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HomeMy WebLinkAbout43680-Z n—M, gUFFOd,t Town of Southold 6/12/2020 P.O.Box 1179 o 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41173 Date: 6/11/2020 THIS CERTIFIES that the building ACCESSORY Location of Property: 295 Park View Ln, Orient SCTM#: 473889 Sec/Block/Lot: 15.-8-14.5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/1/2019 pursuant to which Building Permit No. 43680 dated 4/25/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory four car garage with lift to unfinished attic storage above as applied for. The certificate is issued to Chiaffietelli,C&A of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43680 2/4/2020 PLUMBERS CERTIFICATION DATED tho ed i ature ®�Syf'rcoTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE Py .. 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#: 43680 Date: 4/25/2019 Permission is hereby granted to: Chiaffietelli, C &A 22 Morton Ave East Rockaway, NY 11518 To: construct accessory garage as applied for. At premises located at: 295 Park View Ln, Orient SCTM # 473889 Sec/Block/Lot# 15.-8-14.5 Pursuant to application dated 4/1/2019 and approved by the Building Inspector. To expire on 10/24/2020. Fees: ACCESSORY $578.40 CO -ACCESSORY BUILDING $50.00 Total: $628.40 Building or � \/ f I'" Form No.6 TOWN OF SOUTHOLD 21 , BUILDING DEPARTMENT / `J TOWN HALL 765-1802 o3 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 a� Date. New Construction: Old or Pr -existing Building: (check one) r Location of Property: QSS_ House No.. I Street 1 Hamlet Owner or Owners of Property: A4 (2kiv4d_ `� �G_PI -L4 1 Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. q����Dateof Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Certificate Final Certificate: ✓ (check one) Request for: Temporary Fee Submitted: $ �lJ Applicant Signature o� svey®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.deviin(aD-town.southold.n us Southold,NY 11971-0959 y' ®lyC®UNTV,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To, C. Chiaffietelli Address: 295 Park View Ln city Orient st: NY zip: 11957 Budding Permit# 43680 section: 15 Block 8 Lot. 14.5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: East County Electric License No: 1005-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Prop Duplec Recpt 19 Ceiling Fixtures 4 Attic Exhaust Fan 2 Service 3 ph Hot Water Prop GFCI Recpt 4 Wall Fixtures 3 Smoke Detectors Main Panel 100A A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceding Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 7 4'LED 10 Exit Fixtures 11 Pump Other Equipment: 240 Welder, 240 Car Lift, Elevator, 30 Circuitr Panel w/ 23 Used Notes. Four Car Garage Inspector Signature: Date: February 4, 2020 S. Devlin-Cert Electrical Compliance Form.xls v� Zapf SO&T,�° # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1 ST f G SCJ ] ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Com+ f O C w DATE INSPECTOR U/ _ `�� oFsou # # TOWN OF SOUTHOLD BUILDING DEPT. • .moo co765-1802 INSPECTION ' " [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [/] FRAMING OUNDATION 2ND [ ] INSULATION [ /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL,(FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE )'l l INSPECTOR * TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 IINSPECTION [ ] FOUNDATION 1ST [ ] RO H PLBG. [ ] FOUNDATION 2ND [" ] SULATTION/CAULKING [ ] FRAMING /STRAPPING [ FINAL" Ae 6#4,�e, [ `] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL-(ROUGH) [ ] ELECTRICAL (FINAL)- [ ] CODE VIOLATION [ ] PRE C/O REMARKS: C, e4AAAA DATE Y 14 J _ _ H 0FSOUl # # TOWN OF SOUTHOL-D BUILDING DEPT. `ycou765-1802 INSPECTION S [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND j ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [. ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL�(ROUGH) M ELECTRICAL (FINAL) [ ] CODE VIOLATION [(�] PRE C/O REMARKS: DATE Jff INSPECTOR Or r I � t f a Y ' i e 4 a r a f � 4 yam. ti FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) y ------------------------------------- 'FOUNDATION (2ND) � llyliq -1 ), #^- is ov ylMA fm WN/ ROUGH FRAMING& a PLUMBING P't ( � "1 INSULATION PER N.Y. STATE ENERGY CODE ca=:- d!N Dim- -W FINAL Q, Ez A)DTTIONAL COMMENTS '2s- Q, 3 a� Bio ,�,o 0- �Z o EF�a�3 5- nYa An L4 Pro C Q iG d H t; —jTOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST 13UItDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 (1) Survey. SoutholdTown.NorthFork.net PERMIT NO. W Check Septic Form N.Y.SD.E.C. Tmstees Flood Permit Examined 20 Storm-Water Assessment Form Contact Approved 20 Marl to: Disapproved a/c Phone: 2 / Expiration 204,5q32- J ® �-�j� j � Buftbkamfector DD APPLICATION FOR BUILDING PERMIT APR — 1 2019 Date__A 20 I INSTRUCTIONS Ir.UKEQ i atrf�n MUST be completely filled in by typewriter Orin ink and submitted to the Building Inspector with 4 scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant Such a permit shall be kept on the premises available for inspection throughout the work e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. £Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.Nno zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension ofthe permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.Time 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. /) rV , 1,4 J Ii j (Signature of applicant or narh,if a corpdAon) i (Mailingess of applicant) t ti,st� State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises cu" f --a, (As on the tax roll or latestdeed) 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: HouseNumber treet V QHamlet County Tax Map No.1000 Section �f�-3 � � Block U Lot l Subdivision Filed Map No. Lot 2. State existing use and occupancy ofpremises and intended use and occupancy of proposed construction: a. Existing use and occupancyez i c a - b. Intended use and occupan c 3. Nature of work(check which applicable).New Building Addition :Alteration Reps Removal Demolition Other Work j �� meson) 4. Estimated Cost i _ i v 6 Fee - (To be paid on filing this application) 5. If dwelling number of dwellme units Number of dwellmg units on each floor If garage,number of cars_ - 6. Ifb alness,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions ofexistirg structures,if soy:Front Rear Depth Hewd—NMber Of;3I'Mies Dimensions of sante aftuclumv.A&alWabwm or addftm Front Rear ffl'� Itil��� 8. Dimensions o(errtim new construarKyrr:Front t Rear -410! ` Mat ?.� NwnberofStories ,-I _ - - 9. smMatot irrornt ��'l ---- Imo' � Depth 10.Date of Purchase Name of Former Owner } ;t i1...7cne to �">iict irr ��are sited I2.Does proposed construction violate any zoning law,ord'nanc'e or regulation?YES_ NOy 13_Will lot be re-graded?YES---NO /Will excess RD be removed from premises?YES'ji-NN0 la-Mbr'�o�/''_ 14.Names of Owner of premises w 01.nALKAddress ?%c4..•v-4 t d tk-Phone No. �'1E 940 q�3 7 Name ofArchitect J Address V �- %b Phone No _ 3 1-76 2 S _ 0 r3�x 6 t6 Name ofConiractor Address 36S Ef k 4—Phone No. 651 #9q Fs 4 3 t s o.,kt•z� Ge C3-• _ N n4o3f 15 a.Is this property within 100 feet ofatidal wetland or a fi+eshwater�etland?$YES NO V *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet ofa tidal wetland?*YES NO %-/ *IF YES,DY-C.PERtvM MAY BE REQUIRED- j6. EQUIRED16.Provide survey,to scale,with accurate foundation plan and distances to property Imes. 17_If elevation at any point on property is at 10 feet or bedor-,must provift topogrgMcsl data on survey. I8 Arethere my corms and restrictions with respect to this property?*YES NO #IF YES,PROVIDE A COPY. STAT£OFNI-15T;'YOR O SS: COUNTY OF�, being duly swoii deposes aadSUB tlran(S)heisthe aPPuMr (Nemeofindividudsigaing )above named, am Y � (S)He is due - --- - 01-. o (Contractor,Agent,Corporate Officer,eta) �og,g n+ of said owner or owners,acrd is duly authorized to perform or have performed the said work and to make and Me this application; ia that all statements contained in this application are true to the best of his knowledge and belief-,and that the work will be y performed in the maunerset forth is due application filed therew k Sworan beforeme this U Q m �t day of 20 c( Notary Mlic signature o- ppli- l Scott A. RussellSUS VI$OR MANAGEMENT �T SUPER isK_ I��ICA\1�A\G�EI��][�E1�SOUTI-IOLDTOwNHAT7'-P.O.Box 1179 Town of Southold 53095 Main Road-SOUTHOLD,NEWYORK 11971 'j'O CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) DOES 3FIIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No E]d A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ,❑[3/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. ❑[�f/E. Site preparation within the one-hundred-year f loodplain as depicted Fon FIRM Map of any watercourse. [A . Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan-was receiv-ed__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 wit6your Building Permit Application. S.C.T.M. #: 1000 Date APPLICANT (Property Owner ign Professional Agent,Contractor.Other) D trict NAME: tt ni Section Block Lot i5 �.rd FOR BUILDING DEPARTMENT USE ONLY '` J /t Contact Information dry6vrc Vumhrl Reviewed By: - - — — — — — — — — — — — — — — Date: �� Property Address /Location of Construction Work: — — — — — — — — — — — — — — — — ElApproved for processing Building Permit. Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required. (Forward to Engineering Department for Rer•iew.) FORM " SMCP-TOS MAY 2014 APPLICANT: S.C.T.M. 1000 C�,)l CHAPTER 236 (Property Owner,Desi P siona r�t ct T.Other) ``�'� Stormwater Management Control Plan CHECK LIST �, Section Biock Lot i S M C P. -Plan Re uirements: Provide ONE co of the Buildin Permit A lication. NAME: = CL q PY g PP* Thea licant must rovide a Com Tete Ex lanation and/or Reason for not rovidine � _` all Information that has been Required by the following Checklist) providing $IgnalUr TelepA e m n 1 Al 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YES NO NA if You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage. c. Existing-Natural &Man Made Features within 500 L.F. EROSION of the Site Boundary as required by§236-17(c)(2). Shall include but no d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water. A well maintains onS rUG , e. Limits of Clearing& Area of Proposed Land Disturbance. Wire Racked Silt Fencing, sta i iZ f. Existing& Proposed Contours of the Site (Minimum Z Intervals) Seeding Of exposed and/or inactive soi s. g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements&utilities. h. Spot Grades & Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. L-Ontact 105 ngineering at /65-1560 before j. Location of proposed Soil Stockpile Area(s). Backfill, OR Provide Engineer's Certification k. Location of proposed Construction Entrance/Staging Area(s). that the drainage has been installed to Code. 1. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the Stormwater improvements are sized to capture,store,and infiltrate ��O on-site the run-off from all impervious surfaces generated by a two V)inch > rainfall/storm event. 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion &Sediment Controls. b. Construction Entrance &Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e infiltration basins,swales,etc.) ****FOR ENGINEER G DEPARTME USE ONLY**** ❑ Additional Information is Required. Stormwater Management Control Plan is Not Complete. Reviewed & L — - - - - - - - - - — — — — — — — — — — — — — Approved By: j Stormwater Management Control Plan is Complete, „Z, -t I ® SMCP has been approved by the Engineering Department. Date: FORM ;1 SWCP Check List-TOS MAY 2014 �ofF01Ir BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o Town Hall Annex - 54375 Main Road - PO Box 1179 00 - Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cDsoutholdtownny.gov - sea nd(�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail information Required) Date: /.2 9 Company Name: j!�S 1 C 6 0 f\-T E lI,-C,—>-kC Name: 0S►F-R- License No.: /6 O5 -M t--- email: bru Ci ®S—Q---dZ-e In w, t • CCo m Address: 073®cD (a\e.vtr, -Rb Phone No.: (o,3t 7f0-T '6a-3 JOB SITE INFORMATION (All Information Required) l- Name: Address: 0- OWE- Cross WE Cross Street: ( v .1"„ --Tg \rPV-' ar\z-: Phone No.: 2 3 2— Bldg.Permit#: ���(��I- email: Tax Map District: 1000 Section: 1 Block: Lot: I t BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle ACI That Apply: Is job ready for inspection?: CEIINO Rough In Final Do you need a Temp Certificate?: YES NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect - Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form As } APPROVAL OF STORMWATER MANAGEMENT `l /I CONTROL PLAN -Tow de Ch 3 X NE '' Date: '� -2'f-19 Approved by: i 588°51'40"E ODD O'CONNEI I A $C H17ECT RC �— - TODD O'CONNELL,AIA - - 1200,Veierans Me oi�lHigl�wa 1 'Suitt I;'20, HAPPPa-g881 •, '�r N NORT1-i �PrP{6 1;)frSQ-f656 ; 6 EROSION &SEDIMENT CONTROLS I tJ Shall include but not be limited to: 1 fi�, = .30. O A well maintained Construction Entrance, Wire Backed Silt Fencing, stabilization & 1 DIST. I weeding of exposed and/or inactive soils, 1 r �- E I ` 10.5 o.o' pRAINAC9E INSPECTIONS ARE REQUIRED [� v� }—� �3 . __ _____-r _ __ _ Contact TOS Engineering at 765-1560 befor 1 — � a �,' o�Z -- --------- -------- ---- --- - -- - ---- w Backfill, OR Provide Engineer's Certification o �. p'� ° has been installed to Code. aF� 1 5 2019 b that the drainage 5 \ j TOWN O soumoZi- o,e 1 t 1 _ ` m \ a ONE STORY i " FRAME ISE i N 8'40 x 5'DEEP 1 0 DIW DRYWELL 1 1 Z # Z N % �.0. z j 26.0 V` ,' u1 OWzw �DYV ylu —TIL zZWw ONE STORY $ 1 1Z rr Q V=p= (A - 6ARA6E Z W u N Z O F-LL In W I EXIST.1 �O LamZ-Luj;°� PROPANE TANK ~w 4 m /J t` N W D Z>O a W ZnNLU 1- \TY POLE METER ;3-W;oWwVQQWQ — —���— — — -- —� V OWOwEQ�s On x W V LU �- �8P°04'30"W \ �� �w n-—i to W o� m S C.D.H.S. REF N0. R10—b6-0102 N SURVEY OF PROPERTY ;i hnY SELL O AT ORIENT 7T- 10 TO WN OF SO UTHOLD SUFFOLK COUNTY, N. Y. c LU , 1000-15-08-14.5 ° SCALE.- P--50 (DWELLING) SEP TEMBER 20, 2006 (VAC fie) (DV'=LLING) OCTOBER 13, 2006 (REVISION) (DWELLING) OCTOBER 24, 2006 (PROP-HSE) LU " OCTOBER 30, 2006 (SEPTIC GRADING PLAN) Im APRIL 13, 2007 (REVISIONS) LL:C3 ►ELL �;, ' SEPTEMBER 12, 2007 (PROPOSED HOUSE) PARK VIEW LANE OCTOBER 10, 2007 (FOUNDARON LOCATION) AUGUST 26, 2008 (FINAL) EDGE OF PAVEMENT ` REBAR IV SE °ce, S88057'40'E 261.78' /`=BAR ZONE X Z TEST HOVE r ►S : N jL. iaa' srQ►1�R ,ti'' ° \so.o' a GRADING PLAN Zq t 0 19.0' rn { r,, 4" APPROVED Uf. �/� n ..r ► �_ ,F,F: EL. 14 PIPE ONE AE • o B VZtgED GRADE EL. SEL 9,? \s�' 4.0' 1MNG 1 2 �9 28.1' `n + GROUND WATER E1,1.o' GRA VEL � � � PROPU-0.S�Q-:.SEPTIC SYSTEM — a UNDERGROUND O , [3J 8 FT. DIA.X 4 FT DEEP PRECAST CONCRETE LEACHING POOLS ee. � °PTAR�ANf � z 2 PIPE [111,000 GALLON SEPTIC TANK. ' UTILITY POLE wELL w+rH McIER TO BE BUILT TO SUFFOLK COUNTY DEPARTMENT OF Q PlPf $0600430 { HEAL TH SERVICES SPECIFICA TIONS. C I I (DWELLING) STATE OF NEW YORK (WELL & C.F', 150,+) (VACANT) TEST HOLE DATA •5 McDONALD GEOSCIENCE A n e� SEPTEMBER 15, 2006 LP 3 37.6, 481 k� 'I EA=52,235 80• FT, EL. raa' BROW surYLOAM OL 1 am familiar with the STANDARDS FOR APPROVAL 2' ,'TNI) CONSTRUC77ON OF SUBSURFACE SEWAGE ,)ISPOSAL SYSTEMS FOR SINGLE FAMI4 Y RESIDENCES '� OF Nell/),PALE BROWN SILT ML 'C�'' ranch will abide by the conditions set forth therein and on the 5r�j �E �"5,� s' hermit to construct. BROWN &L TY$AND W7H 2OX GRAVEL SM ' N9' The, location of wells and cesspools Shown hereon are WATER IN PALE PROW SILTY SAND H1TH 20X GRAVEL SM - rorty field observations and or from data obtained from others. Y. LIC. NO. 49618 jo, iN Y AL TERA 71ON OR ADDITION TO THIS SURVEY IS A VIOLATION P.C. OF .5EC110N 7209 OF THE NEW YORK STATE EDUCATION LAW. 631 765-1797 ELEVA TIONS REFERENCED TO N.G. V D. -.XCbPT AS PER SECTION 7209–SUBDIVISION 2. ALL CERTIFICATIONS - WA1FR IN PALE BROW FINE TO COARSE SAND SW ;XREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P. kTj �r. FLOOD ZONE FROM FLOOD INSURANCE RATE MAP 5,416 MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR SOUTHOLD, N. Y. 11971 T '—��6 MAP NUMBER 36103CO088 G MA Y 4, 1998 IVHOSE SIGNATURE APPEARS HEREON, Monday, March 4i 20-19 : Chapter 280. Zoning Article Ill. Agricultural-Conservation (A-C)i and 'Lows-Density Residential - 7 R- 1� -R-20G and R-4- 00 Districts 280-15. Accessory buildings and structures. [Amended 4-10-1990 day-LI. No. by L-L. No. 14- 1,490; 2-5-1991 bar L.L. ©. 2-1991; 12-22-1992 by L.L. No. S3-1092; I- 16-2W7 - 16-L�'�`7 by LL. o. 2-2007;4-22 L by L.L. . 3-2008 4-24-2018 by L.L. No. til-20181 In the Agrkx�-Conservation District-and Low €si Residential' R- , R-120, i-200 -Arid 8-400 Districts, accessary buildings and structures or other accessory uses shall be meted in the required-rear yard, sWect to the following requilremarits: A Buildings with a flat or mansard roof shall not exceed 16 Ifeet in height-and shall be set ba -at the minimum required for a slopinig roof. B. -l3u'd gs-with a sloes roof shalt be surto the following~height and sack firnitations: Maxi"Mum setback for side Lot Ske ffwgm aravor PeOVW_Yard (square feet) Iftet) (fit) Less than, 10,€ 00 18 3 Min'inka Maximum Setbaek for Side Lot Size Heght and/or Rear Yard- 9(sgaare feet) (feet) (feet) -Less than 10,000 20 5 -Less than 10,000 22 10 40,000 to 19,999 18 5- 1-0,000 to 19,999 20 15- 10,000 510,000 to- 19,999 22 20 20,000 to 39,999 18 1-0 20,000 to 39,999 20 15- 20,000 520,000 to 39,999 22 20 40,000 to 56,999 C�2�23 S� 22 (:15 60,000 to 79,990 22 20 80,000 and over 22 25 C. Such buildings shall not Exceed 1,000 square feet on lots 6r5-c4G-a- containing containing up to 20,000 square feet and shall not exceed 1,200 square- feet-an lots.-20,000 square feet to- 60,000 square feet. On tots over 60,000 square feet, no accessory building shall exceed 3% of the total size of the parcel. '4a6z'A8s°� U. .Dormers are permitted on accessory buildings- up to- $0% of the s-2 6S roof width. This restriction shall -not apply to buildings -receiving a certificate- of appropriateness from the Town of Southold Historic Preservation Commission pursuant to Chapter 170 of the Town Code. E. Any accessory structure that is not a building shall not exceed 1 8 feet in height and shall be set back at the minimum required in Subsection B above. V in the case of a waterfront parcel, accessory buildings and structures may be locates/ in the front yard, provided that such buildings -and structures meet the front yard principal setback requirements as set forth by this Code and the side yard setback requirements for accessory buildings in Subsection S above. ' - -I - I--,- �- i -• t- i -- -`--��� � I- ��-„�..,..� 4�''�..",1, ' a�e'c'���m� �+ � �� l`"�' 1� - � d3r��'.,����"� '�„�' � _ --- � � rLS.l� .�.v•-, - '--`--I--- i- -�-T 'I- - -i - i-----I ?J"'C$,1 -� - � --- `- - I -- �- r- -i - �` -p�l' � --I, �,' �,}�- i_ _,I -, ,/LSP } i I ,_ �, �'�' , I I - , ,�___ .__I - i I I i i 1 ! I_ _ _ _ j-._ _• _ _ ___� _ �_ __' _ „_ ill__ � 1 ' 4o-` ,i� I�� 4W F�I, - -l,��_ - �.1^—� Yf P''•' �' ' dr _- - I _� , ._ � I _-1 � 1 — - I • ®��pF SOUr�®l Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ® �� l�C®UNT1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD December 16, 2019 C & A Chiaffietelli 22 Morton Ave East Rockaway NY 11518 Re: 295 Park View Lane, Orient TO WHOM IT MAY CONCERN: The Foll wing Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Electrical Underwriters Certificate R.0 CI C( ®E,l ate A fee of$50.00. , Asp Final Health Department Approval. Nn Plumbers Solder Certificate. (All permits involving plumbing after 4/1/ 4) Trustees Certificate of Compliance. (Town Trustees#765-1892) `1 Final Planning Board Approval. (Planning#765-1938) 4 Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT —43680 —Accessory Garage _�_, �_ nupsJJ�al�xylitts.com/platfomi lifts. 889-317-7203 GALA,XY Vertical Platform Lifts Residential Platform Lifts Galaxy VPL As are ASME 18.1 compatible for human transport. Rest assured we have taken every safety precaution to make sure you feel safe and secure with our VPL lift. Engineered with safety in mind. Our SDS system will stop the lift within 1 inch should any part of the lifting mechanism fail. 1 Our gearbox is a double reduction gearbox that will not slip or move without power from the motor. The highest rated gearbox in the industry. Our head assembly has a third added bearing in the center to eliminate any `bowing'that may occur due to the weight distribution during the lifting process. ASME 18.1 compatible under Chapter 5 Residential VPL 2014 Code. DUAL•MAST 1000 LB. LIFT G E FIF 3 i 1 G � ARROW BRACE .Mlb .uay.owv ATE rsIDE)ELEVanoau „ A B C D E F G c =. nI J - --uFrELEvaTr W =MX uyo LflEfff Rap pa® 9MUM I AW7YL �{W "Ottw ®OEYf Iff101 �P6.INf �IYLI�NIrCYlU111Q61691tl'ON61ML11/mEUI�iY� QALOuC •POfttlliDOy58alt WI/O➢NW11ULm6a • MImMLI®1! O .uar o e.oumaw:mrwfor ro oPmsWtt» a� La'ST. ,WE E WfYmfBMQ6�J Q"!' ANNEBR10E P EAHE9.MNIImq a �� lRrodt70®116p : O MROFP*MNWT0 �.EL c m o�ntalr of T Eca�o�AwFui7NL9FAQlafJq®ISTAr(�tOY>DIEVELWLL n.Pe.b ammem YI PmI71K19tg3 r.UHSTAMAV671mL000L-MUPK3.W-MMWMGWrPEltW42D! Pa11Lifl0ammm MM1=2 15. aaawl.aa ury+sr o.ro }tl bOILaY� - m WARM ENGINEERING eaE®mwle _:•s.i r.t.. •:,i`..-�. b, �uEn n am CARGOUFrPLAN MVECTION PLATE DETAILSANDS BASKET ALS BASE as.MW I'OW—, 7QARPl.aL"u•=. Hata�f �a�ne.v OW.tII.AnM�'+IPrRmNSLLCbR.MUFyMe�Og4�'ss�r E. 3 fWlgk/ebD�CYoaG�f.�^sNtel.®�.L 4i�DObatl��lt�n `�� Spedifioetions ASME 18.1 compatible for Human Transport Max Height: 14 Feet Lift Speed: 14 Feet/Minute Lift Capacity: 1000 LB. Basket Size: 54 %a X 54 %"X 88" OD 5 Inch Engineered Beams Engineered to withstand 140 mph wind Double Reduction Gearbox P14form 0ifis-Galaxy Lifts https:/Igalaxylifks.com/plafform-Mft.pb Stainless Steel 1.5 HP Motor Pan Switch Two Stop Control System Two Call Station Controls Indoor or Outdoor Use Proudly Made in the USA Features Safeguard Deterrent System©(SDS) Anti-skid Flooring All Aluminum Construction All Stainless Steel Hardware Dual Stainless Steel Aircraft Cables Triple Bearing Head Assembly 5 Year Construction Warranty 1 Year Warranty on Electrical and Mechanical Parts In Basket Control Panel In Basket Hand Rail ;'', 'a„'li„�•'=i,",rr;lt'��a' • ^,}i' ei ,+,,1,• „ ^ „ , ` s _ F, - . s,_ - ; e.^`<<t•1[„ r,,,t>P�� :rirar�,;` 'I, . . .w, .,��,, ,,d t4,.i �, ,�v�/ qs'�;,:. , ,r"`• rc .',r�;} Y78V11S' ' �7 �,` W r tom. �44®Qtl4k a A�, � X40 .r VORFC I sglt+ 6t i GV atton` >' SE][tI� 'k 't 1`l`�'`,l ` (pr WEi11a1RPd ft 7¢156 ,,, L'�. •'�''" , ._ . 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N ,, PARTS AND PIECESRETAIL , CQD '1'A2O11 BOX 9WHLS RWTAIk,,:.;EF 'LIFT ORDER RETAIL y;ry 1"Cable Gland $4 $7 F? 1M2S Single Motor Up/Down ( $235 °IN Gearbox(90) ! 1%?"i`�thle CYlttutlr$3 $5 tP 1MM Sin;;lc Motor Ma ritte $2 3� Lintit Switch (LJp/Do%n•n) Nlotot Toggle' switch $1,5 a, 1103S Sin#;k• Motor 3 Slop $ 1() �; , Leeson I I IP Motor1';tutu i A'Itisht'ncntl Mlitott $00 6' .�',�1'1N11 Dual klotor Ind oils $300 �;., 1l�'12"', Control Itox with l kcillow ( 1 1 4,!v rEye Bolt $15 :.l\41tr1'J'Ilttatl ivloutr'1'ill $;�()U ' Hinge/Latch Set tone Gate) iGearbox 90 $450 I VOLTAGE : 220V 1 I UV LIFT ADD ON'S AND UPGRADES Gearbox with Hand Wheel $400 $550 ;;*` RENOTES ial� Leeson 1.5HP Motor Glass Standoff $6 $9 '!s Up/Down $35 $w) 3 Stop Hinge $20 $35 a 3 ,lop 1:e•uwtc $35 $oo N+,) Additional Gate 'I_ Interlock Key 161 $30 $45 :, CONTROL BOX PARTS AND PIECEPIECE ','� Call/Send Station AND € Interlock (Gate Door) $450 K $750p• Contactor $20 $:1,:; I)c•c•k (i7tc wit h ttcrtoch { f ,'S J Interlock Gate Door 's Top Latch Black $25 $35 Gel Pad $25 h:' ( / ) tij �" ' � Top Latch Zinc $18 $25 �� Gontroi 13o�trcl (lip/llowu) $60 $fiU ���, Mounted Lift Control ' ti $ I:)U Pan Switch Vit( Lttclt Staltxlt,rcl $30 $`l5 ,: ('ottirol l)crucl (., lop) 90 yl k ; L�i`� h�M•' F I'vos it 11-11'Mo(or $300 $IU() ;;. Tuillsfortner $20 ;);=>:i Remote 4' ' ;., , Leeson 1.,9FlP Motor $400 $500 CUSTOMER NAME �k%1 :?1'', � 1:t�;s-ti ::4 • "�;E VOLTAGE, ���v 1105T �r Limit Switch $60 $90 ADDRESS „�,..,�.,_ t � �r?; INSTALL DAY � °. �:` TRAVEL DISTANCE ' � ' �•J Litatil5tq'ilc,h l,rttelcc`t $22 ;),,.0 r:u�t - ,V� 1'hoio Peaxrt $125 till 5 ,'x<'C?1'1 STATE ZAl' c f SHIPPINGk} 1 ush Button (CTreeu Peri) $60 )+)0 1'wsh Button for Call Stalioti $25 $35 Fit PHONE NUIRBER. Top Coll $3 $0 + kf ;1C',onunon C;arrkt = TZ 96l�.xlcncic<I liey $50 $tiU s IL ADDRESS Contractor yt, fI h I(18 S\viICil $30 $-t5 Customer Picl.l)p w~s r ,;`;.�r=. '."s,^;•-^r<3 rr"r.+a ,ny;� „ti 4s;=+i>a^i.'F.. .{ •,,q,+.;�.�'-,.,•,.,:��:, '�3 fi "'•'F'--' �,. ,. -'.3!> „- wl.. •:s. - .,+;tw. ,x.-'rc, ,"F.- - s aw'Aa.su�`t.r,s:.^ak,ra-.s4SwEa-:sC'�,n�r"�i'.�"�+w.,a„n-aw'n3„��°�s1�,c'lf;�:L�:'+��!'nLs�:r,..•-.':z�s€�`1.�,-4.a�,,'5'7'�✓.,:�,-r.,•:^.F�,n'Y'-'�i:'it-.`:v-;.,.'.rW�^:-mr't�'as�n.'i,C",��„'ul hnr,74,�.bs,�.".'•r'+,3',,.tw,�s:,:l�r”".u.r,�,"^"liism�^•b'�:•;•Ln:.fia'w',`L;a,-�?t;,�d°�",i"vrs,-.M1.',..:hv",w•''7S_Fu''v.''':>•r'v,:wr,.,',t;N�:vi,'�s,".).nV.':.r,'..�,,'",..,,',,,r�,?•;,d7 a<._.,•a,2u:.,�t`<',.r:, ..-.,'"a1Y:,�:*J,`,.4pu'?,�.,x'�,-..r.^rm.�,cn�•:�^_,,,u�,,..:,,.i^.r",;�f,y'"r•v'..�,,;�E"^•.��s-•',.,,aJt.,C.,c.'r+��'.4!,"a'�s`�,wr`.1M'.s,'�,.;•r:aslrrr7,:1p r.�F.1aF:",vrxa>;.:.:-fFx.« ti.r"?:m"".t' uv;f;�>'-b,,a.vY��,r^a'.S~vw+;,rYU,>?W•',,,r,,n•1,':ry.,:.�,c.=.r>r�ri,."nx r.r.,�.I � + , PRINT AND SIGN PRINT AND SIGN I PRINT AND SIGN my signing this doqu!Pont,you are confirming this oedor ay slonlriq th1§document:you ore confinnlpgall p its and pleura ®y sign{ps this document,you ere confirming ail parts and ptocos` ltra9'haonlidagaild'gilpntlspraplago,ip%Irtt;aodesorhipg , uraprosohtoMdcaiuntadforingoodwcrA!ngo gr,: araprasantondhavabounm06lyedljgoj4prdar, GENERAL CONDITIONS FRAMING AND ROUGH CARPENTRY MINIMUM DESIGN DEAD LOADS* AS PER ASCE 7-05 UNLESS OTHERWISE NOTED, GENERAL JOISTS RAFTERS AND STUDS SHALL CONDITIONS OF THE CONTRACT FOR LOAD BE CONSTRUCTION GRADE DOUGLAS COMPONENT CONSTRUCTION, AIA THE CONTRACTOR FIR-SOUTH SELECT 5TRUGTURAL. ALL (psf) /l RK \ / { SHA SHALL APPLY. THE TE OF GTOR 1„IOOD SILLS AND WOOD IN CONTACT G E I L I N 5 S l"t , SHALL OBTAIN CERTIFICATE OF Y I EN LANE OCCUPANCY. SUBSTITUTIONS SHOULD WITH MASONRY SHALL BE ACG. ALL GYPSUM BOARD (1/2-in.) 7.0 \ EXTERIOR SHEATHING SHALL BE I/2 TODD O'CCNNEL NOT BE MADE WITHOUT' WRITTEN GYPSUM BOARD (5/8-1n.) q.0 0 „ r. r F c. z P. C. GDX DOUGLAS FIR PLYWOOD. _ 588 5'140 E AUTHORIZATION BY L ARCHITECT. 5UB-FLOOR5 TO BE 3/4" GDX SUSPENDED STEEL CHANNEL SYSTEM 2.0 ___ 261.'18' THE PREMISES SHALL BE KEPT --'-'- --- REASONABLY GLEAN AT ALL TIMES. PLYWOOD EXTERIOR SHEATHING TO G O V E R I N 5 5, ROOF, AND WALL \ I - -� - TODD O'CONNELL,AI BE COVERED WITH "TYVEK" HOUSE Q AT THE COMPLETION OF WORK, THE ASPHALT SHINGLES 2.0 `-i^ELL• { 1200 Veterans Memorial Highwa 1 WRAP OR APPROVED EQUAL. BLOCK Suite 120 CONTRACTOR SHALL REMOVE ALL WASTE MATERIALS, TOOLS, RUBBISH, STUD WALLS AT I/2 STORY HEIGHTS GYPSUM SHEATHING, I/2-in. 2.0 \ I Hauppauge,NY??788 AND AT ALL UNSUPPORTED EDGES OF PLYWOOD (per 1/2-in.) 1.6 ETC., GLEAN GLASS AND LEAVE WORK PLYWOOD. PROVIDE SOLID BLOCKING 115 P(631)650-6666 BROOM GLEAN UNLESS OTHERWISE RIGID IN5ULATION, 1/2-in. 0.75 - NORTH 1N F(631)650-6667 AND DIAGONAL BRACING OF FLOOR N � : C(51,6)6S$-G?325 SPECIFIED. THE CONTRACTOR SHALL SINGLE-PLY SHEET WATERPROOFING MEMBRANE 0.7 JOISTS AT 8' O.G. MAXIMUM AND CARRY WORKMAN'S COMPENSATION O I 6 { w.-.-.. SOLID BLOCKING UNDER ALL AND GENERAL LIABILITY INSURANCE. BITUMINOUS, SMOOTH SURFACE O UNSUPPORTED EDGES OF PLYWOOD. 1.5 ALL SHALL COMPLY WITH STATE AND INATERPROOFIN5 MEMBRANE ALL GAP PLATES TO BE DOUBLED tr I Cn u. LOCAL CODES AND ORDINANCES. THE CONTRACTOR SHOULD FULLY AND NAILED BOTTOM GAP PLATED TO FLOORS AND FLOOR F I N 1 5 H E 5 END OF 5TUD5. LAP GAP PLATES AT I �.-.\ a GUARANTEE HIS WORK AND THE WORK ' Z,3/I 1 CORNERS. WHERE FLUSH FRAMING CERAMIC OR C�UARRY TILE (3/4-in.) 16.0 I I EXIS/1 OF HIS SUBGONTRAGTORS FORA ON I12-in. MORTAR BED PERIOD OF ONE YEAR AFTER OCCURS, USE MIN. 160A SHEET METAL tST { " JOIST HANGERS BY "TECO" OR HARDWOOD FLOORING, 7/7-in. 4.0 ? �'`� ". ; ` -•, COMPLETION OF THE F'ROJEGT UNLESS APPROVED EQUAL. ALL CORNERS TO LINOLEUM OR ASPHALTTI - HOE SEP 2 ,3 2019 !., , 4. •, �' .. OTHERWISE SPECIFIED. ALL WORK LE, I/4 in. I.O LI I ELO.S Uv) BE MINIMUM 3/2X4 STUDS. HEADERS �•prn SHALL BE PERFORMED IN SUBFLOORING, 5/4-in. 3.0 o.o SHALL BE MINIMUM 2/2X6 UNLESS sus ACCORDANCE WITH GOOD BUILDING - 1 ? ^-�71',^ 7,` NOTED ON PLANS. MINIMUM BEARING FLOOROOD JOIST (no PRACTICES. THE CONTRACTOR SHALL S, Wp taster) 12-in. I6-In. i n ❑ INDEMNIFY AND HOLD HARMLESS THE FOR 5TUD5, JOISTS AND BEAMS SHALL \ �qp BE 3 I/2". USE DOUBLE JACK STUDS JOIST SIZES (inJ O.G. O.G. •�;�;�q 1 OWNER, ARCHITECT, AND THEIR FOR HEADERS OVER FIVE FEET IN 2x6 6 5 6.0 AGENTS AND EMPLOYEES FROM AND LENGTH. 2x8 AGA I NST ALL CLAIMS, DAMAGES, r n l LOSES AND EXPENSES, INCLUDING 2x10 7 6 z \ CA ATTORNEYS FEES ARISING OUT OF OR ASPHALT ROOF SHINGLES INSTALLED 2x12 8 7 tn RESULTING FROM THE I�ERFORMANGE PER SECTION R15105.2FRAME PART IT 1 5 O N I { (n OF THE WORK PROVIDED THAT ANY OF THE INTERNATIONAL RESIDENTIAL SUCH CLAIM, DAMAGE, LOSS OR CODE ALL SLOPED ROOF SHINGLES WOOD OR STEEL STUDS, 1/2-in. GYP. BOTH SIDES 8.0 V / a SHALL BE GAF-GLASS-A ASPHALT FRAM - I \ ONE STORY 1 N EXPENSE (A) 15 ATTRIBUTABLE TO E WALLS FRAME HOUSE ROOF SHINGLES OR APPROVED n &0 x 5'DEEP BODILY INJURY, 5IGKN1=55, DISEASE EXTERIOR STUD WALLS: r ` DRYNELL Z 0 OR DEATH OR TO INJURY TO OR EQUAL. SHINGLES SHALL BE APPLIED IEx15T.1 _ OVER 15# ASPHALT FELT WITH 2x4 ® 16-in., 5/8-in. GYPSUM, I \ ��°W! \� Q v DESTRUCTION OF TANGIBLE PROPERTY 11 0 I Dyy_I I (OTHER THAN THE WORK ITSELF I- GAF-WEATHER-WATCH ICE AND WATER INSULATED, 3/8-in. 51MINO -I BARRIER APPLIES AT EAVES, 5/8-in. GYPSUM, '�\� 0 U1 INCLUDING THE LOSS OR USE VALLEYS AND FLASHING. ROOFING 2x6 a 16-in., 12 0 I �\ 1 ° RESULTING THERE FROM). (B) 15 CONTRACTOR TO PROVIDE ALL INSULATED, 515-in. 51DIN5 �\ S�S�X O Z CAUSED IN WHOLE OR IN PART BY ANY FLASHING NECESSARY FOR A NEGLIGENT AGT OR OMISSION OF THE EXTERIOR STUD WALL5 WITH BRICK VENEER 48.0 \ ,s6.o WATERTIGHT, WEATHERPROOF JOB. CONTRACTOR, ANY 5UE300NTRA070R, ROOFING 15 TO BE APPLIED IN STRICT WEIGHTS OF MASONRY INCLUDE MORTAR BUT NOT PLASTER. FOR I `.''i� 1 w Q w o ANYONE DIRECTLY OR I ND I REGTLY ACCORDANCE WITH THE PLASTER, ADD 5 ib/ft2 FOR EACH FACE PLASTERED. VALUES I \ i m 6 Q y m 1 w lu EMPLOYED BY ANY OF THEM OR GIVEN REPRESENT AVERAGES. IN SOME GASES THERE ISA /' / 1 w o u-7 0 0 MANUFACTURES SPECIFICATIONS. CONSIDERABLE RANGE OF WEIGHT FOR THE SAME CONSTRUCTION. N waw o ANYONE FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE REGARDLESS CONTRACTOR SHALL SUPPLY COLOR OF WHETHER OR NOT IT IS CAUSED IN SAMPLES OF THE SHINGLES FOR NOTES: �� Q o o Q OWNERS APPROVAL, PRIOR TO 1 ° Q o PART BY A PARTY INDEMNIFIED 1 BARABE w v=z =w HEREUNDER. ALL MATERIALS, INSTALLATION. I. OBTAIN ALL PERMITS PRIOR TO \ �z uFF -=- [Q THE START OF WORK. � Q ONE STORY 1 ��w �z ��= 0 ASSEMBLIES, AND METHOD OF PAINTING AND STAINING 2. FINISHES TO BE SUPPLIED CONSTRUCTION CLU BUT NOT EXIST.► CP u z a x LIMITED TO FORM-WORK THE FOLLOWING IS INCLUDED FOR THE BY OWNER LU Dw 1. =3 a o o w o LU 0 CONVENIENCE OF THE PAINTING \ `--� N Q o m E O BLOCK-WORK, FRAMING, NAILING, O 1° o CONTRACTORS AND ONLY AS AN '�w$z-Q w o ' PLACING OF CONCRETE, ETC. ARE TO a Q 9-Q a�=z�~ BE CAREFULLY SUPERVISED BY THE INDICATION OF THE TYPES OF PAINTS THIS PROJECT COMPLIES WITH THE (YI \ 1 Q o F�o!J' o } O ,n � CONTRACTOR TO BE SURE THEY ARE REQUIRED FOR VARIOUS SURFACES. IT INTERNATIONAL RESIDENTIAL CODE, VERSION PROPANE TANK zo>>�w Q,n,�V IS THE INTENT OF THESE 2015 AND THE 2017 UNIFORM GODS SUPPLEMENT �) \ 1 0�a �,�Q N w IN ACCORDANCE WITH THE DRAWINGS, Q N o w o'�k z SPECIFICATIONS, APPL.I GABLE CODES SPECIFICATIONS TO PROV I DE A AND 2016 SUPPLEMENT TO THE z I �„ { 0_LL N Q _o z-q� COMPLETE FINISH. ALL PAINTED NEW YORK STATE ENERGY CONSERVATION I �-w_wwIL X AND GOOD PRACTICE. DEVIATIONS SURFACES MUST BE FULLY COVERED CONSTRUCTION CODE IUTY POLE _ _ __._ a o a Q FROM THE DRAWINGS ,4ND IN A UNIFORM MANNER TO BE SPECIFICATIONS WILL 'RIOT BE I wIrHMErER 304.Iq ��NooQmn vao � PERMITTED WITHOUT WIRITTEN ACCEPTABLE. _�.1� ---__-'---'_'--_-- ~ w-Nw __ wN INTERIOR WOOD 5URFAGE5-APPLY TO NOTE: "--- `" _1 z --- 588°04'30"W � �=moo° z AUTHORIZATION OF THE ARCHITECT. LIGHTLY SANDED SURFACES, WALLS, FOUNDATIONS CHAPTER 4 DE51GN z o a z�O J THE CONTRACTOR SHALL BE w Q w DOORS, FRAMES, TRIM, AND BA5E5, BASED UPON PRESUMPTIVE LOAD w w x n w a w w x RESPONSIBLE FOR THE: SHOP ONE GOAT WOOD FILLER OR STAIN BEARING VALUES OF SANDY a d n o a o S p DRAWINGS WHICH MAY O NEEDED. AND TWO GOATS MGKLUSKY'5 GRAVEL AND/OR GRAVEL AT PLAN I ALL DIMENSIONS AND CONDITIONS EGGSHELL FIN15H NON-YELLOWING 2000 LBS PER SQUARE FOOT. PLOT PLAN ARE TO BE FIELD VERIFIED. POLYURETHANE. CONTRACTOR TO CONSULT CONTRACTOR R REMOVE GYPSUM BOARD- MINIMUM ONE GOAT ENGINEER IF DIFFERENT SOIL RELOCATE AS REHICH ID ALL PRIMER AND TWO GOATS FLAT PAINT. MATERIALS ARE FOUND UPON 50ALE: I" = 20'-0" EXISTING WORK WHICH INTERFERES EXTERIOR WOOD SURFACES- TWO EXCAVATION OR TEST HOLE, FOR WITH NEW CONSTRUCTION. GOATS EXTERIOR GRADE STAIN. ALTERNATIVE FOOTING AND TRAFFIC RATED CONCRETE EXTERIOR EXPOSED METAL- MINIMUM FOUNDATION WALL DESIGN i OP TYPICAL AT iU NO CONCRETE OR MASONRY WORK ONE GOAT ZING CHROMATE AND TWO PAVED AREAS z SHALL BE DONE DURING GOATS EXTERIOR ENAMEL. FINISHED BRAVE .- Z LU ALL MATERIAL SHALL BE OF SE5T TEMPERATURES OF 40 DEGREES F. QUALITY PITTSBURGH, PRATT ........... AND FALLING. NO CONCRETE SHALL -i ! 24° A E55 HOLE . . ZONINO INFORMATION ° BE PLACED ON FROZEN SURFACES. NO MCKBLUSKYSDUOF, APPROVED EG2UAL. SITE DRA I NAO E CALCULATIONS ,~I P REINFORCING BARS ADDITIVES SHALL BE ALLOWED .. I... : - WITHOUT WRITTEN PERMISSION OF THE CONTRACTOR IS TO PROVIDE ! I{.:: a�_ a TOhl�l O SOUTt�01�D ARCHITECT ALL CONCRETE IS TO BE SAMPLES OF ALL PAINTS AND STAINS _ I ;..__.._ FOR ARCHITECT'S AND/OR OWNERS MIN. 3,500 P.S.I. AT 2E> DAYS � 4,000 T ,-,. .# APPROVAL. SEGTI ON: 15 BLOCK: 08 LOTS): 14.5 PSI FOR GARAGE SLAB. PROVIDE ALL (DW-1) ROOF AREA 1 : RUNOFF FACTOR=I.O - I INLET PIPE d �.. ; RE _ SLEEVES AND FOUNDATION VENTS AS I I CONCRETE AREA FOR AREA OF YYdAAL TOTAL INTER R 4 -�I- PIPE SEE w REQUIRED BY NYS CODE. UNLESS GYPSUM WALL BOARD ilg6 SQ.FT. x 2" = Igq.5 OU FT I REINFORCEMENT, OPENIN65PER I,: .=.'.._I...=- DRAWINBs � INDICATED, ALL FOUNDATION INSTALLED AS PER SECTION R702.3.2. 12 MINIMUM AREA OF 5 SEBMENT = -! _ ZONE: R-40 REQU(RED PROPOSED THROUGH 8702.3.6 OF THE _... "' I_: CIRCUMFERENTIAL IbOoe In. MAX., FOOTINGS ARE TO BE A MIN. 8 DEEP INTERNATIONAL RESIDENTIAL CODE. USE 8'� X 5' DEEP DRAIN RING - 211.2 GU.FT. - REINFORCEMENT,O.I? , 160osq�,. In MIN. Q O PROJECTING 6 ON EACH SIDE OF THE - =LLI,. 1-!( . _ sq,. IMA-In. ft. 'j _ �_; LOI RE 40000 SQ.ET. 52233 SQ. T. FOUNDATION INALL.DEFORMED BARS CONTINUOUS TWO #4 GYPSUM WALLBOARD APPLICATION ; -, I Z SHALL BE TAPE JOINT SYSTEM. ALL _. _, _1 FRONTAOE 150 ET. IC12 FT. FOOTING. ALL 4 THICK CONCRETE IN THE L..' n (i- " : CONCRETE GYPSUM BOARD TO BE I/2" ON WALLS NOTES: i- AND I/2" ON CEILINGS UNLESS F: •-Io° MAX. 1 =.:.:.. N 4 SLABS TO HAVE 6X6 10/10 WELDED -3.....i:.- :...�...` 3 3 - ..L.. : FRONT `i'ARD 50 FT. NO CHANOE a BOTTOM OF DRYWELL MUST BE A MINIMUM OF 2 Q x 0 0 0 0 0 0 0 0 0❑v WIRE REINFORCING. ANCHOR BOLT5 IN OTHERWISE INDICATED. FINISH JOINTS, - �� _ O J-BEADS. NAIL DIMPLES, CORNERS -' I: w o❑x 0 0 0 0 0 0 0 =130 CONCRETE SHALL BE HOOKED 5/8 X ABOVE AYERACE AROUND WATER ELEVATION. I. lu -- 1- REAR YARD 50 FT. NO CHANOE AND EDGES SHALL BE TAPED AND !I.......... 12 AT MAX. 5' 0.0. PROVIDE BITUMEN RECEIVE THREE GOATS OF JOINT 2. BOTTOM OF DRYWELL TO HAVE MINIMUM 6' -..; Q� ❑❑o 0 0 0 0 0 o a a❑a EXPANSION JOINTS BETWEEN SLABS _!. , ; -; ...: SIDE YARD (MIN) 15 FT. NO CHANOE > COMPOUND. ALLOW 24 HOURS TO DRY 1 . ❑❑0 0 0 0 0 0 o a 0❑a AND FOUNDATION WALLS. PENETRATION INTO RATEABLE MATERIAL. I � BETWEEN GOATS. FINAL GOAT TO BE :.....::..:.: ::.:.:....... L....... o❑ 0 0 0 o a a o a o❑v SIDE YARD (AOC-�) 55 ET. NO CHANOE SANDED SMOOTH. METAL CORNER 3. DR1'WELLS MUST HAVE A MINIMUM OF 5' OF FOUNDATION WATERPROOFING -.-'. a• o❑r o a o o O O o o❑0 --; '` BU 1 LD 1 NCS HE 1 C HT �J5 T. NO GHANC�E INSTALL TWO LAYERS OF TOWELED ON BEAD TO BE USED ON ALL OUTSIDE _ ...I. , :I CORNERS AND AROUND ALL PERM I ABLE MATERIAL AROUND THE 5TRUCTURE. 11aI FIBERGLASS MASTIC. (FED. SPEC. OPENINGS. __.,; ( _.._ :. I'-::::. LOT COVERAOE 20 % 7.(b S.S.G. 153 TYPE-I) MEMBRANE TO BE ;-:_ - ;w --; o o CONTINUOUS FROM TOP OF - GLASS WINDOWS AND DOORS �'. `L.L.;-==�'_I' = �. I� ACCESSORY BU I LD I NOS FOUNDATION AND EXTE=ND TO LAP -. I- LH ... TO BE INSTALLED A5 PER SECTION I ' EDGE OF FOOTING. R308 OF THE RESIDENTIAL CODE OF 'I '-: + „ z> L 3'-0• MIN. 1` SIDE YARD 15 FT. 1�J' .5 FT. T 8-o or 10-O �- - Qtr N.Y.S. ALL GLA55 IS TO BE INSULATED ---: � � TYp. FIRE BLOCKING LOW-E UNLESS OTHERWISE SPECIFIED. =,1 _ I_ REAR YARD 15 FT. 15.15 FT. FIRE BLOCKING SHALL. BE PROVIDED, TEST HOLE DATA Q GLASS SUBCONTRACTOR SHALL NOT CONO r'TE FOOTINB ;;-` AS PER SECTION 8502.13 OF THE MCDONALD OEO501ENCE :.. I BU I LD I NO HEI OHT 22 ET. 21 .58 FT. INSTALL GLASS UNTIL PROPER LU RESIDENTIAL CODE OF NEW YORK CLEARANCES ARE PROVIDED. ALL Q-15-O6 STATE, TO GUT OFF ALL CONGEALED SLIDING GLASS DOORS, SKYLIGHTS W. , W: SU I LD I NO AREA MAX. 1200 SQ.FT. I I�iC SQ.FT. U-I EL. 10.5 --:..: -. .-.- .-.-.:..; i ..:..:...:: :........... ....:..:.I .. - ,....- ...-, :i - , }' DRAFT OPENINGS (BOl H VERTICAL AND/OR WINDOWS AS REQUIRED BY __ _)_; �,: ; ;_; ,;_.�1 ;___I AND HORIZONTAL). ........ < ........ CODE, SHALL BE INSULATED BROWN SILTY LOAM -':. 1 LOT GO�ER,40E 3 % 2.B % - PROVIDE FIRE BLOCKING IN (OL) _ \ TEMPERED GLASS. ALL GLASS DOORS ..1L CONGEALED 5PAGE5 OF STUD WALL5 AND WINDOWS SHALL BE INSTALLED IN 2' � AND PARTITIONS, INCLUDING FURRED z SPACES AT THE CEILING AND FLOOR 5TRIGT ACCORDANCE WITH THE Q MANUFACTURES SPECIFICATIONS. ALL (ML) PALE BROWN SILT u-1 LEVELS. CONGEALED HORIZONTAL WINDOWS ARE TO BE CAULKED AND ^ n, FURRED SPACES SHALL ALSO BE FIRE SEALED AS PER 2015 IEGG 6, Iu u BLOCKED AT INTERVALS NOT REQUIREMENTS. PROVIDE FLASHING EXCEEDING 10 FEET. PANS UNDER ALL SLIDER, DOORS, AND BROWN SILTY SAND WITH JL O ELECTRIC WINDOWS WITHIN A 6" OF AN EXTERIOR (5M) 20% GRAVEL CLIMATIC, AND OEOORAPH I C DES I O N GRI TER I Ak SURFACE. ALL EXTERIOR DOORS ARE D_ O ALL WORK SHALL COMPLY WITH THE TO BE FULLY WEATHER-STRIPPED. S.cf, TABLE R501 .20) INTERNATIONAL RESIDENTIAL GODS - z NATIONAL ELECTRICAL. CODE AND ALL PROVIDE ALL SCREENS AND WATER IN PALE BROWN y X STATE, LOCAL, AND UTILITY COMPANY HARDWARE AS REQUIRED. ALL GLASS (SM) SILTY SAND WITH 2O% WIND DE515N SUBJECT TO DAMAGE � CODES AND REGULATIONS. ALL 15 TO BE FREE OF SCRATCHES AND ORAVEL GROUND SPEED TOPOO SPECIAL WIND SEISMIC FROM CIRCUITS SHALL BE MINIMUM 15 AMP. IMPERFECTIONS AND GUARANTEED O SNOW (MPH) RAPHIG WIND BORN DESIGN WEATHERING FROST LINE TERMITE WINTER ICE FLOOD AIR MEAN POWER WIRING SHALL BE MINIMUM 14 THE MANUFACTURER FOR A PERIOD OF 10' LOAD EFFECTS REGION I DEBRIS GATE50RY a DEPTH 12 DE51ON BARRIER HAZARDS 9 FREEZING ANNUAL N m AWG. CONVENIENCE OUTLETS SHALL NO LESS THAN 5 YEARS. ALL WINDOWS BE LOCATED 12" ABOVE FINISHED TO BE ANDERSEN UNLESS INDICATED (SW) WATER IN PALE BROWN k ZONE °' f FLOOR UNLESS OTHERWISE INDICATED. OTHERWISE. FINE TO COURSE SAND TEMP REG2UIRED e INDEX I TEMP r z0 ALL SWITCHED TO BE LOCATED 36 BOF 5 FT MOD TO FEMA z • i N ABOVE THE FINISHED FLOOR UNLESS NOTE: ALL NON-ENGINEERED LUMBER 17' 30 13ow1t No No IFROM MILE B 0 m Q t0 OTHERWISE INDICATED. SUPPLY TO BE DOUGLAS FIR #2 OR BETTER COAST SEVERE BF5 HEAVY IS YES FLOOD 1500 OR 55.4 'J O Z RECOMMENDED LAMPS IN ALL MAP LE55 W 3 PANEL# Q 0 FIXTURES. O D � 0 cfl GENERAL CONr7)ITION5 FRAMING AND ROUGH CARPENTRY MINIMUM DESIGN DEAD LOADS* AS PER ASCE 7-05 UNLESS OTHERWISE NOTED, GENERAL JOISTS RAFTERS AND STUDS SHALL �I < ;•. 44 CONDITIONS OF THE CONTRACT FOR BE CONSTRUCTION GRADE DOUGLAS COMPONENT LOAD CONSTRUCTION, AIA DOCUMENT-201 i x 4/87 SHALL APPLY. THE CONTRACTOR FIR-SOUTH SELECT STRUCTURAL. ALL PARK � /I EN LANE SHALL OBTAIN CERTIFICATE OF WOOD SILLS AND WOOD IN CONTACT CEILINGS Y WITH MASONRY SHALL BE AGO. ALL GYPSUM BOARD (1/2-1n.) 7.o ' 'maa.-7 7,>"t.%_'• 7 TO`>u O'CONNL OCCUPANCY. SUBST T� T O S SHOULD EXTERIOR SHEATHING SHALL BE I/2 0 � �� � ^�-, h f ; � ¢. �, NOT BE MADE WITHOUT WRITTEN GDX DOUGLAS FIR PLYWOOD. GYPSUM BOARD (5/8-in.) Q.O _ 588 57 40 E AUTHORIZATION BY THE ARCHITECT. SUB-FLOORS TO BE 5/4" GDX SUSPENDED STEEL CHANNEL SYSTEM 2.0 �. - - - ---- ---- -._-_ ___-__-__- -__--- THE PREMISES SHALL. BE KEPT DO NOT PROCEED 1N1TH _ __'� -_- , REASONABLY GLEAN AT ALL TIMES. PLYWOOD EXTERIOR SHEATHING TO G O V E R I N G S, ROOF, AND WALL � AIA BE COVERED WITH TYVEK HOUSE FRAtv4ir C UNTIL SURVE \ 1 - �' #[ Et[., AT THE COMPLETION OF WORK, THE WRAP OR APPROVED EQUAL. BLOCK ASPHALT SHINGLES 2.0 OF FONMATiON LOCATION I � CONTRACTOR SHALL REMOVE ALL STUD WALLS AT 1/2 STORY HEIGHTS GYPSUM SHEATHING, 1/2-in. 2.0 { ",S BEEid APPROVED: 1 1200Veterans Memorial Highway Suite 120 WASTE MATERIALS, TOOLS, RUBBISH, \ 1 Hauppauge,NY 11788 ETC., GLEAN GLASS AND LEAVE WORK AND AT ALL UNSUPPORTED EDGES OF PLYWOOD (per I/2-in.) 1.6 1 is p{631}650-6666 BROOM GLEAN UNLE55 OTHERWISE PLYWOOD. PROVIDE SOLID BLOCKING RIGID INSULATION, 1/2-in. 0.75 NORTH AND DIAGONAL BRACING OF FLOOR 1n; F(631)650-6667 SPECIFIED. THE CONTRACTOR SHALL SINGLE-PLY SHEET WATERPROOFING MEMBRANE 0.7 1 _ C{516}658-0325 JOISTS AT 8 O.G. MAXIMUM AND N CARRY WORKMAN'S COMPENSATION OI r SOLID BLOCKING UNDER ALL BITUMINOUS, SMOOTH SURFACE AND GENERAL LIABILITY INSURANCE. 1 UNSUPPORTED EDGES OF PLYWOOD. WATERPROOFING MEMBRANE 'S tV \ O ..Jt ALL SHALL COMPLY WITH STATE AND ALL GAP PLATES TO BE DOUBLED APPROVED AS NOTED u-1 1 ni LOCAL CODES AND ORDINANCES. THE AND NAILED BOTTOM GAP PLATED TO FLOORS AND FLOOR F I N I S H E S CONTRACTOR SHOUL D FULLY DATE: v?S B.P.# END OF STUDS. LAP GAP PLATES AT �C� 1 GUARANTEE HIS WORK AND THE WORK CORNERS. WHERE FLUSH FRAMING CERAMIC OR QUARRY TILE 16.0 FEE: � ON I/2-in. MORTAR BED BY: OF HIS SUBGONTRAG'TORS FORA OCCURS, USE MIN. 160A SHEET METAL NOTIFY BUILDING DEPART ENT AT PERIOD OF ONE YEAR AFTER HARDWOOD FLOORING, 7/7-in. 4.0 COMPLETION OF THE PROJECT UNLESS JOIST HANGERS BY TECO OR 765-1802 8 AM TO 4 PM FOR THE APPROVED EQUAL. ALL CORNERS TO LINOLEUM OR ASPHALT TILE, 1/4-in. 1.0 FOLLOWING INSPECTIONS: LU OTHERWISE SPECIFIED. ALL WORK 1. FOUNDATION - T' REQUIRED Z SHALL BE PERFORMED IN SUBFLOORING, 5/4-in. 5.0 BE MINIMUM 3/2X4 STUDS. HEADERS 1 •-� ,�; • } , ACCORDANCE WITH GOOD BUILDING SHALL BE MINIMUM 2/2X6 UNLESS FOR POURED CONCRETE xx NOTED ON PLANS. MINIMUM BEARING FLOORS, WOOD JOIST (no plaster) 12-In. 16-in. '�1\ PRACTICES. THE CONTRACTOR SHALL FOR STUDS, JOISTS AND BEAMS SHALL JOIST SIZES (in.) O.G. O.C. 2. ROUGH - FRAMING & PLUMBING \ ~ w.o INDEMNIFY AND HOLD HARMLESS THE 3. INSULATION BE 5 1/2". USE DOUBLE JACK STUDS OWNER, ARCHITECT, AND THEIR 2x6 6 5 AD FOR HEADERS OVER FIVE FEET IN 4. FINAL - CONSTRUCTION MUST AGENTS AND EMPLOYEES FROM AND 2x8 6 6 BE COMPLETE FOR C.O. LENGTH. ALL CONSTRUCTION SHALL MEET THE Z 1 AGAINST ALL CLAIMS, DAMAGES, , r LOSES AND EXPENSES, INCLUDING 2xlo _ 7 6 REQUIREMENTS OF THE CODES OF NEW 1 \ oa ASPHALT ROOF SHINGLES FOR FEES ARISING OUT OF OR 2x12 8 7 � \ 1 m RESULTING FROM THE PERFORMANCE INSTALLED AS PER SECTION R105.2 FRAME PARTITION S YORK STATE. NOT RESPONSIBLE F OF THE WORK PROVIDED THAT ANY OF THE INTERNATIONAL RESIDENTIAL DESIGN OR CONSTRUCTION ERRORS. WOOD OR STEEL STUDS, I/2-in. GYP. BOTH SIDES 8.0 SUCH CLAIM, DAMAGE, LOSS OR CODE ALL SLOPED ROOF SHINGLES b ONE STORY EXPENSE (A) IS ATTRIBUTABLE TO SHALL BE GAF GLASS-A ASPHALT - I \ N FRAME WALLS FRAME HOUSE 1 ROOF SHINGLES OR APPROVED r to O BODILY INJURY, SICKNESS, DISEASE EXTERIOR STUD WALLS: \ 1 Z # OR DEATH OR TO INJURY TO OR EQUAL. SHINGLES SHALL BE APPLIED OVER 15# ASPHALT FELT WITH 2x4 C 16-in., 5/8-in. GYPSUM, COMPLY WITH ALL CODES OF 1 1 ►�- v DESTRUCTION OF TANGIBLE PROPERTY 11.0 (OTHER THAN THE WORK ITSELF GAF-WEATHER-WATCH ICE AND WATER INSULATED, 5/8-ln. SIDING NEW YORK STATE & TOWN CODES \ BARRIER APPLIES AT EAVES, n 0 INCLUDING THE LOSS OR USE VALLEYS AND FLASHING. ROOFING 2x6 a 16-in., 5/8-in. GYPSUM, AS REQUIRED AND CONDITIONS OF 1 z RESULTING THERE FROM). (B) 15 CONTRACTOR TO PROVIDE ALL INSULATED, 5/8-in. SIDING 12.0 � O CAUSED IN WHOLE OR I PART BY ANY FLASHING NECESSARY FORA EXTERIOR STUD WALLS WITH BRICK VENEER 48.0 I zao NEGLIGENT ACT OR OMISSION OF THE WATERTIGHT, WEATHERPROOF JOB. � 1 I \ �.o, CONTRACTOR, ANY SUBCONTRACTOR WEIGHTS OF MASONRY INCLUDE MORTAR BUT NOT PLASTER. FOR � ANNING BOARD 1 w Q w o ROOFING IS TO BE APPLIED IN STRICT ANYONE DIRECTLY OR INDIRECTLY ACCORDANCE WITH THE PLASTER, ADD 5 ib/ft2 FOR EACH FACE PLASTERED. VALUES $ ,'d�RUSJEES I a IL EMPLOYED BY ANY OF THEM, OR GIVEN REPRESENT AVERAGES. IN SOME GASES THERE ISA u.I w a w°�v°°0 MANUFACTURES SPECIFICATIONS. CONSIDERABLE RANGE OF WEIGHT FOR THE SAME CONSTRUCTION. r 1 N Q=�n p v E- w ANYONE FOR WHOSE ACTS ANY OF _ PE -S$ i - - ,9 0 CONTRACTOR SHALL SUPPLY COLOR O 1 a =w o-_ THEM MAY BE LIABLE REGARDLESS SAMPLES OF THE SHINGLES FOR NOTES: 01-- sei N J ~°ri OF WHETHER OR NOT IT IS CAUSED IN w F ro 0 o w � PART BY A PARTY INDEMNIFIED OWNERS APPROVAL, PRIOR TO I Q ONE 1 N U Z v w F I. OBTAIN ALL PERMITS PRIOR TO \ Q z _ =o= m THE START OF WORK. OCCUPANCY OR # 0 ~�?u zQo INSTALLATION. 1 HEREUNDER. ALL MATERIALS, 0 ao m w METHOD OF CONSTRUCTION 1 I INCTHENG BUT NOT 1 CP 0 ?a v z PAINTING AND STAINING 2. FINISHES TO BE SUPPLIED USE IS UNLAWFUL oz== 'uwNN LIMITED TO FORM-WORK, THE FOLLOWING IS INCLUDED FOR THE BY OWNER lU 1 a 3 a a °o w°N = O ` CONVENIENCE OF THE PAINTING WITHOUT CERTIFICATE o o o % ~ W za a* BLOCK-WORK, FRAMING, NAILING, ° CONTRACTORS AND ONLY AS AN 1 OF OCCUPANCY Q�~=Z PLACING OF CONCRETE, ETC. ARE TO ' INDICATION OF THE TYPES OF PAINTS THIS PROJECT COMPLIES WITH THE NI \ fP �- BE CAREFULLY SUPERV I SED BY THE O ERSROUNV 1 N o w o o o M REQUIRED FOR VARIOUS SURFACES. IT INTERNATIONAL RESIDENTIAL CODE VERSION _ PROPANE TANK CONTRACTOR TO BE SURE THEY ARE ° I z o>> N IS THE INTENT OF THESE 2015 AND THE 2017 UNIFORM CODE SUPPLEMENT o� =NoQ N0 IN ACCORDANCE W 1 TH THE DRAW I NGS, O \ ~a a�0 w:n�v-wi SPECIFICATIONS TO PROVIDE A AND 2016 SUPPLEMENT TO THE ZI Q 0 °a k z 0 w SPECIFICATIONS, APPLICABLE CODES 1 v`�'�w o °z COMPLETE FINISH. ALL PAINTED NEW YORK STATE ENERGY CONSERVATION \ 1 W N w AND GOOD PRACTICE. DEVIATIONS I ---•� 0 w`'�Q N O SURFACES MUST BE FULLY COVERED CONSTRUCTION CODE il_iTY POS _ w v q§w,n 0 a_ FROM THE DRAWINGS AND WITH METER ___ - - - o-o>w=o U-O a SPECIFICATIONS WILL NOT BE iN A UNIFORM MANNER TO BE ______ PERMITTED WITHOUT WRITTEN ACCEPTABLE. I _ -���•-�� 304.Iq' �'�`�_~p w Q'3d�@.S�C��.INSr CTIJtdS ARE RfrOdllREl� - - _ Z m N w u, z m INTERIOR WOOD SURFACES-APPLY TO NOTE: Cont^wt TOS Ena'necrin at 765-1560 before - - - - o : " _��o��N AUTHORIZATION OF HE ARGHITEGT. ¢. 588 04 30 W %310-IT o moo LIGHTLY SANDED SURFACES, WALLS, FOUNDATIONS CHAPTER 4 DESIGN D,^c,�gli, pFt provld^Ena.neer s Cert's�ocatiOrt � �a z F zn� � THE CONTRACTOR SHALL BE � ��P w 3 Q a w DOORS, FRAMES, TRIM, AND BASES, BASED UPOi' PRESUMPTIVE LOAD th'tthis dralnege has been installed to COd^. RESPONSIBLE FOR T'�E SHOP DRAWINGS WHICH MAY BE NEEDED. ONE GOAT WOOD FILLER OR STAIN BEARING VALUES OF SANDY ALL DIMENSIONS AND CONDITIONS AND TWO GOATS MCKLUSKY'S GRAVEL AND/OR GRAVEL AT II }}��� ARE TO BE FIELD VERIFIED. EGGSHELL FINISH NON-YELLOWING 2000 LBS PER 5OUARE FOOT. '�OT �LI� CONTRACTOR TO REMOVE � POLYURETHANE. CONTRACTOR TO CONSULT - RELOCATE AS REaUIRED ALL GYPSUM BOARD- MINIMUM ONE GOAT �NCINEER IF DIFFERENT SOIL - m EXISTING WORK WHICH INTERFERES PRIMER AND TWO GOATS FLAT PAIN7. MATERIALS ARE FOUND UPON SCALE: 1" = 20'-0" WITH NEW CONSTRUCTION. EXTERIOR WOOD SUR>-ACES- TWO EXCAVATION OR TEST HOLE, FOR ration CoA-rs sx-rrRicR GRADE STAIN. ALTERNATIVE FOOTING AND Fire $epa CONCRETE EXTERIOR EXPOSED METAL- MINIMUM FOUNDATION WALL DESIGN required as per NO CONCRETE OR MASONRY WORK ONE GOAT ZING CHROMATE AND TWO SHALL BE DONE DURING GOATS EXTERIOR ENAMEL. ivs Code TEMPERATURES OF 40 DEGREES F. ALL MATERIAL SHALL BE OF BEST QUALITY PITTSBURGH, PRATT $ ZONINO IAND FALLING. NO CONCRETE SHALL BE PLACED ON FROG:EN SURFACES. NO LAMBERT, DUTCH BOY. CAB075, ADDITIVES SHALL BE ALLOWED MCKLUSKYS, OR APPROVED EQUAL. I^I�I C, I j�'� WITHOUT WRITTEN PERMISSION OF THE CONTRACTOR IS TO PROVIDE �OY `II `l OF ✓OUT�--�01.�LJ ARCHITECT ALL CONCRETE IS TOBE SAMPLES OF ALL PAINTS AND STAINS All exterior lighting MIN. 5,500 P.S.I. AT 2a DAYS $ 4,000 FOR ARGHITEGT'S AND/OR OWNERS installed,replaced or PSI FOR GARAGE SLAB. PROVIDE A-L APPROVAL. repaired shall conform SECTION: 15 BLOCK: 08 LOT(S): 1�.5 SLEEVES AND FOUNDATION VENTS A5 to Chapter 172 REQUIRED BY NY5 CODE. UNLESS GYPSUM WALL BOARD INDICATED, ALL FOUNDATION INSTALLED AS PER SECTION R-T02.5.2. of the Town Code ZONE: R-40 REQUIRED PROP05ED0 FOOTINGS ARE TO BE A MIN. 8" DEEP THROUGH 8702.3.6 OF THE O PROJECTING 6" ON EACH SIDE OF THE INTERNATIONAL RESIDENTIAL CODE. LOT AREA 40000 Sa.FT. 52255 SGQ.FT. Z FOUNDATION WALL. PROVIDE TWO #4 GYPSUM WALLBOARD APPLICATION DEFORMED BARS CONTINUOUS IN THE SHALL BE TAPE JOINT SYSTEM. ALL FRONTAOE 150 FT. I�2 FT. FOOTING. ALL 4" THICK CONCRETE GYPSUM BOARD TO BE 1/2" ON WALLS e SLABS TO HAVE &X& 10/10 WELDED AND 1/2" ON CEILINGS UNLESS ELECTRICAL WIRE REINFORCING. ANCHOR BOLTS IN OTHERWISE INDICATED. FINISH JOINTS, INSPECTION REQUIRED FRONT YORE 50 FT. NO G}-fANOE p CONCRETE SHALL BE HOOKED 5/8" X J-BEADS. NAIL DIMPLES, CORNERS REAR )"ARE 50 FT. NO GHANOE: 12" AT MAX. 5' 0.0. PROVIDE BITUMEN AND EDGES SHALL BE TAPED AND IF EXPANSION JOINTS EjETWEEN SLABS RECEIVE THREE GOATS OF JOINT SIDE `i ARP (MIN) 15 FT. NO OHANOE > AND FOUNDATION WALLS. COMPOUND. ALLOW 24 HOURS TO DRY U BETWEEN GOATS. FINAL GOAT TO BE SIEE YARP (A00) 35 FT. NO CHANCE: FOUNDATION WATERPROOFING SANDED SMOOTH. METAL CORNER INSTALL TWO LAYER5 OF TOWELED ON BEAD TO BE USED ON ALL OUTSIDE � 'AR11MG IREOUIREO BU i LE I NO HE I O HT 55 FT. NO GHANOE LU FIBERGLASS MASTIC. (FED. SPEC. CORNERS AND AROUND ALL �`�_ o o/ S.S.G. 155 TYPE-1) MEMBRANE TO BE OPENINGS. LOT GOYERAOE: 20 /o -i.6 l� CONTINUOUS FROM TOP OF AGGESSOI,Y BU I LD I NOS GLASS WINDOWS AND DOORS FOUNDATION AND EXTEND TO LAP - UA LU TO BE INSTALLED AS PER SECTION EDGE OF FOOTING. R508 OF THE RESIDENTIAL CODE OF SIDE )"AR:;) I5 FT. I5 FT. t� N.Y.S. ALL GLASS 15 TO BE INSULATED V . . FIRE BLOCKING LOW-E UNLESS OTHERWISE SPECIFIED. REAR YET'.E 15 FTI� FT ^ _^ FIRE BLOCKING SHALL BE PROVIDED, GLASS SUBCONTRACTOR SHALL NOT AS PER SECTION R502.15 OF THE INSTALL GLASS UNTIL PROPER BU I LE I NO 4E:1 OHT 22 FT. 21 .58 FT. - RESIDENTIAL GORE OF NEW YORK CLEARANCES ARE PROVIDED. ALL STATE, TO GUT OFF ALL CONGEALED SLIDING GLASS DOORS, SKYLIGHTS BU I LE I NO 4REA MAX. 1200 SQ.FT. I 1�6 SQ.FT. UA DRAFT OPENINGS (BOTH VERTICAL AND/OR WINDOWS AS REQUIRED BY LOT G0VERAOE 5 % 2.5 AND HORIZONTAL). CODE, SHALL BE INSULATED PROVIDE FIRE BLOCKING IN TEMPERED GLASS. ALL GLASS DOORS CONGEALED SPACES OF STUD WALLSUA AND WINDOWS SHALL BE INSTALLED IN VZ AND PARTITIONS, INCLUDING FURRED STRICT ACCORDANCE WITH THE Q SPACES AT THE CEILING AND FLOOR MANUFACTURES SPECIFICATIONS. ALL LEVELS. CONCEALED' HORIZONTAL WINDOWS ARE TO BE CAULKED AND nn FURRED SPACES SHALL ALSO BE FIRE SEALED AS PER 2015 IEGG v BLOCKED AT INTERVALS NOT REQUIREMENTS. PROVIDE FLASHING IS) 1 - O EXCEEDING 10 FEET. PANS UNDER ALL SLIDER, DOORS, AND �1- WINDOWS WITHIN A 6" OF AN EXTERIOR GL I T-IA71 G AND CFOC RAPH I G DFS I CN GRI TER 1 A 0- ELECTRICAL , ALL WORK SHALL COMPLY WITH THE TABLE R�JO I .2(I) INTERNATIONAL RES I DENTI AL G Oz ®DE TO BE FULLY WEATHER-STRIPPED.SURFACE. ALL EXTERIOR DOORS ARE , - K NATIONAL ELECTRICAL CODE AND A-L PROVIDE ALL SCREENS AND AND IJTI L I TY COMPANY SUBJECT TO DAMAGE 1� STATE, LOCAL, HARDWARE AS REQUIRED. ALL GLASS WIND DESIGN FROM OL V Ll CODES AND REGULATIONS. ALL IS TO BE FREE OF SCRATCHES AND 0IRCUIT5 SHALL BE MINIMUM 15 AMP. IMPERFECTIONS AND GUARANTEED BY GROUND SPEED TOPOC SPECIAL WIND SEISMIC HE MANUFACTURER FOR A PERIOD OF SNOW (MPH) RAPHIG WIND BORN DESIGN POWER WIRING SHALL BE MINIMUM 14 T � WEATHERING FROST LINE TERMITE � WINTER ICE FLOOD AIR MEAN 0 � LOAD EFFECTS REGION DEBRIS CATEGORY bLu AWG. CONVENIENCE OUTLETS SHALL NO LESS THAN 5 YEARS. ALL WINDOWS m a DEPTH DESIGN BARRIER HAZARDS 9 FREEZING ANNUAL BE LOCATED 12" ABOVE FINISHED TO BE ANDERSEN UNLESS INDICATED ZONE f TEMP REOUIRED e INDEX I TEMP J r O FLOOR UNLESS OTHERWISE INDICATED. OTHERWISE. tll z ALL SWITCHED TO BE: LOCATED 56" 5015ovult NO NO I MILE B BOF 5 FT MOD TO FEMA = m Q O ABOVE THE FINISHED FLOOR UNLE55 NOTE: ALL NON-ENGINEERED LUMBER FROM SEVERE BFO HEAVY 15 YES FLOOD 1500 OR 55.4 v O Z LU OTHERWISE INDICATED. SUPPLY TO BE DOUGLAS FIR #2 OR BETTER COAST MAP LESS RECOMMENDED LAMPS IN ALL PANEL# �p FIXTURES. 0 0 TABLE 8602.3(1) TABLE 8602.3(1) TABLE 8602.3(5) SIZE, HEIGHT AND SPAC I NO OF WOOD STUDS a 41; FASTENINO SCHEDULE FASTENINO SCHEDULE CONTINUED BEARING WALLS NON-BEARING WALL5 NUMBER AND TYPE NUMBER AND TYPE SPAGIN6 OF FASTENERS ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER ') 4 5PACIN0 AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER ab'c INTERMEDIATE MAXIMUM 5PAGIN6 MAXIMUM 5PAGIN6 WHEN MAXIMUM 5PAGIN6 WHEN RooF EDGESh SUPPORTScA MAXIMUM SPAGIN6 WHEN LATERALLY LATERALLY . .: ri,a r- K (INCHES) STUD SIZE LATERALLY WHEN SUPPORTING A SUPPORTING ONE FLOOR, SUPPORTING TWO FLOORS, (INCHES) SUPPORTING TWO UNSUPPORTED UNSUPPORTED E O L u a•c G N N E L L 4-5d BOX(2 "X0.113") OR HOOD STRUCTURAL PANELS,SUBFLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLE BOARD WALL (INCHES) UNSUPPORTED STUD ROOF-CEILING ASSEMBLY PLUS AROOF-CEILING PLUS AROOF-CEILING BLOCKING BETWEEN GEILIN6 JOISTS OR RAFTERS 3-Sd COMMON(2 Y2"X0.131'7;OR HEIGHT g (FEET) OR A HABITABLE ATTIC ASSEMBLY OR A HABITABLE ASSEMBLY OR A HABITABLE 5UPPORTIN6 ONE FLOOR STUD HEIGHT STUD HEIGHT " " ' ' r P. r-. I TO TOP PLATE 3-IOd SOX(2 Y2"x0.128");08 TOE NAIL SHEATHING TO FRAMING[SEE TABLE RbO2.3(3)FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING] ASSEMBLY, ONLY (INCHES) ATTIC ASSEMBLY (INCHES) ATTIC ASSEMBLY (INCHES) HEIGHT sa (INCHES) Q (FEET) g (FEET) / 3-3"X0.131"NAILS 30 s/,, -Ys" 6d COMMON(2"X0.113") NAIL(5UBFLOOR,WALL) b 12TODD J ad COMMON(2 Y2"X0.131")NAIL (ROOF) DD O COELL,AI 4-ad BOX(2 �"X0213") OR 31 �`%s2" - I" ad COMMON NAIL(2 Y2"X0.131") 6 12f 1200Veterans Me=morial Highway 2 GEILIN6 J015T5 TO TOP PLATE 3- COMMON(2 Y2"X0.131");OR PER JOIST,TOE NAIL 3-10d BOX(2 Y2"X0.126");OR Suite 120 3-3"X0.131"NAILS 32 1 Ye" - 1 Y4" IOd COMMON(3"X0.145")NAIL;OR b 12 Hauppauge,NY 11788 ad (2 Y2°X0.131")DEFORMED NAIL GEILIN6 JOIST NOT ATTACHED TO PARALLEL RAFTER, 4-I0d BOX(3"X0.113") OR OTHER WALL SHEATHING 9 P(631 650-6666 3 LAPS OVER PARTITIONS[see Sections 8802.3.1 ,R502.3.2 3-I6d COMMON(3 Y2'XO.162'7;OR 12" GALVANIZED ROOFING NAIL, e HEAD F(631)650.6667 and Table 8602.5.1 (q)] SHEATHING 4-3"X0.131" NAILS FACE NAIL 33 1 Y2" STRUCTURAL CELLULOSIC FIBERBOARD DIAMETER,OR I" GROWN STAPLE 16 ga., 3 6 (516)658-0325 l Y" LONG I 4' GALVANIZED ROOFING NAIL, e HEAD GEILIN6 JOIST ATTACHED TO PARALLEL RAFTER, 34 2%2"STRUCTURAL CELLULOSIC FIBERBOARD DIAMETER,OR I" GROWN STAPLE 16 o., 3 6 4 (HEEL JOINT), TABLE 8802.5.1(,1) SHEATHING I Y" LONG g 2X4 10 24r 16� -- 24 FACE NAIL [see Sections Ra02.3.1 ,R ,02.3.2 and Table R502.5.1 (,1)] d I Y2" GALVANIZED ROOFING NAIL;STAPLE 2X6 10 24 24 16 24 20 24 35 y2" 6YP5UM SHEATHING 6ALVANIZED, I Y2"LONG;I Ya" SCREWS, 1 `'e(" 4-I0d BOX(3"X0.125") OR TYPE W OR 5 COLLAR TIE TO RAFTEF:,FACE NAIL OR I Y4" X toga. 3-Iod COMMON(3 Y2"X0.146"9;OR d I %" GALVANIZED ROOFING NAIL;STAPLE FOR 51: 1 INCH = 25.4 mm, I FOOT = 304.amm 5 RIDGE STRAP TO RAFTER 4-3"X0.131" NAILS FACE NAIL EACH RAFTER 36 S/e"6YP5UM SHEATHING GALVANIZED, 1 %11 scREWs,TYPE W OR 5 o. LISTED H=IOHT ARE DISTANCES BETWEEN POINTS LATERAL SUPPORT PLACED PERPENDICULAR TO THE PLANE OF THE WALL. BEARING WALLS SHALL BE SHEATHED ON NOT LESS THAN ONE WOOD STRUSTRUAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING SIDE OR BRIDGING SHALL BE INSTALLED NOT GREATER THAN 4 FEET APART MEASURED VERTICALLY FROM EITHER END OF THE STUD. INCREASES IN UNSUPPORTED HEIGHT ARE PERMITTED 3-I6d BOX NAILS(3�"X0.135")OR 2 TOE NAILS ON ONE SIDE bd DEFORMED(2"X0.120')NAIL;OR �} WHERE IN COMPLIANCE WITH EXCEPTION 2 OF SECTION R602.3.1 OR DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. r• ,- '�,,�•,. � AND I TOE NAIL ON OPPOSITE 3'T s/4" AND LESS b 12 b. SHALL NOT BE USED IN EXTERIOR WALLS � r' 3-IOd COMMON NAILS(3"X0.146");OR ad COMMON(2 Y2'XO.131'7 NAIL * r - b RAFTER OR ROOF TRUC-5 TO PLATE SIDE OF EACH RAFTER OR c 4-IOd BOX(3°x0.128'7;OR G. A HABITABLE ATTIC A55EMBLY SUPPORTED BY 2X4 STUDS IS LIMITED TO A ROOF SPAN OF 32 FEET. WHERE THE ROOF SPAN EXCEEDS 32 FEET, THE WALL STUDS SHALL BE INCREASED TO �. TRU55 ad COMMON(2"X0.131'7 NAIL;OR 4-3'x0.131' NAILS I 3a Yo' _ 1„ 6 12 2X6 OR THE STUDS SHALL BE DE51ONED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. ad DEFORMED(2 Y2"X0.120')NAIL 4-I6d (3 �"X0.135'7 OR IOd COMMON(3"X0.146'7 NAIL;OR 3-I0d COMMON(3"X0.146");OR TOE NAIL 3q I Ye" - I Ya" ad DEFORMED(2 Y2"X0.120'7 NAIL 6 12 TABLE 8602.10.4- BRAG I NO METHODS '• �/(U 4-IOd BOX(3"X0.128");OR T ROOF RAFTERS TO RIDSE,VALLEY OR HIP RAFTERS OR 4-3"X0.131"NAILS FOR 51: 1 Inch = 25.4 mm, I foot = 304.6 mm, I MILE PER HOUR = 0.441 m/s;I ksl = 6.6,15 MPO J CONNECTION CRITERIA ROOF RAFTERS TO MINIMUM 2" RIDGE BEAM METHODS, MATERIAL MINIMUM THIGKESS FIGURE FASTENERS SPACING .;` 3-I6d BOX(3 k"X8.135'7 OR , 7 2-I6d COMMON(3 Y2°X0.162");OR TOE NAIL a•NAILS ARE SMOOTH-COMMON,BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED.NAILS USED FOR FRAMING AND SHEATHING �• CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS SHOWN: aO KSI FOR SHANK DIAMETER OF 0.Ig2 INCH(20d 4' 3-I0d BOX(3"X0.126');OR COMMON NAIL),L10 K51 FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN 0.177 INCH,AND 100 K51 FOR SHANK EXTERIOR SHEATHING PER 3-3"X0.131"NAILS DIAMETERS OF 0.142 INCH OR LESS. TABLE 8602.3(3) b" ED6E5 12' FIELD WALL b.STAPLES ARE I6 GAGE WIRE AND HAVE A MINIMUM'1/I6-INCH ON DIAMETER GROWN WIDTH. 05-1^15P I6d COMMON(3 Y2"X0.162") 24"O.G.FACE NAIL c. NAILS SHALL BE SPACED AT NOT MORE THAN b INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 45 INCHES OR GREATER. CONTINUOUSLY SHEATHED 3 �8 d.FOUR-FOOT BY b-FOOT OR 4-FOOT BY 41-FOOT PANELS SHALL BE APPLIED VERTICALLY. WOOD STRUCTURAL PANEL INTERIOR SHEATHING PER IY) b STUD TO STUD (NOT AT BRACED WALL PANELS) c.SPAGIN6 OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE R602.3(2). VARIES BY FASTENER IOd (3"X0.126");OR N TABLE 8602.3(I) or 8602.3 (2) 3"X8.131'7 NAILS 16" O.G.FACE NAIL F.WHERE THE ULTIMATE DESIGN WIND SPEED 15 130 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO GABLE END WALL FRAMING SHALL BE SPACED b INCHES ON CENTER.WHERE THE ULTIMATE DESIGN WIND SPEED 15 GREATER THAN 130 MPH, NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE BE SPACED 6 INCHES ON CENTER FOR MINIMUM 4a INCH I6d BOX(3 Y2'X0.135'7;OR STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL 3"X0.131" NAILS 12" O.G.FACE NAIL DISTANCE FROM RIDeE5,EAVES AND GABLE END HALLS;AND 4 INCHES ON CENTER TO&ABLE END WALL FRAMING. F 0 CORNERS(AT BRACED WALL PANELS) g.GYPSUM SHEATHING SHALL CONFORM TO ASTM G 13,16 AND SHALL BE INSTALLED IN ACCORDANCE WITH 6A 253.FIBERBOARD SHEATHING W G5-c- I6d COMMON(3 Y2"XO.I62'7 16"O.G. FACE NAIL SHALL CONFORM TO ASTM G 206. x CONTINUOUSLY SHEATHED z h.5PAGIN6 OF FASTENERS ON FLOOR SHEATHING EDOE5 APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED IV WOOD STRUCTURAL PANEL 3/511 SEE METHOD GS-W5P SEE METHOD G5-1^15P I<- I6d COMMON(3 Y2"X0.162') 16" O.G. EACH EDGE FACE NAIL BLOCKING AND AT FLOOR PERIMETERS ONLY.SPACING OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES Z ADJACENT TO GARAGE 10 BUILT-UP HEADER(2"TO 2"HEADER WITH Y2" SP.4GER) SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING.BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO OPENINGS -1 I6d BOX(3 Y2"X0.135'7 12" O.G. EACH EDGE FACE NAIL THE FRAMING MEMBERS NEED NOT SE PROVIDED EXCEPT AS REQUIRED BY OTHER PROVISIONS OF THIS CODE. FLOOR PERIMETER SHALL BE _ SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. Q 0 5-8d BOX(2 Y2"X0.113');OR I WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL GEILIN6 JOIST IN ACCORDANCE WITH THIS SCHEDULE ,PROVIDE TWD TOE NAILS LU I1 CONTINUOUS HEADER TO STUD 4-5d COMMON(2 Y2"X0.131'7;OR TOE NAIL ON ONE SIDE OF THE RAFTER AND TOE NAILS FROM THE GEILIN6 JOIST TO TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE. THE TOE NAIL ON N U z 4-Iod BOX(3"X0.12a" THE OPPOSITE SIDE OF THE RATER SHALL NOT BE REQUIRED. N 16d COMMON(3 Y2°X0.162') Ib" O.G.FACE NAIL CS- -[ SEE SECTION R602.10.6.4 SEE SECTION R602.10.6.4 CONTINUOUSLY SHEATHED �6 0 12 TOP PLATE TO TOP PLATE IOd BOX(3"X0.126");OR TABLE R802.11 RAFTER OR TRUSS UPLIFT GONNEGTI ON FORGES _Z PORTAL FRAME 7°-J z 0 LL ° 3"X0.131') NAILS 12" O.G.FACE NAIL ab,c.d.e,f.a.h - ° �Z~1 EX FROM WIND (ASD) (POUNDS PER CONNECTION) � z F - u W° v p �w W��0000 5-I6d COMMON(3 j"X0.162');OR EXPOSURE B v ~ w o 9 0 I Y2" Ion X 0.12 dia. 12-I6d BOX(3 Y2"X0.135");OR g to O� w DOUBLE TOP PLATE SPLICE FOR 5DG's A-D WITH SEISMIC (for Y2" thick sheathing) O $3 2 12-IOd BOX(3"X0.126");OR FAGS NAIL ON EACH SIDE OF a 25 u s O�� Q�O BRACED WALL LINE 5PAGIN6<25' ULTIMATE DESIGN WIND SPEED Vult (mph) d Y2 Or �32 for I /a" long X 0.12 dia. U1 I 12-3X0.131"NAILS END JOINT(MINIMUM 24" LAP G5-BFB 2s g 3" ED6E5 b"FIELD N Q O V U 0- 5PLIGE LENGTH EACH SIDE OF RAFTER OR ROOF SPAN (for /s2" thick sheathing I V=O x m 130 mph 140 mph CONTINUOUSLY SHEATHED maximum 16 galvanized roofing nails ora common ] w N O LLf-kn 13 END JOINT) TRUSS SPACING (FEET) STRUCTURAL FIBERBOARD (2 Y2" Ion in 0.ail dia.) nails d)QZ } (� DOUBLE TOP PLATE SPLICE WC's, D ,D,ORD •AND Stud Spacing Irl g in O�°°z Q° 2-I6d (3Y2"x0.135'7 ROOF PITCH ROOF PITCH p g 3 u.� QLU BRACED WALL LINE 5PAGIN6>25' O 1 2 - O N 0_p J N <5:12 >5:12 <5:12 >5:12 °Zzz-'0w�NN 'J �_OQzL�:�z W v Ibd COMMON(3 Y2"X0.162") 16" O.G.FACE NAIL 12 q5 a5 122 113 z X H Q N F Q()tug M�� _ FOR SI: I INCH = 25.4 mm, FOOT = 304.amm, I degree = O.OI-!5 rad, I pound per square foot=47.5 N/m , i mile per hour = 0.447 m/s. z _� 14 BOTTOM PLATE TO JOINT,RIM JOIST,BAND JOIST OR Ibd BOX(3 Y2"X0.135'7;OR la 122 112 157 146 a. Adhesive attachment of Wall sheathing Including Method GB, shall not be permitted in Seismic Design Categories G, Do, D1 and D2. o`� 'o Q w o°IN ~ BLOCKING(NOT AT BRACED WALL PANELS) 12"O.G.FACE NAIL 24 14q 15-7 Iq2 17a Q Q cj F z z z 3"XO.131") NAILS b. Applies to panels next to garage door opening where supporting gable end Wall or roof load only. Shall only be used on one Wall o 295 167 153 216 200 Q��w°W°' �} 12 O.G. of the garage. In Seismic Design Categories D0, D1, and D2 roof covering dead load shall not exceed 3 psf. 3-I6d BOX(3 Y�'X0.135");OR 3 EACH Ib" O.G. FACE NAIL 32 las 170 240 222 �w lu°z>O°4!O� BOTTOM PLATE TO JOINT,RIM JOIST,BAND J015T OR 2-I6d COMMON(3 Y2"X0.162");OR 2 EACH Ib"O.G.FAGS NAIL 36 203 186 264 244 c. Garage openings adjacent to a Method GS-G panel shall be provided with a header in accordance with Table R&02.5 (1). A full z �>w z N IS BLOCKING(AT BRACED WALL PANELS) 4-3"X0.131" NAILS 4 EACH Ib"O.G.FACE NAIL 42 230 211 300 275 height clear opening shall not be permitted to a Method 05-0 panel. a°,3 [w°u Q N 48 255 236 336 311 d. Method G5-5FB does not apply In Seismic Design Categories Do, DI , D2. �,n o w Q F o z 4-16 BOX(2 "xo.u55"OR e. Method applies to detached one and two-family dwellings in Seismic Design Categories Dothrough D2only. FLT-00)w w w Q 12 126 117 162 150 KVL 3-Ibd BOX(3 Y2"X0.135");OR v V 0 x W q 4-5d COMMON(2 Y2"X0.131'7;OR TOE NAIL 15 162 141 2oq IoI4 - w - - NI>-Wz� wumui ` U1 F"00IL Z°fAWF-F*-0 r 4-IOd BOX(3"X0.126");OR 24 1 2 Ib TOP OR BOTTOM PLATE: TO STUD 4-3" X 0.131 NAILS „ 25 222 203 287 266 16 o.c. TABLE R602.10.5 °`'�, °Q-'IL O°Z m 3-I6d BOX(3 °xo las");OR 32 246 226 51 c 215 z 0 0 N v}P '.z° 2-I6d COMMON(3 Y2"X0.162');OR END NAIL 36 270 247 1 351 325 MINIMUM LENGTH OF BRACED WALL PANELS °o Z z N W z 3-Iod BOX(3"x0.128'7;OR 42 306 251 31q 370 o Q H� �v- 3-3"X0.131"NAILS 48 343 314 447 414 METHOD MINIMUM LENGTH pp w Q w po (INCHES) CONTRIBUTING Q H N O��O U [� 3-IOd BOX(3"X0.126");OR EXPOSURE G ADJACENT CLEAR WALL HEIGHT LENGTH I'l TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 2-Ibd COMMON(3 Y2"X0.162');OR OPENING HEIGHT (INCHES) 3-3"X0.131" NAILS FACE NAIL ULTIMATE DESIGN WIND SPEED Vult (mph) (INCHES) 8 FEET q FEET 10 FEET II FEET 12 FEET 3-5d BOX(2 "X0.113');OR RAFTER OR ROOF SPAN 130 mph 140 mph CS-ASP <_64 24 27 30 33 36 ACTUAL Ib I"BRAGS TO EACH STUN AND PLATE 2-bd COMMON(2,142"X0.1519;OR TRUSS SPACING (FEET) m 2-I0d BOX(3"X0.125');OR FACE NAIL ROOF PITCH ROOF PITCH 2 STAPLES 1 s/4" Box 2 x0.11 OR <5:12 >5:12 <5:12 >5:12 2-ad COMMON(2 Y2'XO.131");OR 12 161 151 I q5 lab 1,1 I" X b" SHEATHING TO EACH BEARING 2-Iod BOX(3"X0.126");OR FACE NAIL 2 24 256 23STAPLES, i"GROWN, I6go.) °/a" LONG Ib 208 5 q 317 2q5 257 242 R301.2.2. PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN 3-ad BOX(2 "x0.113");0R 28 2951 26q 358 335 WINDSORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. „ 3- COMMON(2}2"x0231'7;OR 12 O.G. lo 32 321 2q1 3195 373 GLAZED OPENING PROTECTION FOR HINDBORNE DEBRIS SHALL MEET THE 5 STAPLES, I"GROWN, Ibgo.,l /a" LONG BOX(3"X0.125'); g 36 353 321 435 411 REGUIREMENT5 OF THE LARGE M15SILE TEST OF A5TM E Igg6 AND ASTM EE 1886 A5 3 ST 42 402 375 411 4695 MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR 20 I" X b' AND WIDER sHE�>THING TO EACH SEARING WIDER THAN I" X b" FAGS NAIL 45 450 420 560 524 WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF AN IMPACT-RESISTING 4-ad BOX(2 J"x0.1139;OR 3-Sd COMMON(2 Y2"x0.131");OR 12 214 201 263 247 STANDARD OR ANSI/DASMA 115. (SEE TABLE BELOW) 3-I0d BOX(3"X0.125');OR 15 277 251 342 322 EXCEPTION: 4 STAPLES, I"GROWN, Ibgo.,1 1/4"LONG 24 340 3195 422 316 FLOOR ll 295 364 358 476 446 WOOD STRUCTURAL PANELS WITH A THICKNESS OF NOT LE55 THAN ��b INCH AND A 16 O.G. 32 427 5`515 521 416 SPAN OF NOT MORE THAN a FEET SHALL BE PERMITTED FOR OPENING PROTECTION. 4-ad BOX(2 �"X0213");OR 36 461 4395 553 547 PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE 21 JOIST TO SILL,TOP PLATE OR GIRDER 3-loe�d COMMON(2l2"'ll);O ");OR 3-IOd SOX(3"x0225'7;OR TOE NAIL 42 535 1 4qq 664 622 OPENING GOi•lTANIN6 THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE 3-3"XO.131"NAILS 45 511 551 1 745 bq7 PREDRILLEP A5 REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS* AS PER ad BOX(2 "X0.1139 4"O.G.TOE NAIL WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE DESIGNED TO RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP ad COMMON(2 Y2"X0.131');OR TABLE 8301.7 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE 22 PLATE(ROOF APPLICATIONS ALSO) Iod Box(3"X0.126");OR 6" O.G. TOE NAIL FOR 51: INCH = 25.4 mm, I FOOT = 304.amm, I MILE PER HOUR= 0.447 m/s, RESIST THE GOMPONET AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH 3"x0251" NAILS I POUND =0.454kg, I POUND PER SaUARE FOOT = 47.1 IN I plf 14.6 N/m EITHER TABLE R301.2(2) OR ASCE 7, WITH THE PERMANENT CORROSION-RESISTANT ALLOWABLE z 3-ad BOX 2 'x0,113';OR ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE STRUCTURAL MEMBER DEFLECTION 2-5d COMMON(2}2'X0.131");OR a. THE UPLIFT CONNECTION FORGES ARE BASED ON A MAXIMUM 33 FOOT MEAN ROOF BUILDING. ATTACHMENT IN ACCORDANCE WITH TABLE R301.2.1.2 15 PERMITTED FOR 23 1" X 6"5UBFLOOR OR LE55 TO EACH JOIST 3-I0d BOX(3"x0.126");OR FACE NAIL HEIGHT AND WIND EXPOSURE CATEGORY B OR G. FOR EXPOSURE D, THE UPLIFT BUILDINGS WITH A MEAN ROOF HEIGHT OF 45 FEET OR LE55 WHERE THE ULTIMATE RAFTERS HAVING SLOPES GREATER THAN 3/12 L/150 2 STAPLES, "GROWN, I6go.,1 °/a" LONG CONNECTION FORGE SHALL BE SELECTED FROM THE EXPOSURE G PORTION OF THE DESIGN WIND SPEED, IS 1950 MPH OR LESS. WITH NO FINISHED CEILING ATTACHED TO d 3-I6d BOX(3}2'x0.135');OR TABLE U51NO THE NEXT HIGHEST TABULATED ULTIMATE DESIGN WIND SPEED. THE RAFTERS Q 24 2"SUBFLOOR TO JOIST OR GIRDER 2-I6d COMMON(3 Y2"x0.162') BLIND AND FACE NAIL ADJUSTMENT COEFFICIENTS IN TABLE R301.2(3) SHALL NOT BE USED TO MULTIPLY THE TABLE P,501.2.1.2: WINDBORNE DEBRIS PROTECTION FASTENING INTERIOR HALLS AND PARTITIONS H1180 3-I6d BOX(3}/X0.13517;OR TABULATED FORGES FOR EXPOSURE G AND D OR FOR THE OTHER MEAN ROOF 25 2" PLANKS (PLANK 8 BEAM-FLOOR b ROOF) 2-16d COMMON(3 Y2"X0.162") AT EACH BEARING,FACE NAIL HEIGHTS. SCHEDULE FOR WOOD STRUCTURAL PANELS FLOORS L/360 41 3-I6d COMMON(3 "xo.162') b.THE UPLIFT CONNECTION FORGES INCLUDE AN ALLOWANCE FOR ROOF AND CEILING FASTENER SPACING CEILING WITH BRITTLE FINISHES (INCLUDING L/360 } 26 BAND OR RIM JOIST TO JOIST 4-10 BOX(3"X0.125");OR ASSEMBLY DEAD LOAD OF 15 PSF. PLASTER AND STUCCO) 4-311X0.1311' NAILS ;OR END NAIL c. THE TABULATED UPLIFT CONNECTION FORGES ARE LIMITED TO A MAXIMUM ROOF FASTENER TYPE 4 FOOT 6 FOOT CEILINGS WITH FLEXIBLE FINISHES (INCLUDING L/240 4-3"X 14go.STAPLES,," GROWN OVERHANG OF 24 INCHES. PANEL SPAN < PANEL SPAN < PANEL SPAN G R s Fo o s: d. THE TABULATED UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE <_4 FOOT <_6 FOOT <_8 FOOT GYPSUM BOARD) 20d COMMON(4"XO.Ig2");OR 32" O.G.AT TOP AND BOTTOM MULTIPLIED BY 0.75 FOR CONNECTIONS NOT LOCATED WITHIN 5 FEET OF BUILDING ALL OTHER STRUCTURAL MEMBERS L/240 to LU AND 5TA6GERED NO. 8 WOOD SCREW . Iod Box(3'1X0.128");OR 24" O.G.FACE NAIL AT TOP CORNERS. BASED ANCHOR WITH 2 EXTERIOR WALLS - WIND LOADa WITH PLASTER OR H1360 l 1 AND 50TTOM 5TA60ERED ON e. FOR BUILDINGS WITH HIP ROOFS WITH 5:12 AND GREATER PITCH THE TABULATED 16 10 8 ST0000 FINISHES �-/ 27 BUILT-UP GIRDERS AND BEAMS,2-INCH LUMBER LAYERS 3"X0.131" NAILS OPPOSITE SIDES UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70. THIS INCH EMBEDMENT LENGTH AND: 2-20d COMMON(4"X0.1,12");OR FACE NAIL AT ENDS AND REDUCTION SHALL NOT BE COMBINED WITH ANY OTHER REDUCTION IN TABULATED EXTERIOR WALLS - WIND LOADSa WITH OTHER H/240 (�/ AT EACH SPLICE FORGES. NO. IO WODD SCREW BRITTLE FINISHES +� 3-IOd BOX(3°x5125'7,OR ED ANCHOR WITH 2 3-3"X0.131" NAILS f. FOR WALL TO WALL AND WALL TO FOUNDATION CONNECTIONS, THE UPLIFT BAS16 12 4-I6d BOX(3�"X0.135")QR CONNECTION FORGE SHALL BE PERMITTED TO BE REDUCED BY 60 plf FOR EACH FULL INCH EMBEDMENT LENGTH EXTERIOR WALLS - WIND LOADSa WITH FLEXIBLE H/120d r� �- FINISHES. 295 LEDGER STRIP SUPPORTING 201575 OR RAFTERS 3-I6d COMMON(3 Y2"X0.162");OR AT EACH JOIST OR RAFTER, WALL ABOVE. v 4-I0d BOX(3"x0.125');OR FACE NAIL g. LINEAR INTERPOLATION BETWEEN TABULATED ROOF SPANS AND WIND SPEE17)5 %4 INCH LAC SCREW LINTELS SUPPORTING MASONRY VENEER WALLSe L/600 (� 4-3"X0.131 NAILS SHALL BE PERMITTED. BASED ANCHOR WITH 2 16 R +-� '' t 16 16 NOTE: L=SPAN LENGTH, H=SPAN HEIGHT 2,1 BRIDGING TO JOIST 2-I0d(3"X0.128") EACH END,TOE NAIL h. THE TABULATED FORGES FOR A 12-INCH ON CENTER 5PAGIN6 SHALL BE PERMITTED INCH EMBEDMENT LENGTH LU 2-1--1 TO BE USED TO DETERMINE THE UPLIFT LOAD IN POUNDS PER LINEAFOOT. a. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS 1 I ' HEREIN, THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN , \ AS 0.7 TIMES THE COMPONENT AND CLADDING (ASD) LOADS V a. THIS TABLE 15 BASED ON 180 MPH ULTIMATE OBTAINED FROM THE TABLE R301.2(2). < _ >Z DESIGN WIND SPEED AND A 55 FOOT MEAN ROOF b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE I- -1 1 TABLE R&02.5(5) HEIGHT. THE LENGTH OF THE CANTILEVER. LU 1 �- WOOD PANEL WALL SHEATHING FASTENINO SCHEDULE o b. FASTENERS SHALL BE INSTALLED AT OPPOSING 6. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN Z ROOFS OR WALL5 OF 5UNROOM ADDITIONS OR PATIO ! _! MINIMUM NAIL MINIMUM WOOD MINIMUM NOMINAL MAXIMUM WALL PANEL NAIL SPAGIN6 ULTIMATE DESIGN WIND EN05 OF THE WOOD STRUCTURAL PANEL. COVERS, NOT 5UPPORTIN6 EDGE OF GLASS, THE CONTINUOUS STRUCTURAL PANEL THICKNESS STUD SPAGIN6 SPEED VULT(MPH) FASTENERS SHALL BE LOCATED NOT LESS THAN SIZE PENETRATION PANEL SPAN (INSHE5) (INCHES) EDGES FIELD WIND EXPOSURE CATEGORY INCH FROM THE EDGE OF THE PANEL. ALUMINUM STRUCTURAL MEMBERS SUPPORTING EDGE OF 1_l _ U (INCHES) RATING (INCHESOC) (INCHESO.G.) B C D G. ANCHORS SHALL PENETRATE THROUGH THE GLASS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEEDLU bd COMMON L5 24/0 3/95 I6 b 12 140 115 110 EXTERIOR WALL COVERING WITH AN EMBEDMENT L/175 FOR EACH GLASS LITE OR L/60 FOR THE ENTIRE 0 O (2.0"X0.11317 LENGTH OF THE MEMBER, WHICHEVER IS MORE STRINGENT. OIL �- 6d COMMON I6 b 12 110 140 135 LENGTH OF NOT LESS THAN 2 INCHES INTO THE FOR SANDWICH PANELS USED IN ROOFS OR HALLS OF n ^' (2.5"X0.131') 1.75 24/16 1/I6 24 b 12 1 140 115 110 BUILDING FRAME. FASTENERS SHALL BE LOCATED 5UNROOM ADDITIONS OR PATIO COVERS, THE TOTAL LOAD FOR 51: 1 Inch = 25.4 mm, I MILE PER HOUR = 0.44"1 m/s NOT LE55 THAN 2 Y2 INCHES FROM THE EDGE OF THE DEFLECTION SHALL NOT EXCEED L/120. O _ z a. PANEL STRENGTH AXI5 PARALLEL OR PERPENDICULAR TO SUPPORT. THREE-PLY PLYWOOD SHEATHING WITH STUD 5PAGIN6 MORE THAN 16" CONCRETE BLOCK OR CONCRETE. d. DEFLECTION FOR EXTERIOR HALLS WITH INTERIOR GYPSUM � -1- X ON CENTER SHALL BE APPLIED WITH PANEL STRENGTH AXI5 PERPENDICULAR TO SUPPORT. BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE -L- pAA[CC b.TABLE BASED ON WIND PREE55URE5 ACTING TOWARD AND AWAY FROM BUILDING SURFACES IN ACCORDANCE WITH SECTION 8301.2. d. PANELS ATTACHED TO MASONRY OR DEFLECTION OF H/ISO. l l LATERAL BRACING REQUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION R602.10. MASONRY/STUCCO SHALL BE ATTACHED USINGV Q c.WOOD STRUCTURAL PANELS WITH SPAN RATINGS OF WALL-16 OR WALL-24 SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/0 e. REFER TO SECTION 8703.5.2. SPAN RATING. PLYWOOD SIDING RATED 16 O.G.OR 24 O.G.SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/16 SPAN RATING. VIBRATION-RESISTANT ANCHORS HAVING AN WALL-Ib AND PLYWOOD SIDING 16, O.G.SHALL BE USES WITH 5TUD5 SPACED NOT MORE THAN I6" ON CENTER. ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS W W THAN. 1,500 POUNDS. I tr z \V� m < o O Q v 1 WEBBING TYPICAL 1"1"12 1 11" 1'-10" 4„ 2 (TYP { 22„ 6., 22" 1$, 1, „ 21 1, '.' $ 16 .10DID O'COW ELL' r71<h A R C H I T F. CT P. C. Ml�t M r TODD O'COtINELL,A II SIN o 1200 Veterans Memorial Highway USE SIMPSON :Z-MAX OR HD6 CONNECTORS ao r �IN WEBBING TYP Suite 120 TO INCREASE CORROSION RESISTANCEHauppauge,NY 11788 FOR ALL HARDWARE IN CONNECTION 2 (NP) K/AQ LUMBER. �d �, P(631)650-6666AC-0 I F(631)650-6667, HURRICANE ANCHORS MANUFACTURED BY M' �'�t ti'L N TYPICAL !C(516)658-0325 SIMP50N STRONG-TIE GONNEGTOR5 MODEL No. H2.5AIE1c Ic Effui rAE r-A-U-1-E _r__ff IEK:Llr Eff IEIEKU TONGUE & OR APPROVE EQUIVALENT AT EVERY RAFTER TO PLATE CONNECTION BOTH SIDES WHEN 3' 6' 6" 6' 6" 6' 6' 6' 3' �IN 2" TYP. GROOVE // 4' WEBBING q"r" .:" " RAFTERS DO NOT ALIGN WITH STUDS i/ �IN x DIMENSIONS � '= .�,.rx° r -100 SILL PLA NOTE: - RIM JOIST FORM IS REVERSIBLE BOTH 4 FRONT VIEW �,� s, �, , A.3 SCALE: 1 1 2" 1'-0" 1,' 1E `;ti. `VERTICALLY AND HORIZONTALLY / = 44 6" 6' 6' 3' Mlm � `�� / * BLOCKS STACK ©1'-4" (16") r. INCREMENTS 2"(TYP) =1(V 72" 2' _12„ Q LN ''. `� 4< N ._.x_. j FLOOR JOIST EFE HIM 1-ni 11119 E CA SILL PLAc Rome cellys r} ALL TRAPPING TO BE 90° REVERSIBLE CORNER // \ INSTALLED AS PER MANUFACTURES BUILD BLOCK IGF Kf SPECIFICATIONS AND IRC CODE2"(NP) LEGEND 5 TOP/BOTTOM VIEW Q.3 SCALE: 1 1/2" = 1'-0" Ib Ga. STRAP TIES MANUFACTURED = POSITIVE PROFILES (TONGUES) NOTE: ® = 1/2 HEIGHT POSITIVE PROFILES BY SIMPSON STRONG-TIE CONNECTORS DUE TO VARIATIONS IN ODEL No. GSI& OR APPROVED EQUIVALENT. = NEGATIVE PROFILES (GROOVES) SELECTED PRINTER SETTINGS, m II STRAP TO HAVE MIN. 12" BEARING ON THE STUD 4' "'"0`n AND WRAP UNDER SILL PLATE AT FOUNDATION. REFER TO DETAIL SHEET 01a FOR TYPICAL END VIEW (SIM.) NOTED SCALES MAY NO r 1 1" 8 „4 6 4„ 7 TOP/BOTTOM VIEW LONGER BE APPLICABLE O IGAL S/a"xl2" HOOKED ANCHOR BOLT 7�� 71, 8 WEBBING STIFFNER 2 (REVERSIBLE) z - ® 5'-0" O.G. $ 8 Q.3 SCALE: 1 1/2" = 1'-0" _v - K/1" MIN. EMBEDMENT INTO CONCRETE - WITHIN 6-12 OF EACH END OF PLATE d ROOF STRAFF I NC DETAIL .101- 3 SIDE VIEW o } Q.3 SCALE: 1 1/2" = 1'-0" Z 3 SCALE: 5/4" = P-O" I 00 I wpQw v u0 W mowzis --��N� LEGEND1o � �U (58 mm) Minimum 00 = POSITIVE PROFILES (TONGUES) o i, m J W)Y 2-1/2" (64 mm) Maximum ;� ?� ?� = NEGATIVE PROFILES (GROOVES) m F o;-j o Q o No. 5 Bar Lintel NOTE: Wu NQZ~N}= Q 1N E Q V w y m /h/h/ 6 /h/ ire inf orcement 13" 18" 1?" 13" DUE TO VARIATIONS INtu 'I,�1'Itil' h'I,�l' $ 8 8 SELECTED PRINTER SETTINGS, o z= w w v /h/h/ hh1 6" NOTED SCALES MAY NO V w L o �°-U=o /h/h/ a h''hh'� 22 22 DIMENSIONS OEQUAL LONGER BE APPLICABLE 4 `'Q _ cj h'h . . . QT)spz�Fp vt- /h/ Minimum No.5 wiz-Qwop� I / // Q Q / / / PROVIDE ICE PROTECTION E PER UNDE ."!.I WHICH o w p z o Q O O / h'h' CONSISTS OF AT LEAST 2 LAYERS OF UNDERLAYMENT Q Q w p O �w Q NO Stirrup CEMENTED T06ETHER OR A SELF-ADHERING POLYMER m L 'h'h' 4 h'h' z�N-w��z ► hhhhh hh�h' MODIFIED BITUMEN SHEET TO EXTEND A FROM EAVES O p / /h/ / / /h/// EDGE TO A MIN. OF 24" INSIDE THE EXTERIOR WALL =m '/h/In/ h'�h LINE OF THE STRUCTURE w Q F O z h h h �h� FL 0.11)- Q0. hhhhh hhhh I/2" COX PLYWOOD SHEATHING 12 P O>LU F o° p F hhh d 4 0h�h, OVER 15# BUILDING FELT ���oo4N�O� h h M ASPHALT SHINGLES TO SELECT 7 F w p m w s u n h h h h Insulating Form HURRICANE ANCHORS MANUFACTURED u w }a' 10 1 0° z 1-1/2 (58 mm) Minimum h/h h///h BY SIMPSON 5TRON6-TIE ��Z��� 2-1/2 (64 mm) Maximum II CONNECTORS MODEL No. H2.5A OR p Q Q w APPROVED EQUIVALENT AT EVERY O RAFTER TO PLATE CONNECTION BOTH * ~ ~O Ff-QQ��nOpl-OU I� SIDES VENTED VINYL SOFFIT 2"X6" PLATE ALUMNIUM DRIP EDGE TJI RIM JOIST No. 5 Bar Linte IIx& FASCIA 4"x3" ALUMINUM GUTTERS XI4 560 TJI G.J. o I6 O.G. Ri n f o rc e m e n t W/3"X2" LEADER 1:)LINTF-1- DETAIL 3 50AL.E: 11/2" = 1'-0" 2"X415" AGO BEARING PLATE HURRICANE COIL STRAP,UNDER PLATE AND BEND UP TO JOISTS S/a"A2" HOOKED ANCHOR BOLT • 31-0" O.G. 04 REBAR HORIZONTAL OPTIONAL " SHEETROCK 2"x12" RIDGE • 32" o.c. (5) 2"XIO" HEADER #5 REBAR VERTICAL (5) 2"x10" TRIMMER RAFTER O "BuildBl®ck"6" I.G.F. UNITS z - REINFORCING PER 5PECIFICATIONS Q Q 2"x&" DORMER RAFTER SIDING TO BE SELECTED 1/2" GDX PLYWOOD SHEATHING y CORNER POST (5) 2 N10" HEADER TAIL RAFTER PROVIDE KEYWAY IN X FOOTING '`I<. &" P. GONG. SLAB W/ 6x6 10/10 WWM Ul 24" #4 REBAR m 15" O.G. AND 12" z FROM CORNERS AND WALL r t� OPENING'S TYPICAL ° =;=fad. d ,,II '' —1 °a a 4<' Q pOoo�000 �00000�0000�00000�oo�000�00000 J-� — VxIO" JACK RAFTERa ogo�00000 g�� �ac�go��goC 88� 1� }- d 6" COMPACT FILL } 2"xIO" 1/ALLEY RAFTER a �R MIL POLY VAPOR BARRIER 2" tu x(o" WALL STUD d ' z a Q ua — CIL q) 4.4 . p O z 3 47. o a� 4 d. a d ry w �DORMER DETAIL 8 NALL DETAIL � � z z 5 _ z > SCALE: 5/4" - I'-O" 3 50ALE: I" = P-0" # -Wi d V 111 4-7'-1" ---------------- AJOL)D 0 ',C"sP4rdELL 46'-0" 6�2"� _ 46'-0" J TODD O'CONNELL,AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P(631)650-6666 43'-I" 1' OI'r BLOCK SOL—ID UNDER F(631)650-6667 1 I �i 1 WALL ABOVE C(516)658-0325 24" P. GONG. I . i I TRENCH FOOTING { ! MIN. 56" BELOW GRADE I I r — -I I i I I Q v i l I QI r I PROVIDE WALL I I O N L — J _ KEY IN FOOTING l 0 =� GARAGE H SLAB ON b" CONCRETE 5LAB GRADE1Of0 W.W.M. OVER b MIL VB. ON 4" it I I +I COMPACTED VEL I I I ON COMPACTED SOIL I I I I QILD BLOCK P. GONG. WALL I I ! I W/ FORM WORK r- #o I I IGF WALL OVER ! I FOOTING I j I I " 44'-2" I I N 1 II o � a z ! I II ex -112X-112 GARAGE DOOR 1112X-112 GARAGE DOOR gQXgQ GARAGE DOOR g12XgQ GARAGE DOORxz �m v I = _ , 24" LINTEL 24" INTEL 24" LINTE _ o 24" LINTEL 24" LINTEL N o C C C� C C - CLT = ~=m°W_=�w N — p ° 3 ~ QV 2" -1._O.. 2' q_O 2" Q'-O 2 q-O 2-O 3-O" 2 z�_�xtINYY M 11 II �� �� II N Q 0.. � � �S�IN—FZI~LN�F � N 46-0" =�Nv oozy W 46-0" by2 � QFczj"*I-=}c' _v_ 4-1 47'-INo°ouW W <0P3bMF ` V V O w z-Qwo ~ �O � }- z70QWV00 �� 05,Dcl FOUNDATION PLAN OARAOF- PLAN vN�BIW9zw FL�NO1w�00=�OILNQW_~ x SCALE: 1/4" 1'-0" 11cz ,�U�p6 �0) qSCALE1/4 l�wN°pQ�UwivO� [j) QKQ10IWO i�yUUo� Z =t*QU0OQ=Ov La [f] 1 46-O" 10'-0" 10'-O" q'-O" C- GX 25 OX125 CX 25 1 1 (3) :211X611 (3) :211X611 (3) 2 11X6" I I I I I I I 5'-"i" HT. 211X6" STUDS ® Ib" O.G. WALL - 37'-0" tL Q Q . cV tV 211X6" STUDS ® 16" O.G. m = I, Nc - - ATTIC IDG LU UJ V ul IU 211X6" STUDS ® 161, O.G. 1L — 1L 1L — 1L IU LUNe � ry 1 2x8 R.R. 2x8 R.R. N ry 1 2x8 R.R. 2'x8 R.R. N O Z 5'-10" m Ib" O.G. m Ib" O.G. ® Ib" O.G. o Ib O.G. -� PLT. HT. PLT. HT. `" 211x4 G.T. `" �' 2"x4' 07. F016 O.G. m Ib' O.G. (v 3 :211X6113 2���1 O G 25 G 25 ^ ;t—' tu In U- M 51-011- 5'-0" 5'-O" 5'-O" O U_ t- Z 46'-O" olU1 < � V � W ATTIC PLAN ROOF PLAN z 50ALE: 1/4" = I'-O" SCALE: 1/4" = I'-O" v zlu • # J T.O. GARAGE PLATE T.O. 6ARA6E PLATE - ELEV. +21'_-7" 4x3 ALUMINUM GUTTER W/ 3x4 \ ASPHALT INGLE TO BE SELECTED ALUMINUM LEADER TO BE / �' \ ;/ '� OVER 15# BUILDING FELT SELECTED BY OWNER \ \ � � / • `\� \ � / �� \ \ TOO'CONNELL,AIA ASPHALT 5HINBLE5 TO BE SELECTED 4x3 t 00 V M OVER 15# BUILDING FELT SELECTED BY OWNER ' \ e era Suite 20 is Highway R 3x4 ALUMINUM LEADER, TO BE 12 Hi h ay FLASHING I _ ~� \ Hauppauge,NY 71788 u FLASHING / P(631)650-6566 F{631)550-5667 \ C(516)658-0325 •� �...�, ar• �` ems, T.O. GARAGE PLATE ELEV II 6 $- e - - _ "! ELEV. +11'-6" T.O. 6E PLATE SIDING TO .....- O BE SELECTED s. • 1 :.......... .......... 5 DING TO ® \� a � a o � o � � 000 tf BE SELECTED I F=- 0F=- ' �C �,.ry,4r ,y ✓ �.. ILL-] I _ 71 F=7 GARAGE SLAB F=7 El ED F=--] 171 [71 0 E F711 F=7 F711 0 _6ARA&E SLAB ELEV. +0'-6"F=7 F71 1= F=-] i --1 F=7 F GRADE I t GRADE ELEV. 0'-0" ELEV. 0'-0" N t!1 Z # NEST ELEVATION SOUTH ELEVATION � SCALE: 1/4" = P-0" SCALE: 1/4" = 1'-O" 0 Z �mQ y o T.O. 6ARA&E PLATE T.O. CARA6E PLATE_ _ _ _ _ i m o��"0 Q a \ ELEww1LUoFTw V + . 21-7 ELEV. +21-7 � ASPHALT 5HINGL.E5 TO BE SELECTED _.... OVER 15# BUILDING FELT - ASPHALT SHINOLE5 TO BE SELECTED OVER 15# BUILDING FELTtu / \ �,'� �,z w OW tu tu_ - — _ Q xx�z ANN FLA5HIN6 \; V F- FLA5HING -- =- -- -- -- --- - - - - - - - - 1,qtu0o0 0 4x3 ALUMINUM GUTTER W/ 3x4 —_ — — _.. T — — __ �_ — — � — �� o ALUMINUM LEADER TO BE ::.. 4x3 TTER W/ 3x4 a �°,3 n N N U W SELECTED BY OWNER AL �. - ALUMINUM CU _ _ , ALUMINUM LEADER TO BE SELECTED BY OWNER w N w Q Q 0 winn ao>w=o°-LLQa� � T.O. 6ARA6E PLATE T.O. 6ARA6E PLATE ELEV. +I1'-b" ELEV. W z�U�?p�i�sO z� SIDING TO I I i=aq-►QM<Lo oQ2���a-Q� BE SELECTED SIDING TO d 4 N o a► o v BE SELECTED _GARAGE SLAB 6ARACE SLAB ELEV. 6" I ELEV. +0'-6" GRADE GRADE ELEV. 0'-0" ELEV. 0'-0" EAST ELEVATION NORTH ELEVATION SCALE: 1/4" = 1'-0" SCALE: 1/4" = P-0" O RIDGE VENT ASPHALT SHINGLES TO BE SELECTED 2"X12" RIDGE OVER 15# BUILDING FELT p FLASHING 211X8 R.R. ® 161, O.G. 211X8" R.R. ® Ib" O.G. 4x3 ALUMINUM CUTTER W/ 3x4 211X6" G.T. ® 161, O.G. m ALUMINUM LEADER TO BE } 211X6" STUDS ® Ib" O.G. SELECTED BY OWNER liI " GDX PLYWOOD SHEATHING 211X6" STUDS ® 16" O.G. 0� SIDING TO BE SELECTED _�� " GDX PLYWOOD SHEATHING BE � ' FLASHING - - SIDING TO V-J ATTIC m N _ BE SELECTED (5) 211X10" , cV ; -FLASHING ASPHALT 5HIN&LE5 TO BE SELECTED +� ASPHALT SHINGLES TO BE SELECTED tu OVER 15# BUILDING FELT OVER 15# BUILDING FELT 2"X10" R.R. ® 1611 O.G. 2"X10" R.R. ® 16" O.G. HURRICANE STRAPHURRICANE STRAP 4x3 ALUMINUM 6UTTER W/ 5x4—,,--*,, x4 4x3 ALUMINUM CUTTER W/ 3x4 Q ALUMINUM LEADER TO BE BLOCK SOLID UNDER ALUMINUM LEADER TO BE Lu IU — SELECTED BY OWNER WALL ABOVE SELECTED BY OWNER LU 5�"X14" TJI 560 G.J. ® 16" O.G. aI� 2"X5" AGQ PLATE < _ >.Z BUILD BLOCK h- 6 P. GONG. WALL JAI n/ W/ FORM WORK GARAGE O ' OL l� b" CONCRETE SLAB , H/6x6 1O,{O W.W.M. OVER 6 MIL VB. ON 4" 'I COMPACTED GRAVEL O T ON COMPACTED 501L 24" P. GONG. TRENCH FOOTING MIN. 56 BELOW GRADE r - 4 z SECTION A-A 0 o z SCALE: II/4" = I'-0" O Q v CANTILEVERS SUFFORTI NC BEARI NC WALLS T`i'ff I CAL JOIST TO BEAM CONNED TIONS � Load bearing or shear wall above " (must stack over wall below) ttTODD O't:oNNLLL 8 DIAMETER MAXIMUM HOLE MA`r BE OUT � C H € ', KC ,. p. C. N EACH BLOCK I NC PANEL FOR 10 11-16" FACE MOUNT FLOOR NA I L I NC REOU I REMENTS .1015T; 61t DIAMETER MAXIMUM FOR cV:2 tt HANGER Blocking panel TDD O'CONNELL,AIA WEB STIFFENERS REQ. JOIST OR FOR BLOCKINO PANELS LESS THAN 2x4 minimum 1200Veterans Memorial Highway • LJl JOISTS AT BEARINGS: TWO 86 (2y29 BOX OR 12d (5") BOX EACH SIDE AT EIW 12" LONG. DO NOT OUT FLANOE5 squash blocks suite 120 NAIL5 (I EACH SIDE), V2" MINIMUM FROM END. I Hauppauge,NY 11788 • BLOCKING PANELS, RIM JOIST OR RIM BOARD TO BEARING PLATE: TOP FLANGE p(631)650-5665 'TJI BLOCKING PANELS OR RIM JOIST: IOd (59 BOX NAILS AT 6" O.G. HANGER IF(631)650-6667 TRUS JOIST RIM BOARD: TOENAIL W/ IOd (59 BOX NAILS AT V' X" C(516)658-0325 O.G. OR I66 (5 1/2") BOX NAILS a 12" O.G. SHEAR TRANSFER: CONNECTIONS EQUIVALENT TO DECKING NAIL SCHEDULE Web stiffeners • RIM BOARD, RIM JOIST OR CLOSURE TO TJI JOIST: required each side 10" WIDTH OR LESS: TWO BOX NAILS, ONE EACH TRUS JOIST RIM BOARD AT TOPP WEB STIFFENERS REOU I RED IF at BIW and 152NJ ANDND 51 DES OF HANGER DO NOT LATERALLY BOTTOM FLANGE CLOSURE TYP I GAL 1-JI /PRO 550 4 15OT5 RIM JOIST: TWO I6d (5 1/2") BOX NAILS, ONE EACH �.�" SUPPORT AT LEAST 51a" OF JOIST °- AT TOP AND BOTTOM FLANGE. TJI /PRO 550 RIM J015T: TOENAIL JOIST TO RIM JOIST WITH ONE TOP FLANGE , ' : ��"�, .- � IOd (59 BOX NAIL EACH 51DE OF JOIST TOP A TJ 1 BLOCK I NC DETAIL FLANGE . 2X4 MINIMUM SQUASH BLOCKS: TWO IOd (59 BOX NAILS, ONE EACH AT TOP N.T.S. AND BOTTOM FLANGE. CONNECTION OF MULTIPLE WEB STIFFENER ATTACHMENT PIECES OF TOP-LOADED BEAMS G_ a Apply subfloor Option on #l: ye" minimum adhesive to all TJI Joist blocking with 11%" Width Pieces: 2/tt maximum 3"= � contact surfaces end blocks installed at • Minimum of 2 rows I6d (5Y ? ") nails at 12" o.c. r (�1 5 joist span • Minimum of 3 rows I6d (3y Three bd (2y2") box nails, ") nails at 12" o.c. for N p locations usin " and deeper beams clinched # 14 two Sd (2y"� (Three Ibd (�'2") box nails at TJI d v • Nailed connections require an additional row of ALLOWAE'LE HOLES - TJI® Joists boxnails, nails when nail size is smaller than specified I?�t /Pro 550) z See table option #2: above (minimum 0.131" x 3.25") Web stiffener each side. o Z 2x_ strapping installed at y 3Y2" Width Pieces: 5ee sizes below. b" 5ee table joist span locations using „ 0 • min. two 2y screws per joist Minimum of 2 rows y bolts at Tight fit W WEB 5TIFFENER 51ZE "° _ 1 13 n Option_ 3 24” O.G. staggered 1?" ?" x 2?" minimum11Lo ° directly applied ceiling t. ?tt tt TJI rim joist n-o T m o 9 T 3 o I? x 2? minimum j O J � g o Maintain adequate N t -,o Q When specified on the layout, Additional nailing or bolting may be N Q W W distance from bearings ?�� �� ?�� one or more of the three bracing required with side-loaded multiple member 2. I x 2. minimum o For rectangular holes, ,. � �� °o � � 2 x D D use measurement of tt Must have 13/4 minimum joist ~ o V"hole cuts must D 2 2 options shown must be installed beams. 3? 2x4 o z�p I w T°0 -V from face of 1 longest side bearing at ends ° 3 N N be b"minimum minimum 9 g W Q z a o z W v xNOOwO (also applies TJ I BRAG I N� DETAIL G M I GRDLAI� NA I L I i`iC DETAIL D TJ I l�lB ST INR DATA I L TJI RIM JOIST DATA I L ~ Q N U �o. ° } z '� z-Qw0° Barings to t�"holes) / o �z x Do not cut holes � •5 .5 W ,- larger than 1/Z in N.T.S. N.T.S. 4 I, W o Q��Q�FFZQO N.T.S. N.T.S. •5 cantilever zgy°W�°9=,� O>> w QNNU Minimum Distance from Inside Face of Any Support to Nearest Edge of Hole t=iller block: Nail with ten 10d Qo 1fo u r T 5 For other load conditions or hole configurations not included in this chart, refer to TJ-Beam®software or Cut holes with care and (39 box nails, clinched. Use o=m W° 3 7 V contact your Trus joist representative. in the joist web onlyten Ibd (5y2") box nails from o> o L u Q JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE each side with TJI /Pro 550 `" W LL°�'' _0 TJI®/ zuN��Q�N� � 9 DEPTH 2" 3" 4" 5" 6Y4" 7•' 0/a• 9'• 103/4• 12•• 2•• 3•' 4•' 5•' 6Ya• 7" 85a" 9'• 1084„ 12'• joists. Use 15 nails with IS o 310 0 o rix o Z Pro- 100TS 1'-6" 2'-0" 2'-6" 3'-6" 5'-6" 1'-6" 2'-6" 3'-6" 5'-0" 6'-0" and 20" TJI /Fro 550 §�to)�°�Y N w 3 Backer block: Instal I < 9y2" Pro- 120TS 2'-0" 2'-6" T-6" 4'-6" 6'-6" 2'4" T-0" 4'-0" 6'-0" 6'-6" joists. tight to top flange (tight Pro- 130 2'-0" 2'-6" T-6" 4,-6" 7"-0" 2'-0" T-0" a 4'-0" 6'-0" 7'-0" to bottom flan with Pro- 150 2'-0" T-0" 3'-6" 5- - 6'-6" 2'-0" T-0" 4'-0" 6'-0" 6'-6" g Pro- 250 2'-0" T-6" 4'-6" 5'-6" T-0" 2'-0" T-6" 4'-6" 6'-6" T-0" face mount hangers). � E I PROPERTIESF f TABLES r"I TE I L � EIGHTS � Pro- 350 V-6" T-6" 5'-0" 6'-6" T-0" V-6" T-6" 5'-0" 6'-6" T-0'° Attach with ten 10d (31) [>a Pro- 100C V-6" 2'4- 2'-6" T-6" 4'-6" V-6°' 2'-0" T-0" 4'-0" 4'-6" Pro-300C 2'-6" 3'0" 4'-0" 5-0" 6'-6" 2'-0" 3-0" 4'-0" 5'-6" 6'-6" box nails, clinched when , , r F. x tl� Nt 0113 t?33 �v a.arw,.1 1tIN 13 _r_ l t ! '"� - �'.• a Pro-400C 2'-0" 3'-0" 4'-0" 5'-6" 7'-6" 3'-0" 4'-0" 5'-6" 7'-0" 7'-6" possible. ... E N �...' }-._ Deco T11� 1' fis,al. dao P!€keadlaa 4CP:fl PLoaai2CPwr@Bad! sd €~: ,Ails+ '^sitd :l-r1 I,, t.g, I i t a' t a• _ : _ I ,9 a. DES3fl Pt 3; CtttES .1� 721 a.c. 24°s c, t.2'a G. 24~ .� ra' a' " ,+x � y• Pro- 100TS 1'-0" 1'-6" 2'-0" 2'-6" 3'-0" 3'-6" 6'-0" 1'-6" 2'-0" 3'-0" 4'-0" 6'-6" T-0" 8'-6" p ._ A..: c€,< i` [,a, . _.. t tt 1,, I:° i a:.{' :1•r' ;"i:" t'.', I 3;',.• Pro-120TS 1'-0" 2'-0" 2'-6" 3'-6" 4'-6" 5'-0" 8'-0" 1'-6" 2'-6" 3'-6" 5'-0" T-6" 8'-0" 9'-0" Backer block • I'''an11;=' 11/8' TM 2. n -6" 4'-0" 5'-0" 8'-0" 2'-0" 3'-0" 3'-6" 5'-0" 7'-6" 8'-0" 9'-6" I,° ,t 249 4_g i% -.. : .,.,,_ - .,*srf• < Pro 130 1 6 2 0 6 3 I (both sides of i r, =£' i; I ' _ . ~ `': a. >." Floor Panels Pro- 150 V-0' V-0' 2'-0' T-0" 4'-6" 5'-6" 8'-6" V-0" 2'-0" T-6" 6-0'° T-6" 8'-0" 9'-0'• €_ E C f ";. m _„(`”. t>'°:°• I:`•?' :'., f.w web with single TJI _.,_ Et1 1° .. . ea,ertt Pine i µ. F Pro-250 V-0" V-6" 2'-6" 4'-0" 5'-6" 6'-6" 9'-0" 1'0" 2'-0" 4'-0" 5-6" 8'-0" 8'-6" 9'-6" g ttt.'i` _g: , �� TEE' ii i :f Til 210 S is x'11` 230 3+ ..t<: t ' -, O �€-.ts )<- 5F, I��i¢,t' :t< . • "ry=�" .. .. Y'�, r' °£: r �:. :• r,'«j a........ ......... ... t-r�, Pro-350 V-6" 2'-6" T-6" 5'-0" 6'-6" T-6" 9'-6" V-6" T-0" 4'-6" 6'-0" 8'-6" 9'-0" 9'-6" joists �� 1 I1•.., , € k° _ 1 µ"..- f"`•1I" i `.,I,° A a=_� Pro-550 V-6" 2'-6" 4'-0" 5'-0" T-0" 8'-0" 10'-6" T-6" 6-0" 6'-0" T-6" 9'-6" 9'-6" 10'-6" " "w ° . ° " .�...,, Pro- 100C 1'-0" 1'-6" 2'-0" 2'-6" 3'-0" 4'-0" 6'-6" T-0" �I SIC DATA) tole" .... _.....�. ,.�.. ._ " �� - ;. �;.�. Y. .. :..... .. .... 1'-0" 2'-0" 2'-6" 3'-6" 5'-0" 5'-6" TJ( 1 `��I L( I `� L .,"...-,..-. .,�..�.. .,..�.,�....�.�_ t€C 6:-t;.' •ii' t',. a" � 1 W ".n.f• 6 ��.�" �a'P s`af:,1 .. .. ....... Pro 300C V-6" 2'-0" T-0" T-6" 4'-6" 5'-6" 9'-0" V-6" 2'-6" T-6" 4'-6" T-0" T-6" 9'-0"' # ,>; 2&3 2 ::' 7i : 73:•Is' :•:• 1€ ,. g iQ"f f. I° ' , ?a.'• 1r, I'h'"'g`a1:a.' C ' az , , ° t4 0.9.-01. 1 _ ..Pro 400C 1.-0n 2. n 3-0n 4.-0. 5r-6n 6.-6. 9.-6n 3-0n 4.-0n 5.-0. 6.-6n T- n N.T.S. react�r P aye ties 34 ,,;' ;.4^ .._ t• : Pro- . x ._ n ._ " ._ n ._ n ._ n ._ .. ._ .. ._ x ._ n ._ .. - - - 10'-0" - Mair'ru^~ 311'iF3:fd'" �.".°`tCtsPr"aL'>aSE 'x' m,+ 'S:Q .. J:,'.,3c.. ...,t „ "i v;,cN"" ..S'_ta'•...5-;.,,:" , ,. s ... ...... .,........ ,"[y5' Pro 120TS 1-0 1 0 1 0 2 0 3 0 3 6 5 0 5 6 8 6 1 0 2 0 3'-0" 4'0" 6'0" 7'6" 9'6' 11'6" 9o,st 1c st Only 1�,�~E^d '1 ta:•�m_.3te ��-�"-" s •�-� � 14" TM . n .-O" . .. r n . .. . .. . x . .. . .. . .. r - - - r't 17. #4a:,.t't .1[tr1' B9aFt€C feat;"t dtl ;,"u. ., t. a I;z,-3>' ,a l •,E Pro 130 1-0 1-0 1-6 2-0 3-0 3-6 5-0 5-6 8-6 1-0 2-0" 3'0" 4'0" 6'0" T-6" 10'0" 10'-0" 11'6" 0° aast'v a' 3;a'En° Raaatic ll <t React=® ;:6sa ?ta n n n n n n z.tt tt;C»' E _, SICi: tt s1 ttµ's7 Nx4Yph YYtt W M Uva iA';t NaC tff' .,W. ~ .,.7 t• °" i1r., t'pgc :gtt 279 ° 2 ¢~ e i"'..". 27'_3" I ;'.T'-91' a Pro-250 11-01, 1-0 1-0 1-0 3-0 4-0 6-6 7-0 10-0 1-0 1-0 2-0 4-6 7-0 8-6 10-6" 10'-6" 12'-0" ,., S°€tte"er= NO ,a'•z' ,'.�•,: i:° 'i 2°.9` r,1 '. . ..LV �•,. Pro-350 -0. 1._ x 1._ n T-13" 4. n 5. . T-6" 8'-0" 11r_ x V-0" 1. n 3-0" 5'-0" T-6" 9'0" 10'-6" 11-0" 12'-0" t i i,° �, ��, _ •,- t=� 6_p z`.- �?r'. �' gA""� l�' Pro 550 1-0 1-0 2-0 3-6 5--13" 6'-6" 8'-6" 9'-0" 12'-0" 2'-6" 4'-0" 5'-6- T-0" 9'-0" 10'-0" 12'-0" 12'-0" 13'-0" '' p t I'r z •.r d Coge) �$, . r t" O .-I t..6 ,. 1 •,d{., �. r C..c=tt1 it€0;13:°:ltlTtt,lft°. tt`s+�i'i�47 , 1'.` La- °` Z Pro- 100C 234 .. 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 2'-6" 3'-6" 4'-0" 7'-0" 1'-0" 1'-0" 2'-0" 3'-0" 4'-0" 5'-0" 7'-0" 7'-6" 9'-0" •„ -° , -, ., If0[t'�s3�g xxnn n t11 > _e " 1'.. . . .[`' � _"° ' , ..;._. i °.... ,. . Y ! •.: < "` '•' ''is" !'a Tits 47 Pv!laralrad d t�P3r Dead Lead 4,PSrlsve lac;:O PSf 11ea�laad Pro 300 1 0 1 0 1-6 2'-6" 3 6 4'-0" 5 6 6'-0" 10-0 1 0 1 6 3 0 4 0 5-6 7 0 9 6" 10'0" 11'6' 2 : 13 2' .e. 24's{c, t w~n.c. 16°o fi- 19 2'a c. 24" " ' . t°CTMP400C1'-01'-0" 1-6" 3-0 4'-6" 5-0" T-0" 8'-0" 11-0" 2'-0" 3-6 4'-6" 6'-0" 8'-0" 9'-6" 11-0" 11-012'011i2g7 3 a"2° "• " I+'- ' I4•e' t'.'.a' :. , Y4?;;'.in;;-: .... .. 7»G" V-0- . .. . .. . n r x . n . x r n r x . n . n . n . x r x . n <'t .,.." f:; , e, ai <. ;, ,,..t ,.° Prow 130 1-0 1-0 1-0 1-0 1-6 2-6 3-6 4-0 5-6 7-6 1-0 1-0 2-6 3-6 5-4- 6-0 10'-6" 10'-6" 12'-0" 13'-0" &' = '` € . ,`?f '' -. " 1;'; a' G• C :€<.... ... ... .. ......i.A®a 1 s t ., °#> 6,,:• � ..,.ad'.a. d .. ., x n " n " n x n .. " . .. " . " x " 16 Pro- 250 1'-0" 1-0' 1-0 1-0 1-0 1-0 3-6 4-0 7-0 9-6 1-0 11-4-1 1-0 2-0 5-0 7-0 11-0 11-0 12-0 13-6" ttC „R _ " _ "'°� "•� s.-. ,�'t`a:+". ..................i;'�1:• P TM 1-01, 1-0 11-01, 1-0 1-0 2-6 5-0 5-6 8-6 10-6 1-0 1-0 1-0 3-6 6-0 T-6" 11'-6" 11'-6" 12'-6" 13'-6" , "" ';•.: ,:,"- ., u 0 oit •0it!In on tt thtt , N" 'a B• 4 =° fe { •S d° s Pro 350 '• `<• ."_I "; i.,, e t: ,;;= i '°6,- � t ,.'" "; _ "'� µ_2:.tr,_ .�_�.y .. " �,,, 3,•p:___' B aP V-0- n " .. .. .. " " .. .. .. .. .a 'S .I '61 � ;�• ct� x Pro 550 1-0 1-0 1-0 1-6 3-6 4'-6" 7-0 7-6 10'-0" 12-0 1-0 2-6 4-6 6-0 8-6 9--6" 13-0 13-0 14-0 15-0 =4 G a `', i ,mL 2 MA, :a ,t-t° ° a 91 „ I �i .a.. i ..;-..3: :l' ,. I;'NS°..,1 dc.µ a» I'`s r*'-'4�:' ...,C,i�, „' ... - e.:', eii`" :t ,-. .-^,•t ` q� 3�,,3g.,,., gg , �r.,atl; , rp, ._ .. r_ n r_ n ._ n ._ n ._ n ._ x ._ n . _ ?i. t .$,'-_:' ," <3'a"�" . da a ,:•�.' " r."'� t'.i". Gt.t6a ,."1t"-. r °`p„'€ .6 Pro 100C 1 0 1 0 1 0 1 0 1 0 1 0 2--6- 2'-6” 4'-0" 5 6 1 0 1-0" V-0" 2'-0" T-6" 4'6" T-0" 7'-6" 9'-0" 10'-6" 3` -..>. :` .a. :F ,, n n x x n Pro- 300C 1-0 1-0 1-0 1-0 2'-0" 2'-6" 41-0- 4'-6" 6'-6" 8'-6" 1-0 1-0 2--o" -0 3-0 5--0" 6--0" 9'-6- 10'-0" 12'-0" 13-0" t` ti € s; ? a i - xu9 i:' 2S.y° ;'1 ° 29°t • 2 °" ~ # '"g= n x n _ _._ �, l.. ,,.P € ;a : F' ,•.:, ',, Floor finishes Pro-400C 1'-0" 1'-0" 1'-0" V-0" 2'-6" 3-6 5'-6" 6'-0" 8--6--, 11-0 1'_0" 2-0 3-6 5-0 7-0 8-6 12-0 12'-6" 13-0 14'-0" , f 14 ?3 dl :8'.t. �t t" "t:° 1`i 5'd° t:•"z' j�: Ia,i'' r. s r .. ". .. " ". " 3 ". 3 .. " " .. " ". " 2 4 6 8 10 12 14/ 16/ 2 4 6 8 10 12 14Y4" 16Y4" i � "-I �„- `� � � � � >a k•t � G•.. , "�_ •""' ' r' 4 4Trus Joist Pro-350 1'-0" 1'-0" 1'-0" 1'-0" 4'-0" T-6" 13'-0" 1'-0" 1'-0" 3'-0" 8'-0" 13'-0" 15'-0" 1T-6" tiiCaUt<s" OoAat�nc•r_.t . �r.';.,.P_ ,' ,ca;.„gaTMis :,� °;-•, s` .,',';• ,, 1s" a. nn n rim board x., }" M6 ,, 2141 ,rnV-0" �.,.sl m..•:r:'?'"e•^tS ^., 3'" '.a-„.;,, n Pro 550 1-0 1-0 6-6 15-0 1-0 6-6 10-6 16-0 18-0 - .: 2='�' �:'-:°� •1I � ! a'9 �' 6 ?t.�'.., _ .. . r:arcreta � V Pro- 300C 1'-0" 1'-0" V-0" 2'-0" 4'-0" 6'-0" 11'-0" V-0" V-0" T-0" 6'-6" 10'-6" 13'-0" 16'-6" ?>,3; 2' - =r,^,,;"' ',_•€ m „_,•.' a 3 s €:'€...... ............-i,lCtss Prow 400C 1'-0" 1'-0" V-0" 2'-6" 5'-6" 8'-0" 13'-6" 1'-0" 2'-0" T-6" 9'-0" 13'-6" 15'-0" 1IT-0" Musf have 7/4 minimum�olst a>`IIt'; fr1€;" I° €"" It° iµ2r •.. 19--6- bearing at ends �. Pro-350 - 1'- 1'-0" V-0" 2'-6" W-0" 10'-6" 14'-6" V-0" V-0" V-0" 6'-0" 11'-6" 15'-0" 17'-6" 19'-6" g . n?' zS r ;. ,», ;.. �- tr',, 20" 1.0.. 0.. Cc: rr. �ti.. r.': ,... !fa eat . , .,'�:I:w. f am ,!" Pro 550 1'-0" 1'-0" 1'-0" 1'-0" 3'-6" T-0" 12'-0" 16'-0" 1'-0" 1'-0" 4'-0" 9'-0" 14'-0' 1T-0" 18'-6" 19'-6" m °'ea "eTarr ;6t'r-.^,t;r;:! :7•, •.• •°t ;,, + t=.^ ti'vtetk,<}. rr s TM ;" irz€c t - r`z.~?r:a€r '` '` _."Ks;:^'.. `f u'1; For 711 110,21 D,230,and 3&0^kilts for T111, h� , ,., n n egt`'t;",._+'i"'e:;.,1".,m''I ` C„ _.:°''x'°,`a't9 4OP,Fl=val:ad,10PSP..3dW1 4CPif!€retcac:a9PlFffaadlaad Pro 300C 11-0. 1-0 1-0 1-0 3-0 5-0 8-0 12'-0" 1-0 1-0 1-6 5-0 9-0 12 6" 16'-6" 19'-0" �" '`~ VC n n n J JO 5T DETAIL CWEur•I..,,, r '» 1-':',;, b.. - , :€r ';:rt.;t '�-' ."`t�;' `xi' Z.:n_' ti'o tc. 19?'uc. 24'4: t2'ofi l5 9�2'c•s. 24'ec. Pro-400C V-0" 1'-0" 1'-0" 1'-0' 3'-0" 6'-0" 110--0 14-6 1-0 1-0 4-0 8-0 12-6 16-0 18-0 20-0 �./ T ( RIM M I L ,y- - . `c:`, .:1•'- toot...,,.„• '-' 'i � - Leave Y8"web at top and bottom of hole. DO NOT cut joist flanges. 5 N.T.S. . t':+„ t±'€%m•.g h:f^> Chart is based on uniform load tables in current design literature. ! a IA i M:c fid. ' J ' r 111 J-�-1 Gr LL] For simple span (5 foot minimum)uniformly loaded joists not requiring commercial concentrated loads, one maximum size round hole may be , , .;, 4aT„ w.. hiv,or t'.�: "5 < , –4 Z located at the center of the joist span provided no other holes occur in the joist. — R � C� Ta.3°, ;�.1= 'N t3 Notes 11-1 � ALLOWABLE HOLES - Beams and Headers `� �"` �" �` �'�� � `'� � �° g y� pg �'s �rs"tP.t a+•e�:asr f.°art s.~ar-^�ec�r'� titJ t#k r 1 C6 .' Ici '� ''t 'i':'(a"3:; "•t ":"C"8&'t • T-it�in " ed 2x Diameter of the largest hole (minimum) x 2 Im,.r:,Ih €�; "t41-,.n _ "`..A• .q.�4 e"APd7PL.4 -' V'!i T,'>t 1 ,' i'e � ('- � svj «-.aI,'rA-'�d�.aa�< •'a'" `^"s! trfiia0;yf,)ofw7WeC,it +2qi l; ", ^:.t, r- 0 1y` ";€cwlx'tn*,,Y3 depth r iOJ ,fl't £ m- ritj? T . 0 Allowed Hole Zon1T ^1Gists ere intereer �39_ a IL O O rajararsa� atsJI (ty-lsEapp�GdJnfS r; Y"+iSpans sFaIaereduced 6w~enflaDt Y3 depth pa ►:a°c ra€lid ally - (0V ,!�/ O-•- < +° Uses K^",,t,Lncks€or �tdnvl t+a:ancs#aaarater7; fas€. rK. r 'a`;<.ir- 5.4`:' r.:5 ':r't�ro",,r Y�ix":. " s ?': t:"w tC !O _Z �/ Id tttf r7�-ry sartaFatrld"et rce�crezecrc'e#aFref�„PeaarryyrJaa ra, t : te:'�5 :� 5 "a ° t ':. ;2.tJ ' ::.;iCC :;„sz K Y s an Al lowec Hole Zone Y3 span I a°f° �''`'a`�"' v�fl-Fri' ="T 1 Ae° ass R�^.•trs. ,. 3 p Cut only round holes and +�' �'ti',,., �a:':.:a:='€.bra'"°I•a" u�'F rd. t.;r�r.•:.���,°w t.:k ` O_ v Q ROUND HOLE CHART GENERAL NOTES only in the center of beam rTM "==” "`'= ' '=`"° �°� �''�' ` l g"� � ?� -F I BEAM DEPTH MAXIMUM ROUND . W s 1 Allowed hole zone is suitable for uniformly loaded beams only. r T (11 HOLE SIZE t Wj 4/$ 1 . No rectangular holes. = try d Z 5Y2" 13/4°' 'J O z 71/4"to 20" 2" . No holes in cantilevers. w # < See illustration for Allowed Hole Zone [Q Q � O 0 N