLE AT DOOR. - M WALLS WITHOUT TEE WRITTEN APPROVAL OF THE ENOGhOEER OR ARCHITECT OF RECORD. (G)25 NEW INTERIOR WALL r0 BE V1'GYPSUM WALLBOARD ON 1 x 4 FRAMING,161 OL. BLOCK 01 (5) 14_PROVIDE ACCESS t cRo55 VENTS M ALL atTHcS 4 CX2AW1_SPACES VENTS To BE A MINIMUM 1 S(.i.FL )26.INSTALL NEW CONCEALED PWIL DOW LADDERS at a1T1c. LION 7o INEp BY ODER NEW ENTRY PORCH LOT. .43 � • ON UNDER FLOOR ATEA A,PER SECTION Rd08 (G EXACT LOCA BE DETER'1 • (5) Ei ALL WOOD SILLS IN CONTACT WITH SOIL,MasorW,OR CONCRETE t0 BE TREATED, (C)21.ROOFING INDER_AYMENT 1013E INSTALLED A5 PER 8905.1.7 UmLERLAYMENT APPLICATION. �';,�,-ti, �,o I i•�°'" �.,�,� � �+ AS PER SECTION 8311 Alm 8318 FOR 800E SLOPES FROM TWO WITS VERTICAL M Tl WITS HORIZONTAL(11-PERCENT SLOPE), (5) I6_PROVIDE COPPER TERMITE SHIELD AND SILL SEALIER PROVIDE PROTECTION of WOOD and WOOD UP 70 FOUR WITS YERTIGAI.M 12 Wlt SHORIZONTAL(33-PERCENT SLOPE),IINDERL4YMENT � t��I"-9'�GG�``-+` �``'' ° ' ��EMS. y, 2: z BASED PRODUCTS FROM DECAY ON ENDS OF GIRDERS ENTERING MASONRY or CONCRETE ON 60TTOM SHALL BE TWO LAYERS APPLIED IN TEE FOLLOWING MANNER APPLY A MMMIM 19-MCH � .,_, .,1 ?x�,., �'"' rx • and I!1'on SIDES and END A5 PER 8311 WIDE 1483 MM)STRIP OF WDER.AY1MlENT FELL PARALLEL WITH AND STARTING AT THE EAVES, ,"i ''� � (" �?t''�-"�' ;�a.r „,,o l•.J�-�a��T✓� ®� THIS EXTERNA SURFACE OF ALL FOUNDATION WALLS BELOW GRADE(EXCEPT SLAB AREAS)SHALL BE FASTENED SUFFICIENTLY r0 HOLD IN PLACE STARTING At TEE EAYE,APPLY 36-MCH-WIDE � ��Y"�`�� �� ��'°� ��"^' l I:� W •� PbArip-PRooFED wv AN ELASTIC ROM 1ER RIGID INSULATION TO CODE AL TAR AY ALL FOUmATI WALLS SELF rRimm BITUMINOUS PLASTIC CEMENT, (914 MM)SHEETS OF UmER AYMENT OVERLAPPING SUCCESSIVE SHEETS g INCHES(483 MM) I ®' B.P. `�:' f UNLAWFUL sLEM'� E AND FASTENED SUFFICIENTLY t0 HOLD M PLACE.DISTORTIONS M THE WDERLAYMENT SHALL DATE y. ( I = j o (5) 18.BEARING PLATES SHALL BE PROVIDED FOR STEEL!RESTING ON MASONRY, 1407 INTERFEREUdTH THE ABILMY OF 714E SHhJGLES SEAL FOR BONE SLOPES aF FOUR UNITS �� (S) 13 MINIMUM STEEL P807EC71AO 3/4'FOR SLABS,I'FOR!INTERIOR FACE UIN.L5,1-I/1'FOR BEAMS Nm VERTICAL M Tl WITS HORIZONTAL(33-PERCENT SLOPE)OR GREATER WDEBLAYMENT SHALL FEE.,- `- FY:�,,�� _ � ����ITI�OI�T CE RTIFiCAT GIRDER5,1'F08 COLUMNS AND EXTERIOR FAGS OF WALLS,3'FOR FOOTINGS PIERS AND PEDESTALS BE ONE LAYER APPLIED M THE FOLLOWING MANNER WDEBLAYMENT SHALL BE APPLIED SHWSLE (S) 20_WELD BASE PLATE 70 COL",PROVIDE(4)12'LOMICs 3/4'PIA(A301)ANCH08 BOLTS WELD PLATE r0 � _ � ' t0 11ED1UITN5/8'g1A 76571�2Bb!FDII�lUDEPARTMENT, 1"QETE-,E OF OCCUPANCY � -�' •� � TOP OF COLUMN,PROVIDE(4)3/4 pIA.1A315)BOLly6 STEEL FLITCH PLATE BE BOL FASHION,PARALLEL r0 AND 5TAR1hOG FROM THE EAYE AND LAPPED 1 INCHES,FASTENED BOLAS 5,2 WASHERS,OLUMN'OL.STAGGER 70P ANDWALLBOTTOM(2)BOLTS TI FROM EACH END.ALL NALLERS (G)28 ICE BARRIER M AREAS WHERE 1 WIN BEEN A HIUNDER of ICE FORMINGHALL ALONG THE a � FOLLGV�!!NG iP�'SPECT!GI�iS: � TO BE BOLTED WITH WOW GALV.THROUGH BOL751 Ud7H WASHERS a 16-OL-STAGGER TOP AND EAVES CAUSING A BACKUP OF WATER AS DESIGNETEq M tABLER30l 1(I),AN ICE BARRIER THAT I. Four,luAT!oI�•i - Tv^iG REc�u!TiED i'�.U�V'��R��Tt�IC�'+T1�1.'� � • BOTTOM,PROVIDE BLOCKING AS NECESSARY CONSISIT OF AT LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR OF a (5) 1l F REQUIRED 1715 THE CONTRACTORS RESPONSIBiLTI7 r0 VERIFY BY A SOL TEST A MIN"SOIL BEARING SELF-ADHERING POLYMER MODIFIED 6171MEN SHEET,SHALL BE USED M LIEU OF NORMAL. FOR POURED rorlcRETc ON LE �CO!"•iTENT�=��'� � N o CAPACITY OF 1000 LB/SQ FT AS PER(R40t4J)OF THE 1010 NYS RESIDENTAIL BUILDAOG CODE UNpERIAYMENr AND EXTEND FROM THE IDLEST EDGE(HAVE)OF THE ROOF SUUf�FACES 70 A 2. ROUGH 1 FRF:^;"!NG & 1't.UP."RING ' �r•`(�(1 j}?",�`veAiy � Q (S) 22.FOUNDATION WALLS TO TIE INTO EXISTING WALLS UlITHF 5 RODS AT IS'O.C.VERTICAL DRILLED DOW At PNMT AT LEAST 24 INCHES(610 MM)INSIDE TEE EXTERIOR WALL LME OF THE BUILDING. ", 1 CGRTj�'(C�"iT��� ✓ s .d �:*� 3. 11SJLAT!ON - • 45 DEGREES 20 GROUTED FT Ms EXISTING FO )OF HE WALLS RODS 70 NTAtL B INTO NEW AND (G)23 ROOF AND VALLEY FLASHING TOM INSTALLED AS PER 8905.2,8 HE ROOGS.PLACES 4. FINAL_ - CONSTRUCTION LGN DUST RT1 1Cf Vv':FO���"tu^'N, � � ^M^•,, A, EXISTING WAILS 8'MINMIM FOA ASPNALt SHINGLES SNAI.I COMPLY WITH THIS SECTION. FLASHING SHALL BE APPLIED QE COMPLETE FOR C.O. �a�r CYS� �'�C'�R r+t,�rOT � 3 � (S) 23.ALL 57RUCT1IRAL STEEL FABRICATION AND EREcrIO'N,AOCLtEhOG ALL CNPAOEG71oN5,SHALL M ACCORDANCE U!♦7H THIS SECTION AND THE ASPHALT SHINGLE MANUFACTURERS $�P �- r• To3'verrT►�our�►IaooF ALL CONSTRUCTION SHELL MEET THE -�'t'�?I7Q,G,. t ,LFC:0• COtFORI1 t0 LATEST AMC,SPEGIFICA7IC�'i. PRMiED MSTRUGTIONS, 8905.Z.8 1$ASE AND CAP FLASHING.BASE AND CAP (S) 14_ALL SYMMERRICAL SF-C1'K>rl5 DESIGNED FOR ALLOWABLE UNIT S7iE55(Fb)of 2dl�00 PS.L FLASHING SHALL BE INSTALLED M ACCORDANCE WITH THE MANUFACTURERS INSTALLATION Ila, - i�, Ila, REQUIREMENTS S OF THE CODES OF NEW (NON-CNMPAGT SECTIONS DESIGN FOR 1100 PSJJ;ALL OTHER SECTIONS DESIGN FOR 1100 PSI MS11�11CTIoNS BASE FLASHING SHALL BE OF EITHER CORROSION-RESISTANT METAL of �----r�-- ----r-----� YORK STATE. NOT RESPONSIBLE FOR • ' (5) 15 All FIELD CONNECTIONS SHALL IF A MINIMUM OF 5/8'DIA BOLTS(A325).SHOP CONNECTIONS r0 i I V�• i I lo' �t lo' it Vr DESIGN M TS O TR MINIMUM NOMINAL 01419-MCH 10A83 THIN)THICKNESS OR MINERAL-SUIRFACED ROLL ROOFING I , � � CONSTRUCTION ERRORS. BE BOLTED OR WELDED, WEIGHING:A MINIMUM OF TT Poems PER 100 SQUAME FEET(3.16 KG/M2), CAP FLASHING ,mI�T14 _ PLUMBING —_ (S) 26.ALL WELDING SHALL COPFOR'I r0 AJC.AND AWS.SPECIFICA7iONS SHALL BE CORROSION-RESISTANT METAL OF MINIMMNOMIINAL 019-MCH(0483 MM) �I.ay. �1.+4v_ ic+ev�u�o1 � � Ge:.+r,-'F L`�` 11��,f-91-� ALL CODES OF ALL PLUMBING WASTE � ��NQ'I'E$� THICKNESS.8905.1,8.z VALLEYS.VALLEY LININGS SHaLL BE INSTALLED M ACCORDANCE 0 1 0 � � I � „ �- , �:. ,�..-•- „ &WATER LINES NEED �+ WITH THE S.RW5,2,8.R'S VALLEYS. NSTALLATIONVALE LININGSo 4ABEFORE APPLYING SHINGLES Flww `� His , '�L J E'�' �' °' I L-.. cx 1'0%'%,1N CODES TESTING BEFORE COVERING CF) t ALL HEADERS 70 BE SlFP08TED BY 4'X 4'POSTS UNLESS ORHERUiSE NOTED VALLEY LININGS OF THE FOU.OUIING TYPES SHALL BE FERMII'T'ED: _ - (F) 1_ (2)2 x 8 HEADERS OVER OPENINGS WINLESS 01HERU�IISE NOTED bt � ,�r �i,-�• O F v i Vl' I U1' gT ' ., � ._......, (1=) 3. EDIBLE UP JOISTS UNDER ALL PARALLEL PARTITIONS t AROUND ALL OPENINGS,SUCH AS STAIRS A FOR OPEN VALLEYS(VALLEY LINING EXPOSED)LINED WITH METAL,THE VALLEY Ito' I V� _' 1' 0 AND SKYLIGHTS DOUBLE JOIST UNDER ALL POSTS LMMCs SHALL BE AT LEAST 14 INCHES WIPE AND OF ANY OF THE CORROSION --"-----------,°-•-- - (F) 4. ALL INTERIOR BEARING PARTITIONS t0 BE SOLID BLOCKED At MID SPAN OF WALL MINIMUM BEARING 7-RESISTANT METALS IN CABLE 8905 2 8 1 s' �' z' -.-.�'.J•J.r al_ FOR JOISTS TO BE 3 V1'ON AOIERIOR. B.FOR OPEN VALLEYS,VALLEY W-44 OF 1X10 PLIES OF I OF T L SURFACE ROIL ROOFING (F) 5 FOR HEADERS OVER 5'-m'LONG USE EDIBLE JACK 5T11D6 Co. TO DC S'Haar � r, -•�, �� F.ETA',P� STORM WATER RUNOFF 8-0'O.0 COMPLYING WITH ASTM D 3909 OR ASTM D 6380 CLASS N,SHALL BE PERMITTED. (F) 61 PROVIDE SOLID BRIDGING FOR WOOD JOISTS,MAX. THE BOTTOM LAYER SHALL BE IS INCHES AND THE TOP LtYER A MINIMUM OF ------------------ t� (F) T. ALL CAP PLATES TO BE DOUBLED,AND NAILED WITH�D NAILS AT 12'O.C. E 36 McHESWIpE. NEW .-•..-.-t.--_. ...,._._..--..,. N.Y, r��, PURSUANT TO CHAPTER 23 s ALL WOOD LAMING r0 BE MIN"OF 8 ABOVE GR AD S) Gr. MN OF THE TOWN CODE, (F c FOR CLOSED VALLEYS(VALLEY COVERED unTH SHINGLES)VALLEY LMMG of ONE PLY of SMOOTH ROLL _ (F) 3 ALL INTERIOR WALLS TO BE FRAMED IUTH 1'X 4'STUDS o I6'O.C. RONFMG COMPLYING WITH ASTM D 6380 AND At LEAST 36MCEES WIDE OR VALLEY LINING:AS DESCRIBED CNEpC t'l . �PIPE THESE PLANS AND SPECIFICATIONS TO THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGMENT ARE IN COMPLIANCE WITH THE 2015 INTERNATIONAL Z(F)10_ PROVIDE SOLID BLOCKING UNDER ALL P0575 BE711JEEN FLOORS 70 TOP NF FNUNgA710N LUAU.. M HEMS I ANp 2 ABOVE SHALL BE PERMITTED,SELF ADHE2ING POLYMER MODIFIED BITUMEN vN.vE WW(F) It ALL SNEATHMCs SHALL BE Vl'CDX EXTERIOR GRAt7E PLYWOOD,NAILED PATH 8d C01 PION NAILS•b'OL. tNDERLAYMENT COMPLYING WITH ASTM D 1910 SHALL 6E P9Z1.117TED M LIEU OF THE LMMG MATERIAL RESIDENTIAL CODE,2nd IFICATIO AS ADOPTED T OF AND THE 2016 SUPPLEMENT AND AS PER(R 301.2.1.1)DESIGN CRITERIA and ARE DESIGNEDi IN ACCORDANCE' WITH THE AMERICAN FOREST AND PAPER ASSOCIATION AF>�PA WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS. Q AT PANEL EDGES AND*MERMIEDIAIE SUPPORT'S 614 THE PADEL FIELD OR FOLLOW NAILING SCHEDULE (G)30 PROVIDE DRIP EDGE AT EAVES AND GABLES OF SHINGLE POOPS OVERLAP TO BEA ( ) PROVIDE SOLID BIOGCMG At ALL SHEATHING EDGES MINIMUM OF 1 INCHES(51 MM). HAVE DRIP EDGES SNAIL EXENp 025 MCN(6.4 hA"I)BELOW (F) 12-ALL SUB-FLOORS t0 BE 3/4'PLYWOOD NAILED WITH 8p•b'OL_ SFEATHhOG AND EXTEND BACK ON THE ROOF A MINIMUM OF 1AOGHES(51 MM), DRiP EDGE � TABLE 883012(1) `<b. fie✓ (F) 13,ALL WALL CORNERS TO BE MM.THREE STUDS NAILED u1TH lop NAILS A7 k'OL ,EAU.BE MECHANICALLY FASTENED A MAXIMUM OF Tl MCIEU(305MM)ON CENTER a CRICKE'i 3' Z, CLIMATIC AM GEOGRAPHIC DESIGN CRITERIA-(SUFFOIX COUNTY) (F) 14.BLOCK STUD WALLS AT HALF STORY EEIGHTS AND DOTO100UNSUPPORTED ILS AT W PLYUJOOD. OR SADDLE SFHALL BE INSTALLED ON THE RIDGE SIDE OF AN CHIMNEY GREATER THAN 30 INCHES (F) 15.ALL NAILS,BOLTS,AND FRAMING HANGERS t0 BE HOT PIPPED GALVANIZED, WIDE CRICKET OR SADDLE COVERINGS SHALL BE SHEET META OR OF THE SAME MATERIAL.A5 SECTOR i'I!t'a' WIND DESIGN (F) 16.ALLOW A MINIMUM OF 18'BETWEEN BOTTOM OF FLOOR JOIST*0 Top OF SCREED COAL SUBJECT t0 DAMAGE FROM CANINE SEISMIC FROST WINTER ICE SHIELD OR PROVIDE 30 YEAR PRESSURE TREATED LUMBER(ACQ), ROOF COVERING. SNOW SPEED° TOPOGRAPHIC SPECIAL WND WMD-BORNE DESIGN LINE DESIGN UNDERLAYMENT FLOOD AIR FREEZING MEAN ANNUAL (1=) Lt OR PRO DOUBLE F YEAR PR S U ALL FLOOR UMBE a, ACQ)STAIR AND ROOF OPENINGS ALL (C)3t ALL NAIL.ERS t0 BE BOLTED U11T14 s'PIA(GALVANIZED A7 EMIOR)THROUGH BOLTS WITH WASHERS LOAD (MPH) EFFEcisk REGION' DEBRIS ZONE' CATEGOW' WEATWRING' DEPTH b TERMITE` TEMP_ REGIUIRED HAZARDs9 aODEx TEMP Date. HEADERS TO BE A MINMIM OF C1)1 x b UNLESS OMERUASE NOW ON PLANS. •Ib'OL STAGGER TOP AND BOTTOM,PROVIDE t3LOC1CMG AS N;CESS,4RYt PROVIDE Ft.ASHAOG AT lF) 1s FLOOR JS TO SHALL BE DOUBLED BE6 UNLESS ALL PARALLEL PARTITIONS 08 BLOCK lb'OG TOP OF EXTERIOR NAILERS 20 PSF lam MPH NO NO 1 MILE FROM B SEVERE BOF aft MOD,to BELOW YES X 5919 51 COAST and FI BFG HEavY saro26.1� lC)31,8905 1,5 FASTENERS FASTENERS FOR ASPHALT SHINGLES SELLL.BE GALVANIZED STEEL, Drawn B (F) 13 STAIR TREADS SHALL BE I U4'THICK CLEAR OAK UNLESS OTHERWISE NOTED. STAINLESS STEEL„aLUMINIM►OR COPPER ROOFING NOLs, MINIMUM2 GAGE 0105,NCH,(1bi MM)SHANK PLUMBING RISER DIAGRAM TABLE P320t1 sa OF TRAPS FOR PiAmWs Flxms TRAP SIZE �= (F) 10. ALL STAIRS SHALL BE IN ACCORDANCE WITH(SECTION 8311 and MY- 2016 SUPPLEMENT and RvaAf WITH A MAOIMM 3/8-MCH l95 R C DIAMETER HEAD,ASTM F INIMU O A LENGTH S PENETRATE M FIXTURE MINIMUM G. TO ESTABLISH FLOOD HAZARD AREAS,EACH cailL LAITY REGULATED UNDER TITLE 19,PART 1203 OF THE OFFICIAL COMPILATION OF CODES, RULES AND FMMLATIONS OF THE _ MOLTER ALL FIXTURES SUPPLY LINES TO BE 11Y COPPER EXCEPT LAV.AND W.C.TO BE 318' (INCHES) STATE OF NEW YORK (NYCRR)SHALL ADOPT A FLOOD HAZARD MAP AND SUPPORTING DATA.THE FLOOD HAZARD MAP SHALL INCLUDE,AT A MINIMUM, SPECIAL FLOOD Protect +� (F) 1L DOUBLE ALL JOIST AROUND FLOOR CEILING, THROUGH THE ROOFNG MATIERIALS AND A MMMUM OF 3/4 MCN(19.M'1)INTO THE ROOF SHEATWMG COPPER. ALL WATER LINES UNDER CONCRETE TO BE W COPPER C.O.S.LOCATED t AND R�OPENINGS,USE JOIST HAWSERS, HAZARD AREAS AS IDENTIFIED BY THE FEDERAL EMEBGENGY MANAGEMENT AGENCY M THE FLOOD MStURANCE STUDY FOR THE COMMUNITY,AS AMENDED OR REVISED WI71k (F) 22.ALL WOOD CONSTR LIC"cN CoffC70R6 r0 BE FROM SMPSON STRONG-71E OR EQUAL. WHERE THE ROOF SHEATHING 15 LESS THAN 3/4 INCH(19.1 MM) THICI THE FASTEtERS 5HALL AS PER N.Y.S.CODE. BA7En1JB(WITH OR WiTEICUt SHOWER HEAD ANDioR l 3' (F) 23.ALL EXTERIOR WOOD CONNECTORS To BE NOT-DIP GALVANIZED(HOG). FENEiRAiE 7Ma0UGH THE SHEATHW& FASTENERS SHALLCOMFLY WH ASTM F 1661. WHIRLPOOL ATTACHMM) L THE ACCOMPANYING FLOOD INSURANCE RATE MAP(FIRM), 2011-21 (p) 14.WALL CONSTRUCTION-UFQ"1 PRESCRIPTIVE METHOD WALL FRAMING AND FINISHING (G)33.8905.2.6 ATTACHMENT. ASPHALT SHhOGLES SHALL HAVE THE MMA,M NUMBER OF FASTENERS REQUIRED Ii.FLOOD BOUNDARY AND FLOODIUAY MAP(FBFM),AND SHALL BE CONSTRUCTION AILED AND OR SCI2E SC M LVE MET OD W WI1H RAMIE 31 AND FIN I EDITION BY THEM AT MANUFACTURER MENT. FOR HALTNORMAL61 NGEES HALL ASPHALT TH MINU 5 SHALL BE FASTENSECUIRED S THE ROOF SECTION P31031- ROOF EXTENSION BIDET I PE s#1 IL LooD ED SUPPORTING DATA ALONG WITH ANY REVISIONS THERETO, (F) 25.FLOOR CONSTRUG710N-WFCM PRESCRIPTIVE METHOD FLOOR FBAMING SHALL BE UATH NOT LESS THAN FOUR FASTENERS PER STRIP SHINGLE OR TWO 1>„SITTIERS PER INDIVIDUAL SHINGLE Open vent pipes that extend through a roof shall be terminated not less than 6 inches NAILED M ACCORDANCE UA114 TABLE W WFCM 2001 EDITION. WHERE THE ROOF SLOPE EXCEEDS 20 WITS YMICAL M 12 WITS HOIZONTAL(161 PERCENT),SPECIAL above the roof or 6 inches above the anticipated snow accumulation,whichever is greater, DISHWASiER(ON SEPARATE TRAP) I ' THE ADOPTED FLOOD HAZARD MAP AND SUPPORTING DATA ARE HEREBY ADOPTED BY REFERENCE AND Sheet: (F) 16,DRAFTSTOR44 SHALL BE PROVIDED AS PER R5M 1Z and R30212 METHODS OF FASTENING AF E REQUIRED.FOOR ROOFS LOCATED WkEE THE BASIC WIND SPEED 16110 MPH except that where a roof is to be used for any purpose other than weather protections,the FLOOR D 2 DECLARED TO BE PART OF THIS SECTION. (F) 21.FIREBLOCKING SHALL BE PROVIDED A5 PER R 501,13,R602-8 and R3021t OR HIGHER SPECIAL METHODS OF FASTENING:ARE.REQUIRED SFECIA FASTENING METHODS SHALL BE TESTED vent extension shall be run not less than I Peet above the roof.Open vent pipes that TC 4EN SW(ONE OR TWO TRAPS. TH OR extend through a roof shall be terminated not less than 12 inches above the roof_ WITHOUT DISHIUASHER AND FOOD WASTE DISPOSES I�' (F) 18 ROOF ASSEMBLIES-UFCM PRESCRIPTIVE METHOD IN ACCORDANCE WITH A51M D 3161,CLASS F.ASPHALT SHINGLE WRAPERFi SHALL BEAR A LABAI-MDICATWs °� ( S) N. THE CROWD SNOW LOADS 70 BE USED IN D1=TERh1MhOG THE pESksN SNOW LOADS FOR ROOFS ARE GIVEN IN FIGURE 83012(5)FOR SITE,At ELEVATIONS UP r0 1000 FEEL SITES A7 COMPLIANCE WITH ASTM D 3161,CLASS F LAVATORY ELEVATIONS ABOVE Yd00 FEET SHALL HAYE THEIR GROUND SNOW LOAD INCREASED FROM TEE MAPPED VALUE BY 2 PSF FOR EVERY 100 FEET' SECTION P3103,2-FROST CLOSURE SHOWER(BASED ON THE TOTAL FLOW RATE THROUGH ABOVE 1000 FEET. Uwe the S15-percent value for outside design temperature i6 0•F or Tess,every Vent s1�c�uERlLEADS AND BODYSPRAYs) Uweextensionthrough a roof or wall shall be not less than 3 iris In diameter:AAnnyy crease RATE.in FLOWClimate zone 16 4a the size of the vent shall be made imide the structure not less than I That ioelow the roof 51 GPM AND LESS INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHIND ALL BE PROVIDED WITH MOM TEMPERATURE OF NOT LESS THAN • or Wide the wail Since the outside design temperature is -13F,every vent extensionMORE THAN 5-1 GF11 LIP TO 123 6FM 1 i- 68 DEGREES FARENHEIT AT A POINT 3 FEET ABOVE THE FLOOR ON THE DESIGN 14WW DAY(2015 IMG 309.1) through a roof or wall shall be not less than 3 inches in diameter, MORE AN 123 W11 LIP TO 158 GPM 3 SYTTEM DESIGN,WALL BE BASED ON MAX 12 DEGREES HEATMG,MINIMUM 15 DEGREES COOLING MORE THAN 258 GPM UP To 55;6 GPM 4 DEGREE DAYS(NY LAGUARDIA)4811,WINTER DESIGN TEMP 15,DRY BULB 89,DIET BULB 15(2015 IPC AF FOX D) Also as per 2015 IBC Chapter 16 section 1609 and ASCE I - wind exposure category and surface roughness is 5 NOWELL RESIDENCE Revtstons- AEX.TOP OF RIDGE EX.TOP OF RIDGE �' EL +14'_1• - - - EL.+14'-1' 3 11 I1'I've A 0 _( IV � 3of5 6 6 .+ I J I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LUNT REQUIRED-- 8%OF 34+0 SQ.Ft - - - - - - - - - - - - - - - - 4'-5' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EX.UNDERSIDE OF SOFFIT EX.UNDERSIDE OF SOFFIT _ ` - - - - - - - - - - - - - - - tNEW Ii s �EL +T_7• - - EL.+T-7" NEW 91/14 PRi 40 F,J. •: � REQUI�D: = Z'1Z 8Q_FT_ I I I ( at 16'O.C. w------------ `r PROVIDED ■ 111D SQ FT. r- o� �'-1 11 11 1 i SLfiPLEMEN't WITH ARTIFICIAL LIGHT TO PROVIDE 6 _ FT CANDLES 30'ABOVE FLOOR PER R303.1 J]I P.T.D . I ' • x u n l l EXCEPTION 2 II I� Z II - t ib-OL_ INSTALL NEW 13ILCO EXISTNG I I CONSTRUCtION I I I I WINDOW WELL.AT NEW S " " ' ' To REI REMAIN ii L — — J II III III I ( EGRESS WINDOW OPENING -- ___ I a - II II I I VENT REQUIRED=4z OF 340 SQ.FT. _ IL JLJ I ------- I AS PER 2015 REQUIRED: = 13b SQ.Ft I I I I INTERNATIONAL I •. I PROVIDED= = IL4 SQ.FT. NEW 2-TW3046) NEW 2-TW3046) NEW 2- )DMU HUNG ( RESIDENTIAL CODE 8310.2 " SUPPLEMENT WITH MECHANICAL VENTITALTION PER EX.FIN.ist.FLOOR - - - - - - - 3 4'9G - - - - - - - - - - - - - - - - 3 4 9'=- - - -- ® - - - - - - - - - - 3'-2' 4'LE _9 EX.FIXIstFLOOR I I � ' LSILLIS36'ABOVE ( I _ MI501 ESL +Q'.p� - � )- 7r - T- - - - -- - EL.+0'-0" 1 FF_ a� 61 Z.WINDOW WELL IS n LESS THAN 44' A - - _ 4of5 BELOW GRADE , I I NEW CELLAR 4'-5' 4 of 5 1 L — — — I -m 1 -Ia I I ~ ' --____--- d5_1 �1 I . ��` `�'-� ( 340 `S - FT, ) vIC . 27 2 SQ. F�. • " I �9 II II I I EtNvl� : ff[ S 0,f!I II II I I PR VkN I 11,4 1 Qin cn II II I I zc� II II I I ;. NEW 2 P.T.D I aI,L�� 1 N :: EX.FIN.CELLAR FLOOR I - - -� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _I - - - - - - - - - - - - - - - - - I EX.FIN.CELLAR FLOOR atlb,oz- `�' '�* z ------__- �' tl•-�'�' Z L _ - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� EL.-B'-0"� NEW AWNINGI ------------------------_---3_4'_x_15' 4 of 5 __ __ _ __ ____ ___ } FRONT ELEVATION - WEST --- - --------- ----- ------ ----, NEW(3)1.75 X 9.252.1E-3100F HEADER i ---------- I --u�_2.7---------------------- (UPSET) ---------- L------ I t_. LU 2 of 5 SCALE: 1/4"=T-O" I i NEW N - I ------ t (y DC DRYER TO BE VENTED I SUMP I NEW 30�c80' i i i i Q O TO EXTERIOR AS PER PUMP ; DN I i I i u-- TIC 181502) EXISTING WASTE 211 N I I I I PIPE V 0 I I i i 9! X 8' 3-�' I L� AtJN V¢S I I I i-aE-� .tt Lu (C.H:+TS') 4'-2- NEW _ I v NEW 8'(W) FOUNDATION WALL with VERT ICAL 5 &.-I I � NEW 30k80' REW-ORCING DARE at 48'O.C,and(U 5 - I e ; EXISTING e tu REINFORCING BARS HORIZONTALLY(TOP and NEW NEW x N ° CRAWL SPACE �' lu .� bOTTOM)ON 16'(WIDE)x 8'(DEEP)CONTINUOUS z I DRYER WASHER LSDITNK POURED CONCRETE FOOTING WITH CONTINUOUS I NEW MECHANICAL EXHAUST I I 5 RENFORCNG BARS N FOOTING(3'COVER i FAN(VENTED TO OUTSIDE) _R i -R MR)36'MIN.DEPTH BELOW GRADE I NEW AS PER(MI501) i i I Z O W.C. I i Ij +- NEW 36'HANDRAIL Iu1th 2x2 AT 4'OC(MAX)TO I lm -I 3-6 VIF-EXISTING COLUMN FOOTING I i I Q CODE AS PER 8312(TO DESIST A 2001b per LF _ I 8�_D, 24'SQ BY 12'DEEP 138 io i i i O U 0 LIVE LOAD and 501b of CONCENTRATED LOAD) 0 I #4 BARS,8"OC EACH DIRECTION C I LALLY COL S 10 I I i til Q I _ H:+Ta') TO BE —I -------------- -' - { cYl LL IN ...r _q EX.�)2 X 8 GIRDER I lot NEW EXTERIOR LIGHT ABOVE AS PER R31L51 � Cn --� I- - J ----- --- - -------- 25 NEIN 36"x80" POST FROM REPLACE GIRDER WITH W6 5, POST FROM ' NEW FLOOR DRAM CONNECTED TO DRYUELL RIDGE BEAM ALAI NEW�•" RIDGE BEAM ADD(2).5'x T STEEL PLATES EP BOILER NEW 4'STEP at DOOR =�r ; i WITH RIDGE BEAM POST, I FOOTING 42'5Q X 12'DEEP, EXISTING TO EXISTING GIRDER •4 BAR 1'OC EACH DIRECTION CELLAR T' I (((C.H.7'-5') EPI 4'-2, I '�` REQ_ LIQ63b 5Q_ Ff. `L CL tI �' REQ,� L 31,8 SCJ, FT, Q p H.W I • 3 of 5 � i N PROVIDED VfM=V I p Z I J> X w )( q X a I ItJ lU til I 20'-S' EPI LU I I 1 I I x Lu O , I W _ V i NEW a� I L------------------------------------ I (2)2 X 8 GIRDER t i z -------------------------------------------------------- LIGHT REQUIRED:S%OF 195 SQ.F7 I i i I ILU • •� REQUIRED= 63,6 SQ.FT. i i i eMoa� 0 PROVIDED. 52 SQ.FT, ® b C I O I • ao 'v SUPPLEMENT WITH ARTIFICIAL LIGHT TO PROVIDE 6 I I C �. _§ ^ CIS FT CANDLES 30' ABOVE FLOOR PER 83031 Q' EXCEPTION 2 I _ VENT REQUIRED=4%OF 195 SQ.FT i i - s ----------------------- --------------J REQUIRED- = 31B SQ.FT_ PROVIDED.- = 2B SQ.FT. IJ _ IX.TOP OF RIDGE NEW TOP OF RIDGE SUPPLEMENT WITH MECHANICAL VENTITALTION PER EL.+14'-1' -- - EL.+14'-1' M1501 I M O _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CELLAR/ FOUNDATION PLAN n' - - - -- - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - = _ -- = NEW'UNDERSIDEOFSOFFIT SCALE:1/4'=1'-0- N EL..UNDERSIDE OF SOFFIT EL.+T-7" W Q r EL. ato III—VIII—I! X16. �O NEW (3-A � AWING _ = ECS ND: NEW (Tw21o42) Date. DOUBLE HUNG NEN (2-TW3046) EX.FIN.1st.FLOOR - - - - - - - 3'-0' x 4'-5' DOUBLE HUNG EXISTING WALLS TO REMAIN 0626.1� - - - - - - - - - - - - - - - - - - - 3-2 x 4'- NEW FIN.1 L EXI5TING BEARING WALLS Drawn By= L-----------J EXISTING WALLS TO BE REMOVED E_ MOLTER ----�1 ----� ® EXISTING WOOD POST Project - I CWI3 , � NEW WALLS �IB1 (CW13 I INSTALL NEIW BILCO 2011-21 NEN AWNING I I NG CA i i 1�15d11NG F. I WINDOW UELL AT NEW 34 x 15 I I i ' 5' x 3- " i i ' 5''x 3'- ' I I EGRESS WINJDO(U OF'ETINCs - - NEW BEARING WALLS r--- - - - - - - - - - - - - - - - - - I 6� __RE J I I -L-E---- j I AS PER 20115 L__-__--_--J L--__-____-.J I NTER•IATIOINAL a NEW �4 x 4 WOOD POST I- -- - - - - - - - - - - -- - - RESIDENTIAIL CODE Sheet_ 4'-8' 83102 FXV NEW POST FROM ABOVE L SILL IS 36r'Af30VE �� SMOKE DETECTORS - INTERCONNECTED I I 2, Fr__ NDOW HELL. Is 5D SINGLE STATION DEVICE IN ACCORDANCE - - - - - - - - - - - - - - O WITH STATE CODES EX.FIN,CELLAR FLOOR _ _ _ _ _ _ _ _ _ - - - - I I LESS TI4M 44' EL.-8'3-B'3° - -- - -- - - - - - - - - _ _ _ _ ( ��N�IE�W F N.CELLAR FLOOR - - - - - — - - - - - - - - - - - - - - - - - - - - -- - - -- - - -- - - -- - - -- - - - - EL.-9'-7" O CARBON MONOXIDE DETECTOR 2 of 5 2 SIDE ELEVATION - SOUTH � - - - - - - -- - -- - - -- - - -- - - -- -- 2 of 5 SCALE: 1/4"=1'-0" NEW MECHANICAL EXHAUST PAN ( VENTED TO OUTSIDE) AS PER (83033) RevTsTons. EX.TOP OF RIDGE EX.TOP OF RIDGE 01 EL.+1,V-lw EL.+W-l' .0e 31-31 10 31-41 r 3'-41 3'-33 N3of 5 NE��(71-121042) NEW 1042) -9 US— HU* :_0 A3'-O'r4 - - - - - - - - - - - - - - - - - - - - - - - - - - - EX.UNDERSIDE OF SOIFIT - - - - - - - - - - - - - - -- - - - - - - - - - - - - -- EX.UNDERSIDE OF SOFFIT EL. EL.+T-r WW(42x10 NEW( 2xl2 NEW(2)2x10 H ER 3R -1010 NEW 2XI0 RR NEW X10 RR at 161 or- at I&I or- 1,00- NEW 2Jb Cl NEH AxKQ REPLACE 04NI u DOUBLE HUNG at I OL- -51 XV 2'-0' X 3'-0' a ( 7-4 41 NEW (TWI042) NEW (TH21042) DOUBLE HUNG HUNGNEW �2-TW30<16 p 3W x 41-50- *-V NG -A RO OSED A EX.FIN.1st.FLOOR - - - - - - - - - - - - - - - - - -- - - - - -- - - V-2' x 4'-q' EX.FIN.Ist.FLOOR LIVING- - - ---- - - -- - - - - - - - - - - - - - TERM)- - - - - - EL ir cnl I ( _!M I I (SLOPED) (MOD.CAfHFDRAIL) (SLOPED) (10-tr) J -7� 7!n"T .7 N�,AWNING rA ;01 ZN rA x 15' J 4 of 5,F Ig:2 N4oF5,F L b7) — — — — — — — — — — 4 of 5 EX.FIN.CELLAR FLOOR EX.FIN.CELLAR FLOOR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - -t - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EL.-8'-3' NEW FIN.CELLAR FLOOR - - - - - - - - - - - - - - - - - -- - - - - - - L - - - - -- - - - - - - - - - - - - - - - - - - - - - - NEW (2-TK-V4) DOUBLE HUNG NEW C-T- NEw (AxK45i) Y-2' x 4'-9' at IWO.C. ANDER5EN AwNiNG W EL.-9-r ---- (EGRE%) L----- ----- 4'-5' X V-0' �3 REAR ELEVATION - (EAST) 3-Ur I Lu I IV N I -DN % SCALE: 1/4" 1'Z' NEW I 2)1314'x 9 114'LVL 3 (L LU LLI EW B Nr- x EXISTIN I Lu �3AtHRO 'NEW 5K LI I I -' 3-0 x 3-0 4'-2' 1 0 tu z '01 w IT, MODIFIED t —=� v j --� U51 11 Q Y - -:1 z a N 0 iL 0 A x KITCHEN III A Y ED (n -i x f-:I-�D- 1�1 1, 01 #-! 0 1 4- in z 111 d)I-F x (TRAY CEILING) IrAL E),wusT RI TO w (10'-7-) Lu NEW AT PAN(VENTED TO SIDE) \ (CA VAULTED) AS PER(MI501) EXISTING 2'-5 BEDROOM #3 4'-0 L ZI LL (C.H.8-41) F?A-N-TR-Y ;i�� CA 121-ol 4'-2' NEW Lf cv SHOWE T- 2 C> NEW(2)1.75 X 14 LVL RIDGE BEAM 11 (UNDER EXISTING) 2of5 (8'-0*) p E) F-1 I 5-& - I CL W-31 1. gL % I INEW A\ 4 PROPOSED T I of 5 Lu I I x 3 of 5 co ROPOS56 C4 al 0 DINING ROOM Z r. 01111 -mASER BF, 06M x (TRAY CEILING) (81-01 (91-01 EXISTING_ tg A u (FALSE CVHEDRAL)13 LAM cu Cd (1) -J x L) LAM 0 w % 0 0 rn 1 (C.H.8'-U-) (8%07) F"ITCHM CJ, z u I OJLC, BEDROOM #2 F2'-O' D. ld::f 0 -J I / at* LL W p V �EZ� - i;z u 16 2: (2)13!4'x9114'LVL I T4'x 9114'LVL u ui %.L n L ------- -- ------- NEW f FaF4 NEW (2-TH") Flo C4 0 DOUBLE HUNG, DOUBLE HUNG 3'-2' x 41-9l 3'-2' x 414 cc -J L . • m (ff,RE%) EGRE55) op m 1 -9 -, NEW 2x+8 RR Ll I at Yo,or-, I I 1000, NEW 2X8 RX at IV Oz. y HEI NEW R)I!4j x 91/4'LVL N7 EX TOP OF RIDGE L �01 RIDGE -E �1T,Z EL.+W-10 NEW (2 HUNGV-4 31-2' xE�4-p (EGR -0. 01 49 13' - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NEW UNDERSIDE OF SOFFIT N RSIDE OF SOFFIT EL. 4 of 5 FM FM z OCE (0 CIO ui rL��SE C) LL FM FM LcLOSE [IT- FIRST FLOOR PLAN -0 N SCALE:114"=1'4r H H 100 I NEH (TWM (Twm) NEW TW2036) DOUBLE Nuv DOUBLE �AOCUW? i � ~" NEW A 1068-4 ?N Y-2 x 3'-9' 2'-2' x 3'-9 ' LECA: II-9I Nri) 89 C)ate-- A NEW FIN.1st.FLOOR 4-5, -- - - - - - - - - - - - - - - - - - - L- - - - - - E)L FIN.Ist.FLOOR Jill EXISTING WALL5 TO REMAIN EL.+V-T EXISTING BEARING WALLS g626.1-1 r------------I EXISTING WALLS TO BE REMOVED Drawn �p L----------- OLTER 767­--!�-n"," "w NEW I NEW MNI% m EXISTING WOOD POST Project t- 34, x it 5 34" x15' I I L :J7 u9Tr NEW WALLS 2011-2-1 veff NEW BEARING WALLS I I —L j j I i 13 NEW 4 x 4 WOOD POST roll NEW POST FROM ABOVE EX.FIN.,CELLAR FLOOR i:j% SMOKE DETECTORS - INTERCONNECTED EL.4r-30 SINGLE STATION DEVICE IN ACCORDANCE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -= NEW FIN.CELLAR FLOOR I -- - - - - - - - - - - WITH STATE CODES W F,i. EX.TOP G I \YL�Ol -r Ix 3. NEw 12'-0' PR OS L Fr 31"xlfi-i r IAL 0 - - - - - - -- - - OCARBON MONOXIDE DETECTOR 3 of 5 SIDE ELEVATION - (NORTH) E] NEW MECHANICAL EXHAUST FAN �WV SCALE: 1/4"=1--O" VENTED TO OUTSIDE) AS PER (83033) --- ------ ----- ----,--J Revisions: • NEW HEADER(SEE PLAN NEW COR-A-VENT RIDGE VENT FOR SIM) EX. OF RIDGE NEW(2)L15 X 14'LVL RIDGE BEAM IX,TOP OF RIDGE EL. 14'-1" - - - EL.RIDG• NEW 3/4'PLYWOOD - NEW 2x6 ct at 16'or PLATESTRAP WITH SLOT F BEARING __ TYPICAL ROOF CONSTRUCTION D1 �WITH PLATE wrrH SIOT FOR coltCN STRONG-TIE L ' • 30 YEAR ARCHITECtURAL ROOF g4{I1dCsLEg CE12 ILING COLLAR TIES AT 32"O.C. 6 CS-20 x 18'MIN WITH(7)10D COMMON NAILS r NEW(.�j�ACAST STRUCTURAL (COLOR(COLOR TO MATCH EXISTING) PER RAFTER MAY BE INSTALLED OVER PLYWOOD COLUMN(SEE PLAN FOR SIZE) • (1)LAYER OF 301b,FELT AS PER(R905.2,71) 5/8' CDX PLYWOOD • 2 x 8 ROOF RAFTERS at 16' oz. SEX.UNDERSIDE OF SOFFIT _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- u NEW 2x8 PITCHED cl at 16'o G. EL.+T-T' Aff IX.UNDERSIDE OF SOFFIT• EL.+T-r N COIL STRAP ATTACHED AT _ Bottom To ANCHOR BOLT AND II II �EXIstING II _ II PR POSED D2 STRUCTURAL RIDGE WRAPPED OVER BEAM ABOVE __ MASTE BEDROOM e CATHE RALCEILLINGS i/1'DIA ANCHOR BOLTS A7 III III TO REMAIN ION III III \ (PALS CATHEDRAL) LSU 26-2 x 6 �— — — —� �— — — LSu28-2 x 8,2 x 10,or 2 x 12 COLUMN BASE - - - CS-20 x 18"MIN WITH(n 10D COMMON NAILS PER RAFTER MAY BE INSTALLED NEW (741^U046) NEN (2-TW3046) OVER PLYWOOD RUMDOUBLE HUNG DOUBLE 14UNG— L f6 IX.FIN.-1st.FLOOR_ 3'-2' x 4'-9' 3'-2" x 4'-9'— EX.FIN. FLOOR EL.+9-V — )-- _-�-___-______ ___(EER1aS�______ - - EL. }0'-0"� n L SNPSON STROZ M$TAP FOR SML.E STUD MSTALLEp — — — "AT 16'OL_A5 REQUIREp I �— OVER TOP PLATE TO OTHER sMaFsn>p EXISTING STRUCTURAL COLUMN I F-- -- - - --� � D7 ATTACHMENT DETAIL I I-_ _ _ --1 `� CELLAR l sCALE:yr=r-o" i � HI0 ' ��� I - - - � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _- - - - - - - IX.FIN.CELLAR FLOOR Z -�-�IX.FIN.CELLAR FLOOR _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ EX 2x8 RIDGE =�-°3" Z- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EL.4-3m Z Q gT A SECTION A - A o LU (EXPLODED VIEW) 4 of 5 SCALE: 1/4"=T-91 NEW(2)L15 x 14 LVL UNDER Q DS MAY BE INSTALLED ON INTERIOR OR EXTERIOR EXISTING(1)2x8 RIDGE 4 d 512 RAFTER CONNECTIONS TO 0 �swm A EX.TOP OF RIDGE - NEW TOP OF RIDGEILLI ON EXTERIORFOR cLARRI' - i —�` - - = - - - --_ EL 14'-1" L MAY BE INSTALLED OVER PLYWOOD — PLYWOOD MUST BE NAILED TO TOP PLATE INSTALL H10 ON EXTERIOR INSTALL SSP ON INTERIOR tu - -- — _ Z NEW SIM1'SON STRONG TIE EX UNDERSIDE OF SOFFIT -— -- =--- Table 3.1 NAILING SCHEDULE Table 3.4A RAFTER and/or CEILING JOIST TO TOP PLATE LATERAL Table 3.9A RAFfERICEILING JOIST HEEL JOINT CONNECTION 1T8f�,g: JOS DESCRIPTIONNurER NAIL SPACING and SHEAR CONNECTION REQUIREMENTS - EXPOSURE B REQUIREMENTS Ct7MMON NIARLB MILS (PRESCRIPTIVE ALTERNATIVE TO TABLE 3A) ROOF FRAMING TFIREE SECOND GUST WIND SPEED 135 90 100 110 120 130 140 ROOF LIVE GROUND SNOW LOAD 150 0 FBI: 30 PSF 50 PSF 10 PSF RAIIER TO TOP FLATE 110E-NAILED) (SEE TABLE BAN (WE TABLE 3� PER RAFTER CEILNG JOIST TO TOP PLATE(TOE-NAM) (SEE TABLE 34AU (SEE TABLE 34A) PER JOIST RAFTER/ WALL WIGM NUMBER OF 8d COMMON NAILS or 19d BOX NAILS ROOF SPAN OU CELWs JOIST 10 PARALLEL RAFTER(FACE-NAM) (SEE TABLE 3941 (SEE TABLE 3.9A) EACH LAP CEILING JOIST (ft) (TOENAILED)REGIUIRED M EACH RAFTER 12 24 36 11 24 36 12 24 36 12 24 36 CEILNG JOIST LAPS OYER PARTITION(FACE-NAM) (SEE TABLE 394) (SEE TABLE 39A) EACH LAP SPACING AND/OR CEILING JOIST COLLAR TO RAFTER(FACE-NA LED) (SEE TABLE 36A) (SEE TABLE 3bA) PER E lk0 TO TOP PLATE CONNECTION 123,4 RAFTER SLOPE RAFTER NUMBER OF I6d COMMON NAiLS or 40d BOX NAILS BLDOW3 TO RAFTER(TOE-NAILED) 2-8d 2-10d EAC44 END SPACING PER HEEL JOINT CONNECTION I=,4A~,6 RM BOARD TO RAFTER(DIDAAM) I 2- 3-W I EACH END 12 8 2 2 2 2 3 3 3 3 (irL) WALL FRAMING 10 2 2 2 2 3 3 3 3 12 4 1 10 4 8 12 6 II h 8 ro 22 16 TOP PLATE TO TOP ELATE(FACE-NAILED) 2-16d' 2-16d' PER FOOT 168 Z 2 3 3 3 4 4 4 3:1125 9 13 5 10 LTi 8 5 22 10 20 29 192 6 II ib D 18 35 9 18 2l D 24 TOP PLATES Ai Ci (FACE ) 4- 5-16d MTS-EACH SIDE b E 2 2 3 3 3 4 4 4 24 1 13 19 6 Lei 0 9 8 33 15 24 44 STUD TO STUD(FACE-NAIED) 2-16d 2-16d 24'Or- 10 1 HEADER 10 HEADER(FACE-NAILED) 'O-L ALONG EDGES 12 3 5 8 3 6 9 5 9 13 6 11 11 24 8 3 3 4 4 5 5 5 5 TOP OR]BOTTOM PLATE TO STUD ) (SEE TABLE 35A) )SEE TABLE 35A) PER STUD ,� 16 4 1 10 4 8 T! 6 II h 8 5 12 BOTIOM 10 21 ��� TO�OOR-�Ep1St Si,END ST 2-Ibdl`G 2-Ibdl' P�FOOT b 3 3 4 4 5 5 5 6 � 5 � Lxi 6 12 h 9 Ti 25 0 22 33 L -E'RESCRIf''I'IVE LMRS ARE BASED ON A881M1P'iIOMS M TABLE 3.4 Fl 3 4 6 3 5 1 4 ? m 5 9 14 FLOOR FRAMING Z-TABULATED C*I ECTiON REQUIRIMTS ASSU"E A BUU.DNG LOCATED N DVORK IB16 3 6 8 3 6 9 5 9 14 6 12 16 JOIST TOS TOP PLATE OR GIRDER(TOE-NAILED) 4-8d 4-10d PER JOIST 3.-WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS,THE STM OF THE Tot-NILS IN THE RAPIER 132 4 1 10 4 8 Il 6 11 16 1 14 21 BRIDGING TO JOIST(TOE-NAgED) 2-8d 2-10d EACH END AND CEILING JOIST SHALL C-CAIAL OR EXCEED TFE TABULATED M 13ER OF NAILS REQjh; D. 24 4 8 12 5 9 14 1 14 20 9 18 21 BLOCKNG TO T(TOE-NAILED) 2-8d 2- EACH END 4.-TO AVOID SPLITTING,NO MORE THAN 2 TOE-NAILS SHALL BE INSTALLED N EACH SIDE OF A RAFTER OR 12 3 3 5 3 4 5 3 5 8 4 1 10 BLOCKING TO SILL OR TOP PLATE(TOE-HALED) 3-I6d 4-16d EACH BLOCK CEILING JOIST WEN FASTENED TO A 2 x 4 TOP PLATE OR 3 TOE-NALS N EACH SIDE)WEN FASTENED TO 16 3 4 6 3 5 1 4 1 10 5 9 13 LEDGER TO BEAM(FACE ) 3- 4-16d PER St TO A 2 x 6 TOP PLATE. 1'12 132 3 5 1 3 6 8 4 8 12 5 10 15 JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d 3-10d PER JOIST 24 3 6 9 4 1 10 5 10 15 1 13 I9 BAND IST TOJOIST aND-NA ) 3- 4- PER ST Table 3.413 UPLIFT STRAP CONNECTION REQUIREMENTS - EXPOSURE B ht 3 3 4 3 3 4 3 4 6 3 5 8 BAND JOIST toSILL OR PLATE(TOE-HAILED) 2-16d' 3-16d PER Fool (ROOF-TO-WALL,WAIL-TO-WALL,and WALL-TO-FOUNDATION) %12 i6 3 3 5 3 4 5 3 5 8 4 1 10 ROOF S H E A T H I N G (PRI`SCRIPTIVE ALTEFc4�lATIVE TO TABLE 3.4) 132 3 4 6 3 4 6 3 6 9 4 8 U STRUCTURAL PANELS Bd Imd (SEE TABLE 310) 24 3 5 1 3 5 8 4 8 Il 5 m 15 DIAGONAL BOARD S EATHNG DEAD LOAD ASSIMPI'IONx ROGF/CEIL Y DL = r 11 3 3 3 3 3 3 3 3 5 3 4 6 I'x V or I'x V 2-ed 2-10d PER SUPPORT 16 3 3 4 3 3 4 3 4 6 3 5 8 h x IV or WIDER 3-8d 3-IOU PER SUPPORT 1}NREE SECOND GUST WIND SPEED 85 90 100 110 110 130 wo 150 �� 132 3 3 4 3 3 5 3 5 1 3 b 9 (" 24 3 4 5 3 4 6 3 6 9 4 8 If CEILING SHEATHING Gl Pr+UJM UEdL1 BOARD 5d COOLERS 5d COOLERS 1'EDGE/IV FIELD FRAMING SPACING ROOF SPAN NUMBER OF 8d COMMON NAILS or 10d BOX NAILS L -NAILING REQUFasNTS SHALL BE PErL'Irm TO BE REDUCED 29%F%AILS ARE CLNCHED. CTM.) (rte (T013NAILED)REQUIRED M EACH RAFTER 2.-FEB-JOINT CONNECTION ARE REQUIRED WHEN THER��E IS SUPPORTED BY A LOADBEARMrs tUAI L WALL S H E A T N 1 N G AND/OR CEILING JOIST HEADER OR RIDGE BEAM DES to RESIST 7FE ADDLED LOADS. TO TOP PLATE CONNECTION 12,3,4 p�pMM y MINS TO A STi�i1CTURAI.PMELb 8d led SEE TABLE 39 12 1 3.- A05E�s WALL,THE TABULATEDIATE SUPPORT NHEEL.JOINT CtICNN REaMaMM SHALL BE PERMITTED to DIAGONAL BOARD SHEATH 16 1 1 1 2 2 3 3 3 TO BE REDUCED FROPOOONALLY TO THE REDUCTION N SPAN, FIDET43OAW PANELS 4.-EQUIVALENT CONNECTIONS ARE REGUIRED FOR CEILING JOiST to CEILING JOiST LAP SPLICES 116' �, __ PER SUPPORT 20 1 1 2 2 2 3 3 4 25)32' tad' -- PER SUPPORT TI 24 I I 1 2 3 3 4 4 5.-TABULATED HELL JoMT coNECTION REQUIRE IBaS DO NOT INCLUDE THE ADDITIONAL NEW OF THE CEILING 28 1 1 2 2 3 4 4 5 Gl i'SUJM UL41180ARD 5d COOL M 5d COOLERS 1'EDGE/10'FIELD 36 1 2 2 3 3 4 5 5 6.-TABULATED FEEL JOINT COMECTION T&QUIREME 45 ASWU"E CEILING JOISTS OR RAFTER TIES ARE LOCATED V y HARDBOARD 8d 8d SEE)ABLE 39 AT THE BOTTOM OF THE ATTIC SPACE. WEN CEILING JOISTS OR RAFTER TIES AiE LOAGTED HIGHER IN THE PARTICLEBOARD PANELS 8d 8d SEE TABLE 39 12 1 1 2 Z 2 3 3 4 OPAL ATTIC��gT ORAW IS � TABULATED HEEL JOINT COM�cTION Rtpltl�hEM15 Z DIAGONAL BOARD SWEATWWs 16 1 1 2 2 3 3 4 4 to 1,x 6'or P x 8' 2-8d 2-10d PER SUPPORT 20 1 1 2 2 3 4 4 5 Cr N 1 ni W1 r11° �iFa°'�g" lu Z I'x 18'or WIDER 3-8d 3-10d PER SUPPORT k' 24 1 2 2 3 3 4 5 6 U2 2 f-- 28 I 2 2 3 4 5 5 1 t t Q/ J FLOOR SHEATHING 31 I Z Z 3 4 5 6 1 STRUCTURAL PMELS POR LESS 8d Imd 6'EDGE/12'FIELD 36 2 2 3 4 4 6 l S ys, 61RIC1IRAL PANELS GREATER THAN ' i0d 16d b'EDGE/O F ELD 12 1 1 2 2 3 3 4 4 ,(\ 0- DIAGONAL BOARD 51EAVING 16 1 1 2 2 3 4 4 5 NOM LATERAL DE'LECIICN OF THE RAFTER Baow THE RAFTER TES MAY�3/4 Na411#]N WAFTER TIES �J J tu 10 1 Z 2 3 4 4 5 6 ARE LOCATED ABOVE ONE-TH OF THE RIDGE HEW,HIT,OR WHEN Her,GREATER THAN 2 FEET AND I'x 6'or 1'x 8' 2-8d 2-10d PER SUPPORT (92 Z4 I Z 1 3 4 5 6 T MAY REAM ADDITIONAL CONSIDERATION. � i'x 10'a W'DER 3-8d 3-10d PER SUPPORT L NAILING RECJl11REMBNTS ARE BASED ON WALL SHEATHING NAILED 6'ON CENTER At THE PANEL EDGE. IF WALL. 28 2 2 3 3 4 5 6 8 SHEATHING Is NAILED 3'ON-CENTER AT THE PANEL.EDGE TO OBTAIN HIGHETt SPEAR CAPACI11E5,1NAILNG 32 2 2 3 4 5 6 1 8 Table 3.10 ROOF SHEATHING ATTACHMENT REQUIREMENTSFOR WIND LOADS - EXPOSURE B cA uj REQUIR MTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED OR ALTERNATE COMUECTOR5,SUCH AS � 2 Z 3 4 5 l 8 9 � -1 SHEAR PLATES SHALL BE USED TO MAINTAIN THE LOAD PAIR 12 1 2 2 3 3 3 5 5 Sao�(Wo Sts CAW eB we Im trm bo Mm bm 111 � 2.WHEN IU4LL SHEATHING B CONTMUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS$HALL Ib 1 2 2 3 3 4 5 6 1111 (A BE PERMITTED t0 BE REDUCED TO I-Ibd NAIL FER I=. 20 2 2 3 3 4 4 6 1 stRuctu SWANN% (� ul 3.CORROSION RESISTANT I GAGE ROGFNG NAILS AND 16 GAGE STAPLES ATa'E PERMITTED,CHECK BC FOR 24 24 2 2 2 4 4 5 1 8 E F E F E F E f E F E F E F E f ADDITION IMQU11►Tg 28 2 2 3 3 4 5 8 - 31 2 Z 3 4 5 6 9 - °W41 '1 OAT10N ^Fmdwkaw" M WW NAL 01ACM fa CCMM%MALA or to d Eox NM,e' Z 36 Table 301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS 2 3 4 4 5 b - L -PRESCRIPTIVE LMRTS ARE BASED ON ASSUMPTIONS IN TABLE 3A ►t1E1moR 2Tx� 6 b 6 12 6 12 6 a 6 12 6 a 6 tr 6 TABLE R3015 2.-TABULATED UPLIFT CMCiTCN REaMMIENTS ASSUME A BUILDING LOCATED N EXPOSURE 13 6 12 6 12 6 12 b t2 6 12 L 12 6 h b 12 Q 3-TABULATED UPLIFT CONNECTION REQUiREMI:1Nl5 ASS&t A ROOF AND CEILNG ASW1SLY DEAD LOAD OF ,_ MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS ILL 6 i2 6 h i h 6 S b D i fZ 6 f2 6 12 V (IN POUNDS PER SGIUUTARE FOOT) 9 F(mbm x 15 Def.9 pert F A CEILING ASSEMBLY r,NOT PRESENi ORIF THE CEILING ASSt?1BLY 16 NOT CONNECTED TO 1HE ROOF ASSEMBLY,THE TABULATED HUMMER OF NAILS SHALL BE INCREASED BY 24 b 12 6 12 6 12 i t2 6 12 i 12 6 I' 6 t2 I() I NAIL AT EACH Z OF THE STRAP USE LIVE LOAD 4.-MIN"ASTM Ab53 GRADE 33 SiM STRAR EDGE zoME 12 6 12 i 12 6 t2 6 t2' 6 t2 S, tx' 6 6 6 i X A ATTICS WITH LIMITED SToRA6E 9•h 3o PSF 6 B 6 12 6 8 6 h i b 6 6 Ge' 6 6 b 1 1 L ! • ! ! ! • 4 I ATTICS WITHOUT STORA6Eb 15 PSF 6 a i tl i (2 b i i b 6 6 6 6 4 4 Table 3.6A RIDGE TENSION STRAP CONNECTION REQUIREMENTS 24 6 >? 6 >z 6 6 6 6 6 6 6 e 4 4 4 4 40 I FOR WIND - EXPOSURE B EXTERIOR 13ALGONIES (i0 Fx* fLO�OltFglQr�pLOQC 6 6 e 6 6 6 6 e 4 4 4 4 - - - RIDGE TENSION RIDGE BOARD OR LogCWrp�pgC�O��TIM� 6 6 6 i b b i b b i 6 b 6 6 6 A, FIRE ESCAPES 40 PSW STRAP RIDGE BEAM 6UAfVRAILS AND HANDRAILS d .200 P5F RAFTER ONFAiNMYG aM RAIMMIRM DPACUCG NPBER OF Sd COMMON NALD o.IDd Box MALS 6AURDRIALS INFILL 0"ONENT5 50 F5F �M'od PER StFTM PA55MN6EER VE HIC fro&ARA SM° 50°PSF we OR$r SMEATMNG G-%2 2 2 2 2 2 2 2 2 [,- ROOMS OTHER THAN SL EEFIN6 ROOMS 40 PSF bdo LAR(tR SIEAA1FRtG tr-tet a a s s a a s s /�• .'-`-� bjp SLEEPING ROOMS 30 PSF E-NAL SPACING AT PAWL EDGES W � .� • •� LOAD ASSUMPTIONS--ROOF ASSEMBLY DL = f � +-+ STAIRS 40`P5F F-NAIL/PACING AT MrS*f DIME SIPPO S N TIE PANEL fELD(W .� THREE SECOND GUST WIND SPEED 85 90 100 110 120 130 140 50 L-FAR t eIEeTT IU11M 4 t9 t ac t►tE PERA1E1B2 EDGE a TME RL�OF NC1 UDMG 4 F1�T oN EAGt aroE oP tIE RDeF PEAKTtE 4 Poor P�f1ETER EDW ZOW A1TACWW FOR 641 POUND PER SQIIAR S FOOT-mm475*1212,1 SQUARE NCH=645 nn$I POW-4,45 K (MION SMALL BE USED .. A.ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUUPPORTMG A 2OW-POUND LOAD APPLIED 2.-TAMLAIM 12 Mat ar-NAL SPACING AMM e4FAnaN3 arrACMW To R*n:R/TFW FRA"119 &M G Lo tq FOR HINTING t IM CA2<G<o t�nE NAL z OVER A 20-SQJARE-NCH AREA. ROOF PiTCH ROOF SPAN NUiMBER OF 8d COMMON NAILS or 10d BOX NAILS SPACINGS SHALL 06 NEDIICt97 TO 6 HOES ac, o. (rU IN EACH END OF 1-1/4'STRAP 1=,45b.t s.•TAM A1®6 NOW Or-NAL SPACING ASSURES SIV MN's ATTACHED TO n4nl t/Mn Mij.M mtm tUTM G�6 e3 FMR FRAMING &M OA2 d!<6Ag TIE NAL a APPLIES TO ATTIC SPACES t mim THE REQUItm`1ENT5 N SECTION R8m2A1 FOR CONVENTIONAL OFACNGS SMALL BE REDUCED TO 4 NCW5 o.G �® CEILING JOISiB AND SECTION R80210T FOR Ti31g6Eb ATTICS WiiFIOUT STORAGE ARE)}LOSE 4.-TAMLATED 4 NOM=NAL SPACM AftftS SWAM%AT tAoW To t?AfTER/?Rm FRAMICs W N G)a^FOR FtWIM MEMpEt7S gm GA2<G<DA9;TIE NAL WHEEZE THE MAXIMUM CLEM FIEIoHIT BETUEEN 10187 AND RAFTER IS LESS THAN 42 INCHES,OR I I 2 2 2 3 3 4 b- AmLAI n AcWA Amin A mn DM Locom N t rom e 4 0 WHERE THERE ARE NOT 1Ul0 OR MORE ADJACENT TRUSSES WiiH THE SAME WEB CONFIGURATION 12 CAPABLE OF CONTANNG A RECTANGLE 42 Nat$HIGH BY 2 FEET WE,OR GREATER 16 1 2 2 2 3 4 4 5 LOCATED tMIN THIS FLAKE OF THE TRUSS. FOR AT Icb IUITO r STORAGE,THIS LIVE LOAD NEED 20 2 2 2 3 4 4 5 6 Table 3.11 WALL SHEATHING and CLADDING ATTACHMENT REQUIREMENTSFOR WIND LOADS NOT BE ASSUMED To ACT CONCUI;aWMY UUTH ANY OTHER LIVE LOAD I�EQUrR>=KENT& 3.12 24 2 2 3 3 4 5 6 1 - EXPOSURE B - G.INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THINE IWIFORtY DISTRIBUTED LIVE LOAD OR 28 2 2 3 4 5 6 1 8 » ON AN AREA EQUAL TO I SQUARE FOOT_ THUS LOAD NEED Not BE ASSUMED TO ACT CONd1R�NTLY 32 2 3 3 4 5 1 8 9 TNre E eKOlO GUST rZ PRODUCES THE GREATER STRESSES 36 1 3 4 5 6 1 9 - to SPEEa('t*'t I� LU W D.A SINGLE CONCENTRATED LOAD APPLIED IN ANY DiRECTIION AT ANY PONT ALONG THE TOP. 12 1 1 1 2 2 2 3 3 STIRUCiURAL S EATRM � 16 1 1 2 2 2 3 3 4 E F E f E F E F E f E f E f E F 0 E SEE SECTION W.,W21 FOR DECKS ATTACHED t0 EXTERIOR WALLS 20 I 2 Z 2 3 4 4 5 N O F,GUARD N-Fq.L COMPONENTS(ALL THOSE EXC�EP I THE HAIZFAIU BALUSTERS AMD Fka FILLERS `H� 24 2 2 2 3 3 4 5 6 SMEATMM LOCATION' STUD SPACING MNMn NAL SPACING R71t ed canon MALS a ISO pax NNLe` • U SHL41 L DESIGNED TO WTTI BTANm A HORITAMAIY API'LED NOR IAL LOAD OF 50 POUNDS 28 2 2 3 3 4 5 6 1 "`°fes (*dM,Ord s00 BY 2 FEET(610mn)UDE OR GREATER LOCATED WINKING 1 E PLANE OF THE TRUSS TWE RECTANGLE 32 2 2 3 4 4 5 6 1 � � M � � I2 b Q 6 12 6 12 b t2 b 12 6 Iz 6 12 6 12 a GA 1-4 SHALL FIT BE11lFk7N THE TOP OF TWE BOTTOM OPIOID AND'THE BOTTOM OF ANT'OTHER TRUSS M'E7'>BER 36 2 Z 3 4 5 6 1 8 b >z 6 h b f2 6 O 6 1? 6 tr 6 f2 i tr � � C PROVIDED THAT EA04 CF THE FOLLOIUING CPJTERIA 15 MET- h1 I I 1 1 2 2 2 3 �' L THE Am-AREA 16 ACCE861BLE BY A FULL-DOWN STAiRWAY OR FRAMED OPENING IN 16 I 1 1 2 Z 2 3 3 s~ i 12 b 12 6 12 i 12 6 12 b it` 6 12 b t?- ACCORDANCE WITH SECTION 80U AND 20 1 1 2 2 2 3 3 4 FEW ETER EDGE ZONE R b h 6 f2 6 O 6 h 6 12 6 h 6 h 6 f2 � o � 2 THE TIQi1SS SHALL HAVE A BOTTOM CHORD PITt24 LESS THIN 2:12. 5-'a 24 1 2 2 2 3 3 4 5 N:ATTIC SPACES SERVED BY A HXtn STAR bH4L1 BE DE54GNED 70 SUPPORT THE MMMIM LITS LOAD 28 1 2 2 3 3 4 5 5 16 i 12 6 12 6 12 6 12 6 12 i 12 6 12 6 h SPECIFIED FOR SLEEPING ROOMS 32 2 2 2 3 4 4 5 6 24 6 12 6 tt 6 S i D 6 12 b ti 6 1i i 12 36 2 Z 3 3 4 5 6 1 Table 301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 12 1 1 1 1 2 2 2 2 °°�"°"�'""'" °'"�°'°"'� 16 1 1 1 2 2 2 3 3 SMEAiMNs SIZE RA M9VtI lbs SPACING tint of ed C MMON NALb or lod Box NAL.S TABLE 8301 20 1 1 2 2 2 3 3 4 (TM2isi,°W P6t SUPPORT M ALLOWABLE DEFLECTION OF 9TRIGTURAL MEMBERS bF 6:12 24 1 1 2 2 3 3 4 4 b*OR e6 SIEATMNG U-24 2 2 2 2 2 2 2 2 28 1 2 2 2 3 4 4 5 32 2 2 2 3 3 4 5 5 60 LAI r"SME I" 11-24 a s s s s s a a STRUUiURAL hIB�RS PLLOWASLl:171�1'bC'TION 36 2 2 2 3 4 4 5 6 RAFTERS HAVING SLOPES GREATER THAN 5:12 E-NAL SPACING AT PANEL ETx.Ee cw WITH FINISHM GEILIN6 ATTACHED TO RAFTERS LA60 16 1 1 1 2 2 2 1 3 F-NAIL SPACING AT NtmtmATE SUPPORTS N TIE PANEL FEUD ou 20 1 1 2 2 2 3 3 3 t- MR MALL eIEATI0a e1RMN 4 fW OF IMI¢CORM,TIE 4 FOOT PERtE1ER EDGE ZONE ArrACH'F3R tEaUFMI NM SMALL BE USED, ,-*• INTERIOR WALLS AND PARTITIONS HA60 142- 12-.V 24 1 1 2 2 2 3 3 4 2.-TABULATED C NCM O,G NAL SPACM AeL'IM SWAiMNG ATtA0W Sne FRt1NG &M Co LOA3 FOR Me"1 EFl7E7'rb W N VA gita^TLE NAL SPAcl GW SMALL FLOORS L/3G0 28 1 2 2 2 3 3 4 4 BE F&DUCED to S,tM1atE6 Of. 32 2 2 2 3 3 4 4 5 1-EOR EXMFWR PANEL 800 GALVANM Dox NAU SMALL OE PE WJVD To eE NC61rN W FOR COMMON NAU PLASTER and 5TUGG0) FINISHES ONGLd1DIN6 L.l360 36 2 2 2 3 3 4 5 6 4-TABULATED NAL SPACINGS AMM A MMZ*4 LOCATED N ExPOS W 15 w 'LO CEILINGS WITH FLEXIBLE FINISHES ONC41VINO L -TABULATEED coNNECTION REQu �g SHALL BE PEiNhtl MED TO BE A MILTTPI-ED BY 01m FOR I12,AMING ¢ o - 6YP5uN�� ) L/240 Nor LOCATED WITHIN a MEET of I3U� I DIL'G coaNERs C 0 N N E C T 1 O N AND NAILING SCHEDULE z a v- Xn co Co Lu 2.-TABULATED RIDGE CONNECTION LOADS ASSUME A BUILDING LOCATED N EF00E t3 ALL OTHL1z 57RUGTURAL NIRS FASTENERS DOUG-FIR LARCH/50_PME UPLIFT 5Pt�1)GE-DME-FIR UPLIFT S � � L/140 3-TABULATED CONNECTION RE:QURREMENTS ARE BASED ON TOTAL.UPLIFT MINUS 0A of THE ROOF ASSEMBLY UPLIFT ALLOWABLE LOADSI2 LOAD ALLOWABLE LOADSI2 LOAD O O� l � O EXTERIOR WALLS-WIND LOADS° WITH PLASTER , HBO DEAD LOAD(m.6 x 10 perl AVERAGE LATERAL WITH LATERAL wrn4 OR STUCCO FINISH 4.-TABULATED CONNECTION REdI1RE7'ENTS ARE BASED ON A h NOH RIDGE STRAP SPACING,FOR imn;;o TO t0 TO ULT �-� (133/160) 8d x 14 UPLIFT (133/160) 8d x 14 RIDGE STRAP SPACING,M ILTIFLY THE TABULATED VALUES BY THE APPROPRIATE PILTIPLER BELOW M D Ga FTEW PLATES STUDS 1133) (160) F F (133 tILl60I 1P33) (I60) F F (13NAILS E60) �S 4c EXTERIOR WALLS-WIND L.OAD5° M114 OTHER BRITTLE i IN15HE5 �`b RIDGE STRAP eeACM6 00 b kr 192 24 48 1 2 I � L I C EXTERIOR WAL15-NUND LOAVS° WITH FLF�XIBLIE FINISHES I.Mod i LIL.TIPLIER IM LS3 Lam 2,W 4,W 0 18 6-Sd x I� 4-8d --- iM 49m SW 485 165 455 400 400 45 140 310 LINTELS SUPPORTING MASONRY VENEER WALLSo 1../600 W 18 5-8d •-- 5-8d Im40 335 335 --- --- 335 230 230 --- •-- 230 5,-u>EIEt iHNE TABULATED NJMBER of NAILS REQUIRED N F�4cE4 END OF iFE STRAP 5 EGIIAL t0 I AND THE Date. UNG ATTACHED N ACCORDANCE HATH TABLE 31,THE RIDGE STRAP AND ADDITIONAL NAILING r, NOTE:L=SPAN LENGTH,H=SPAN FE16HT � 1425 iS 5-8d 5-8d ... 1300 415 45 150 50 415 365 365 130 130 365 1x626.1 1 A FOR THE PURPOSE OF THE DETERMINING DEFLECTION LM HEREIN,THE M LOAD SHALL BE 6.-LINEN A COLLAR TIE IS USED IN LIEU OF A RIDGE STRIP THE MMBER OF fod Cor1MON MAIL$R A*eD PERMITTED TO 8E TAUX1-]N AS 0.1 TThEB THE COtiPONENT'AND CLADDING(ASD)LOADS OBTAINED N EACH END of THE COWU�AERRTE NOT I ETH�1E TABULATED Ch1�3ER OF 8d Cd?10N NAILS N A N15A 18 5.8d 5-8d ... 1193 b00 600 Ulm 110 480 520 535 Ulm Ile 4W Drawn By. FROM TABLE F-MV21 ?ARIA IIID N�BE� R OF Imd B NAILS IN A STEEL STRAP. 93 OF THE QLLAR TIE NEED Not EaCEED THE *FOR CMITILEYER MEMBERS,L MALL BE TAKEN AS TWICE THE LENGTH OF THE CANTILEVER N3 18 4-8d 4-8d ... 1433 455 455 125 I60 415 320 320 105 140 29m E. MOLTER t-I-V4 2m GAGE RIDGE STRIP SHALL BE OF ASTM A653 GRADE 33 STEEL.OR EQUNA.D C.FOR MILT CO ERS,NOT SU PORT)TGS OR PANELS USED I ROGfB OR ANTUUIALLS OF SWROOM AppiTi0N8 H4 20 4-8d 4-W --- 444 W 360 165 160 360 235 235 140 135 235 PrO���� OR PATIO COVERS,NOT SUPPORTING EDGE OF GLASS OR lSANDUICH PANELS,THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/BO FOR CONTINUOUS ALU•iUN STRUCTURAL MEMBERS 201-1-2-1 SUPPORTING EDGE OF GLA-%THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED LATS FOR F15 iS 4-8d 4-8d --- 1485 455 465 llri 200 4% 265 265 Imm IEm 265 EACH GLASS LITE of L*0 FOR THE ENTIRE U34STI4 OF M MEMBER UX40EVER IS MORE STRINGENT FOR SANDWICH PANELS USED M ROOFS a UALLS OF GUNROOM ADDITIONS or PATIO F5A 18 3-8d 3-8d ... 1500 350 420 I5 180 29m 245 245 IM to 110 GONERS.THE TOTAL LOAD DEFLECTION SHALL.NOT EXUD LA2m D.DEFLECTION FOR EXTERIOR WALL WITH4 INTERIOR GYPSUM BOARD FINISH SHALE.i3E LNI TED TO H6 16 --- 8-8d 8-8d 3983 915 so 650 --- --- 185 820 560 AN ALLOWABLE DEFLECTION OF H/18m. --- Sheet- E.�TO SECTION R103B2. 1I1 16 4-8d 2-8d 8-8d 299) 930 985 400 --- ... 800 845 345 --- --- HB 18 5-IOd x 1 5-bd x 114 --- 2422 620 145 --- --- --- 530 565 --- --- --- H91CT 18 4-05%x 115 5.05%x 14 --- 2811 815 815 680 115 --- 155 125 680 115 --- r -- 1410 18 8-8d x 114 8-8d x I V2 --- 3135 905 SW 585 525 --- 180 850 505 450 --- U 141OR 16 8-8d x 14 8-ed x 14 --- 3135 W5 990 585 525 --- 180 850 505 450 --- M-2 18 6-10d 6-10d --- 2441 160 160 455 3% --- 655 655 39m 340 --- HIZ IS 6-16d x 2 4 -Ibd x 2 U --- I WM 830 830 525 %o --- 15 15 450 655 ---