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Home My WebLink About43575-Z c,UEFOj Town of Southold 2/13/2020 00' P.O.Bog 1179 o ` 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41072 Date: 2/13/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 4630 Youngs Ave, Southold SCTM#: 473889 See/Block/Lot: 55.-2-8.14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/7/2019 pursuant to which Building Permit No. 43575 dated 3/21/2019 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: ONE FAMILY DWELLING WITH ATTACHED GARAGE/STUDIO AND COVERED PORCH SURROUND, AS APPLIED FOR l The certificate is issued to 316 Main St LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0004 12-30-2019 ELECTRICAL CERTIFICATE NO. 43575 09-11-2019 PLUMBERS CERTIFICATION DATED 09-25-2019 VFNEnden uth riz d S ature O�gnFFo,rcv TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43575 Date: 3/21/2019 Permission is hereby granted to: 316 Main St LLC c/o Foote &Associates 260 Hortons Ln Southold, NY 11971 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 4630 Youngs Ave, Southold SCTM # 473889 Sec/Block/Lot# 55.-2-8.14 Pursuant to application dated 3/7/2019 and approved by the Building Inspector. To expire on 9/19/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,284.00 CO -NEW DWELLING $50.00 Total: $3,334.00 Buildin ector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 C� Date. 1 New Construction: Old or Pre-existing Building: (check one) Location of Property: House No. Street Hamlet Owner or Owners of Property: /�j4 11, / "' ZZ- Suffolk Suffolk County Tax Map No 1000,Section Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: a e) Fee Submitted:$ 7�1 Applicant Lure ®f S®Ups®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 117 Southold,NY 11971-0959 c roper.richert(a�town.southold.ny.us �` � BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To 316 Main St LLC Address: 4630 Youngs Ave City: Southold St: New York Zip- 11971 Building Permit#: 43575 Section 55 Block 2 Lot 8.14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA- Will Do Electric License No: 41133-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 200a Heat elec Duplec Recpt 59 Ceding Fixtures 2 HID Fixtures Service 3 ph Hot Water elec GFCI Recpt 8 Wall Fixtures 23 Smoke Detectors Main Panel A/C Condenser 3 Single Recpt Recessed Fixtures 32 CO Detectors Sub Panel 2 A/C Blower 5 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 30a Emergency Fixtures Time Clocks Disconnect 200a Switches R Twist Lock Exit Fixtures 11 TVSS Other Equipment- electric cook top, electric oven, 2-insta hot water units, 5-paddle fans, 2-bath fans, 72 ft lighting track,8-ARC fault circuit breakers,7-combination GFCI/ARC fault circuit breakers,4-combination smoke/co detectors Notes* Inspector Signature: Date: Setember 11 2019 81-Cert Electrical Compliance Form As soars© Town Miall Annex ,p�, Telephone(631)765-1802 54375 Main Road `& Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 _y rj IEJ BUILDING DEPARTMENT ' SEP 2 5 2019 TOWN OF SOUTHOLD 3 i CERTIFICATION Date:�J 1 Building Permit No. -4f35-7 5 Owner: (o tA A, L Q 57 (Please print) Plumber: l VC- SQDE:�� E-3 ?I-L) -eb c til C -6 (�(, � K)q- (Please print) U `6 I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this day o6& L "=. 20 p� �p Notary Public, County COPfME D.BUNCH Notwy Pub9a,St1W of Yc* Ido.01 SU618S050 Quaimed In Suftlk Cm* GommWlon Explms AO 14,2 SOF so TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION [%I/FOUNDATION 1ST JA/P [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKIN REMARKS: S� M"6 Xl Oy- Aomo&& Oriov 40 rwyvlg ot DATE ?�'I� INSPECTOR �o�aOFs OUTyo� * TOWN OF SOUTHOLD BUILDING DEPT. `ycourme�` 765-1802 INSPEC ION - - [ ] FOUNDATION 1ST [ ROUGH PLBG. //7,6,/n& [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING 11 ARKS: wk T1416t3 0" &)eA,, DATE INSPECTOR q SOUIyOIo - °� * TOWN OF SOUTHOLD BUILDING DEPT. ,765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION [ FRAM /STRAPPPINQ FINAL r [ ] FIREPLACE & CHIMNEY [ ] FIR`E-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: (I�NIIs4mopm DATEINSPECTOR r / �O�aO UTyOIo t # TOWN OF SOUTHOLD BUILDING DEPT. Mum, 765-1802 JNSPE7] ROUGH ION [ ] FOUNDATION 1ST [ PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL-(FINAL) [ ] CODE VIOLATION [ ] CAULKING REM KS: T&J&A, 0 DATE INSPECTOR OF SOUTyo� _ _ - # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION 31r7< [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION �] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTORS! OF 50UlyO� - * # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPEC ON [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] RVACTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: c4v b (yl l wS DATE INSPECTO q so(/Tyo� TOWN OF SOUTHOLD BUILDING DEPT. °ycourm N�' 765-1802 INSPECTION. [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND, 14SULATION [ ] FRAMING /STRAPPING [ FINAL N/ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: L �ol Sew I "Z- �r&/G-o I -I�Uv'V !jT* 5 WAUN 4 Al Vg eb l DATE INSPECTOR DNMIAPR 1 6 2019 b, 9 7,1 s w . 'sSu_ �I v M 1� k„ S fi5 x V p �r J'r .:b:y ��,W�E�F'l'y, �'j�,,�,�ray.�-• - . y z B 7 3 �z• 1'�r _ r *fir J � � yA {• ro �, tet' yy F� T r" 4 t P .c Mrs, A P s' rv, F w r _ 11 Al z myr j � � p.u�kn4 a ' s a 9 P rc MA r b+Af k� es OMAN NOW"M PA "`Axm '3 RPM on M m�v�, aa4 pjw w r � v�.(! Aw 1 f I t s S spa§ d ... Vii•. p "• ` •;' �� ... a�.kA� 'a':'. r t,:k f .w�a+' „^n58rv` xk.w�'i[i..y. N 1,2 b r�. ' 14,-- M+ * fir $ 0 3411 , 11-01 Am WIT t r-� 3Y�'LLi3 ,�+: '� §F ��:i va�'aq�"�+. - Se.�'A"a R�4•� oS r. -4 Y'tTi s fi•}.�, "�: d•. � .,�: x`--_ SGS. '� k. ,� � '4•- Yi Y•s�J;. L. A..:. ,,,# ,tire 2 a .I I i . • • • _ • lZMEM �►-r• � 'FOUNDATION (2ND) W,A�W INSULATION �� - .! �t'3►moi►:, � ENERGYSTATE w MWA 1. � ��f i+-•` r 1,. �tyK ,� �� i•.r�_ 1 ��` , r� � '�� - L� al .1l�► � . /� r r. 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 Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application r� Flood Permit 'r Examined ,204 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: i Id Approved 204 Mail Disapproved a/c Phone: Exir7=149 2 DBuildi Vg Inspector L MAR - 7 2019 APPLICATION FOR BUILDING PERMIT P, rte.= ', Date 2 20 TOWN OF SOUTUO `D INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the,Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agen , rchitect, gineer, general contractor, electrician, plumber or builder Name of owner of premises (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. 4 1. Lo tion land on w ich r)oposed work ill done: � �J� iL House Number Street Hamlet 02 County Tax Map No. 1000 Section Block Lot �� / Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises Rn4 intended use and occupant c f proposed construction: a. o da �5 film b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Y Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, co m rcial or mixed occup cy, specify nature and extent of each type of use. >L�19LIWj 7. Dimensions of existing structur6s, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front _Rear Depth SICHeight Number of tories 8. Dimensions of entire new construction: ront 1we Depth Height Number of S ories 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 NOP 13. Will lot be re-graded? YES NOVWill excess fill be removed from premises? YES-ff NO 14. Names of Owner of premises ��'LLIL-) Tdress Phone No. 117 Name of Architect W Address Phone No 57� Name of Contractor Address Phone No. Z T6 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOL'D TOWN TRUSTEES'& D.E.C. PERMITS MAY BF/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) SS: COUNTY OF being duly sworn, deposes�aQ dP y b'Rt�� o$; he apGw Vicant (Name of indi idual signing contra )ab ve named, No.Oi BUa ta a of 50N Qualified in Suffolk County (S)He is the G �- Commission E--piros April 14,2 (Cbnt actor,Agent,'Corporat 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 C� \ 2019 Notary Public kignature of Applicant Scott A. Russell STORM AT E SUPERVISOR MANAGEMENT SOUMOLD TC*VN HALL-F.O.Baa 1179 Main Road-Sd[TMCKM,MWYOFX UM Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) DOES 'PHIS ]PROJECT INVOLVE ANY OF I-HE FOLLOWING: Yes No t0=All.'CHAT MMY) (� A. Clearing, grubbing, grading or-stripping of land which affects more than 5,000 square f eet of ground surface. B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to " 100 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. E. Site preparation within the one-hundred-year floodplain as depicted - on-FHW Map of any wateicotu se.-- - t F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes W-kind replacement of-impervious surfaces. E you uswead NO to M of Awir .SWI Qoplft the Amt slim bdaw with ym' Norco, ffiv atme,contact Illftma*n,Data a o m y Tu map Nambea! Ouga=dares mit apply to ym pr da L N yon answered YES_to am or lame of tem abmm please sobolt T m eavam of a Stwmwatw Nawg=wt C=tm nm and a camphded Cbc&List Fan to tba BuMtja6 DepvMt WW_yW Bung Perch Apglleadm Ai [1cArrr . �, pat i.agues,co7acWW othul S.C.T.M. o: 000 8 j q Date 2 ' FOR BUILDING DEPARTMENT �USE �ONLY" {� comict Worrmtim Td�os Rtmewed By. - - - - - - - - - - - - - - - - - - 7-1 C, Date3` Prowty Address/Location of Construction Work — — — — — — — — — — — — — — — — „ / . r 6� Approved for processing Ruilding Permit. C �" / Stormwater Management Control Plan Not Required. ,l 19M Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM '" SMCP-TOS MAY 2014 1 I / ' APPLICANT S.C.T.M.# 1000 CHAPTER 236 (Property owner,Design Professional,Agent,Contractor,Other) d,Os6' 0 Stormwater Management Control Plan CHECK LIST NAM • J ' V�/ ~' Section Biock Lot z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. / m Date: * The applicant must provide a Complete Explanation and/or Reason for not providing 1 Z 7 If all Information that has been Required by the following Checklistl gnature Tdep�on Nomter. I. A Site Plan drawn to scale Not Less that 60'to the inch MUST YE 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 [ELI b' Total Site Acreage. c. Existing- Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-1702). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. L m f. Existing& Proposed Contours of the Site (Minimum z intervals) g. Location of all existing& proposed structures, roads, EgOSION &SEDIMIENT CONTROLS driveways,sidewalks, drainage improvements& utilities. shall include but not be limited h. Spot Grades & Finish Floor Elevations for all existing& %A.fell maintained Construction proposed structures. WjFP Backed Silt Fencing, stabilization 1. Location of proposed Swimming Pool and discharge ring. d and/or inactive sots. Seeding of exposej. Location of proposed Soil Stockpile Area(s). 0 k. Location of proposed Construction Entrance/Staging Area(s). 1. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. DRAINAGE'ASpEeMUNS 2. Stormwater Management Control Plan must include Calculations showing REQUIRED that the stormwater improvements are sized to capture,store,and infiltrate Ing at 765-1560 before on-site the run-off from all impervious surfaces generated by a two(2')inchflackfina nglneer's Cer rainfall/storm event. aS -" been last 3. Details&Sectional Draw rags for stormwater practices are required for approval Items reguirinng details shall include but not be limited to: l a. Erosion&Sediment Controls. U ' i r b. Construction Entrance& Site Access. 9111111 1 8 2019 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e. .infiltration basins,swales,etc.) LJLJ FOR ENGINEERI DEPA T USE ONLY***` Additional Information is Required. Reviewed& I El Stormwater Management Control Plan is Not Complete. I Approved By: � — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: 3 1 SMCP has been approved by the Engineering Department. FORM # SWCP Check List -TOS MAY 2014 f i ' BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD To, Hall Annex - 54375 Main Road - PO Box 1179 ' • .. Southold, New York 11971-0959 .- � �� '� hone 631 765-1802 - FAX (631) 7659502 roger.richert@town.southold,nu:us APPLICATION FOR ELECTRICAL INSPECTION 15 REQUESTED BY: _)SI La- � zf- Date: a �$ Company Name: Name: -4-S� License No.: X11-'3-'nom email: Address: Qe s r,n ti . Phone No.: to . . JOB SITE INFORMATION: (Ali Information e , Name: Address:, Cross Street: Phone No.: 11 - a�3-��S� • BIdg.Permit#: _ 3 ( - email: T x N!op -_District: 1000 Section: 55 Block: Lot: 1 a BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: Final Is job ready for Inspection?: YES ! NO Rough In Do you need aTemp Certificate?: �NO Issued On Temp Information: (All Information required) 9 Service Si <a)3 Ph Size: -A't<'� A #'Meters ` Old Meter# -� � New b�ePQ Fire Reconnect- Flood Reconnect111. -Service Reconnected - Underground-Overhead # Underground_ Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: ; __AYMENT DUE WITH APPLICATION 82-Request for Inspection Form-As -� 7- 1 1 7 o�gufFO(�coG , =3 3 BUILDING DEPARTMENT-Electrical Inspector Qw TOWN OF SOUTHOLD oy Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 a Telephone (631)765-1802-FAX(631) 765-9502 Temporary Certificate # Date re3 Z7 2019 Customer Name /(o PIM G Electrician Name (41t4 'D2, Address b �66 t1G 56w Phone e-mail e-mail l✓�GLrQ� /�riL. �6a( Phone License# (( j— kC Size�A Phase Overhead Undergro d #of Meters Remarks o� ��(/jam CaorCo�,� #of Underground Lateralsl 11 2 New "H" Frame or Pole P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#[ Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 da the date above. Authorized by Y,. -.r•-�c rq f SSS s bUFfaL�"C BUILDING DEpp,RTMENT Elects' Inspector r p TOWN OF sourr-IOL1111) � JUL - 9 2019 •mac' �y Town Hall Annex - 543'/5 Mair, Road - PO Sox 1179 SOUthold, New York 9I971-095-qi,—f3R�G�'�'�`' ': Telephone (631) 705-1802 - FAX raper.richert(c�town.southo4nyeus APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date:*b Company Nam6: Name: v� yoD) email: W1�--D��ti�c, �� ML .Qr)m License No.: �X13 3 V)� - -- , Addl-ess: Phone No.: JOB SITE INFORMATION: (AI( Information Required) Name: \�� ST M Address: y �3b ya�� fsf�vw S�v�'hoL, 1181 I Cross Street Sevo9 Av��ly� Phone No.: \1 BIdg.Pe:rmit M 4 email: '4aaor, Q�.CQi'��t. t;�� Tax Map Oistriot: 1000 Seotion: J J Block: a lot: $, L PtRIP-5 DER(- 1PIPTInRI OF WORK(Please Print Cleary) Circle All That Apply: Is job ready for inspection?.' YES N4 Raugh In Fina[ Do you need a Temp Certificate?: YES Issued On Temp Information. (All inrormalJollyQuirpd) f'Ft 3 Service Size E PIS Size: `� A #Mf:ter� o�o4gti3 Old Meter# _ New Service-Fire Reconnect- Flood Reconnect- Service Reconnected- Underground-overhead # Underground Laterals -bi 2 M Frame Pole Work done on Servioe? N Additional information: PAYMENT DUE WITH APPLICATION . 82-Request for Inspucdon Form.4-5 —1 eL' TO/T0 39Vd S331snai Q-10Hinos Tb999HT69 89:0T 6TOZ/8Z/90 30AOL' -ME 8N-SLVVT69 WV30:TT 6TK/8Z/90 Q3AI303d �asu��otx�, Town Hall Annex �*�� °° �: Telephone(631-1802 54375 Main Road Fax(631)734-9502 P.O.Box 1179 cC=1i, Southold, NY 11971-0959 BUILDING DEP TMENT NOTICE OF UTILIZATIC)[r9.ORT WSS:�'•l�, -E +l�Q(�5'i`R[!�TLON, PRE-E1�[(�ii�IEERE® wobb-cMSTRUCTION AN'67.0R•TMBER CM9-TRUCTION AAz . ®ate: � ' - `'Mj�a " �� T LLQ• �-. Location of Pro a- =7� - Please take notice that the(ciieoltSIline): r New residential vctnr® Addition to wdsU icg residential structire ; a Rehabilitation tdan-t x_ispng.resader�al Y to be constructed or performed at th kU.. M40e above will Uti(ize (check applicable line): Truss type cons#niitiri( ,:= --=i s°- :•L r ' Preen ineered vvti , g a�d:�� a Timber construction in the following location(s)(check applicable line): Floor framing, includingigft-dels.:a d � s(F). Floor a d roof- `ing•(FR)' - _ Signature: ' Dame (PQrson.subrnitfir:g this fos `,�: 9 Capacity(check applicable line): A.Owne - Owner representative TrussResRegl5.docx Effective 1/1/2015 � N n z m > I I o > �. Irn Lo r) M Z m M \ In II � z rn I I L1 70 \ r � M I -P I � 0 IL - - - - - - - [1 M I u, DRAINAGE INSPECTIONS ARE REQUIRED Q Contact TOS Engineering at 765-1560 before 01914011 ' ' Backfill, OR Provide Engineer's Certification 33 ,0191 that the drainage has been installed to Code. kOSION &SEDIMENT CONTR63 Shalt include but not be limited to: -� A well maintained Construction Entrance, Wire•Backed Silt Fencing,'stabilization & I ; �vedih$of exposed and/or inactivoils. OUNGS AVEN- UE ° k ill >>z' 0 a F APPROVAL OF STORMWATER MANAGEMENT CONTROL - o n Code a r 236 I CO, o 28495 Main Road,P.O.Box 933 316 MAIN STREET LLC PROPOSED H Cutchogue NY.11935 N HITECT Phone (631) 734-4185 Fax(631) 734-2110 4630 YOUNGS AVENUE MARK SCHWARTZ &ASSOCIATES E-mail mksarchitect@o�toiiline.net ,NEW YORK Web Site http://mksarchitect.com SITE l; J4 i REVISIONS: HEALTH DEPT 00/0000/00/2009 N / O / F -._.. l50_FROMWELL_ N / O / F d V IV KRUPSKI � CONWAY a SITE DATA: SCTM#'1000-55-02-8.5 ,\J (UNDEVELOPED) (DWELLING) DESCRIPTION: TOTAL- LOTCOVERAGE: EXCAVATE: FILL: yg ?[^ S aD E�o� 15 •�C�019 PROPERTY 400010 SO FT 091BACRES \��® GROUND DISNRBANCE T Sl II=I=. ®.4�EAI_Ti�slml��CEs i 1 I I-E OF WASTEWATER MGT. PROPOSED HOUSE 36148 SO,FT 90% •ems`® PROPOSED PORCH 4365.2 SQ.Ff 109% 79800SQ FE 199% iT b 0. ' /{' USE '_? 3i° r{ P MEETS&BOUNDSBY PECONICSURVEYORS SURVEY DATE DECEMBER 272011 X Q BLDG. PUBLIC WATER P+ r C (NO WATER) ff" a BLDG. BLDG. ; —A (NO WATER) (NO WATER) UP 45 44 301.77' S 77°30'20"W EL47S Lu Z/1 11 - %t: v''�:i•i:: HYDRANT Lu , z ® ITE PLAN x PROSE Lu F-� - 323 783' 175' SCALE: 1" 50'-0' rrw/�� 45'-�- a (STORY HOUSE 65TUDI0 - V1 En H FIN FL EL 45 0' n /O =E— M Lu L DW 1 DW� S 0•• O COVERED PORCH `a .w O 14003 TEST HOLE W EL 45' 1 Q 1ZZ 000 gal 0• 'll ZJ SCTM# 1000-55-02-9--.5- gds UP Z a UP !P p ^ M I l•1 i FSO EL 445 SMIN E4]DN 77°30'20" E 299.04' iPsSUFO IK �r aTr t ' 01F ZzA) VIS w 25' RIGHT OF WAY 44 1 d3 I? z�L`��3"' I'° A f°'.a,€,O_y s"1746 . I "1 ;i LSA DA T (� o 0 APPROVED Z - N / O / F XJOSTON ,3 , fid. I ILIOff' M21-M.01"m HENNESSEY FONTANA ,__ 9 R—• —E -----__ EXIyi. T1�VM -AP,2 T.", Al ATE A ppoVA .(DWELLING) _ iso'FROM WELL _ �' � DRAWN MH/MS SCALE JOB# WELE January 09,2019 A7TACHN. ENT(% SHEETNUMBER S-1 u �Tµ•� � REVISIONS: j EL 45.0' 05, DARK BROWN LOAM HEALTH D LEPTN 00/002009 OL �mcoH Ae flu T ] ' FINISHED GRADE PDBw[R P[cti.CAr+rntvOtS.t+ = TEII SFnvKEnuE BROWN LOAM SILTY — — oEssaoonolrrornn, srt rt srt SM —_I I a I I�II I I _ ,rt mrt �rt I I �I I I � �� xoOR SOR _ WNAR WELL�- ]sR IW/ISO fT R a 3.01 =Zzq II —I I I I AOAa,]o,AraAAaE,.,]o.AA�A]E. >ort prt Ftovv--� � 4•CAST IRON PIPING TO 4•di PVC vm[u4/oRAwncAsmuOVBrs tort tori mR ,01/1.0 EXTEND2FT IN INTO ®V4•PITCH OAmu MorNuwn+c)DVAa+e1PE rt All11 FOUNDATION WALL I I I III croon. srt . v` ��n�Tu+c PVr�sTnim+t/nArvnotr, •'S�- urcc nuLWnITAPnoon sroeAee iAuu moo W tenon 6sR O PALE BROWN FINE TO COURSE SAND SW M HOUSE 425' 9'-3' 80' (Btl MIN) FINISHED GRADE EL 445 1 1 1 FINISHEDGRADEEL 44 1 1 1 U „OI-, LIXgNG CAST CLEAN `- IRON COVER ♦� U G "' OUT INV Z U 4-di. PVC 17' 1/4•PITCH 4•d,a PVC INV INV INV INV. ®IB'POOH EL 431 EL 431 :; •moi a NOTE:WATER ENCOUNTERED H-ass i EL a33 EL'425 19' 1 LL!Ny24 INv EL 28.0' ss tt 423 ',;';•;1 so• TEST HOLE DATA TA"X ' McDONALD GEOSCIENCE '°°°Ba'�"T " EL 378 DATE.11/29/2007 _ 3'CLEAN 3'claw W SANDCOLWt•,• --.1,'JSAND COLLAR r^ 8'X8'LEACHING POOL BW'LEACHING POOL INV V 1 EL 335 � TOTAL LEACHING POOLS(Z) y 1 GRO r. N ^ \ ^ UND WATER O a I Ln M N I 1W�-1 NOM CHANGE(S) w "10'dia'�"10'dia�10'MIN �% 9.8 By Suffolk County Department®f Health Sri � DW �� DW� �� COVERED PORCH ` p� �o Z 140.0 ..` �. A Z N U 3 � SCTM# 1000-55-02-8 . 5 1000 gal O �'� • W ST �� 8'dia. -g` 8'dia. ,- 00 ' � LnF 8 deep 81 dee o LP LP P / �� 0 ON EP S MIN. / M DRAWN. MH/MS SCALE. JOB# PARTIAL SITE PLAN January HEFT UM SHEET NUMBER. SCALE: 1" = 20'-0' S-2 i SURVEY ®F" PROPERTY `� LEGAL NOTES OI.UNAUTCOPYRIGHTORME 9AJC LAND SURVEYING PLLC ALL RIGHTS RESERVED 2 ATEE HORRED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL ISA VIOLATION OF SECTION 7209,SUB-DIVISION 2,OF NEW YORK _ _ _ STATE EDUCATION LAW LOT 2• MAP OF }m+ 3 ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK AND OPINION. p..1� r �(�.^l� _ `` .� _ �'I • 4 CER)TFICATIONS ON TN IS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF PRACTICE FOR LAND SURVEYS NORTH FORK ESTATES y P(�+r�1� I � _ t4" -- `„�,OAI�; ADOPTED BY THEN NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.INC.THE CERTIFICATION IS LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS iK 1■ H 1■ 1E GlS i PREPARED,TO THE TITLE COMPANY,TO THE GOVERNMENTAL AGENCY.AND TO THE LENDING INSTITUTION LISTED ON THIS BOUNDARY SURVEY MAP 5 THE CERTIFICATIONS HEREIN ARE NOTTRANSFERABLE A.K.A. ESTATE OF ANYONE GRIGONI 6 THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOTALWAYS KNOWN AND OFTEN MUST BE ESTIMATED IF ANY UNDERGROUND IMPROVEMENTS OR (�1/�� ENCROACHMENTS EXIST OR ARE SHOWN•THE IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY FILED: MARCH 5, 2012-MP#.11847 ' FEB 1 2 //yyll/iTl Y THE'OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO / GUIDE THE ERECTION OFFENCES,RETAINING WALLS,POOLS.PATIOS PLANTING AREAS,ADDITIONS TO BUILDINGS.AND ANY OTHER TYPE OF CONSTRUCTION UL 8 COPIES OFTHIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED OR EMBOSSED SEAL SHALL NOTBE CONSIDERED TO BEA VALID COPY SITUATE9 PROPERTY CORNER MONUMENTS WERE NOT SET AS PART OF THIS SURVEY UNLESS OTHERWISE NOTED SOUTHOLD TOWN OF SOUTHOLD _ ,J=��ADJACENT GRAVEL DRIVEWAY ^,, i =-� / SUFFOLK COUNTY, N.Y. xpg) D _ MON FND. Z WATER GRIGONIS FARM ROAD ( 25 WIDE RIGHT OF WAY TAX MAP NO.: 1000-055-02-008.014 VALVE In LOT AREA: 40,000.47 S.F.(0.918 ACRES) i,� W N77D30'20"E 299.04 ° W ____ DATE SURVEYED:NOV.29,2018 _ ______________________________________a- REB FND. +m- � � ��9-�---------------------------- HEDGE ROW 81DIAMx6•DEEP � +- FINAL SURVEY:NOV. 13,2019 p-N\4- CCAPLEACHING POOLS 66 a 1\CABLE BOX \l W ELEVATIONS REFER TO AN ASSUMED DATUM. Z i MM �ELECTRICMETER 84o, N A 771 B48' a0 A64'L�-15^2 I¢r ^N`s- V wZ ®T? Vie 833' SEPTIC d TANK 49.6` — x ° xwv o �. 111 II 3 II -_-_---_-_- -___-- - O m o +as.7o , p ROOF OVER CONCRE - O `w P1� o f I I 3 I 120.0 LOT 2 0 LOT 3 I B 1 STORY FRAME I o WATE.yA�yR TER SERVICE w m BUILDING I POND — — — I rn ® �, w w I FIN.FL.=48 84 I �3 I O I / A I (� O '0 GRAVEL I �o ROOF OVER CONCR;E- a.� yhb DRIVEWAY I xa H �9N�l 49.08 __---____-- --DRAIN _ .._. � r GELD PH CECERE �BUF' Li;C:; `t,b Oi-PARTMENI T OF HEATH SERVICES xa' o OFESS AL LAND SURVEYOR aNMON.FND. �vtINL' r :, es ^., ^ - -301. 5 A SINGLE FAMILY RESIDENCE REB.FND. SEC 3 0 2019 H.S.Ref.No. R!o-,ai.o paCS� S77030'20"W � AJ LAI -D SL�F�VE-�_I Cz PLL C- f Iaalitles at this laca6©ra have been <<' - The sewage disposal and water„Upp y LAND SURVEYING &-PL.ASNNI-NG Inspected and/orcerfifiedbythis Departrnentor other agencies ndloundt® tt > �® 77 S. COL'`E,MAN ROAD, CENTS E CH, NYS L�7-20 satisfactory FOR A 1�I�YI�AI3IVI�F. SCALE: 1 INCH =40 FEET PHONE: 63'[-846;•9973 Lp ao 0 20 40 ,,, so 0 E-MAIL: Aic-246 OPTO LINE.NET' I i r.min KnPr)nPr. P-E.. Chief U I1 ce O?-Wastewater iv anagement CALCULATIONS PACKAGE BUILDER: 316 MAIN STREET LLC CUSTOMER: 316 MAIN STREET LLC JOB NUMBER: 16-B-89015 TABLE OF CONTENTS Page LOC I Design Criteria 2 Design Notes 3 Building Sketch 4 Design Summary 5-19 Design Reactions 20-21 Original Design Completed thm Change Order# 01 Revision History Updae ate Rev 9 ReacReason for Revision Pages Revised Eng. tions?tRDevised Project Engineer: D Chaitanya.Kumar (Fairview) Checking Engineer: Amer Khan Signing Engineer: Aaron K. Batchellor, P.E. HERITAGE BUIUDING SYSTEMS. .Esta-bUsbed 1979' An NCI Company February 04, 2019 316 MAIN STREET LLC 302A WEST 12TH STREET #295 NEW YORK, NY 10014 16-B-89015 316 MAIN STREET LLC 4630 YOUNGS AVENUE SOUTHOLD, NY 11971 36'-3" x 120'-0" x 151-1011 To Whom It May Concern: This is to certify that materials for the subject structure have been designed in accordance with the order documents, specifically as shown per the attached Engineering Design Criteria Sheet. Aspects of code compliance as related to use or occupancy, such as sprinkler requirements, are not addressed by these documents. These materials, when properly erected on an adequate foundation in accordance with the erection drawings as supplied and using the components as furnished, will meet the attached loading requirements. This certification does not cover field modifications or the design of materials not furnished by Heritage Building Systems. The attached design criteria and calculations are to remain with and form part of this Letter of Certification. The calculations and the metal building they represent are the product of Heritage Building Systems or a division of its affiliate NCI Building Systems. The engineer whose seal appears hereon is employed by either Heritage Building Systems or a division of its affiliate NCI Building Systems and is not the engineer of record for this project. Subdivision 2 of Section 7209 of the Education Law of The State of New York states that it is a violation of this law for any person unless he is acting under the direction of a licensed Professional Engineer, to alter the contents of this document in any way. If an item bearing the seal of an engineer is altered, the altering engineer shall affix to the item his seal and the notation "altered by" followed by his signature and the date of such alteration, and specific description of the alteration. Cordially, N Heritage Building Systems co Iwo Materials for Metal Buildings An NCI Company 5 * = 0 io- 2019-02-05 11:28:5 4703- Aaron Kent Batchellor-, P.E. Manager of Design 16-B-89015 02/04/19 HERITAGE BUILDING SYSTEMS Job Number: 16-B-89015 Jobsite: SOUTHOLD, NY 11971 Designer: DCK Dwg Checker: PNR Revision: A Date: 2/ 4/19 By: Pages Revised: Building Code . . . . . . .. . . . . . . . . . . . . . . . NYBC 16 Risk Category. . .. . . . . . . . . . . . . . . . . . . . . II - Normal Roof Dead Load Superimposed. . . . . . . . . . . . . . . . . . . .. 4.020 psf Collateral. . . . . . . . . . . . . . . . . . . . . . 1.000 psf Roof Live Load. . . . . . . . . . . . . . . . . . . . . . . 20.00 psf (Non-Reducible) Snow Ground Snow Load (Pg) . . . . . . . . . . . 36.00 psf Snow Load Importance Factor (Is) 1.000 Flat Roof Snow Load (Pf) . . . . . . . . 30.24 psf Snow Exposure Factor (Ce) . . . . . . . 1.000 Thermal Factor (Ct) . . . . . . . . . . . . . 1.200 Wind Ultimate Wind Speed. . . . . . . . . . . . 136 mph Nominal Wind Speed (Vasd) . . . . . . 105 mph (IBC Section 1609.3.1) Serviceability Wind Speed . . . . . 80 mph Wind Exposure Category . . . . . . . . . C Internal Pressure Coef (GCpi) 0.00/0.00 Loads for components not provided by building manufacturer Corner Areas 35.457 psf pressure -49.534 psf suction Other Areas 35.457 psf pressure -39.003 psf suction These values are the maximum values required based on a 10 sq ft area. Components with larger areas may have lower wind loads. Seismic Seismic Importance Factor (Ie) 1.00 Seismic Design Category. . . .. . . . . B Soil Site Class. . . . . . . . . . . . . . . . . D Stiff Soil Ss. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.1540 g Sds . . . . . 0.1643 g S1. . . . . . . .. . . . . . . . . . . . . . . . . . . . . . 0.0560 g Sdl . . . . . 0.0896 g, Analysis Procedure. . . . . .. . . . . . . . Equivalent Lateral Force Column Line All All(Front) All(Back) Basic Force Resisting System H H H Response Modification Coefficient (R) 3 3 3 System Over-Strength Factor (Omega) 2.5000 2.5000 2.5000 Seismic Response Coefficient (Cs) 0.055 0.055 0.055 Design Base Shear in kips (V) Transverse 5.64 Longitudinal 6.25 Basic Structural System (from ASCE 7-10 Table 12.2-1) H - Steel System not Specifically Detailed for Seismic Resistance • "The design collateral load has been uniformly applied to the design* • of the building. Hanging loads are to be attached to the purlin • web. This may not be appropriate for heavily concentrated loads. • Any attached load in excess of 150 pounds shall be accounted for by * • special design performed by a licensed engineer using concentrated * • loads and may require separate support members within the roof • system." 02/04/19 The building has been designed as open with obstructed flow in accordance with the building code. The addition of wall framing or sheeting on any portion or all of the walls or having equipment or material stored inside the building obstructing the wind flow will require that the building be reviewed by a licensed design professional for structural adequacy. 20% of the roof snow load has been included in the seismic weight calculations The metal building manufacturer has not designed the structure for snow accumulation loads at the ground level which may impose snow loads on the wall framing provided by the manufacturer. The rigid frame at lines 1&6 are designed as a non-expandable rigid frame. Corresponding frame reactions are calculated based upon actual tributary area. 3 02/04/19 add two rows of Add cap channel over end of purlins to NOTE: sr blocking 8x2.5C 16 prevent twisting at end, size same as provide FB at all purlins Eave strut & use 4 - 1/2" bolts at the between purlins athepurlins extension in the extension area purlin clips on endwall rafter --- --- __------------^— _ arearoN yfy 4i OPEN FOR WIND ri st; - OPEN OPEN FOR: FOR -------- --------- -------- -------- -------- ' WIND WIND _ EM— OPEN FOR WIND `+t k, �s. 7„ t�A 16-B-89015 FraminQ La ou-t 2/ 4/19 "I t 4 02/04/19 sY,: s r, . ` ` ` 16-B-89015 rnaMzmo ooMgaaz: Roof 2/ 4/I9 3:52am PoRLIN LAYOUT: | -------------- / ouzface rorIin Surface Extend ntob_euzzzn Total Peak --Set_Space-- Id Type Left Right Loft night uono ogaop Space now | ------- ------ ------- ------- ---- ----- ----- ------- ------- --- 2 xB 10.0000 10.0000 m m 5 1'3335 4'2986 3 ' 1.9290 I ' ' | 2'5c«7 1 ] xB I0'0000 10.0000 m m 5 1.]]33 2.5247 I 1.9290 l � 4'2986 3 ' � ExaE zeYoor: ! ------------ ! Wall Flange web Id Type Rotate Orient Offset ---- ---- ------ ------ ------ 2 mo z v 0.00 « oo z v 0.00 rozoLzm zocarzom: ---------------- ` oorzaoe Puzlin Surface zu zu Offset Space ------ ------ -------- ------- 2 l 4.2986 4.2986 2 8'5972 4.e980 3 12.8958 4.2986 « 14.8248 1'9290 5 17.3495 2.5247 I8'6828 I.3]]3 3 l 1.3333 1'3333 / 2 3.8580 2.5247 i 3 5.7870 1'9290 | 4 10'0856 4.2986 ` 5 14.3842 4.2986 18'6828 4'2e86 PoaLzm & oavE azaoz: -------------------- ouzcace Bay ----eorlin_Lup---- za_Flg Eave Id Id Part Left Right Strap Strut ------- --- -------- -------- -------- ------ -------- 2 I0X35x13 0 l 10X35Z13 2.3333 O 10Eo3LI2 2 10X35Z14 2'3333 I'3333 0 I0Ea3LI2 3 I0X35ZI4 I'3333 I'3333 U IOoS31,12 4 I0X35x14 1'3333 2'3533 O 10Eu31,I3 5 10X35oI3 2'3333 O I8Eo8LI3 IOX85ol3 O 3 I0X35Z13 0 l I0o35x13 2.3333 O 10oa3L12 2 10X35Z14 2.3333 I'3333 0 I0ES3LI2 3 I0X35xI4 1'3333 1.3333 O 10uo3L12 4 lOX35zI4 I.3333 2'3333 0 I0ES3L13 5 O2K)4/1Q ` ' 5 I0X35u13 2'3333 O 10oa3L13 , 1OX35xz3 0 nooF onxuCIms: ------------- Bay Attach Locate Id Start— End Type Part Dia --- ------ ------ -------- -------- ----- 2 U'OO 18'13 Rod waO800 0'500 18.13 36.25 Rod Wm0800 0.500 | « 0'00 18'I3 Rod nm0800 0'500 i I8'13 36.25 Rod Wu0800 0'500 | ' cAmnPr zAzonr: � -------------- walz Ext --Buy�_Id-- -Edge_Extend- Id Id Start End width Height Slope Mount Left Right . ---- ------ ----- --- ------ ------ ----- ----- ----- ----- | 2 I I 5 I0.00 I5'83 2'00 B 10'00 10'00 4 2 l 5 lU'OO 15'83 2'00 B 10.00 I0'00 oamoPY BEAM a SPLICE PLATE: . --------------------------- nall Ext ooIunm --aplioe_rlato-- -------Splice_Bolts------- Id Id Line Use rurt Type Width Thick Type Dia Space Gage now ---- --- ------ ----- -------- ---- ----- ----- ----- ----- ----- ---- --- 2 I I Be^ma Built Up FF 6'00 0'52 a325 0'750 3.50 3'50 3 � 2 BaooH Built—Up Fr 6'00 0.75 A825 0'750 3.50 3.50 4 3 Beama Built Up FF 6'00 0'75 a325 0'750 3.50 5'50 4 4 Beao�« Built Up rr 6'00 0'62 a325 0'625 3'50 3'50 4 | 5 BeamH Boilt—np Fr 6.00 0'62 a325 0.625 3.50 3.50 4 ' 6 ooumH Built Up Fr 6'00 8'62 a325 0'750 2.50 3'50 3 � 4 2 I aeumH BuiIt_op FF §.00 0.62 a325 0.750 3.50 3.50 3 � 2 oe^mH Built Jg Fr 6'80 0'62 A325 0'825 3'50 3'50 4 3 Beama Built og rr 6'00 0'62 A325 0'625 3'50 3.50 g ' 4 BeamH Built op FF 6'00 0.75 a325 0.750 3.50 3.50 4 5 BeamH Built—Up FF 8'00 0'75 a325 0'750 3.50 3'50 4 � 6 BeaoH Built—Up �� s.00 0'6u a825 0'750 3'5U 3.5U 3 ' — � ' czuooer rnRLIN a EoVE oroor; --------_------------------ / Wall Ext Bur -------rozlin------ ---rorzin_Lag--- Eave Flange i Id zu zu Type Roe Part Left Right Strut Strap ---- --- --- ---- --- -------- ------- ------- -------- ------ � 2 I I xB ] 10X35o13 1'3333 I0Eo21,14 O ` 2 xB 3 10o35o14 1'3333 1'3333 I0ES21,12 0 3 oo ] 1UX35ol4 1.3333 I.3333 10Eo21,12 0 4 uB ] I0z35o14 I.3333 1'3333 10Ea21,I3 O 5 zB 3 10X35Z13 1.3333 10Eo2LI4 O � « z 1 ZB 3 I0X35o13 1'3333 10oa2L14 O 2 oB 3 I0o35n14 1'3333 1'3333 IOEozLIJ O ' J zB 3 I0X35Z14 1'3333 I'3333 I0Eu21,I2 8 i 4 zo 3 I0X35oI4 1.3333 1.3333 I0Eo2L12 O 5 o13 3 10X35Z13 1'3333 I0oa2L1* O | , EXTENSION BRACING: ' _----------------- ' oxt Walz Bay Brace Brace . Id Id Id Type Dia --- ---- --- ----- ----- I 2 z Cable 0'250 2 4 4 Cable 0.250 ooLz AT EavE ozaoz: 8 02/04/19 | L ------------------- Wall Frame Line Lap -------Bolt—Size------ Id Id Type Plate No. Type Dia Washer ---- -- ---- ----- --- ----- ----- ------ 2 1 RE - 2 A325 0.500 0 2 2 RE N 2 A325 0.500 0 2 3 RE N 2 A325 0.500 0 2 4 RE N 2 A325 0.500 0 2 5 RE N 2 A325 0.500 0 2 6 RE - 2 A325 0.500 0 4 1 RE - 2 A325 0.500 0 4 2 RE N 2 A325 0.500 0 4 3 RE N 2 A325 0.500 0 4 4 RE N 2 A325 0.500 0 4 5 RE N 2 A325 0.500 0 4 6 RE - 2 A325 0.500 0 PURLIN ANTI-ROLL: ----------------- Surf Line Ds ARoll No. Id Id AntiRoll Type Id Purlin Purlin—Id ---- ---- ------------- -------- ------ -------------------- 2 RE Clip w/gusset @005 2 3 5 3 RE Clip w/gusset @005 2 1 3 16-B-89015 FRAMING SUMMARY: Left Endwall 2/ 4/19 3:52am COLUMN: Grid Base Id Offset Line Part Length Elev ------ ------ ---- -------- ------ ----- CAP PLATE: -----Bolts----- Id ----Bolts----- Id No. Type Dia ------ --- ----- ----- GIRT: Girt IS Flg Type Strap ZF 0 GIRT LOCATION: -------------- Bay No. Girt—Location Id Girt 1 0 16-B-89015 FRAMING SUMMARY: Right Endwall 2/ 4/19 3:52am COLUMN: Grid Base Id Offset Line Part Length Elev ------ ------ ---- -------- ------ ----- 7 02/04/19 ` / CAP PLATE: j ---------- ! -----Bolta----- zd No. Type Dia ------ --- ----- ----- ' sIRz: ----- Gizt zS_FIg zspo Strap ' ---- ------ Z, 0 . ozor LOCATION: | ______________ n � Bay No. Girt-Location Id Girt --- ---- l O | � 16-B-89015 sRxmxImo SUMMARY: Front oiuewall 2/ 4/I9 3:52am ! ozur: _---- � Girt Bay --Girt Lap-- zo rzo - - | Type Id Left Right Strap ` ____ ___ _____ _____ ______ | ZB I ' 2 J ( 4 5 ' ozuz LooaTzom: -------------- Bay No. gizt_Loontion _ Id Girt --- ---- / l O | | 2 O ' 3 U 4 O 5 n WIND BENT: | ---------- Bay Column -Web Depth- | Rafter Id Height Part Start End | Part --- ------ -------- ----- ----- -------- 3 14.92 WI5643 15.00 I5.00 W15643 *zmo BENT SPLICE: \ ----------------- / Bay -----------Bolts----------- zd Width Thick Type Dia Gage now Space --- ----- ----- ----- ----- ----- --- ----- 3 0.00 0'375 a325 0'750 3.00 4 4'00 i i . I6-o-89015 ramgImm 000MourY: Back sidewall 2/ 4/19 3:52am / ! ' i 8 ' 02104/19 / ` mznr: Girt Bay --Girt_Lop-- zo_rlg ' _ Type Id Loft Right Strap ---- --- ----- ----- ------ ao l 2 3 4 5 | Gznz Locazzom: -------------- Bay No. Girt—Location ' Id Girt --- ---- | I 0 / 2 0 / 3 n � & 0 5 0 / i WIND BENT: ---------- Bay Column -Web—Depth- | Rafter Id Height Part Start End | Part --- ------ -------- ----- ----- -------- 3 14'92 W15643 I5'00 I5'00 w15043 � wzmo BENT SPLICE: ----------------- Bar -----------Bolts----------- | zd Width Thick Type Dia Gage Row Space --- ----- ----- ----- ----- ----- --- ----- 3 6'00 0'375 a325 0.750 3'00 4 4.00 I6-o-89015 FRAMING ooeMunY: Rigid Frame l 2/ 4/19 3:52am LAYOUT: ' ------- Type ; RF No. Line 1 Frame Line Id � z Grid Line zu MEMBER: Surf Mem Mem aon Flange Flange -Web—Depth- -Plate—Thickness- Id Id zu Part Length Width Start End Web o-zzo z-zlg ____ ___ ___ ________ ______ ______ _____ _____ _____ _____ ----- 1 l 1 5.00 6'00 I6'00 16'00 0.156 0'250 0'250 I I 2 10.11 6.00 16.00 I6'00 0'I85 0'250 0'250 2 2 3 6'91 5'00 16'00 I6.00 0'I85 0'250 0'250 2 2 o IU'UU 5.00 I6'00 Ih'OO 0'I56 0.250 0'250 8 J 5 10.00 5'00 16'00 16.00 0.156 0.250 0'250 3 3 6 6'9I 5.00 I8'00 16'00 0.I85 0'250 0'250 o * 7 10.11 6.00 16'00 I0'00 0'I85 0'250 0'250 4 4 8 5'00 6.00 I6'00 IG'OO 0.156 0'250 0'250 SPLICE: ` ------- 02/04/19 ' -Surface- ---Plate--- Bolt Bolt Bolt ---Top--- --Bottoot- ' Id Locate Type Width Thick zrp� Dia Gage Roo Space now Space -- ------ ---- ----- ----- ----- ----- ----- --- ----- --- ----- 2 0'00 VEE 6'00 0'500 a325 0'750 3'00 2 4'00 2 4'00 | 3 O'UU -EE G'oU 0.375 a325 0'750 3.00 2 4.00 2 4'00 ' 4 O'Oo VEE 6'00 0.500 a325 0'750 3'00 2 4'00 2 4'00 BASE PLATE: ` ----------- | ---eloto--- -----------Bolt---------- Base i Locate Type Width Thick Type Dia Gage now Elev i ---------- ---- ----- ------ ----- ----- ----- ---- ----- � zt nnI000n e 6'00 0'375 sa36 0'750 4.00 2 0.00 | Rt Column P 6'00 0'375 sa36 0'750 4'00 2 0.00 rLxaogE BRACE: | ------------- oozf No. \ Id Locate Side Part Clip ! ---- ------ ---- -------- ------ | 2 I l L2X2XI4G | 2 2 I L2r2zI4s � 2 3 I L2o2XI4o 2 4 I L2X2X14o ' � 2 5 I L2X2Xz4o ' ' . 3 I l L2z2X14G � 3 2 I L2X2XI4s \ 3 ] l L2X2XI4o 3 4 z L2X2zl4m i 3 5 ' I L2X2zl4o | BEARING orIrromEo: ------------------ Locate Width Thick ---------- ----- ----- i Lt Column 2.50 0'250 / Rt Column 2.50 O 250 ` ' ' / 16-B-89015 raaMImo ooMMuunr: Rigid Frame 2 2/ 4/I9 3:52am | / ' zAznnz: zrne RF No. Line z ! Frame Line zu 2 5 � Grid zine Id 2 5 | MEMBER: ' Surf Mem Mem ueg Flange Flange -Web-Depth- -Plate-Thickness- Id Id Id Part Length Width Start End web O-flg z-flg ---- --- --- -------- ------ ------ ----- ----- ----- ----- ----- I l I 5'00 6'00 I6'00 I6'00 0'156 0'250 0'250 I I 2 lO'll 6'00 16.00 I6'00 0.185 0.250 0.250' � 2 2 3 6.91 5'00 16'00 I6'00 0'I85 0'250 0.250 2 2 4 10.00 5'00 I6'00 16.00 0.I56 0.250 0'250 J 3 5 lO'UO 5'08 I6'00 18'00 0'I50 0'250 0.250 ' J ] 6 6'91 5'00 I6'00 I6.00 0'185 0.250 0'250 A « 7 10.11 0.00 I6'00 16.00 0'185 0.250 0'258 4 4 8 5.00 6.00 16'00 I6'00 0'156 0'250 0'250 SPLICE: 10 . --_---- . -Surface- ---Plate--- Bolt Bolt Bolt ---Top--- --Bottom- | Id Locate Type Width Thick rzne Dia sage now Space non space ! -- ------ ---- ----- ----- ----- ----- ----- --- ----- --- ----- ! u 0'00 VEE 6'00 0'625 a325 0'750 3'00 2 4'00 2 4.00 � 3 0'00 -En 6'00 0'375 A325 0'758 3'00 2 4.00 2 4'00 � 4 0'00 VEE 6'00 0'625 a325 0'750 3'00 2 o'DO c 4'00 / / BASE PLATE: ! ----------- ' ---PIate--- -----------Bolt------- Base � Locate Type Width Thick Type Dia Gage Row ulev / ---------- ---_ ----- ------ ----- ----- ----- ---- ----- / Lt coIomo r 6.00 0'375 ga30 0'750 «'OO 2 0'00 Rt Column n 6'00 0'375 sa36 0.750 «'OO 2 0.00 | rLamoE BRACE: ------------- aurf No. Id Locate Side sort Clip . ---- ------ ---- -------- ------ 2 l l L2r2XI4s . 2 2 I L2o2XI4a 2 3 l c2X2Xl4o % 4 I L2o2zl4o 2 5 I L2X2XI4o ] I l L2X2Xl4G ] 2 I L2r2zl4o . ] 3 l L2o2%I4o ' 3 4 l L2X2rI4G / ] 5 l L2z2zl4o BEaazms ozzrrEmEn: / ------------------ Locato width Thick ---------- ----- ----- Lt Column 2.50 0.250 Rt Column 2'50 0'250 I6-o-89OI5 raaMIms SUMMARY: Rigid Frame 3 2/ 4/19 3:52am zArnor: ------- ' Type RF No. Line c Frame Line zu a « oziu Line zu a o MEMBER: Surf Mem sem aeo Flange Flange -Web—Depth- -Plate—Thickness- Id zu Id Part Length width Start End Web o-clg z-fIg ---- --- --- -------- ------ ------ ----- ----- ----- ----- ----- I l I 5.00 6.00 I6'00 16.00 0'I56 0'250 0.250 l l 2 10.11 6'00 I6'08 16.00 0.I85 0.250 0'250 2 2 3 5'91 5.00 I6.00 16'00 0.185 0'250 0.250 2 2 4 10.00 5'00 16.00 l§.00 0'156 0'250 0.250 J 5 5 10.00 5'00 I6'00 I6'00 0.156 0.250 0'250 3 3 § 6'9I 5'08 I6.00 I6'00 0.185 0.250 0'250 4 4 7 lO'II 5.00 I6.00 I6'00 0.185 0'250 0.250 « « 8 5.00 s'oU 16'00 16'00 0'156 0.250 0'250 02/04/19 11 °ssL ' ' SPLICE: ------- -onzcuoe- ---Plate--- Bolt Bolt Bolt ---Top--- --Bottom- Id Locate zZge Width Thick Type Dia Gage Row Space now Space -- ------ ---- ----- ----- ----- ----- ----- --- ----- --- ----- c 0'00 VEE 6'00 0'625 a325 0'750 3'00 o 4'00 2 4.00 3 0'00 -EE 6'00 0'375 a325 0'750 3'00 2 4'00 2 «'UO 4 0'00 VEE 6.00 0'625 a325 0.750 3'00 2 4'00 2 4'00 BASE PLATE: ' ----------- � ---PIato--- -----------Bolt---------- Base | Locate Type Width Thick Type Dia Gage Row EIen . ---------- ---- ----- ------ ----- ----- ----- ---- ----- 2 U'UO Lt ooInon e 6'00 0'375 Ga36 0.750 4.00 � Rt Column P 6.00 0'375 on36 0'750 4'00 2 O'OO | FLANGE BRACE: ------------- | aozf No. zu Locate aide eort Clip ---- ------ ---- -------- ------ | 2 l I L2z2Xl4o / | 2 2 l L2X2zI4o 2 3 l L2z2XI4g ! 2 4 l L2X2Xl4o / 2 5 I L2z2XI4o � 3 l l L2X2Xl4o 3 2 l L2X2Xl4o � 3 3 l L2X2rI4o 5 o I L2X2X14o ] 5 I L2z2r14G ' | BEARING azzFrEmEn: � ------------------ ' Looate Width Thick � ---------- ----- ----- Lt Column 2'50 0'250 � Rt Column 2'50 0.250 ' ----------------------- I6-B-89UI5 FRAMING SUMMARY: Rigid Frame « z/ 4/I9 3:52am . zAYonz: ------- . ryDe nr No. Line l Frame Line zu s Grid Line Id 6 . MEMBER: Surf Mem Mem oeg Flange rinn9a -Web—Depth- -Plate—Thickness- -Id Id Id Part Length Width Start End web o-fIg z-cle ---- --- --- -------- ------ ------ ----- ----- ----- ----- ----- I I I 5'00 6'00 I6'00 16.00 0.156 0.250 0.250 l I 2 lU'lI 6.00 16.00 I§.00 0'I85 0.250 0'250 2 2 3 6'9I 5.00 16.00 I0'00 0.185 0.250 0'250 2 2 4 I0'00 5'00 16.00 16.00 0'I56 0'250 0.250 ] 3 5 10.00 5.08 I0.00 I§.00 0'I56 0.250 0.250 3 3 § 6'9I 5.00 l§.00 I6.00 0'I85 0.250 0.250 4 « 7 10'11 6'00 z§'On 16.00 0.185 0.250 0.250 4 4 8 5'00 6.00 16.00 16.00 0'156 0.250 0.250 12 / , | SPLICE: ' ------- / -Surface- ---Plate---' Bolt Bolt Bolt ---Top--- --Bottom- Id Locate Type Width Thick zrne Dia sane non Space now Space -- ------ ---- ----- ----- ----- ----- ----- --_ ----- --- ----- . 2 0.00 VEE 6'00 0'500 a325 0'750 3'00 2 «'OO 2 «'OU - | 3 0.00 -EE 6'00 0.375 a325 0'750 3'00 2 4.00 2 4'00 ! A O'UO VEE 6'00 0.500 a325 0'750 3'00 2 4'00 2 *'00 ! / � BASE PLATE: ----------- ---Plate--- -----------Bolt---------- Base / Locate Type width Thick z}po Dia Gage Row EIev | ---------- ---- ----- ------ ----- ----- ----- ---- ----- Lt noInon P 6'00 0'375 ou]h 0.750 4'08 2 O'UU Rt ooIomu P 6.00 0.375 su36 1 0'750 «.00 2 O'UU FLANGE BRACE: ------------- onrz No. / Id Locate aiuo Part clip / ---- ------ ---- -------- ------ 2 I I L2X2XI4g 2 2 I L2X2X14o ' 2 3 I L2o2Xl4s 2 4 I L2X2Xl4e | 2 5 l L2o2XI4g ] I l L2X2ol4o � 5 3 l L2X2XI4g . | 3 3 I L2X2rl4o � 3 4 l L2X2r14o \ 3 5 I L2z2XI4g ' BEARING ozIrromEu: ------------------ L000to width Thick ---------- ----- ----- Lt Column 2.50 0.250 > Rt Column 2'50 0.250 | / 13 i, t j Add FB " k Y YaAI T Bal M pa ildtll Tedd Q" w x '.F�-Z 4 4 0 , a 4� a 4• B� ,- 4` Mai �� 0.� �A� Ax %4'i 1°TA A x 1/4'x 1°Td SIFTT>FJi ME, I' m TId*' trF1-� �z 2 1/4' p 1111° WSE RAE vaE wvart nlatnflv0iLoggh Br- a { } ;.r 1 , r i U; I } I I I I II I I } 1 I I I I I I 1 1/ 3r-r ptff-M-OLff OF STM FRAME CROSS SECTION: FRAME LINE 1 r. �91E MW BY o fmf ',-RIME i GLNERAI.NOTES; �/4/f �Ixxelwanuf Rsxr a.0 ax>ar<snm 1.==ff--�Au Baum JB°!1X AM TIfE tgBo�n MEQ MOO!6 �w wlm��IloCw�aif, 1. Z,pf�g 19i0 m AM OR 0,N o®6ta b1.70W.iFfVlE-STNICIINp11 IIE11RO1B,EICILOIIE Sam W�RETIK RIDETi 6EtT n°am 1 01�� FOi 81A =ff mm.( LFW a16101E7Q Ila WN ffmw uc omm sic WN MW Lm a}f11COEiY. 8811 A B BA0791EA IOOVBIt ea°1o10.NF 11EFI � 2 Al FW won00 OON==OF B3'00W Faysq B"dE fE Bal>En tAl"AT11 tlB OOE — n- BEarq D -N. BEET MEBm s°lE a raw}.du RANI WiM CN MUM AM WM As ME �/4/tr Kra t � 16-8-89016 E7 A � Ir 14 ` 02/04/19 1. Vl 11). SPLICE PURE a BOLT 461E WIk 1A T: w M Tm M3 p EAS T1id d d F B - 2�p 0 9 1/471 IOU 9'x-•2 4 4 0 A m a 4� 1 4 B� 6 +- 4 -2 d�6�6 LL a�0 613 E t %4'i 1V7�2 a.1/4 t 1W3 h" SHFR ae T16� E8-2 a a 0.71 INN ON /4;t a /4;X.IN Wk I Ek V1fA% uroo '9k tat-�- SF St-2 1 22 a'1'4 1J' i/" M= ?; In wm PUDE .61 tl t t1u61�' BP- a 12 I � I • I IV! I - a I Ig I I;I + I I I I I I I I I I � 6 ig 8 - +- A t fk•r k; FRAME CROSS SECTION: FRAME UNE 2 6 ssuE GENERAL NOTES:NOTES; 21 2/ t Pat t>olelwDtox r4latr l_n� sou a�prpitmm 1.m Swff-AL W=m m vn Mm TYPE 1 MW u8 SPECM AS SY1311�1f9 �A1Ni�7D-MII Eem�� I+! IE71D0.S N0.1DND p�11E56aDt1a1�1 ASIY AM OR ANO VONPFE-iDg0PNM OR Of�1DIDOM IDIri00A]JR.L' FN6�Ik IW1Y 71YOER hw 1 WR Slue 7198 BOgS FW aBlpFm ale wx ow uC om m ata wm ON UD �JI�SEL'IDN 0. ®9Rt{91E3 2 Y WaI 00IM J16 W 93!a W FOW 9YL K Z=1M H AM U70DCk 97110110.NP 11eH ik eD OAE eosE P1NSE suatD D m 11aen laEf MADEA Dt4E W=xL RMW WW aR Oauat Ave WM As 00 yfe KTs 1 A 18-8-88016 EB A rr„ f: 15 02/04/19 ' �i ma RAZE a eau 4aE d 1 T°a BA M TA, m riaNl 7nF* d d F B = _�A _ �1 4 4 0 � II 4� 1 4� °� A _ 4 W-Y u0.m E1J 6 i %4't 1W2 A=1/4�i 1071 50 SWEIEA 718E M-1 RAA 0. B= /1;■10.3 A_ /4;t t i FEai a0 1%4' p d� ENS RM 7AU wt AfAhLwdh44 °r- a + I, it ir it Ile :3 I I I I I + I II k 1 I 1 -A 11Y FRAME CROSS SECTION; FRAME UNE 3 4 !4 ME out Dow. Br act uAl � GENERAL NOTES; h 214116 FBA OaHBAA=FEAIF HERITA E �>s 01�'•"�, f; 1.SMA 7FOBF--AML A�a7gEa�WM Alii AM M 1 Baps AM SRI O 15 � lam+ 31b AMIS Ib1q ASIY A74�Ap�a.��-ptp�pY7�BpHEDtI@A FW STRLCML a 72�pp(,P�g11E1� 7RNIBOL�°BBl7S ql 01�'1E1�a1 A II�IgTBR N8 MOI MMMIM fai SMA 7ANf BO17S Fal � HYlY 7NI0ER � MABNY.MI SfLTgIF 9A(OR IN QuIaER °1E"BBAE7 aO �F1E 315 YMI SAEE7 aA 2 won OOMEIIIm BF'SBa m FF' M MU BE S=== IBGOpt wmm NY 11171 tlD WE SONE Ra BIASIA C AB MA@N REFI ME®I tl9UE pr, a HM ILL RMPE arcs ON OMW No WO 4/1A 0.7s 1 A 18—B—BBD16 E9 li lid 4 �i 16 I, 02/04/19 °' �i �i10E RAE A BaT vacVIM flak T: Bot M Me Mdt M" xt+ i s R s lou ��p i1 �1 4 4 0 ASS A 4A A 4' !� �- d d F B , 1 4 A: %4'i A a 1/4`R fi7d SIFTOEB vw 34 fm I' Nat I YZ " TVp / S W4-� 9-1 1 1/4; e�1A/1A �• W- St-1 1 4 'r 1 816E RAE TARE +11 Wt MMihtdt 'I i BP- 3 i ' V-4 ijX 3e�r Mff--MTOK OF SM i b! t r� r I s k + A 8 FRAME CROSS SECTION: FRAME UNE 6 C` WE DEKWU B1 �� E i-0a GENERAL NOTES: .7/ FOR Cd81NDIO1 R191f Aau al�c mar 1'sD110uo-na do x g�7�tim tiE 1 en�s�pApa� � N4AH .60i5--8e'amu 1 M WnnNFOR CJIBRRFD�� TR4f-a_�fFgI D._ a iB�IF-0OIIIWpOL�Bp]8 OR d+ 1 FM MW=ff U t�F>IA M FM RG611 WLLY n1�FA srtNrnwt A84 53BOx a s sUaamm a81oF1Q 311 rw Smw uA w16a d1e rw Mo r uc w 1.Au---_[E18�CONiCI=W MXMW FWA 9411 W BO M MBI AMIOOM BMM=w figs rrvv� W WE IOU RIH AIAAW D rIOB mma Mumma 09UE A NM ALL 87 9 ON OMW W RVFiFR AS IMIR.& 1 A 16-8-89016 F16 A 17 02/04/19 f; r • I, SPLVE PLATES•ears T Bol da EIAb sb. — — ■ ,t — t t — ' SP— 4 4 AM 4 b 4 — 4 - — StFFDER VM ISO Phft Sh lll. lbk FFdM llldl M'F-1 St—lie 1/2!/4' 1Y r--------------------------------------------------I H wb Fres CalI I 5-1 1 IT, 01 I I W-2 I I I I , I � s I i I I j � I I I I K I I I I ` I I I Is. I I i Ulf- f+/- 1/2' I; 3 WIND BENT ELEVATION; FRAME UNE A 4 h NOTES: 214/1�/ �` G2 '°" HERITAGE tTIEWVL bt FEW 1.SyFupn7a f-ILL M=.WTS UTH AM Tree 1 Bars�sM�s mmmm yalmN9 �"�"i�m«tea�'�� U9leMM�_iBRI�A'QDn�.906=3. eM°°-ruF fNBwamoa 6 3.7�4°NNEW 71 - TFf to ears aR,,,f 18®011 Fo1ruBR RBFIMAM WUY man IHIXWgII i5771�,F1E1R8 fat�91A l�lf Bars PW—FOR �S1aFIQ b1F YV1 SBFFr uc aFlb 71e YW STREET ILC slalawL ig1AL5 SCI1011 0. B 81Aff31 2 B C0f1EL M OF SEDM Y FWM SKU SE UM WrH ALS Lorroclt StmtalA EI 11sN WELM tlC BOE BENE F1N9: BACNB D 108 FlF@R sEET MIFEFII BSUE waml Pmu mm ON m11S1 Nn WF•1m As"m s/4/ts Kra 1 A 18-8-89016 E7 A I� I, 18 G 02/04/19 ! t SRICE BOL73 ' Bok PGE1 YAR( IFNBBI Bol Oa Ndh nm1 — _ 1 •, _ 1 _ �— 4 4 Aga NX 3/4' 4 ' — _ C BOfm vm SS Yak YaY IVF-1 St— It"S 112 l/ i/.4 ------------------------------------------------� 1 L� tis wa1I I I i R h I - Big l/f I I I � I I I I I - I I I I I _ I I i I I I I I I I I 4 WIND BENT ELEVATION: FRAME LINE B a �[ k0E �Ip1t BY arb 091 �� T L1 GENERAL NOiESi 2/Ut FM m7ok emA1m1r GrAnx BMW 1.s10 igrt-aL worn Af15 rnx A�6 7YPE 1 8x79 A�ENE�IS Na1111� 71114 =Wm Am OR mm �w111 r GY�pH40ED erdq lrr MR �� ac ask ate wa srt�t un SIR)M a1a11 NSPs7G1t wk 1Nq t snlw7uwL+uxGa�a 5 aloavlla - 2 a mp van 001671015 W==W 1tNM BWL K earn UM A9D Y1w* >1)UO u Yt 11v mcm B 7t ti na WE sane RM tuluta o m 1A lu WE"m 59a K &WU ALL BAr� AND WM AS=0 _7777 1 s/4/11 Km 1 A 16—B-89016 E7 A In c- u 19 02/04/19 r. r; _"__:_tip I �=:t.h:.•�}_____�-=1_n-_c_�_L =.=�,=<s•__��_..._.::.:.:.::,L: _�.�____..__...._....�n�_�a.�x=-L �.��-�.s....__-.r��..r.�:..w�L - _3a_�_=�-.`--�_.,_:_>:�_=.l_ -_.:-._a_�.--�_ 1 16-B-89015 Bracing Reactions Report: 2/ 4/19 3:52am -------------------------------- I BUILDING BRACING REACTIONS: --------------------------- ------Reactions(k --------------------------------Reactions(k )------- ---Wall-- Col ----Wind---- --Seismic--- Panel_Shear(lb/ft) j Loc Line Line Horz Vert Horz Vert Wind Seismic Notes ---- ---- ------- ----- ----- ----- ----- ------ ------- ----- L EW 1 (h) F SW A 3 ,4 (a) R EW 6 (h) i B SW B 4 r3 (a) ---- ---- ------- ----- ----- ----- ----- ------ ------- ----- (a)Wind bent in bay (h)Rigid frame at endwall i WIND BENTS: ----------- -------Reaction(k )------ ---Wall-- Col ----Wind---- ---Seismic-- Anc Bolt --Base_Plate(in)--- Loc Line Line Horz Vert Horz Vert No Dia Width Length Thick ---- ---- ----- ----- ----- ----- ----- -- ----- ------ ------ ----- F-SW A 3 ,4 3.50 4.61 1.56 2.06 4 0.750 6.000 15.50 0.375 B-SW B 4 ,3 3.50 4.61 1.56 2.06 4 0.750 6.000 15.50 0.375 i Reaction values shown are unfactored. Maximum load combination factors are: j Wind : 0.60 Seismic: 0.70 --------------------------------------------- ----- 16-B-89015 Additional Reactions Report: 2/ 4/19 3:52am Rigid Frame Column Reactions(k ) -------------------------------- Frame Col ----Dead--- Collateral ----Live--- ----Snow--- Wind_Leftl I Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert ----- ------ ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 B 0.3 2.9 0.1 0.4 0.9 12.5 0.9 20.2 0.2 -22.2 1 A -0.3 2.9 -0.1 0.4 -0.9 12.5 -0.9 20.2 2.5 -20.1 Frame Col Wind_Rightl Wind_Left2 Wind_Right2 Wind_Longl Wind_Long2 Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert ----- ------ ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 B -2.5 -20.1 -3.4 -21.0 1.0 -21.3 -3.6 -14.5 2.1 6.1 1 A -0.2 -22.2 -1.0 -21.3 3.4 -21.0 3.6 -14.5 -2.1 6.1 Frame Col -Seis_Left- -Seis_Right -MIN_SNOW- F1UNB_SL_L F1UNB_SL_R Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert ----- ------ ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 B -0.4 -0.4 0.4 0.4 2.3 8.0 2.8 11.7 2.8 6.7 1 A -0.4 0.4 0.4 -0.4 -2.3 8.0 -2.8 6.7 -2.8 11.7 ------------------------------------------------------------------------------ i 20 02/04/19 Frame Col ----Dead--- Collateral ----Live--- ----Snow--- Wind_Leftl Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert ----- ------ ----- ----- ----- ----- ----- ----- ----- ----- ----- ---- 2* B 0.4 3.2 0.1 0.5 0.9 13.8 0.9 22.3 0.1 -24.5 2* A -0.4 3.2 -0.1 0.5 -0.9 13.8 -0.9 22.3 2.7 -22.2 Frame Col Wind_Rightl Wind_Left2 Wind Right2 Wind Longl Wind_Long2 Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert ----- ------ ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ' 2* B -2.7 -22.2 -3.6 -23.1 1.0 -23.6 -4.0 -16.1 2.3 6.8 2* A -0.1 -24.5 -1.0 -23.6 3.6 -23.1 4.0 -16.1 -2.3 6.8 I Frame Col -Seis_Left- -Seis_Right -MIN_SNOW- F2UNB_SL_L F2UNB_SL_R Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert ----- ------ ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- i 2* B -0.5 -0.4 0.5 0.4 2.5 8.9 3.1 12.9 3.1 7.4 i 2* A -0.5 0.4 0.5 -0.4 -2.5 8.9 -3.1 7.4 -3.1 12.9 i ------------------------------------------------------------------------------ Frame Col ----Dead--- Collateral ----Live--- ----Snow--- Wind_Left1 Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert ----- ------ ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- i 3* B 0.4 3.2 0.1 0.5 0.9 13.8 0.9 22.3 0.1 -24.5 3* A -0.4 3.2 -O.f 0.5 -0.9 13.8 -0.9 22.3 2.7 -22.2 i Frame Col Wind_Rightl Wind_Left2 Wind_Right2 Wind_Longl Wind_Long2 Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert 3* B -2.7 -22.2 -3.6 -23.1 1.0 -23.6 -4.0 -16.1 2.3 6.8 i 3* A -0.1 -24.5 -1.0 -23.6 3.6 -23.1 4.0 -16.1 -2.3 6.8 i Frame Col -Seis_Left- -Seis_Right -MIN_SNOW- F3UNB_SL_L F3UNB_SL_R j Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert ----- ------ ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 3* B -0.5 -0.4 0.5 0.4 2.5 8.9 3.1 12.9 3.1 7.4 3* A -0.5 0.4 0.5 -0.4 -2.5 8.9 -3.1 7.4 -3.1 12.9 j ------------------------------------------------------------------------------ i Frame Col ----Dead--- Collateral ----Live--- ----Snow--- Wind_Leftl Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert ----- ------ ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- i 6 B 0.3 2.9 0.1 0.4 0.9 12.5 0.9 20.2 0.2 -22.2 6 A -0.3 2.9 -0.1 0.4 -0.9 12.5 -0.9 20.2 2.5 -20.1 i Frame Col Wind_Rightl Wind_Left2 Wind_Right2 Wind_Long1 Wind_Long2 Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert ----- ------ ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 6 B -2.5 -20.1 -3.4 -21.0 1.0 -21.3 -3.6 -14.5 2.1 6.1 i 6 A -0.2 -22.2 -1.0 -21.3 3.4 -21.0 3.6 -14.5 -2.1 6.1 Frame Col -Seis_Left- -Seis_Right -MIN_SNOW- F4UNB_SL_L F4UNB_SL_R Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert ----- ------ ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- j 6 B -0.4 -0.4 0.4 0.4 2.3 8.0 2.8 11.7 2.8 6.7 6 A -0.4 0.4 0.4 -0.4 -2.3 8.0 -2.8 6.7 -2.8 11.7 ----------------------------------------------------------------------------- i I 2* Frame Lines:2 5 I 3* Frame Lines:3 4 i 1 Endwall Column Reactions(k ) j ----------------------------- 21 02/04/19 PROJECT NOTES DESIGN LOADING DRAWING INDEX Material properties of steel bar, plate, and sheet used in the fabrication of built-up structural framing members THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS conform to ASTM A529, ASTM A572, ASTM A1011 SS, or ASTM A1011 HSLAS with a minimum yield point of 50 INDICATED AND APPLIED AS REQUIRED BY. PAGE DESCRIPTION ksi. Material properties of hot rolled structural shapes conform to ASTM A992, ASTM A529, or ASTM A572 with NYBC 2017 C1 COVER SHEET ITAG a minimum specified yield point of 50 ksi. Hot rollea angles, or other than flange braces, conform to ASTM 36]A IEPV BUILDER IS TO CONFIRM THAT THESE LOADS COMPLY BUI minimum. Hollow structural shaped conform to ASTM A500 grade b, minimum yield point is 42 ksi for round THE THE UIL REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT. F1 ANCHOR BOLT PLAN BUILDING SYSTEMS and 46 ksi for rectangular HSS. Material properties cold form light gage steel members conform to the requirements of ASTM A1011 SS Grade 55 or ASTM A10111 HSLAS Class 1 Grade 55, with a minimum yield point ROOF DEAD LOAD 4.020 PSF F2 ANCHOR BOLT REACTIC� of 55 ksi. SUPERIMPOSED `_•i Established 1979 The manufacturer does not assume any responsibility for the erection nor field supervision of the structure and COLLATERAL 1 PSF F3 ANCHOR BOLT DETAILS M ® M or any special inspections that may be required by the local building authority during erection (including inspection E7 ROOF FRAMING PLAN of the high strength bolts or field welds) as required during erection. The coordination and the costs associated ROOF LIVE LOAD 20.00 PSF (NON-REDUCIBLE) for setting up and Special Inspections are the responsibility of the Erector, Owner, Architect, or Engineer of Record. E2 ROOF SHEETING PLAN RISK CATEGORY II - Normal E3 FRONT SIDEWALL ACCREDITED' Design is based upon the more severe loading of either the roof snow load or the roof live load. AC 472 BUILDER/CONTRACTOR RESPONSIBILITIES SNOW LOAD E4 BACK SIDEWALL Loads, as noted, are given within order documents and are applied in general accordance with the applicable GROUND SNOW LOAD (Pg) 36.00 PSF Drawing Validity - These drawings, supporting structural calculations and design certification are based on the provisions of the model code and/or specification indicated. Neither the manufacture nor the certifying engineerLD IMPORTANCE FACTOR Is 1.0000 E5 LEFT ENDWALL SNOWOA order documents as of the date of these drawings. These documents describe the material supplied by the declares or attests that the loads as designated are proper for the local provisions that may apply or for site ( ) manufacturer as of the date of these drawings. Any changes to the order documents after the date on these specific parameters. The manufacturer's Engineers certification is limited to design loads supplied by an FLAT ROOF SNOW LOAD (Pf) 30.24 PSF E6 RIGHT ENDWALL drawings may void these drawings, supporting structural calculations and design certification. The Builder/Contractor is responsible for notifying the building authority of all changes to the order documents which Architect and/or engineer of record for the overall construction project SNOW EXPOSURE FACTOR (Ce) 1.0 E7-E10 FRAME CROSS SECTION result in changes to the drawings, supporting structural calculations and design certification. This project is designed using manufacture's standard serviceabili standards. Generali this means that all THERMAL FACTOR (ct) 1.20 P 1 9 9 tY Y E71-E12 WIND BENT ELEVATION Builder Acceptance of Drawings - Approval of the manufacturers drawings and design data affirms that the stresses and deflections are within typical performance limits for normal occupancy and standard metal building manufacturer has correctly interpreted and applied the requirements of the order documents and constitutes products. If special requirements for deflections and vibrations must be adhered to, then they must be clearly WIND LOAD DET1-4 STANDARD DETAILS Builder/Contractor acceptance of,the manufacturer's interpretations of the order documents and standard product stated in the contract documents. ULTIMATE WIND SPEED 136 MPH specifications, including its design, fabrication and quality criteria standards and tolerances. (AISC code of NOMINAL WIND SPEED (Vosd) 105 MPH (IBC SECTION 1609.3.1) The building hos been designed as open with clear/open flow in accordance with the building code. The standard practice Sept 86 Section 4.2.1) (Mar 05 Section 4.4.1) addition of wall framing or sheeting on any portion or all of the walls or having equipment or material stored SERVICEABILITY WIND SPEED Bo MPH DRAWING STATUS Code Official Approval - It is the responsibility of the Builder/Contractor to ensure that all project plans and inside the building obstructing the wind flow will require that the building be reviewed by a licensed design WIND EXPOSURE CATEGORY C ❑ professional for structural adequacy. FOR APPROVAL specifications comply with the applicable requirements of any governing building authority. The Builder/Contractor TOPOGRAPHICAL FACTOR 1.0 THESE DRAWINGS, BEING FOR APPROVAL, ARE 6Y is responsible for securing all required approvals and permits from the appropriate agency as required. The building has been designed as open with obstructed flow in accordance with the building code. The addition of INTERNAL PRESSURE COEFFICIENT (GCpi)0.00/0.00 DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL Builder is responsible for State. Federal.and OSHA safety compliance - The responsible for Builder/Contractor is wall framing or sheeting on any portion or all of the walls or having equipment or material stored inside the building ZONE 4REPRESENTATION ONLY. THEIR PURPOSE IS TO applying and observing all pertinent safety rules and regulations and OSHA standards as applicable. obstructing the wind flow will require that the building be reviewed by a licensed design professional for structural , COMPONENT WIND LOAD 5 LOFT2 CONFIRM PROPER INTERPRETATION OF THE PROJECT adequacy. 35.457 PSF PRESSURE-39.003 PSF SUCTION DOCUMENTS. ONLY DRAWINGS ISSUED Building, Erection - The Builder/Contractor is responsible for all erection of the steel and associated work in ZONE 5, COMPONENT WIND LOAD < 10Fr2 "FOR ERECTOR INSTALLATION" CAN BE CONSIDERED ' compliance with the Metal Building Manufacturers drawings. Temporary supports, such as temporary guys, 20% of the roof snow load hos been included in the seismic weight calculations AS COMPLETE 35.457 PSF PRESSURE-49.534 PSF SUCTION ❑ braces, false work or other elements required for erection will be determined, furnished and installed by the X FOR CONSTRUCTION PERMIT erector. AISC Code of Standard Practice Sept 86 Section 7.9.1) (Mar 05 Section 7.10.3) The metal building manufacturer has not designed the structure for snow accumulation loads at the ground level I ( which may impose snow loads on the wall framing provided by the manufacturer. ZONES PER ASCE 7-10; FIG-30.4-1 THESE DRAWINGS, BEING FOR PERMIT, ARE BY Discrepancies - Where discrepancies exist between the Metal Building plans and plans for other trades, the Metal ZONES PRESSURES SHOWN ARE UN-FACTORED DEFINITION NOT FINAL ONLY DRAWINGS ISSUED 'FOR ERECTOR INSTALLATION' CAN BE CONSIDERED � Building plans will govern. (AISC Code of Standard Practice Sept 86 Section 3.3) (Mar 05 Section 3.3) The rigid frame at lines 1&6 are designed as a non-expandable rigid frame. Corresponding frame reactions are RAIN INTENSITY calculated based upon actual tributary area. 5-MINUTE DURATION, 5-YEAR AS COMPLETE- Materials OMPLETEMaterials by Others - All interface and compatibility of any materials not furnished by the manufacturer are the RECURRENCE (11) 6.0000 IN/HOUR FOR ERECTOR INSTALLATION A responsibility of and to be coordinated by the Builder/Contractor or A/E firm. Unless specific design criteria concerning any interface between materials if furnished as a part of the order documents, the manufacturers SEISMIC LOAD _•FINAL DRAWINGS FOR CONSTRUCTION. assumptions will govern. SEISMIC IMPORTANCE FACTOR (le) 1.00 Modification of the Metal Building from Plans - The Metal Building supplied by the manufacturer has Ss 0.1540 SDs 0.1643 FOR QUESTIONS OR ASSISTANCE CONCERNING ERECTION CALL: been designed according to the Building Code and specifications and the loads shown on this drawing. Modification of the buildingconfiguration, such as removing wall panels or braces, from that shown on these S7 0.0560 Sal 0.0896 g g p 800-643-5555 plans could affect the structural integrity of the building. The Metal Building Manufacturer or a Licensed SITE CLASS D STIFF SOIL Structural Engineer should be consulted prior to making any changes to the building configuration shown on MONDAY- FRIDAY 7:30AM TO 5.00PM these drawings. The Metal Building Manufacturer will assume no responsibility for any loads applied to the SEISMIC DESIGN CATEGORY B building not indicated on these drawings. __ ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE ENGINEERING SEAL NA - Foundation Design - The Metal Building Manufacturer is not responsible for the design, materials and workmanship of the foundation. Anchor rod plans prepared by the manufacturer are intended to show only COLUMN LINE ALL ALL(FRONT)ALL(BACK) THIS CERTIFICATION COVERS PARTS MANUFACTURED location, diameter and projection of the anchor rods required to attach the Metal Building System to the AND DELIVERED BY THE MANUFACTURER ONLY, foundation. It is the responsibility of the end customer to ensure that adequate provisions are made for BASIC FORCE RESISTING SYSTEM- H H H AND EXCLUDES PARTS SUCH AS DOORS, WINDOWS, specifying rod embedment, bearing values, tie rods and or other associated items embedded in the concreteRESPONSE MODIFICATION COEFFICIENT(R) 3 3 3 FOUNDATION DESIGN AND ERECTION OF THE BUILDING. foundation, as well as foundation design for the loads imposed by the Metal Building System, other imposed THESE DRAWINGS AND THE METAL BUILDING SYSTEM loads, and the bearing capacity of the soil and other conditions of the building site. (MBMA 06 Sections 3.2.2 SYSTEM OVER-STRENGTH FACTOR(po) 2.5000 2.5000 2.5000 THEY REPRESENT ARE THE PRODUCT OF AN AFFILIATE OF NCI GROUP, INC. -_10943 N. SAM HOUSTON and A3) SEISMIC RESPONSE COEF FICIENT(Q 0.055 0.055 0.055 PARKWAY W., HOUSTON, TX 77064. THE PROFESSIONAL ENGINEER WHOSE SEAL APPEARS HEREON IS EMPLOYED BLDG DESIGN BASE SHEAR (V)TRANSVERSE 5.64(k) LONGITUDINAL 6.25(k) BY AN AFFILIATE OF NCI GROUP, INC. AND IS NOT THE ENGINEER-OF-RECORD FOR THE OVERALL PROJECT. THE TRANSVERSE DIRECTION IS PARALLEL TO THE RIGID FRAMES THE LONGITUDINAL DIRECTION IS PERPENDICULAR TO THE RIGID FRAMES THE ENGINEER WHOSE SEAL APPEARS HERE ON IS AN EMPLOYEE FOR THE MANUFACTURER FOR THE BASIC STRUCTURAL SYSTEM (FROM ASCE 7-10 TABLE 12.2-1) MATERIALS DESCRIBED HEREIN. SAID SEAL OR BASIC FORCE RESIS TING SYSTEM- CERTIFICATION IS LIMITED TO THE PRODUCTS DESIGNED AND MANUFACTURED BY MANUFACTURER ONLY. THE H. STRUCTURAL_STEEL-SYSTEMS-NOT SPECIFICALLY- UNDERSIGNED ENGINEER IS NOT THE 9_VERALL ENGINEER DETAILED FOR SEISMIC RESISTANCE OF RECORD FOR THIS PROJECT. " A325 BOLT GRIP TABLE 1/z BUILDING SIZE. 36'-3" x 120'-0" x 15'-10" 3.0:12, GRIP LENGTH BOLT LENGTH NOTE: FULL THREAD ENGAGEMENT IS ISSUE DATE DESCRIPTION BY CK'D DSN 0 TO 9/16" 1 1/4" F.T. PGRIPWASHER DEEMED TO HAVE BEEN MET Over 9/16" TO 1 1/16" 1 3/4" F.T. WHEN THE END OF THE BOLT A 2/ 6/19 FOR CONSTRUCTION PERMIT DDR MMH DCK HERITAGE 2612 GRIBBLE STREET r Over 1 1/16" TO 1 5/16" 2" IS FLUSH WITH THE FACE OF BUILDING SYSTEMS NORTH LITTLE ROCK, AR 72114 THE NUT. 1-800-643-5555 Over 1 5/16" TO 1 9/16" 2 1/4" Sata66s6ed 1979 Over 1 9/16" TO 1 13/16" 2 1/2" HER REQUIRED ONLY WHEN SPECIFIED. d$47a2 Over 1 13/16" TO 2 1/16" 2 3/4" MAY BE LOCATED UNDER HEAD PROJECT: HALLY THACHERBOLT, UNDER NUT, OR AT BOTH AT CUSTOMER: 316 MAIN STREET LLC OWNER- 316 MAIN STREET LLC LOCATIONS OF BOLTS LONGER THAN 2 3/4" LOCATIONS NOTED ON ERECTION DRAWINGS. NOTED ON ERECTION DRAWINGS ADD 5/32" FOR EACH WASHER TO MATERIAL LOCATION: SOUTHOLD, NY 11971 S bcM�2 of see 72M f�" 01 d The mo<"of F.T. DENOTES FULLY THREADED THICKNESS TO DETERMINE GRIP. r�et-- 9-+ T.Aao-t o of of'e-"w��m i�n.m°etb, CAD FN PHASE BUILDING ID JOB NUMBER SHEEP NUMBER ISSUE It-b•to inter�e-t-t.1.mm eot.,.d. a-r l g a en nem beo<u,y me�a-aya-L,mtereq the mtasa eny:,ee.engin ett to me nem bb.em Ona t e eotew,'ate 1 Rev 4/4/2017 �DATE 6/19 1 A 16-13-89015 Ct A by a a nr a mt- a"ee er°yeti mt..eue,,,Ona i O Dia= 3/4" 1 120'-0"OUT-TO-OUT OF STEEL 6 , 2 3 4 5 24'-O" 25'-0" 24'-0" 23'-0" 24'-0" 4" 23'-8" 23'-8" B I I I0 o o I -TO. B A B B C C B B A M I w N t� C:> iV O O rn cc) I ID I I Im M S fn , O c f- i� 'n I o in S M �t- M - -- --- -- - --- - - - -- - -- - - -- -- ------ - -- --- -- - B A A I I I0 T -TO. I A - 4" 23'-8" 23'-8" 24'-0" 25'-0" 24'-0" 23'-0" 24'-0" 1 2 3 4 5 6 ANCHOR BOLT PLAN NOTE: ALL BASE PLATES @ 100.0' (U.N.) ISSUE DATE DESCRIPTION BY CK'D DSN = =T * '� ASSUMED FINISH FLOOR @ 100.0' (U.N.) 0 ��^E 2/ 6/19 FOR ERECTOR INSTALLATION DDR MMH DCK H N% f`J' 2612 CRIBBLE STREET NORTH LITTLE ROCK, AR 72114 BUILDING SYSTEMS 1-600-643-5555 a�as�a,s,9 084.1 PROJECT: HALLY THACHER Aq�FE551�� CUSTOMER: 316 MAIN STREET LLC OWNER: 316 MAIN STREET LLC LOCATION SOUTHOLD, NY 11971 �� Fe bf th. m1019er me stale ar N—Yah elate N t it b a Kdatlon of thb I—forony p— er undthe db-Lk.of a a 1 Af®imd CAD DATESCALE PHASE BUILDING ID JOB NUMBER SHEET NUMB^ •�tmv of thb daaam.�t b my"ax If. b 9 of-—gin—b diced•the dicing gine ehdi elft le bm It—hl.sed and t —lotion'dlered - z/ 6/ts N.T.S. 1 a 16—B-89015 F1 b>r fi� de ay;�,•��,m;,��f•of�d dt�all�.�.d k NOTES FOR REACTIONS RIGID FRAME: BASIC COLUMN REACTIONS(k) FRAME LINES: 1 2 3 4 5 6 BUILDING REACTIONS ARE BASED ON Frame Column ----Dead----Collateral- -----Live-------Snow----Wind_Left1- -Windj?',ghtl- (A� THE FOLLOWING BUILDING DATA Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert YY COLUMN UNE WIDTH ( = 36.25 I B 0.3 29 0.1 0.4 0.9 12.5 0.9 20.2 0.2 -222 -2.5 -20.1 LENGTH(F = 120 1 A -03 29 -0.1 04 -0.9 125 -0.9 202 25 -20.1 -o.2 -22.2 EAVE HEIGHT Fn = 15.83/ 15.83 Frame Column --Wind_Left2- -Wind_Right2- --Wind_Longl- --Wind_Lnng2- -Seismic Left Seismic Right -' ROOF SLOPE rise/12) = 3.0:12/3.0:12 Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert DEAD LOAD psf) = 4.020 1 B -3.4 -21.0 1.0 -213 -3.6 -145 21 6.1 -0.4 -0.4 0.4 0.4 COLLATERAL LOAD (psf) = 1 1 A -1.0 -21.3 3.4 -21.0 3.6 -14.5 -21 6.1 -0.4 0.4 0.4 -0.4 ! ROOF LIVE LOAD(psf) = 20.00(NON-REDUCIBLE) - FRAME LIVE LOAD (sf) = 20 Frame Column -MIN_SNOW-- FIUNB_SLL- F1UNB_SL_t- ROOF SNOW LOAD ps) = 3024 Line Line Horiz Vert Horiz Vert Horiz Vert GROUND SNOW LOAD (psf) = 36.0000 1 B 23 8.0 28 11.7 2.8 5.7 WIND SPEED (MPH) 136 1 A -23 8.0 -2.8 6.7 -28 11.7 NOMINAL WIND SP (Vasd) = 105 MPH (IBC SECTION 16093.1) SERVICEABILITY WIND SPEED (MPH) = 80 Frame Column ---Dead---Collateral- ---live----Snow-----Wind_Leftt- -Wind_Rtghtl- WIND CODE = NY13C 2017 Line Line Horiz Vert Horiz Vert Hartz Vert Horiz Vert Horiz Vert Horiz Vert EXPOSURE = C 2' B 0.4 3.2 0.1 0.5 0.9 13.8 0.9 223 0.1 -24.5 -27 -222 CLOSED/OPEN = Open 2+ A -0.4 32 -0.1 O5 -09 13.8 -0.9 223 27 -222 -0.1 -24.5 IMPORTANCE-WIND = 1.00 H H IMPORTANCE -SEISMIC = 1.00 Frame Column --Wind-Left2- -Wind_2ight2- --Wind-Longl- -Wind-Long2- -Seismic-Left Seismic-Right -y� SEISMIC ZONE = B Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 2' B -3.6 -23.1 1.0 -23.6 -4.0 -16.1 2.3 6.8 -05 -0.4 0.5 D.4 V V REACTION KEY_ 2' A -1.0 -23.6 3.6 -23.1 4.0 -16.1 -23 6.8 -05 0.4 0.5 -0.4 WIND Left/Right 1 = (with+GCpi Internal Pressure) Frame Column -MIN-SNOW- F2UNB_SL_L- F2UNB_SLR- WIND Left/Right 2= (with-GCpi Internal Pressure) Line Line Horiz Vert Horiz Vert Hartz Vert RIGID FRAME: ANCHOR BOLTS & BASE PLATES Wind_Long 1 =Wind Load Case B at Left EW 2' B 25 8.9 3.1 129 3.1 7.4 Windjongg 2 =Wind Load Case B at Right EW 2" A -2-5 89 -3.1 7.4 -3.1 129 Frm Col Anc._Boit Base-Plate th Grout MIN-SNOW=Minimum Snow (Pm) r code Line Line Q Dia Width Len ) Thick to E UN8_SL-L= Endwoll Unbalanced Snow Left Qty 9 ( ) E NB_SLR = Endwoll Unbalanced Snow Rght Frame Column --Dead----Collateral- ----Live---Snow--WlndJ-eft1- -Wind_Rightl- - Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Honz Vert Horiz Vert F UNB_SL L=Rigid Frame Unbalanced Snow Left s 1 B 4 0.750 6.000 16.50 0.375 0.0 F UNB_SL_R =Rigid Frame Unbalanced Snow Right 3t B 0.4 32 0.1 O5 09 13.8 0.9 223 01 -24.5 -27 -222 1 A 4 0.750 6.000 16.50 03/5 D.0 3 A -0.4 32 -0.1 0.5 -0.9 13.8 -09 223 27 -22.2 -0.1 -24.5 GENERAL NOTES Frame Column -Wind_Left2- -Wind-Right2- --Wind_1_ongl- =-Wind_L.ong2- -Seismic Left Seismic-Wight RIGID FRAME: ANCHOR BOLTS& BASE PLATES Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 1.THE REACTIONS PROVIDED ARE BASED ON THE ORDER DOCUMENTS 3' 8 -3.6 -23.1 1.0 -23.6 -4.0 -16.1 23 6.8 -0.5 -0.4 0.5 0.4 AT THE TIME OF MAILING. ANY CHANGES TO BUILDING LOADS 3• A -1.0 -23.6 3.6 -23.1 4.0 -16.1 -23 6.8 -0.5 0.4 05 -0.4 Fim Col Anc_Bolt Base-Plate,((in Grout OR DIMENSIONS MAY CHANGE THE REACTIONS. THE REACTIONS Line Line Qty Dia Width Length) Thick (in) WILL BE SUPERSEDED AND VOIDED BY ANY FUTURE MAJUNG. Frame Column -MIN_SNOW-- F3UNB_SL_L- F3UNB-SL-R- _ 2 REACTIONS ARE PROVIDED AS UN-FACTORED FOR EACH LOAD Line Line Horiz Vert Horiz Vert Horiz Vert GROUP APPLIED TO THE COLUMN. THE FOUNDATION ENGINEER 3• B 25 8.9 3.1 12.9 3.1 7.4 2• B 4 0.750 6.ODO 16.50 0.375 0.0 WILL APPLY THE APPROPRIATE LOAD FACTORS AND COMBINE THE 3* A -25 8.9 -3.1 7.4 -3.1 129 2s A 4 0.750 6.000 16.50 0.375 0.0 REACTIONS IN ACCORDANCE WITH THE BUILDING CODE AND DESIGN SPECIFICATIONS TO DETERMINE BEARING PRESSURES Frame Column --Dead---Collateral- ---Uve-----Snow--W7ind_Left1- -Wind_Rightt- AND CONCRETE DESIGN. THE FACTORS APPLIED TO LOAD GROUPS Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 2i Frame Tines: 2 5 FOR THE STEEL COLUMN DESIGN MAY BE DIFFERENT THAN THE 6 B 03 29 0.1 0.4 0.9 125 0.9 202 0.2 -221 -25 -20.1 FACTORS USED IN THE FOUNDATION DESIGN. 6 A -03 29 -0.1 0.4 -09 125 -0.9 202 25 -20.1 -02 -222 I 3.THE MANUFACTURER DOES NOT PROVIDE'MAXIMUM'LOAD RIGID FRAME: ANCHOR BOLTS& BASE PLATES COMBINATION REACTIONS.HOWEVER,THE INDIVIDUAL LOAD Frame Column -Windjeft2- -Wind-Right2- -Wind-Longl- -Wind_Long2- -Seismic-Left Seismic-Right REACTIONS PROVIDED MAY BE USED BY THE FOUNDATION ENGINEER Line Line Horiz Vert Horiz Vert Hartz Vert Horiz Vert Horiz Vert Horiz Vert TO DETERMINE THE APPLICABLE LOAD COMBINATIONS FOR HIS/HER 6 B -3.4 -21.0 1.0 -213 -3.6 -145 21 6.1 -0.4 -OA 0.4 0.4 Frrn Col Anc._BDIt Base-Plate (in) Grout DESIGN PROCEDURES AND ALLOW FOR AN ECONOMICAL FOUNDATION 6 A -1.0 -213 3.4 -21.0 3.6 -14.5 -21 6.1 -0.4 0.4 0.4 -0.4 Line Line Qty Dia Width Length Thick (tn) t DESIGN - 4.THE METAL BUILDING MANUFACTURER IS RESPONSIBLE FOR THE Frame Column -MIN-SNOW-- F4UNB_SL_L- F4UNB_SL_R- 3° B 4 0.750 6.ODO 16.50 0.375 0.0 DESIGN OF THE ANCHOR BOLT DIAMETER ONLY TO PERMIT THE Line Line Horiz Vert Horiz Vert Horiz Vert 3s A 4 0.750 6.ODO 15.50 0.375 0.0 TRANSFER OF FORCES BETWEEN THE BASE PLATE AND THE 6 B 23 8.0 2.8 11.7 28 6.7 ANCHOR BOLT IN SHEAR, BEARING AND TENSION, BUT IS NOT 6 A -2.3 8.0 -2.8 6.7 -28 11.7 RESPONSIBLE FOR THE ANCHOR BOLT EMBEDMENT FOR TRANSFER 3* Frame tines: 3 4 OF FORCES TO THE FOUNDATION.THE METAL BUILDING 2• Frame 6nex 2 5 MANUFACTURER DOES NOT DESIGN AND IS NOT RESPONSIBLE FOR 3• Frame Tines: 3 4 THE EMBEDMEDIENT&THERIAL ENDAUSECONSTRUCTION OF THE CUSTOMER SHOULD ASSURE HIMSELF BUILDING BRACING REACTIONS TION RIGID FRAME: aNcyoR BOLTS& BASE PLATES THAT ADEQUATE PROVISIONS ARE MADE IN THE FOUNDATION DESIGN FOR LOADS IMPOSED BY COLUMN REACTIONS OF THE - - - -------- ---- - -- - - - - Reactions t( plane of wall- -Frm- Col-- -Anc-Bolt- --- Base-Plate (in) Grout- BUILDING, - OTHER IMPOSED LOADS,AND BEARING CAPACITY OF t ReactionsLk S Panel-Shear Line Line Qty Dia Width Lengtthh Thick in THE SOIL AND OTHER CONDITIONS OF THE BUILDING SITE -Wall - Col -Wind -- eismic - (Ib/ft) - TI IS RECOMMENDED THAT THE ANCHORAGE AND FOUNDATION OF Loc Line Line Harz Vert Harz Vert Wind Seis Note 5 B 4 0.750 5.000 1650 0.375 0.0 THE BUILDING BE DESIGNED BY A REGISTERED PROFESSIONAL 6 A 4 0.750 6.000 16.50 0.375 0.0 ENGINEER EXPERIENCED IN THE DESIGN OF SUCH STRUCTURES LEW 1 h (SECTION A3 MBMA 2006 METAL BUILDING SYSTEMS MANUAL) 5. F-SWBOTTOM OF ALL BASE PLATE ARE AT THE SAME ELEVATION. W 6 3,4 h ANCHOR BOLT SUMMARY (UNLESS NOTED) B_SW B 3,4 a 6.ANCHOR RODS ARE ASTM F1554 GRADE 36 MATERIAL UNLESS 11 NOTED OTHERWISE (a)Wind bent in bay Qty Locate Dia0 n) Type (Pron) h Rtgid frame at endwoll O 48 Frame 3/4' F1554 2.50 WIND BENT REACTIONS O 16 WindCol 3/4 F1554 2.50 ' ± Reactions -Wall - Col Wind(k) Seismic(k) Bolt(in) Base-Plate(in) Loc Line LineHarz Vert Harz Vert Qty Dia Width Length Thick _ F_SW--- A- --3-- - -3.5-- -- 4.6 1:8 --21 -4- 0350- 6.000- -15.500 -- -- -- - --- -- -- -- ----- --- --- ---- -- -- -- -- - -- - - - F_SW A 4 3.5 4.6 1.6 21 4 0.750 6.000 15.500 0.375 H H B SW B 4 35 4.6 1.6 21 4 0.750 6.000 15.500 0 375 _ B_SW B 3 35 4.6 16 21 4 0.750 6.000 15.5DO 0.375 iv V ISSUE DATE DESCRIPTION BY DSK =T IUTA 0 2/ 6/19 FOR ERECTOR INSTALLATION DDR MMH MMH DCK }-� H; (v' - 2612 cRteBLE STREET * � NORTH LITTLE ROCK, AR 72114 _ BUILDING SYSTEMS 1-800-643-5555 t"� �>�� `p 0 $702 PROJECT.' RALLY THACHFR pAafiE8510A CUSTOMER: 316 MAIN STREET LLC OWNER: 316 MAIN STREET LLC LOCATION: SOUTHOLD, NY 11971 s.hmw e.2 m Fi=br th.rd=0k19.r Th.Stk.m n..Yak.t.td th e n ..rd.ekn d the br fef my PQ••• unarm th.dI,c yr.B-..d P-fe.d..d CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBfi tmt.m thk d.,o..mt ti-y..r,.If g .r m mgl e h dtered,the dtertng gin Mdl.rf.t.Ih.1*-111,..d and N.n.t.11m'dter.d 2/ 6/19 N.T.S. 1 A 16-B-89015 F2 - n d t.n.r u.dta.tte,� Dia= ' 3/4* 6. — T — N O , O a- 4` OIO 3• - 2•W�2• 8 1/4' SW 4 DEFAIL A Dia= 3/4" 6. — T — N 010 4' -1 OIO _ j _ 3" 2' 2• 8 1/4° SW See Plan DETAIL B Do= 3/4° — T - 6'142' V-3 1/2' O o I __ I0 0I 1 _ 11 1/4" SW 4 DETAIL C - - - - - --- - - ISSUE DATE DESCRIPTION BY DSK IMRITA 0 2 6/19 FOR ERECTOR INSTALLATION ATION DDR MMH DCK fvT 2612 CRIBBLE STREET NORTH LITTLE ROCK, AR 72114 BUII.AING SYSTEMS 1-800-643-5555 e�,eu�assA cP 084702 PROJECT: HALLY THACHER ARp tss1� �y CUSTOMER: 316 MAIN STREET LLC OWNER: 316 MAIN STREET LLC Feb 2019 LOCATION: SOUTHOLD, NY 11971 N b i.-F 2 oftot- t n b2'mi�w Ed n e:io a f Th.te°of oodQ nm dr.�nm of.U..-..d Rofeadond CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMB*-^ •19 ��a thi.d.a -t h mgr..n a m, b g of m mgtn—I.dt-.4 tho dtmSog gb. A M otfi:to th.Ih-hi...d and th.—t.U—'dt—d 2 s/19 N.T.S. 1 A 16—B-89015 F3 b Hifi ,°° 'tom dd..t�d dtm�t m d i' Zee Lop CONNECTION PLATESEXTENSION CANOPY BOLTS MEMBER TABLE Triangle Punch ROOF PLAN RODF PLAN ROOF PLAN **= SAME FLANGE ** (Typical) Points In Direction Large Flange A 1 4"t DID MARK PART MARK QUAN TYPE DIA LENGTH MARK PART LENGTH Of Large Flange The large leg of the Zee must be alternated from top 1 PC43 EB-1 6 A325 3/4- 2 1 4 EB-1 BEAM 10'-3 5 16 EB-2 8 A325 3/4" 2 1/2' EB-2 BEAM 10'-3 5/16' _ to bottom in order to nest the member correctly. A a —— — — — — A J v �I t I triangle has been added to the end of the Zee near EB-3 8 A325 5/8 2 1 4" EB-3 BEAM 10'-3 5/16" L_ i the connection holes, that will point to the large leg P-1 10X35Z13 36'-5 1/2' riangle Punch of the member. P-2 1OX35Z14 28'-11 1/2" oints In Direction ** Lar a Flan a Section A P-3 1OX35Z14 26'-11 1/2' 9 9 5tr��= P-4 10X35Z14 26'-11 1 2' Of Large Flange q4Frame - Frame PC43 P-5 IOX35Z13 36'-5 1�' P-6 10X35Z14 28'-11 1/2" $1B 1'-14 x 11'DP3 P-7 1OX35Z14 26'-11 1 2' P-8 1OX35Z13 35'-5 1 2" 10'-0" 1 120'-D"OUT-TO-OUT OF STEEL 6 10'-0" P-9 1OX35Z14 27'-11 1/2" P-10 10X35Z14 25-11 112" 2 3 4 5 P-11 10X35Z13 35-5 1/2' 3'-4"3'-4"3'-4' 24'-0" 25'-0" 24'-0" 23'-0" 24'-0" 3'-41"S-4"3'-4 P-12 81`25C16 3'-0" P-13 BF25C16 3'-0' I4" P-14 BF25C16 3'-0" P-15 BF25C16 3'-0"" purrq, P-16 8F25C16 3'-0 CANOPY 1'-5 3 1'-5 3 1'-5 3/+ t'-5 3 Ewe Strut P-17 BF25C16 3'-0" LAP 1'-5 3/4" 1'-5 3/4" V-5 3/47 V-5 3/4' Purlin At Ewe P-18 8F25C16 3'-0" P-19 8F25C16 3'-0" EB-1 EB-2 EB-2 EB-3 EB-3 EB-1 E-1 10ES3L12 33'-11 1/20 C14 I E-12 I E-9 I E-10 I E-11 I E-8 I N E-2 1OES3L12 24'-11 1/2 E-3 lOES3L12 23'-11 1/2� c I I P-11 T P-3 T P-8 T I I o P-12 I E-4 10ES3L13 22'-11 1/2 �, P-9 T P-10 T C, E-5 10ES3L13 33'-11 1/2" 11 o I I I I P-13 I E-6 10ES31-13 33'-11 1/2- E-7 10ES31_12 33'-11 1/2� Cg 3 �B 3 I I P-14 I E-8 10ES2L14 33'-11 1/2" E-9 10ES2L12 24-11 1/2" C) � � RF1-1 E-7 RF2-1 03 E-2 RF3-1 E-3 RF3-1 E-4 RF2-1 E-5 RF4-1 t❑ t❑ E-10 10ES2L12 23'-11 1/2. B B E-11 10ES2L13 22'-11 1/2_ P-15I E-12 10ES2L14 33'-11 1/2 P-1 T P-2(TVD) P-3 T P-4 T P-5 T CB-1 1/2' DIA. ROD 30'-4" cV N i _ i CB-2 1/2" DIA ROD 28'-8" ``' o I I I RF1-2 G2 RF2-2 RF3-2 RF3-2 RF2-2 RF4-2I I I o P-161 CB-3 1 4" CABLE 27'-3" � ¢ N I I -� � I__I I P-,61 P-17 C> I I I I P-18I PURLIN I IP-19ED to 1 P-5 TYP P-6TYPYp P-7 7YP P-3 T P-1 Typ M P-18 (2)1/2'x1 1�- I I _ I CV M I I I I P-17 I (2)1/2X1 1/4 RFI-2 RF2-2 RF3-2 RF3-2 RF2-2 RF4-2 I I P-161 SC251 SC25 c-BL=BETWEEN PURUN CD i ce�� cB\, �0'� cB\l I I I P-16 I - - - - - - - C:) - - PURUN Of P-15 A o N Q 1 RF1-1 E-1 RF2-1 E-2 RF3-1 E-3 RF3-1 E-4 RF2-1 E-5 RR- I A I (2)t/zX11/4' ❑ ❑ ❑ N P-14 1 C � I I I I o I (2)FN5125 P-8 Typ P-10 TP I I P-13 P-9 Typ P-12 I PURLIN C-BLOCK BETWEEN EAVE STRUT TO 1ST PURUN I E-8 I E-9 I E-10 I E-11 I E-12 I PURUN EB-1 EB-2 EB-2 EB-3 EB-3 EB-1 PURUN 2'-5 3/4", 1'-5 314-_ 1'-5 3Z�_ 2'-5 3 4" PURLIN BLOCKS (2)1/2X1 1/4" (2)1/2X1 1/4" LAP 2'-5 3/4- 1'-5 3/4' 1'-5 3/4" 2'-5 3/4' CANOPY V-5 3 V-5 3 1'-5 3 1'-5 3� LAP1'-5 3/4' 1'-5 3/4' 1'-5 3/4" 1'-5 3/4" PURUN C-BLOCK B PU� N ROOF FRAMING PLAN PURLIN BLO � I ISSUE DATE DESCRIPTION BY DSK = =T * �C A 2/ 6/19 FOR CONSTRUCTION PERMIT DDR MMH MH DCK H N%MTA A(V? 2612 CRIBBLE STREET Y' NORTH = ROCK, AR 72114 GENERAL NOTES: BUILDING SYSTEMS 1-800-643-5555 1. INSTALL ALL PURUN AND FLANGE BRACES (FB) AS SHOWN. z' 2. ROOF PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING. 084702 3. STRUT PURLINS, IF PROVIDED, MUST BE INSTALLED AND FASTENED PROJECT: RALLY THACHER TO ROOF SHEETING PER "PBR" PANEL ROOF DETAIL 4. DO NOT ADD ANY ADDITIONAL ROOF OPENINGS WITHOUT BUILDING CUSTOMER: 316 MAIN STREET LLC OWNER: 316 MAIN STREET LLC MANUFACTURER APPROVAL OR PROFESSIONAL ENGINEER APPROVAL LOCATION SOUTHOLD, NY 11971 7209 Feb , 2019 5. DO NOT STACK SHEET BUNDLES ON ROOF. ONLY RAISE INDIVIDUAL N�� t e n a El I.fm -y p L°` SHEETS AS NEEDED. CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBF�� °}thb dm ms l m m,.%If 6. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL q °i mqn�a mt�u"m:amq qme ehdl°Ins to the item hb eed mW The n°t°tivn"dtere0 SHAVINGS CAUSED BY DRILLING. 2/ 6/19 NT.S. 1 A 16-B-89015 E1 ec`a Ar> �i e°te er�a mb°teti�a 4' PBR ROOF SHEETING NOTE: PBR ROOF PANELS ARE TO BE FIELD CUT IF THE PANELS EXTEND OUTSIDE OF THE ROOF PLANE, PANELS ARE NOT TO BE BACK LAPPED. 10'-0" 1 120'-0'OUT-TO-OUT- OF STEEL 6 10'-0" --'` 2 3 4 5 24'-0" 25'-0" 24'-0" 23'-0" 24'-0" NOTE CUSTOMER TAKES ALL LIABILITY FOR ANY WATER TIGHT ISSUES THAT MAY OCCUR WHEN ROOF PITCH TRANSITIONS GPR03005/DET2 FROM 3:12 TO 2:12. F2955-C F2914-C I � N K - �j d I x N N cD � I O 00 LNC O Li N I � of J ^o o^ N N 1'�i Lei co O 0 \ _ N N N N 1:3 N � N V) �I �' I TRIM_106/DET2 '- BOTH ENDWALLS F52-D - - - - - - - N M N TIM-80/DET, I o Li— N \ d Cp I Lcli \ I c W co N N I <r O °OL L i L Panel Start I cli O I Lei N X - c I'D O) t\ co N l.i OI � ro ~ F2914-C F2955-C iGPRO3005/DEr2 _TRIM_203/DEf2 @4 CORNERS ROOF SHEETING PLAN t PANELS: 26 Gauge PBR - Coal Black �� ISSUE DATE DESCRIPTION BY CK'D DSN HERITAGE A 2/ 6/19 FOR CONSTRUCTION PERMIT DDR MMH DCK 2612 DRIBBLE STREET t^ GENERAL NOTES: BUILDINGSYSTEMS NORTH ROCK, 72114 _ 1. INSTALL ALL PURLIN AND FLANGE BRACES (FB) AS SHOWN. 1-800Boo-643-ss5s y 2. ROOF PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING. 470 3. STRUT PURLINS, IF PROVIDED, MUST BE INSTALLED AND FASTENED PROJECT: RALLY THACHER TO ROOF SHEETING PER "PBR' PANEL ROOF DETAIL 4. DO NOT ADD ANY ADDITIONAL ROOF OPENINGS WITHOUT BUILDING CUSTOMER: 316 MAIN STREET LLC OWNER: 316 MAIN STREET LLC MANUFACTURER APPROVAL OR PROFESSIONAL ENGINEER APPROVAL Feb 2019 5. DO NOT STACK SHEET BUNDLES ON ROOF. ONLY RAISE INDIVIDUAL rort DUAL LOCATION: SOUTHOLD, NY 11971 z"' it'e. '"'"�d°m"°°r"°""°5`�°"r N— ,dorm °wd," or . b...d�f v� una°r tn.en.�nm m o rt�°.d e."rmiood SHEETS AS NEEDED. CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBS •139E r"''""r'nro eo""t' -Y—)L If 6 AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL v °i on mw"—b dta°d.N°dlr nq SHAVINGS CAUSED BY DRILLING. 2/ 6/19 N.TS. 1 A 16-B-89015 E2 "v mon'"e `°t»ttm ne.°d ona m..o<won dte.e er m �nt..yoom,.ene en.dot.°+.,d,dtdce°n°oa e n°o or tn.dteoe�. i` BOLT TABLE FRAME UNE A LOCATION OUAN TYPE DIA LENGTH WF-1 - WF-2 8 A325 3 4 WF-1 - RF3-1 8 A325 35//48: 5 4 8" 11 1 4o MEMBER TABLE FRAME LINEA MARK PART LENGTH WF-1 W15643 14'-ll WF-2 W15643 20'-3 3/4" E-1 10ES31-12 33'-11 1/2" E-2 10ES3L12 24'-11 1/2" 1 g E-3 1OES3L12 23'-11 1/2n 10'-0" 120'-0"OUT-TO-OUT OF STEEL 10'-0" E-4 10ES31-13 22'-11 1/2" 2 3 4 5 E-5 t0ES31-13 33'-11 1/2" 24'-0" 25-0" 24'-0" 23'-0" 24'-0" CONNECTION PLATES 4" 4" FRAME LINE A ro E-1 J2 E-2 E-3 E-4 E-5 SID MARK PART 1 SC-48D L - - - - - - - - - - - - - - - - -- - D WF-2 - -Canopy - - - - - - - - - - - I-- -J -- - - ---- - - - - - -- - - -- I I IH - -- - -HI - -- - - - - - I - - - - - - - - I RF1-1 RF2-1 RF3-1 20'-4" RF3-1 RF2-1 RF4-1 cLrAR SIDEWALL FRAMING: FRAME LINE A i 1 I I I I I I i - - - ---- -- ----- -- - -- - --- - - -- -- - - - - - - - -- - - - -I- - -J I jOPEN FOR WIND L — — — — — — — — — — — — — — — — —— — — — — — —— — — — — — — — — — — — — — — — — — — — — - SIDEWALL : FRAME LINE A ()f N BA ISSUE DATE DESCRIPTION BYCK'D MH DSK =MMTA ^ C A 2/ 6/19 FOR CONSTRUCTION PERMIT DDR MMH DCK H Ni (V71�,,` 2612 cRieeLE sraEEr BUILDING SYSTEMS NORTH ROCK643-5 5 72114 B�as�e,v,9 cP 08470 GEN 1. INSTALL A NOTES:LL D FLANGE BRACES (FB) AS SHOWN. PROJECT: HALLY THACHER AAOirts 5% 2. WALL PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING. CUSTOMER: 316 MAIN STREET LLC OWNER 316 MAIN STREET LLC 3. OTHER THAN FOR WALK DOORS AND WINDOWS SHOWN ON THE Feb 019 LOCATION: SOUTHOLD, NY 11971 s b,16 on 2 of 72os of le.t�Wel..1—.1 n,.Moto.f CONTRACT, DO NOT ADD ADDITIONAL WALL OPENINGS WITHOUT f+s vax.tote t n 1.°Ndd1o"m tet. -W Wr v>..° APPROVAL OF BUILDING MANUFACTURER OR PROFESSIONAL ENGINEER. CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMB ° • . °ef tm„d`-1-0-�—'--1 If'^ 4. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL 9 °'l myh% b and M en.dt'"a mgb,. ehvA.ffv to}fie Itvn i .ed t tl,.lotion'dt.r.d SHAVINGS CAUSED BY DRILLING. 2/ 6/19 N.T.S. 1 A 16-B-89015 E3er mi oe n..q".o.."e tn. ,of,of wd,dt��and .ofi tbn of N.dl>oliv� BOLT TABLE FRAME LINE B LOCATION DUAN TYPE DIA LENGTH WF-1 - WF-2 8 A325 3/4- 1 3/4' WF-1 - RF3-1 8 A325 5/8' 1 1/2' MEMBER TABLE - FRAME UNE B MARK PART LENGTH WF-1 W15643 14-11 WF-2 W15643 20'-3 3/4'" E-2 10ESX12 24'-11 1/2" E-3 10ES3L12 23'-11 1/2 6 1 E-4 10ESX13 22'-11 1/2" 10'-0" 120'-0"OUT-TO-OUT OF STEEL 10'-0" E-6 10ES3L13 33'-11 1/2' 5 4 3 2 E-7 1OES31_12 33'-11 1/2' 24'-0" 23'-0" 24'-0" 25'-0" 24'-0" CONNECTION PLATES 4" 4" FRAME LINE B PART E-6 J2 E-4 E-3 E-2 E-7 C7ID MARK 1 SC-480 �- - - - - - - COLOPY 1 1 - - - - -- -- —J - - - - - - - - - - - - - - WF-2 - i ,o N _ - - - -- - - - _ - -- - - - - - IH - - - - - - - HI - - - - - - - - _ - - - - - - -- I RF4-1 RF2-1 RF3-1 20'-4" RF3-1 RF2-1 RF1-1 CLEAR SIDEWALL FRAMING: FRAME LINE B — - - — —— - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - - ---- - --- - - - - - -- - - - - - - - - - - -- - -L - - - +-- - - - - - -- - - - - - - - - - - - - - - Cance- - - -- - -- - - - - I- - - I I OPEN FOR WIND L - -- - - - - --- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- � SIDEWALL : FRAME LINE B ()f N c3'4 ISSUE DATE DESCRIPTION BY MCK'DMH DSK ��^T A 2/ 6/19 FOR CONSTRUCTION PERMIT DDR MMH DCK fL)!,1�'"�� 2612 GRIBBLE STREET BUILDING SYSTEMS NORTH ROCK, 5 72114 1-800-800—643-5555 �(. v j 08470 c 1. INSTALL NST GENERALNOTES: RES AND FLANGE BRACES (FB) AS SHOWN. PROJECT: HALLY THACHER A'�0�. 51Q��`�. 2" WALL PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING. CUSTOMER: 316 MAIN STREET LLC OWNER: 316 MAIN STREET ULC 3. OTHER THAN FOR WALK DOORS AND WINDOWS SHOWN ON THE Feb 019 CONTRACT, DO NOT ADD ADDITIONAL WALL OPENINGS WITHOUT LOCATION: SOUTHOLD, NY 11971 N b ��.1 0 u 7209� Ee �0llb.SW.or APPROVAL OF BUILDING MANUFACTURER OR PROFESSIONAL ENGINEER. CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEEP NUMB^^ •M39 s®ea ua e�ew or a nm�a Y. Y.ff ts.m l me ddt-4 ti Mt .or•rc 4. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL a of.eve t mese u.e w� 2 6 19 �bl d m"nb Wim„m',n m dte o w1h dt�tl D w SHAVINGS CAUSED BY DRILLING. / / N.T.S.N.TS. 1 A 16-B-89015 E4 ,�„ a A'ua orae a " MEMBER TABLE FRAME UNE 1 10'-0" 36'-3" OUT—TO—OUT OF STEEL10'-0" MARK PART LENGTH B EB-1 BEAM 10'-3 5/16- 12 16Q to 12 i Q2" 12 � �� 12 EB-1 II I I 11 it I I l II II it I I II II II I - I II II I I II II I I II -- - - - -- - - - - - - - -- - - - - - - ENDWALL FRAMING: FRAME LINE 1 12 3" F160—D 3- 12 D 64 �� X64 F2914 F2914_X F42,_ OPEN FOR WIND L - - - - - - - - - - - ENDWALL TRIM: FRAME LINE 1 Q ISSUE DATE DESCRIPTION BY MCK'DMH DSK T=T MTA^E A 2/ 6/19 FOR CONSTRUCTION PERMIT DDR MMH DCK H N; (V? 2612 CRIBBLE STREET � BUILDING SYSTEMS NORTH LITTLE ROCK, 72714 1-800-643-5555 5 GENERAL NOTES: 0aA7°z 1. INSTALL ALL GIRTS AND FLANGE BRACES (FB) AS SHOWN. PROJECT: HALLY THACHER ARQFg$�0��~ 2. WALL PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING. CUSTOMER: 316 MAIN STREET LLCOWNER 316 MAIN STREET LLC 3. OTHER THAN FOR WALK DOORS AND WINDOWS SHOWN ON THE Feb 019 CONTRACT, DO NOT ADD ADDITIONAL WALL OPENINGS WITHOUT LOCATION: SOUTHOLD, NY 11971 S bdM ion x of nos of th. oo�L— f nye sot"of APPROVAL OF BUILDING MANUFACTURER OR PROFESSIONAL ENGINEER. Ne.. ..ems �n f.. +smt7 m w.t..+_mr P-- APPROVAL AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL "�*>»dke.nm m.kneed norma a CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMB tmt.or W.eaoa.mt�,mr-=r t+•• SHAVINGS CAUSED BY DRILLING. m s .f m marl.-a dte ee the aat.n.s z/ s/1s N.T.S. 1 A 16—B-89015 E5 r �r�'", hb'.d N.h Wtwa-m`o.d D b hre d and ih.dote m mA dtavtioeL and edfl d trm.f Me dtwtim MEMBER TABLE FRAME LINE 6 10'-0" 36'-3" OUT—TO—OUT OF STEEL 10'-0" MARK PART LENGTH A EB-1 BEAM 10'-3 5/16' B _ 12 ,n 12 12 � � � � �� ` � � �� 12 I-1 I II I I II II I I II II I I II II I I II II I I II , II I I II II I I II CD II I I II -- - - - -- - - - - - - - - - - - - ENDWALL FRAMING: FRAME LINE 6 I Q Y 12 Fl 60—D 3" 2 1 O F764 X F F42�-1 E29 `9` F427 C O 0 , I I I . OPEN FOR WIND I I . I I L - - - - - - -- - - - - - - - - - - - - - - - - $ ENDWALL TRIM: FRAME LINE 6 , Ar ISSUE DATE DESCRIPTION BY DSK IMM TAGS A 2/ 6/19 FOR CONSTRUCTION PERMIT DDR MMH MH DCK 2612 CRIBBLE STREET BLMDING SYSTEMS NORTH LTTTLE ROCK, 772114 1-8D0-643-5555 5 GENERAL NOTES: 1. INSTALL ALL GIRTS AND FLANGE BRACES (FB) AS SHOWN. PROJECT: HALLY THACHER 2. WALL PANEL PROVIDES STRUCTURAL STABILITY TO THE BUILDING. CUSTOMER: 316 MAIN STREET LLC OWNER: 316 MAIN STREET LLC 3. OTHER THAN FOR WALK DOORS AND WINDOWS SHOWN ON THE CONTRACT, DO NOT ADD ADDITIONAL WALL OPENINGS WITHOUT LOCATION: SOUTHOLD, NY 11971 ahmwtm z or Al..72D9 th®Er.—U-019"t 1b st"t.or APPROVAL OF BUILDING MANUFACTURER OR PROFESSIONAL ENGINEER. eeI York tote+ t- t.h Hmom,or >e f>m y�.a, ea,eh.a.'utw,a e rI�r.o+e m CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMB tests et tM,�*at►n=r-T„ e 'm -W..a me—a the.U—" 4. AFTER INSTALLATION, WIPE ALL PANELS CLEAN OF METAL nr,W..,m ma,ne.wtwee•mte,ea 2/ 6/19 N T.S. 1 A 16—B-89015 E6 by tm q,h6 m ete,.—a N.A W of-m mtw W4-d SHAVINGS CAUSED B DRILLING. a t,ee o+tn.mt."mn SPLICE PLATE & BOLT TABLE MEMBER TABLE Web De Y Mark th Web Plate Outside Flange Inside Flange Mark Top Bot Int Type Dia Length Width Thick Length Stort End Thick Length W x Thk x Len th W x Thk x Length SP-1 4 4 0 A325 3 4" 2' 6" 1/2' V-11 1/4" RF1-1 16.0/16.0 0.156 60.0 6 x 1/4- x 180.9 6 x 1/4- x 165.2 / , 16.0/16.0 0.185 124.9 6 x 1/4� x 24.5 SP-2 4 4 0 A325 3/4p 1 3/4e 6" 3/8" 1—11 1/4' RF1-2 16.0/16.0 0.185 81.5 5 x 1/4 x 197.5 5 x 1/4' x 197.5 SP-3 2 2 2 A325 7/8 2 1/4 6" 5/8' 1—4 16.0/16.0 0.156 120.0 —' EB-1 9.5/1 0.134 123.3 5 x 1/4'x 123.3 5 x 1/4" x 123.3 STIFFENER TABLE • F52-0 Stiff Plate Size Mark Mark Width Thick Length RF1-1 St– 1 2 1/2 1/4' 15 15/16 RF1-1 St– 2 2 1/2 1/4' 8 � -a,1 / BASE PLATE TABLE �3e " 3'h�,, Col Plate Size 12 4 18--4 1 4" 12 Mark Width Thick LengthSton 4 1- Roof Pone/ BP-1 6" 3/8' 1'-4 1/2' a Root ponCo e) EX\en a1 Block 1$–B 3 16 1 8 2-6 5 16 1– 4"2-6 5 16"11-11 1 18-8 3 16" Extension 8 - " 1� FLANGE BRACES: BOTH SIDES(UNLESS NOTED) A 26 Gouge PBV,, 1' 8" FBxxA(1): xx=length(in) A – L2X2X14G panel Fj�tension 3 9 �6 3 pt,1� 3,3P 1 FB333q 3 ® 4,– Canopy Pone! FB6 – L2X2X1/8a 8 ConoPY 3 ® 4– 1F63 ' �� _�(1)�333q 1 f833 q�1) 3 9 16" 6tension8 Q2" 11'-0 3/4 �333A>> %yam Z _ F8313A 11-0 3/4' (� 2" 12 �J12 pBR, Coal Black 6n `1� �� F8 33.3� 2 9 26 Gouge9 16e N �� ` _ 1 6' 3 ® 6 Cau e PSR Coal Black 3 ® 3'-2 FB6-31� Uz F86-3fj) 3–2 9116" FB6-21) v' FB6-2 1) FB6-1 1) — RF1-2 RF1-2 — FB6-11) E3-1 I to to �I EB-1 I i �z o I od I _ W _ Uj l2¢U - MU V— � I I I - I - I BP-1 BP-1 8 1/4" 1'-41 2" 32'-1 1/2" 1'-4 1/2" 8 1/4" CLEARANCE +/– B A 10'-0" 10'–O" 36'-3" OUT–TO–OUT OF STEEL FRAME CROSS SECTION: FRAME LINE 1 �' v3 < ISSUE DATE DESCRIPTION BY DSK ��A GENERAL NOTES: A 2/ 6/19 FOR CONSTRUCTION PERMIT DDR MMH MH DCK (t J? 2612 CRIBBLE STREET T" 1. SNUG TIGHT — ALL BOLTED JOINTS WITH A325 TYPE 1 BOLTS ARE SPECIFIED AS NORTH LITTLE ROCK, AR 72114 SNUG—TIGHTENED JOINTS IN ACCORDANCE WITH THE SPECIFICATION FOR STRUCTURAL BUILDING SYSTEMS 1-800-643-5555 JOINTS USING ASTM A325 OR A490 BOLTS, DECEMBER 31, 2009. PRE—TENSIONING XdichffAid1M 08 7Q2 METHODS, INCLUDING TURN—OF—NUT, CALIBRATED WRENCH, TWIST—OFF—TYPE _ TENSION—CONTROL BOLTS OR DIRECT TENSION INDICATOR ARE NOT REQUIRED. PROJECT: HALLY THACHER INSTALLATION INSPECTION REQUIREMENTS FOR SNUG TIGHT BOLTS (SPECIFICATION FOR STRUCTURAL JOINTS SECTION 9.1) IS SUGGESTED. CUSTOMER: 316 MAIN STREET LLC OWNER: 316 MAIN STREET LLC LOCATION. SOUTHOLD, NY 11971 -72M 2-L- 2. ALL FIELD WELDED CONNECTIONS OF SECONDARY FRAMING SHALL BE BOLTED WITH A325 s.e Y. t m Is. or the E f thl.It tm er the stele et Ner Yoh etola M t H b o vldetlm o/Nb lar ter my pmam MACHINE BOLTS CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBS 139E d'the f tbn or a -t b, a"gym and be i torte m tnb doonnmt h,mr.er If m D g "o!m mgmeer b oltered,Ue dtctnq mgtrro ohml otfn la the Itvn hb eml and Ne notatlm'oltered 3. INSTALL ALL FLANGE BRACES ON COLUMN AND RAFTER AS SHOWN 2/ 6/19 N.T.S. 1 A 16-B-89015 E] hr rei ea nb egret"n and the dote of w, atmtkm and ea ewn of ttw aeretwn. SPLICE PLATE & BOLT TABLE MEMBER TABLE Qt Web Death Web Plate Outside Range Inside Flange Mark Mark Top Bot Int Type Dia Length Width Thick Length Start End Thick Len th W x Thk x Length W x Thk x Length SP-1 4 4 0 A325 3/4" 2 1/4: 6" 5/8" V-11 1/4" RF2-1 16.0/16.0 0.156 60.0 6 x 1/4' x 180.9 6 x 1/4' x 165.2 SP-2 4 4 0 A325 3/4" 1 3/4. 6' 3/8" 1:-11 1/4 16.0/16.0 0.185 124.9 6 x 1/4' x 24.5 SP-3 4 4 0 A325 7/8" 2 1/2 6" 3/4 1—4 RF2-2 16.0/16.0 0.185 81.3 5 x 1/4' x 197.2 5 x 1/4' x 197.2 16.0/16.0 0.156 120.0 — EB-2 9.5/15.5 0.134 123.3 6 x 1/4' x 123.3 6 x 1/4' x 123.3 1 STIFFENER TABLE EB-3 9.5 15.5 0.134 123.3 6 x 1 4' x 123.3 6 x 4' x 123.3 Stiff Plate Size Mark Mark Width Thick Length F52—D RF2-1 St— 1 2 1/2 1/4 15 15/16 RF2-1 St— 2 2 1/2 1/4' 8 BASE PLATE TABLE 12 - Col Plate Sze Mark Width Thick Length 18_4 1 4 18'-4 1 3" 12 BP-1 6' 3/8' 1'-41 2" enslon 4" Roof Roof Ponet� 81ock g 3 16 6 5 16�'-4 1'-4"2,6 5 188 of Ponel �tenslo FLANGE BRACES: BOTH SIDES(UNLESS NOTED) �� I? ,Boo` 18 �> > a 2~ 16"1 11 3 16. n 8" FBxxA(1): xx=length(in) 26 Gouge A — L2W14G FB6 — L2X2X1/8" Panet Extension g �g p`1> 3P FB333 3 ® C0n0PY P°nel A"Con°PY 3 ® 4! 333P3Q Fg33� �A(1)FB3� 833 () 4'�3 g 16 Extension 2" 12 A 1 q 1 8" 12 1`r 11'—0 3/4 FB3,3 R Bool Black 6 �333A�>> 26 Gauge PB , FB333 6. 26 Gouge p8R C 2 g 16" Q N 2 3 91116" °p! Block 3 3'— l X6_3 1 u2 N _ FB6-3(1) 31-2 FB6 -2 Q FB6-2 1 FBS-1 1 _ �, — — RF2-2FB6_1(1� 0 EB-3, EB-2 CL �'I N v' EB-2, EB-3 I I I �w i I + O F O N �� J �w I I to C:' "Z i CDi - U `} U I I I I I I BP-1 BP-1 I 8 1/ " 1'-4 1/2- 32'-1 1/2" 1'-4 1/2-1 8 1/4" CLEARANCE + — B A , 10'-0" 10'-0" 36'-3" OUT—TO—OUT OF STEEL FRAME CROSS SECTION: FRAME LINE 2 5 ' ' SA ISSUE DATE DESCRIPTION BY DSK GENERAL NOTES: A 2/ 6/19 FOR CONSTRUCTION �� N PERMIT DDR MMH MH DCK (`j, 2612 CRIBBLE STREET =" 1. SNUG TIGHT — ALL BOLTED JOINTS WITH A325 TYPE 1 BOLTS ARE SPECIFIED AS NORTH LITTLE ROCK, AR 72114 fi a SNUG—TIGHTENED JOINTS IN ACCORDANCE WITH THE SPECIFICATION FOR STRUCTURAL BUILDING SYSTEMS 1-800-643-5555 JOINTS USING ASTM A325 OR A490 METHODS, INCLUDING BO G TUURN—OF—NUT, WRENCHDECEMBER , PRE—TENSIONING a rm �cf' a8470Z CO' TENSION—CONTROL BOLTS OR DIRECT TENSION INDICATOR ARE NOT REQUIRED. PROJECT- HALLY THACHER INSTALLATION INSPECTION REQUIREMENTS FOR SNUG TIGHT BOLTS (SPECIFICATION FOR p�ES5 STRUCTURAL JOINTS SECTION 9.1) IS SUGGESTED. CUSTOMER: 316 MAIN STREET LLC OWNER: 316 MAIN STREET LLC Feb 2019 .T m LOCATION: SOUTHOLD, NY 11971 s.newbn z m rzns . tb �.a n.smt.a 'Ea.� 2. ALL FIELD WELDED CONNECTIONS OF SECONDARY FRAMING SHALL BE BOLTED WITH A325 N—Y-k.t.- e n 1... .U-.T tub b.T.r—y under tn.dk. .T.r—.w Pr.f®imm MACHINE BOLTS CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMB�ne Mt—d .1 thb d..,m.,t ti—y W.n q .T--9T.—b dt—d•th.dtab, 3 INSTALL ALL FLANGE BRACES ON COLUMN AND RAFTER AS SHOWN 2/ 6/19 N.T.S. 1 A 16—B-89015 E8 m.a t.u.n..hi...d m d tn...mtw dte.d i ny Tfl d`d lbn tM dlv-dnvT T. dvt..T-.h dt—U.,•and r SPLICE PLATE & BOLT TABLE MEMBER TABLE Q Web Depth Web Plate Outside Flonge Inside Flange Mark Top Bot Int Type Dia Length Width Thick Length Mark Start End Thick Length W x Thk x Len th W x Thk x Length SP-1 4 4 0 A325 3/4n 2 1/4" 6" 5/8" 1'-11 1/4" RF3-1 16.0/16.0 0.156 60.0 6 x 1/4" x 180.9 6 x 1/4" x 165.2 SP-2 4 4 0 A325 3/4" 1 3/4" 6" 3/8: 1/4" x 24.5 SP-3 4 4 0 A325 7/8 2 1/2" 6" 3/4 1—4" RF3-2 16.0/16.0 0.185 81.3 5 x 1/4" x 197.2 5 x 1/4" x 197.2 16.0/16.0 0.156 120.0 EB-2 9.5/15.5 0.134 123.3 6 x 1/4" x 123.3 6 x 1/4" x 123.3 STIFFENER TABLE EB-3 9-5//15.5 0.134 123.3 6 x 1/4" x 123.3 6 x 1/4' x 123.3 Stiff Plate Size Mark Mark Width Thick Length F52—D RF3-1 St— 1 2 1/2 1/4" 15 15/16 RF3-1 St— 2 2 1/2 1/4" 8 BASE PLATE TABLE -4 12 Col Plate Size „ Mark Width Thick Length 41 4 18'_ BP-1 6" 3/8" 1'-4 1/2" slon 18 ¢ 1 ¢" Roof Roof Panel erten C0a`81ock 1$_g 3 Al 1 1 8 2_6 5 16 1'_4" l,¢'2`6 5 16,1.-11 18'_8 3 16' of POnel Fxtension 8" OFLANGE BRACES: BOTH SIDES(UNLESS NOTED) -4- pBR, A� 1 1 FBxxA(1): xx=length(in) 26 Gon9e A — L2X2X14G FB6 — UUX1/8" " tvanopY panel 4--3 9 �6 33 ,�X33 3P 1 �3 3 ® Conopy. PO 3 3 3P Q ' ^� A()FB33 jA B33 A(1) \ ¢',3 9 16" Pone/ Extension 12 a-11`� 11'-0 3�4 �3g3P1� o S �� FS 33,3, 11'-0 Black 1) 3/¢" 3" 2" 2g Gauge pBR, COaI —2 9 1ti 6" FB3�<1) _ ' N ` _ ` FB333q 1 6" 26 Gouge pBR. Coal Black la 12 3@ 3 _3 1 U2 0. FB6-3�1) 3 3—2 91116" k FB —1 1 FB6-2 1 6� '' ' RF '2 N RF3_2 U3 `FB�(l) FB6-1 �� — 3 (1) EB-3. EB-2 I I M �I I E8-2. EB-3 1 W _ CID + to I Co c_:, m� Co W j I in I I I I I , If LJ BP-1 777. BP-1 8 1/4 1'-41 2" 32'-1 1/2" 1'-4 1/2" 8 1/4" B CLEARANCE +/– A 10'-0" - 10'-0" 36'-3" OUT–TO–OUT OF STEEL ()f N FRAME CROSS SECTION: FRAME LINE 3 4 ISSUE DATE PERPNON CDSK 1, ■ %lJT G GENERAL NOTES: A 2/ 6/79 FOR CONSTRUCTIONN PFRMff DDR MMH MH DCK 2612 CRIBBLE STREET * � 1. SNUG TIGHT —ALL BOLTED JOINTS WITH A325 TYPE 1 BOLTS ARE SPECIFIED AS NORTH UnTLE ROCK, AR 72114 _ SNUG—TIGHTENED JOINTS IN ACCORDANCE WITH THE SPECIFICATION FOR STRUCTURAL BUILDING SYSTEMS 1-800-643-5555 JOINTS USING ASTM A325 OR A490 BOLTS, DECEMBER 31, 2009. PRE—TENSIONING METHODS, INCLUDING TURN—OF—NUT, CALIBRATED WRENCH,TWIST—OFF—TYPE TENSION—CONTROL BOLTS OR DIRECT TENSION INDICATOR ARE NOT REQUIRED. PROJECT: HALLY THACHER A'gOfiESSg>jQl��' INSTALLATION INSPECTION REQUIREMENTS FOR SNUG TIGHT BOLTS (SPECIFICATION FOR STRUCTURAL JOINTS SECTION 9.1) IS SUGGESTED. CUSTOMER: 316 MAIN STREET LLC OWNER- 316 MN STREET ITC LOCATION. SOUTHOLD, NY 11971 2 d Fe bt tn. 'gym 019.1 2. ALL FIELD WELDED CONNECTIONS OF SECONDARY FRAMING SHALL BE BOLTED WITH A325 N."Y�. to t x w.,w_.r the�r",_y P_ ted. th.m,. -"r.fl ..d P-f—s,d MACHINE BOLTS CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMB! • is U.r thh 6--t h..,y".y.It a g "d m_qh_is dt—L th.dtr+wq 3 INSTALL ALL FLANGE BRACES ON COLUMN AND RAFTER AS SHOWN 2/ 6/19 NT.S. 1 A 16—B-89015 E9 b�w. �aq""bnh�V. mdw,d"te w we�tbdtere°"d edfl d "h "t the.Itsv(M. SPLICE PLATE & BOLT TABLE MEMBER TABLE Qty Mark Web Death Web Plate Outside Flange Inside Flange Mork Top Bot Int Type Dia Length Width Thick Length Start End Thick Length W x Thk x Len th W x Thk x Length SP-1 4 4 0 A325 3/4" 2" 6" 1/2� V-11 1/4" RF4-1 16.0/16.0 0.156 60.0 6 x 1 4 x 180.9 6 x 1/4- x 165.2 SP-2 4 4 0 A325 3 4" 1 3 4" 6' 3 8" 1 11 1 4" 16.0/16.0 0.185 124.9 6 x 1/4* x 24.5 SP-3 2 2 2 A325 7%8" 2 1%4" 6" 5%8 1–4" / RF4-2 16.0/16.0 0.185 81.5 5 x 1/4 x 197.5 5 x 1/4' x 197.5 16.0/16.0 0.156 120-0 EB-1 9.5//15.5 0.134 123.3 5 x 1/4' x 123.3 5 x 1/4" x 123.3 STIFFENER TABLE F52–D Stiff Plate Size Mark Mark Width Thick Length RF4-1 St– 1 2 1/2 1/4" 15 15/16 Q3" RF4-1 St— 2 2 1/2 1/4' 8" 12 �1,4 —4 3" ' 12 BASE PLATE TABLE 4" 18 Col Plate Size 18'4 1 '4 1 Mark Width Thick Length Ftens�on 1'-4" 4" Roof p BP-1 6' 3/8" 1'-4 1/2" a Root p°nee pBR,Cool Block 1$-8 3 16 1-11 1 8 2-6 5 16 2-6 5 16" )'-1) 1 8" 18-8 3 1 6" onelfenslon FLANGE BRACES: BOTH SIDES(UNLESS NOTED) FBxxA(1): xx=length(in) Extension g JE, 1 1 �3 3 Canopy A 6 L2X2X14G g°ConoPY ponel 3 �_3 �g33 A��FB333F �A()JFB333A )f833 ® 4�-3 9 opy p0nel Eztension8" FB6 — L2X2X7/8" r,- Fg333P 1 � �� `� �2. 0 3�4 FB333P 1� o� _ F833_;ni)J 11'-0 3/4" 12 11'— 2" Cool Bl°ck �-5�1) �� F8333A ) ?6 ZZZ: 2g Gauge PBR, " �� 6" ' N ` ` Gouge p8R Coal Block 2 g 16" I 3 @ 3 ® 3— FB6-3 1) uz _ FB6-3 )) 3�-2 9 16' FB6-21) R d _ _FBF_„1 RF4-2 �J FBg_ � I � iCL Lr)EB-1 ' I v' to I EB-1 I �+ �W U O I _ o I I 10 I + co__jUj I I I LJ BP-1 BP-1 8 1/4 1 1-41 2” 32'-1 1 2" 1'-41 2" 81/4" CLEARANCE + — B A , 10'-0" 10'-0' 36'-3" OUT—TO—OUT OF STEEL FRAME CROSS SECTION: FRAME LINE 6 '� � BA CA { ISSUE DATE DESCRIPTION BY CMD DSK IMRImA^ a� GENERAL NOTES: A 2/ 6/19 FOR CONSTRUCTION PERMIT DDR MMH DCK '1 fL)7 2612 CRIBBLE STREET 1. SNUG TIGHT – ALL BOLTED JOINTS WITH A325 TYPE 1 BOLTS ARE SPECIFIED AS NORTH LITTLE ROCK, AR 72114 y 1 SNUG–TIGHTENED JOINTS IN ACCORDANCE WITH THE SPECIFICATION FOR STRUCTURAL BUILDING SYSTEMS 1-800-643-5555 fir JOINTS USING ASTM A325 OR A490 BOLTS, DECEMBER 31, 2009. PRE–TENSIONINGQ8Q j0� � ) METHODS, INCLUDING TURN–OF–NUT, CALIBRATED WRENCH, TWIST–OFF–TYPE L TENSION–CONTROL BOLTS OR DIRECT TENSION INDICATOR ARE NOT REQUIRED. PROJECT: RALLY THACHER ARAES.514��1. INSTALLATION INSPECTION REQUIREMENTS FOR SNUG TIGHT BOLTS (SPECIFICATION FOR STRUCTURAL JOINTS SECTION 9.1) IS SUGGESTED. I ICUSTOMER: 316 MAIN STREET LLC OWNER 316 MAIN STREET LLC Feb 019 LOCATION: SOUTHOLD. NY 11971 s.nmwim z.f 7Y .f tn.Ea'..u..t...f Yn.sat.m 2. ALL FIELD WELDED CONNECTIONS OF SECONDARY FRAMING SHALL BE BOLTED WITH A325 N..Y.t.t.tm t x m.M.d.B-of tel.m.I- MACHINE P.,.. unarm m.ax.eu...f.n -d t•,.f.ab.d MACHINE BOLTS CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMB ^b•l °a��mm9�hd— t 1a–y—n 3. INSTALL ALL FLANGE BRACES ON COLUMN AND RAFTER AS SHOWN 2 6 19 N.T.S. 1 A 16-B-89015 ' '"°"aTM°t.m.tta.d t.m t. m..adt •.em.a / / E1 0 e�td .a Ar m..�at.r.a.a en.a.t..r..a,e+t..u..,..a .an tion or tn.ette.v.M1 I4 SPLICE PLATES & BOLTS MEMBER SIZE TABLE in Splice Quon -----Bolt----- Plate Size MARK LENGTH WEB DEPTH WEB PLATE OUTSIDE FLANGE INSIDE FLANGE Mark Top/ Bot Type Dia Length Width Thick Len th START END THICK LENGTH W x T x LENGTH W x T x LENGTH SP— 1 4 4 A325 3 4" 1 3 4' 6' 3 8' 1'-11 1 4" WF-1 179.0 15.0 15.0 0.185 147-11- 6 x 1/4 x 14—11 6 x 1/4" x 14'-11- SP— / / / / WF-2 243.8 15.0/15- 0.185 20'-3 3 4' 6 x 1 4' x 20'-3 3/4* 6 x 1 4' x 20'-3 3/4* STIFFENER TABLE -- Stiff Plate Size Mark Mark Width Thick Length WF-1 I St— 1 2 1/21/4" 15 r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - BASE PLATES II u3 Col Plate Size Mork Width Thick Length BP— 1 6" 3/8' 1'-3 1/2" I I WF-2 aa ICn N I I _ I I I I I I I I I I I I I 1 CD _ I I I N I I Lam. •— F Ii t2U I I I l I I I I I I I I I I I I I I I I I I BP-1 BP-1 6 1/ I_ �I 1�-3 1/2- 20'-4" 1'-3 1/ I a l 6-1/2"g: CLEAR +/- 24'-0" 3 WIND BENT ELEVATION: FRAME LINE A 4 � A � ISSUE DATE DESCRIPTION BY CK'D DSN �j GENERAL NOTES: A 2/ 6/19 FOR CONSTRUCTION PERMIT DDR MMH DCK f lR T TAGE 2612 GRIBBLE STREET 1. SNUG TIGHT— ALL BOLTED JOINTS WITH A325 TYPE 1 BOLTS ARE SPECIFIED AS NORTH LITTLE ROCK, AR 72114 SNUG—TIGHTENED JOINTS IN ACCORDANCE WITH THE SPECIFICATION FOR STRUCTURAL BUILDINGSYSTEMS 1-800-643-5555 v` JOINTS USING ASTM A325 OR A490 BOLTS, DECEMBER 31, 2009. PRE—TENSIONING 0 70 ��0 u METHODS, INCLUDING TURN—OF—NUT, CALIBRATED WRENCH, TWIST—OFF—TYPE TENSION—CONTROL BOLTS OR DIRECT TENSION INDICATOR ARE NOT REQUIRED. PROJECT: HALLY THACHER INSTALLATION INSPECTION REQUIREMENTS FOR SNUG TIGHT BOLTS (SPECIFICATION FOR STRUCTURAL JOINTS SECTION 9.1) IS SUGGESTED. CUSTOMER: 316 MAIN STREET LLC OWNER: 316 MAIN STREET LLC 2. ALL FIELD WELDED CONNECTIONS OF SECONDARY FRAMING SHALL BE BOLTED WITH A325 019 LOCATION: SOUTHOLD, NY 11971 s°��a,t er Fe I U r I W e 1—fw y p n�°' Nev Tak 2 f It b°N f the °I Mb 1°I fa f T.aeon MACHINE BOLTS CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMBS ° as me 11 thb�° t 11 y, y.la,m In tail°!iT doonnmt M my Lel1 If m Ed— dta thedta q Itft I°Me Ilan me eed m!tt,e n°I°ti-'dt_t3. INSTALL ALL FLANGE BRACES ON COLUMN AND RAFTER AS SHOWN 2/ 6/19 N.T.S 1 A 16—B-89015 Ell bI'rns dgnn:n a,a me" er.m dtaas It-m m.dte°tk . SPLfCE PLATES & BOLTS MEMBER SIZE TABLE in Splice Quan -----Bolt----- Plate Size WEB DEPTH WEB PLATE OUTSIDE FLANGE INSIDE FLANGE Mark Top/ Bot Type Dia Length Width Thick Length MARK LENGTH START END THICK LENGTH W x T x LENGTH W x T x LENGTH SP– 1 4 4 A325 3/4' 1 3/4' 6' 3/8' 1'-11 1/4" WF-1 179.0 15.0 15.0 0.185 14'-11 6 x 1 4 x 14–11 6 x 1/4- x 14'::i—1 WF-2 243.8 15.0 15.0 0.185 20'-3 3/4" 6 x 1 4' x 20'-3 3/4' 6 x 1 4' x 20'-3 3/4" STIFFENER TABLE Stiff Plate Size Mark Mark Width Thick Length WF-1 St– 1 2 1/21/4" 15" — — — — — — — — — — — — — — — — — — - - — —— — —— — — — — — — — — — — — — — — — — — — — — BASE PLATES '� Col Plate Size Mark Width Thick Length BP– 1 6' 3/8" 1'-3 1/2" I _ WF-2 I I I I I I I CN U '- I I I I I BP-1 BP-1 6 1/2 L, _11'-3 1/2" 20'-4" 1'-3 1/7B CLEAR +/- 24'-0' 4 WIND BENT ELEVATION: FRAME LINE B 3 � > � ISSUE DATE DESCRIPTION BY DSK = =A �� STREET NORTH LI2612 CRIBBLE ST GENERAL NOTES: A 2/ 6/19 FOR CONSTRUCTION PERMIT DDR MMH MH DCK T * � 1. SNUG TIGHT – ALL BOLTED JOINTS WITH A325 TYPE 1 BOLTS ARE SPECIFIED AS H H% TTLE ROCK, R 72714 SNUG–TIGHTENED JOINTS IN ACCORDANCE WITH THE SPECIFICATION FOR STRUCTURAL BLTJXNG SYSTEMS 1-800-643-5555 JOINTS USING ASTM A325 OR A490 BOLTS, DECEMBER 31, 2009. PRE–TENSIONING zrmnffan.atr�s `'��+ C? METHODS, INCLUDING TURN–OF–NUT, CALIBRATED WRENCH, TWIST–OFF–TYPE 08470TENSI2 SL,' INSTALLATION REQUIRED. REQUIREMENTS FOR SNUG TIGHT BOLTS LATIONFOR PROJECT: HALLY THACHER A�'p� $51��A�. STRUCTURAL JOINTS SECTION 9.1) IS SUGGESTED. CUSTOMER: 316 MAIN STREET LLC OWNER: 316 MAIN STREET LLC Feb 019 2. ALL FIELD WELDED CONNECTIONS OF SECONDARY FRAMING SHALL BE BOLTED WITH A325 LOCATION: SOUTHOLD, NY 11971 s bm.f.tm 2 of 72M.f tb.Em mum L–.f n..smt.or N..Yst.t.tm t N 1..Ntl.tlm of Nl.I—for my perm ands fh.dtr.ctim of.gmt..d y f --- MACHIN BOL CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEEP NUMBS 189 . tmt..f tnti adt-4 a m�..x If Jb g .f m mgtrlm @ tltv.d the.,= 3. INSTALL ALL FLANGE BRACES ON COLUMN AND RAFTER AS SHOWN E12 mgln. r.n.m.t.m Nm,bl...tl ma tb.n.t.n.n•tltm a 2/ 6/19 N.T.S. 1 A 16-8-89015 by'/. b6.Tg uhne and t dot.of..h wts.tim,and a nm of m.tlt>mf.n_ Steel Line * * Refer To Framing 1- Purlin Drawings For Bolt 4 Fastener Varies Quantity And 6g' Steel Line Y. #12A - SSR Roof Purlin A (2)1/2"x1 1/4" (6) Stitch Screws 1/2 1" A325 M. Bolts 1/4"-14 x 7/8" ~ Lap Tek Die Formed Anti-Roll ClipRidge Cap Urrethane Tube Sealant F52 Rake Trim 3 16 Plate Top Flange-, Oo O To Bolts See Frame Rafter Member Screws � P ( 12 -14 x 1 1/4" ` i�4•S1a#Screws 7/8"(ryp.) Drawings For Size) at 5"-7"-5" O.C. Rafter Web �° ° Intermediate Bolts Purlin Clip 2" 2' 3/16" Plate of Rafter I I I (See Frame pro BTX Q I O Rake Trim I Rake Trim Drawings For Size) I I 1 Purlin Clip OO • Purlin Clip _ Bottom Flange—, Qo 0 3/16" Plate 3/16" Plate 0 -0 0 0 Bottom Bolts (See Frame I Oa ° Drawings For Size) • O Anti—Roll Clip Anti—,Roll Clip 1"Min 1'Min. 3/16" Plate • 3/16 Plate Stitch screw Peak Purlins 1/4-14 x 7/8" 3 16" 3 "PBR" at 1'-0'O.C. 3/16" 3 3/16" 3 Roof Panel HW506 Tape Mastic Cold Formed Rafter Main Frame Rafter Peak Box 1" Tape Sealant PBR Roof Section A Section A HW-506 Rake AngleRA1 RWall Fastener Date Stitch Screw Outside Panel Closure U3 Bolts At Rigid Frame Rafter To Jun '17 PURLIN ANTI—ROLL CLIP at each 4 x 7i1b Page Column Connection' Rev ANTI PBR ROOF FIXED RIDGE DETAIL at each high rib.Standard Peak Box Detail MB-U3 00 Trim-80 PBR Panel PaGPR03005 PBR Roof TRIM-106 Flat Eave Trim-Partially or Fully Open Wall oats Rev ' WHEN EXTENSION IS ON THE W17 03 Fastener #4 SIDEWALL AND ENDWALL, PIECES Fastener #4 Fastener #4 1/4"-14 x 7/8" LL MARKED "L"AND "R' HAVE INCREASED 1{4"-14 x 7/8" LL SO W/Washer 1/4'-14 x 7/8" LL SO W/Washer LENGTH +6"TO ALLOW FOR MIiTER. 1-0 D.C. SD W/Washer (3) Required (Trim Color) Ta a Sealer End Cap To Roof Panel pHW506 Fastener$3 1'—O O.C. max. 12-14 x 11'LL S0 W/Washer (Trim Color) Fastener #17A at 5"-7'-5"O.C. 12-14 x 1-1/4' SO W{Washer CRuke 17A eetin9 Inside Closure HW455 with Sidewall Panel see t Continuous Tape sexier HW506 (Varies, PBR shown) 2-0 O.C. -1/4" SD W/Washer Rake Trim Top and Bottom Flat Eave Trim f Standard F764 (shown) eF2955 I2 Standard Large F4150 1 See Below - MSpacer Trim F2901 - 8" Member Fastener -- Endwall Panel t-1/4" #17A (VariF2914 - 10" Member es, PBR shown) 12-14 x 1-1/4" '- Rake Trim F2927 - 12" Member SD W/Washer Comer Box End Ca Feld Cut legs flush (Extend past Comer Trim 1-1/2� Rake Trim each pudin Rake Trim Fastener#14A Standard with Comer Trim Standard Large and Roof Panel F764 (Shown) F4150 Rake Slide Trim 1'0 x r Pop Rivet SS F427L (Shown) Fastener #4A F215 Eave Trim at 5'-0'O.C. F427R (Opposite) 1/4'-14 x 7/8" ' F2955 See Construction SO W Washer Fastener #4A Fastener�n7A L.orae Fastener #14 � , Details for required 1/4"-14 x 7/8' 12-14 x t's0 W/Washer F4152L (Shown) 1�8"0 x 3/16" 1-0 O.C. SD W/Washer attachment of Eave 2 O.C. max. at 2'-0'C.C. F4152R (Opposite) Trim and Rake Trim to Standard 1-0 O.C.Alternate _ Feld Cut side and bottom Wall. or(B) Required Far roof runs of For roof runs flange to conform to Wall. Wall Panel Closures not 100' less greater than 100' Fastener gt4 Apply Tube Sealant at tabs. shown for clarity. �"m x jr Pop Rivet ss Note: For some special conditions the outside rib of the finish panel may fall at 3'-0'0C. short of the rake trim. Use the rake extension trim for this condition. Field cut the rake trim and rake extension trim if required. Low Eave Rake Corner - PBR Roof Classic Rake Trim - Purlin Extension - PBR Roof Standard and Standard Large Rake TRIM-203 Standard and Standard Large - No Soffit TRIM-282 Eave Strut Fastener#17A � Spacer Trim 12-14 x 1j'SO W/Washer F2901 8 or 81 Memberof 1'-0"O.C. ISSUE DATE DESCRIPTION BY CK'D DSN F2927 10 Member t• HEWTA^ F2927 10 Member A 2/ 6/19 FOR CONSTRUCTION PERMIT DDR MMH DCK ■V= 2612 CRIBBLE STREET NORTH LITTLE ROCK, AR 72114 BUILDING SYSTEMS 1-800-643-5555 �'.,�, �� " -t PROJECT: RALLY THACHER A9pFt$510��~� CUSTOMER: 316 MAIN STREET LLC OWNER: 316 MAIN STREET LLC Feb 019 LOCATION: SOUTHOLD, NY 11971 s.beh&..2.f ."rtos m th.ee-U—L- f w.st.�.f W—v..h.tdt® a as a d.i"tt.,,or W.I—fQ mx ..ems th.ex u.".r.n.m..e CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMB,`a • tit..+the �t I.�r"•r u m m{ 9 ".f.n-gt.—t,dtved,the dtvSng 2/ s/ls N.T.S. 1 A 16—B-89015 �^ d,dl t.th.ft—hi. ..e th...ma."-dt".e DEf2 e� e°"�t .' �t d e.t..rad,dt—ti. • Page 7D�Ip, GPR07013X Structural Canopy F05101X Building PBR Roof Panel to Canopy PBR Roof Panel Date Rev At Low Eave Line Rev Nov'17 04 '16 02 Inside Closure t , HW455 With Tape Sealer Fastener f4 1'xAHW50fi x-14 x r LL On o Tides SD W/Washer - Eove Trim At 1'-0'O.C. F2955 Roof Panel (See Erection Drawings Flange Brace For Installation) (See Cross Section for Fastener#14 Piece Mark and Required Location) i'4 x t Pop Rivet SS PANELS TO BE Fl BOWING at S-0'O.C. AT THE LAP Eave Strut ,z�Za Eave Strut Purlin 12 3 =t 12 [] o= "o Canopy Roof PBR Panel2 w Fastener#17A in 12-14 x 1}'SD W/Washer Fastener$3 at 2'-0'O.C. 12-14 x 1�'LL Fastener#17A - Structural Canopy Connection Botts SD W/Washer At 12-14 x 1}'SD W/Washer = Rafter(Shape may Vary) (See Cross Section 5'-7--5'O.C. at V-0'O.0 for Quantity and Size) U Canopy Projection Column Purlin (Shape may Vary. Eave StrutBypass Shown,Flush and Eave Line Structural Canopy Inset Column Titular) ' 6' 8. Spacer Trim g I F2901 8 or 81 Member F2914 10 Member F2927 12 Member STEEL.LINE—� I t ISSUE DATE DESCRIPTION By DSK ��^ *. A 2/ 6/19 FOR CONSTRUCTION PERMIT DDR MMH MH DCK (t`jl 2612 DRIBBLE STREET NORTH LITTLE ROCK, AR 72114 rl BUIIAING SYSTEMS 1-aoo-643-5555 �.y 08470 PROJECT: RALLY THACHER ^` p� OptsStQ CUSTOMER: 316 MAIN STREET LLC To 316 MAIN STREET LLC Feb 201 9 LOCATION: SOUTHOLD, NY 11971 saec wen z of 72M of the¢efe-Sm to of me scare of Ner Yuk etme m t n t.a aeteu..m thb te-fer any—, —ds N.dk--U i of a ries—d R f—imd CAD DATE SCALE PHASE BUILDING IDL16—B JOB NUMBER SHEET NUMB* trots er the mou t b e„y-ey,n on g e of en mgb—h dt,l d,the dtvbg gMe d,dl offt to the nem hi..ed and the nOeUen'dt.—I z/ 6/19 N T.S. 1 A -89015 DEf3 b,•fe' d tha'o„°:�t� dura of v eh atmet m and 12 12 12" Stitch Screw Tape Seal Standard Grade 9 1/2" 9 1/2' 9 1/2- 1/4-14 x 7/8" Description Fastener Application Note: At 20 O.C. 2 1/2- 1 2 1 2" 212 1/4"-14 x 7/8" 4A Stitch & Trim Screw Standard details call for 12-14 x 1 1/4" 17A Member Screw 1 1/4" fasteners as - Detail "A" 12-14 x 1 1/2" 17B Member Screw member screws by Sheeting Direction �niil "A" 12-14 x 2" 28 Member Screw default. All Roof Members Except As Noted Below Member Screws 4"+ Long Life Member screws may be 12-14 x 1 1/4" Roof Panel 1 1/4", 1 1/2", or 2" 12" 12" 12" at 5", 7", 5" Fastener Two Continuous Layers Description Number Application depending on insulation, 2 1/2" 7" 5" 7" 5" 7" 2 1/2" HW507 Tape Seal 1/4"-14 x 7/8" 4 Stitch & Trim Screw application, or 12-14 x 1 1/4" 3 Member Screw customer request. Roof Panel Purlin 12-14 x 1 1/2" 3A Member Screw 12-14 x 2" 58 Member Screw Sheeting DirectionDetail "A" At Eave Strut, Panel End Lap, and Peak Purlin Section Thru Panel End Laps Fastener Location for "PBR" Roof Panel Self—Drilling Screw Application TRIM-175 SCRWI co < ISSUE DATE DESCRIPTION BY DSK �� A 2/ 6/19 FOR CONSTRUCTION PERMIT DDR MMH MH DCK 2612 CRIBBLE STREET BUIL-DSTEMS NORTH LITRE ROCK, AR 72114 1-800-643-5555 IF PROJECT: HATlY THACHER 9 084702 ��ss�o . CUSTOMER: 316 MAIN STREET LLC OWNER 316 MNN STREET LLC Fe LOCATION: SOUTHOLD, NY 11971 sohdhdefm x of k.72009 of M.Efeoeoto1 .1 ih.smte.f Ne.Yoh eM- t N fi o.id'tlm of thh I"fv onr pmmn under the dh—U-of v Nc —!Pro/val_4 CAD DATE SCALE PHASE BUILDING ID JOB NUMBER SHEET NUMB se tent.or thf.doeomme n mr•er If on h 9 •of on mgOf 6 oltv.d,the diving 91ne Wm affi.to Ne Hem td..ed vnd tM nvlotim'dived z/ s/19 N.T.S. 1 A 16—B-89015 DET4 REVISIONS: 62'-0" I 1 r"I STEEL ROOF ® 2„ ®/ e o AS DESIGNED 2. BY OTHERS 4h I I r S ® I I I I y f ( r ) VIF TYPICAL ROOF w/EPDM INSTALLED PER MANUFACTURE FASTENER TYPE: SPACING: 2'-6" No.R WOOD-SCREW _ DBL.2X12 DF#2 @16"OC BASED ANCHOR WITH 16"OC 21n.EMBEDMENT LENGTH �,� 11'I ( \I S �1 I / I I / I ' `• ' \• (� / /' ( • No 30 WOOD-SCREWS BASED ANCHOR WITH 16"OC 21n.EMBEDMENT LENGTH 11 I I I ( I I I/41n.dla.LAGSCREW RASED ANCHOR WITH 16"OC I ' 21n.EMBEDMENT LENGTH - jl • •• 3/4'APA PLYWOOD SHEATHING SHEATHING tl 1 GRADE PLYWOOD I ' ��1 I • �' � I 41 1 �\ J r I �l 1 1 i (ALTERNATNNE.7/16'O.S.B.) I If/ f7 1 1 f I/2"APA RA TEDSHFATHiNG 1 I I 1 Il STEEL COLUMNS (AL'I"DE PLYWOODIERN-0TNNE:7/16'058) r 13'-0" 12'-0" AS DESIGNED PORCH BY OTHERS ^ f• ` FASTENER TYPE: SPACING' I I 2X4 DF#2 i/� ( W No.B WOOD-SCREW I 1\ STUDS I I I I I U BASED ANCHOR WITH 10"OC '� H7 WINDOWSILL 21o.EMBEDMENT LENGTH I I /� ' I ( ' \• ' I I Fy TYPICAL WINDOW OPENING No 10 WOGD-SCREWS , 1 ' r , 6"SIPS EXTERIOR Q RASED ANCHOR WITH I2"OC PANEL SPAN EQUAL OR SMALLER 2h EMBEDMENT LENGTH 2X5-5/8 (RIPPED)(VIE) THAN 4 FEET I ( 11 1 S I I li 1� I ' I I I ti ACQ SILL PLATE � � o WALL BY OTHERS ETA a uvn.dia.uGscaeW ELIa ❑ ❑ Fyl BASED ANCHOR WITH 16--OC ( ( W/TERMITE SHIELD 2m EMBEDMENT LENGTH - AND SILL SEAL SIMPSON STHD8 TYPICAL DOOR OPENING PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: 1 2-2X9DF#2STUDSCONNECTFD No evroo0-scR w [� 6"CONC.SLAB w/6X6 10/10 WMM 48"OC U AND EQUAL OR SMALLER TOGETHER W[TH STAINLESS STEEL GRADE 6" OR GALVINIZED BOLTS W/WASHERS BASED ANCHOR W[TH B"OC tin.EMBEDMENT LENGTH - - - GRADE �( Z THAN 6 FEET AND Nuns®r-o•O.C. ,- - . No.lDw000-satEws •'�'' A .�; 2"(R10)T&G DOW BD.INSULATION u n:�:;n "�'- SLAB ON GRADE TYPICAL MULTIPLE OPENINGS BAS EMBEDMENT WITH LEN Boc :A' --------------- ----------------------------------------------------------------_ (W/O FOOTING) 2n EMBEDMENT LENGTH BEARING WALL FOOTING ^ PANEL SPAN GREATER THAN 6 FEET - _ I' 1 ' ANDS UAL OR SMALLER 1/4'n.do. 36" 36'.p, , ,r1 . .24" rP, • •r. .:' ; , PER OWNER M--� Z U Q BASED ANCHOR WITH 16"OC THAN 8 FEET tin.EMBEDMENT LENGTH - }'t-'f (3)#5 REBAR - ° ,•v, . (4)#5 REBAR W ' " PERMITER WALL :4 " EACH WAY AT WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL � ' ' 12 FOOTING COLUMN FTG AS PER SEC. 1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) O 18' — O w--( WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO r „ „ , „ „ , „ a W U COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL 61/2 30'-11" 61/2 11 —0 O oI CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. 10 01 01 10 7 ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS,SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. p4 HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. 12P-6" 32'—0" 12$-6'1 r1 O f� a I 57'-0" r� W01 HOUSE CROSS SECTION RESchedt' Software 'version 4.6.4' SCALE: 1/4rr _ 1r_On IN 0 M NP I I ca VIMI C 491 CjMft1f1CatW4 629-01$ h--i WAC w Er:t�y Code: 2015 IEC�. W 'Location: SouthoT'd, Baer York � � z Construction Type: Single-famil STEEL ROOF Q AS DESIGNED } flr< ect Type: New Construction BY OTHERS 0 Condi6br ed FlOCIr Area: 0 ft2 VIF TYPICAL ROOF w/EPDM INSTALLED PER MANUFACTURErTr 12"SIPS ROOF BY OTHE O Gezing .agree �i tea „ Clirnate .ane: 4 GS72 HDD) 2'-6 1=e"R 1'. ❑ate_ (3) 1-3/4X16 ML w/(2) 3/4"STEEL GIRDER Ferrnit Number. conFtr ion 3�e: Own:+erfAglent: Designer�lCantractor: M 319 MAIN STRU=T, LLC Maric Schwert7, Ar&ltlect �•F=0 YOU`d3S A".,T `JJE F-0' e-ox 533 SX5X1/4 5X5X1/4 STEEL COLUMNS SOLI HOLD, il'�I'y' cutchogue, ('N 11535 13'-0" 12'-0" TUBE STEEL TUBE STEEL AS DESIGNED E31-7'34-4155 COLUMN COLUMN BY OTHERS mSsrSnchitlecto �r:�in�e.rr: PORCH PORCH N Cn 'a' rl pv ai 6"SIPS EXTERIOR p m , � 2 2X5-5/8"ACQPSILLL PLATE WALL BY OTHERS O U __..,'. .. TERMITE SHIELD ) w IC,arr,7112rc�e: 23.3% Better Then CA34fe Pzxlnunl IJA: 7 43 Y3L.. 4.A: 644 �`axlr7um SHC-C: 0_•�Q '�'au-SHCC: 0.24 AND SILL SEAL SIMPS 8" STHDB Th#% E*e#rcrwcr2#ThIII❑cd*rndoz r4NI hcrN ecce o term inrc*tl! *Fraun6�s hartd cn cwt Frs-.I rdkr. •' 6"CONC.SLAB w/6X6 10/10 WMM 48 OC o p \ rt oaeB Nor pr+:vidir in#rte T+r!4P of 4k*Nir; ua(t c•r ctcteilrtivLt ca rrrrimi htn,i. GRADE 6" --.------------ GRADE gp `"' •� �^ SLAB ON GRADE +<• '. .`.'a ° �.'P."; 2 #5 REBAR EACH WAY a ° �.'° ?' p di Tc y 12" 2"(R10)T&G DOW BD.INSULATION ( ) .. .� + (W/O FOOTING) _ L_'_'' `a:. �I-- AT COLUMN FTG `l n 4, • PER OWNER • a 36' a e36 ,u, ,rI � (4)#5 REBAR Lf) U m Envelope ASsem lIeS �A.,_; (3)#S REBAR U) 4 12" EACH WAY AT Ta .� FOOTING TG PERM WALL COLUMN F [V —0" 61/2" 30'-11" 61/2 11'—p„ 1`Iaor 1: 5!•e n-+�r>Sde.F�ce: �' 3a1 1�.�? €�.a�l 110 12'-6" 32'-0" 12'-61' W . Insula~_iar de ',i: 2. 1 Ceiring 1: Ffe`_Ceiling or'_r rTrlrzs 1.,1374 '�_0 3a_I? 0.031 33 E=4 W 57'-0" � 1-4 ceiring 2: Flat Ceiling orScis�rTrurss _� 3�_�z •�1� �� U U 91"da�i 1: 'Structural Insureted Perticls � �'•23 g 22� 0-04� 13' STUDIO CROSS E TIONODo�arl: Mess 333 0.300 52 SIR�C: 0.24 SCALE: 1/4rr _ 1r_o1r � Dcar 3: Solid 133' 0.200 2f H P C'ornprienca'Statement: The proposed building design 'described Fere is coniist�ent with" the buifd`ing ple.rds, sper.'rficet9�ans-, and other celculetiolns submitted lvith the permitepplicetian.The propoze:' branding he.s been designed to meet-the 2015 [ECO requirement-- in REScbeck Ve'rsian x..9.4 a rd to comply with the mandatary nequirernents listed ir;.the FS-Scher Inspection Checklist. x N erne - 1.ee roneturle etc EXT.WALL EXT.WALL TERMITE&SILL SEAL (SIPS) p5 REBAR(a116"OC (SIPS) PER CODE(TY OUTSIDE PERIMETER OF BUILDING 6X6 10 10 WMM GRADE 6" GRADE3*5 i k-11ii: _' '10/ - _ = - ANCHOR BOLTS AT 6'-0"O.C.AND W/I 1'0"OF CORNERS, :1 0 ° 6X 1D/10 WMM Z -� 2'(R10)T&G MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT 70 BEATTACHED TO SILL 3X3 SQUARE WASHER ATND NUT. 10 DOW BD. 10" "S fihh o INSULATION (3)HS REBAR 0•" 6 U. 0 e o e7 "i. .. 2. (TYPICAL) -• s-�,. - .! ` "> DRAWN: MH/MS PER NYS RESIDENTIAL CODE R406 °I•,pP+ , w, 1-6 1-6' NO PARGING OR DAMPPROOFING NECESSAR r�;. !� ,� 1 SCALE: 1/4" l'-0" Praj'ect 11t e: Report date: 03r3Sr13U�L� JOB#: •'n z �g. ?� r Thursday,April 18,201 Data filename: �'nsl.led.r�k Page 1 �, 1 ,� q ��3 •� �' CROSS SECTION @�, �� p SHEET NUMBER: SCALE: 1/4rr _ 1r_Orr �� f � APR 2 2 2 19 A-5 TOWN OF SOLT �00I,a esi n : Res onsibilit p co Design responsibility under this PE Stamp is limited to the structural insulated panels (SIPS) . The t C") Engineer of Record is fully responsible for the incorporation of these components into the overall Don't have building structure, verifying all design parameters, and designing all supporting elements and R- Control SIPS Do ' s R- Control SIPS Don'tsosB facings co connections thereto. Nothing contained on these drawings shall infer or imply any responsibility on and U� the part of the SIP manufacturer or their component/system engineer for such design or for the _ _ _ _ untreatedCD analysis of those supporting elements which have been prepared by others. 1.) Handle SIPs with appropriate care. 1.) Don't drop SIPS on corners. direct in �, 2.) Store SIPs fully supported off the ground. 2.) Don't store SIPS directly on the ground. Don't C/I M 3.) Protect SIPs from weather with breathable covering. 3.) Don't leave SIPS exposed to weather for an extended have P contact o o Design Criteria: period of time. unsupported with c� " � 4.) Lift and place SIPS with appropriate equipment. p pp �, concrete. '� Q) 1 . Roof dead load: 12 psf 5.) Provide level and square foundations or supporting 4.) Dont lift or place SIPS without appropriate equipment. OSB facings. � \ > floors. 5.) Don't overcut OSB facings at openings. 2. Roof live load: 20 psf 6.) Install SIPS in accordance with approved drawings. 6.) Don't have SIP facings and untreated plates in direct Don't have o 7.) Separate SIP facings and untreated plates from contact with concrete. additional > o r0) o c� contact with concrete. 7.) Dont have unsupported SIP facings. cap plate ,-� o I n 3. Snow load: Not applicable 8.) Support both SIP facings fully on foundation or floors. 8.) Don't have cap or sill plates less than full SIP width less than 0U) 9.) When using cap or sill plates, use equal to full SIP or have plate joints aligned with spline joints. full panel CYD width and offset plates joints from spline joints. 9. Don't install SIPS without adequate bracing. width. � ^ •� 4. Wind load P J P j ) q g. a. Ultimate design wind speed, Vult: 136 mph 10.) Don't cut SIP facings for electrical chases, use factory Vasd: 105 mph 10.) Provide adequate bracing of SIPS during installation. provided chases in SIP core. b. Nominal design wind speed , C. Risk category: Don't - -� 11.) Use factory provided electrical chases in SIP core. 11 .) Dont have cuts in 2X or I-Beam splines. g �'' onH II 12.) When using 2X, engineered wood, or I-Beam splines, 12.) Don't overdrive fasteners into SIP facings. I to d. Wind exposure category: C use only continuous members. 13.) Don't have unsupported horizontal joints in walls. unsupported Don't W e. Internal pressure coefficients: +/- 0.18 14.) Don't install plumbing in SIPs. horizontal joints in wall. have cuts 13.) Provide appropriate end bearing for roof SIPS. 15.) Don't install recessed lights in SIPS. in 2X or 14.) Install fasteners flush to SIP facing surface. 16.) y Don't install SIPS without structural review b a I-beam 5. Seismic load 15. Protect SIPS from weather as soon as splines. or a. Risk Cate II ) Practical after qualified design professional. Category: installation. 17.) Don't make any field modifications to SIPS such as6 .0It+� b. Seismic importance factor: 1 .0 16.) Use code approved flashings and exterior wall & roof openings/penetrations, without review b a qualified Don't 14 C. Mapped spectral response acceleration, Ss: 0.151 coverings. Y q overcut Ae ) Use code approved thermal barriers on interior. design professional. OSB •. d. Mapped spectral response acceleration, S1 : 0.056 17. pp � 18.) Have SIP structural requirements reviewed by a facings e. Site class: D (assumed) qualified design professional. at f. Spectral response coefficient, Sds: 0.161 openings. g. Spectral response coefficient, Sd1 : 0.089 19.) Have any field modifications to SIPS, such as a o h. Seismic design category: B openings/penetrations reviewed by a qualified design professional. Z Note: Please refer to R-Control SIP details for w W °' >_ Updated 1-16-12 Updated 1-16--12 proper installation techniques. z a - Lu 6. Building code: 2017 New York Uniform Code p Updated 1-16-12 w � 04 -- R_Control ", SIP R- Control° SIP R - Control° SIP w -5 TITLE: NO. a TITLE: N0. TITLE: N0. _ � o - I1 Do's SIP-100 SIP Don'ts SIP-100a SIP Don is SIP-100b � �, General Notes: m 1 . Materials C •- to O r-, Aid -W+ 2L Y a. Structural insulated panel (SIP) system - a pressure laminated composite panel using y � af Co approved components in accordance with ICC-ES Evaluation Report ESR-2233. b. Dimension lumber for use in joining panels, plates, headers and sills: SPF #2 (NELMA) kiln-dried, unless noted otherwise. See SIP-101a for Do-All-Ply at top and bottom plates. C. Preservative pressure treated lumber: southern ine No. 2 as raded b SPIB. In Top Plate. Top Plate. accordance with AWPA U1 , using water-borne preservative acceptable to authorities having R - Control DO- All - Ply and SIP TapeLO cc jurisdiction and containing no arsenic or chromium. w 4 n O 1 .) Make certain surfaces are clean, dry, end free of dirt andW W v d. Laminated veneer lumber (LVL): Microlam 2.0E by TrusJoist or approved equivalent, 1 ."75" foreign materials prior to placement of IR--Control 4 R'-Control SIP. CQ Do-All-Ply or SIP Tape. R-Control Do--AII-PI o thick. y �� I, � � � 2.) Store R-Control Do-All-Ply and SIP Tape in a warm 1 /2" diameter � 'i=- l O M a) area prior to installation during cold weather. continuous bead. ;I II R-Control Do-All-Ply Q I 2. Fasteners 3.) Place R-Control Do-AII-Ply in straight CONTINi-JOUS 1 /2 in. ;I 1 /2" diameter O o diameter beads as shown in details. I I continuous bead. W a. Nails: Common nails per ASTM F1667. 4.) Place R-Control SIP Tape at joints between SIPs as shown in details. I I li Q0 ea O 5. After SIP Tape e installation, use a hard roller to apply U) b. Panel screws: R-Control wood screws. pressure to the SIP Tape surface to promote adhesion. I I, 6.) Apply SIP Tape or equivalent vapor retarder on interior I 3. Execution or exterior of SIP per climate conditions or code ;I R-Control SIP. requirement. W a. Ensure surfaces to receive panels are structurally sound, even, smooth, clean, dr and y ) Refer to R-Control Do-All-Ply and SIP Tape material safety 112"R-Cdiameter ter Do -Pty p Y Y data sheets. 1 /2" diameter free from defects detrimental to work prior to installation. II Il !I i� continuous bead. w I; > b. Do not install component parts that are observed to be defective, including warped, ;I I; !I I! Factor bowed, dented and broken members. R--Control Do-All-Pl !I' I' y II li y t electrical 1 /2" diameter it II chase. C. Allow for erection loads and for sufficient temporary bracing to maintain structure safe, NOTE: It is the responsibility of the installer to apply continuous bead. plumb, held down and in true alignment until completion of erection and installation of R-Control Do-All-Ply and R-Control SIP Tape Properly. II Il W � 0 permanent bracing, shear walls and diaphragms. Failure to install R-Control Do-Ail-Ply and ' II 0 d. SIPs shall be kept dry and protected with waterproof covering during transportation and R-Control SIP Tape in accordance with instructions Bottom Plate O and as shown in details will reduce the durability of storage. the SIP structure. - e. Take care in handling SIPs to prevent delamination. Do not lift panels by the top skin. Bottom Platte REVISIONS: SECTION SECTION f. Construct structural splines, king studs, headers continuous full length without splices. Updated 1-16-12 Scale: NTS Updated 1-16-12 scale: NTS Updated 1-16-12 g. All posts and columns from headers and beams shall bear continuously to concrete R - Control' SIP R - Control° SIP R - Con troll SIP foundations including solid blocking in floor and roof spaces. Supporting framing and TITLE: N0. TITLE: INO. TITLE: N0. foundation shall be adequate to support the required loading. Do-Ali-Ply and SIP Tape SIP-101 Do-AII-Ply Application SIP-101a Do-All-Ply© Application SIP-1011b Note: Contractor/Panel installer must drill holes thru all wood components h. Provide and install weather-tight wall - and roof protection in a timely fashion to avoid Splines, shoe, plates, jacks et To be compatible with wirechasases SIP WEIGHT in panels. Contractor to mark HICKNESS sf wirechase locations on panels. I�� Note: (zL water and weather. damage. ( 4 1 2" 3.2If Vertical Wirechases are needed ) please indicate on drawing. 6 1 2" 3,4 a 1/4" 36 Sho Drawin Review I. Do not overcut SIP skins at openings. 101/4' 3.6 p � 12 1/4" 4.0 For all Pages of Shop Drawings DATE: 03-05-2019 SIP ..JR-VALUE R-VALUE ❑ Wall Dimensions DRAWN BY: RAD j. Do not field cut panel skins without approval from SIP manufacturer and engineer. THICKNE75'F ® 40•F ❑ wall Heights Plumbing shall. not be located within SIPs without approval from SIP manufacturer and 4 1 2" 22. 16.0 ❑ Rough Opening Dimensions 3 6 1/2" 14 9 24.4 QF NE� SHEET: pp ❑ Rough Opening Locations y engineer. 611/4 29.3 40. D F C` g 10 1/4" 37.0 40.0 ❑ Beam SizesandLocations 70 � C�Q' `�`� rRFy��9 12 1/4" 44.7 40.3 ❑ Roof Pitch Mechanical Ventilation ❑ Wirechase Dimensions k. Do not install SIPs so that they are in contact with concrete or other porous materials. R-Control SIP construction effectively eliminates air infiltration ❑ Dormers V and exfilteration in a structure. Energy robbing air changes are IJ LU Lu NOTES All wood in contact with concrete shall be preservative pressure treated. read reduced For the reason Control SIP Manufacturers re- quire that you use an air exchangergeger R-Control also recommends Protection: Protect installed product and that your structure be analyzed by a gnialified HVAC representative finish surfaces from damage 0877ro'� Qj to determine proper ventilation design Refer to R-Control SIP during construction _ „ Technical Bulletins sip no. 2000 and sip no. 2051. TOWN N 0,"i sou •-• .. 90NP L Blocking in exposed panel edges to be offset at least 16 from panel Joints. 1. Roof SIPs: Protect roof SIPs from weather C�Jir:u�.. r FESS�o by roofing materials to provide temporary protection at the end of the day or when It is a violation of NYS Education Law rain or snow is immenent. Article 145,Section 7209 for any 2. After installation, cover SIPs to prevent person,unless he is acting under the - -- contact with water on each exposed SIPeddir petion er to f atiicer e s5eem in way. SCALE: 1�4" = 1'-0 " --- ^- edges and faces. 32' 10' - -- 78' --- I kl CQ - - C\2 o CD x I C � C W > I .� CO I I _ � 'C� C\j @ V S- U U I I I I I � � •� � � U — CoLn �, W I I I 1 I I I 1 I I I I 1 Y (l cD � A0® f t� i \ \A 3.Cl) `�GQF NES(/j- CL E �P F� TR�y6 0,p LU z o a CN1 z a� C ¢ m � f ------------------------------------------I LU W a N I z - I 75- K U `^ I I \ \ IAli 08776 rte=- o Co i ROFESSIONP i Co Q wo c o I jIt is a violation of NYS Education Law I „ Co j 1,- Article 145,Section 7209 for any w a r-, C\'2person,unless he is acting under the M _- -------7C\2 \ I direction of a licensed professional H a) C\2 - I engineer to alter this item in any way. w Q r N N s 0 N (n c0 LO LO c� �''� I I I I � I I > ` �. /�.�".�-�/ �.�...�..i•..�-.•_...-' \./�./�tip_^. ..s...�._-.�.�-i.� ,.�.� —15'-9 1/2" 6' 1 51'-1 1/2" -- - - — 16' 31'-1" Cc Z � o 0 ELI oo0 42' — - -- 7g' W Z @ 15'-7 1/2" 14'-9" 17'-3" -- 13'-3" 17'-1 1/2" O x ctS - --- - - — ---------- -------------------------------------------- ----------------------------------- --------------------------------------------- ----------------11 - - - --- - ----------- ------------------lllu--------------------------------------------�u----------------------------------J1-------------------------------------------� I -------------------------------------------------------------------------------------ri------------------------ -------------------------- Illi IIII fill IIII I I I IIII IIII IIII IIII I I � IIIIIIIII II I III IIII11'III II -�_� .-,_ - _ •"i. .'`, :', ..�..r r1i'o,;+ i�_s,.'1%:.!i� \i�K'; � r . t -------------------------.-�-------- --------------------------------1II(I1IIIIII1II1IIIIIII(IIIII1IItIIIIIII1IIIIIIILILIIIi^I!'IIDi1IlIIIIII1IIIIIIIIIIIIIII—11IIIIlIIIIIIIIIIII1I IIIIlII-.%r-...."..•r;'-:- �.'_.-..---------------------------------------------------�-----.--- .--- ---- ---10------- IIIIIIIIIIInlIiIIIIIIIIIiIlIIIlIIIIIISIIIInlIiIIIlIIIIIIIIIIIIIlIIIIIIIIIIti IDI r_-'-- -- ��l1-'•`�%-- 1}!--,-;�}i-�'�,.-`jry-f��-)i1 --�,�.:,�-��-)`'�-`�=-�,.>�?>�i-��<.�,�-;-'i•'�,-�J1-,--`��.;-1f-))--rr �--� --�\\t--j�.-',..-;'-----8---- II1IIIIIiIIIIIIIIII;!IIIiIIIIIIIIII I1III1IIIIIIiInIIIIIIIIIII1lII1IIIIIIiIIIIIDIIIIII"'~��--"�/-.-/� ------------------------- - -�------- to AR3 BR3 Hill Hill BR3 III PHill IIIIIItIIIIIIIIIiIIII1IIIIIIiIIIfIIlIIIlIIIIIIIIIII1IIIIIIIIIIIiIIIlIIlIIIIlIIII1IIIIIIIII --- ---------------------------� --�—'?s",�-��--�i'{�'r--' --------------- -----------B�_-R3 --1IIIII'IIII�IIIIIII1IIIiII1I III '< l ;y ! 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SEE SIP-101A & SIP-101H. co lOD NAILS @ 6" O.C. 5 5/8" CORE R-CONTROL PANEL. lOD NAILS ® 6" O.C.- 5 5/8" CORE R-CONTROL PANEL. ( U -62 SPF #2 OR BETTER 2X6 BLOCKING SPF #2 OR BETTER 2X6 BLOCKING r 5 5/8" CORE R-CONTROL PANEL. C� FASTEN W/8D NAILS ed 6" TO BE BY OTHERS TYPICAL. FASTEN W/8D NAILS ® 6° -a TO BE BY OTHERS TYPICAL. O.C. EACH SIDE OF PANEL. O.C. EACH SIDE OF PANEL. P.T. 2X8 PLATE RIPPED P.T. 2X8 PLATE RIPPED Y` � TO 6 1/2" W/ SILL SEAL. TO 6 1/2" W/ SILL SEAL. Z. FASTEN W/8D NAILS 6" O.C. R-CONTROL DO-ALL-PLY 1/2" °. 5/8" DIAMETER ANCHOR BOLTS ® 48" R-CONTROL DO-ALL-PLY 1/2" °. ° 5/8" DIAMETER ANCHOR BOLTS ® 48" ---7/16" X 4" OSB SPLINE CONTINUOUS. (4) 2x6 SPF #2 OR BETTER @ R-CONTROL DO-ALL-PLY 1/2" ~� (2) 10D NAILS @ 8' O.C. STUDS BY OTHERS TYPICAL. TYPICAL EACH SIDE OF PANEL. DIAMETER CONTINUOUS BEAD. O.C. WITH SIMPSON BP5-8-3 WASHERS. DIAMETER CONTINUOUS BEAD. O.C. WITH SIMPSON BP5-8-3 WASHERS. TYPICAL TOP & BOTTOM DIAMETER CONTINUOUS BEAD. SEE SIP-IOTA & SIP-10113. R-CONTROL, DO-ALL-PLY 1/2" R-CONTROL DO-ALL-PLY 1 2" SEE SIP-101A & SIP-10113. 5 5/8" CORE R-CONTROL PANEL. SEE SIP-101A & SIP-101B. FASTEN W/BD NAILS ® 6' O.C. FASTEN W/8D NAILS ® 6" O.C. / 4" SIP TAPE CONTINUOUScc t TYPICAL EACH SIDE OF PANEL. DIAMETER CONTINUOUS BEAD. TYPICAL EACH SIDE OF PANEL. DIAMETER CONTINUOUS BEAD. ® INTERIOR SIDE. - -- - SPF #2 OR BETTER 2X6 BLOCKING FASTEN W/8D NAILS ® 3" O.C. ;,',' ',', , ' O SIMPSON STHD8 48' O.C. a SIMPSON STHD8 48' O.C. a SEE SIP-101A & SIP-101B. - TYPICAL. NOT NECESSARY TYPICAL. NOT NF,CESSARY SEE SIP-101A & SIP-10113. TO BE BY OTHERS TYPICAL. EACH SIDE OF HEADER. PER ENGINEER. 1 PER ENGINEER. - I t 5" SIMPSON SDW EWP-PLY SCREWS ' R-CONTROL DO-ALL-PLY 1/2" 41 VIMI = / ® 24" O.C. TYPICAL TOP & BOTTOM DIAMETER CONTINUOUS BEAD. , R-CONTROL DO-ALL-PLY 1 2' SEE SIP-IOTA & SIP-101B. DIAMETER CONTINUOUS BEAD. & SLA S. ° 01 SEE SIP-101A & SIP-IO1B. - (3) 1 3/4" 9 1/4" LVL. FOUNDATION & SLAB BY OTHERS. �a FOUNDATION B BY OTHER z I (LS S ° °• ° �- 1 I WOOD FILLER BY OTHERS. O ..`:. SEE SIP 101A & SIP 1018 p i i • ° ,I DIAMETER CONTINUOUS BEAD (C5 U 4" SIP TAPE CONTINUOUS r; N 5 5/8" CORE R-CONTROL PANE 5 5/E" CORE R-CONTROL PANE17 4" SIP TAPE CONTINUOUS FASTEN W/8D NAILS ® 3' O.C. U O ([j ® INTERIOR SIDE. ® INTERIOR SIDE. 8" R-CONTROL SCREW FASTEN W/8D NAILS C� 6" O.C. 7 EACH SIDE OF PANEL. '~ (2) 10D NAILS R 8" O.C. 12" O.C. TYPICAL. l� TYPICAL TOP & BOTTOM TYPICAL EACH SIDE OF PANEL. O TYAL,L/FOUNDATION WALL FOUNDATION SPLINF1 DETAIL �X S]PLINE DETAIL CORNER DETAIL I-�EADF' DETAILU0 1/2" - 1 '-0„ 1 1/21 - 1 , -0„ 1 1 /2„ = 1 '- 0„ 1 1/2„ - 1 -0„ 1 1 2" = 1 ,-0„ - _ / 1 1/2" - 1 ' 0" U a� SIMPSON CHSP18, 22" LONG TOP & BOTTOM AT ALL EDG , BLOCKING SPLICES. Ln i FASTEN W/8D NAILS ® 6" �12" R-CONTROL SCREWS 12" O.C. TYPICAL �61„-� D.C. EACH SIDE OF PANEL. 2 r r� %... - - - - - - - - - - - - - - - R-CONTROL DO-ALL-PLY 1/2" - - - - - - - - - - - - - - - 5 5/8" CORE R-CONTROL PANEL. DIAMETER CONTINUOUS BEAD. I = _ _ _ _ _ _ _ _ _ _ _ _ _ = 12" R-CONTROL SCREW'S 12" O.C. SEE SIP-101A & SIP-10113. (2) lOD NAILS @ 8" O.C. (2) 2x10 SPF #2 OR BETTER TYPICAL EACH SIDE OF PANEL JOINT. 7/16" X 4" OSB SPLINE CONTINUOUS. R-CONTROL DO-ALL-PLY i/2" _ _ _ _ _ _ _ _ _ _ _ _ _ x SPLINES BY OTHERS TYPICAL. DIAMETER CONTINUOUS BEAD. IOD NAILS ® 6" O.C. w TYPICAL TOP & BOTTOM I, SEE SIP-IOTA & SIP-101B. SPF #2 OR BETTER 2X10 BLOCKING STAGGERED EACH SIDE. -_ -_ - -_ -_ -_ -_ -_ - -_ -_ _ -_ -_ -_ FASTEN W/8D NAILS @ 6" O.C. R-CONTROL DO-ALL-PLY 1/2" FASTEN W/8D NAILS ® 6" O.0 R-CONTROL DO-ALL-PLY 1/2" FASTEN W/8D NAILS ® 6" O.C. TO BE BY OTHERS TYPICAL. o TYPICAL EACH SIDE OF PANEL. DIAMETER CONTINUOUS BEAD. TYPICAL ® TOP SIDE OF PANE DIAMETER CONTINUOUS BEAD. o TYPICAL EACH SIDE OF PANEL. Vo tl� R-CONTROL DO-ALL-PLY 1/2" R-CONTROL DO-ALL-PLY 1/2" =- SEE SIP-101A & SIP-1018. SEE SIP-101A & SIP-10113. �� F NEW Y DIAMETER CONTINUOUS BEAD. I DIAMETER CONTINUOUS BEAD. - - - - - - - - - - - -_ - - ""''�•'" ;,F?c •"'"''''� Q SPF #2 OR BETTER 2X6 BLOCKING SEE SIP-101A & SIP-10113. SEE SIP-101A CO & SIPS H. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I TO HE BY OTHERS TYPICAL. T ......,..... FASTEN W/ O NAILS S 6" 11 t Gj�Pp�� R TRFy9�.p� �, t O.C. EACH SIDE OF PANEL. 9 3/8" CORE R-CONTROL PANEL TYPICAL. ROOF FRAMING BY OTHERS. * ] R-CONTROL DO-ALL-PLY 1/2" FASTEN W/8D NAILS ® 6" 0 o� y oa DIAMETER CONTINUOUS BEAD. SPF #2 OR BETTER 2X6 BLOCKING 4" SIP TAPE CONTINUOUS. O.C. EACH SIDE OF PANEL. o SEE SIP-101A & SIP-10113. TO BE BY OTHERS TYPICAL. SPF #2 OR BETTER 2X6 BLOCKING CONNECTION OF ROOF FRAMING TO I W 5 5/8" CORE R-CONTROL PANEL. TO BE HY OTHERS TYPICAL. WALL IS TO BE: DESIGNED BY OTHERS. - in Z 5 5/8" CORE R-CONTROL PANEL. 4 0 08776 Qin ov Lu 9 3/8" CORE R-CONTROL PANEL. " P TAPE CONTINUOUS 9 3/8" CORE R-CONTROL PANEL. // / /j�/ /�// R�FESSI�NP� Lu z 8" R-CONTROL SCREW 12" O.C. TYPICAL. -5 5/8" CORE R-CONTROL PANEL. I- 62„ -f (2) 10D NAILS ® 8" O.C. I� ® INTERIOR SIDE. / / C TYPICAL TOP & BOTTOM /j/ /�// /// It is a violation of NYS Education Law Z 1 5" SIMPSON SDW EWP-PLY SCREWS /j // / // 9" SIP TAPE CONTINUOUS Article 145,Section 7209 for any a w Z 6 --I / // // / // ® INTERIOR SIDE. person,unless he is acting under the Q �j � Lu LU 2 � G 24" O.C. TYPICAL TOP & BOTTOM /r// //// //// direction of a licensed professional W � � o N CORNER D T A I L (DBp �WALL/ROOFA X SPLINE DETAIL / //// engineer to alter this item in any way. w F / / 1 1 /2 = V-0" 1 1/2 = 1 '-0" 1 1 2" = 1 ' -0" 1 1/2 = 1 -0 N w � N � 1 3/4" X 24" LVL BEAM. u -., '0 0 - /// SIP WEIGHT °a O > HICKNESS (psf) Lu I� 41/2" 3.2 C C - BEAM F.ELD BACK 1 1/2" FROM 6 Il 2" 3.4 H O r-, OUTSIDE', SKIN FOR INSULATION. 6 Il 4" 3.6 a D E v 10 1/4" 3.8 W U 'O �T�j T 12 1/4" 4.0 H `0 � ca LI 1 V LI DE TAl� SIP R-VALUE R-VALUE 1 1/2" = 1 '-Q" THICKNESS ® 4.9 ® 6.0 4 1/2" 14.9 16.0 6 1/2" 22.6 24.4 8 1/4" 29.3 31.7 10 1/4" 37.0 40.0 12 1/4" 44.7 48.3 WOOD BEAM, SEE PLAN Mechanical Ventilation R-Control SIE' constructiorn effectively eliminates air infiltration toto and exfilteration in a structure. Energy robbing air changes are 2X6 WITH 16D COMMON greatly reduced. For this reason R-Control SIP Manufacturers re- W NAILS ® 2" O.C. STAGGERED quire that you use an air exchanger. R-Control also recommends CC TYPICAL EACH SIDE OF BEAM. that your structure be analyzed by a qualified HVAC representative W �D I E to determine proper ventilation design. Refer to R-Control SIP Z Technical Bulletins sip no. 2000 and sip no. 2051. W CO 0 W SIP WALL PANEL TYP. Note: Contractor/Panel installer must drill holes thru all wood components U Splines, shoe, plates, jacks etc.) Z e-1 Q-� To be compatible with wirechases U in panels. Contractor to mark W wirechase locations on panels. Q Note: If Verticall Wirechases are needed r D r { O O please indicate on drawing. W Shop Drawing Review ,1 For all Pages of Shy Drawings w O �' Z _>, FASTEN SKINS TO BOTH EDGES OF EACH 2X6 BLOCK WITH 8D COMMON Cl Wall Dimensions O a NAILS ® 2" ON CENTER, TYPICAL. ❑ Wall Heights ❑ Rough Opening Dimensions ❑ Rough Opening Locations ❑ Floor Heights ❑ Beam Sizes and Locations ❑ Roof Pitch LO POST IN SIP WALL, SEE WALL ELEVATION. ❑ Wlrechase Dimensions ' W ❑ Dormers d Protection: Protect installed product and finish surfaces from damage during construction 1. Roof SIPs: Protect roof SIPS from weather BEAM /� KE DETAIL- by roofing materials to provide temporary 0 C 111J T protection at the end of the day or when (12 NOT TO SCALE rain or snow is immenent. 2. After installation, cover SIPs to prevent T contact with water on each exposed SIP �J edges and faces. ^ See SIP-101a for Do-AII-Ply E:� O Don't have Top Plate. at top and bottom plates. R-Control SIPs Dos R-Control SIPs Don'ts OSB facings R-Control Do-AII-Ply and SIP Tape Top Plate. W andO O [-+ untreated Co plates in 60 Q 1.) Handle SIPS with appropriate care. 1.) Don't drop SIPS on corners. 1.) Make certain surfaces are clean, dry, and free of dirt and direct --R-Control SIP. a- 2.) Store SIPs fully supported off the ground. 2.) Don't store SIPS directly on the ground. Don't contact i reign materials prior to placement of R-Control 3.) Protect SIPs from weather with breathable covering. 3.) Don't leave SIPS exposed to weather for an extended have ° with Dc-AII-Ply or SIP Tape. R-Control Do-AII-Ply 4. Lift and lace SIPs with appropriate e ui ment. period of time. unsupported ° 2.) Store R-Control Do-AII-Ply and SIP Tape in a warm 1/2_" diameter I REVISIONS: pq p concrete. 5.) Provide level and square foundations or supporting 4. Don't lift or lace SIPs without appropriate e ui equipment. OSB facings. area prior to installation duringcold weather. i i R-Control Do-AII-Ply DATE: 03-05-2019 p q p Piece Do-AII-PI in straight CONTINUOUS 1 2 in. continuous bead. l 1/2" diameter floors. 5.) Don't overcut OSB facings at openings. 3•) y g / 6.) Install SIPs in accordance with approved drawings. 6.) Don't have SIP facings and untreated plates in direct Don't have diameter beads as shown in details. I, continuous bead. 7.) Separate SIP facings and untreated plates from contact with concrete. additional 4.) Place R-Control SIP Tape at joints between SIPs as contact with concrete. 7.) Don't have unsupported SIP facings. cap plate shown in details. ill less than 5. After SIP Tape installation, use a hard roller to apply li 8.) Support both SIP facings fully on foundation or floors. 8.) Don't have cap or sill plates less than full SIP width ) P 9.) When using Cap or sill plates, use equal to full SIP or have plate joints aligned with spline joints. - full panel pressure to the SIP Tape surface to promote adhesion. ,I l width and offset plates joints from spline joints. 9.) Don't install SIPS without adequate bracing. / width. E,) Apply SIP Tape or equivalent vapor retarder on interior it 10.) Don't cut SIP facings for electrical chases, use factory l or exterior of SIP per climate conditions or code R-Control SIP. 10.) Provide adequate bracing of SIPS during installation. provided chases in SIP core. d requirement. 11.) Use factory provided electrical chases in SIP core. 11.) Don't have cuts in 2X or I-Beam splines. Don't 7.) Refer to R-Control Do-AII-Ply and SIP Tape material safety R-Control Do-AII-Ply have d;;ta sheets. 1/2" diameter 12.) When using 2X, engineered wood, or I-Beam splines, 12.) Don't overdrive fasteners into SIP facings. unsupported Don't I it ' li continuous bead. use only continuous members. 13.) Don't have unsupported horizontal joints in walls. horizontal 14.) Don't install plumbing in SIPs. joints in wall. n 0 2X ve nor s ill l 13.) Provide appropriate end bearing for roof SIPs. 15.) Don't install recessed lights in SIPs. liFactor 14.) Install fasteners flush to SIP facing surface. 16.) Don't install SIPs without structural review by a I-beam IF R-Control Do-AII-PI Y l Y splines. i 11 electrical 15.) Protect SIPS from weather as soon as practical after qualified design professional. i� 112" diameter chase. installation. "J(`iF : It is the responsibility of the installer to apply continuous bead. 17.) Don't make any field modifications to SIPS, such as Don't � P Y pp Y it IDATE: 02-15-2019 16.) Use code approved flashings and exterior wall & roof IR-Control Do-AII-Ply and R-Control SIP Tape openings/penetrations, without review by a qualified overcut it I�, DRAWN BY: RAD coverings. design professional. OSB 17.) Use code approved thermal barriers on interior. properly. r g �I II� 18.) Have SIP structural requirements reviewed by a fat s Failure to install R-Control Do-AII-Ply and SHEET: qualified design professional. openings. R-Control SIP Tape in accordance with instructions Bottom Plate and as shown in details will reduce the durability of 19.) Have any field modifications to SIPS, such as the SIP structure. openings/penetrations reviewed by a qualified design Bottom Plate professional. Note: Please refer to R-Control SIP details for SECTION SECTION 3 instcllation techniques. p Updated 1-16-12 Scale: NTS Updated 1-16-12 Updated 1-16-12 Updated 1-16-12 proper q Updated 1-16-12 Updated 1-16-12 Scale: NTS R-Control® SIP R-Control® SIP R-Control° SIP R-Control® SIP R-Control® SIP R-Control® SIP TITLE: NO. TITLE: NO. TITLE: N0. TITLE: NO. TITLE: N0. SIP Do's SIP-100 SIP Don'ts SIP-100a SIP Don'ts SIP-100b Do-AII-Ply and SIP Tape SIP-101 Do-AII-Ply® Application SIP-1010 TITDo-AII-Ply® Application NO. 101b ------ SCALE: 1/4" REVISIONS: EL.45.0' -4 42.5' 5.0' 42.5' IN 6o 9'-3" polo 8.0' 8'-0" 8'-0" HOUSE DARK BROWN LOAM (8.0'MIN.) SITE DATA. SCTM # 1000-55-02� - - - 0.5' j FF EL.45.0 ' � OL I I I I DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL: APP.RO ED AS NOTED FINISHED GRADE EL: 44.5 I I I FINISHED GRADE EL: 44.5 I I I BROWN SILTY LOAM DATE: -3 G2 FINISHED GRADE LOCKING CAST PROPERTY: 40001.0 SQ. FT. 0.918 ACRES SM c � B.P. -SS 7 CLEAN IRON COVER FEE:= rCl(JgY. ! -- -- _ OUT � Z ESTIMATED AREA OF 26000 SQ.FT. _ _ _ _ _ INV. GROUND DISTURBANCE: 4"dia. PVC EL: 43.5 NOTIFY BUILDING DEPARTM qT -' INV. INV. 3.0' --- I {LEAN - @ 1/4"PITCH 4"dia. PVC EL: 4. ELI 4. 765-1802 8 AM TO 4 PM FOR THE - = OUT =-_ - -- INV• INv @ dia PITCH FOLLOWING INSPECTIONS: j ! EL: 43.5 EL: 43.3 INV. INV PROPOSED HOUSE: 3614.8 SQ. FT. 9.0% 350 CU.YD. 100 CU.YD. EL: 42.5 19 3EL1. FOUNDATION - TWO REQUIRED -_ ___-_! : 42.4 INV. FOR POURED CONCRETE _ ', r=_ � , _�_ 56" EL: 42.3 PROPOSED PORCH: 4365.2 SQ.FT. 10.9% 200 CU.YD. 50 CU.YD. 2. ROUGH - FRAMING & I ' " o" PLUMBING r FLOW-� 3. INSULATION 4"dia. PVC 4. FINAL - CONSTRUCTION MUST 4"CAST IRON PIPING TO @ dia PITCH BE COMPLETE F EXTEND 2 FT.MIN.INTO - o DRYWELLS: 40 CU.YD. 10 CU.YD. :. OR C.O. _ � - -- - i---- • • - - - - - - - - - - - - ALL CONSTRUCTION FOUNDATION WALL 84 102" 00 JCTION SHALL MEET THE ----- l000 d.SEPTIC TANK INV. SEPTIC SYSTEM: PALE BROWN FINE TO COURSE S��UIREMENTS OF THE CODES OF NEW ' I S EL: 37.8 - - 75 CU.YD. 25 CU.YD. Sw YORK STATE. NOT RESPONSIBLE FOR { DESIGN OR CONSTRUCTION ERRORS. zz 3'CLEAN 3'CLEAN SAND COLLARJ. SAND COLLAR TOTAL: 7980.0 SQ. 19.9% 665 CU.YD. 185 CU.YD, 8'X8'LEACHING POOL 8'X8'LEACHING POOL INV. -"` M EL: 33.5 MEETS&BOUNDS BY: PECONIC SURVEYO SURVEY DATE: DECEMBER 27,2011 C MPLY WITH ALL CODES OF Z TOTAL LEACHING POOLS: (2) � 17' NE YORK STATE & TOWN CODES _ GROUND WATER NOTE:WATER ENCOUNTERED ASR QUIRED AND CONDITIONS OF 4 S 44EL.28.0' TEST HOLE DATA ^ � I CONSTRUCTION McDONALD GEOSCIENCEBOARD Es ► ENTRANCE O DATE. 11/29/2007 301 * 77 ' � I 77030 '20 " ---_�_ EL. 47.5 QUj a - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - H O 8'dia. O \ I I OCCUPANCY OR � _ ADW/ ;:CATCH BASIN:: UNLAWFUL \ O r� USE IS I ; :: CN WITHOUT CERTIFICCYNATE I L.L.I \ rum"OF OCCUPANCY � I lo,0 \ 140.0 R C A DRIVEWAY,. *,. *,. ". M II I U -0 ry) DRAINAGE INSPECTION'S ARE REQUIRED / I Contact TOS Enoaneering at 765-1560 beforePROPOSED �"' I I I O N All" WM Backfi"I,OR Provide Engineer's Certification � ' that the drainage has b^en installed to Code. � / I I I Uj 32.31 - 78.3' � � H 45 - CN rm" - o 1 STORY HOUSE & STUDIO I N ~ 1 t " Q II I U M N N FIN' FL. EL. 45.0' M 5' SEP'ERATION BETWEEN 00 % GAS AND ELECTRIC LINES DRAINAGE CALCULATIONS. HOUSE / STUDIO: 7980 SQ. FT. PLUMBER CER TIFICA TIONI - _ _ E_ _ LEAD CONTENT BEFORE 100%RUNOFF / 2" RAIN/HR = 1333 CY I � 9•gt E - E - ON CERTIFICATE OF OCCUPANCY PROVIDE: (4) 10'DlA X 5'DEEP DRYWELLS - I I /1 O'dla� /10'dia� 10' MIN � � 120.3' M (CAPACITY: 342 CY EA.; 1368 CY TOTAL) SOLDER USED IN WATER ---PROVIDE GUTTERS, DOWNSPOUTS PER CODE-- I I I DW I DW \ SUPPLY SYSTEM CANNOT I I ✓' o EXCEED 2/10 OF 1%LEAD. DRIVEWAY: 1000 SQ. FT. COVERED PORCH 50* 100%RUNOFF / 2" RAIN/HR = 167 CY I \ 0 F PROVIDE: (1) 8';DIA X 4'DEEP DRYWELL I I ' , In 4 5 o •�LaJMBINC (CAPACITY: 169 CY) I �0, z /, 140.0 Ael.PLU��B;NG WASTE I I as °` T o :E &WATER LINES NEED- TEST HOLE o v TEGTtG:BEFORE COVERING I ' II O I ► I45 � 2 � t U o 110d1a. 110d1a. I LnU m _ i IN TRUSS PLACA.R®I^!G REQUIRED CONCRETE DW DW I \ / \ / .► o w � O / \ WASHOUT 1000 gal - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 ELECTRICALI ST r � 4111tINSPECTION REQUIRE® I I Cb,' cQ. I TOP SOIL L r �.- U)1 'Mr w LOCATION r l CV . -I' V u \ / � I 1 HAY BALE OR SILT FENCING to DO NOT PROCEED WITH !�""'� I I 8'd 1 a. , , , / I I ` IIMPROPO ED WORK AITS OF CLEARINC S BE + - + O FRAtt�ING UNTIL SURVEY 8 8 d i a• - / / IN MORE THAN INDICATED ON SITE PLAN � - OF FOUNDATION LOCATION I ( 8'deep 8'deep �, � C'��' I I � �--• No � r; " EMIN4 N HAS BEL.1J APPROVED: �, LP , / � I I � �' _ LP I r o �■.,.. I 0 Blower door I I EP 4nd ductvrork 0 g required. x testis I ID EL. 44.5 5' MIN. - - - - - - - - - - - - - - - - - - - - - - JAll I 9 exterior lighting E ,� I299 . 04E 0 Installed, L. 47. .r��,`.� c �.� R M`•1 �,d,replaced or '. repaired-shall conform , to Chapter 172DRA' of the Town Code SITE PLAN SCALE: 1" = 10'-0' 7 Must provide Manuals25 ' RGHT0FWAY 2 t as 44D,1 p and S per ��_t��,`,�-y,,•' NYS Energy Code REVISIONS: — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � W I � o N � OC/1 I � xw D O O W ' Q•1 z " O PROPOSED NORTH ELEVATION SCALE: 1/4" = 1' w � 1 � h � O d' v� 57'-O„ M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N v i 12 m n w o Q 3 0 p v rn O `~ Co � z o 71 cf) V) z -ml - - - - Lf-) U cl, w v � W O N C!1 N ' V O Emu, N ` � H PROPOSED WEST ELEVATION x SCALE: 1/4" = 1' ., fir•?!;:'„ r 's $ +qy DRAWN: MH/MS SCALE: 1/4"=1'-0„ 9,3 ". 2 "3 JOB#: March 06,2019 t 'a SHEET NUMBER: 0 . A- REVISIONS: — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — W O � N W � � W � W o a � NO h� PROPOSED SOUTH ELEVATION SCALE: 1/4" = 1' x W W O W � � � Q a o r—+ M 57)-0" , 0 m i cn m ai � 12 X 0 12 w � ' v 2 O 0 rn U — - - — - — - — - — - — - — - — - It v Cn N v .0 W I 0 N (m 1 . . . . u N x PROPOSED EAST ELEVATION SCALE: 1/4" = 1' "_,i DRAWN: MH/MS +;" X% SCALE: 1/4"=l'-O" JOB#: March 06,2019 tr ' SHEET NUMBER: REVISIONS: • V �v v p v ^� U v v p v v p u v ry v v v v - p v v p v v ly v v - ry v v p v v - p �v v p v V v - v v v v v v v v v v J74�p. p v 4. v p. p. � v 4. gyp. o v A• p• p° v 4' �� p' D �� v 4• �V p• p� �� v 4' �� p' o _L1 v 4' �V p• p' .� v 4' �~ p• p' �� v A• �V p p' v 4' �~ p' n' A• �� pA• �V p' p' �� v 4• �V p' p' v 4• �V p' D' p' p• v 4• p' p' v 4' p• p' Q v 4• p' p. C1 v 4. p. p. p v 4' �� p• p' p v 4• yV p p• V v 4• p � Q 4�. d �. d • e . d �. d . d �� d r d D. d r d D. d r d D. d • d �.' d r d �.• d r d Dom. d • . d Dom. d r d per, d d per. d r d pe. d . d D d • . d Dom, d r d p•• d ° d per, d a r d per, d e . d Dom, d . d Dom• d . d per• d e r d De. d d p-. d p v � v �r v '. v �. v •r v 'r v . v v . v ° v . v .m�C rv . v r v . v r v . v r v . v . v r v r v r p p�� I,A D p4° p n• Q� , v4 p •D. Q� . p4 p n• Q� p4 p D• Q� . p4 �. p n• Q� , v4 p D• Q� p4 p n• 0� , v4• p n• Q� p4 D p ,� D. �� ` OA D p aD. 0� ` pA p D. 0� • 1L3'L:f D' at' • D. Q� 04 t�, p $ v • v4 p $ •D, �� p4 p ,� �D. Q� • p4 [7 D. Q� p4 p •D, Q� . p4 p D� Q� p4 �7 D� Q� p4 p ap, 0� p4 p p, 0 p4 p ,a a• a p • 4 p�. 120'-0"10 p;p D D• Q. `4' 32'-0" 10'-0" 78'-0" pp o 0 •4 _ Loa, d�4. w n . r rf r " f rf ,f , " r rr f » , " f " fr » ` a D N 4 —0 19 —6 4 —0 6'—0 3 —0 4 —0 20 —0 4 —0 21 —0 4'—0 19'-6 4'—0" % PORCH w •� D p' apea�.d D�D,r �u•'• 'DDa >•' 'D v-o•- .., J D .v . D . d v� p,•v gyDp,a--Do-'a'v�D D, pv�'n4 C.>, a Do,•a6"TH-IC-rK-CONCRETE SLAB,LAB. ' ' , REINFORCED WITH 6X6 10/10 D �•e D'p,Q a aDo avEXTCOLUMN FOOTINGpD av WMM OVER COMPACTED 3,DEEP w/ ,dv dv• o• EXT.;OLUMN FOOTING: 1a SOIL�TI�3 DEEP w/(4)#5 REBAR e.w. (TYP) r — — — — — 4, V4 q .4 ad,;4 c DPROVIDE SHELF ALONG EXTERIOR PERIMETER FOR PORCH SLAB(VIF) v v Q, v.17' i 4 (4)#5 REBAR e.w. (TYP) D4 a4 p � ,D I ---- D ----------------- -------- - ------ ----r--------------------------------------- - ' - ------------------------------------------ ' -� ----------------------------------------------------------eovA A•�e-D•ad- dD.D'o - .v d v ,AA dr•p4 o n�Qpv4d 177�77177 °< O ZQaO a . y D °, I • , 0 4 e v . . - D _ D D • e I I < i D . `D 1 1 _ - '� - � T: V Fav _D_b �_D �v. � p � ��-r�o - I 1 f• 6" Q D,' rr 1 ' °� rf , ' O . , t• INT.COLUMN FOOTING: �. . INT.COLUMN FOOTING: . ' , 1 6 1 12 —3�/a ' q 16 —83/a 1 Q ,D D d •p D p D D , '•' 1 I 4%4'Xl'DEEP w/ ° v ' ° 4'X4'Xl'DEEP w/ d 'D ° 5-5/8"w 8"h STEM WALL ABOVE 10"PC WALL (2)#5 REBAR em. (TYP) (2)#5 REBAR e.w. (TYP) WITH 18"X12"CONC.FTG.T BELOW O 6.1/2"w 8"h STEM WALL ABOVE 10' PC WALL (2)#5 REBAR ALONG EXTERIOR WALLS(VIF)i , WITH 18"X12"CONC. FTG. (2)#5 REBAR •� i n� ALONG EXTERIOR WALLS(VIF) D • ' I �,f i ' ' 0 0 ' I rf r r, f rf f ,r r n f n n I I v d h+1 12'-91/2 4 —0 10 —9 4 —0 1,3o-39' 4 —0 9p-3p1 4 —0 14'-31/2 I d' ' ' I ' ' RADIANT HEAT �.' I I 1 •4 D t� i SLAB 1 ' O I � I •. I i i °D�;� � i i � ' I 4 per. I '.V d � I I I q • 1 ' ' 1 � ' I ° 4 � I •a I I � � 1 I � ' 4 aaQ i 1 Y'i�4 i I _ _ I i ' ' �• I ° D4: PORCH 1 COI -coI i I 1 6"THICK CONCRETE SLA 3, i �,�• i _ i i 1 I p o REINFORCED WIT 6X61(/10 ' ','a O O 1 'rd WMM OVER C MPACT D j� SOIL(fl ' q ° ALL WALLS, OPENINGS, COLUMNS/ FOOTINGS, AND ) i i 41 i N N INTERIOR/ EXTERIOR SLAB SUPPORT AND FOOTINGS 4 a D• o o ; "� ' TO BE REVIEWED AND VERIFIED PRIOR TO , ' o o W O ,o ' CONSTRUCTION. ADJUST AS REQUIRED PER ' �j N 00 OM MONOLITHIC FOOTING ''d i •4 UNDER BEARING WALL a HOUSE ; M 1 STUDIO MANUFACTURE REQUIREMENTS AND STATE/ LOCAL CODE. ABOVE(SEE DETAIL) N 6"THICK CONCRETE SLAB,REINFORCED WITH N 6"THICK CONCRETE SLAB,REINFORCED WITH 4 E"( 0 6X6 10/10 WMM OVER 2"(R10)DOW BOARD 6X6 10/10 WMM OVER 2"(R10)DOW BOARD D D,. INSULATION OVER COMPACTED SOIL(TYP) AI 1 INSULATION OVER COMPACTED SOIL(TYP) O O •. 1 , 1 I•� I I I I I D�•a I , a I I I I , P )RCH ;D.6"THIO CONCRETE SLAB, p REINFORC ED WITH 6X6 0/1 pon nn 1 WMM OVER CON IPACTED p�i a i .• I i ' OIL TY( P e9"4, e I t I `' ' a 4 (1 RADIANT HEAT I L%. SLAB } <' w I I ' � I N 1 i i I p c• 1 a D,• r I , " r " f n r " f " r " f rr r fr 14 —3�/2 ' I I D•p D'•� ��'' ' -- - ---- ----- 12 —91/2 4 -0 10 —9 4 —0 13 —3 4 -0 9 —3 4 —0 ' •a I 5-5/8"w 8"h STEM WALL ABOVE 10"PC WALL 1 4.4 avp O i n�' i 1------ -------------------- ; WITH 18"X12"CONC. FTG.3'BELOW p I 4 (2)#5 REBAR ALONG EXTERIOR WALLS(VIF) I7�i I i i CD 4 t1 N iv d'4, i 1 INT.COLUMN FOOTING: INT.COLUMN FOOTING: O i ', „ 4, O 1 i 4`1D 4'X4'Xl'DEEP w/ D 4'X4'Xl'DEEP w — 1 , ----- -P- -�ado - (2)#5 R---- w. �P) ---------------- D-p gD .4Q - D P _D .40 (2)#5 REBARe.w.(TYP) D �_'_� D 'dv 1 �. a �O m ti REBAR e. -2 d v Al pL°'�dda.D.DDC4g ao.r�.'°`p�D04Ara a 1L•).,. � dQ v D.D�4 o•v0�ND. .Qa ,ao dQ v.4PD 4 D`.4DD Q a noD.'v_4 D a eD.D._a r.Drr-o`'QaA•- o dQ v•0D'o4 o•vD D. n.0a rc d o4 •vD . o.Q � °v dv 4 .vp r o.Q rc . v4 P.D'4-•'.•vQD,,.D•-odd.°Q rv . v 4 ` •D . orQ c n. v LJao4 v , r . v 4 . . i a. ..Dv'a • o,4" D•d '. • "v . v o44� v . . • a . v o4 v . � • n ' .�` DD • '�"d Dr . 1 . . v '4 vQ . rQi . v `4 vQ .d. Q� d v' .�4�vv,aDQ. . d. •v -d.�v Q ••4 v Q d• � g v •4 •vQ `a• • 6. v `4 .vQ _ op 4•v.� `A4 v�°A•. g oI v.D •4�, .vp� . v d e'j D°'a1n•DD odQpo4 oD D°,•: ppo4�4,v � U,+YOv v d v v'b ---------------------------------------------------------- ' --------------------------------------------------------- --------------------------------------- •-- - -------------------------------------------_-----------_------ -v - ------------------------- --------------- - - - --------------------- 4 Q 4 OL ( V, . , ' 1 � , -, � . : N 6'—3 . 3'DEEP — — — — — 16 —3 — 3DEEP W/ • o v4 4 p v 64 4 e. (4)#5 REBAR e.w. (�P) 4 o• (4)#5 REBAR e.w. (TYP) uO�' Q. ' 6'4 ' ' d rd 4 0 Ln 4D N4'-0" 19'-6" 4'-0" 19'-0" 4'-0 20'-0" 4'-0 21'-0" 4'-0" 19'-6" 4'-0" E 10 20'-21h" 62'—31/2 40'-6" 10' " PORCH —0 18 -81/2 62 -31/2 39'-0 10'-0" 6"THICK CONCRETE SLAB, REINFORCED WITH 6X6 10/10 ° WMM OVER COMPACTED 4" SOIL(TYP) v �C�WU D o D o o D � o .QvD` o Q i O�' Qi ra ' d. ♦ 0 ad FOUNDATION PLAN SCALE: 1/4" = 1' Q,u e 0DRAWN: MH M.", .,S SCALE: 1/4"=11 \' -vE40' " JOB#: ` March 14,2019 SHEET NUMBER: A-3 REVISIONS: 120'-0" c° N 32'–O" 10'-0" 78'-0" w 13'-2" 2'-3" 5'-01/2" 9'-9" 'r 77'-1" w 0 o� IIII O 11I11 5-1/2X5-1/2X1-4 II111 5-1/2X5-1/2X1-4 II1I 5-1/2X5-1/2X1-4 1II,I 5-1/2X5-1/2X1 -4 TUBE STEEL TUBE STEEL TUBE STEEL TUBE STEELO I COLUMNCOLUMN COLUMN COLUMNLL 15,-71/2 140-90$ 17,-3 13r-3 17,–11/2 O " O CON O O O Ln O BEDROOM No. 2 60, 31/4„ 16'-93/4„OO w LO 0z ' Ln 7'-2" 8'-103/4„ In n 1 1 1 Lu m r - - � ]� 1 24X24 • O O 2'-4" v — I I z SKYLIGHT N I(OPERABLE)� PEX 0 w f QO _ I I I MANIFOLD ON DEMAN L - - J � 1 1 1 H2O 0 O NN BATH No. 1 i W I I W W Lu BATH No. 2 .. N N 0 STUDIO �'" I [—� W o 0 0 N V CONDITIONED V V73 • ♦ JI IJ IJ � co d O 2'-4" > > > in > I zaxza p i1) O O W �' r-6° i s STORAGE SKYLIGHT VOM VOM I OPECRABLE) '0) N LL LL LL L JII q------------------------ V1O N 1M 8P-O$$ 4,-101hf, 7f-7f9 ,-21/2f 7r-61/2f Ln V _ ' n ' n y I N 1 1 N , N 2-42_6ELEC.N I C) .-- tt !Y O , hl-I O M I 5/8"TYPE-X FIRE RATED SHEETROCK I M I M -v TESLA POWER WALLS(TBD) ON WALLS AND CEILING PER CODE 1 APPLY DOUBLE PLYS AT DROPPED GIRDERS 1 1 2'-4" \p O vl Iv I v 1 1 1 7'-2" 8'-103/4" =N LIVING /DINING I I ----------------------------------------------- J =N CONDENSORS 13EDROOM No. 1 TO BE LOCATED � v � ON TOP OF ROOF z in 1 1 1 Do 45 IN FIRE RATED DOOR I I I I I O w 00 w/STEEL JAMB,SC HINGES 0 cu I , II I N co , , m HALL 13'-2" 17'-7" - 5-1/2X5-1/2X1-41 5-1/2X5-1/2X1-41 15-1/2X5-1/2X1-4 15-1/2X5-1/2X1-4 Ln r o io " TUBE STEEL 1 TUBE STEEL 1 I I 1 TUBE STEEL TUBE STEEL O m ;:; 1 W COL MN COL MN ; COL MN 1 COL MN `p -21 6'-0" X o GLASS PANEL OH DOOR c-+ u T � � mC@ 1 1610" V u Ln v P4 U \ u 4f-91/2,r 12'-91/2" 70, 38'-6" 38'-61/2" m u m 17'-7" 10'-1" 77'-01/2" 24'-0" 23'-0" 24'-0" 25-0" 24'-0" w � N � 10'-0" 120'-0" 10'-0" Emo U w u u O d S N R303 LIGHT / VENT FOR HABITAL ROOMS: FLOOR PLAN E W PROJECT NORTH LOCATION: AREA: 3/0 DOOR: 6/0 DOOR: 16/0 OF DOOR: TOTAL: LIGHT: TOTAL VENT: SCALE: 1/4" = 1' N BEDROOM No.1 158.8 SF 1 14.4% 10.5% V) BEDROOM No.2 200.0 SF 1 11.5% 8.4% LIVING/DINING 272.7 SF 2 16.8% 12.2% KITCHEN 147.6 SF 1 15.5% 11.3% STUDIO 2208.9 SF 1 1 1 6.5%** 7.4% NOTE ** ARTIFICIAL LIGHT TO BE USED THROUGHOUT PER CODE(TYPICAL Ci ;".. DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: March 14,2019 SHEET NUMBER: A-4 REVISIONS: 62'-0" 22" X 2^ I I IF'I STEEL ROOF ® JJJ...�2• 6 O D �2" AS DESIGNED BY OTHERS I I I F TYPICAL ROOF w/EPDM INSTALLED PER MANUFACTURE FASTENER TYPE: SPACING: No BWOOD-SCREW `I r I r ' II I I ( I� I� f 2'-6" DBL.2X12 DF#2 @16"OC BASEDWITH 16'a 2In.EMBEDMEBE04E NT LENGTH Na.10 W000-SCREWS BASED ANCHOR WITH 16"OC 21n.EMBEDMENT LENGTH 1/4,,.Ala.IAGSCREW BASED ANCHOR WITH 16'OC 2In.EMBEDMENT LENGTH 1 \ 1 I 3/4'APA PLYWOOD SHEATHING 1/2"APA RATED SHEATHING 1 1 GRADE PLYWOOD I I I I I 11 / l 1t (ALTERNATMVE:7116"O.S.BJ GRADE PLYWOOD STEEL COLUMNS 1 1/7 APA RATED SHEATHING I I / 1 1 I I I 1 (ALTFRNATNNE.7n6°osBd I ' � � I O I ( I ' j �I I 13'-0" 12'-0" �I AS DESIGNED I I I BY OTHERS FASTENER TYPE: SPACING: I f l I I ` J I / I , I I f PORCH rT, l \ I ` 2X STLDS Na.B WOOD-SCREW l` I l` DF#2 I BASED ANCHOR WITH 10"OC If 2In.EMBEDMENT LENGTH WINDOW SILL II 1 1 (TYPICAL WINDOW OPENING N".1DwooD-scREws ( y N t TIA BASED ANCHOR WITH I2'OC I I y l I PANEL SPAN EQUAL OR SMALLER 21n.EMBEDMENT LENGTH I 6°SIPS EXTERIOR THAN 4FEET I I } i I 2X5-5/8"(RIPPED) (VIF) � � e I 1/9in.Ah.IAGSCREW I ACQ SILL PLATE BAseDANaloawlrH 16^oC ' WALL BY OTHERS 2In.EMBEDMENT LENGTH _ _ 1 0 AND SILL S E SHIELD F11[1 ❑ [TI [] AND SILL SEAL SIMPSON STHDB TYPICAL DOOR OPENING PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: OG2 E WITSTUDSSTA CONNECTED No.8 WOOD-SCREW 6"CONC.SLAB w/6X6 10/10 WMM AND EQUAL OR SMALLER TDGETHER wlrH STAINLESS STEEL THAN 6 FEET OR GALVINMED BOLTS W/WASHERS BASED ANCHOR WITH B^o[ GRADE 2n.EMBEDMENT LENGTH — ——-— —i = __ __v_ O AND NUTS @ T-0'O.C. a .;4/; ° }n - - - n NR.lowooD-scaEws _�_ GRADE � Z TYPICAL MULTIPLE OPENINGS BASEDANCHORWITH s^DC j�: z a f----------------- ------------------------------------------------------------------------ ---'n 16'• '[�"G,. f-4 2h.EMBEDMENT LENGTH •� `v 2"(R10)T&G DOW BD.INSULATION ' ,`�' SLAB ON GRADE _`\` (W/O FOOTING) [— PANEL SPAN GREATER THAN 6 FEET '• •I' Y '' 1/41o.Ale.IAGSCREW BEARING WALL FOOTING AND EQUAL OR SMALLER BASED ANCHOR WITH 16"OC 36" .•'..36'°,r; THAN 8 FEET (3)#5 REBAR `; r EACH WAY AT W 2n.EMBEDMENT LENGTH J, 24' ,;C� ( ) ALL F r• �• 4 #5 REBAR PER OWNER Q U WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL I 112" PERMIFTER OOTING COLUMN FTGC4z AS PER SEC. 1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" 1 B [44Ii° �L11'l 1 ~ O AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO / +, „ „ „ , „ h"'y W U COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL 61/2 30'-11 �►I 61/2 11 —0 O 01 CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. 12'—6" 1 1 32'—00' 12'—611 ^I^� O 10, 57'-0" IrW HOUSE CROSS SECTION Q F ES'C�I CSoftwareVersion t� 1 . i. SCALE: 1/4" = 1' , fCol"Injollatow -wL 62'-0" 01 Project W - W Exerav Cede: 2011 IEC . � W li Iacetian: SQuthaTA, flew York � v z Construction Type: 'single-felmil STEEL ROOF AS F ject Type: New Construction B DESIGNED � � O BY OTHERS onditiar c Floor Area: 0 ft �' H V F TYPICAL ROOF w/EPDM INSTALLED PER MANUFACTURE Glazing Area 6% 12"SIPS ROOFJY OTHE � O Climate Zone: 4 (SS72 HDDI 21-61 (3)1-3/4X16 ML w/(2)3/4"STEEL GIRDER F'ermi't Date: Permit Number_ Can stirction Ste: vrerJAgerit: Designerfcontractor_ M 3.1E MAIN STRr=ET, LLC Mark Schwerl_-Zarchitect 4G'�a YDIJN S a.'1=PJUG 0- EDx 933 5X5X1/4 5X5X1/4 STEEL COLUMNS SOUTH I D' NY ClJt\C171013tdC, r4Y 1153 5 13'-0" 12'.0" TUBE STEEL TUBE STEEL AS DESIGNED 1-71 - 1E5 COLUMN COLUMN BY OTHERS PORCH aa-lksarchiectlpgrtine.��et 10'-8" PORCH N 1 aai O 6"SIPS EXTERIOR o m v 1 1 D WALL BY OTHERS � 2X5-5/8"(RIPPED) (VIF) � "." 1""�-...... .W:> {• '.mss a .. I / ARM TE SHIELD TE O X O {ltl':7113r tiC: I3. Y Better Than (Code Waximurn UA: 743 'dao-VA: Y;xlmum SHOC: 0.40 Tau"SHC-`: 0-24 w TERMITE SILL SEAL SIMPSON STHD8 48"OC "� � � v This Sit ettI:4rCq-Vk=#Thrn ccdt rndtr r*F*:ta hcrov ecr*In ca�,.rct tai 1rmff*is h-01*d Ian-Coda trr��r-j*,. 6' CONC.SLAB w/6X6 10/10 WMM CU op rt t74e&M71r prcwido an#a`.i-n.'#of#rAr-.y uat or off:ril.t:v�t b:-■ m°rinr -�-c•�d h"MA. GRADE 611 ___ ____+_ ___ --_ _ __ GRADE `G-' T� SLAB ON GRADE "� ? ° ! '° 12" 2"(R10)T&G DOW BD.INSULATION (2)#5 REBAR EACH WAY ;2 °,II,'° ; 1' ° �i (W/O FOOTING) ,__,,__ AT COLUMN FTG - -.- .� u PER OWNER 36" 6"', ; ' (4)#5REBAR UEnye10n0 Assemblies (3)#5 REBAR u ;a PERMITER EACH WAY AT —FOOT � COLUMN FTG C14 �I �s u ••E...;....r.�.n...y..."Oa.•y.. ( t ? 4 f ff 1+ f f, ff f 1f r �, �• 11 —0 — 61/ — 1/2 11 2 11 0 ensu a a�sr 1 3 �' �I-�e�':e _..._ ._ 352. 10.0 0.7 02 231 IF �` 12'-6" 32'-0" 12'-6" P Ceilina 1: FI_s`Ceiling orSclssctrTruss 1.,1174 4.0 3(x.4 0.031 33 FI IC1eiCnq : Ff,sw1�e'sling or cis rTruss 01 2,435 4.0 37.1 4.112E 55 57 —0 U V 'fWall 1: Structural Insttlatef3 Panels 4,23E 22-4 0.14:9. 197 [� 0 ,' Dear l: Massa, 3STUDIO CROSS SECTION100 �9 SHOC.: 0.24 � SCALE: 1/4" = 1 N Do? :Ir2: 'solid 1211 1 .2114 26 � E� C•Iarr.,tafianlcNe Statement: The pTopwed building 'design descried Fere is consistent with the: buifl3;no p1r.rs, specifications, and other Icalculetioms submitted the permit a pplicetion.The prt pored budding he.s been designed to meet the 2415 f ECC requirements in RES6mk Version 4.G.ie a rd to comply with the mandatory requirements listed it die uscheck Inspection Checklist.. V M me -Titfe _1Ona'turle EXT.WALL EXT.WALL TERMITE&SILL SEAL (SIPS) #5 REBAR @16"OC (SIPS) PER CODE(TYP.) OUTSIDE PERIMETER OF BUILDING 6 6101 - 1 1 h ill �Ill�,i�i= Ili=-_ j GRADE GRADE 6" �,. 4:1 ~ X 0 WMM / I (RIO) _ e5� II� Iii ulE� TTf 11 ill III t�.'A- • � -�� 6X6 10/10 WMM � 1 ANCHOR BOLTS AT 6'-0"O.C.AND W/I 1'-0"OF CORNERS, Z .5 A- 2" R10 T&G MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH f 10" DOW BD. '•10" ANCHOR BOLT TO BE ATTACHED TO SILL PLATES WITH o INSULATION 3X3 SQUARE WASHER AND NUT. (3)#5 REBAR 0•e 'e C% o (TYPICAL) •• 0.'.- E" k1 -.. ,.-" 1----►I i�—�I ate ;. > % DRAWN: MH/MS Project Title: Report Nate: 03105113 p�� ; "� �:� JOB SCALE:# 1/4,_1,0„ 1 p� Data filename: Unatieled.rck Eae 1 of 1 �� A2019 CROSS SECTION �a�A� .� March ET NU �. ��3 � SHEET NUMBER: '`� ®fr i4 SCALE: 1/4" = 1' �^""'� �� A-5 REVISIONS: WIND LOAD PATH CONNECTION 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 • ° ENDWALL RAFTER ° CWALL STUD RIPPLE STUD U , BOTTOM PLATE o RIDGE LEDGER B ATHTUB ° HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 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 LOC ATION USP NUMBER DESCRIPTION APPLIC ATION LOCATION USP NUMBERI DESC RIPTION APPLICATION [!2 ER SIZE USP NUMBER DESCRIPTION APPLIC ATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 11-1/4"X12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 o. STRAP APPLY OVER RIDGE TO EACH RAFTE JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / g / 9 6-2x8 LS26 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD X10 LS210 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING Q24"OC WALL STUD W THROUGH-ROOF EXHAUST W VENTS SELECTED AND LOCATED BY CONTRACTOR O METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL Q RIM BOARD CHIMNEY AS REQUIRED ^ Z RAFTER H SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN W F VENTILATION WOOD JOIST � Z/x SIDEWALL FLASHING FOUNDATION TOP PLATE IN B FINISH WALL AND MOISTURE 240 LEDGER BLOCKING a Z STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST Q 0 AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA U 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 a THE SPACE VENTILATED. ALL OPENINGSWOOD GIRDER INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH tON-TIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0" O.C. ke FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE AND SO AS TO MAINTAIN AIR 8" – 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS ACTION 4" – 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. 11 ' CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" – 16" LSTA36 1-1/4"x36' 18go. STRAP AND JACK STUDS �� 8" – 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL / ROOFING LAPS BASE ' FLASHING 4 INCHES RAFTER H BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING O SIDES 4 INCHES AND LAPS NAILED TO SHEATHING �+ SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT � W WOOD JOIST Z TOP PLATE Q GIRDER/HEADER W SIDE WALL FLASHING [� 1ST FLOOR WALL WOOD JOIST STAPPING TO B E ATTACHED TO WALL STUDS X48 OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLIC ATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOC ATION USP NUMBER DESC RIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR, r---qRAFTER/PLATE RT15 TYDOWN ANCHOR IF ABLESET FIR JOISTS APROX1/2" HIGHER THAN LVL HEADERS INSTALL 4'0" O.C. RAFTER TO PLATE OVER RIDGE TO , .AIR PASSAGE M CONFORM TO SLOPE 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE O TERMITE SHIELD r SUBFLOOR N v SILL GASKET WOOD JOISTS m o 01% n v ' NEOPRENE ; x un ^ TYP. CONC. FOUNDATION ^ CONC. SLAB ��` , p m `-' GASKET �, 2x6 /2x8 CONTINUOUS WOOD PLATE �4 p .9 DAMPPROOF EXTERIOR 6 MIL. POLY GRANULAR FILL ° v� I BOLTED TO STEEL BEAM WITH r"' x r 61 IL POLY ON EXTERIOR V , p; x @t, 7 1/2 " DIA. BOLTS © 48" o.c. STAG. ° V s STEEL COLUMN n ° 00 4 4 ° 4 o o ° ROOF JACK \� `�� ' „ u STEEL BEAM °-' v CONC. SLAB ' 'D - ° " o° 4" x 1/4" x 8" STEEL Cu +U, n .� A \ \' ANCRANCHOD COL REMBEDMENT: I . ` / m V COMPACT FILL o i BLOCK WALL: 15" ` ( TOP AND BOTTOM PLATE : � s v V e ° Q ° �� FLLAOFING SHI GLATS ' WITH 1/2" x 6" ANCHOR BOLT �Ln U KEYWAY FOOTING o /� m d ° �� 4 CONC. FTG. p n'p G o' SIDES AND TOP v ^ , ^ ; O ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS 1/2" GROUT N h v (USP LBPS58 OR BP583) W I I 3" STEEL COLUMN �+ p � REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT - � I � ( 10 KIPS ) DRAIN TILE D SUPPORTING MAXIMUM SPACING FLASHING LAPS , SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC TYPICAL BEAM DETAIL C/1 TYPICAL CONC. FOUNDATION. APPLY PILASTERSSILL PLATE TO FOUNDATION 2 STORIES 36" OC W WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATIONU SLAB-ON-GRADE 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL 0 SUBFLOOR Q' CONC. SLAB I I DOOR FRAME 6X6 10/10 WWM GARAGE ---i i JOIST N COMPACT FILL ' DOOR G — USE 2X8 STEEL B EAM a, -'. FOR BLOC KOUT IE 4" SLAB f. W/ 6X6 WMM \ I I SLOPE P.T. PLATE �" 4"DRIVEWAY —® NOTCH JOIST AND ADJUST HEIGHT U ' 1/2" AIR SPACE (WITH A NAILING PLATE IF NEEDED) AT END AND TO BE APROX. 1/2" OR HIGHER THAN ES OF WOOD D , ° ° STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE ° '�-'-'�v"--"-' �• BEAMS - I o '° D o ° D `• > '° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 6X6 W.W.M. 12" .° ° ° �.° o' ° D o II= II1.I IIE o .'D o �` - O , iLI SUB FLOOR MIN. �.n ° '^ �'Q �'4 �'� ° _ NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM • cl REINFORCING BARNOTCH EQUALS 1/4 DEPTH OF BEAM �1 D o ° o° , II�II 01ST REINFORCING BAR DRAIN TILE 12" o d° SHEET METAL / 30# FELT UNDER BEAM AT POINT Ill n ° ° STEEL BEAM ?a. OF CONTACT WITH CONCRETE OR CONC. BLOCK Ep r :tf1 o ° 3" PLATE (BOLTED TO BEAM) TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ,A �° SHIMS TO LEVEL BEAMr REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. N.kNJ q , —�.,r". DRAWN: MH/MS 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR B LOCKOUT ` y��' �• ,F, ' SCALE: 1/4"=1'-O" BEAM POCKET _,.`v.°j :��! ' �• JOB#: March 06,2019 SHEET NUMBER: ell 73 -6 � 6 _ - 11 - , Nv A A REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: ('JOENERAL 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. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-Sd COMMON RAFTER TOE-NAIL 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) 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 CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL 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 TO TOP PLATE 10'WALL: 4-8d COMMON JOIST 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 DESIGN CRITERIA CODE: 2015 IRC, 2016 NYS UNIFORM SUPPLEMENT 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 WFCM - SBC LAP NAIL AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES 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 FRAMING ELEMENTS OVER PARTITION WFCM - 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 WFCM - 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 ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) PER NYS 301.6 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) ROOMS OTHER THAN SLEEPING 40 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ( ) 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 under NAIL 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 (DESIGNED FOR CAT.C) precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL P P P P g P2 - 16d COMMON LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION W anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 H C) 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 INTERSECTIONS 4- 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE w Z 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: 4 STUD TO 24„ FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE Q 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 2 - 16d COMMON NAIL O.C. U attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and STUD FIRE PROTECTION Sym.: SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gyp P 16d COMMON SMOKE & CO2 DETECTORS sum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16" O.C. FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. O H HEADER ALONG EDGES NAIL 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 rn in table 3.15a-b. TOP OR BOTTOM 2 -16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION O O 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 -16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC U 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: Type Il exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA a length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING MODERATE SLIGHT TO 20 PSF 130 6 SEVERE 3 FT. 4 - 8d COMMON - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE 11 NONE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: � l Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE V 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table 2 - 8d COMMON SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. P TO JOIST END NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD l 3.5. BLOCKING EACH TOE 5). Unless otherwise noted, all slabs on rade to be 3000 s.i.. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 ) g P• TO JOIST END NAIL poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 BOTH FIELDS o Where a ride is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6" O.0 8d COMMON 12" O.C. ( ) to be minimum 3-1/2 inch thick. All fill to be compacted to 95 /o relative density with g SILL OR TOP PLATE 3- 16d COMMON BLOCK NAIL @ @ NOTE: 2 FOR PANEL FIELD 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.0 8d COMMON @ 4" O.C. SEE NOTES: 1,3 6). Crawl :spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTESun DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 8d COMMON PER TOE 7). Dampproof 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. Q N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END C) 0 the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 .16d COMMONJOIST 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, o h BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. C) 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. 2- 16d COMMON �r Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 F S H EATH I N�`' 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. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High WindNAIL NAIL 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION 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. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For 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. M 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 S H EATH I N G: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES 3). Floors., walls, ceilings and rafters to be spaced at 16 inches o.c. unless notedAT PANEL EDGES SUPPORTS IN THE PANEL FIELD o 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. SPACINGSEE NOTES: 1, 3 ( BOTH FIELDS) v s~ 4' EDGE ZONE 8d COMMON @ 6" O.0 4 8d COMMON @ 12" O.C. m v o where needed. NOTE: 2 FOR PANEL FIELD o� v GYPSUM 7 O.C. EDGE X ^ 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 �° m � o 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 ofWALL SHEATHING: }; X v0 ri openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall NOTES 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored openings between 41 and 60 and 2x6 wall openings between 511 and 8'9. Provide fire cul to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. o a, and blocking where applicable. QTY. SPACING 't 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 rz U En 41 5). All flush beams/headers to be installed with heavyduty alvinized hangers and ) YP g 8d COMMC� 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall Y g g PANELS WFCM - SBC be used. �, U 4-1 anchors where applicable to all connecting joists. PLUMB 1 N G NOTES � �' '-" 7/16" OSB 3" O.C. EDGE �- U) 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 00 PLYWOOD 6d COMMON 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with N o V5 G>0.49. For framing members with 0.42<G<, the nailspacings shall be reduced to 6 inches o.c. 4 Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C. EDGE g on plans. WALLBOARD 10" O.0 . FIELD 3). For exterior panel siding, alvinized 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: P g' g 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 provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION � 8). DormE:rs running up roof rafters are to be supported by double rafters on either side P q g P P Y QTY. SPACING 1).PROVIDE 5/8"TYPE-X SH AND A K FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. state code and manufactures recommendation for maximum hole size ands spacing permitted. � where applicable unless otherwise noted. P g p STRUCTURAL PANELS 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. i_4 HVAC SYSTEM NOTES 1" OR LESS Sd COMMON12" O.C. FIELD (5.7 SQ.FT.2ND. FLOOR) o 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF 0 under all bE,aring walls. NOTES• as required by current NYS Residential Code-FIREBLOCKING REQUIRED (n 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) Q requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. ►� 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE RErERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. N needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 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 panel edge. If wall sheathing Contractor and owner for final review and approval. is nailed 3" on-center at the panel 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, U 12 ). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. j ELECTRICAL NOTES shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. � adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces over subfloor as per manufacture's instructions. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. such as shear plates, shall be used to maintain load path. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 2 . When wall sheathing is continuous over connected 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 ) g 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 be permitted 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. 3). All electrical work to comply with 2014 NEC. to be reduced tol - 16d nail per foot. INCLUDING suBFLooR,IS COMPLETE. ' 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or �'� �,iN C-1 approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 PP q PP g torch down type material over. and R315 of IRC. z., DRAWN: MH MS t - ( SCALE: 1/4"=1'-0" 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G " t sa' �'': ya � --a ,y�r,�° JOB#: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP a r , . March 06,2019 AND BASES.USE WITH FLASHING CAPS TO COVER TOP t !� '� e SHEET NUMBER: A-7