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HomeMy WebLinkAbout40608-Z ��O�g�frFU(,f5 Town of Southold 8/25/2016 P.O.Box 1179 a 53095 Main Rd , Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38471 Date: 8/25/2016 THIS CERTIFIES that the building ALTERATION Location of Property: 1570 Broadwaters Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 104.-9-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/4/2016 pursuant to which Building Permit No. 40608 dated 4/12/2016 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: SCREENED PORCH ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Previte Investment Trust of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40608 08-16-2016 PLUMBERS CERTIFICATION DATED v Autho ' Signatur ®�AgUI'�coTOWN OF SOUTHOLD BUILDING DEPARTMENT Co TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY a 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#: 40608 Date: 4/12/2016 Permission is hereby granted to: Previte Investment Trust 11 Forest Rd Stow, MA 01775 To: reconstruct existing screened porch as applied for per DEC NJ letter. At premises located at: 1570 Broadwaters Rd., Cutchogue SCTM # 473889 Sec/Block/Lot# 104.-9-7 Pursuant to application dated 4/4/2016 and approved by the Building Inspector. To expire on 10/12/2017. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $300.80 CO -ALTERATION TO DWELLING $50.00 ota : $350.80 B or Form No.6 TOWN OF SOUTH OLD BUILDING DEPARTMENT TONA N HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50:00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 -- -- --- - - -- - -- - --- - 3. C6py of Certificate-of Occupancy-$ 23 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00/7 J Date. ' — * / �O New Construction: Old or Pre-existing Building: f/ (check one) Location of Property: o &o o aet C lt ® 6te House No. Street Hamlet Owner or Owners of Property: Pre dia?e (Previte ZriV 7- -ky Suffolk County Tax Map No 1000, Section ®� Block 09" D Lot Subdivision /1J24 56L V_ PZ£r Filed Map. /Se; Lot: Permit No. �-t O V 0 � Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temp bCertificate Final Certificate: check one) Fee Submitted: $ pplica Sig t� A pv SO�j�y®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road CA$ Fax(631)765-9502 P.O.Box 1179 ® �� roger.richert0_town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Previte Address: 1570 Broadwaters Road City: Cutchogue St: New York Zip: 11935 Building Permit#: 40608 Section. 104 Block: 9 Lot: 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Home Owner DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 2 Ceding Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 4 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 2 Twist Lock Exit Fixtures TVSS Other Equipment: 1- Paddle Fan Notes: Inspector Signature: Date: August 16, 2016 OOElectrical 81 Compliance Form.xls �c o o�yCOU ,� TOWN OF -SOUTHOLD BUILDING= DEPT. 765-1802 y- -.4N SPECTION- [ FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR. OF SOplyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FO ATION 2ND [ ] INSULATION [ M IN G / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR o OF SOo !/ryo� coum, TOWN OFSOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH-PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ f FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ '] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [`�] CODE VIOLATION [ ] CAULKING REMARKS: DATE 'L INSPECTORg � OE SOUlyolo � ® moo • �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 -INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] -FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) REMARKS: DATE �� « INSPECTOR 0� OF SOUT'yo h0 �O N O i TOWN. OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: f '�- DATE �S �� �� INSPECTOR ` n —\ 4� 1' i^ WE STATE ENEROY C'01)3 0 Pm } .. NO �f TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING 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 —Survey SoutholdTown.NorthFork.net PERMIT NO. ( Check Septic Form N.Y.S.D.E.C. Trustees —C.O.Application Flood Permit Examined 20 Single&Separate Storm-Water Assessment Form 71, Contact: Approved 120 1t+Iail te:- M Disapproved a/c FD 1r2S`L/fact• cS O-WI/'J Phone: i]�"J�� ^�f'8/,/ Dl�7✓p' Expiration Z ,20 r® f D C L Od B ' ing pector APR PLICATION O UILDING PERMIT ae - .� j ,20 /& BUILDING DEPT. INSTRUCTIONS TOWN OF SOUTHOLD a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. r FSignature of licant o name,if a corporation) o�� sz� 70 S-�'o-.A1 , M 19 0( `7 7,5 (Mailing address of applicant) State whether applicant is owner, lessee,agent,architect,engineer,general contractor, electrician,plumber or builder Name of owner of premises Brey i�e ✓1 J esj�v(i ��'tc S C (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed wory will bdone: 1,6'7 D 13 rQ6 A Wa t!f=,(5 P52 CU/-(14 Qq Ike— House Number Street ffamlaV County Tax Map No. 1000 Section Block ® 9 ^ D ' Lot Subdivision NMau- Eo t o Filed Map No. / S(V Lot �2'S 8 2. State existing use and occupancy of premises and intended se and occupancy of proposed construction: a. Existing use and occupancy i Gf.PV) �"a b. Intended use and occupancy R-eS'-O(eV7 i;a f 3. Nature of work(check which applicable):New Building Addition Alteration Repair ✓ Removal Demolition Other Work R!G8 ,4 p scgr_eNep FORC_/4 (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. IJ14 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law, ordinance or regulation?YES�NCO 13.Will lot be re-graded?YESTO ✓Will excess fill be removed from remises?YES NO -Ve fi er 4 G,t_eY // 14.Names of Owner of premises R Fay/ _ Address 56o w. MA h j27fflhone No.9 7R-5-6 a-9R I F Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YESNO V*IF YES, SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS Y BE REQUIRED. b.Is this property within 300 feet of a tidal wetland? "YES NO * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?* YES NO� *IF YES,PROVIDE A COPY. STATE OF NEW YORK) S: COUNTY OF ' @W R-.klt' ' P)-cy being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the O W n Q,l� (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of Dri I 20 /6 1 6 I-X h P 1P — / e�( 4't'4� Notary Pub TRACEY L. DWYER Signature of Applicant NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2-0-1-0 New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 _ SUNY @ Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631)444-0365 • Fax: (631)444-0360 Website: www.dec.ny.gov v _ Joe Martens Commissioner LETTER OF NO NJURISDICTION TIDAL WETLANDS ACT June 10, 2014 Peter A. Previte Re: 1-4738-04344/00001 11 Forest Road Previte Property Stow,MA 01775 1570 Broadwaters Rd., Cutchogue SCTM# 1000-104-09-07 Dear Applicant; Based on the information you have submitted,the New York State Department of Environmental Conservation has determined that the portion of the property located landward of the 10 foot elevation contour which exceeds ten feet above mean sea level in elevation, as shown on the survey prepared by John T.Metzger, last revised 5/16/14, is beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661)no permit is required under the Tidal Wetlands Act, and check#4658 for$200.00 from is enclosed since application fees do not apply to jurisdictional determinations. Please be advised,however,that no construction, sedimentation,or disturbance of any kind may take 1place seaward of the tidal wetlands jurisdictional boundary, as indicated above,without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project(i.e. a 15'to 20'wide construction area) or"erecting a temporary fence,barrier, or hay bale berm. This letter shall remain valid unless site conditions change. Please be further advised that this letter does.not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Sincerely, Rog vans Regional Permit Administrator KK/file cc: Habitat-TW Mark Schwartz,Architect Scott A. Russell STO�1[�.I��1 WA IE , SUPERVISOR ' MAIN AtGf]EIMUENT SOUTHOLDTOWN HALL-P.O.Box 1179 Q 'own ofSouthold 53095 Main Road-SOUTHOLD,NEW YORK 11971 `�'` CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJ1;CI' INVOLVE ANY oli 'I.'H E:.Y®I.LCOWING. $ (CHECK ALL THAT APPLY) Yes •No fA. Clearing, grubbing, grading or stripping of land which affects more than 5,000-square feet of ground surface. r dB. 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 g 100 feet of horizontal distance. ,0�D. Site preparation within 100 feet of wetlands, beach, bluff or coastal Lj"'E. erosion hazard area. Site preparation within the one-hundred-year f ioodplain as depicted ,, on FIRMNap--of any water-course. .__ 0 Installation of new or resurfaced impervious surfaces of 1,000 square , feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above,STOP Complete the Applicant section below with your Name, Signature,Contact Information,,Date & County Tax Map,Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. E -APPt;(CA(IT (Property Owner,Design Professional,Agent,Contrapl� Contractor,Other) S.C.T.IVI. #' 1 0-400Date - -' ttxt Natae 2 der t`e V �r,ns Section Black Lot ' t8 .LF.F'S rOR BUILDING DEPAWrNME:N"i-USE ONLY Contact informatiorL q 7�,83s- C_�e1% � Reviewed By: Property Address/ Location of Construction Work:, _ ork: _ -- -- �- — �--te. V I �dApproved- for processing Building Permit. Stomwater ManagementControl Plan Not Require Stormwater Management Control Plan is Required, (Forward to Engineering Department for Review,) FORM SMCP-TOS MAY 2014 - 0F SO�lyolo Town Hall Annex J1t Jx[ Telephone(631)765-1802 54375 Main Road v, m�ax(6311765- 5QQ22 P.O.Box 1179 G� • Q roger.richert(Clltown.sout9old.nV.us Southold,NY 11971-0959 Q y BUnDING DEPARTMENT TOWN OF SO.UTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: l Date: ts Ianl Company Name: Name: ......... y` License No.: c) ego a J O0 Address: Lt J2 AJ Phone No.: ' ZAP JOBSITE INFORMATION: (*Indicates required information) *Name: Ipc(E! V f �e *Address: *Cross Street: *Phone No.: ^ FJ,�'_ C ,� Permit No.: Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) Is job ready for inspection: YE NOR ugh Final *Do-you need a Temp Certificate: YES! NO Temp Information (if needed) 'Service Size: 1 Phase Whase 100 150 200 300 350 400 Other 'New Service: Re-connect Underground Number of Meters Change of Service Overhead kdditional Information: PAYMENT DUE WITH APPLICATION 24 5, 82-Request forinspec6on Form fib. ,fTOWN OF SOUTHOLD PROPERTY RECORD CAR® g060 9 OWNER STREET /�j � . VILLAGE DIST. SUB. �-" LOT --F Q5�"Y�Y l`'-M"��% s f-a a�wia��`e�-.r fG h o v-e- FORMER � /�a �a ..� cm �i FORMER OWNE�G� I J N E ACR. t 44 S W TYPE OF BUII-DING , 60tl le RES. SEAS. VL. FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS 4 rejZ Z ao PAr / 6 Ov 6800 5 /r /P z 5 13104 J03 0U C In -s P4 G74,6 'CIO 0�Roo 22-00 0100 2-•_-,-� 0 0i o 14—L i zg0'dL V11i KC V/1�e_ Nps tf�A/ �- AGE BUILDING CONDITION NEW( NORMAL BELOW ABOVE AIA FART Acre Value Per Value Acre n- q, Tillable 1 Tillable 2 Tillable 3 Woodland Swampland FRONTAGE ON WATER �+ V X00 02 Brushland FRONTAGE ON ROAD House Plot DEPTH � ) BULKHEAD /V v Total DOCK f f i SA MEN , , w ' , . { ■■■■■ lea��■■■■■■■■■■■■■■■ ■ ■■■■■■ ■il■■■■■■■■■■■■■■■■■ K.I ■■■■■■0 ■■I■■■■■■■■■■■■■■■■■ I H J� ■■� ■■■ ■■IO■■■■■■■■■■■■■■■■ i� �#► . r [ E ] C� ■■■��i■■■ ■■I■_■_■i �■■■■■■■■■■ ' ■■■■■■■ ■■l■■■■■■M■■■■■■■MEMOOMEN ■ .. •. v - *• .y . ani y^ya» 4 3F'+ /k-.cY."'_M. ■■■■■■■ ■■ ®■ ' 1� ■■■■■■■■■■ , .lFoundation . - xt. Walls , Driveway - I IN r -'�_, ,<� �'�; ..� - �:. _ `� � fit z, ■■■■■■■■■■■■■■■■■©�■�■■■■■■■■ • • 'i.. ai..t ��.ara .r..-+ tc�'r✓ -a�.�..�.+ im. e.,c -4,3 �� ,� ii7U,_ a! *rT•�c--_ .,,. .;ter_ f ,14 �' �.". ���� 2 M1✓�.r:v.^� +G't.Y 1�T' ,_, Y�-r�"t`7�Zh����y��' ' s ■■,■■■■■■■■■■1�■■■■■■■■■■■■■■■ -�t• rrir lA,! �i:r`x~ *e" rr iaY+' ©�■■©�■■■■■■1■■■■■■■■■■■■■■■■ w • I. yFoundation OTHER 1144 QRp ®■ FinishedCo Bo ® : HIMFire Place � . • ' ♦ , '� it. = � 1 �• 00_ ■ MIN _■ N , SURVEY OF PROPERTY AT NA SSA U POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, X Y, 0 1000.-104-09-07 �~ SCALE.• V--30' JANUARY 21, 2014 6�•�2 ,.�- �,. X16+� � .•%// �/,i 1'53 v ZONE AE N6 •,� (EL 6) s • ' /�' ZONE X,., i i `16- y .�X18' �j/ �� �v��pd• � � ,�� �G�S J�J� NI cz 1 1 yT+,, 1 N X Yl+ N N 1 \\\ �!lb \ 'A I 1\ \\ 14 OF OF Fay; A ELEVATIONS REFERENCED TO N.A.V.D. 1988 AREA=43' ia 8� SQ. Fr. < 1. .:. FLOOD ZONE FROM FLOOD INSURANCE RATE MAP TO TIELINES �? A°'4s e—, MAP NUMBER 36103CO164H SEPTEMBER 25, 2009 Y.S. LIC.j NO. 49618 „ ," ANY AL 7FRA 170N OR A00I770N TO 7741S SURVEY IS A VIOLA 110VN CONIC � YDRS, P.C. OF SEC77ON 72090E 7HE NEW YORK STATE EDUCA77ON LAW. LOT NUMBERS REFER TO MAP OF AMENDED MAP A EXCEPT AS PER SEC770N 7209—SUBDIVISION 2. ALL CER77FICA77ONS (631) 765-5020 FAX (631) 765-1797 FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON HEREON! ARE VALID FOR THIS MAP AND COPIES 7HEREOF ONLY IF P.O. BOX 909 AUGUST 16, 1922 AS FILE NO. 156. SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 711E SURVEYOR 1230 TRAVELER STREET *OSE S/GNA7URE APPEARS HEREON. #=WETLAND FLAG SOUTHOLD, N. Y 11971 88`121 REVISIONS: 2x_stud JOiST DETAILS plate nail-16d(3-1/2") wall at 16" Plate nail 16d(3-1/2") ALLOWABLE HOLES - TJI Joists " * on-center box at 16 on-center box at 12"on-center INTERMEDIATE BEARING Floor panel nail-8d bearing or shear wall NO LOAD BEARING WALL ABOVE loor panel nail-8d(2-1-2") 2 1/2")common at 6" g No fleld cut holer 1-1/2"hole may be common at 6"on-center* above(must stack over wall in Hard ed See Table A See Table B y, on-center cut an here in below Web stiffeners zones See Table See Table web out- A side hatched zone - DO NOT required each side Load from 1"or 1-1/4" 1-1/4"Trus �� BlockingBlocking panels cut or notch flange. Blocking Trus Joist Joist rim anal at 63W Y required above anal may be re ulred with p rim board* board 2x4 minimum shear walls above or 6" 1 1 O 1. 6" squash below-see detail B1 1 1/ " L I 2 x D I DI L2 2 x L 2 D2 oe nail-10d(3") 12„ oe nail-10d(3") blocks 6" minimum minimum (applies to all box at 6" box at 6" holes except on-center* min• on-center knockouts) Do not cut holes larger than Remove tongue and groove B1 B1 1/16" 1-1/1^Incanti/ever DONOT g g O Table A- End Support cut holes in cantilever from floor panel edges Boun ary nailing Mi imum distance from edge of hole to inside face of nearest end sup ort reinforcement. supaorted by 1"e-Rim®to -8d(2-1/2") Web stiffeners 2x4 minimum ensure quality nailing. stall proper blocking squash DEPTH TJI ROUND HOLE SIZE SQ ARE OR RECTANGULAR HOLE SIZE TJI rim q ty g , common at 4 to support all ane) required each Conventional construction code minimum for on-center* PP P side at BIW and blocks z" 3" a^ 6-1i2 8-1/2 11• 13^ 2" 3" a• 6.1/2 8-7/2 11" 13" oist se with A3 on/y.See Trus Joist Framer's edges 62W Use 2x4 minimum squash no r-o" r-6• r-o^ s'-o" r-o^ r 6" z'-6' a'6" Al 142 Must have 1-3/4"minimum A3 A3.1 3.29'pledfi"cations. cket Guide for A3.AA3.3 installation 3.4*See Trus Joist Framerrs Pocket Guide for 62 B2 B3 63 CS blocks to transfer load 9.1/2• 210 t'-0" t'-6• 7-0" 5'-0" 1'-0" TV T-6" s'-0" O fJoist bearing at ends O 0 0 additional installations edffcations O around TJi joist 230 r-o" T-o" 2'-6" 6-6" 1'-0^ r-°^ T-0" 5'-0^ 8' P 360 1'-6" 2'-0" 3'-0" 6'-0' 1'-6" 2'-6" 3'-6" 5'-6- III) r-" F-0" '-6" 5'-0" 7'-0" 1'-0" t'-6" 4'-6" V-0" 210 -0" 1'-0" 1'-0" 2'-6" 5'-6" l'-0" 1'-0" 2'-0" 5'-0" 6'-6" 6'-0"length of 1' Hale^ 7'.0" r-o" TV 6'-0" r-0• r•o" r-o" 5'-6• TV TJI joist 8"diameter maximum hole Nail Trus Joist rim 230 r-0" board to blocking Attach reinforcement 360 r-0" r-0" r-6" 4'-6" TV r-o^ 1-0• T-6" 6-6" T-6" 4'-0"length of 8"diameter maximum hole reinforcement and for 11-7/8"-16"deep 560 1'-0" 1%0" 1'-6^ s-o" e'-o^ 1'•0^ z'-0^ 6" o" e'•o" 3/4" for 11-7/8"-16"deep filler block' Use blocking panels;6" with connections to joist with one 8d no r-o^ r.o" r-o" r-0^ r-6^ sw" r-o^ r-o" 3 6 3'-6• 8 0" e'-o" Web stiffeners 8"diameter maximum hole reinforcement 4'-0"length with diameter maximum for equivalent to (2-1/2")common nail at Nail through 2x_,wood backer 210 1'-0^ tw^ 1'-0" t'-0" 3'-0" 6-0" 1'-0" t'-o" r-0" 4'-0" V-6" V-6" required each "_ " blocking panels;6" decking schedule each corner �j 4 for 11-7/8 20 deep on one side at 9-1/2"and 11-7/8" blocking panels 9-1/2"dee g and ta^ z3o r-o^ r-0" r-o" r-6^ 3'-6• 6'-6^ r-o^ r-o^ r-o" a'-o" T-o" 9'-0" ff�� diameter maximum for g P P side at E1W blockingpanels;6" Trus Joist Attach reinforcement TJI joist web with 2 rows lOd 360 1'-0" 1'.0^ t'-0" 2'-6" s'-6^ e'-o^ t'-o" 1'•0" 1'-0" s'-6• s'-o" 9'-6" O P E2,both sides block anels 9-1/2"dee TJI joists. or shorter than 12 long. j g P P rim board to joist with one Sd Blocking panel between Blocking (3")common nails at 6" 560 r-o^ r-o" r-o" z'-6" V. 9'-0" r-o" r-0" r-6" 6-6^ 9'-0" 70'-0" diameter maximum for at E3 or shorter than 12"Ion O not cut flanges. ) 210 1'-0" 11-V r•0" r-0" 1'-6" 3'-6" V-0" 1'-0" r-O" 1'-0" 2'-6" 6'-6• 6'-0" 10'-6" locking panels 9-1/2 dee g 2-1/2" common nail at ch joist.Nail to top panel n-center,clinched.Use H g P P not cut flanges. ( ) 230 1'-0" 1.0" 1'-0" 1'-0" 2'-0" 4'-0^ 6'-6" 1- 1w" 1'-0" 3'-0" 7- 9'-0• 11'.0" Ir.y' or shorter than 12"long. g each corner plate with connections 16d (3-1/2")nails with 16" 360 1'-0" 7.0" 1'-0" 1'-0" 3'-0" 6'-0" 9'-0" 1'-0" LDo not cut flanges. Trus Joist equivalent to decking 3- 2"TJI joist 560 r-o^ r0" r-0" r-o" 3'-0^ 6-6' Io'-o" r-0" r-o" 10' rim board schedule. a ge widths. a 6^ 8^ to" 12^ 15" n^ a" 6" 8" l0" 12^ 15" n" Trus Joist 12"length of ww � rim board ttach 3/4" 12"length of 18, 360 1'-0" 1'-0" 1'-0" 2'-0" 5'-0" 30'-0" 1'-0" 1'-0" 5'-0" 10'-0" 77'0" 13'-6 reinforcement to reinforcement 3/4" 560 1'-0^ 1'0^ 1'-0" V-0-TV-0-111--0- 1'-0' 1'-6' 6'-6" V-0" 12'-0" 14'-6" W H ttach reinforcement joist web with 3 on one side at reinforcement 20" 360 1'-0" r.0" r-0" 1'-0" 2'-0" 7'-0" 10'-6" 1'-0" 1'-0" 2'-6" 8'-0" 11'-6" 14'-0" 15'-6" Trus Joist rim „ , 560 1'-0• 1'-0" 1'-0" 1'-0" P-0" T-0" 11'-0" 1'-0" 1'-0" 4'-0" 9'-6" 12'-6' board to joist with 8d(2-1/2") rows lOd(3') E5,both sides on one side at common nails at 6"on- common nails at 6" at E6 Wood E7,both sides ` v� able B - Intermediate or Cantilever Support � Z rLA° center.When on-center,clinched. backer �(<` reinforcing both 2 v� Use 2 rows with 9-1/2" at E8 `�es a+� e<aa5 Minl um distance from edge of hole to Inside face of nearest Intermediate or cantilever support Face grain tea+ a��R` Less than Less than 112 e�ei cacti �° ROUND HOLE SIZE SQ ARE OR RECTANGULAR HOLE SIZE U sides,stagger nails. in and 11-7/8 \' V t� horizontal 5" 5„ cask L�, yEo � DEPTH TJI El El E2 E3 E4 TJI joists. E5 E6 E7 E8 Fl �en�' l°� °� z" 3" 4" 6-1/218-'n 11" 13" 2^ 3" 4" 6-v2 8-tn n• 13" Not for use with 3-1/2"TJI 110 1'-6" 2'-6" T-0" 7'-6" 1 1 I'-6" T-6" T-6" 6-6" joist flange widths 9.1/2" '210 T-0" 7•6" 3'-6" 7'-6" T-0" TV 4'-0" T-0" 230 T-6" 3'-0" 4'-0• 6'-0" 2'-6" T-0" 4'-6" 7'-6" r7 Filler block Attach 360 3'-0" a'-o" 5'-6" 9'-0" T-0" 4'-6" 5'-6" 8'-0• O FO -0 Ito '-0" 1-0" f 1' -6" 4'-0" 8'-0" 1'-0" -6" -6^ 6-6" '-0" r � with ten lOd(3")box WEB STIFFENER ATTACHMENT 210 r-0" r-0• TV 4'-6" 9' ^ r-0" 2'-0^ , T-0" T-6" lo'-o" h--� `.J nails,clinched.Use ten 11-7/8^ 230 1'-0" TV 2'-6" V-0" 7-6• 11.0" 2'-6" T-6" e'-0" t0'-o" 16d 3-1/2" box nails from EXTERIOR DECK ATTACHMENT /Gap;, 360 r-0" TV 4'-0^ T-0" n'-o^ r-0" 3'-6" 5'•0" 9'-6" n'-0" ( ) Option#i: I-1/8 minimum �..{ each side with 3-1/2" 560 1'-6" T-0" 4'-6" B'-0" 12'-0" T-0" 4'-6" 6'-0" 10'-6" 12'-0" Structural exterior Apply subflooradhesive to a// TJI Joist blocking with end 2-3/4"maximum no r-o" r-0" r-o" r-0" 4'-6" a'-o" r-o" r-o" r-0" 5'-0" 9'-0^ 72'-0" Web stiffeners TJI joist flange widths. sheathing contact surfaces cks installed at 1/3 joist 11#2"C 210 r-0^ r-0" r-o" 2'-6" s.o" V-0" 1'-0^ r-o" r-o" 6-0" 10'-0" 12'-6" required if sides of Use fifteen nails with Backer block q I,%%%% span locations using Three 8d(2-1/2")box nails, 14• 230 r-o" r-0• 1'-0" T-0" 5'-6. 101-0" r-o" r-0" 2'-6" 6-0" 10'-6" 13'-0" Q hanger do not laterally TJI joist depths Install tight to top Bearing plate Flashing III o 8d(2-1/2") clinched 360 1'-0 1'-0^ z'-o" s'-6" s'-6" 12'-6^ 1'-0^ z'-o^ a'-o^ 9'-0^ 72'-0" 74'-0^ support at least 3/8" greater than 16". a�` box nails or " 560 1'-0" I'-0" 1'-6" 5'-6" 9'-6• 13'-6• 1'-0" 3w" 5'-0" 10'-0" 13'-6" 15'-0" PP flange(tight to Flush plate with inside Treated 2x o`St SQ a�. 2-1/2"screws, Three 16d(3-1/2)box nails 210 l'-O" r-0" 1'-0" r-0" T-0" 5'-6" 9'•6" r-0" r-0" r-0" 4'-6" T-6' 12'-6" 75'-6" "flange p bottom flange with face of wall or beam — at 3-1/2'TJijoist flange widths 16, z3o r-0^ r-0" r-0" r-6' a'-0" 6'-6^ to'-6" r-o^ r-0^ r-o^ s'-o^ 7ty-6" 13'-0" 16-0" face mount ledger X13 S3 typical 11#2� 36o r-o" n0• r-0" 3'-0• 6.6" 10'-0" 13'-6' 1'-0" P-0" Y-0" T-6" 13'-0• 14'•6" 17'-0" angers).Attach Web stiffener each 560 P-0" r-0• l'-0" 7-6" T-0" 11'-0" 15'-0" 1'•0" I'-0" 3'-6" 9'-0" 14'-6" 19.0" lbw" with ten 10d(3") See fastener Trus Joist Option#2: I�vJ I side.See sizes table below.Maintain rim board 1 W 1 a• 6" 8^ lo" tz" 15• 17" a" 6• 81 10" 12" 15" 17" To box nails,clinched 2x strapping installed below. P 2"distance(minimum)from 18, 360 1'-0" 1'0 T.0" 6'-0" 9'-0^ 15'-0" 1'-0" 4'-0" 9'-0" 74'-6• 16'-6" I9'-6" flange when possible. ro� at 1/3 joist span Tight fit s6o r-o" r-0^ 2'-0" 6'-0^ lo'-o" 16-6" r-o^ 6-0^ n'-6^ 76'-6^ Is'-o^ zo'-o° hanger edge of ledger to fastener. locations using two g 360 1'-0" 1'-0" 1'-0" 3'-0" 6'-0" 11'-0" 75'-6" 1'•0" 1'-6" T-0" 12'-6" 16'-6" Face mount acker block \ 2-1/2"screws per joist W Web Stiffener Size W Web Stiffener Size 20" 560 1'-o" 1'-0• r-o- 1'-6" V-6• 72'-0" 16-0" Allowable Load/Factored Resistance(lbs) O tion#3: " " " " Rectangular holes based on measurement of longest side. hanger both sides Fastener P 1-1/2 1/2"x 2-5/16 min 2-5/16 7/8"x 2-5/16 min g 1-3/4"rim board 1"e-Rim directly applied ceiling oles may be located vertically anywhere within the web.Leave 1/8"of web(minimum)at top and bottom of hole. of web with 3/8"lag boll 400/630 N.A./N.A. 1-3/4" 5/8"x 2-5/16"min 2-1/2" i"x 2-5/16"minimum Knockouts are located in web at approximately 12"on-center;they do not affect hole single TJI 1/2"lag bolt 475/750 325/N.A. When specified on the layout, one or more of placement. Q joist .Allowable load determined In accordance with AC 124. a three bracingo tions shown Lmust/be 2-1/16" 3/4"x 2-5/16"min 3-1/2" 2x4 • For simple san Y minimum uniform) loaded Joists meetingthe requirements of current Trus Joist product guides,one ^l hil H2 H3 O ,Corrosion-resistant fasteners required for wet-service PB P I l O maximum size round hole may be located at thecenterof the joist span provided no other holes occur in the joist. applications. installed '^ . Distances are based on the maximum uniform loads shown in current Trus Joist product guides.For other load conditions or hole configurations contact your Trus Joist representative. BEAM and COLUMN DETAILS ALLOWABLE HOLES - Beams and Headers BEARING FOR DOOR OR BEAM TO BEAM BEARING AT CONCRETE 2x diameter of the largest hole(minimum) BEARING AT WALL WINDOW HEADER CONNECTION WALL s3 p - Joist Framing 1/3 depth Trus Joist rim board o O Allowed hole U o o x c zone *� Strap per code if o 1/3 depth o o Cut only round ho/es and only 7� or blocking for top plate is not Blocking In the center ofbeam. F/ Q lateral support continuous over panel Safety bracing(1x4 header minimum)at G on-center and 1/3 span Allowed hole zone 1/3 span ROUND HOLE CHART (:Q U E1 extended to a braced end BEAM DEPTH MAXIMUM ROUND Q wap, HOLE SIZE Silent Floor joist framing Fasten at each joist with 4-3/8" 1" does not require bridging o 8d(2-i/2")nails minimum . For uniformly loaded beams only. --" 5-1/2" 1. or mid-span blocking (see WARNING). Rectangular holes are not allowed. 7.1/4"to 20" 2" To flange , . No holes In cantilevers. See Illustration for Allowed Hole zone hanger H2 " No holes in headers or beams In plank orientation. Face mount Parallam®PSL or hanger DONOTbevelcutjolst At beyond Inside face of Rim board joint Ll TimberStrand® L3 See current Trus Joist (�)4vlth rotect untreated wood from direct contact we//. E2 between joists TJI JOIST ATTACHMENT at BEARING O LSL Column O O literature for framing concrete O A3 TJI Joist to Bearing Plate Squash Blocks to TJI Joist(Load connectors Trus Joist rim board bearing wall above) One 10d(3")box CONNECTION OF MULTIPLE PIECES OF Seat cuts must be within nail into each flange TOP-LOADED\I BEAMS 1 welt One ed BEARING AT COLUMN () CS box naailil each „ TJI rim joist side.Drive nails 1-3/4 Width Pieces: at an angle at Minimum of 3 rows lOd(3”X 0.128")nails at 12"O.C. L3 Trus Joist least 1-1/2"fromrim board eno. 1-3/4"minimum bearing A2 at end support;3-1/2" Verify Parallalm PSL or Minimum of 4 rows 10d(3"x 0.128")nails at ELEVATED COLUMN minimum at intermediate TimberStrand LSL 12"o.c.for 14"and deeper beams BEAM ON COLUMN COLUMN BASE BASE O support column if using 12d(3-1/4")or larger nails,the CAP B1 L1 Shear transfer-Connections equivalent to capacity and beam number of nailing rows may be reduced Optional Ht tloorpanelnallingschedule bearing length. b one. non-shrink Y B2 Rim to TJI Joist See current grout Trus Joist 3-1/2"Width Pieces: Trus Joist rim board or literature. Minimum of 2 rows 1/2"bolts L5 63 1-3/4"wide TJI rim at 24"o.c.staggered nail into each flange TJI Floor joistOne 10d(3")box 3-1/2"wide TJI rim jotstToe nail with 10 0)Load must be applied evenly across entire O (3")box nails,One each joist 2-1/16"-2-5/16"wide beam width.Otherwise,use connections for side-loaded beams. P side of TJI joist flange Butting Use B1 or B2 at TJI rim jo x nail int O Additional nailing or bo/ting may be required with O O O B4 joists (3-1/2")box nail into each L5 O P1 P2 P3 with blocking terrnediate bearings flange L6 side-loaded mu/tip/e-member beams.Refer to current g 3-1/2"wide panels i load bearingshear TJI rim joist product literature. End of joists or ear Top View at centerline wall from above of support FASTENING of FLOOR PANELS Braced end wall BEAM ATTACHMENT at BEARING Closest On-Center Spacing per Row see note 3 under Trus Joist rim board WARNING Nail Size Tit Trus Joist rim board TimberStrand LSL Hi One 10d(3")box 110 and 210 230,360 and 560 1" 1-1/2" 1-1/2"or wider Microllam LVL Parallam PSL O nail each side of • member at bearing, 8d (2-1/2")box 2-1/2" 2" 6" 4" O 1-1/2"minimum from end 8d(2-1/2")common 3-1/2" 2" 6" 4" 3" 3" 3" O I • O tOd(3'),12d(3-1/4")box 3" 2" 6" 4" INSTALLATION TIPS L4 O Drive nails at an Seeframingplan/ifapp/icable)or framer's Pocket 10d(3'),12d(3-1/4")commo 4-1/2" 3" 6" 4" 1 4" 4" Subfloor adhesive will improve floor performance,but angle to minimize Guide for minimum end and intermediate bearing !•1 n7 may not be required. 0 Xterlor Deck splitting of plate lengths_ 16d(3-1/2")common N.A. 4" 16" 6" 6" 8" 6" LA (1)Can be reduced to 4"on-center with maximum nail penetration of Id/8"into the narrow edge. When Joists are doubled at non-load bearing parallel O partitions,space joists apart the width of the wall Structural ttaehTYtent Reeommended nailing Is 12"on-center in field and 6"on-center along for tu HVAC. ` O sheathing sheathing edge.Nailing requirements on engineered drawings supersede Additionnalaljooisstt at plumbing drop(see detail). O DO NOT use sawn lumber recommendations. O for rlm board or blocking. Nailing rows must be offset at least 1/2"and staggered. . O Sawn lumber mayshrink 14 ga.staples may be substituted for 8d(2-1/2")nails if minimum penetration O after Installation. WARNING of 1" Into the TJI joist or rim board is achieved. Protect O See ALLOWABLE untreated wood HOLES Joists are unstable until braced laterally Farthest On-Center Spacing per Row from direct O Maximum spacing of nails is: contact with H3 Bracing Includes.• For joist widths 1-3/4"or less: 18"on-center concrete •Blocking •Sheathing 1 FOr joist widths greater than 1-3/4": 24"on-center HanDO NOT allow workers to walk on .Strut Board Lines .Rim otDO NOT stack building materials joists on unsheathed joists Stack only FILLER and BACKER BLOCK SIZES Shiftedjoist Additional until braced. over beams or walls. TJI Flange Widths 1-3/4" 2-1/16" 2-5/16" , 3-1/2" joist INJURYMAYRESULT. g Plumbing drop Bearing plate to 9-1/2"or 9-1/2"or 14"or 9-1/2"or 14"or 18"or 11-7/8" 14"or 18"or be flush with Inside A Weyer aeuser Business WARN/NG NOTES. Depth 14" 11-7/8" 11-7/8" 16" 20" 16" 20" Squash blocks and blocking panels ca stacked face of wall or 11_7/8" 16" g p m' beam Lack of concern for proper bracing during construction can result in serious accidents.Under normal conditions if the -.. x vertical loads(details Bl and B2).Packing out the Filler Block* 2x12+t/2" g Two Two Two following guidelines are observed,accidents will be avoided. 3a4 2x6 2x8 3/8" 3/8" 1/2" 1/2" sheathin web of a TJI joist(with web stiffeners)is nota (Detail H2) sheathin sheathingsheathing sheathingg 2x6 2x8 2x12 substitute for squash blocks or blocking panels. 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI joists must be completely installed and properly nailed. Cantilever Filler 2x6 2x10 2x6+3/8" 2x10+3/8" 2x6+1/2" 2x10+1/2" Not 2.Lateral strength,like a braced end wall or an existing deck,must be established at the ends of the bay.This can also be {Detail E4) 4'-0" 6'•0" sheathing sheathing sheathing sheathing Not applicable long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long applicableaccomplished by a temporary or permanent deck(sheathing)fastened to the asst 4 feet of joists at the end of the bay. " 3.Safety bracing lines of 1x4(minimum)must be nailed to a braced end wail or sheathed area as in note 2 and to each joist.Without this Backer Block* bracing,buckling sideways or rollover is highly probable under light construction loads-like a worker or one layer of unnalled sheathing. 5/8"or 3/4"Or 4.Sheathing must be totally attached to each TJI joist before additional loads can be placed on the system. (Detail Fl 3/4" 7/8" 1"Net 2x6 2x8 2x12 ��••••�� ��^ or 1-12) 5.Ends of cantilever require safety bracing on both the top and bottom Flanges. ' Ifneoessary,increase filler and backer block height for face mount hen err.Maintain 1/8"a at top of joist;see detail W.Filler and backer block lengths should 6.The flanges must remain straight within a tolerance of 1/2•from true alignment. yz _ accamodate required nailing without splitting(12"minimum for backer blocks and24"m1n1mum for fillerblockr). This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide, which should be referenced for additional information. f' PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. 0-pC 111'(1- k'!vy OR USE IS UNLAWFUL " THOUT GER T E"ATE -- -- -� -----— - , b I UGC -- ---- _ DATE: �4� ti"' .. _ -- FEE: av . .. .... _.. s yt r:=.S C?o !'JOT. ,! I ; ., I t`�a�v`f,.! C ODES 765-16 2 $�,,� ,�jC�i'= FdLLC Ij'\JG I. F0U'!,;DA T ICN _ iI�I_I.1 y � f� 2. ROUGH - Ft i I i�J , A..'I. 3. !NS•JLATICP! 4. FINAL - CON'S)TF,UC ON DE COMPLETE-F ;F0,R ALL _.._._ _.__...._.__..__._.._ _...-----...._..__....__.._. REQUIREMENTS CONSTRUCTION THE ,O °"GT Tt' t _ IE G :) S ^F ------... _ YORK STATE. 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( II ScRF��v I- 5'CRf'�N O PF-h)!/J 45S C�,/z.P IN +,J F'sl' Tr- / T stG�. w l o° poor PLAN ��ROP0510•D n�P7 ,LVL w162),425'p STEL PLA? s ti 4 Q w r w w y 7"0 rrr laNDE94,e1j xo _ 1/ ..�ctzcaFP opr 61J+« x” r, 2/�4�2 SCRE�t�S FIT �},r< OSP EN sg�y scR� �S Iq Previte House ADDITIONS &ALTERATIONS 1570 BROADWATERS ROAD -- }(�STiN� 3 SC-per �Pjt�eN � 7a CUTCHOGUE, NY Rebuild Screened Porch s7� .t" POOP, SCRF-Ems &40'w x�3ly"H --G aaR PL A IJ Pp opoSE.D a a✓\�Jy f� REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE NYS CODE: 2010 EDITION PLAN CONTENTS: GENERAL 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING BUILDING HEIGHT (SEE PLANS) CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL.: 3-8d COMMON EACH TOE-NAIL TOP PLATE 10'WALL: 4-8d COMMON RAFTER 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) CEILING JOIST 8'WALL: 3-8d COMMON EACH intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TOE-NAIL TO TOP PLATE 10'WALL: 4-8d COMMON JOIST for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE CURRENT SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER W'FCM - SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE r FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WTCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER W FCM - SBC END NAIL ATTICS w/o STORAGE 10 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE DESIGN LOAD CALCULATIONS ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL (DO NOT SCALE DRAWINGS). __. First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 �--, 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped underNAIL NAIL GAURDRAILS ANY DIRECTION 200 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NOTES QTY. SPACING EXPOSURE CATAGORY (DESIGNED FOR CAT.C) precautions and programs in connection with the work. There are no warranties fora bottom plate, 3 Inch square washes shall be used with the anchor bolts. Anchor bolt TOP PLATE TO PER FACE NAIL specific use expressed or implied in the use of these lads. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, 2' - 16d COMMONLOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION W p p p p TOP PLATE FOOT SEE NOTE: 1 H anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all � 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE Z 4E -16d COMMON INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE O 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 2! -16d COMMON24 FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD O.C. NAIL Sym.: attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16" O.C. FACE SEE FLOOR PLANS U0 such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER 16d COMMON ALONG EDGES NAIL SMOKE &CO2 DETECTORS in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMO PER 2x4 STUD END in DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION O U 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 -16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK I""{ 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type Il exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 -16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA Q 1). The General Contractor and Mason to review plans, elevations, details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 GROUND WIND SEISMIC FROST WINTER ICESHIELD Q FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP, REQUIRED 2). All footings to rest on undisturbed (virgin) soil. JOINT DESCRIPTION NOTES - g ( g ) interior shearwalls are used. Sheathing and connections shall be in accordance with QTY, SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE. concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls beingattached to existing concrete structure shall 2 - 8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE g with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to b2 TO JOIST 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 CEILING ASSEMBLY: END NAIL 9). CATHEDRAL poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs BLOCKING TO: EACH TOEEE NOTES: 1 ( BOTH FIELDS) p to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and SILL OR TOP PLATE 3 - 16d COMMONBLOCK NAIL INTERIOR ZONE 8d COMMON @ 6" O.C.O.0 8d COMMON @ 12" O.C. anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge NOTE: 2 FOR PANEL FIELD 6 maximum lifts (layers). GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. d COMMON @ 4" O.C. SEE NOTES: 1,3 Q W W along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE 11��--�� 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMONJOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES C) DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE 4� O 7 . Dam roof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. U PP 1 Unless otherwise noted all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END O ' N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over )• � g 3 - 16d COMMON QJ � �D the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, pa U the 4 foot perimeter edge zone attachments required shall be used. o BAND JOIST TO: PER TOE NAIL P g q 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. SILL OR TOP PLATE 2 - 16d COMMONFOOT SEE NOTE: 1 Girders on concrete piers shall be anchored with proper steel connectors anchored 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHEATHING: For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. NAIL NAIL 1). All framing techniques and.methods as prescriptive design of current SBC High Wind 3)• Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION Q- SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: --------- --- --- - Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING 4' EDGE ZONE 8d COMMON @ 6" O.C. d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) g g NOTE: 2 FOR PANEL FIELD where needed. GYPSUM 7" O.C. EDGE t- 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. WALLBOARD 5d COOLERS 10" O.0 . FIELD INTERIOR ZONE 18d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: NOTES openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7)• All joists to be supported with hangers and anchors. Each Joist shall also be anchored NAIL NAIL openings between 4'1 and 60 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION QTY SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. . and blocking where applicable. STRUCTURAL AS PER TABLE 3.9 1). For wall sheathingwithin 4 feet of the corners, the 4 foot edge zone attachment requirements shall 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. PANELS 8d COMMON WFCM - SBC ) g q 5). All flush beams/headers to be installed with heavy duty galvinized hangers and be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 6d COMMON 3" O.C. EDGE 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub!. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tSd COOLERS he installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. WALLBOARD 10" O.C . FIELD on plans. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/o,- 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: other access openings unless otherwise noted (typical). 3). if wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 9). Provide blocking bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists 1" OR LESS 8d COMMON 12" O.C. FIELD HVAC SYSTEM NOTES as required by current NYS Residential Code-FIREBLOCKING REQUIRED under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. requirements. Fireblocking shall be provided in wood-frame construction in the following locations. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO IBE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE MOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 equipment supplier. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing SOIL COMPACTION: using parallel rows of studs or staggered studs. CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panell edge. If wall sheathing is nailed 3" on-center at the ainel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, Contractor and owner for final review and approval. P g g TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL drop ceilings and cove ceilings. 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 3).In concealed spaces between stair stringers . the top and bottom of the run.Enclosed spaces adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled, or alternate connectors,such as shear Tates, shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. over subfloor as per manufacture's instructions. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. P P DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 13). All bathroom walls to have 1/2 thick moisture-resistant sheetrock. Garage walls and 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall beermitted P 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or N.Y.S. Residential Construction Code. approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type material over. 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to be installed with a foam sill gasket and cop- -tex termite shield or approved equal. X057684, PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS h- L DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. MANUFACTU'RER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY AL ^• REVISIONS: WIND LOAD PATH C AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS RAFTER WALL STUD ENDWALL CRIPPLE STUD BOTTOM PLATE o ° U RIDGE LEDGER BATHTUB ° HEADER DOUBLE JOIST O SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBERI DESCRIPTION APPLICATION LOCATION USP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBERI DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1 4"x12" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLII OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / g FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT71 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 118ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC 0 WALL STUD THROUGH—ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR W H METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL � Q CHIMNEY AS REQUIRED ~ RIM BOARD RAFTER Qi SILL PLATE(S) WALL SHEATHING RAFTERS VENTILATION �D MAINTAIN p� U WOOD JOIST SIDEWALL FLASHING BLOCKING E-D FOUNDATION - - PLATE 2x4 LEDGER ' B LOC KING ' FINISH WALL AND MOISTURE Z TOP BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST o O STAPPING TO BE ATTACHED TO WALL STUDS 048"OC AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA ~ U AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA _ - FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER ^ INSTALL 4'0" O.C. ��.'� SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT ^H^ 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT / EXT. PLYWOOD H ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE INSTALL 4'0" O.C. AND SO AS TO MAINTAIN AIR 8" — 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY 4" — 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR CONNECT TO ON ALL OPENINGS / AC TION EAC H RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. — CONNECT TO ROFOF VENED TILATION DETAIL OVER BEARING WALLS AND HEADER 14" — 16" LSTA36 1-1/4"x36' 18ga. STRAP AND JACK STUDS 8' 12' RAFTER RT20 1-1/8' x 20ga. TYDOWN ANCHOR EACH RAFTER ON ALL OPENINGS KEEP ROOFING NAILS OUT / OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE FLASHING 4 INCHES Q RAFTER RIDGE CAP OF SAME � O BASE FLASHING WRAPS CORNERS, EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING Z SIDES 4 INCHES AND LAPS NAILED TO SHEATHING C/J z SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT C) W W WOOD JOIST Q TOP PLATE GIRDER/HEADER V.01 SIDE WALL FLASHING WOOD JOIST U 1ST. FLOOR WALL STAPPING TO BE ATTACHED T.0 WALL STUDS @48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD p-•� Ln FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES D PROVIDE HEMMED EDGES SO RAFTERS AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 1-1 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGSCONNECT EACH FROM PEAK TO ALLOW FREE RIDGE VENT FOLDS THE PROPER STEEL CONNECTOR. RAFTER PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO INSTALL 4'0" O.C. / RAFTER TO PLATE SLOPE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS CONFORM E TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF ON ALL OPENINGS PLATE WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD _ DBL. SILL PLATE TERMITE SHIELD �— SUBFLOOR SILL GASKET WOOD JOISTS ` NEOPRENE CONC. SLAB GASKET '".� 2x6 /2x8 CONTINUOUS WOOD PLATE TYP. CONC. FOUNDATION A 6 MIL. POLY ° • V-1 ` ; DAMPPROOF EXTERIOR GRANULAR FILL I /2 " DIA. AWITH BOLTSSTEEL B@48" o.c. STAG. 6MIL POLY ON EXTERIOR ' ° V STEEL COLUMN r e ROOF JACK ��� �. V � � CONC. SLAB ' '0 - ° STEEL BEAM // IIS p e A 0 �'Q ANCHOPOURED COLT EMBEDMENT: �`�` ° V f COMPACT FILL o %p 1 `� I TOP AND"BOTTOM TPLATE h BLOCK WALL: 15' ROOFING LAPS V ° e 4 ° 4 FLASHING AT �, WITH 1/2" x 6" ANCHOR BOLT KEYWAY FOOTING p SIDES AND TOP 1 �'� 1.- ^ � CONC. FTG. 'p Q'p G c• USE WITH 3x3 SQUARE WASHERS 2" GROUT� / 1 ; p ANCHOR BOLT CONNECTION (USP LB PS58 OR B P583) ` Allo " I I 3" STEEL COLUMN p REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT I I I 10 KIPS ) DRAIN TILE ► p ► ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC TYPICAL BEAM DETAIL TYPICAL CONC. FOUNDATION. APPLY PILASTERSSILL PLATE TO FOUNDATION 2 STORIES 36" OC STEEL BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION / WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL SLAB-ON-GRADE SUB FLOOR CONIC. SLAB II DOOR FRAME 6X6 10/10 WWM GARAGE I Q JOIST COMPACT FILL DOOR ( I USE 2X8 STEEL B EAM 51,11 FOR BLOCKOUT 4" SLAB W/ 6X6 WMM \ I I SLOPE • P.T. PLATE 4"DRIVEWAY —® NOTCH JOIST AND ADJUST HEIGHT ' 1/2" AIR SPACE `� 7 1 2" > o ; ( ) ` 1 � ° ° WITH A NAILING PLATE IF NEEDED AT END AND d` " 0 ° n ° :a ° , / TO BE APROX. 1 2" OR HIGHER THAN • - ��Zc:� ES OF WOOD STEEL BEAM TO ALLOW FOR SHRINKAGE p' D ' p O a , •° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) G AD -c E ° GI n--=-- T--=--z r 4 a ° a ° c , BEA 12' ' > 6X6 W.W.M. `�e —� e — �•Q —` r.° e —"' II , o o a' °o 0 11-11=III=11 II p ,'D p D O I I-1 i 1 i SUB FLOOR MIN. "� 4A'� �'4 �'� ° ��\NOTCH BEAM FOR MUDSIILL IF REQUIRED -- MAXIMUM '° ° NOTCH EQUALS 1/4 DEPTH OF B EAM �— e p °.p 01ST REINFORCING BAR o' -III O° p • �, �` ,� REINFORCING BAR o ° • 1 4 a 1 4 ° O ° I I STEEL BEAM DRAIN TILE SHEET METAL 30 FELT UNDER BEAM AT POINT ILLL �''� 12" p• OF CONTACT WITH CONCRETE OR CONC. BLOCK ill—��i�ITi-1i1=ITI=1Tl_ II— c ° PLATE (BOLTED TO BEAM) 3„ - ° SHIMS TO LEVEL BEAM TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ^ REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT +' ^ a BEAM POCKET PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD 4"MAX. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS KING STUDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TOTO HEAVY MODERATE 11 NONE 4"DIA.MAXIMUM RAFTER CRIPPLE STUD DECK AND COVERED PORCH NOTES: LEDGER 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. RIDGEHEADER All fasteners, hangers and anchors to be galvinized or stainless steel. 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. o Girders on concrete piers shall be anchored with proper steel connectors anchored Z RAFTER JACK STUDS into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. � m 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall be 3 ft. below grade. RAFTER-TO-LEDGER CONNECTION 4). Deck joists to have blocking at 8'0 oc.. LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION . � RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers STAIR RAILING and nuts at 16"o.c. ROOF I LSTA24 1-1/4"x24"20ga.STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD F---1 6).Concrete piers shall be a minimum 6"above grade. E--1 1-1/2"SPACE MINIMUM 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored to girder(s). 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. HANDRAILS RAFTER F-�-•� Q 9). Use simpson hangers and anchors with Z-MAX tripple protective coating or equalZ RAFTER for any contact with ACQ. O O� U POST HANDRAIL NOTES: TOP PLATE 4 V/ TOP PLATE All required handrails shall be of one of the following types 0 Z BALUSTERS or provided equivalent graspability. H WALL STUD RIM/DECK JOIST o 1).Type 1. Handrails with circular cross section shall have an H OPEN BALUSTER ATTACHED TO WALL WALL STUD outside diameter of at least 1-1/4 inches and not greater ° than 2 inches. If the handrail is not circular it shall have a F•—•1 perimeter dimension of at least 4 inches and not greater H HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION than 6-1/4 inches with a maximum cross section of RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION dimension of 2-1/4 inches. ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH RAFTER/PLATE RT15 TYDOWN ANCHOR 2).Type II. Handrails with a perimeter greater than 6-1/4 SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2" IN CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR inches shall provide graspable finger recess area on both CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL EACH RAFTER PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN. (2) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS sides of the profile.The finger recess shall begin with a PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12" RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD distance of 3/4 inch measured vertically from the tallest EACH RAFTER portion of the profile and achieve a depth of at least 5/16 inch within 7/8 inch below the widest portion of the profile.The required depth shall continue for at least 3/8 inch to a level that is not less than 1-3/4 inches below the 4"MAX. tallest portion of the profile.The minimum width of the Q handrail above the recess shall be 1-1/4 inches to a Q� Q 4"DIA. MAXIMUM GIRDER/HEADER maximum of 2-3/4 inches. Edges shall have a minimum C) radius of 0.01 inches. GIRDER/HEADER eW W ° 0 NAILING SCHEDULE 0 r� z 1015► POST/COLUMN o 0 o ROOF SHEATHING: � POST/COLUMN ' ^� JOINT DESCRIPTION NAIL NAIL NOTES O F'' QTY. SPACING U STRUCTURAL PANEL 8d AS PER TABLE 3.8WFCM-SBC GIRDER/HEADER POST-TO-GIRDER/HEADER CONNECTION ROOF FRAMING: LOCATION USP NUMBER DESCRIPTION APPLICATION JOINT DESCRIPTION QN SPACING NAIL NOTES SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN RAFTER TO B'WALL: 3-8d COMMO EACH DECK/PORCH RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN TOP PLATE 10'WALL:4-8d COMMO RAFTER TOE-NAIL LOCATION USP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS CEILING JOIST 8'WALL: 3-8d COMMO EACH TOE-NAIL TO TOP PLATE 10'WALL: 4-8d COMMO JOIST - CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM-SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM-SBC LAP NAIL o STU COLLAR TIE AS PER TABLE 3.4 EACH FACE BEARING PLATE TO RAFTER WFCM-SBC END NAIL GIRDER BLOCKING TO RAFTER 2-8d COMMON EACH END NAIL o RIM ARD TO R OTER 2-16d COMMON EEND END NAIL ° WOOD JOIST ` `"- WALL FRAMING: LEDGER I CONCRETE PIER r•' JOINT DESCRIPTION NAIL NAIL NOTES ° GIRDER/HEADER QTY. SPACING WOOD JOIST • 'WOOD JOIST TOP PLATE TO 2-16d COMMO PER FACE NAIL °"- I TOP PLATE FOOT •�'•- TOP PLATES AT 4-16d COMMON JOINTS FACE `• INTERSECTIONS EA. SIDE NAIL FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x STUD TO 24" FACE I (MINIMUM) STUD 2 -16d COMMO O.C. NAIL CEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION HEADER TO 16"O.C. FACE LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I OR BEAM 16d COMMON IF ABLE,SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS I LOCATION USP NUMBER DESCRIPTION APPLICATION HEADER ALONG EDGES NAIL TO ALLOW FOR SHRINKAGE. ROD I I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER TOP OR BOTTOM 2 -16d COMMON PER 2x4 STUD END REQUIRED II FOR STU (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE PLATE TO STUD 3 16d COMMO PER 2x6 STUD NAIL BOTTOM PLATE TO: PER FLOOR JOIST, BAND JOIST, 2-16d COMMO FOOT FACE NAIL FLASHING TUCKED UNDER I END JOIST OR BLOCKING TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. PIECE OF SIDING BELOW THREADED ROD DECK FRAMING: JOINT DESCRIPTION 1/2"DIA. LAG BOLTS W/WASHERS CNW COUPLER NUT QTY NAIL NOTES SPACING JOIST TO: PER TOE CONNECTED TO BLDG. @16"OC MINIMUM POST SILL,TOP PLATE OR GIRDER 4-8d COMMO JOIST NAIL WOOD JOIST END DISTANCE BRIDGING 2 _8d COMMON EACH TOE TO JOIST END NAIL BLOCKING p BLOCKING 2 -8d COMMO EACH TOE FLOOR FRAMING .-.• - MINIM M s TO JOIST END NAIL 2x JOISTS �.0 O`�o•a EN'D ANCE v ^ LOCKING TO: .• .• •o '' 12 x12 x12 V V > SILL OR TOP LATE 3 -16d COMMO EACH NAIL WOOD GIRDER '.�'• CONCRETE FOOTING y��^ V��^ LEDGER STRIP EACH FACE BLOCKING FOR JOIST HANGER >� V V„ TO BEAM 3 -16d COMMON JOIST NAIL LAG BOLTS p p JOIST ON LEDGER PER TOE p HOLLOW COLUMN UPLIFT TO BEAM 3 -8d COMMON JOIST NAIL RIM JOIST/BD. o ' SIMPSON STRONG TIE MODEL STRRI/2r DECK POST FTGBAND JOIST PER END .CONNECTION ' SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURE'S RECOMENOATIONS TO JOIST 3 -16d COMMO JOIST NAIL PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND LOCATION USP NUMBER DESCRIPTION APPLICATION BAND JOIST TO: PER :, NAIL USE WITH RT10 TYDOWN ANCHORS 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING SILL OR TOP PLATE 2-16d COMMO TOE FOOT r. .. �'. DECK/PORCH LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING PAINTER TO(PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS "'" MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS.