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HomeMy WebLinkAbout48891-Z ��o�g�FFall�cpGy Town of Southold 6/4/2024 0 P.O.Box 1179 o _ 53095 Main Rd ,+ Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45251 Date: 6/4/2024 ` THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2.395 King St, Orient SCTM#: 473889 Sec/Block/Lot: 26.-2-44 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/25/2023 pursuant to which Building Permit No. 48891 dated 2/10/2023 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and addition, including first floor storage and mattachedshed,to existing non-confoniiing accessory building With sleeping_quarters and bathroom(no kitchen)as applied for. The certificate is issued to Bellos,Alexander&Emily of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48891 5/23/2024 PLUMBERS CERTIFICATION DATED 5/23/2024 Piecuch A riz d Signature TOWN OF SOUTHOLD O�g�FFOi,�0 BUILDING DEPARTMENT x TOWN CLERK'S OFFICE Wo • SOUTHOLD, NY y'�Ol � .lady '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#: 48891 Date: 2/10/2023 Permission is hereby granted to: Bellos, Alexander 271 State St Brooklyn, NY 11201 To: construct additions and alterations and to legalize an as-built outdoor shower to an existing accessory building as applied for. ° At premises located at: 2396 King St, Orient SCTM # 473889 Sec/Block/Lot# 26.-2-44 Pursuant to application dated 1/25/2023 and approved by the Building Inspector. To expire on 8/1112024. Fees: ACCESSORY $376.00 CO-ACCESSORY BUILDING $50.00 Total: $426.00 Building Inspector of soury�lo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 11-79 a@ sean.devlina-town.southold.nv.us Southold,NY 11971-0959 Q C4UNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Alexander Bellos Address: 2395 King.St city,Orient st: NY zip: 11957 Building Permit#: 48891 Section: 26 Block: 2 Lot: 44 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Platinum East Electric License No: 34091 ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph Heat Duplec Recpt 32 Ceiling Fixtures 9 Bath Exhaust Fan 1 Service 3 ph Hot Water Gas GFCI.Recpt 5 Wall Fixtures 3 Smoke Detectors 1 Main Panel A/C Condenser 1 Single Recpt 3 Recessed Fixtures 15 CO Detectors Sub Panel 100A A/C Blower 1 Range Recpt Ceiling Fan 3 Combo Smoke/CO 3 Transfer Switch Track Lights 32' Dryer Recpt r�q Emergency Strobe Heat Detectors Disconnect 1 Switches 17 4'LED Exit Fixtures Sump Pump Ed Other Equipment: W/D,-100A Sub 24 Circuit/23 Used (3)115Arc (3)120Combo Breakers Notes: Two Story Acc. Building w/ Unfinished Basement Inspector Signature: ` Date: May 23, 2024 S.Devlin-Cert Electrical Compliance Form . o�SUFfO4G town Hall Annex �.Z• y� Telephone(631)765-1802 54375 Main Road P.O.Box 1179 H = Southold.NY 11971-0959RE2 JUN _. iJ BUILDING DEPARTMENT 3 �024 TOWN OF SOUTHOLD CERTIFICATION ovate: 5�2-� Building Permit No. _ y q Owner. t✓�I bS Cr,1 (Please print) Plumber: I r- .rA :i 1 ?-G li,-L['1 (Please print) i certify that the solder used in the water supply system contains less than 2/10 of 1%lead. (Plumbers Signature) rd Sworn to before me this day of 20� Notary Public, A!P If County SUSAN A.RIZZO 'Notary Public,State of New York No.01 RI6183459 Qualified in Suffolk County Commission Expires March 17,2aZ? OF SO(/lyolo * # TOWN OF SOUTHOLD BUILDING DEPT. °ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS:U)"A S Xl-,, & W OA-, r(,d Rom t Dxi,b', bL DATE INSPECTOR pF SObIyO� ��� 1 1 K V J �• CJ V # # TOWN OF _SOUTHOLD B ILDING DEPT. 631-765-1802 INSPECTION- FOUNDATION 1.ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] . FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION—[ ] FIRE RESISTANT PENETRATION [�(9 ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O . [ ] ' RENTAL REMARKS: U-t DATE i �� o�. Z INSPECTOR pF Son IyO� -2, S� # # TOWN OF.SOUTHOLD BUILDING DEP,V - cou 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING . [ ] .FINAL [ ] FIREPLACE & CHIMNEY . [ ] FIRE SAFETY INSPECTION v [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 1 DATE Z INSPECTOR J - �o�aOE SOUTyOlo 1 . # # TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 qcfqt INSPECTION [ ] FOUNDATION 1ST [ ] RO H PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING -[ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 0 1 USMv c vLc/ CAL DATE f)122 INSPECTO r i _ 1 �w �wR 7. FIELD INSPECTION REPORT DATE COMMENTS �o FOUNDATION (IST) S y •---------- - FOUNDATION (2ND) z o wy4v�- ROUGH FRAMING& PLUMBING r 0 r INSULATION PER N.Y. STATE ENERGY CODE VV ' FINAL ADDITIONAL COMMENTS S sy Atir' , r o 0 `^ :* 1 16 t - dm&z , zl - 6W -I 19.4 o c H N O z y x d b H . ..... ... TOWN OF SOUTHOLD—BUILDING DEPARTMENT .C' Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631)765-9502 https://www.southoldtownn ov y.g v4f Date Received APPLICATION FOR BUILDING PERMIT For Officeonly Use PERMIT NO. Building Inspector: A 'I" t' h-not the,dWnef;,a .�iw,�,. �app,cations,: Lz&�Vherei-thie Applicarit'19 fshall,bb�coinhplite Ui cl­` Date:1 2-8-22 y_ 'P 0 R v Name A lex-&-Emily Bell os SC.TM#-1 l000.-26-2-44 Project Address:2395 King Street, Orient NY 11957' Phone#:415-971-9042 Emaii:ajbellos9gmail=m Mailing Address:2395 King Street, Orient NY 11957 ptAl a. Name:Chrlilstr%phor Pn%A[,QrS (Powers Hanc ck Desirin'LWIple, I one 1 owems A XW Mailing Address:PO Box 400, South Jamesport NY 11970 Phone#:801-558-3501 tophergpowershancockdesign.com �T��i:Chris V SG FSS OM7O Name:Christopher Powers (Powers Hancock Design) Mailing Address:PO Box 400, South Jamesport NY 11970 Phone#:801-558-3501 Emaii:christQphergpowershancockdesign.com CONT "n- .RA,CrOR.INFORMAt'llbN Name:North Fork Woodworks, Inc. ----------- Mailing Address:PO Box 1407, Southold NY 11971 Phone#-.631-298-7900 Emaii:rachel@nfwoodworks.com "CTIO&-0AbP0SED C$iCRlP;,Tl0ff' 13NewStructure ElAddition NAlteration E]Repair El Demolition Estimated Cost of Project: E10therRenovation of 2 story barn $200,000 Will the lot be re-graded? DYes R No Will excess fill be removed from premises? E]Yes A No Z 1h 10 J �9 Existing use of propertV:Residential Intended use of ........ ....... Zone or use district in which premises is situated:, Are there any covenants and restrictions with respect to this property? E]Yes BNo IF YES,PROVIDE A COPY. ------------ ----------— Ge� fe and iWrm,wiitieMues�;ii��'ordvlded�b" K"Prq-!Mona is 'Tow 6i6fji-Bulldlng krmitp lingbe;A t-ATION�lS�HERi%VMADEi6"�ttii,Bitilc or, La Rarl�f fa�t '6fS64tho1d;,iu6o icount e.,construction 6f `477� �,p......1", Newyork-an :6ther,60 i6r,Regy atons,-for uonsor� eig,to complyw kbble;IaW�;:b mances;, m mgwo,�!_�Th -a rd.- b-Ild"", ,F ,pplicant agre Wall' "I m'tiliWciro,and,toac[rhit;iuthak7zed7-- cto a tem d rem a mspe i:�,,pn,preLrirtisies,iivid,'jtip!p7t�ingl$),W�necessar ma a,* purnsfiable g -mis emeanor a, a s State Pena w..,W, Application Submitted By(print name): MAuthorized Agent 0Owner Signature of Applicant: Date: 17-1 .............. ........ STATE OF NEW YORK) COUNTYOF%t� 2 16hy±� c6i-Adov �� being duly sworn, deposes and says that(s)he is the applicant (Name of individual sign'ng co tract)above named, - (S)he is the QO 0 (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Siorn before me this at� I\n� day of 20 v hejjlj. Armstronq RyOhblicState of New York No. OAR6322537 Qualified in Suffolk County. PROPERTY OWNER AUTHORIZOIGN11ission Expires April 6, 26-?3 (Where the applicant is not the owner) Alex Bellos' residing at2395 King St, Orient, NY do hereby authorize Christopher Powers to apply on my behalf to the Town of Southold Building Department for approval as described herein. seft.ed by m..'07 Alex Bellos,�s sw Dw V-12-12 lnl -MW 12/12/2022 Owner's Signature Date Alex Bellos Print Owner's Name 2 Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, Alex Bel los residing at 2395 King Street, Orient NY 11957 (Print property owner's name) (Mailing Address) do hereby authorize Christopher Powers (Agent) iu apply uii illy UICHU11 YO tie Southold Building Department. hyl\A�t 12/1/2022 (Owner's ignature) (Date) Alex Bellos (Print Owner's Name) �7 �� lS�� �ING DEPARTMENT-Electrical Inspector / TOWN OF SOUTHOLD f J AN 1 6 2T$wn Hall Annex-54375 Main Road -PO Box 1179 Southold!Now►York 11971-0959 Y�$ Tlephone(631) 765-1602- FAX(631)765-9502 � ;�u � j;;,,� ; ,�rod�rrfo�southoldtowmny.00v—seandQ3outhoidtownny.00v APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: Company Name: P C� ! C Electrician's Name: License No.: V-3 Volt Elec.email: 12 a /00M e9x5 .; A hao" oAPI Elec. Phone No: &31- 69--IV,2V Ct4 request fin email copy of Certwiic a of Compliance Else.Address.: JOB SITE INFORMATION (All information Required) Name: B LCo-s .451,0 Address: C I Cross Street: Phone No.: Bidg.Permit#: email: . 4 . o Tax Ma District; 1000 Section: Block: Lot BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE'FOOTAGE (Please Print Clearly): S uate Foots d: Circle All Thst.Appiy: Is Job ready for Inspection?: ❑ YESNO ❑Rough In ❑ Final Do you need a Temp Certificate?: ' ❑ YES ESNO Issued On Temp Information: (All Informatlon required) Service Size❑1 Ph❑3 Ph Size: . #Meters, Old Meter# []New service[_-]Fire Reconnect[]Flood Reconnect[]Service Reconnect❑Underground❑Overhead #Underground Laterals 1 M2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION �� z » Town Hall Annex C"� ! Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold, NY 11971-0959 ; - BUILDING DEPARTMENT .NOTICE OF UTILIZATION OF TRUSS TYPE:CONSTRUCTION..PRE-ENGINEERED WOOD CONSTRUCTION AND/011 TIMBER CONSTRUCTION Date: 7-6 Z3 Owner: Location of Property: Qt"4— Ag y Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential'structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s)(check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): Capacity(check applicable line): Owner Owner representative TrussRegl6.doex Effective 1/1/2015 NYSI F New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE 0 � A A^AAA 272628352 AMWINS INSURANCE BROKERAGE LLC 200 ELWOOD DAVIS ROAD SUITE 200 LIVERPOOL NY 13088 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER NORTH FORK WOOD WORKS INC ALEX&EMILY BELLOS P O BOX 1407 2395 KING STREET SOUTHOLD NY 11971 ORIENT NY 11957 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE Z2280 317-5 789601 05/01/2023 TO 05/01/2024 10/5/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2280 317-5, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT SCOTT EDGETT NORTH FORK WOOD WORKS INC THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SUR NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:627570624 U-26.3 C�® DATE(MM/DD/YYYY) A40 CERTIFICATE OF LIABILITY INSURANCE 10/05/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION 1S WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Edgewood Partners Insurance Center PHONE COINRBrCial Su Ort FAX 40 Marcus Drive 3rd Floor A/C No t: 631 390-9700 A/C No: 631 390-9790 E-MAIL Melville NY 11747 ADDRESS: msmcertscm@epicbrokers.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:SOUTHWEST MARINE AND GENERAL I 12294 INSURED INSURER B: North Fork Woodworks Inc INSURER C: PO Box 1407 INSURERD: Southold NY 11971 INSURERE: INSURER F: COVERAGES OB CERTIFICATE NUMBER:Cert ID 13313 (42) REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRLTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER MM/DDNYYY) (MMO IDD/YYYY LIMITS A g COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE FxI OCCUR Y APPGL2022LHB00002 01/01/2023 01/01/2024 pREM PREMISES Ea occurrence $ 100,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 RPOLICY�JE LOC PRODUCTS-COMP/OP AGG $ 2,000,000 X OTHER:& location $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Per accident $ A UMBRELLA LIAB X OCCUR APPEX2022LHB00002 01/01/2023 01/01/2024 EACH OCCURRENCE $ 2,000,000 g EXCESS LIAR CLAIMS-MADE AGGREGATE $ 2,000,000 DED I I RETENTION$ $ WORKERS COMPENSATION PER I OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE I i ER ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,descrbe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Alex & Emily Bellos is included as additional insured for general liability coverage as required by written contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Alex & Emily Bellos ACCORDANCE WITH THE POLICY PROVISIONS. 2395 Ring Street AUTHORIZED REPRESENTATIVE Orient NY 11957 Zi4>�.7sF/ ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Page 1 of 1 CASEMENT WINDOWS C1oo-11 m N O .N- N 1006 1206 1406 1806 2206 2606 3006 E rn o C w 1010 1210 1410 1810 2210 2610 3010 M M ' 1014 1214 1414 1814 2214 2614 3014 N N tf R.O.(mm) 17"(432) 19"(483) 21"(533) 25"(635) 29"(736) 33"(838) 37"(940) F.S.(mm) 16"(406) 18"(457) 20"(508) 24"(610) 28"(711) 32"(813) 36"(914) V.G.(mm) 9 Y2"(241)11 Y2"(292) 13 Y2"(343)17 Y2"(444) 21 Y2"(546) 25%"(638) 29 Y2"(749) 10�18 1218 1418 1818 2218 2618 3018 v 1022 1222 1422 1822 2222 2622 3022• O N m M N 1026 1226 1426 1826 2226 2626• 3026• iz io N 1030 1230 1430 1830 2230• 2630• 3030:.. N N O 1036 1236 1436 1836 2236• 2636:. 3036:. N a o v � v 1041 1242 1442 1842 2242t« §642. 3042L v' N m N O f7 A N 1048 1248 1448 1848 2248:.. 2648t. 3048L iz a m h N M � N � O f0 P'1 'D N 1054 1254 1454 1854 2254„. 2654L 3054t. m ao 'o iD n N ID {D Ol ID N 1060 1260 1460 1860 2260Z.. 2660:. 3060„ N l 001 a m m m N to m ? lV ? N H n ID 1066 1266 1466 1866 2266». 2666Z. 3066L E E E R.O.:Rough Opening •Meets Canadian EGRESS requirements O vj Ci F.S.:Frame Size Meets �EGR�S�requ remen u: � V.G.:Visible Glass •"Meets U.S.EGRESS requiremen s 211 Egress hinge 'Please visit our web site for the energy performance of these products at www.leoaciemillwork.com Custom sizes are available on request.Minimum and maximum sizes applicable may vary depending on features and options. For masonry openings,please contact your local Lepage representative. Lite patterns shown are 7/a"(22)SDL. Lite patterns for%"(16)SDL,1 Y4"(31)SDL and other grilles may vary. Venting configurations shown in units of the first line and first column are applicable to all units. Units with 12"(305),16"(406)and 20"(508)heights are shown stationary as standard transoms. BELLOS RESIDENCE 2395 King Street Orient, New York marshal) poetel LANDSCAPE ARCHITECTURE NORTH FORK EXISTING 5175 Route 48 L.P.GAS TANKS Mattituck,NY 11952 EXISTING POOL EXISTING EXISTING phone: (631)209-2410 FENCE+GATE POOL EQUIPMENT FENCE fax: (631)315-5000 email: mail@mplastudio.com N 49°22'S0 187.89' M 9.2') -, o (12.7)X o 10 ARCHITECT: EXISTING GRAVEL � Christopher Powers, RA "— '� I " Powers Hancock Design DRIVEWAY X(10.2') X(10.5.) (10.6') _ _ NOTE:EXISTING DRIVEWAY / EXISTING PO BOX 400 1 TO BE USED FOR / BRICK PATIO EXISTING EXISTING BARN South Jamesport, NY 11970 CONSTRUCTION ACCESS I GARAGE TO BE RENOVATED EXISTING COVERED ROOF Office: (631) 703-0800 / MATERIAL/ (BY ARCH) OVER BRICK PATIO TOPSOIL FIFE:13.5' N TO BE REMOVED SURVEYOR: STOCKPILE William R.Simmons AREA / �c SHOWER ENCLOSURE ISTING 11 Meroke Lane East Islip, NY 11730 Office: (631) 581-1688 W ; �MN, EXISTING LANDING+ ENGINEER: � � STAIRS TO BE REMOVED EXISTING PROPOSED DRYWELL,TYP.—� �� DW_1 1 ; Joseph Fischetti, PE W PROPOSED MASONRY Fischetti En CONCRETE PERGOLA REFER TO DRAINAGE 1� x(12.7') Engineering CALCULATIONS AND + 12.5 LANDING+STEPS g g WASHOUT AREA EXISTING �� 1725 Hobart Road STRUCTURE SCHEDULE �_� RESIDENCE s EXISTING EXISTING FOR SIZING ? p� Southold, NY 11971 BRICK LANDING FIFE: 10.8' -SEE DETAIL 1 'L POOL GATE+FENCE Office: (631) 765-2954 EXISTING WOOD STOOP+STAIR r� � (9.9')X EXISTING Ix v EXISTING DECK Z ENCLOSED PORCH I II TEST HOLE SITE DATA: EXISTING PATIO SCTM# 1000-026-20-044 (11.0.)x Lot Area: 13,430 SF (or 0.308 acres) Z X(10.8) , � � 11EXISTING Icy > POOL Q EXISTING t POOL GATE+ EXISTING COVERED EXISTING O FENCE WOOD STOOP+STAIR ` BARN SEPTIC w o I I (12.3')X �o NOTES: 0 L -10 1. Existing conditions based on survey �— -- z N X (13 prepared by William R.Simmons dated X s.a' —tea' � EXISTING EXISTING APPROXIMATE EXISTING 186.92' November 5th,2008. ELECTRIC METER L.P.GAS TANKS LOCATION OF EXISTING AC UNITS 2. This drawing is for the purpose of SEPTIC SYSTEM obtaining permits only. NOT FOR EXISTING CONSTRUCTION. GENERATOR 3. Unauthorized alteration of this plan is a violation of NYS Education Law. REVISIONS DATE DESCRIPTION s e a I �O�,NDSC,9p� 9�0 8"TRAFFIC BEARING c0� S CONCRETE SLAB COVER co �►. W SDR 35 PVC INLET PIPE 151�.9 00 1854'1 GRADE TEST HOLE DATA SEE PLAN FOR PIPE SIZE TOP DE DRYWELL TFOF NE��O� (SEE PLAN FOR MAX ELEVATION) SDR 35 PVC BACKFILL 3'-0"MINIMUM ELEV. 9.2 OVERFLOW PIPE ❑ ❑ ❑ AROUND DRYWELL WITH SEE PLAN FOR i,. i, DR BROWN TITLE: PIPE SIZE ❑ ❑ 1 a -1 g'MEDIUM COARSE OL SANDY LOAM 0.8, ❑ ❑ ❑ ❑ SAND/GRAVEL STORMWATER ❑ ❑ ❑ I--] El BROWN CONCRETE BROWN SEE PLAN FOR DEPTH .___ --_____- STORM DRAIN RING SM LOAMY SAND 1.0' ❑ ❑ ❑ El ❑ MANAGEMENT ❑ ❑ o ❑ NOTES: BROWN[1 E] ❑ 0 L E G E N D CONTROL � ❑ 4'- "MINIMUM PENETRATION INTO RATEABLE SOIL. SP MEDIUM 2 3 SAND ❑ ❑ ❑ ❑ ❑ 1 25'-0"MAXIMUM DEPTH BELOW GRADE 2'-0"MINIMUM ABOVE GROUND WATER PALE —— PROPERTY LINE SITE PLAN 2-0 MED. TO ' MIN SEE PLAN FOR WIDTH 2'-0"MAXIMUM ACCESSCHIMNEY(IF NECESSARY) S>,1`/ COARSE 4 1 X(11.0) EXISTING ELEVATION GROUNDWATER LINE NON-RATEABLE SOIL SAND + 11.0 PROPOSED ELEVATION 6'-0" DRYWELL TO BE INSTALLED AS PER STATE AND Drainage Calculations and Structure Schedule & MIN LOCAL CODES GRAVEL HIGHEST EXPECT. 2.0 0 5 10 SAND AND GRAVEL-RATEABLE SOIL Drainage WATER IN WATER EL 1.0 CLEAN MEDIUM EXISTING STRUCTURE TO BE REMOVED COARSE FILL Structure Size Elevation Invert In Invert Out MED. TO Sw COARSE 6.0' �_ ` SCALE 1" = 10' Renovated Barn Roof Area(707 SF)+Masonry Landing/Steps(58 SF)=765 SF @ 10U'/ S�D (Dw-iI PROPOSED DRYWELL DRAWN BY: PRECAST CONCRETE DRYWELL 765 SF x 2" rainfall (.167)=127.8 CF/8'Dia. Drywell (42.3)=3.02'depth req'd GRAVEL �� C.EAST 1 DW-1 8'Dia x 4'depth JUNE 1, 14.2� CHECKED BY: SWM C P Detail Not to Scale P 2015 S.PAETZEL,RLA —)� DATE:2023.01.25 EXISTING FENCE TO REMAIN SHEET 1 OF 1 4 depth provided K. WOYCHUK LS REVISED: AA EXISTING STAIRS to � Issue Dates fit•. TO BE REMOVED $7!--- _ 12/13/23 Permit Submission PROPOSED EXISTING ROOF — "" TO BE REMOVED I ,1 STORY SHED EXISTING-- ) OUTDOOR SHOWER TO BE REMOVED N. \N \ _2 STORY BA \ \\ (STING ON GRADE PATO TO BE RENOVATED';:'�':_: : .,,\��;\`\ '\\ , �\`'\\ '"•.;`�\ \\�';� . PERMIT " ;.\` _ _ _ _ _ Wall/Element To Be Removed Existing Wall To Remain p+—�^^-�_a New Wal l \y3 Existing P.C.Foundation Wall 2 a I G. I New P.C.Foundation Wall Exst.t— -------t- --------� SWIMMING POOL �\ TIO Existing CMU Foundation Wall ., 31 New CMU Foundation Wall I \,, I ——————— Lines Above ' EXISTING \ 1 �---�-^= Lines Below PLATING BED \, Guidelines ` io1 Door Tag I 1 l \ I 1oi Window Tag Section X, Sheet A-XXX x A'`� I Detail Tag ` x \ ti' Elevation Tag :. �,XAAY ` xx 'i r'y" rr}x ► PROJECT INFORMATION x y;. �y EXISTING ABOVE GRADE PATIO x40x Interior Elevation Tag F 1000-26-2-44 I I I I PROPERTY 2395 King Street I I Architect- ADDRESS Orient NY 11957 rJ EXISTING GARAGE I t,-——— I I TO BE REMOVED I [ I I ZONING R-80 (non conforming) Powers Hancock Design I I I I P.O.Box 400 South Jamesport NY 11970 I I I ALLOWABLE -35--0" (SLOPED) 801.558-3501 I I I I I I I BUILDING HEIGHT -25'-0" (FLAT/MANSARD) Landscape Architect: EXISTING PERGOLA I I I I EXISTING -23-6" Marshall Paetzet Landscape Architecture 5175 Route 48 & BRICK PATIO I I I 52 TO BE REMOVED I I 1 U( Phone: (6uck NY 119-2 SETBACKS PRIMARY Phone:[632}•209-2410 REF.PERMIT#49950 I I I I ¢ (ALLOWABLE) FRONT -35' CS7 Structural n n er I I I I I-- SIDE - 10'(25'SUM OF BOTH) Dilandro Andrews Engineering,PLLC ____ _____ Q 1 wI (SEE SITE PLAN FOR REAR -35' 158 Country Rd 39 Suite 10 Cn Phone:(631y259 3959 I � in z PROPOSED) ACCESSORYSouthampton NY 11968 w >-I "' 18' HIEGHT - 5' --�---�---� 20' HIEGHT -15' EXISTING PERGOLA — &WOOD PATIO ' , TO BE REMOVED I I ` I V71 w I HT -2 REF. PERMIT#49950 ( I w CL 22 H EG 0 V 0 PROPOSED I I a 1 Q a COVERAGE LOT AREA- 13,431.39 sf ON GRADE PATIO I I CALCULATIONS REF.PERMIT#49950 i I I I LOT rnVE.RAiF I 1 ALLOWABLE-20%OF LOT AREA= (2,686sf) �r- I _ I EXISTING- — _ DWELLING - 1,324 sf DECK/PERGOLA - 304 sf(Demo Permit #49950) GARAGE - 266 sf(Demo) } I GARAGE PATIO/PERGOLA - 81 sf(Demo Permit #49950) BARN - 600 sf ROOF OVER PATIO (@ BARN)- 43 sf Demo Permit#48891 ` ( ) + I POOL - 448 sf --- RAISED POOL PATIO - 65 sf — TOTAL- `��ERED aRc > ` - sf 3231 pNER PROPOSED- DWELLING - 1,324 sf * "'� EXISTING'. �U) 2 STORY DWELLING - ` TO REMAIN BARN - 600 sf .. POOL - 448 sf ` \ , RAISED POOL PATIO - 165 sf s PROPOSED SHED _ gg gf T,gT�04348a TOTAL- -2,635 sf L Bellos Residence if `" — I 2395 King Street Orient NY 11957 --{} ---- Drawl n List: SCTM#(1000-26-2-44) NO. SHEET NAME ' A-001 Site Plan 12/13/23 A-002 Code Sheet 12/13/23 Site Plan EX-110 Existinq Conditions 12/13/23 PROPOSED A-110 Floor Plans 12/13/23 ON GRADE PATIO REF.PERMIT#49950 A-210 Elevations 12/13/23 A-310 Building Sections 12/13/23 SCALE:As Noted PROPOSED SITE PLAN NOTE: 1.BASE MAP INFORMATION BASED UPON SURVEY S-100 Structural Framinq Details 12/13/23 PROPOSED SITE PLAN BYKENNETH M.WOYCHUK LAND SURVEYING, PLLC S-101 Framing Details 12/13/23 A-001 1_P Scale: 1:100 N.Y.S. LISC. NO,050882,DATED APRIL 12,2021 S-102 T ical Floor Framin 12/13/23 S-103 T ical Roof Framin 12/13/23 2.REFERNCE DRAWINGS BY LANDSCAPE ARCHITECT I — — — — — FOR ADDITIONAL SITE PLAN INFORMATION K IND ST ETI GENERAL NOTES FOUNDATION N S* ISS(� . Date- Set: THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO THE Iss!j 23 Permit Submission 1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. ACCORDANCE WITH THE NEW YORK STATE UNIFORM GIRDER AS SPECIFIED CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA AS PER NYS RESIDENTIAL CODER 801.2.1 BUILDING CODE,AND THE NEW YORK STATE ENERGY 1- ALL CONCRETE 3,500 PSI MINIMUM AFTER 28 DAYS. CONSERVATION CODE,AND LOCAL AUTHORITIES. BLACKING PER 2-ALL REBAR ASTM A-615 GRADE 60. MANUFACTURES SPEC. GROUND SNOW LOAD ULTIMATE SEISMIC DESIGN CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY WINTER DESIGN TEMP. ICE SHIELD UNDERLAYMENT FLOOD HAZARDS 2• ALL DIMENSIONS AND GRADE CONDITIONS TO BE WIND SPEED(MPH) REQUIRED VERIFIED BY CONTRACTOR(S)PRIOR TO START OF 3-FOOTINGS ARE TO BE INSTALLED ON UNDISTURBED VIRGIN SOIL THE BOTTOMS OF ALL FOOTINGS ARE 7O BE JOISTAS SPECIFIED CONSTRUCTION AND ORDERING OF MATERIALS. THIS INSTALLED A MINIMUM OF 3'BELOW GRADE UNLESS INDICATED OTHERWISE. FOUNDATION HAS BEEN DESIGNED FOR A SOIL • METAL HANGER PER 20 130 B SEVERE 36"(TOP) M to H S to M 11 YES 1984/1998 BEARING CAPACITY OF TWO(2)TSF AND GRADES LESS 4-REBAR INSTALLED ALONG THE TOP OF THE FOUNDATION WALLS WITHOUT WINDOWS ARE TO BE INSTALLED 3"BELOW MANUFACTURES SPEC. I THAN 5%. CONTRACTOR SHALL VERIFY THAT THESE THE TOP OF THE FOUNDATION WALL.REBAR INSTALLED ALONG THE TOP OF FOUNDATION WALLS WITH WINDOWS ARE TO CONDITIONS ARE MET. ALL FILL BENEATH CONCRETE BE INSTALLED 3"BELOW THE BOTTOM OF THE WINDOW OPENING. SLABS TO BE COMPACTED TO 95%RELATIVE DENSITY. Typical Joist Hanger 5-ALL SNAP OFF FORM TIES ARE TO BE REMOVED AND REMAINING OPENINGS ARE TO BE SEALED/GROUTED. Not To Scale IGHT WOOD FRAME WALL 3. PROVIDE FLASHING AT ALL ROOF BREAKS,CHIMNEYS,SKYLIGHTS,EXTERIOR DOORS, WINDOWS 6-THE FOUNDATION CONTRACTOR SHALL COORDINATE WITH THE PLUMBING AND ELECTRICAL CONTRACTORS RELATIVE AND DECKS ETC. TO INSTALLATION OF SLEEVES AND OTHER PENETRATIONS PRIOR TO POURING CONCRETE. !!! PLYWOOD OPENINGS 4. DO NOT SCALE DRAWINGS. 7-THE ENGINEER IS TO BE CONTACTED IF UNACCEPTABLE OR QUESTIONABLE SOIL IS ENCOUNTERED DURING -- RAFTER PROTECTION;THICKNESS 5. DESIGN CONSULTANTS OR RECORD ARCHITECT EXCAVATION.UNACCEPTABLE SOIL IS SOIL CONTAINING CLAY AND/OR ORGANIC MATERIAL OR HAVING A BEARING CAPACITY 2A STRAP PER - (RAF IMPSOER w/ 11 1 8d COMMON NAILS _ WIDTH ON WINDOW OPENING -ENGINEER ARE NOT RESPONSIBLE FOR THE INSPECTION, OF LESS THAN 2 TONS PER SQUARE FOOT. SUPERVISION,OR ADMINISTRATION OF THIS 8-INSTALL ISOLATION JOINTS ALONG FOUNDATION WALLS AND AT COLUMN AND OTHER FLOOR PENETRATIONS. • CONSTRUCTION PROJECT.FEDERAL, STATE AND LOCAL Dm11g!1,mndt - WALL PLATES ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 9-INSTALLED CONTRACTION JOINTS IN THE CELLAR FLOOR SLAB EVERY 18'MAXIMUM. _ _ _ _ _ 7: Wall/Element To Be Removed - STUD WALL NOTE: IN LIEU OF SCREWS,LUGS (1)CSHP18 METAL " 10-FOUNDATION EXCAVATION IS NOT TO BE BACK FILLED PRIOR TO THE INSTALLATION OF THE FLOOR FRAMING. Existing Wall To Remain WITH NUTS AND WASHERS MAY : STRAP PER STUB w/ 6. THIS DRAWING IS AN INSTRUMENT PREPARED TO BE USED FACILITATE CONSTRUCTION AND SHALL NOT BE New Wall (1)CSHP18 METAL STRAP PER ; (8)8D COMMON 11-BACKFILL ALONG FOUNDATION WALLS IS TO BE GW,GP,SW OR SP SOILS PER USCS(ASTM D 2487)AND IS TO BE Rafter/Plate/Stud Connection STUD w/(8)8D COMMON NAILS PER END CONSTRUED AS A CONTRACT BETWEEN BUILDER AND MECHANICALLY COMPACTED IN 6"LIFTS TO 95%OF MAXIMUM DRY DENSITY. Existing P.C.Foundation Well NAILS PER 10"END LENGTH t Se OWNER. Not To Scale DETAIL 7. THIS STRUCTURE HAS BEEN DESIGNED IN 12-UNDERPIN EXISTING FOUNDATION. CONNECT EXISTING FOOTING TO NEW FOOTINGS AND WALL TOPS WITH N0.5 New P.C.Foundation Wall �• A ACCORDANCE WITH THE NEW YORK STATE ENERGY REBAR DOWELS. Existing CMU Foundation Wall CONSERVATION CODE. 11717 New CMU Foundation Wall SUGGESTED UNDERPINNING PROCEDURES: - ANCHOR BOLTS 8. CONTRACTOR SHALL OBTAIN ALL PERMITS ------- Lines Above wJ 0.229"x3"x3„ A)UNDERPIN PRIOR TO ADDITION OF ANY NEW LOADS ON WALL - WALL STUD -FRAMI G Lines Below .Ni BEARING PLATES, 9. DIMENSIONS, ELEVATIONS,MEMBER SIZES,AND B)EXCAVATE SMALL EXPLORATORY PIT AT EXTERIOR WALLTO DETERMINE DEPTH AND WIDTH OF EXISTING FOOTING. - - - - •- Guidelines I• (TYP.) DETAILS OF EXISTING STRUCTURE SHOWN IN THE INFORM ARCHITECT/ENGINEER OF FINDINGS BEFORE PROCEEDING. 3"No.$ SCREWS 12"O.C. DRAWINGS ARE BASED ON LIMITED FIELD MEASUREMENTS AND MAY NOT BE ACCURATE. THE C)UPON RECEIVING APPROVAL,EXCAVATE TO THE TOP OF THE EXISTING FOOTING FOR THE ENTIRE LENGTH OF THE AREA 181 Door Tag Z � CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND TO BE UNDERPINNED ON BOTH SIDES OF THE FOUNDATION WALL.REMOVE INTERIOR CONCRETE FLOOR AS NECESSARY. CQNC.WALL € ' WASHER(TYP.) CONDITIONS OF THE EXISTING CONSTRUCTION AT THE JOB W SITE PRIOR TO FABRICATION OR CONSTRUCTION. ANY E BY HAND BELOW THE EXISTING FOOTING AT NO MORE THAN 3 FOOT LENGTHS.E)INSTALL A KEY WAY 1oi Window Tag D)EXCAVAT a - FLOOR JOIST BETWEEN SECTIONS.ALLOW 7 DAYS CURING. -. DEVIATIONS FOUND IN THE FIELD FROM WHAT IS SHOWN 1/2"PLYWOOD ON THE DRAWINGS SHALL BE REPORTED IN WRITING TO Section X, THE ARCHITECT AND ENGINEER PRIOR TO FABRICATION Fy BACK FILL AND REPLACE INTERIOR FLOOR AS NECESSARY. Sheet A•XXX GLASS OR CONSTRUCTION. ANCHOR BOLT G)DURING THE UNDERPINNING PROCEDURE,MONITOR THE EXISTING FOUNDATION WALL FOR EXCESSIVE MOVEMENT 4'O.C.(TYPICAL) 10, THE STRUCTURAL ELEMENTS OF THE PROJECT HAVE N -- WALL STUD AND/OR CRACKS,NOTIFY THE ARCHITECT/ENGINEER IF MOVEMENT AND/OR CRACKS ARE NOTED. Detail Ta 12"FROM CORNERS First Floor & Sill Anchors BEEN DESIGNED FOR THE SPECIFIED VERTICAL AND axx � g •m w/0.229"x3"x3" 9 Not To Scale PLASTIC-COATED LATERAL FORCES ACTING ON THE COMPLETED BUILDING. 13-DOWEL TO EXISTING FOUNDATION WALL WITH NO.5 REBAR. GROUT SOLID ALL CAVITIES IN EXISTING WALL FOR r (1)CSHP18 METAL BEARING PLATES, PERMANENT WOOD SCREW IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO THREE FEET FROM NEW WALL. x STRAP PER STUD • (TYP.) GLASS ANCHORS DESIGN AND PROVIDE ALL REQUIRED SHORING AND Elevation Tag w/(8)BD COMMON o BRACING NEEDED DURING CONSTRUCTION TO MAINTAIN NAILS PER END THE STABILITY AND SAFETY OF THE x 1/2-PLYWOOD PARTIALLY-COMPLETED STRUCTURE AND FOR Fwar,aila CONSTRUCTION LOADINGS THAT EXCEED THE SPECIFIED FRAMING NOTES; x `�' x Interior Elevation Tag DESIGN LOADS. `x 2 Stud Straps @ Second Floor Box 11. DETAILS LABELED"TYPICAL`ON THE DRAWINGS THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO Not To Scale THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. Header & Post Tie Downs SHALL APPLY TO ALL SITUATIONS OCCURRING ON THE Arnhtted: 8 Not TO Scale WASHER(TYR. PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. THE APPLICABILITY OF THE WOOD FRAMING 21/2" Nail Sizes TYPICAL DETAIL IS TO BE DETERMINED BYTHE TITLE OF 1N' Joint Description common nails U.0.Nji Nail Spacing THE TYPICAL DETAIL. SUCH TYPICAL DETAILS SHALL APPLY 1.ALL LUMBER IS TO BE NO.2 OR BETTER DOUGLAS FIR LARCH WITH THE FOLLOWING MINIMUM SPECIFICATIONS: Powers Hancock Design �-3 No.8 SCREWS 12' O.C. WHETHER OR NOT THEY ARE KEYED IN AT EACH LOCATION FB=900 PSI P.O.Box 400 g ROOF FRAMING DETAIL A-TYPICAL ATTACHMENT OF IN THE DRAWINGS. FV-180 PSI South Jamesport NY 11970 _ 1 PLYWOOD OPENINGS PROTECTION TO FC PERP-625 PSI 801-558-3501 Rafter to Top Plate(foe-nailed) 3-8d per rafter WOOD-FRAME BUILDING 12. AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY E=1,600,000 PSI BEAM (2)1/2"DIA Ceiling Joist to Top Plate(Toe-nailed) 3-8d per joist RESPONSIBLE FOR THE CONDITIONS OF THE JOBSITE Landscape ArchIted, THROUGH-BOLTS Ceiling Joist to Parallel Rafter(Face-nailed) 3-16d each lap INCLUDING SAFETY OF PERSONS AND PROPERTY. THE 2.ALL LAMINATED VENEER LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: Marshall Paetzel Landscape Architecture w/WASHERS Ceiling Joist Laps over Partitions(Face-nailed) 4-16d each lap PROVIDE IF CODE REQUIRED: ARCHITECT'S OR ENGINEER'S PRESENCE OR REVIEW OF FB=2,900 PSI 5175 Route 48 Collar Tie to Rafter(Face-nailed) 2-8d per tle ALTERNATE T0120 MPH CERTIFIED WINDOW WORK DOES NOT INCLUDE THE ADEQUACY OF THE FV-290 PSI Mattituck NY 11952 4' 41 Blocking to Rafter(Toe-nailed) 2-8d each end CONTRACTOR'S MEANS OR METHODS OF CONSTRUCTION. FC PERP=750 PSI Phone:(631y-209.2410 DECK POST- 51/2" Rim Board to Rafter(End nailed) 2-16d each end INSTALLATION:PLYWOOD PANEL WINDOW AND E=2,000,000 PSI MIN. DOOR PROTECTION FOR WOOD FRAMED BUILDINGS RtrLict urar n neer 1,4'-0"� 4'-0" TYP. TYP. 3.ALL LAMINATED STRUCTURAL LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: Dilandro Andrews Engineering,PLLC WALL FRAMING LFB-2,800 PSI 158 Country Rd 39 Suite 10 Top Plate to Top Plate(Face-nailed) 2-16d 1 per foot Southampton NY 11968 9 3 2 3 3 2 3 d a Top Plates at Intersections(Face-nailed) 4-16d Joints-each side FV=290 PSI FC PERP=740 PSI Phone:(6311-259-3959 Stud to Stud(Face-nailed) 2-16d 24"o.c. E=2,100,000 PSI Header to Header(Face-nailed) 16d 16"o.c.along edges ---POST BASE 4.ALL ANTHONY POWER BEAMS(APB)ARE TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: �CONC.PIER Top or Bottom Plate to Stud(End-nailed) 2-16d per 2x4 stud FB=3.000 PSI 2-16d per 2x6 stud FV=300 PSI ® I Ia a 2-16d per 2x8 stud FC PERP=850 PSI E=2,100,000 PSI 2 1 2 2 1 2 Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking 2-16d 1,2 per foot ° (Face-nailed) 5.ALL TREATED LUMBER IS TO BE N0.2 OR BETTER SOUTHERN PINE AS GRADED BY THE SPIB. 6.ALL BEAMS FABRICATED WITH MULTIPLE LAMINATED VENEER LUMBER BOARDS ARE TO BE NAILED/BOLTED?IN FLOOR FRAMING ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. Deck Beam/Post Joist to Sin,Top Plate or Girder(Toe-nailed) 4-8d per joist 3 Bridging to Joist(Toe-nailed) 2-8d each end 7.ALL STRAPS,CONNECTORS,PLATES,BOLTS,NAILS,ETC.ARE TO BE GALVANIZED OR STAINLESS STEEL.DESIIGNATED CONNECTORS,STRAP ETC.ON THESE DRAWINGS ARE MADE BY SIMPSON UNLESS INDICATED OTHERWISE.ALIL 3 2 3 2 3 Blocking to Sill or Top Plate{?oe-nailed) 3-166d d each block Not To Ca a Blocking to Joist(Toe-nailed) 2- each end CONNECTORS,STRAPS ETC.ARE TO BE NAILED/BOLTED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 4 3 � � `r ~ Ledger Strip to Beam(Face-nailed) 3-16d each joist 8.ALL FLOOR SHEATHING IS TO BE 23#32 INCH AC TYPE PLYWOOD,TONGUE AND GROOVE,WITH AN APA SPAN RATING Gable Roof Plan:7 to 45 degrees Joist on Ledger to Beam(Toe-nailed) 3-8d per joist OF 48/24.FLOOR SHEATHING SHALL BE GLUED AND SCREWED TO THE FLOOR JOISTS(6"O.C.EDGES AND 1.2"O.C. Band Joist to Joist(End-nailed 3-16d per joist FIELD). CSHP18 METAL 4 Band Joist to Sill or Top Plate(Toe-nailed) 2-16d 1 per foot 9.ALL ROOF SHEATHING IS TO BE 5/8 INCH APA RATED SHEATHING. SPAN RATING AS REQUIRED TO SUIT SUPPORT COMMON NAILS PER ROOFSHFATHING STRAPS w ) SPACING INDICATED,EXPOSURE DURABILITYI,TWO SPAN MINIUMUM. TYP. 10"END LENGTH i I ,\�ftED ATjC a a Structural Panels 8d SEE NAILING SCHEDULE 10,ALL WALL SHEATHING IS TO BE 15/32 INCH APA RATED EXPOSURE 1 PLYWOOD AND SHALL BE NAILED ��`'OWNER G,o n. 1 RAFTEP 3 2 2 3 (PER DETAIL 10) ��li � O�0 BLOCKING Diagonal Board Sheathing" 11.SOLID BLOCKING IS TO BE INSTALLED EVERY 8'MAX OR MID SPAN OF ALL FLOOR JOISTS WITH SPANS EXCEEDING 8'. * U °A +IL: N 1"x 6"or 1"x 8" 2-8d per support RIDGE BEAM 1'x 10"or wider 3-8d per support 12.DOUBLE JOISTS ARE TO BE INSTALLED BELOW PARALLEL WALLS. CEILING SHEATHING 13.BLOCKING IS TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS. S'T 04349S Rafter Straps 2 1 1 2 Gypsum Wallboard 5d 7'edge/10"field 14.24"MIN.SPLICING LENGTH TO BE PROVIDED FOR REBAR UNLESS OTHERWISE NOTED ATE O 4 Not To Scale 15.MAXIMUM MOISTURE CONTENT SHALL NOT EXCEED 19%. WALL sHEATHrNG Structural Panels 8d (see detail 10/AO02) 2x4 BLOCKING AT PANEL EDGES 16.CONSTRUCT LOAD BEARING FRAMING FULL LENGTH WITHOUT SPLICES. Fiberboard Panels 17.USE SHEATHING CLIPS BETWEEN SHEETS BETWEEN ROOF FRAMING MEMBERS. --- WOOD BEAM 7/16" 6d 3"edge/6"field � Bellos Residence 3 2 2 3 25/32" 8d 3"edge/6"field 18.ALL POSTS AND COLUMNS FROM HEADERS AND BEAMS SHALL BEAR CONTINUOUSLY TO CONCRETE FOUNDATIONS Gypsum Wallboard 5d WALL STUDS,SEE PLAN INCLUDING SOLID BLOCKING IN FLOOR SPACES. 2395 Kin Street STEEL PLATE 7'edge/1O"field orient N g 1957 Gable Roof Plan:0 to 7 degrees Hardboard 8d (see table 3.9) „ $ 19.ALL BEARING WALLS SHALL BE BLOCKED AT 4 O ON CENTER,VERTICALLY,UNLESS NOTED OTHERWISE. STEEL COLUMN Particleboard Panels 8d (see table 3.9) Diagonal Board Sheathing 20.ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE PRESSURE TREATED, PT. SCTM#(1000-26-2-44) 1"x 6"or 1"x 8" 2-8d per support PANEL EDGE FASTENING, 21.FILL ALL FASTENER HOLES IN WOOD CONSTRUCTION CONNECTORS WITH MANUFACTURER'S RECOMMENDED ROOF SHEATHING NAILING SCHEDULE 1"x 10"or wider 3-8d per support 8d COMMON NAILS AT 3"oc FASTENER. Zone 1 Zone 2 Zone 3 FLOOR SHEA1 MING Structural Panels PANEL INTERMEDIATE FASTENING, $TEFL 8d COMMON NAILS AT 6"oc Code Sheet ' STEEL COLUMN FIELD 6"O.C. 4"O.C. 3"O.C. 1"or less 8d 6"edge/12"field WALL SHEATHING,SEE PLAN, 1. ALL STEEL IS TO BE ASTM SPECIFICATION A-36 ,� . ''-• greater than 1" 10d 6"edge/6"field LONG DIRECTION PERP.TO 2. ALL BOLTED CONNECTIONS ARE TO BE MADE WITH A-325 BOLTS. ' •" STEEL PLATE EDGE 6"O.C. 4"O.C. 3"O.C. Diagonal Board Sheathing •• FRAMING,ENDS STAGGERED 1'x 6"or 1"x 8" 2-8d per support 3. SQUARE/RECTANGULAR AND CIRCULAR COLUMNS ARE TO BE ASTM SPECIFICATION A500. „ 1; FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS,FEFER TO"FASTENING 1"x 10"or wider 3-8d per support 4. ALL COLUMNS ARE TO BE BOLTED TO STEEL GIRDERS WITH 1#2"BOLTS OR UNLESS OTHERWISE SHOWN ON THE L - 4`;. +� e• • • CONCRETE PIER SCHEDULE FOR STRUCTURAL MEMBERS'-NEW YORK STATE CODE BOOK. PLANS. i Nailing requirements are based on wan sheathing nailed 6"on-center at the panel edge.If wall sheathing is nailed SCALE:As Noted ° 3"on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall 5. 1/2"WEB STIFFENERS ARE TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS AND OVER ALL COLUMN • be doubled,or alternate connectors,such as shear plates,shall be used to maintain the load path. SUPPORTS. 6. ALL WELDED CONNECTIONS ARE TO BE DONE BY A CERTIFIED WELDER AND CONFORM TO AWS AND AISC STANDARDS. 10 Porch Beam/Column Anchor Simplified Roof Sheathing Nailing Schedule 7 Typical Wall Sheathing Layout & Fastening 5.ALL WELD JOINTS ARE TO USE E70XX ELECTRODES. - Not To Scale 5 Not To Scale Not To Scale 6.ALL GIRDER SPLICES ARE TO BE MADE ABOVE COLUMNS. Issue Date: Set: 12/13/23 Permit Submission BRICK PATIO ON GRADE LINE OF ROOF ABOVE r � t I I ISHOWER wnOD r a III I - I l ° ) BATHROOM _ _ - _ Wall Element To Be Removed i I — _ - o { }-' } :: f * ExistingWall To Remain l�l I UP 1STORAGE5..1 BEDROOM -1 d i Y 'Y 1 _ ExistingP.C.Foundation Wall EXIST,6x6 DROP GIRDER n P New P.C.Foundation Wall v X Existing CMU Foundation Wall EXIST,2x8 FLOOR JOISTS @ 24'O.C. EXIST.2x8 FLOOR JOISTS @ 24.O,C. �— b'3'x5'•T' -�--:_;-!-�-#.-F-{-�.'���.. --� �-;-. �-r-� I�-�{ � �.� ( I _ ::_;�"'r�y-_r1--1-1�`�=�t�'��-;_. �� �-#=,�r-r`'•i-�--R-tf�-�c_� - New CMU Foundation Wsll Lines Above - , ,j,�p I-+•�.�{ �„�, -,-I. �- �_ �-�_�-�, ---------- Lines Below DIN I I I BATH Guidelines 3'-0"x5'-9' I I -t._s 1 t = - -� M;•-i-1 f-[r i-i 7 F'+ i -i'-t`'.• -t•--i + DoorTag t F�l Ufa I L= Window Tag N IP —E%IST_6x6 DROP GIRDER -;,.. �- C - LI'x15'-5" Y 4 �'J@CtiOn K, - I- � f _# `t:# G tf== axxx Sheet XXXX I I x ICI I ,.+ I o {' t-#-r�'�`•",�-fJ 1 v- ..j}�}-._ .}�-�•{j-rt cr -�-�[-'� ��r-{�--, Imo'-,�-; ��--r�.-��,-+� x ' j I � OFFICE I I _r--t-�.�- c t� � _. r`�����+-�= '--�- � � I Detail Tag I19'-3'7c11'�6" 31 r- Elevation Tag EXISTING 125 AMP "i��?�� J F l X ice'=�".� ' ` :t���'�� �_���� `-` �'. 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QUANTITY MANUFACTURER MODEL TYPE FINISH GLASS RO WIDTH RO HEIGHT REMARKS SA 1 Velux D06 Skylight(Fixed) LowE2 w/Argon 1101/29 3'9 3/4" DrawinLegends Wall/Element To Be Removed Existing Wall To Remain New Wail Existing P.C.Foundation Wall r-r--- 3 New P.C.Foundation Wall Existing CMU Foundation Wall EXISTING STRUCTURE TO BE RENOVATED yr''717 ;77= New CMU Foundation Wall REFERENCE PERMIT 048891 ------- Lines Above ---------- Lines Below —•—•—•- Guidelines Ll ('rtj , li. r- r ^t�f .1 J. t ,� rttI Door Tag rrr Ir, log Window Tag .t:;;ll�.�r�'`i:� x;, IT[ IT r II `4�1'� it T t.rIII ,., 7' E S { II•••,J�rrr �yry--'}1 .__f1._I , tl-t.X,i-t�.f1.. S, ., :r .r" Lr =.1 _,.�1 .r L "_,L -{•5-. Section x. Sheet A-XXX �'4'�" I i - T'1;.. ,. +, { .., lr� 1 .,)<f;r� 'Ti`. '1 aq. : ^t• 1 r 3, ,(,., x l Detail Tag I. ,� `�I;c I�>!. ,1. ..1 Elevation Tag TL z , , X i _` l.1{ !I`( !li. 'i g L. 1�.- [ l I i t [� rr �t° � m� ! , ,�� � { �I,..1�,: ;�I.. .;,�. 1.1 ! I,rC. 1. ri. ..1, i,1. ,7..�i!. `(1.,. I is .�i!. •I,1€.. I s jl.� PROPOSED STORAGE SHED x Ajax x Interior Elevation Ta 1 i C J li, . j J p V ' i ,1'-I; 4 E i I EjI LL + 1 - - Tt JJJ a i l l r i I FINISH 2nd FLR. FINISH ~- a -i - - - - - - - - - - - - - - - - - - - - - - 2nd FLR.- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - '1_ + i' f�.t. �! i.il [_ ! 11i� ;iI 1= ' i _ , � � ] 1l"�� Powers Hancock Design ' P.O.Box 400 I•�-4�i �I z South James port NY 11970 If IJ L Uj 801.558.3501 ' •� ' ' �- 1 I .1 .1 rll� 4 W t : l .l i j {rl :1 r ! '+ ] i •� LandscaneArchitect �i. 'jhTi i!i i- r j E o Marshal!Paetzei Landscape Architecture tL € ] a,f _t , I =I '� � ° r i !' ]� * v'i 5175 Route 48 # I �i ? t I Mattituck NY 11952 r I - `+ T �� '1-• ;' F - ] - �'' 1- ,t, �- - � € � I.� -I„�1._.. i � � Phone:(631)-269-2410 _lilt� ' 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FINISH 1st FLR. FINISH 1st rat En } - - - FLR. - - - - - - - - - - - - - - - �r4 i t Structu n .n - - z I -J_ - I i, !-''t ,, r t �a - - Fl,t ' j. I I- } WOOD SHINGLE SIDING .I1 �. i 1'lnl.. I. i� ��_ Dilandro Andrews Engineering,PLLC 158 Country Rd 39 Suite 10 • .tt �. , �. .� .�.. I,, ,I, ]` ..,�, a TO MATCH BARN it Southampton NY 11968 .` Phone ( 3 } 59 3959 q 612 South Elevation (Barn)_ 2 East Elevation (Barn) Scale: 1/4" = V-0" Scale: 1/4" = T-0" \o� /. �IZIKN . L�r,�, t''rrrf�r1r{ trr ;Y L r r rr �L� �L� rrt �[�� 4`- �-`(;': \� !R0 AR t44�A R G C'yT ifr .. a `rt`1,, A rim °�°J 17 I r LI_ U 1`! Cl` 'Z °n #.P� * a N _ . I., �y� 'r zr,.1 � "{a 1" L `�r,JTIL I`.. -1 IJ�u 7"L, T- '7 - T�1 — ;7i T i.�T� `� `Y' �t ,1{�r� .rrt Li s7i 1". 2—M I -terlp j_ rl RTC• a r _ , 1 I. _ i', !' `I` , I C s_1. T 1.. s € 11I_ I ;� C �. �� /.i� �1..1.J Cf l`. l..J j: I.T_ jr, I.:C. I: I ; f? �1� PROPOSED STORAGE.SHED 1I_ I` 1 ! I 1.= - !!. _ ! I, 1 - k t Beilos Residence .I�.1� 5 �. .3 t I�,I�. .13 '1C 1 . 1'I°1'. 1T ifl. ` .)C1 i1- ;,l '� J .� ,1l,� S _.1,11 11,1. I,}° (: .J J,l_ r � 1 � 1`_ �1_;, � 2395 King Street .�.LL .�.. II �•� li P �I i i � { i; i f i wwy '_� C ��:L�r`� '_-�-�� Lr4��_ :- _..-,--� a `�{ G I✓ �1 � _il. � `I�I i1 .� i_1? 1 � Orient NY 11957 WOOD SHINGLE ROOFiNG i I € € , TO MATCH BARN 11 ; t `-� 1 i,- t i. 1 - - - - - - - - - - - - -FINISH 2nd FLR- J-;l ,I� t( � i €[ FINISH 2nd FLR. ' i +,-y+�—� .L. _`-�L.:Jr f- -_ '- _ [��g•�+�} ( `r-•, r -.+-- -. rL.�-•i., ,l - - _,II 1 k ..Y-.`l�1~ �T'"_i-: 'Zi``„+_ .Y,_Z' s:'--r" 't- Il _ rk V` - ;1I. i:.,l,'J�� :1 _ + I' I _ P ��. r ., _ _ ., .. _ _ .. _ _ _ - _ _ .. _ _ / l - UU SCTM# 1000-26-2-44 . t ,� r �' .1+..�� ]�• r, �`� .> •:� ,1;�.0,t I�i,irl;.,l' i:• T_�� l�.• I<,,1,[rtI . 1„1(:C.1` I� _•[ .�1 E C.l_ C :11; J•- '1 I .i!k l 1.I� . f 1 _-1 I1�. i �_ .1f i I` !-1• � 1 l�l f j I I l'� 1. I' I f mi, r , ll, C _a !_ 1 !t. C_ lr j 1 ll 1;_ Il I:,I {_I �._ =I jj} 1' I;1 L+L �1 1 ra f' 1. Proposed Elevations acl 1 I.J .. t ry o W• EXISTING ( (] I 1 OUTDOOR SHOWER ! i. (T I L I, ' � s 1 ' - 1 �.� �I� �� ;I I',�. �_�I Darn C I I 1M 111 CIC o� �- TO BE REMOVED I J. f P I i; j' f' e ' t { € 1 3I I I_, 1,. I�, t r t j Q a ( 11.. I a lj. ,1: 1`. 1: 1 I ., �. 1 s 1 1. 1].._ III`. 1 i, I I I. 1.-. _!.I 1- I:. 1 1 .! I _'I > r I a I .C is , (_ ' r I1 I I !L , I ! I i E L I I _ FINISH 1st FLR. f �I 1 11 _ I _ I. I - - - - - - - - - - - - - ( I,I ,, r t S 1 , _ i - - L G I _ - - P - - - - - - - - - - - - - FINISH 1st FLR. 1 1. 1. 17 j. l�f I r i [' - SCALE:As Noted PROPOSED STORAGE SHED North Elevation Barn 4 West Elevation (Barn) A-21 0 Scale: 1/4" = 1'-0" Scale: 1/4" = 1'-0" 12 Issue Date* Set: 14 MIN. 12/13/23 Permit Submission • I •� I NEW HEADER :I ( SET ON TOP OF PLATE I _ +� - ,/ 7 • 71 1 I ----5/4 WD JAMB Drawing L Mnd• PLYWOOD SHEATING ;i i ++ SLIDING BARN DOOR — — Wall/Element To Be Removed ON INTERIOR FINISH OF WALLS ,E ; w/RECESSED TRACK I ` Existing Wall To Remain 'f , I t: , STUD ;I i 1+ t —� New Wall WALL E 1 1 i+ Existing P.C.Foundatlon Wall New P.C.Foundation Wall 1.7777777711 Existing CMU Foundation Wall + I �77, 777 1 New CMU Foundation Wall Lines Above Lines Below ----- ;+ I --•—•—•- Guidelines 1 Ills++ 1 1 j, io1 Door Tag PT 20 SILL ; 101 Window Tag w/5/8"ANCHOR BOLTS @ 4'-0'O.C, TERMITE SHIELD&SILL SEALER Section X, Sheet A-XXX MONOLITHIC SLAB w/FOOTING: 1111 (UNHEATED SPACE) / 4'P.C.SLAB I w/6x6 W2.9xW2.9 WELDED WIRE FABRIC 1 1 I � Detail Tag 1 " -10 MIL.POLY VAPOR RETARDER �•, �+ TRENCH DRAIN CRUSHED STONE DRAINAGE LAYER I " " �' FOR ROOF RUNOFF I PIPED TO DRYWELL I -2'TYPE VIl INSULATION - , , 1 / ; 1 , �" REFERENCE DRAWINGS Elevation Ta /1 SET ON UNDISTURBED EXISTING SUBGRADE " BY LANDSCAPE ARCHITECT g �,itya I X * "+ INISH GRAVEL x rd��/ x Interior Elevation Tag i t REFERENCE DRAWINGS BY LANDSCAPE ARCHITECT x GRADE Powers Hancock Design / 6x6 WELDED WIRE MESH T P.O.Box 400 South Jamesport NY 11970 801.558.3501 / #4 HORIZONTAL (1)TOP&(2)BOTTOM /— Ma shall PaetzerLandds pe Architecture s MattitucktNY 11952 Phone:(631p•209-2420 �—TYPE VII INSULATION -- — --- I Stnrt;tural Enoneer. (2'THICK) Dilandro Andrews Engineering,PLLC 1 158 Country Rd 39 Suite 10 Southampton NY 11968 I i Phone:(631Y259-3959 BEDROOM ' / I--C M IAC 1 S07L1N..1J is-- �_LEEil ^—� r I Wall Section - Shed tifiWROOFRA `- 3 Scale: 1 1/2" - 1'-0„ I { T.O. PLATE l I ' IUj a �EFtED ARC ti Q- \� `yam �A 04348b NEW P.C.SLAB T.O. SLAB - - - - - - - GRADE - - _ VERSFY FINISH ELV IN FIFI.D ` • . I III I I I� I I I � , I I I ICI I I �I I =1 II i III ICI Bellos Residence _ _ 2395 King Street BASEMENT. I III III Orient NY 11957 —I 11 I I 1111 M I tt—_ I I I II I I { SCTM# 1000-26-2-44 - • III II III III III III III= II Building section i III I I_ I III 11 III--III III a Ili II Ill II III III_I11 III—I I I I I�I I--- III-1 I I_ I I C I I=III - III III III II Ili III I I III II II SCALE:As Noted �► 2 Building _ Proposed ro osed Shed at Barn A-31 Scale: 3/8" = 1'-0" issue Date: stt TYP.LAP TYP.LAP 12/13/23 Permit Submission SEE NOTE 1 SEE NOTE 1 DIAMOND SAW CUT.IN AREAS WHERE 6" 6" STOP REINF.SHORT OF SLAB IS LEFT EXPOSED,(I.E.LEFT JOINT AT EACH SIDE FIRST POUR SECOND POUR CENTER UNCOVERED),FILL W/SPECIFIED g • JOINT FILLER IN ACCORDANCE WI }"PREMOLDED TONGUE " STOP REINF.SHORT OF LINE g JOINT AT EACH SIDE CORNER BAR SIZE AND COLUMN I PIER I OR GRADE MANUFACTURER'S INSTRUCTIONS - AND GROOVE JOINT SPACING MATCH BEAM TO BE CENTERED ON HORIZ.REINF. FOOTING d" TYP' I COLUMN I PIER/OR GRADE 56 BAR 0 N 11 II BEAM (TYP.) w_j I I I PIER/COLUMN rwile REINFORCEMENT IFREQ'D Uj l = I �P 1 AT CORNERS �o AT INTERSECTIONS NOTE: h Z w I I I I FOOTING TOP CONSTRUCTION JOINTS ARE TO BE USED WHEN CONCRETING p y REINFORCEMENT IF REQ'D, SEE SLAB PLAN FOR CONTROL THE SAW CUT IS TO BE PERFORMED OPERATIONS ARE TO BE INTERRUPTED.CONSTRUCTION JOINTS Second Pour First Pow o SEE SCHEDULE JOINT LOCATIONS NOTED"CJ" UP TO 12 HOURS AFTER THE CONC. MAY ONLY BE USED AT LOCATION SPECIFIED FOR CONTROL LL — TYP,LAP IS POURED,REFER TO ACI 301. JOINTS,SEE SLAB PLAN AND DETAIL. OPENING SEE NOTE t PROVIDE 1'V GROOVE ON EXPOSED SEE NOTE 3,4 AND 7 _ _ A FACE OF WALL AT JOINT.SEE NOTE 7 0 0'" o �'p o o p TYPICAL CONTROL JOINT DETAIL SLAB ON GRADE CONSTRUCTION JOINT DETAIL CONSTRUCTION JOINT, 6" 6, _ I L CENTER 2x4 KEY ON WALL SHRINKAGE CRACK a o WRAP W.W.F.AROUND CONT.#4 Draw(n p nd• z NOSING BAR,EDGE W/ 'RADIUS TOOL _ a B�g� VAPOR RETARDER, SEE PLAN FOR FTC.BOTTOM REINF., _ - - - LAP EDGES 24"AND TAPE, REINFORCEMENT ° 1'-0' E- SEE SCHEDULE - _ _ Wall/Element To Be Removed OMIT AT EXTERIOR SLABS w SEE PLAN FOR CHANGE _ b BOTTOM OF FTG.EL., Existing Wall To Remain MIN IN ELEVATION g DIAGONAL BARS NOTES: SEE PLAN (2}BARS EACH FACE OF (2)#5 BARS AT EACH o ° New Wall Is go N tw__� FACE OF WALL!T&B OF a 1.SEE FOOTING SCHEDULE FOR FOOTING DIMENSIONS WALL I TRB OF SLAB.FOR PIER,IF REQUIRED __-j Existing P.C.Foundation Wall SIZE,SEE NOTE 1(TYP.) SLAB CONSTRUCTION JOINT CONTROL JOINT New P.C.Foundation Wall = 1� ISOLATED FOOTING SCHEDULE _ ""'' "',` "`"""`""""" NOTE: GEARING CAPACITY OF SOIL=2000 PSF Existing CMU Foundation Wall is=ll+ l I44 �I__, I_ 2 14INX + sl_ 1F=1 IdEll„1' a p ' NOTES: ALLOWABLE 512E REINFORCEMENT 117777,777,7777, New CMU Foundation Wall 1. ALL BAR SPLICES SHALL BE CLASS"B"LAP SPLICES WITH 56 BAR DIAMETERS MINIMUM CALLOUT THICKNESS ADDITONAL INFO. 1.AT WALLS,ADDITIONAL REINFORCING SIZE SHALL MATCH HORIZONTAL AND VERTICAL AXIAL LOAD LENGTH WIDTH LENGTHWISE WIDTHWAYS PROVIDE CONT.CHAIR AT REFER TO GEO TECH. REINFORCING.AT SLABS USE#5 BARS. 2. PROVIDE CONSTRUCTION JOINT AT END OF EACH DAY'S POUR.WALLS SHALL NOT BE POURED IN CONTINUOUS F-2.0 8.0 KI PS 2'.0" 2'-0" 1'-0" (3)-tt5 (3)#5 90d HOOK END REINF.AT EL.SHOWN -—————- Lines Above 3'-0"O.C.MAX TO MAINTAIN REPORT OR 6"MIN. -' LENGTHS EXCEEDING 30 FEET WITHOUT PROVIDING CONSTRUCTION JOINTS OR CONTROL JOINTS. F-3.0 18.0 KIPS 3'-0" 3'-0" V.W (3)-#5 (3)-#5 90d HOOK @ END ----------- Lines Below 2.DETAIL APPLIES AT OPENINGS 12"x12"AND LARGER,A SIMILAR DETAIL MAY BE USED AT GRANULAR SUB-BASE CIRCULAR OPENINGS 12" F-4.0 32.A KIPS 4'.0" 4'-0" 1'.6"AND LARGER. 3. PROVIDE CONSTRVCTIONJCONTROL JOINTS AT FACE OF PIERS UNLESS OTHERWISE NOTED ON PLAN. (6}-#5 (6)-#5 90d HOOK @END - Guidelines NATURAL"CUT"GRADE OR 4. AT CONTROL JOINT,PROVIDE BEVEL JOINT-r 1101NTO WALL SURFACE BOTH SIDES.STOP ALTERNATING F-5,5 60.5 KIPS 5T6" 5�6" 1�6 ($}-#$ (8)-#5 90d HOOK @ END 3.COORDINATE OPENING SIZES AND LOCATIONS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. COMPACTED SUB-GRADE HORIZONTAL REINFORCING BARS 6"SHORT OF CONTROL JOINT. o I NOTE: i01 Door Tag S. SEE APPROPRIATE SECTION FOR WALL REINFORCEMENT. 1)ALLOWABLE AXIAL LOADS ASSUME COLUMN IS CONCENTRIC ON FOOTING-FOR OFFSET FOOTINGS FURTHER TYPICAL SLAB ON GRADE DETAIL-RESIDENTIAL STEPPED SLAB DETAIL 6, VERTICAL REINFORCING ANDIOR SUPPORT BARS NOT SHOWN FOR CLARITY. u ' CALCULATIONS ARE REQUIRED. 2)MINIMUM BASEPtATE SIZE IS TO BE 1'-0"x1'-0"x3/4". 141 Window Tag 7. PROVIDE CAULKING AT JOINT IF REQUIRED.SEE SPECIFICATIONS. • Section X, Typical Slab on Grade Detail T ypical Slab/Wall Pentration Detail Concrete wall Construction Detail T ical Isolated FootingDetail Sheet A-XXX 1 Scale., N-T-S. 2 Scale: N.T.S. 3 Scale: N.T.S. Scale: N.T.S. x r_1 Detail Tag xx Elevation Tag X NS DOWEL IT O C., X AXXX X T1P.HILT4H1T-2ro"HAS Interior Elevation Tag D W G POST,SEE FRAMING PLAN STEEL COL., SEE PLAN r s SIMPSON STRONG-TIE SIMPSON STRONG-TIE SIMPSON STRONG-TIE (4)-3/4.0 F1554 GRADE 36 HURRICANE STRAP HURRICANE STRAP RIDGE STRAP Powers Hancock Design 114 ANCHOR BOLTS W,9" MODEL#CS16(TYP.) MODEL#H8(TYP.) MODEL#LSTA30 P.O.Box 400 SIMPSON CPT66Z I I EMBEDMENT AND 3"HOOK 16"O.G.MAX SPACING ) POST BASE (2)-112"0 ANCHOR BOLTS p p ( ) (16 O.C.MAX SPACING South58-3501 rt NY 11970 801-558-3501 e o ADHESIVELY EMBEDDED 5"Wl CENTER _ _ "'THICK BASE PLATE ON j,endscaPe Arch Pets SIMPSON SET XP EPDXY PganHc LINE o "THICK LEVELING PLATE a e Marshall Paeuel Landscape Architecture O 0 TO MATCH BASE PLATE z 4 12"0 SONOTUBE uJ = 5175 Route 48 DIMENSION ON Mattituck NY 11952 O D rsoovrt���ro.e.,� ��" 0�- 1 "NON SHRINK GROUT Lau w Phone:(631Y209-2410 I YP.HIM H19 2M HAS �- o a FOOTING,SEE PLAN AND 3 #5 DOWELS AT W DETAILS FOR Stnir�t Iral n n r: O O CEtER REINFORCEMENT Dilandro Andrews Engineering,PLLC a Wl0'-8"HOOK LINE SouCountonRd 39 11968 it 10 if- Phone:(631}259-3959 0 5- s•.� PLAN ELEVATION CIf ATTACH FLOOR TO FLOOR ATTACH EACH RAFTER TO PLATE ATTACH EACH RAFTER TO RIDGE U_ BF28'BIG FOOT z FOOTING" TYPE 1 BASEPLATE WALL ADD CONCRETE Sonotube Footing Detail Typical Foundation Dowel Detail Typical Steel Base Plate Details Typical Exterior wall Strapping Details Scale: N.T-S. 6 Scale: N.T.S. 7 Scale: N.T.S. $ Scale: N.T.S. SB ANCHOR BOLT BY Ft ARC SIMPSON STRONG TIE R ED�OpNER G. A/T APPROVED EQUAL �S O��O� 0'-14" MIN. EDGE DISTANCE * aA �,1 #5 BAR CONT, ' FOUNDATION WALL a FOUNDATION T4 04348� MIN EMBEDMENT,SEE SHEAR M OR STEM WALL OR STEM WAI WALL SCHEDULE ON S-300 " 0'-14" MIN. EDGE DISTANCE 0'-6"MIN FOR SB!518X24 0'-8"MIN FOR SB718x24 I •�� ' ° `a . �_ t 0'-44"MIN. (SB5I8 AND 7I8) a° '5"MIN.(SB1) Bellos Residence SECTION PLAN-CORNER 2395 King Street Orient NY 11957 CORNER NON-CORNER CORNER INSTALLATION INSTALLATION INSTALLATION SCTM#(1000-26-2 44) (INSTALL WITH ARROW (BOLT MAYBE INSTALLED (INSTALL WITH ARROW ON TOP OF BOLT AT45°TO 135"AS SHOWN) ON TOP OF BOLT ORIENTED AS SHOWN) ORIENTED AS SHOWN) 45" 135°/90°/45" Structural Details 2 �� ANCHOR BOLT, b TYP. OUTER EDGE OF CONCRETE,TYP. PLAN-ANCHOR BOLT PLACEMENT As Noted 9 SB Anchor Bolt at Foundation wall Scale: N.T.S. S- 100 CONNECT ROOF BEAM TO TOP OF POST W1 -'"�"---��___ ROOF BEAM SEE PLAN 5 i2 1312 Data: Permit Submission (2)-SIMPSON MTS16 TWIST STRAPS, , ALTERNATE SIDES OF POST FOR SIZE AND LOCATION w FASTENER SCHEDULE FOR STRUCTURAL MEMBERS WOOD POST, SEE PLAN -4 DESCRIPTION OF BUILDING ELEMENTS QUANTITY r�TYPE SPACING OF FASTENERS CONNECT ROOF POST TO FOR SIZE CONNECT TOPS OF POST/STUD BLOCKING AND LOCATION RAFTERS ON 4Cv A ROOF FRAMING BELOW W/CS16 OPPOSITE SIDE OF ? 0 112"O A307 THRU-BOLY RAFTER TO TOP PLATE,TOE NAILED 3 8d PER RAFTER IV COIL RAP RIDGE W/SIMPSON 0'-6" 1'4" W/WASHERS CEILING JOISTS TO PLATE,TOE NAILED (3)8d PER JOIST LSTA30 STRAP MULTIPLE MEMBERS, CEILING JOIST TO PARALLEL RAFTERS,FACE NAILED (5)16d EACH LAP O O SEE PLAN FOR SIZE& CEILING JOIST,LAPS OVER PARTITIONS,FACE NAILED (5)16d EACH LAP ROOF RAFTER AND ROOF QUANTITY COLLAR TIE TO RAFTER,FACE NAILED 3)8d PER TIE SHEATHING. SEE PLAN FOR BLOCKING TO RAFTER,TOE NAILED g } (2)8d EACH END SIZE AND THICKNESS, RIM BOARD TO RAFTER,END NAILED (2)16; 1 EACH END RIDGE BEAM, SEE RESPECTIVELY,AND ARCH. ROOF RAFTERS TO RIDGE PLAN FOR SIZE DWGS.FOR PITCH A 1/2*0 A307 THRU-BOLT W/ iv WASHERS @ 16-O.G.W/ TOE NAIL (g)1gd PER RAFTER BLOCKING TO MATCH I OI PER RAFTER (2)@ EACH END FACE NAIL WOOD POST ABOVE WALL FRAMING CONNECT CRIPPLE T TOP PLATE TO TOP PLATE,FACE NAILED 2 16d PER FOOT HEADER WITH SIMPSON LTOP PLATES LAPS AT CORNERS AND INTERSECTIONS 4 1fid EACH SIDE 171MIn� �Et1d• MTS30 TWIST STRAP 2x BLOCKING FACE NAILED 2a"o.C. BETWEEN RAFTERS MULTI-MEMBER CONNECTION DETAIL ,6d 16, - .A N EDGES - - - _ Wall/ElementTa Be Removed Z 19 4 TOP OR SOLE PLATE 70 STUD,END NAILED 2 1fid! 3 16d PER 2x41 PER 2x6 - - - - - CONNECT HEADER/BEAM ��/,y SCALE: N.T.S. BOTTOM LATE TO FLOOR JOIST/ AND JOIST FACE NAILED 2 8d 16d PER 2 16d PER FOOT I Existing Wall To Remaln s-3ao `v TO POST/JACK AND KING J CONNECT RAFTERS TO TOP r`^' '""�~~� New Wall V DOUBLE TOP PLATES END NAILED (2)16d 12.O.C. STUD W/SIMPSON OF WALL Wl SIMPSON TS 12 DOUBLE TOP PLATES,MINIMUM 484NCHES OFFSET OF END r—� 3 Existing P.C.Foundation Wall STRONG TWIST STRAPS JOINTS,FACE NAIL IN LAPPED AREA (8)16d New P.C.Foundation Wall TIE HH HEADER HANGER SIMPSON STRONG TIE HHUS -- FACEMOUNT HANGER FOR SIMPSON STRONGTIE IUS BUILT-UP HEADER TWO PIECES WITH 1 SPACER 16d 16' ALONG EACH Existing CMU Foundation Wail CONTINUOUS HEADER TO STUD,TOE NAILED 4 Sd LVL GIRDER APPLICATION FACEMOUNT HANGER FOR rv, V V=_q New CMU Foundation Wall TJI APPLICATION CONTINUOUS HEADER TO STUD,TWO PIECES 16d 16" O.C.ALONG EACH EDGE FLOOR FRAMING ------- Lines Above WALL JOIST TO SILL OR GIRDER TOE NAILED 4 8d ----------- Lines Below •. PER JOIST SHEATHING BRIDGING TO JOIST,TOE NAILED EACH END — — — — - Guidelines BLACKING TQ JOIST,TOE NAILED 2 gd EACH END LVL GIRDER SEE PLAN TJI JOIST SEE PLAN BLOCKING TO SILL OR TOP PLATE TOE NAILED EACH BLOCK 1oi Door Tag SEE PLANS FOR HEADER LEDGER STRIP TO BEAM FACE-NAILED EACH JOIST JOIST ON LEDGER TO BEAM(TOE NAILED) 3 8d PER JOIST SIZE AND LOCATION BAND JOIST TO JOIST END NAILED 3 16d PER JOIST 101 Window Tag SEE PLAN FOR BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2 16d PER FOOT GIRDER SIZE SOLE PLATE TO JOIST OR BLOCKING FACE NAIL 2 16d 12"O.C. Section X, STRUCTURAL PANELS 8d 12"-24'O.C. nxxx Sheet A-XXX 1 TYPICAL WOOD BEAM/POST STRAPPING DETAIL 2 TYPICAL ROOF STRAPPING DETAIL � TYPICAL GIRDER TO GIRDER/JOIST DETAIL 5 FASTENER SCHEDULE FOR STRUCTURAL MEMBERS Detail Tag 5-300 SCALE:314"= 1'-0" S-300 SCALE: 3/4"= V-0" 5-300 SCALE:3!4"= 1'-0" 5-300 , nxxx Elevation Tag x WALL SHEATHING PANEL,SEE WALL SHEATHING PANEL, SEE SIMPSON HOLD SHEAR WALL END POST, x Axxx x Interior Elevation Tag SCHEDULE SCHEDULE DOWNS AT ALL SEE SCHEDULE SIMPSAT ALLOSH OL DOWNS x SHEAR WALL SHEATHING PANEL EDGE SHEATHING PANEL EDGE POSTS, SEE:SCHEDULE END POSTS, SEE Architect: SCHEDULE NAILING PER NAILING PATTERN NAILING PER NAILING PATTERN ANCHOR HOLD DOWN "A". SEE SCHEDULE "A".SEE SCHEDULE SHEAR WALL END POST, TO THE TOP FLANGE SEE SCHEDULE OF STEEL BEAM W/ V Powers Hancock Design CONT.TIMBERSTRAND TO SIMPSON A34 FRAMING ANGLE THREADED ROD P.O.Box 400 SIMPSON A34 FRAMING ANGLE South Jamesport NY 11970 MATCH FLOOR JOIST DEPTH CONT.TIMBERSTRAND TO 801-558.3501 MATCH FLOOR JOIST DEPTH THREADED ROD I I CONNECTING I I I and--raM Architect' SEE PLAN FOR JOIST SIZE AND SEE PLAN FOR JOIST SIZE AND HOLD DOWNS II Marshall Paetzel Landscape Architecture NAIL BOTTOM AND SHEATHING SPACING SPACING THROUGH FLOOR I I 5175 Route 48 TO BLOCKING PER NAILING NAIL BOTTOM AND SHEATHING Phone: k NY 1/9 52410 TO BLOCKING PER NAILING SEE SCHEDULE I I PATTERN"B" SEE SCHEDULE SHEATHING PANEL EDGE PATTERN"B"SEE SCHEDULE SHEATHING PANEL EDGE Stn�M NAILING PER NAILING PATTERN NAILING PER NAILING PATTERN DilandrAndrews En Inneeerin PLLC "A"SEE SCHEDULE "A"SEE SCHEDULE: 0 158 Country Rd 39 Suite 10 STEEL BEAM, SEE PLAN Southampton NY 11968 Phone:(631}259-3959 SECTION A SECTION B SIMPSON HOLD DOWNS AT ALL SHEAR WALL END POST, SHEAR WALL END POST, SHEAR WALL END POSTS, SEE SEE SCHEDULE: SEE SCHEDULE SCHEDULE SIMPSON HOLD DOW14S AT SIMPSON HOLD DOWNS AT AT FLOOR LEVELS AT STEEL BEAMS ALL SHEAR WALL END 2x BOT.AND FLOOR SHEATHING. ALL SHEAR WALL END NAIL AND SHEATHING TO 2x BOT.AND FLOOR SHEATHING. POSTS, SEE SCHEDULE NAIL AND SHEATHING TO LVL POSTS,SEE SCHEDULE a BLOCKING PER NAILING LVL A BLOCKING PER NAILING L7 1� PATTERN"B"ON SCHEDULE PATTERN"B"ON SCHEDULE {2)-2x TOP SOLID LVL (2}-2x TOP SOLID LVL LVL BLOCKING BLOCKING LVL BLOCKING BLOCKING BETWEEN I-JOISTS BETWEEN I-JOISTS THREADED ROD CONNECTING HOLD THREADED ROD CONNECTING HOLD DOWNS THROUGH FLOOR,SEE elm DOWNS THROUGH FLOOR, SEE Ck el el no SCHEDULE SCHEDULE SIMPSON HOLD DOWNS SHEAR WALL END POST, SIMPSON A34 FRAMING SHEAR WALL END POST, SEE SCHEDULE SIMPSON A34 FRAMING ANCHOR, PROVIDE(2)- SEE SCHEDULE POSTS, SEE SCHEDULED ANCHOR, PROVIDE(2j- SIhAPSON HOLD DOWNS AT ALL SHEAR ANCHORS PER LVL BLOCKING SIMPSON HOLD DOWNS AT ALL SHEAR R ANCHORS PER LVL BLOCKING WALL END POSTS, SEE SCHEDULE a LVL BEAM SEE PLAN ANCHOR HOLD DOWN WITH WALL END POSTS,SEE SCHEDULE THREADED ROD THROUGH DOWNSN HOLD (3)-PLY MIN. a DOWNS AT E:D ARCy MIDDLE PLY OF LVL BEAM SHEATHING PANEL EDGE ALL SHEARWALL 2x BLOCKING,TYP.AT ALL SHEATHING PANEL EDGE 2x BLOCKING,TYP.AT ALL NAILING, PER PATTERN a END POSTS, SEE 4 O`O o AOl'G�0 NAILING, PER PATTERN PANEL EDGES �- PANEL EDGES "A"ON SCHEDULE SCHEDULE _ 4n 7J "A"ON SCHEDULE SHEATHING SHEAR WALL END POST * r- SHEAR WALL END POST, WALL SHEATHING " WALL SS ANCHOR BOLT BY SEE SCHEDULE PANEL SEE SCHEDULE «• ��' SEE SCHEDULE PANEL, SEE SCHEDULE SIMPSON STRONG TIE OR SIMPSON HOLD DOWNS P.T. SILL, SEE NOTE 4 SIMPSON HOLD DOWNS P.T.SILL, SEE NOTE 4 APPROVED EQUAL AT ALL SHEAR WALL END ON SCHEDULE AT ALL SHEAR WALL END 0 ON SCHEDULE AT HOLD DOWNS AT 04348a qTF Q POSTS, SEE SCHEDULE 114"x 5"x�STJEEL FOUNDATION POSTS, SEE SCHEDULE TOP OF FDN.WALL OR PLATE RECESSED LEVEL, SEE SCHEDULE TOP OF FDN.WALL OR AND DETAIL 21S-301 HAUNCH SLAB HAUNCH SLAB INTO LVL BEAM pp " d DRILLED IN AND ADHESIVE DRILLED IN AND ADHESIVE ANCHORED ROD AT HOLD DOWNS ANCHORAGE OF P.T. AT LVL BEAMS E:IIOS ReSIG't1Ce ANCHORED ROD AT HOLD DOWNS '`�•-�-ANCHORAGE OF P.T. AT FND.LEVEL,SEE SCHEDULE SILL TO TOP OF FND. [7 AT FOUNDATION LEVEL AT FND. LEVEL,SEE SCHEDULE SILL TO TOP OF FND. FOUNDATION WALL /'� WALL OR HAUNCH 2395 Kin Street FOUNDATION WALL /� WALL OR HAUNCH OR HAUNCH SLAB_./ .s' OR HAUNCH SLAB—/ SLAB, SEE SCHEDULE SLAB,SEE SCHEDULE Orient NY 11957 SCTM#(1000-26-2-44) 6 TYPICAL" SHEAR WALL DETAIL PERPENDICULAR TO JOISTS , TYPICAL SHEAR WALL DETAIL PARALLEL TO JOISTS $ TYPICAL HOLDOWN CONNECTION DETAILS S-300 SCALE:3/4"= T-0" S-300 SCALE:314"= V-0" 5-300 SCALE:314"= 1'-0" Framing Details NOTES: SHEATHING PANEL NAILING PATTERN "A" NAILING PATTERN "B" SIMPSON HOLDOWN 1. HOLDOWNS INDICATED ARE TO BE LOCATED AT BOTH SHEAR WALL END POSTS AND SHALL ANCHOR ANCHORAGE OF P.T. SILL THE BOTTOM OF THE SHEAR WALL END POST IN ONE OF THE FOLLOWING WAYS: MARK LOCATION TO TOP OF FOUNDATION WALL/ SHEATHING PANEL 2x BOT.AND FLOOR ANCHOR TO CAST IN PLACE END POST SCREWS A.AT SECOND FLOOR SHEAR WALLS, PROVIDE A MATCHING HOLDOWN AT THE TOP OF THE THICKNESS BOTH SIDES OF WALL HAUNCH SLAB EDGES TO VERT. SHEATHING TO LVL MODEL FOUNDATION/ ANCHOR I SOLID WOOD SHEAR WALL BELOW AND CONNECT THROUGH THE SECOND FLOOR WITH A THREADED ROD STUDS TO HORIZ. EMBEDMENT OF THE INDICATED DIAMETER. 2X BLOCKING BLOCKING/LVL WALL BELOW DEPTH (MIN.) POST SIZE{MIN.} B. AT FIRST FLOOR SHEAR WALLS, ANCHOR TO THE FOUNDATION WALL OR HAUNCH SLAB WITH SCALE:As Noted A THREADED ROD OF INDICATED DIAMETER. RODS SHALL BE DRILLED IN AND EPDXY ANCHORED SWA REFER TO 1/2" IN "-2"0x12'" LONG ANCHOR 10d AT 6" O.C. 16d AT 6" O.C. HDU2-SDS2.5 SB 5/8x24 181, (14)SDS 4 x 22 USING SIMPSON SET EPDXY ANCHORING SYSTEM WITH THE INDICATED EMBEDMENT DEPTH. FRAMING PLAN BOLTS AT 4-4 o.c. (2)-2x SW-2 REFER TO 1/2" N 2"@x1z" LONG ANCHOR 10d AT 4" O.C. 16d AT4" O.C. HDU5-SDS2.5 SB 5/8x24 18" (14)SDS a x 22 FRAMING PLAN BOLTS AT 4 0o c (2)-2x 9 SHEAR WALL SCHEDULE AND NOTES .. 1 0 1 S-300 SCALE: N.T.S. JOIST DETAILS Plate nail-16d(0,135"x 3Yz") Load bearing or bracedlshear wall 1Y"round holes may be cut above(must stack over wall below} Plate nail, 16d 0.135"x 3�"} Plate nail,16d(0.115 x 3Yz") � " at 12"on-center load bearing Or braced/shear wall above /CManywhere in web outside of ( When sheathing thickness exceeds/ , Blocking panel: 1a"TJa'Rim Board, must stack over wall below when resent - QR hatched zone if they are at 16"on-center at 16"on-center g 2x_stud wall at Floor panel nail- " ( present) ALL LE HOLES TJI Joists Issue Date: Blocking panel: trim sheathing tongue at rim board 16"on-center 8d(0.131"x 23'z")at 6"on-center 1Y4 or 1Yz TimberStrand'LSL or No load bearing located 3•away horizontally Web stiffener TJI+ Dist. wall above Min.distance from Table A Min.distance from Table S (edge-to-edge) 12113/23 Permit Submission 1Y'TJe Rim Board, 1Y4"or « 1Y2 TimberStrand LSL or q Plate nail-16d 0 135 x 3Yz Blocking panel: from a larger " � required on both ( � ) Web stiffeners required on A get hots. >" sides at A2W ONLY at 16"on-center* q 2x4 minimum Web stiffeners 1Ys"TJ Rim Board, DO TJI-joist Floor panel nail- Sheathing both sides at A3AW ONLY squash blocks required each side 1Y4"or 1Yz"TimberStrand+LSL cut or notch flange. Sd(0.131'x 2Y")at 6'on-center` boundary nails, j 8d(0.131"x 2Y") 1)a"Or 1 Y2" at 63W ONLY or TJI" Dist 9 Rim-to-joist Web Stiffeners required at 4"on-center TimberStrande Ys" Web stiffeners 6' a ' "Q] 6- nail I each side at A3._W 1 1 LSL rim board. B1 B1W required on both Toe nail-10d 0.131" sides of both joist 6" L1 2 x Dt D� Closely grouped round L 2 x L D Toe nail, � Toe nail, • . m { p p z 2 z 6" 6• " l IY TJ Rim Board, When sheathing « " holes are permitted if 10d(0.131"x 3"} 10d(0.131 x 3 ) 7 " x 3 )a#6 on-center ends at B4W ONLY hlo ft.ld gut minimu P minimum No field cur Do not cur (A3.11A3.1 W only) thickness exceeds/ , 12" Web stiffeners required DO NOT ►1O�s In (applies to all holes the group perimeter holaa In hoh s larger at 6"on-center at 6"on-center 1Y"or 1 Y2"TimberStrand°'LSL. trim sheathing tongue min• on both sides at B1 W nd of joists at of holes in cantilever hatched except knockouts) meets requirements for hatched than f/2'10 Web stiffener TJie rim joist at rim board reinforcement. q Toe nail-1 Dd{0.131"x 3") and 62W ONLY PP required On both Must have'fa/4"minimum " � � centerline Table A - End Support ort round or square holes. cones cantilever of support at 6 on-center Install proper blacking to Blocking panels may be required pp * sides at Al W ONLY * joist bearing at ends.Attach * support all panel edges B2 S2W Blocking panels may be required with bracedlshear with braced/shear walls above or Minimum distance from edge of hole to Inside face of nearest end support 819 CA2) A2W rim Dist er A3 detail. A3 A3.1 A3.2 A3.3 walls above or below-see detail B163 ebelow-see detail 61 a J p a a a a a a s JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE *For additional installation specifications see Rim Board Details and Installation in A3W A3.1 A3.2 A3.3 *For additional installation specifications see Rim Board A3•4 A3'4* DEPTH TJI* 2" 3" 4• 5" 6Y2" 7" 8%" 11" 13" 2'" 3" 4- V 6Y,•" 7- 8�" 11" 13- W Nall through 2x_cantilever,wood backer and1. Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9C01. W W W Details and Installation in Weyerhaeuser installation Guide 1Y6"Tt Rim Board or 1Y4"or 1Y2"°TimberStrande TJI`'joist web with 2 rows 10d 0.148"x 3" 110 1'-0" 1''6" r-o" T-a^ 5'-0" 1`0• 1'-s" 2'•6" 4%0" 4'-6- Weyerhaeuser Floor and Roof Framing,TJ-9001. Blocking 1 ( ) 210 r-0^ r.s" x-s- 3'-0- s•s" T-tr r-0" z.s^ 4'.0" s-o• LSL.Nail with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center,clinched. sY:" 230 r-s" 2'-O" z'-6- T-e' s-s' T-o• 2'-W T-0" 4'-6" T-W top and bottom flange.Nall to blocking panel with Use 16d(0.135'"x 3Y2")nails with 3Y2"TJI' 360 1'•6" 2'-0• 3'4r 4'.0" 6•.0" T-s• 2'-6" T-6" 5'-0" V-s• connections equivalent to floor panel schedule. joist flange widths. sso 1'-6" x-6' N-6• s'•0" 'r-o^ x•a- 3'4r 4'-0" s-6" 6'-0" 6'-0"length of TJI°joist 8"diameter maximum hole for 11%a"- , e » » e 110 r•0^ T-0` 1' " " " � • T-6• '-0" " 4•-6• '-0" -V 1/a"TJ Rim Board 1Ya or 1Yz TimberStrand reinforcement and filler 16"deep blocking panels;6"diameter " 210 r-0" T-6- 2-0" 2'-0• x.o" x-6• 6'-a' 1•-0- T-6- 2'-6" T-0" s-cr s 6• s'-s^ 4'-0"length of 7 "_ LSL.Nail with 10d{0.131 x 3 }Waits, , Q�$}HInQ�g+.end, 9 8"diameter maximum hole for 11/a block.Use 4'-0"length maximum for blocking panels 9Y" Attach reinforcement to joist 11/- z30 r-o" 1'•6• 2'-a" 2'.r T-0" T-6• 6'-6- r-o• r-0` 2'-6" T-6' 5'-6- 51-6- 7'•a- 3/4"reinforcement » « « 7 " « one each at top and bottom flange. » 360 V-6" x•0' 3'-0- T-6" 4'-6' V-0" T-0- T-6" 2'-6- 3'-6" 4'-6" V-6- 6'.6- T-6" 16 deep blocking panels;6 diameter with 9Y2 and 11/a TJI eep or shorter than 12 long. with one Sd(0.131' x 2� } - Wall/Element To Be Removed 8"diameter maximum hole for on one side at E2, » Attach reinforcement to lst nail at each comer 560 r•6" 2'•6• T-0' 4'-0" 6'-6- 6'-0• e'•0" x-6• Y - 4'•6- 5'-6' r-0• 7•6` 8'•0" oasis. Do not tut flanges. � Web stiffeners 11/V-16"deep blocking panels; maximum for blocking panels 9Y I 9 Ft applies to 110 1.-V 1•o• T-0• 1'-0" r-6" 7-0" 3'-0' 5'-6- T-O- r-0' r-s" 2'-0" 3•-6- 4'-0" s'-0" a'-0" both sides at E3 deep or shorter than 12"ion with one 8d(O.l3l"x 23ri') Horizontal blocking uniform, r'---+ Existing Wall To Remain *rWInimum d from above required on both 6"diameter maximum for P g' e » « g y 210 r-0" T•0• r-W r'•6" x-0- 2'-6• T-6- 6'-0- 1'-0' T-0- 2'-0" x-6- 4'•0• 4'-6" s'-6" 8'-6- Do not cut flanges. 1Y"TJ Rim Board 1Y4 or 1Y nail at each corner sides at E1 W ONLY blocking panels 9Yz"deep or g ,� panels between each loaded Joists 1a^ 23e r-o" r-o" r-0^ r•s^ x-6" x•s• a'-0- r-0^ r-o- T-0' 2�-0" 3•-0^ 4•-0- s-0- r-0" 9'-0" ff""°'"""'"-'-""'"'"-""p New Wall shorter than 12"long. Timber-Strand"LSL.Nail with joist.Nail to top plate with �^ only. 360 r-0" T-o• T-6' '-s- T-6- 4'.0• 5'-6- - - ,.T T-6• 2'�" 4'•0' 6'-0• 6'-6' a'-o^ 9'-s- �6" Do not cut flanges. 1 " 1Dd(0.131"x 3")nails,one 12"length Df%4" connections equivalent to Wood a' ,�t1` s6o r-o• r-o• z'-0" 3'-0" a•6" s•o" 6'6" s'-0^ T-6• 3'-0- 4'-0" s-0" r-o• r 6- s'-0^ 10.0• [---'4-�1 Existing P.C.Foundation Wall 9 1Ya TJ Rim Board or 1Ya or 1� each at top and bottom flange• reinforcement on floor panel schedule. backer a�` ag 10) 0 - 1'0' t'o" r o" 1-0" z'-0' 3 0^ s o" r-o• r-0" r 0^ 1 s" 3-0• 3'0• 5's^ r s" 10-0- »�»+�+»�»TimberStrande LSL.Nall with 1 Dd 3 + ey t� �t\0 d 0 210 1'•0' 1'•D' 1'-0" 1'-0" 1'•0" 1'-6' 2'6" 3'6" 1'•0" 1'-0• 1'-0" 2.0" 3'-0' 3'6' 6'-6" B'•0" 11'-0• New P.C.FOundatian Waii one side at ES, s(0.131"x 3")nails,one each at Attach reinforcement t0 12" length of/a a�yet �0a 18" 230 1-0" 10• 1'-6. • 11-W 4'0" r-0• 1•-0- 1'-0" r-0" x-o" T-6- 4'-0" r 0" 9'-0" 11•-0- both sides at E6 �� �e 1� Existing CMU Foundation Wall top and bottom fange. joist web with 3 rows Full depth vertical reinforcement on one side ��ti� �r Jr�o 360 1'-0" r-o• T-0^ no" r•6• x-6• 4'6' 6'6" 9'•o" 1-0• 1'-0" 1'-6" T-0" 5•-0• 5'-6` 9'-0" 10.0- 11•-6- 10d(0.148"x 3")nails at 6" blocking between at E7,both sides at E8 F1 �e�g s6o , o" 1-o• 1'-0" r-0" x s" 3 0• s'-0" T s^ 10-0" r 0• x-0" 3'-0^ 4-s" s-6- r-0 10--0- 1r-0" 1x-o' New CMU Foundation Wall Attach reinforcement " on-center,clinched.Use 2 each joist a^ 6" r' e- 10" 12" 14%4' 16V/4" 4- 6' T- a^ 10" tz" 149%4' IS%- __-____ Lines Above ' E7 E8 Less than 5" squash blacks j tD joist flange with 2 � rows with 9y and 11 g" Less than 5' 1a" 360 1'-0' r-0~ 1'-0" x-o- a'-0" 5'•6" s•-s• i'-0" 3•-0• a•-s- 6•-0" 10'-0° 1r-0" 13•-6• ® p" 8d(0.131"x 2Yz")nails at 6" ak�� TJI"joists. 560 1'-0" r-0" 1•-0• x-0• a'-a" r-o" 10'-6" x o^ s-o" ---------- Lines Below 1Ye"TJ Rim Board or 2', R` ' Ga * WEB STIFFENER ATTACHMENT 36o T-0• 1'-0" 1"-0• T-a' 2'-0' 4'-0" r-0" 10'-Cr r-0" P-6• 3-0• a's• e'-0" its• 13-6. 16'6" on-center.When reinforcing _P- CS Use 2x4 minimum squash blocks to 1Y4"or iY2"TimberStrande LSLR Face grain a1�d` g E5 E6 ,��'' 20- -•---•-.- Guidelines both sides,stagger nails. Ye"minimum sso T-0" r-0" r-o" r-0• 2'-0" a••s^ s••s" tr•o• 1•-0" 3'-6• 6••0• r-o• 1o'-s^ 13••0' 14'-s• 15'•s" transfer load around TJI's olst Nall with 10d 0.131"x 3" horizontal E4 Not for use with 31/2"TJh joist flange widths 1" 3 " ( } 2/ maximum E1 E1 nails,one each at top and E3 (%"forTJl"' Nailing: Table Bi - Intermediate or Cantilever Support tot bottom flange. Minimum distance from edge of hole to inside face of nearest intermediate or cantilever su ort Door Tag EXTERIOR DECK ATTACHMENT Option#1: 560,560D) See table below. Apply subfloor TJI°joist blocking with end JOIST TJP ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Structural exterior sheathingWeb stiffener both sides. DEPTH blocks installed at joist-span �" z» 101 Window Ta adhesive to all Y.j P See table below. "Witt, T. 3" 4" s" BY:" 7" ah 11" 13' r' 3" a- s" BY:" 7- a/� 11- 13" g Double TJIe Joist Filler Block: Flush bearing plate required. Flashing locations using point load from above,and no support 110 2'-0" x-6' 3'-6" a'-6" r-6" 1•-6" 2'-6" 3'-0" 5'-6" 6.6'Hanger height must Hanger Backer Block: Install tight MaximumY4"Overhang contact surfaces " " T below,Install web stiffener tight to top flange be a minimum of 60•/ Attach per the table. two 8d(0.113 x 2y) i Tight fit' (gap at bottom flange) yy. 2t0 r o" r-6• 3'6• 5'a" a o° 2-0• 3'0• 4'-0" 6_s" r 6' ofJolsf depth Nails shall be driven from to top flange(tight to bottom permitted at beam. Treated 2x_ nails or 230 2°-6" 3'•0• 4'-0" 5'-6" 8'.6" r.o• Y-6• 4'•6- 6'-6- T-6- Section X, p flange with face mount hangers). led er a� » Nailing Requirements "'t'tx Sheet A-XXX alternating sides.Clinch nails g9 �5Q 2Yz screws, Depth Minimum Web g q 360 3'-0" 4•-0• s'-0^ s'-6^ 9'-0" 3•-0' 4'-6' S'-6^ r-s' 6"-0' Clinch nails when possible. �,! Otis TJI'x'Joist Series Number Nails sso 3•s^ s•o• s'T r•6" 10•0• a•o- s's• s's" 8'•0" 9••0• when possible. See fastener » ,,� �a '� typical (In.) Stiffener Size Type 1Y8'TJ*Rim Board or 1Y4 �u1i End Intermediate 110 1'-0" T-o' T " ^ a•-0- a•- ' - ••0• T-6` " 4•_ " r_ - r s' " table below.Maintain +or%*TimberStrand LSL. 110 All s/a,x 2s16»t„ 210 1•-0" T•e• 2'-(r 3'-0^ 4-6" F-o" 91-0. T-o• 2'-0- T-0" 4-6" V-G' a'-o" 10'-0" ,x Detail Ta 2 distance(minimum)from x g Top mount ."a't 210 All 4"x 2sjs"�" 8d 11/�" 230 1'-0" x-0' 2'-6" 3'•6" 5-0" 5'-6` 10'-0' 1'-0• 2'-6" 3'•6" 5-0" 8'-6' 9'-0' 10'-6" edge of ledger to fastener, 360 x-0" T.0' 4'4r 5'.6" r-n' T-6• 1 r-(r 2•-0• 31-6" 5'-0" T-o- 91-61 9'-6. 111-0" hanger p p Option#2: 23D&360 All %a"x 2�s"", {0.113"x 2Yz} 3 3 660 1•-6' T.0' 4'•6" 5'-6" 6'-0" 6•-6. 121-0• 3'-0' 4'.6' 6'-0" 8%0" 1o••s• 1 r-0" 12'-0" Fastener Allowable Loadi21(lbsfbott) 2x strapping installed at Y3 16d t10 1'-0- 1•-0• T.W T-0" 2•-0- 2.6• 4'-6- 8'•6- 1'-0' v w T 0" z-6" v-0- e-0" 9'-0" 12'-o" x Face mount Backer black Y2"Through bolt joist-span locations using two 560 All 2x4 ill' " 210 1'-0" 1'-0' 11•0- 1'.0" 7-6" T-O' 6-6- 9'•6" 1'-0' 11-T 2'-0" T-6" V-0- 7'-0• 10'-0" 13'•0" Axxx Elevation Tag hanger both sides of web Rim Board Material Y2"lag bolt y"Through bolt with Air S ace 1 » (0.135 x 3y") 14" 230 1'-0" 1•-0• 1'Ar 2'.0" T-6" 4'-0' 6'-(" 10'-0^ T-0" 1'-0' 2'•6" 4%0" V-6' T-V 11'.0" 13'-6' x g 2/z screws per joist,typical with Single TJI`'joist 1a"'TJ"Rim Board';) 480 695 18" 4 4 360 1'-0" 1•-D' 2'-0" T-6" T-6" V-0" SW 12'•6" 1'-0' 2'0' 4'-0" V-6" 9•-T 1V-T 12'e 14'-0" Web stiffeners required if,aides of 1 4"TimberStrand LSL 610 725 61541 Option#3: 560D 20" 2x4 it 16d 5 5 560 1'-0" 11-T T-6" 3'6" s•s" 6-s• 9'•6• 13'•6" T-o• 3'4r 5'-0" r•o" 10"-0' 1 T-0" 13'-6" 15'•0• q i�� 0.135"x 3Y2") 6 11 110 1•-p" V-0" l'-0' 1'-0" 1•-0' 1•-O' 2'-6' 5'-0" 8•-6" 1'-0' 11-V 1'-0" T-0" 3'-6" 4.61 8'-s" 11'-6" 1F-0• x Axxx x Interior Elevation Tag hanger do not lateral) support ort at With top mount hangers,backer block required only 1 "TimberStrand°LSL 675 725 Directly applied ceiling 22' a 9 Y F P H2 H3 24"{t 6 13 210 1'-0" 1'.0- 1'o' t'•0" t'-0" 1'-0' 3'6' 6'-0" 1D•0" 1'-0' 1' 1'-0" 1'•6" 4'-6' 5'-6' 10'-0" 1x•6" 16•-0- least 3/"of TJI joist top flange for downward loads exceeding 250 Ibs or for uplift (1)corrosion-resistant fasteners required for wet-service applications. PB1 When specified on the layout, one of S 16" 230 1-0" 1--0- T-V +'-0" r-s" x-0' 4'-T s'-6" +t'-a" T-o• T-0" r-0" x-6• s•-o- e-(r 1o'-6- 13-s" 16•-V x conditions.For nailing requirements see page 5,TJ (2)Allowable bad determined in accordance with ASTM D7672. a (1)PS or PS2 sheathing,face grain vertical 360 T-0" T-0• T-0• r-0" 3•0" 4'-0• 6'-6' 10'•0" 13••6" 1•-0" r-0- 2'-0- 4'-0- r-s• a'e 13'-0" 14'.6` 17•-0• 9001 Weyerhaeuser Installation Guide for Floor and o 3 1 a"TJ°Rim Board is allowed with joist depths-s16"only, the bracing options above is required 2 Construction Y ( ) J P Y ( ) o grade or better sso r-0" 1•-0• 1.0' 1-0" -s" 3'- • 7-0' 11-0^ 15'-0" 1-0' 1.0- '-s" -s" 9'-tr 1a-o- 14'-s" 1s•-o" 1s•-o- Roof Framing, TJ-9001. (4)Maximum Y2'shlmmed airspace. 3 Web stiffeners are always required for 22"and 24"TJI°560D Joists 4" 6" 7" 8" 10" 12" 14'/"" 16%" 4- 6• 7" 8" 10" 12" 14%" 16%" BEAM DETAILS FASTENING of FLOOR PANELS 360 1'-0• 1'-0' 1'•6" 3'-0 6'0" 9'0" 14'•6" 1'•0" 4%0' V-6' T-0. 14'-6" 16'-6' 19'-0' Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 18" TJI1+1(z1 560 1'•0" 1'-0" 1'•0" x-o• 6'-0• 10'-0" 15'-6" 1'•0" 6'-0" F-6• 111-6" 161-6" 181-0" 1T-6' Rim Board 1a;" TJI°Joists 110 210 230 or 360 360 560 5600 360 11-W 1'-0" 11-0" T-0• S-0- 6'-0. 11•-0. 15"-0• 1'-0" 1•-6' 4•-0` r-0. 12'-0" 161-6" ,s•-o' 20'-6" BEARING FOR DOOR BEAM TO BEAM BEARING AT Nall Size 110,210, 360 and iYs"TJe TimberStrand"LSL TimberStrande LSL Microllam+ Parallam® 20' 660 RO" 1'-0" T-o" 1"-0' T-6- 5'-6" 11'-6" IT-61 11•0" 3'•o" 6'-0• 8•6. 14'-0" 17•-s' 19•-0. 20'-6" Powers Hancock Design BEARING AT WALL and 230 560 Rim Board 1Y4" %" or wider LVL PSL Depth 9 i".111/e 14"-16" 9Y".11 » 14"-16" 9Yz"-111/a" 14"-16" 18"-20" 117/e" 1d"-16" 18"-20" 22"-24" Rectanqutar holes based onmeasummentolkmgeststde. P.O.Box 400 • Leave Ys"of web(minimum)at top and bottom of hole.DO NOT cut joist flanges. South58-3501 rt NY 11970 OR WINDOW HEADER CONNECTION CONCRETE WALL t a 801-558-3501 %"TJ"Rim Board or Strapper cede if to late Sd(0.113"x 2Yz'7.8d(0.131"x 2Yz") 4" 3" 6" 4" 3" 3' 4" 4' Filter Block t i 2x6+a" 2x8+3/e" 2x6+Yz" 2x8+Yx" 2x12+Yz" Two Two Two Four/"x 15" P P P 2x6 2x8 + Tables are based on uniform load tables in current design literature. i0d(0.148"x 3"),12d(0.148"z 3Y4") 4'nl 4"t3l 6" 4' 3" 3" 5" 4• (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing 1Ya"or 1�"TimberStrand"'` is not continuous Over • For simple span(5'minimum),uniformly loaded Joists used in residential appAcatlons,one maximum size round hole maybe located LSL or blockingfor lateral header 16d(0.162"x 3Yz") 6" 6" 16'ta1 6.15i 6.1sl 6"(si g•µt 2x6+%' 2x10*,%' 2x6+Y2" 2x10+Y2" at the center of the joist span provided that no other holes occur in the joist. 1 Ands pe ArGhRE!Gtt 6" Cantilever Filter 2xB 2x10 Not j0 P I Marshall Paetzel Landscape sheathing sheathing sheathing sheathing Not applicable pe Architecture support (1)Stagger nails when using 4"an center spacing and maintain%*joist and panel edge distance.One row of fasteners is permitted(two at abutting (Detail E4) 4'-0"Ivng 6'0'bog 4'-0"long V-0"long 4'-0"long V-0"long applicable 5175 Route 48 panel edges)for diaphragms.Fastener spacing for TJI jolsts in diaphragm applications cannot be less than shown In table.When fastener spacing for ALLOWABLE HOLES - Headers and Beams Ma"ituck NY 11952 Strap per code If top blacking is less than spacing shown above,rectangular blocking must be used in lieu of TJI"joists. Backer Block 11f (Detail F1 51V or%4" ,"or Y '/q"or 1'Net 2x6 2x8 2x12 Two%"x 15" s Phone:{631}209 241a plate is not continuous ••�.: (2)For non-diaphragm applications,multiple rows of fasteners are permitted If the rows are offset at least'/:"and staggered. or H2) sheathing �•55E TimberStrand LSL Headers and Beams over column (3)With 1 Od(0,148"x 1/2")nails,spacing can be reduced to Won-center for light gauge steel straps. 2 x diameter of the Top mount 4 Can be reduced to 5'on-center If nail penetration Into the narrow edge Is no more than 1Ya"(to minimizes littln Filler {0.131"x 3 z") Sin+etLri31 En ri r O P 9 p g)• Nall Size (0.131"x 3") largest hole{minimum) hanger (5)Can be reduced to 4'on-center If nail penetration Into the narrow edge Is no more than 1a'(to minimize splitting). Backer (0.131'x 3"} Dilandro Andrews Engineering,PLLC Protect untreated Y,depth Column Face mount {6)Can be reduced M 3Yz on-center if nail penetration into the narrow edge is no more than 1a"(to minimize splitting). Filter Allowed hate zone 158 Country Rd 39 Suite 20 hanger wood from direct ■Recommended nailing is 12'on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Nall 15 32 50 Southampton NY 11968 contact with recommendations listed above. Quantitylzl Backer 15 15 F _ ____ __ Phone:(631Y259-3959 L1 L2 L3 See current Weyerhaeuser L4 concrete ■Maximum nail spacing for TJI"joists is 18"on-center, -- O -- -- O----- ■14 ga.staples may be substituted for 8d(0.113"x 2Y2)nails if minimum penetration of 1"Into the TJI°'Joist or rim board Is achieved. (1)If necessary,increase filler and backer block height for face mount hangers and maintain Ya gap at top of joist;see detail W.Filler and backer block o L a a a literature for framing connectors , dimensions should s000modate required nailing witWut splitting(12"miNmum for backer blocks and 24"minimum for finer blocks)_ a ° a a e 1.55 E TimberStrand+LSL r To minimize splitting,maintain edge distance and row spacing of 2,j x nail diameter or%',whichever is greater. (2)Clinch naffs when possible. ■Nailing rows must be offset at least Y'and staggered. Header or Beam Maximum Round ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuserinstafiation Guide for Floor Depth Hole Size Multiple-Member Connections for Top-Loaded Beams and Roof Framing, TJ-9001. 9Y4"•9Yz" 3' p P Joists must be laterally supported at 8" 8' 11Ya=11%a" 3X" Fastener Installation Requirements cantilever and end bearings by blocking f4"-16" 458' Piece #of TAD joist floor framing does E1 g General Notes fee illustration for allowed hole zone Fastener � g panels,hangers,Or direct attachment to Width Plies Type"' Min.Length #Rows O.C.Spacing Location When fasteners are required on both not require bridging or a rim board or rim joist. • Allowed hole zone suitable for headers and beams with 10d nails 3" 3m sides,stagger fasteners on the second mid-span blocking uniform and/or concentrated loads anywhere along the member. BEARING AT 12" side so they fail halfway between • Round holes only COLUMN 2 12d-16d nails 3 Y4" 2m One side fasteners on the first side. • No holes in headers or beams in plank orientation. Screws 3Y2"Or 3Y" 2 24^ ' 14d nails 3" 3f71 Al H2 Other Trus Joist® Headers and Beams 12" Both sides DO NOT bevel cut gist Rim board joint Microllam'° LVL f9 3 12d-16d Waits 3 Y4" 2 1 E2 between joists 9 1.3E TimberStrand and Parallam PSL beyond Inside face of wall. J DO NOT overhang seat cuts • 13/" 3fs"or 3Y" Both sides on beams beyond the Inside LSL hole zone hole zone 2 x diameter of the Screws 5 2 24" One side Load must be applied evenly across � 1rO Ys depth " entire beam width.Otherwise, use face of support member. largest hole(minimum) Verify column capacity 10d nails"' 3" 3R1 One side connections for side-loaded beams. DO NOT cut,notch or drill and beam bearing M r2 12" {per ply) -- LS length.See current A 12d-16d Waifs 3Ya 2 ---- -- holes In headers or beams d -1 except as Indicated in e L-..-- - � o o illustrations and tables. Weyerhaeuser literature. Screws 5'or 6" 2 24" Both sides Multiple pieces can be nailed or baited together to Cg ° 6 3/4" One side L6 form a header or beam of the required size,up to a TJIe'rim joist m FtED Aiq Microllam LVL and Other Trus Joists Beams 'CE C'i5r 5"or 6" " Both sides maximum width of 7" 1Ya'TJ'Rim Board or Parallae PSL " Screws 3 " 2 24 L3 » » + allowed hole zone Head)ep Beam Maximum Round 3Yz 2 6/a One side 1Y4 or 1 y TimberStrand'LSL. pin Hole Size 4C �g A CA2) 6L middle Y,span 4Y$' 1" to Yz"bolts 8" 2 24" - V22" 13/a" U aa` s•• N 1 10d nails are 0.128"diameter 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW, USP WS,or TrussLOKP' L1 d 1.3E TirnberStrandr�LSL allowed hole zone d COLUMNDETAILS (2)An additional row of nails Is required with depths of 14'or greater. see illustration for Allowed Hole zone ^* , 3 When oonnectin 4-ply members nail each I to the other and offset nail rows b 2"from the rows in the I below. H1 ( ) 9 PY PY Y PY General Notes BEAM ON B2 • Allowed hole zone suitable for headers and beams with uniform loads only. 04 .f- 348$ oQ` COLUMN CAP NAILING AT BEARING (FLOOR) L5 . Round holes only TJI0 Joist to Bearing Plate Squash Blocks to TJI11 Joist B3 • No holes in cantilevers. • No holes in headers or beams in plank orientation, � " m Load bearing wall above 1Ys, TJ Rim Board Or � g ) " 1y"or 1 Y2"TimberStrande LSL. Joist may be shifted Up to 3'"if Use B1 or E32 at `� One 10d each x e floor panel edge is supported intermediate bearings WARN I G One 8d{0.113"x 2�"} nail into each flange and span rating is not exceeded. B4 g nail each side.Drive with load bearing or Joists are unstable until braced laterallyBellos Residence Do not cut joist flanges, , " nails at an angle at Plumbing Drop bracedlshear wall • eioud Bracing Includes:sln,ll k,as p1 least 1Yz"from end. End ofjolsts from above + Hangers •Rim Board 2395 King Street g Rim Joist Orient NY 11957 u 3y"minimum at centerline L2 COLUMN BASE 1Y4"minimum end bearing intermediate bearing Also see detail B2 of support single-family applications 5Y"may be required t SCTM#(1000-26-2-44) for maximum H1 Shear transfer:Connections equivalent capacity ° to floor panel nettling schedule • - v Rim to TJI&Joist ° / DO NOT walk on joists DO NOT walk on jolsts Da NOT stack building _' '• >'- 1,e"TJ"Rim Board ° until braced. that are lying flat. materials on unsheathed v" R TJI'560 rim joist:Toe ° 1,4 or 1 YZ TimberStrand LSL. Additional joist is required if orTJle 110 rim joist: nail with 10d(0.128"x 3") P g pp o '�. iNJURYMAYRESULT. joists.Stack only over Typical Floor Framing floor panel edge is unsupported L4 p2 One 10d(0.131"x 3")nail into nails,one each side of Or if span rating is exceeded, ° ° '� Exterior Deck WARNING NOTES: beams or walls. TJI joist flange TJIe 560 LA DO NOT use sawn each flange , .. o Lack of proper bracing during construction can result In serious floor joist Attachment lumber for rim TJIe 210,0.13 and 360")ffil joisinto r '` r - Structural 1.All blocking,hangers,rim boards and rimacciden jois.sts at the end serve upports the following I guidelines:Jlss mst be completely installed and proper, nailed. board or brocki» One 16d 0,135"x 3 " nail into INSTALLATION TIPS ,•; ° 9r o ELEVATED ( YZ) sheathing ) y ° as It may shrink 2.Laterial strength.like braced end wall or an existing deck,must be established at the ends of the bay.This can also be each flange. •Subfloor adhesive will improve floor performance,but ° g g y COLUMN BASE With de the>16",use TJI'360 rim Dist. after i»stallatfa». accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. 1%%"minimum bearing p 1 may not be required. ° Top View ° IJSe Only 3.Safety bracing of 1x4(minimum)must be Walled to a braced end wall or sheathed area(as in note 2)and to each joist. Locate rim board joint between jolsts. Safety bracing(1x4 engineered lumber. Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a worker or *Squash blacks and blocking panels carry stacked Protect untreated wood ° minimum)at 8'on-center(6' one layer of unnailed sheathing. BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2).Packing out the web from direct contact with ° See ALLOWABLE on-center for TJIe 110 joists)and 4.Sheathing must be completely attached to each TJie joist before additional loads can be placed on the system. SCALE:As Noted of a TJI joist(with web stiffeners)Is not a substitute concrete 1Y"knockouts H3 HOLES 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. extended to a braced end wall. 6.The flanges must remain straight within 1!2"from true alignment. 1Ya"TJ+Rim Board or for squash blocks or blocking panels. at approximately Fasten at each joist with :;,}.� •., 1Y4"or 1 Yz"TimberStrand LSL. 12"on-center two 8d(0.113"x 2Y2')nails minimum Warning:Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this*When joists are doubler,at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California partitions,space joists apart the width of the wall for Bearin late to be to cause cancer.For more information on Propos!tion 11,visit c,mlinform. flush with inside faceS- 102 Optional plumbing or HVAC. 4P i P P3 non-shrink See framing Ian If applicable)Drive nails at an 9 P (� PP cable)or , � 11 ;. grout One 10d(0.128"x 3")nail each Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). �c 'J of wall or beam angle to minimize Y Ar 0P.RM A Weyefiaeuser,Mlcrollam,Paratlam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side of member at bearing, splitting of plate and RoofFraming, TJ 9000.For minimum Weyerhaeuser NR. (D 2020 Weyerhaeuser NR Company. All rights reserved. 1Yz"minimum from end end and intermediate bearing lengths. �����. Weverhaeuser CarlRisd ! WHOM September 2020 Reorder TJ4015 This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof FramingTJ-9001 and the Deen Depth Trus Joist TJI Joist Installation Guide TJ-9006 which should be referenced for additional information. ROOF FRAMING DETAILS Heel Connection (Platform) Hip/Valley Intermediate Support Outlooker Detail Connect rafter to hip with five 16d(0.131"x�4")nails. Issue Date: S Ridge Connection Connect rafter to valley with 16d(0.131"x 3 a")nails per table below. Dormer Framing 12/13/23 Permit Submission TimberStrande LSL or ' " TimberStrand"LSL rafter 1x_of 2x_ceiling joists Toenail with four 16d(0.131 x 3/4 )nails Four 16d(0.131"x 3Ya")nails Microllae LVL ridge board each side,or four 16d(0.131"x 3Ya")nails Attach blocking to latera!bracing at 48" p through ridge into rafter rafter with two 16d on-ceiter or as specked at each end of strap/cleat !cleat (0.131"x 3Ya")nails Toenail hip/valley to Sheathing or other lateral Header joist see plan post with three TimberStrand' bracing as required Hip member or Toenail header to rafter with four 16d (0.131"x 3 4") 16d (0.131"x 3Y4'") nails from each side or use a hanger for reactions LSL rafter Lateral blocking per 1 valley beam nails per side exceeding 500 lbs. See Framing Connectors tables code or for lateral f in Weyerhaeuser Roof System Guide, TJ-9005 for Sloped bearing surface wind requirements TimberStrand"'LSL hanger capacities. ceiling joist Attach post to bearing wall or beam with three 16d(0.131"x Beam or ceiling joist A23 or A3 clips each side. 2x TimberStrand"LSL plate 2 times joist spacing, " sized to support past (Addresses lateral load only, (connection design may be minimum 3Ya )nails per side not intended for wind uplift.)* required,contact your 3"maximum rafter Weyerhaeuser representative) Additional connections may be required seat cut overhang Attach plate to rim with Structural sheathing Rafter-to-Valle Connection to resist,wind forces in high wind zones Rafter Rafter Roof Snow Load 16d(0.131"x AV')nails On-Center 30 LL+ 15 DL 50 LL+ 15 DL 80 LL+ 15 DL at 12"on-center S pacing Minimum Ridge Board Depth P 9 Span Number of 16d(0.131"x 3 Y4")nails required Dino Legorl- Rafter Pitch *Angle Clips 6' 5 5 5 WaIVElementTo Be Removed Rafter 4:12 to 9:12 10:12 to 11:12 12:12 Hanger Nailing 16'" 12' 5 6 8 9 5 Size Ridge Board Sizes Type Clip Top Plate Rafter/Ceiling Joist 18' 6 9 12 See plan for member Existing wail To Remain Rafter Connection for Thrust: 24' 8 12 New wau 2x6 2;t8 2x10 2x10 Simpson " t " •For lap connection nail quantity requirements,see Rafter Span and Heel , 2x8 2x10 2x12 2x12 Strong Tie" A23 10d x 1Ya 10d x 1Y2 Connection Tables in Weyerhaeuser Roof System Design Guide,TJ-9005. Ceiling outlookers 6 5 5 7 1 Existing P.C.Foundation Wait at hip end 12' 6 8 11 ["'"" "'� New P.C.Foundation Wall 2x10 14" 14" 14" t1SP Structural -If fewer than a nails are required, use only one A23 or A3 clip,each side. 24„ 18' 9 13 * ggT? Existing CMU Foundation Wall R Connectors-0 A3 10d x 13'z" 10d x 1Y2" -If 8-15 nails required,use two A23 or A3 clips,each side. 24' 12 * Open, see plan 20 2x12 14" 16" 16" 22 * Contact your Weyerhaeuser representative New CMU Foundation Wall 24 26 for additional connection information. ------- Lines Above ---------- Lines Below •.•..-�- Guidelines S Door Tag Trimmer joist see plan 101 Window Tag Heel Connection (Lap) Valley-to-Hip Connection TimberStrand®LSL rafter HlpNalley Low End nxxx Section x, Sloped hanger Sheet A-XXx Hip/Ridge/Valley/ Post Detail Hip or member (sloped/skewed if roof Sheathing or other lateral pitches are unequal).t'i x Detail Tag 3"Maximum rafter bracing as required TimberStrand' LSL or valley beam Hip member seat cut overhang Microllam�LVL ridge board Notch TimberStranda LSL Hip/valley x hip/valley to sit on post depth(d) Depth of hiplvalley Elevation Tag (minimum of 75%of original at seat cut(y). member depth must remain). See table below x Toenail hip to ridge with five Ridge board.Toenail ridge-to-hip with four x nxxx x Interior Elevation Tag 16d(0.131"x 3Y4")nails. 16d(0.131"x 34") TimberStrande LSL Connect rafter to nails x Attach blocking to rafter with ceiling joist valley using 16d 27 two 16d (0.131"x 3Ya")nails (0.131"x 3Ya"}nailst2J Alchlt�t" 16d(0.131"x 3Y4")nails for heel/lap connection* Attach hiplvalley member to plate Lateral blocking per code or Post or bearing wall with three 16d(0.131"x 31/4")nails Valley beam.Connect to hip for lateral wind requirements Toenail ceiling joist to top plate per side member with sloped hanger. Powers Hancock Design P.O.Box 400 Toenail rafter to 3� to late with with two 16d (0.131"x 3Ya")nails South lamesport NY 11970 I ,pig HipNalley Depth Contact your Weyerhaeuser representative for sizing of a hip 801-558-3501 three 16d(0.131"x ")nails Minimum Percentage of Original HipNalley Depth Required or valley with a point load. TimberStrand"LSL rafter Member Type TimberStrand®LSL Microllamm LVL 1 and=pa Architect- Hip Member 30% 50% (')See Framing Connectors in Weyerhaeuser Roof System Guide, Marshall Paetxel Landscape Architecture R For heelllap connection nailing see Rafter Span and Heel Connection R R I 21 Weyerhaeuser Roof System Design Guide,TJ-9005. 23 Valley Beam so"io 90"�0 TJ-9005 far hanger capacities. 5175 Route 46 Tables in We I y y g Hip member or valley beam 25 Calculate percentage as yid x 100 28 M See Rafter-to-Valley Connection table in Detail R26 above. Mattituck NY 11952 Phone:(631}209-2410 Structural Engineer Dilandro Andrews Engineering,PLLC AIL ROOF DETAILS 158 Country Rd 39 Suite 10 Southampton NY 11968 General Notes Phone:(631}259-3959 h Unless otherwise noted,all details are valid to a maximum slope of 12:12. Joists>16"have a maximum slope of 3:12. Web stiffeners are required with all 22"and V-cut shear blocking-1Y4"or 1Y2" 2x4 one side.Use 2x6 if 24"joists and when the sides of the hanger TimberStrand'LSL rim board Beveled web stiffeners required on 2x4 one side. Use 2x4 both l g q joist spacing is greater than a • INTERMEDIATE BEARING sides if joist spacing is " do not latterally support at least� of the both sides.Cut to match roof slope. a j � p 9 24 on-center. TJIO joist lop flange.Also see framing plan. Blacking panels or shear blocking may be Two rows 8daF greater than 24"on-center. ix'\�� Web Stiffener required on specified forJolst stability at Intermediate supports (0.113"x 2Y")nails Shear blocking- both sides at R3W ONLY at 8"on-center A t}" 1Ys"TJI Rim Board, Web stiffeners Twist strapand backer block required at t 7 required on both q 10d 0,128"x 3" 1Y"or 1Yi'TimberStrand` ( ) ,� Variable slope seat q R7S with slopes greater than 3:12.Sea nails at$" LSL or TJI joist, connector Birdsmouth cut sides at R7W ONLY NailingRequirements at Bearing In must not q g on-center Web Stiffener required on TJi'`'joist flange overhang inside any of Framingerhaeuser Installation T J 900 Guide for Floor both sides at R1 W ONLY must bear fully on face of plate. Beveled 2x4 block plate. Beveled 2x4 block with Aw Y adjacent span maximum 2 Beveled bearing o 9 P a plate required when ,� J beveled web stiffener on �R` Beveled bearing late A a'� Beveled web stiffeners opposite side of web �' R7 tR7 slope exceeds Y4:12 a� oa both sides required when slope x toc or so it support �exceeds Y4:12 R3 R3W R5 R7 W R7S is allowed only with joist depths t 16" R8 Rg BIRDSMOUTH CUT allowed at low end of foist only BIRDSMOUTH CUT allowed at low end ofJolst only BIRDSMOUTH CUT allowed of low end of Joist only ��*rtED A& Y3 adjacent span maximum Qt{ER G O0A R1 R1W �� A Filler block:Attach per the table below. v Clinch nails when possible. Backer block:install tight to bottom flange(tight to top flange with top mount hangers).Attach per table below. S'TQ 04340 OQ`� LS7A18 strap nails at H6S with slopes greater than 3:12 Strap nails: p Leave 2%"minimum end SHEAR BLOCKING and VENTILATION HOLES(Roof Only) Bel 1e.7 Residence distance Y Y3 Y3 2x4 one side.Use 2x4 both L9TA24(Simpson Strong-Tie or USP t---I tt- t 2395 King Street LSTA18(Simpson Strong-Ties'or USP Structural Connectors Double joist " " sides if joist spacing is )strap with twelve Variable slope joist hanger.Beveled Field trim to match joist depth at outer edge y, Orient NY 11957 Two rows 8d(0.1 i 3 x 7�"'2 ) a Structural Connectorse strap with maybe required realer than 24"on-center. ) 10d(0.148 x 1y2)nails required at H5S with web stiffeners required on both sides. of wall or locate on wall to match joist depth. nails at 8"on-center A \�� g twelve 10d(0.148"x 1Y")nails slopes greater than 3:12 q Use 1 Ya"TJW Rim Board with depths s 16". � when L exceeds L SCTM# 1000-26-2-44 .c � y, joist spacing ( ) F 1 Yr Additional blocking 7 Additional blocking TJi'�Flange Block Nail L may be required for may be required TJI'Depth' D Width Type Size Quantity Allowed hole zone shear transfer Beveled web for shear transfer. Filler 10d(0.128'x 3") 10 Y3 Y3 Blocking stiffener each less than 3Y" Filler Strap nails: 9y"<Ds16" Backer 10d(0.128'x 3") 10 /as required side of TJI' joist Beveled 2x4 block. Leave 23/0"minimum Strap nails: Filler 16d(0.135"x 3Y") 10-each side Y web Typical Roof Framing Second beveled web end distance Leave 2%"minimum 3Yz Backer 10d(0.128"x 3") 10 q V_� stiffener required on end distance Y 2x-overhang.Notch TJI°joist flange must eq Filler 10d(0.128"x 3") 15 �joist opposite side at R10W only. Double beveled bearin late less than 3Yz" „ around TJI joist top bear fully on plate. 9 P Backer 10d(0.128`x 3 ) 15 A" Variable slope Maximum allowable V-cut End wall flange.when slope exceeds Y4:12 Pe joist hanger. 16"<Ds 20" g B[rdsmouth cut must not Filler 16d(0.135"x 3Yz") 15-each side Beveled bearing plate required r Beveled web stiffener 3y2" For TJI 'joists with slopes of 10:12 to 12:12,the vertical depth of overhang inside face of required each side. Backer 10d(0.128"x 3") 15 " " plate. when slope exceeds Ya:12 Web Stiffener required on shear blocking at bearing will require 1Y TJ'�Rim Board or 1Ya or R10 R10W R14 R14 both sides at R14W ONLY HS H5 20"<Ds 24" 3Yz" Filler 16d(0.135'»x 3Y") 25-each side Sg 1Y2`TimberStrand LSL that is one size deeper than the TJI®joist. O gC BIRDSMOUTH CUT allowed $ H5S is allowed only with joist depths< 16" Backer 10d 0.128 x 3" 15 DO NOT use 1Y TJ= Rim Board with 18 -24"TJI joists or in at low end of'Dist only vertilation-hole applications. y H6S is allowed only with joist depths:5 16" SCALE:AS Noted H6 H6 For filler and backer block sizes see Weyerhaeuser TJI S Joist Specifiers Guide,Ti-40oo Weyerhaeuser Warning:Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this S- 103 product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of Callfomia to cause cancer.For more information on Proposition 65,visit .comCnform. 0RZ1l ANAW FOMMW "nom A Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI.TJ,and Trus Joist are registered trademarks of ( mad Swmirq Weyerhaeuser NR, C 2014 Weyerhaeuser NR Company. All rights reserved. i;;;;i;iiAii;Ma PRIM October 2017 Reorder TJ4014 __ - - �I ­ . - �_ 2 A-310 2 I 51. . 1 13'-O'(PROPOSED SHED) :V-2" y — I I I / , , I / NEW SHED ROOF �*I, 12'-O" 61 1 1 - 11. Issue Datea Set . STRUCTURAL NOTES; I 1 12/13123 Permit Submission I HD !At!,(�NTINUOUSA13WE/BELCYWOPEMNG) . 12/26/23 - , I _ — —to I Permit Revision 1 FW:97 �I L 1".L. .L F,' F �'V_ � [� ' :1 L , L LL d L-1_,L L __ —7- , 1. "HD" DENOTES LOCATION FOR HOLD DOWN. I- ���� ir, , , , , Ut i I � , � -101) FO I ........ I'll . I ` _ , , -I'I 'I - REFERENCE SHEAR VVALL SCHEDULE (S R DETAILS ZN _�@ �, FT ki Ill � � E il � 0 /�\ ;�r I I—,I � ]ll I,,, , � � It. - I I � � 2, "SVV'-X" DENOTES SHEAR WALL LOCTIONS. — — // �, M - "I I -i - � I. � (2)OL 0 : �� I i�� I ;� U. CE SHEAR VVALL SCHEDULE (S-1 01) FOR DETAILS z Uj � , --- i, 0 REFEREN 0! r-1=�_ --i - Z: -I, __ ��L 1 L 0 , -_ U.6 r- --7:- -7h ------EXIST 0 TDOOR (n j � 1 7 1 M , , v4 31 ' C; ad . ce 1 3 1/2' " SHOW = 0 i al -ii 1 �� , j . - SKYLIGHT R (n r-�_ �",6-i 4 i 11 �_ , a .11, W "Ill . le NEW -T !I -Ili- - I ,1 1� I a .I F , I :j 3. EXTERIOR WALL FRAMING TO REMAIN §� I I r � TO B MOVED r- 0 1 , . I � = � � �. R.Oj1 I � I ", , I - I I, ,010 I i& ;j I -1, SKYLIGHT i i r , � � i (O � R I . �, , I I'! . 4. REFERENCE DETAILS 1&21S-1 0 1 FOR TYPICAL STRAPING DETAILS A z z STORAGE SHED 0 J� pi, I : H I SA 11 -1�L ; fr I , . P.C.SLAB F(GOR CL �.� T�l I 1 � S � � (2)R.� . f I , 11 1�, i z 5. PROVIDE SIMSON STRON D TIE SDWF2724-TUW (-W 36"O.C., 12" FROM CORNERS. � PLYWOOD WALLS � I D 1 i U I 2 � ,� - ! � Ili I� � � A 1 1 1 (UNCONDIT16NED) � I � ; �I r I �1� ! I , 'T� I.. I I .- .11 . I 1-1 ,� i I . 'I_,� " I I I fj" , I �l 11 11 � i ­�'_� i i___ M -. f-i , � ,�; J!,Ill , . : 114, 6. CONTRACTOR TO VERIVY CAST IN PLACE FOUNDATION WALL HAS ANCHORS TO SILL. '' 11 � I Ill CONTACT ARCH ITECT/ENGINEER IF NO ANCHORS EXIST .___._______ - -- - I ." 11 I - I . I I L � _1___1____� _�_` � - . _1 �_ _�41 1, I - .I � I , ___, , .- N � - I ......... � .1 ­ �I. I LJL+j�-r�j+_HL --i­_,_4 _4_� - � I ", ,,, , .,\\\ ,\,"",\�_\,��N,\\".��,I ­ """ , - _j _� .N. I IIIX,\.\,&�,��I' .:­'<�-,'N, � I � ,, �_ . - ,,, .,­'�,��,'0�S"` . ... - I ,�,-,-,,� \,� ,�, \­,�'. \��N,r I - ­ , I\ I "N'\\ . 1, ,", 1. ; -I , � � _ , " 4 11 - I I, .X .\ \ _,`� . .� \ � '. . - A I , \\ '\�, � , . ,,\ �\ I . I I . I . �, �� .,\ - � �I� .. -�,\,\ " I \ ,\ . 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Second Floor Plan (Barn A- 1 1 0 4 Plan (Barn) 2 Scale: 1/4" = 11_0#1 Scale: 1/4" = V-0" I I EXISTING STAIRS TO BE REMOVED — r — _ — .— Issue Date: Set: PROJECT INFORMATION ,0/5/22 For Structural Engineer m X u 7 Cn —————— 11/28/22 Pricing Set 1 I exisr. 1/11/23 Revised Pricing EXISTING ROOF L TD R 1/26/23 Permit TO BE REMOVED I "owER 1000-26-2-44 �~ �-- -- PROPERTY 2395 King Street ADDRESS Orient NY 11957 ZONING R-80 (non conforming) f ALLOWABLE - 35'-0" (SLOPED) \ BUILDING HEIGHT - 25'-0" (FLAT/MANSARD I \\EXISTING\ EXISTING -23'-6" �2 STORY BARN \ SETBACKS PRIMARY TO BE RENOVATED\ (NO CHANGE TO FOOTPRINT) (ALLOWABLE) FRONT -35' \ � I SIDE - 10� (25' SUM OF BOTH) REAR 35 Al)PR VED AS NOTED SEE SITE PLAN FOR - �\ ( Drawing Legend: PROPOSED) ACCESSORY DATE:4' B.P. Wall/Element To Be Removed 18' HIEGHT - 5'20' HIEGHT - 15' FEE: < BY: -----� Existing Wall To Remain I j I 22' HIEGHT -20' NOTIFY 3UILDING i"__:P.ARTMENT AT New wall 765-1802 8 AM TO 4 PM FOP THE , Existing P.C.Foundation Wall I 20' EXISTING SWIMMING PObL LOT AREA sf lvG INSP�cT�oNs: COVERAGE 1. FGUN IATION - TV.J REQUIRED New P.C.Foundation Wall EXIST.r— --- — — — --- & I CALCULATIONS OURED CONCRETE I<XXXXXXZI Existing CMU Foundation Wall 1 ABOVE-GRADE PATIO LOT COVERAGE 2. ROUG 4 - FRAMING & PLUMB!NG New CMU Foundation Wall ALLOWABLE-20% OF LOT AREA = (2,686sf) 3. INSUL TiON I 4. FINAL - COlIST^l'CTIIN MUST — Lines Above BE C MPLETE F'3� J. - Lines Below EELS ALL CON 'TRUCTI 'N SHALL MEET THE — — — — - Guidelines DWELLING - 1,324 sf REQUIRE�1ENTS OF THE CODES OF NEW DECK/PERGOLA - 304 sf GARAGE - 266 sf YORI< STATE. NOT RESPONSIBLE FOR 101 Door Tag 1 - GARAGE PATIO/PERGOLA 81 sf DESIGN R CONSTRUCTION ERRORS. APPROXIMATE LOCATION OF NEW DRYWELL � I I BARN - 600 sf 101 Window Tag REFERENCE STORMWATER MANGEMENT PLAN BY LANDSCAPE ARCHITECT \ ROOF OVER PATIO (@ BARN)- 43 sf I POOL - 448 sf p section x, . I CO PLY WITH ALL CODES OF RAISED POOL PATIO - 638 sf Sheet A-xxx I TOTAL- -3,644sf NEW YJRK STATE & TOWN CODE AS RE .UIRED AND CONDITION'S O ` 1 r7 Detail Tag PROPOSED- DWELLING - 1,324 sf _____ `a,a ROAr DECK/PERGOLA - 304 sf Elevation Tag GARAGE - 266 sf _____.__ SOT'pc i cC D TO',%N T FNSTEES x GARAGE PATIO/PERGOLA - 81 sf — I;.,` x Axxx x Interior Elevation Tag BARN - 600 sf I POOL - 448 sf x f RAISED POOL PATIO - 638 sf Architect I TOTAL- -3,601 Sf ` I ResCheek for Barn 2nd Floor UUGUPANCY OR U� _ I$ UNLAWFUL Powers Hancock Design t P.O.Box 400 I South Jamesport NY 11970 \ _ `^' 'HOUT CERTIFICATI: 801-558-3501 Generated by REScheck Web Software 1 �\EXISTING t\GARGAGE I Compliance Certificate 0 OCCUPANCYLandscapeaAlLandct Marshall Paetzel Landscape Architecture I5175 Route 48 Mattituck NY 11952 } Phone:(631)-209-2410 I QI Project Bellos Residence Ile120 Energy Code: 20181ECC RETAIN STORM WATER Rl1�iQFF Structural Engineer: C) I Location: Southold,New York PURSUANT TO CHAPTER 236 Dilandro Andrews Engineering,PLLC 158 Country Rd 39 Suite 10 m W Construction Type: Single-family OF THE TOWN CODE. Southampton NY 11968 Ln z Project Type: New Construction �J Phone:(631)-259-3959 W J Orientation: Bldg.faces 225 deg.from North Conditioned Floor Area: 600 ft2 O Glazing Area 13% I ( Climate Zone: 4 (5572 HDD) I QQC W a U O Permit Number.Permlt Date: G -�•`*»''; '�'�•® - - �'- U q^ rr"T3€ 'e a P;I'Ct� e ir t a �) Q a Construction Site: Owner/Agent: Designer/Contractor: s ' I EXISTING DECK 2395 King Street Alex&Emily Bellos Christopher Powers Orient,NY 11957 2395 King Street Powers Hancock Design Orient,NY 11957 WITH PERGOLA PO Box 400 I South Jamesport,NY 11970 801-558-3501 christopher@powershancockdesign. com e kll exterior lighting _ Compliance: 17.9%Better Than Code Maximum UA: 218 Your UA: 179 Maximum SHGC: 0.40 .Your SHGC: 0.33 1 istalled,replaced or The%Better or Worse Than Code Index reflects how dose to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. r( paired sshnll conform, i tradeoffs longer n or compliance R Each s1 grade assemblinthspeccied climatezone mustt met the mmum enegyodeinsulation R-valueand depthrequeme t to Chapter 172 \ I Envelope Assemblies Of the Town Code El \ ` New roof w/flat ceiling:Flat Ceiling or Scissor Truss 707 39.0 0.0 0.030 0.026 21 18 \ Skylight:Wood Frame Q- Gj o I I \ \ ( 17 0410 0 SHGC:0.23 . .550 7 9 �� - �� \ Front wall:Wood Frame,16"o.c. A EXISTING\ 3so z3.o 6.z 0.039 0.060 1z 1s Orientation:Front * Windows:Wood Frame 2 STORY DWELLING SHGC:0.39 81 0.280 0.320 23 26 , Orientation:Front ,,_. -,.. \TO REMAIN Right Wall:Wood Frame,16"D.C. 480 23.0 6.2 0.039 0.060 15 23 Orientation:Right side } \\ \ I Door. lass Door(over 50%gIazing) � 4348a \ SHGC: tion 77 0.320 0.320 25 25 I t e t\ ( Right e OF Windows:Wood Frame SHGC:0.39 15 0.280 0.320 4 5 \ Orientation:Right side I I Back Wall:Wood Frame,16"o.c. Orientation:Back 380 23.0 6.2 0.039 0.060 13 21 I Project Title:Bellos Residence Report date: 12/15/22 Data filename: Page 1 of10 - - Bellos Residence 2395 King Street I Orient NY 11957 Drawing List: SCTM#(1000-26-2-44) I SHEET NAME DATE A-001 Site Plan 1/26/23 A-002 Code Sheet 1/26/23 Site Plan I A-003 Schedules 1/26/23 EX-110 Existing Conditions 1/26/23 I A-110 Floor Plans 1/26/23 A-210 Elevations 1/26/23 SCALE:As Noted PROPOSED SITE PLAN NOTE: A-310 Building Sections 1/26/23 ` I 1. BASE MAP INFORMATION BASED UPON SURVEY PROPOSED SITE PLAN BY KENNETH M.WOYCHUK LAND SURVEYING, PLLC S-100 Structural Framing Details 1/26/23 -P Scale: 1:100 N.Y.S. LISC. NO. 050882, DATED APRIL 12, 2021 S-101 Framing Details 1/26/23A-001 2. REFERNCE DRAWINGS BY LANDSCAPE ARCHITECT S-102 TypicaI Floor Framin 1/26/23 FOR ADDITIONAL SITE PLAN INFORMATION S-103 T ical Roof Framin 1/26/23 GENERAL Nn_TF_s_: FOUNDATION NOTES: e Date: Set: THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO THE Issue 2 For Structural Engineer 1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. ACCORDANCE WITH THE NEW YORK STATE UNIFORM 11/28/22 Pricing Set - GIRDER AS SPECIFIED BUILDING CODE,AND THE NEW YORK STATE ENERGY 1- ALL CONCRETE 3,500 PSI MINIMUM AFTER 28 DAYS. 1/11/23 Revised Pricing CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA AS PER NYS RESIDENTIAL CODE R 301.2.1 CONSERVATION CODE,AND LOCAL AUTHORITIES. 1/26/23 Permit 2-ALL REBAR ASTM A-615 GRADE 60. - BLOCKING PER ULTIMATE IC.SHIELD UNDERLAYMENT 2. ALL DIMENSIONS AND GRADE CONDITIONS TO BE MANUFACTURES SPEC. GROUND SNOW LOAD WIND SPEED(MPH) SEISMIC DESIGN CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY WINTER DESIGN TEMP. REQUIRED FLOOD HAZARDS VERIFIED BY CONTRACTOR(S)PRIOR TO START OF 3-FOOTINGS ARE TO BE INSTALLED ON UNDISTURBED VIRGIN SOIL. THE BOTTOMS OF ALL FOOTINGS ARE TO BE - JOISTAS SPECIFIED CONSTRUCTION AND ORDERING OF MATERIALS. THIS INSTALLED A MINIMUM OF 3'BELOW GRADE UNLESS INDICATED OTHERWISE. FOUNDATION HAS BEEN DESIGNED FOR A SOIL • - METAL HANGER PER 20 130 B SEVERE 36"(TOP) M to H S to M 11 YES 1984/1998 BEARING CAPACITY OF TWO(2)TSF AND GRADES LESS 4-REBAR INSTALLED ALONG THE TOP OF THE FOUNDATION WALLS WITHOUT WINDOWS ARE TO BE INSTALLED 3"BELOW MANUFACTURES SPEC. THAN 5%. CONTRACTOR SHALL VERIFY THAT THESE THE TOP OF THE FOUNDATION WALL.REBAR INSTALLED ALONG THE TOP OF FOUNDATION WALLS WITH WINDOWS ARE TO CONDITIONS ARE MET. ALL FILL BENEATH CONCRETE BE INSTALLED 3"BELOW THE BOTTOM OF THE WINDOW OPENING. SLABS TO BE COMPACTED TO 95%RELATIVE DENSITY. 5-ALL SNAP OFF FORM TIES ARE TO BE REMOVED AND REMAINING OPENINGS ARE TO BE SEALED/GROUTED. Typical Joist Hunger LIGHT WOOD-FRAME WALL 3. PROVIDE FLASHING AT ALL ROOF BREAKS, 11 Not To Scale CHIMNEYS,SKYLIGHTS,EXTERIOR DOORS, WINDOWS 6-THE FOUNDATION CONTRACTOR SHALL COORDINATE WITH THE PLUMBING AND ELECTRICAL CONTRACTORS RELATIVE AND DECKS ETC. TO INSTALLATION OF SLEEVES AND OTHER PENETRATIONS PRIOR TO POURING CONCRETE. PLYWOOD OPENINGS 4. DO NOT SCALE DRAWINGS. 7-THE ENGINEER IS TO BE CONTACTED IF UNACCEPTABLE OR QUESTIONABLE SOIL IS ENCOUNTERED DURING RAFTER PROTECTION;THICKNESS 5. DESIGN CONSULTANTS OR RECORD ARCHITECT EXCAVATION.UNACCEPTABLE SOIL IS SOIL CONTAINING CLAY AND/OR ORGANIC MATERIAL OR HAVING A BEARING CAPACITY (1)SIMPSON H2A STRAP PER DEPENDS ON WINDOW OPENING -ENGINEER ARE NOT RESPONSIBLE FOR THE INSPECTION, OF LESS THAN 2 TONS PER SQUARE FOOT. RAFTER w/(12)8d COMMON NAILS WIDTH (I) SUPERVISION,OR ADMINISTRATION OF THIS � ,: = 8-INSTALL ISOLATION JOINTS ALONG FOUNDATION WALLS AND AT COLUMN AND OTHER FLOOR PENETRATIONS. DrawingLegend- WALL CONSTRUCTION PROJECT.FEDERAL, STATE AND LOCAL PLATES ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE 9-INSTALLED CONTRACTION JOINTS IN THE CELLAR FLOOR SLAB EVERY 18'MAXIMUM. _ _ _ _ _ _ Wall/Element To Be Removed STUD WALL I I NOTE: IN LIEU OF SCREWS,LUGS RESPONSIBILITY OF THE CONTRACTOR. (1)CSHP18 METAL WITH NUTS AND WASHERS MAY 10-FOUNDATION EXCAVATION IS NOT TO BE BACK FILLED PRIOR TO THE INSTALLATION OF THE FLOOR FRAMING. --� Existing Wall To Remain STRAP PER STUD w/ 6. THIS DRAWING IS AN INSTRUMENT PREPARED TO BE USED FACILITATE CONSTRUCTION AND SHALL NOT BE New Wall (1)CSHP18 METAL STRAP PER ; (8)8D COMMON 11-BACKFILL ALONG FOUNDATION WALLS IS TO BE GW,GP,SW OR SP SOILS PER USCS(ASTM D 2487)AND IS TO BE STUD w/(8)8D COMMON NAILS PER END CONSTRUED AS A CONTRACT BETWEEN BUILDER AND MECHANICALLY COMPACTED IN 6"LIFTS TO 95%OF MAXIMUM DRY DENSITY. ["� � " '1 Existing P.C.Foundation Wall Rafter/Plate/Stud Connection 1 NAILS PER 10"END LENGTH SEE OWNER. Not To Scale DETAIL 12-UNDERPIN EXISTING FOUNDATION. CONNECT EXISTING FOOTING TO NEW FOOTINGS AND WALL TOPS WITH NO.5 P'• ` - 7. THIS STRUCTURE HAS BEEN DESIGNED IN " � New P.C.Foundation Wall A ACCORDANCE WITH THE NEW YORK STATE ENERGY REBAR DOWELS. Existing CMU Foundation Wall CONSERVATION CODE. >�'�" C New CMU Foundation Wall SUGGESTED UNDERPINNING PROCEDURES: ------- Lines Above ANCHOR BOLTS 8. CONTRACTOR SHALL OBTAIN ALL PERMITS A)UNDERPIN PRIOR TO ADDITION OF ANY NEW LOADS ON WALL. _ w/0.229"x3"x3" - - Lines Below WALL STUD I BEARING PLATES, 11FRAMING11 - , 9. DIMENSIONS,ELEVATIONS,MEMBER SIZES,AND B)EXCAVATE SMALL EXPLORATORY PIT AT EXTERIOR WALL TO DETERMINE DEPTH AND WIDTH OF EXISTING FOOTING. - - - --- Guidelines I (TYR) f '��`��� DETAILS OF EXISTING STRUCTURE SHOWN IN THE INFORM ARCHITECT/ENGINEER OF FINDINGS BEFORE PROCEEDING. �D 3"No.8 SCREWS 12"O.C. DRAWINGS ARE BASED ON LIMITED FIELD MEASUREMENTS AND MAY NOT BE ACCURATE. THE C)UPON RECEIVING APPROVAL, EXCAVATE TO THE TOP OF THE EXISTING FOOTING FOR THE ENTIRE LENGTH OF THE AREA G CONC.WALL Door Tag CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND TO BE UNDERPINNED ON BOTH SIDES OF THE FOUNDATION WALL.REMOVE INTERIOR CONCRETE FLOOR AS NECESSARY. WASHER(TYR) CONDITIONS OF THE EXISTING CONSTRUCTION AT THE JOB SITE PRIOR TO FABRICATION OR CONSTRUCTION. ANY 101 Window Tag o' FLOOR JOIST D)EXCAVATE BY HAND BELOW THE EXISTING FOOTING AT NO MORE THAN 3 FOOT LENGTHS.E)INSTALL A KEY WAY _ DEVIATIONS FOUND IN THE FIELD FROM WHAT IS SHOWN BETWEEN SECTIONS.ALLOW 7 DAYS CURING. w 1/2"PLYWOOD ON THE DRAWINGS SHALL BE REPORTED IN WRITING TO v THE ARCHITECT AND ENGINEER PRIOR TO FABRICATION Section X, GLASS OR CONSTRUCTION. F)BACK FILL AND REPLACE INTERIOR FLOOR AS NECESSARY. V ' Sheet A XXX ANCHOR BOLT G)DURING THE UNDERPINNING PROCEDURE,MONITOR THE EXISTING FOUNDATION WALL FOR EXCESSIVE MOVEMENT 4'O.C.(TYPICAL) 10. THE STRUCTURAL ELEMENTS OF THE PROJECT HAVE AND/OR CRACKS.NOTIFY THE ARCHITECT/ENGINEER IF MOVEMENT AND/OR CRACKS ARE NOTED. v L� N WALL STUD I w 12"FROM CORNERS First Floor & Sill Anchors BEEN DESIGNED FOR THE SPECIFIED VERTICAL AND L Detail Tag � I w/0.229"x3"x3" 9 Not To Scale PLASTIC-COATED LATERAL FORCES ACTING ON THE COMPLETED BUILDING. 13-DOWEL TO EXISTING FOUNDATION WALL WITH NO.5 REBAR. GROUT SOLID ALL CAVITIES IN EXISTING WALL FOR (1)CSHP18 METAL BEARING PLATES, _ PERMANENT WOOD SCREW IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO THREE FEET FROM NEW WALL. x STRAP PER STUD o'' (TYR) GLASS ANCHORS DESIGN AND PROVIDE ALL REQUIRED SHORING AND � Elevation Tag w/(8)8D COMMON o BRACING NEEDED DURING CONSTRUCTION TO MAINTAIN ���ddd NAILS PER END 1/2"PLYWOOD THE STABILITY AND SAFETY OF THE x PARTIALLY-COMPLETED STRUCTURE AND FOR FRAMIN CONSTRUCTION LOADINGS THAT EXCEED THE SPECIFIED x Axxx x Interior Elevation Tag Stud Straps @ DESIGN LOADS. Second Floor Box FRAMING NOTEs: x 2 Not To Scale 11. DETAILS LABELED"TYPICAL"ON THE DRAWINGS THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO Header & Post Tie Downs SHALL APPLY TO ALL SITUATIONS OCCURRING ON THE THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. Archie Not TO Scale WASHER(TYR) PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. THE APPLICABILITY OF THE WOOD FRAMING 2 1/2 Nail Sizes TYPICAL DETAIL IS TO BE DETERMINED BY THE TITLE OF MIN. Joint Description (common nails U.O.N.) Nail Spacing THE TYPICAL DETAIL. SUCH TYPICAL DETAILS SHALL APPLY 1.ALL LUMBER IS TO BE NO.2 OR BETTER DOUGLAS FIR LARCH WITH THE FOLLOWING MINIMUM SPECIFICATIONS: Powers Hancock Design �-3"No.8 SCREWS 12"O.C. WHETHER OR NOT THEY ARE KEYED IN AT EACH LOCATION FB=900 PSI P.O.Box 400 ROOF FRAMING DETAIL A-TYPICAL ATTACHMENT OF IN THE DRAWINGS. FV=180 PSI South Jamesport NY 11970 PLYWOOD OPENINGS PROTECTION TO FC PERP=625 PSI 801-558-3501 ER-' Rafter to Top Plate(Toe-nailed) 3-8d per rafter WOOD-FRAME BUILDING 12. AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY E= 1,600,000 PSI Ceiling Joist to Top Plate(Toe-nailed) 3-8d perjoist RESPONSIBLE FOR THE CONDITIONS OF THE JOBSITE Landscape ArchitectBEAM THROUGH-BOLTS Ceiling Joist to Parallel Rafter(Face-nailed) 3-16d each lap r INCLUDING SAFETY OF PERSONS AND PROPERTY. THE 2.ALL LAMINATED VENEER LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: Marshall Paetzel Landscape Architecture THROOUU GHH-B-B OLTS ` -- w/WASHERS Ceiling Joist Laps over Partitions(Face-nailed) 4-16d each lap PROVIDE IF CODE REQUIRED: ARCHITECT'S OR ENGINEER'S PRESENCE OR REVIEW OF FB=2,900 PSI 5175 Route 48 `WORK DOES NOT INCLUDE THE ADEQUACY OF THE FV=290 PSI Mattituck NY 11952 Collar Tie to Rafter(Face-nailed) 2-8d per tie ALTERNATE TO 1120'MPH CERTIFIED WINDOW Phone:(631)-209-2410 Blocking to Rafter(Toe-nailed) 2-8d each end CONTRACTOR'S MEANS OR METHODS OF CONSTRUCTION. FC PERP=750 PSI 4 4 INSTALLATION: PLYWOOD PANEL WINDOW AND E=2,000,000 PSI Structural End n r• D 5 1/2" Rim Board to Rafter(End nailed) 2 16d each end DOOR PROTECTION FOR WOOD FRAMED BUILDINGS 3.ALL LAMINATED STRUCTURAL LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: Dilandro Andrews Engineering,PLLC MIN. 4i '-0"I 4'0" TYP. GYP• WALL FRAMING FB=2,800 PSI 158 Country Rd 39 Suite 10 Top Plate to Top Plate(Face-nailed) 2-16d 1 per foot F13=2,0 PSI Southampton NY 11968 0 3 2 3 3 2 3 Top Plates at Intersections(Face-nailed) 4-16d joints-each side Phone:(631)-259 3959 FC PERP=740 PSI Stud to Stud(Face-nailed) 2-16d 24"o.c. E=2,100,000 PSI Header to Header(Face-nailed) 16d 16"o.c.along edges POST BASE 4.ALL ANTHONY POWER BEAMS(APB)ARE TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: ONC.PIER Top or Bottom Plate to Stud(End-nailed) 2-16d per 2x4 stud FB=3,000 PSI 2-16d per 2x6 stud FV=300 PSI o FC PERP=850 PSI 2 1 2 2 1 2 2-16d 1'2 per 2x8 stud E=2,100,000 PSI Bottom <I Plate to Floor Joist,Bandjoist,Endjoist or Blocking 2-16d per foot 5.ALL TREATED LUMBER IS TO BE NO.2 OR BETTER SOUTHERN PINE AS GRADED BY THE SPIB. (Face-nailed) 6.ALL BEAMS FABRICATED WITH MULTIPLE LAMINATED VENEER LUMBER BOARDS ARE TO BE NAILED/BOLTED IN FLOOR FRAMING ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d perjoist 3 Deck Beam/Post Bridging to Joist(Toe-nailed) 2-8d each end 7.ALL STRAPS,CONNECTORS,PLATES,BOLTS,NAILS,ETC.ARE TO BE GALVANIZED OR STAINLESS STEEL.DESIGNATED Not To Scale _ Blocking to Joist(Toe-nailed) 2-8d each end CONNECTORS,STRAP ETC.ON THESE DRAWINGS ARE MADE BY SIMPSON UNLESS INDICATED OTHERWIISE.ALL o 3 2 3 3 2 3 Blocking to Sill or Tap Plate(Toe-nailed) 3-16d each block a CONNECTORS,STRAPS ETC.ARE TO BE NAILED/BOLTED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. � � Ledger Strip to Beam(Face-nailed) 3-16d each joist 8.ALL FLOOR SHEATHING IS TO BE 23#32 INCH AC TYPE PLYWOOD,TONGUE AND GROOVE,WITH AN AR,A SPAN RATING t Joist on Ledger to Beam(Toe-nailed) 3-8d perjoist OF 48 Gable Roof Plan:7 to 45 de>rrees /24.FLOOR SHEATHING SHALL BE GLUED AND SCREWED TO THE FLOOR JOISTS(6"O.C. EDGES AND 12"O.C. Band Joist to Joist(End-nailed) 3-16d perjoist FIELD). CSHP18 METAL 4 Band Joist to Sill or Top Plate(Toe-nailed) 2-16d 1 per foot STRAPS w/(8)8D 4'-0" TYP. 9.ALL ROOF SHEATHING IS TO BE 5/8 INCH APA RATED SHEATHING. SPAN RATING AS REQUIRED TO SUIT SUPPORT COMMON NAILS PER ROOFSHEATHING SPACING INDICATED,EXPOSURE DURABILITYI,TWO SPAN MINIUMUM. 10"END LENGTH �ERED ARC } Structural Panels 8d SEE NAILING SCHEDULE 10.ALL WALL SHEATHING IS TO BE 15/32 INCH APA RATED EXPOSURE 1 PLYWOOD AND SHALL BE NAILED �j�5 p PNER G RAFTER 3 2 2 3 .A (PER DETAIL 10) ��Ci\�� 0�0� BLOCKING Diagonal Board Sheathing 11.SOLID BLOCKING IS TO BE INSTALLED EVERY 8'MAX OR MID SPAN OF ALL FLOOR JOISTS WITH SPANS EXCEEDING 8'. * +n ,+' 1"x 6"or 1"x 8" 2-8d per support , N RIDGE BEAM 1"x 10"or wider 3-8d per support 12. DOUBLE JOISTS ARE TO BE INSTALLED BELOW PARALLEL WALLS. CEILING SHEATHING 13.BLOCKING IS TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS. ST 04348$ 2 1 1 2 Gypsum Wallboard 5d 7"edge/10"field 14.24"MIN.SPLICING LENGTH TO BE PROVIDED FOR REBAR UNLESS OTHERWISE NOTED �rFOF N>^ -O 4 Rafter Straps Not To Scale WALL SHEATHING 15.MAXIMUM MOISTURE CONTENT SHALL NOT EXCEED 19%. Structural Panels 8d (see detail 10/AO02) 2x4 BLOCKING AT PANEL EDGES 16.CONSTRUCT LOAD BEARING FRAMING FULL LENGTH WITHOUT SPLICES. WOOD BEAM Fiberboard Panels Z?�� 7/16" 6d 3"edge/6"field 17.USE SHEATHING CLIPS BETWEEN SHEETS BETWEEN ROOF FRAMING MEMBERS. q 3 2 2 3 � 25/32" Sd 3"edge/6"field 18.ALL POSTS AND COLUMNS FROM HEADERS AND BEAMS SHALL BEAR CONTINUOUSLY TO CONCRETE FOUNDATIONS Bellos Residence WALL STUDS,SEE PLAN INCLUDING SOLID BLOCKING IN FLOOR SPACES. 2395 Kin Street � STEEL PLATE � ~ 7"edge/10"field Orient NY1 1957 Gypsum Wallboard 5d , Hardboard 8d (see table 3.9) Gable Roof Plan:0 to 7 degrees 19.ALL BEARING WALLS SHALL BE BLOCKED AT 4'-0"ON CENTER,VERTICALLY,UNLESS NOTED OTHERWISE. STEEL COLUMN Particleboard Panels 8d (see table 3.9) SCTM#(1000-26-2-44) Diagonal Board Sheathing • 20.ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE PRESSURE TREATED,PT. T.x 6"or 1"x 8" 2-8d per support PANEL EDGE FASTENING, 21. FILL ALL FASTENER HOLES IN WOOD CONSTRUCTION CONNECTORS WITH MANUFACTURER'S RECOMMENDEDROOF SHEATHING NAILING SCHEDULE 1"x 10"or wider 3-8d per support 8d COMMON NAILS AT 3"oc FASTENER. Zone 1 Zone 2 Zone 3 FLOOR SHEATHING PANEL INTERMEDIATE FASTENING, STEEL Code Sheet Structural Panels 8d COMMON NAILS AT6"oc STEEL COLUMN FIELD 6"O.C. 4"O.C. 3"O.C. 1"or less 8d 6"edge/12"field WALL SHEATHING,SEE PLAN, 1. ALL STEEL IS TO BE ASTM SPECIFICATION A-36 greater than 1" 10d 6"edge/6"field LONG DIRECTION PERP.TO 2. ALL BOLTED CONNECTIONS ARE TO BE MADE WITH A-325 BOLTS. ° STEEL PLATE EDGE 6"O.C. 4"O.C. 3"O.C. Diagonal Board Sheathing FRAMING,ENDS STAGGERED 1"x 6"or 1"x 8" 2-8d per support 3. SQUARE/RECTANGULAR AND CIRCULAR COLUMNS ARE TO BE ASTM SPECIFICATION A500. L 1"x 10"or wider 3-8d I per support FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS,FEFER TO"FASTENING 4. ALL COLUMNS ARE TO BE BOLTED TO STEEL GIRDERS WITH 1#2"BOLTS OR UNLESS OTHERWISE SHOWN ON THE I f e ° CONCRETE PIER SCHEDULE FOR STRUCTURAL MEMBERS" NEW YORKSTATE CODE BOOK. PLANS. A :af . i• "• 1 Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge.If wall sheathing is nailed SCALE:As Noted it 3"on-center at the panel edge to obtain higher shear capacities,nailingrequirements for structural members shall 5. 1/2"WEB STIFFENERS ARE TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS AND OVER ALL COLUMN be doubled,or alternate connectors,such as shear plates,shall be used to maintain the load path. SUPPORTS. 6. ALL WELDED CONNECTIONS ARE TO BE DONE BY A CERTIFIED WELDER AND CONFORM TO AWS AND AISC STANDARDS. 1 O Porch Beam/Column Anchor Simplified Roof Sheathing Nailing Schedule 7 Typical Wall Sheathing Layout & Fastening 5.ALL WELD JOINTS ARE TO USE E70xx ELECTRODES. A-002 Not To Scale 5 p g g Not To Scale Not To Scale 6.ALL GIRDER SPLICES ARE TO BE MADE ABOVE COLUMNS. EXTERIOR DOOR NOTES: EXT ,�,,,, I O DOOR SCHEDULE -REFERENCE DETAILS,SAME SHEET, FOR TYPICAL DETAILS Issue Date: Set: -QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO PLACING ORDER 10/5/22 For Structural Engineer NO. QUANTITY MANUFACTURER MODEL TYPE FINISH GLASS Width Height Thickness REMARKS -FRAME CTORTOVERIFYR.o.oNwINDOwQuoTEPRIORTOFRAMING 1/11/232 Pricing Set g -FRAME 1/11/23 Revised Pricing ALUMINUM CLAD 1/26/23 Permit 1 1 LePage LePage Swing Complex Ext. Iron Ore- Int. Iron Ore 1116" 6'11" 13 4" Reference details 3&4 A-004 -PANEL 2 1 Custom (By Contractor) Barn 1x6 Clear cedar w/5/4 Mahogany Frame 1116" 713" 3" Reference detail (4/A-004) ALUMIINUM CLAD(CONTEMPORARY) 3 5/8"STILES, RAILS& BOTTOM RAIL -HARDWARE HANDELS-STUTTGART(FLAT BLACK) HINGES-BLACK FLUSHBOLT-BLACK MULTI-POINT LOCK-BLACK -GLASS CLEAR LowE w/ARGON 7/8"SDL w/BLACK SPACER (EXTERIOR) PUTTY-(INTERIOR) FLAT -SCREEN RETRACTABLE SCREEN Drawing Legend: Wall/Element To Be Removed I TER O DOOR OO SCHEDULE EDULE INTERIOR DOOR NOTES: r�"—� Existing Wall To Remain -QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO PLACING ORDER New Wall -CONTRACTOR TO VERIFY R.O.ON DOOR QUOTE PRIOR TO FRAMING NO. QUANTITY MANUFACTURER MODEL TYPE FINISH GLASS Width Height Thickness REMARKS -HARDw SWING DOOR 7 Existing P.C.Foundation Wall ""-:."-°�''"°"'""'""1 New P.C.Foundation Wall HANDLES-EMTEK"STUTTGART"w/ DISK ROSSETTE(FLAT BLACK) 101 1 By Contractor Swing Simple 1x8 Vertial Cedar 2'6" +/- 618" +/_ 13/4" Adjust size to align w/wall coursing HINGES-3.5"x3.5"SQUARE EDGE MORTISE HINGE(FLAT BLACK) Existing CMU Foundation Wall 102 1 By Contractor Swing Simple 1x8 Vertial Cedar 3'0" +l- 6'8" +l- 13/4" Adjust SIZe t0 align W/Wall coursing -POCKET DOOR MORTISE New CMU Foundation Wall +/- � " +/- " PULLS-EMTEK"NARROW MODERN RECTANGULAR FLUSH PULL"(FLAT BLACK) Lines Above 103 1 B Contractor Swin Simple .1x8 Vertial Cedar 3100 6 8 1.3 4 Adjust size to align w Wall coursing -REFER TO PROJECT NOTES FOR ADDITIONAL SPECIFICATIONS 200 1 TruStile or Equal TMF 1000 Swing Simple Solid MDF Primed 218" 618" 13/4" ----------- Lines Below 201 1 TruStile or Equal TMF 1000 Swing Bi-part Solid MDF Primed 410" 618" 13/4" — — — — - Guidelines 202 1 TruStile or Equal TMF 1000 Swing Simple Solid MDF Primed 218" 618" 13/4" 203 1 TruStile or Equal TMF 1000 Swing Simple Solid MDF Primed 212" 618" 13/4" G Door Tag 101 Window Tag Section X, Sheet A-XXX WINDOW SCHEDULE WINDOW NOTES: x -REFERENCE DETAILS,SAME SHEET, FOR TYPICAL DETAILS r Detail Tag -QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO PLACING ORDER -CONTRACTOR TO VERIFY R.O.ON WINDOW QUOTE PRIOR TO FRAMING NO. QUANTITY MANUFACTURER MODEL TYPE FINISH GLASS RO WIDTH RO HEIGHT REMARKS -FRAME x Elevation Tag ALUMINUM CLAD 4 9/16" DEPTH x A 6 LePage Clad C100-11 1826 Casement EA. Iron Ore - Int. Iron Ore LowE2 w Argon 211" 2'8 2" -SASH x x x Interior Elevation Tag B 1 LePage (Clad) C100-31 (3060) Casement EA. (Iron Ore)- Int. (Iron Ore) LowE2 w/Argon 8110 3/4" 5'61/2" 13/4" PUTTY GLAZE PROFILE C 1 LePage (Clad) C100-31(3042) Casement Ed. (Iron Ore)- Int. (Iron Ore) LowE2 w/Argon 8'10 3/4" 4'01/2" -HARDWARE x CONTEMPORARY(BLACK) D V 1 LePage (Clad) C100-31 (2642) V Casement EA (Iron Ore)- Int. (Iron Ore) LowE2 w/Argon 7'10 3/4" 4'01/20 -GLASS Architecto SB 1 Velux M04 Skylight (Fixed) Ext. (Iron Ore)- Int. (Iron Ore) LowE2 w/Argon 2'61/8" 3117/8" CLEAR LowE w/ARGON SC 1 Velux M06 Skylight (Venting) Ext. (Iron Ore)- Int. (Iron Ore) LowE2 w/Argon 2'61/8" 319 3/4" (EXT SDL w/BLACK SPACER _ (EXTERIOR) PUTTY-(INTERIOR) FLAT Skylight (Venting) -SCREEN Powers Hancock Design INVISIBLE MESH w/BLACK FRAME P.O.Box400 South Jamesport NY 11970 801-558-3501 Landscape Architect: Marshall Paetzel Landscape Architecture 5175 Route 48 Mattituck NY 11952 Phone:(631)-209-2410 Structural Engineer: Dilandro Andrews Engineering,PLLC 158 Country Rd 39 Suite 10 Southampton NY 11968 Phone:(631)-259-3959 A QrAERG ,t) sT 0434B$ gTEOF �.10 Bellos Residence 2395 King Street Orient NY 11957 SCTM#(1000-26-2-44) Schedules BARN SCALE:As Noted A-003 Issue Date: Set. 10/5/22 For Structural Engineer 11/28/22 Pricing Set 1/11/23 Revised Pricing 1/26/23 Permit BRICK PATIO ON GRADE LINE OF ROOF ABOVE OUTDOOR SHOWER ..... .... . .... .......... ............................. .................. ........... ---- -------............ 7 7 , WOOD STOOP F- d OD ...... ... ... ........ --- . .. ............... - - ----- 00 BATHROOM .... ........ x7'-6" Wall/Element To Be Removed N STORAGE BEDROOM ......... Existing a o Remain ..... ...... TP 17 15'-1O"x '-9" 9'-3"x13'-7" A ... ....... �7777777=".., New Wall Existing P.C.Foundation Wall EXIST.6x6 DROP GIRDER .............. ..... ...... .... --iF-— — —-—-—-—- Foundation Wall ... ...... ........ ..... .... ... ........... ... ....... ... W.I.C. A ............. .... ................ ... ....... ExistI oun a EXIST.2x8 FLOOR JOISTS @ 24"O.C. EXIST.2x8 FLOOR JOISTS @ 24"0 C U-3"x5'-7" AC SS .......... M"77 New CMU Foundation Wall ........ ... -—————- Lines Above C; ................ 1 co 3 Lines Below b. DIN Guidelines !DN BATH . ..... ............ ........... ...... 101....... 4 Door Tag ....... ..... Window Tag ........ ...... .... ...... ............. EXIST.6x6 DROP GIRDER ------- ... ....... /7N Section X, .... . ... ........ nn�Xxx LIVING Sheet A-XXX 19'-3"x15'-5" �0 Detail Tag OFFICE x 19'-3"x11'-6" .......... 7 N ... ......... Elevation Tag EXISTING 125 AMP X ELEC PANEL x x Interior Elevation Tag -77 7 O Architect Powers Hancock Design P.O.Box 400 South Jamesport NY 11970 First Floor Plan (Barn) 2 Second Floor Plan (Barn 3 Roof Plan (Barn 801-558-3501 0 Foundation Plan (Barn) Scale: 3/16" V-0" Scale: 3/16" 1 -011 Scale: 3/16" V-0" Landscape Architect: Scale: 3/16" = 1'-0" Marshall Paetzel Landscape Architecture 5175 Route 48 Mattituck NY 11952 Phone:(631)-209-2410 Structural Eurineerm Dilandro Andrews Engineering,PLLC 158 Country Rd 39 Suite 10 Southampton NY 11968 Phone:(631)-259-3959 -- _ -, Or.O. _ ...�0 - - .� � -O _�-O - Os0-O g-A --ETrS 7 M, 1. r 0 ri Al 043 t-1-T L T-L--r Bellos Residence 2395 King Street Orient NY 1:1957 SCTM# (1000-26-2-44) L 7-- 7 Existing Floor Plans - Barn Barn 4 South Elevation Barn 5 East Elevation Barn 6 North Elevation Barn 7 West Elevation Scale: 3/16" = 1'-0" Scale: 3/16" = 1'-0" Scale: 3/16" = 1'-0" SCALE:As Noted EX- 110 2 2 A-310 A-310 Issue Date: Set: STRUCTURAL NOTES: 10/5/22 For Structural Engineer 11/28/22 Pricing Set 1. "HD" DENOTES LOCATION FOR HOLD DOWN. 1 11/23 Revised Pricing REFERENCE SHEAR WALL SCHEDULE (S-101) FOR DETAILS 23 Permit 2. "SW-X" DENOTES SHEAR WALL LOCTIONS. ' REFERENCE SHEAR WALL SCHEDULE (S-101) FOR DETAILS _7 EXISTING ROOF ' 3. EXTERIOR WALL FRAMING TO REMAIN TO BE REMOVED 4. REFERENCE DETAILS 1&2/S-101 FOR TYPICAL STRAPING DETAILS OUTDOOR 5. PROVIDE SIMSON STROND TIE SDWF2724-TUW @ 36" O.C., 12" FROM CORNERS. SHOWER HD EXIST.STOOP TO BE REMOVED ------------------------------------ 6. CONTRACTOR TO VERIVY CAST IN PLACE FOUNDATION WALL HAS ANCHORS TO SILL. HD CONTACT ARCHITECT/ENGINEER IF NO ANCHORS EXIST. sw-2 I _ - EW P ST i I I I i? FROM IDGE ABOVE I \ ;l 00 � � � _ Drawing Legend: 03 @ Wall/Element To Be Removed cXv I I Existing Wall To Remain HD UP � •-' i � - --� - � '�-- New Wall I 1/2" 3 1'0" 1'0"—PROVIDE NEW(2)117/8"LVL I I I " " 3 Existing P.C.Foundation Wall STRINGER SUPPORT try i� -�1- New P.C.Foundation Wall NEW(3)9 1/2"LVL I �T j 2)1 2"x9"STL FL PLATES UPSET,r-. I - - _ I Existing CMU Foundation Wall a17777,17,77711 New CMU Foundation Wall Lines Above 1 1 I r + A-310 I `n A-310 --------- Lines Below � I = STORAGE Guidelines - z 6 15'-7x29'-5" rLL I I _ 00 in co I 101 Door Tag i o _-_.,Ir_6�Lu LL� WOOD 50 U) o z I L w I I I I I o I STOOP o o F_ = NEW N �r 3'0"MIN. I �o c� N o m I - - Lt . M z UP o I E J =1 SKYLIGHT I 101 Window Tag HD NEW STAIR �� I I I I I I I z w i I + 3 SKYLIGHT Uj I� I I I I l l l l w C{= �r O w' III I I I I I ISection X, "m I -` DN ILA-���-L� -�� - a I s-} SheetAXXX I _ S6 Axxx ti I : ( I = "= a 1 v L Detail g DENOTES x u �� Tag �'_� EXIST.STRUCTURE i � ;_i-*� 10 TO BE REMOVED NEW(3)9 1/2"LVL ~:w -2)1 2"x9"STL FL.PLATES UPSET) , � - Elevation Tag • I I x LINE OF EXISTING ROOF EAVES 6 ^� I PJ DIE TO BE REMOVED x4Ox Interior Elevation Tag 31 SHELF p o � 0� l� l I - 2 @J I _ I CLOSET o LL C0� I =# � - - Ir Architect: CENTER LINE vOFRIDGEABOVE I /�/� Powers Hancock Design SHELF 12I5 AMP I P.O.Box 400 2 ELEC PANEL I 2 _ �J I -, ', � � South Jamesport NY 11970 A-310 A-310 I ti _ } i Fi / SW-2 I I NEW(2)71/4"LVL HDR(FLUSH) I - tOh 801-558 3501 Landscape Architect HD HD I J Og L- - L=J ------------------- Marshal ,,,ellndscapeArchitecture EXISTING CHIMNEY WINDOW R.O. +/-1'-0 3/4" ,( 5175 Route 48 TO BE REMOVED /Jo or_ Mattituck NY 11952 EQ. EQ. v (� Phone:(631)-209-2410 rep � � Structural Engineer: Dilandro Andrews Engineering,PLLC 19'11" 158 Country Rd 39 Suite 10 Southampton NY 11968 EXISTING Phone:(631)-259-3959 19'11" First Floor Plan Barn + /_4'-51 4" 3 Roof Plan Barn EXISTING FOUNDATION Scale: 1/4" = 1'-0" 8SW-2WINDOW R.O. Scale: 1/4" = 1'-0" CONT.ABOVE/BELOW TO START AT OPENING EXISTING R.O.JAMB NEW POST HD NEW(2T7i/41 HDROM RIDGE ABOVE NEW(2)9:1/ HDR(UPSET) HD PfHID 4 A-400 2 CEMER WINDOW IN ROOM '.. 3 Q / BATHROOM 3 EXISTING BASEMENT CD �?TYPICAL NEW P (UNFINISHED) OST I NEW 40 STD PIPE EXISTING P.C.SLAB HD BEDROOM _ _ 0 SET ON 24'x24"x12'THICK FOOTING , z I 1 REFERENCE DETAILS(4&7/S400) I I NEW 013jjx7 9. 4"LVL EW P.T.LEDGER HD /+"h �E�E D ABC I �I SECURED w/0.224 SIMPSON SDWS SCREWS AT 16 O.C."P.) ��Gj QHER G A/jl W' I FLASHING AS REQ. �+ Q A - J -'- -1 _ NEW 2x10 CEILING JOISTS • JP.A. I I / T-I � @ 16"O.C. � D (((JJJ to y r — A C z� A EXIST.2x8 FLOOR JOISTS_ - J I a,. �� N W'I'C' ATT 1 AC SS 1 /G- CUT BACK AS REQ. NEW 2x12 LEDGER NEW 2x8 D.J.I A-310 L �' ~=•• ATTACHED TO FND.WALL N .' NEW STAIR W/3/4'THREADED ROD I ,',' > ,qT �43488 O o ROUGH- ti USING HILTI HIT HY200 0 P, " . I ;` s i HD NEW(3)R.R. in NE�N� FRAMING I rn 4-0 O.C.(41/2 EMBEDDED) w __- �= I'm Fv... —.-T - Z 0 IT NEW(3 R.R.&C.J. a o 4 0 --- I I I I I I I I I / I p 2 �I_. _.�_.—. SKYLIGHT cs Z --- I B: I R I ISI 16l O.C. o ci ci �^y I ABOVE F �J w AT EXIST.STAIR OPENING I SKYLIGHT z I I I "1 1 I • w A I` � ABOVE X w �> - I-. Il- _L -!Z � �.—. ——. — z I NEW(2)13/4'x71/4"LVL= -.........................._.,.._.....,......_ I "o _.— —.— NEW OR.R. Bel Residence los ---- ------ F � (V � � N ,J W 3 R N I I 2395 King Street " L - - J r -,- , I- — -J z NEW(3)R.R.&C.J. Orient NY 11957 EXISTING STAIR TO BE REMOVED I I II PROVIDE(2)3/4"THREADED RODS L - - J I .=. / \ J I SCTM# (1000-26-2-44) INTO FND.0 6"O.C.AT END OF BEAM USING HILTI HIT HY200 ��- " 1L A �' NEW 3 13/4 x9 4'LVL I 1 J ' (41/2'EMBEDMENT) �'— A— 2x12 STAIR STRINGERS = LIVING 1�16'O.C.(TYP.) w a zI TYPICAL DECK POSTSUP ORTING/ABU6 PIER Proposed Floor Plans -FILL IN EXISTING WINDOW OPENING -NEW SOLID GROUTED CMU FND.WALL � NEW 6x6 P.T.POST w/ABU66Z POST BASE I „ w/04 DOWELS 24"O.C. cn I SET ON 10'SONOTUBE I� JOINT REINFORCING EVERY OTHER COURSE w/(2)#4 VERTICAL DOWELS, NEW 2x10 ROOF RAFTERS NEW 2x10 ROOF RAFTERS Barn ON BIGFOOT BF24 FOOTING -DOWEL INTO EXIST.FOUNDATIO14 I z @ 16"O.C. @ 16"O.C. w/24'LONG#5 BARS 0 16.O.C. 36"MIN.BELOW GRADE 6"EMBEDMENT MIN.-EPDXY IN PLACE, � ��_ OF RID( LINE ABOVE SECOND FLOOR NOTES: -TYPICAL AT ALL LOCATIONS EXIST.2x8 FLOOR JOISTS @ 24"O.C. EXIST.2x8 FLOOR JOISTS @ 24"O.C. ;.. .t 1. BUILDING DEPARTMENT REFERENCE PERMIT# 13621Z & C/O#Z13648 — — — — — — — — SW-1 I I NEW(2)9 aa•HDR(UPSET) SCALE:As Noted HD HD t_ I J ( f; ) CUT DOWN EXIST.CHIMNEY FOUNDATION T WINDOW R.O. +/-1'-0 3/4" TO BELOW GRADE EQ. EQ. A- 110 19'-11" EXISTING Foundation Plan Barn Second Floor Plan Barn 4 Scale: 114" = 1'-0" Scale:Scale: 1/4" = 1'-0" Issue Date: Set: 10/5/22 For Structural Engineer 11/28/22 Pricing Set 1/11/23 Revised Pricing 1/26/23 Permit EXISTING CHIMNEY �Illor--7 F TO BE REMOVED I I I I I 1 r -i y T I Tr IT FIF.I L.1 _ I I ; I I 1.IY..,.�.... 111T.I O. .!. a 1 - f : .. ., . i �...... - .t..i ...I..: 1 _ C IT L __.O_t._.e- ... O O _ _ S� ,� ' ....T..... - Drawing Legend: I � I I ; I ; ' ...L.A.I. .. 0 I II I + -:1 1, - 1� � �I I � Wall Element To Be Rem v : : : f � ; I ' � — — — — Existing Wall To Remain d V; I I I I I I If I I I ;; i = EXISTING ROOF !. Tfi I! l C I I 1J - c7 TO BE RE-BUILT IN KIND ? I i' O i O O Existing P.C.Foundation Wall I I � I I � I ...,R New P.C.Foundation Walt o (NO EAVES IN PROPOSED DESIGN) T ; i I oo O _[... 1 l o� Existing CMU Foundation Wall I I i I ( � ! M ¢ LINE OF WINDOWS �I L 7: I + 1a J. New CMU Foundation Wall o N V v TO BE REMOVED +� o I ------- LlnesAbove O a PATCH FRAMING,SHEATHING,FINISH I ! -i' i I+ C G,S G, S I I I I I I I z AS REQUIRED(TYP.) �_:,.'... L ----------- Lines Below a FINISH 2nd FLR. FINISH 2nd FLR. } - — t - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Guidelines z1 11 1 h Ill Door WOOD SHINGLE SIDING l._L:L L Tag '7 , REFERNCE PROJECT NOTESIf FOR SPECIFICATIONS B i = i I I I 2 I I 101 Window Tag I �`�; pp 1 ! ! III II II O. i[ Oil �j i! WOOD CASING(TYPICAL) -~ O � REF.PROD.NOTES&DETAILS L ^i' I } + j r I „ I ; Section X, + i'' ! .i 1 III II II I I Sheet A-XXX i I I ' �' IIH i i I III I I IIIh Ill ill III f I !h.; _.i 1. _ III I x I i i1 - �'� I" i i I I ;'- I III a II Detail : :. i..I [ .. [ 1 eta---0`.:.1......�.____....L:..'.l_ �..[� IO , -- _� r _ ._ _..[1. I T_. 1.,_- �C- �i i Tag - - + -{ - - - - - - - - - - - - - - - - - FINISH 1st FLR. FINISH 1st FLR. - - - - - - - - - _ j j. __ ___ _ _ _ _ _ I - �I t - - - - - - - - - -_ - - - _ - - - - - ='I - - ---- �� J L ^i! y] ! i�' • - ��. - :: Elevation Ta i g.. I . x PROPOSED x Axxx x Interior Elevation Tag WOOD STOOP x South Elevation Barn East Elevation (Barn) Architect Scale: 1/4" = V-0" 2 Scale: 1/4" = V-0" Powers Hancock Design P.O.Box 400 South Jamesport NY 11970 801-558-3501 Landscape Architect: Marshall Paetzel Landscape Architecture 5175 Route 48 Mattituck NY 11952 Phone:(631)-209-2410 Structural Eng n r• Dilandro Andrews Engineering,PLLC 158 Country Rd 39 Suite 10 Southampton NY 11968 Phone:(631)-259-3959 F—� I i I I 'I I I - 0 W IF 0 ` 0 . 0 - - - 0 _ ; , I I .... ...... s6 I I , I. �rIzr .0 0 >O iI — i i. : _O I r: 10 y I i, i ! 1 i i is I, I I ; I _...� _. i I i. � � -- i I I I : T : EDA O � R x I O O O O I RC ' I I i li I II II;__I FT i = ; I ��S pf•1ERGA�T - - - ^ IL III I I EXISTING - - - - - - ROOF I, IV � T` - - I i' TO BE REMOVED - - FINISH 2 d FLR. - - - - - - - - - - - - - - - - - - - -i till I I Ill Ill F. r i 1 [ I OVI i A i 2 j. O . - -' - - co it It I'll I ; i + ; Bellos Residence : I I ll.I TO `I: - - I I 2395 King Street �_ T_%]J__i- _ _ _Il !-i �1 L FINISH 1st FLR. i i ; Orient NY 11957 ii I i I i, r - - I FINISH 1st FLR. — — — — — — — — — — — — — — — — — — — — — — ——- — — — — - r — —i — —I — — — — !- — — —I— — — — — — — — — — — — �Y — — — i ,' SCTM ( 000 26 2 4 ) - - - I� �i I i. I # 1 4 EXISTING I J OUTDOOR SHOWER Proposed Elevations 3 North Elevation Barn 4 West Elevation Barn Barn Scale: 1/4" = V-0" Scale: 1/4" = V-0" SCALE:As Noted A-21 0 r Issue Date: Set: 1 12 I 10/5/22 For Structural Engineer +/_ 7 11/28/22 Pricing Set O� \\VS TO MATCH EXIST. I 1/11/23 Revised Pricing Q ~• :. �� 1/26/23 Permit I c. I Z F- ;.'. > ... SPRAY FOAM INSULATION U -' ° NEW SELF-ADHERED WRB OVER NEW — — --- ..,;-;>::,..::..:..::...... .... :...,.., ...., ROOF&WALL SHEATHING � 1 I I SELF-ADHERED FLASHING OVER TOP OF RIGID INSULATION I DRIP LINE TO EXTEND PAST I Drawing Legend: FACE OF WINDOW CASING BELOW ITYPICAL ROOF CONSTRUCTION: I - _ _ _ _ _ = Wall/Element To Be Removed -CEDAR ROOF SHINGLES PROVIDE VENTILATION GAP I Existing Wall To Remain DRAINAGE/VENTILATION MATRIX LAYER w/INSECT BARRIER SELF ADHERED WATER PROOF MEMBRANE I New Wall 3/4"APA RATED PLYWOOD SHEATHING ROOF RAFTERS(REF.STRUCTURAL PLANS) i`'` Existing P.C.Foundation Wall (w/6"CLOSED CELL SPRAY FOAM INSULATION(R-39) CEILING JOISTS(REF.STRUCTURAL PLANS) REFERENCES 101 I New P.C.Foundation Wall 5/8"PTD GWB FOR TYP.ROOF STRAPPING DETAILS I *(REF.PROJ.NOTES FOR MATERIAL SPECIFICATIONS) Al Existing CMU Foundation Wall I ^"� New CMU Foundation Wall I =---_ Lines Above TYPICAL EXTERIOR WALL CONSTRUCTION: CEDAR WALL SHINGLES - Lines Below DRAINAGE/VENTILATION MATRIX LAYER - Guidelines 1"INSULATED SHEATHING(R-6.2) I --- -SELF ADHERED WRB 1/2"APA RATED PLYWOOD SHEATHING I 101 Door Tag EXISTING STUD I -WALL STUDS(REF.STRUCTURAL PLANS) (R-23)AT 2x6 WALLS I - Window Tag 5/8"GYPSUM WALL BOARD(PAINTED) WALL 101 *(REF.PROJ.MANUAL FOR MATERIAL SPECIFICATIONS) I _I Section X, / Sheet A-XXX 4 Section Detail - Typical Eave � L' I Detail Tag Scale: 1 1/2" = 1'-0" / x / 4> Elevation Tag • NEW STRUCTURAL RIDGE / x FERENCE A-110&STRUCTURAL DETAILS OR STRAPPING&HOLD DOWN INFORMATION / x x Interior Elevation Tag ROOF NOTE: ROOF RE-BUILT IN KIND l F / Architecto NO CHANGE TO SLOPE " 1 OR OVERALL BUILDING HEIGHT NO EAVES IN PROPOSED DESIGN ;N Epp \\\ Rq cock Design �" Powers Han FRS / P.O.Box 400 \` \ p 0 \, „ : .. South James port NY 1197 •. MP\ „ \. _ w.:'�r.» 801558 3501 Q, d` .g �. NEW CEILING JOISTS �..».» sue`..• �.'. .:� ,> :.�. .. ::�_.;.`ti'_.;�.. »<`�s Landscape Architect: I 71 Marshall Paetze Landscape Architecture 5175 Route 48 : < T.O. PLATE ` Mattituck NY 11952 - - Phone:(631)-209-2410 \" Structural Engineer. Dilandro Andrews Engineering,PLLC LINE OF EXIST.EAVES j 158 Country Rd 39 Suite 10 TO BE REMOVED z Southampton NY 11968 IPhone:(631)-259 3959 0 STAIR HALLWAY. BEDR OM 00 = o o HALL + co ' Z o + L 00 4 A-004 _ - - - - - - T.O. FINISH FLOOR EXISTING FLOOR JOISTS TO REMAIN - -) - - - - - - - - - - - - - - - - — — — I B.O. FLOOR JOISTS NEW STRUCTURAL STRINGER 11001\ ' ` ,: t°:csi. \`c TO SUPPORT EXISTING STAIR S 0 AGE ifl R \\ + S �� y 21 pHDG.A ��F Gay {� �W T.O. FINISH FLOOR „ EXISTING FLOOR JOISTS TO REMAIN; D.J. �: ,, O NEW GIRDERS, = l - NEV D.G. I — GRADE NEW P.C.PIER I— _ Bellos Residence I— T NEW BASEMENT ACCESS STAIR 2395 BASEMENT Street Orient NI g 1957 —III I I (—i I :• - : ( ( I I I I I ( I I SCTM# (1000-26-2-44) EXISTING P.C.FOUNDATION-) FOOTING TO REMAIN _ EXISTING P.C.SLAB TO REMAIN . — 1I Building Section , II II —III III=1 I I III II 1=1 I I I I I I I I I I I I II II I I 1=� I I III I III III=III III -III II - I III I II II II I II III III III III III III II 1= I II II SCALE:As Noted Buildin Section - Barn A-31 0 Scale: 3/8" = 1'-0" Issue Date: Set: 11/28/22 Pricing Set TYP.LAP TYP.LAP 1/11/23 Revised Pricing SEE NOTE 1 SEE NOTE 1 L1/26/23 Permit _ CENTER LINE DIAMOND SAW CUT,IN AREAS WHERE 6" 6" STOP REINF.SHORT OF COLUMN 1 PIER/OR GRADE SLAB IS LEFT EXPOSED,(I.E.LEFT JOINT AT EACH SIDE FIRST POUR SECOND POUR CORNER BAR SIZE AND BEAM TO BE CENTERED ON UNCOVERED),FILL W/SPECIFIED 6" 6 � � FOOTING JOINT FILLER IN ACCORDANCE W/ }"PREMOLDED TONGUE STOP REINF.SHORT OF HORIZ.REINF.MATCH MANUFACTURER'S INSTRUCTIONS -L7 AND GROOVE JOINT JOINT AT EACH SIDE 0 COLUMN/PIER/OR GRADE M—�--� ' TYP. II ( II BEAM K w z w I I ( PIER/COLUMN v w REINFORCEMENT IF REQ'D H= AT CORNERS CO N 56 BAR➢J AT INTERSECTIONS z w FOOTING TOP (TYP) O Lu I I I I REINFORCEMENT IF REQ'D, NOTE: CONSTRUCTION JOINTS ARE TO BE USED WHEN CONCRETING u SEE SLAB PLAN FOR CONTROL THE SAW CUT IS TO BE PERFORMED OPERATIONS ARE TO BE INTERRUPTED.CONSTRUCTION JOINTS �� Second Pour First Pour SEE SCHEDULE JOINT LOCATIONS NOTED"CS' UP TO 12 HOURS AFTER THE CONC. MAY ONLY BE USED AT LOCATION SPECIFIED FOR CONTROL Q 1 SEE LAP _ IS POURED,REFER TO ACI 301. �0 Q SEE NOTE 1 PROVIDE 1"V GROOVE ON EXPOSED SEE NOTE 3,4 AND 7 0 —o o —p o o' o JOINTS,SEE SLAB PLAN AND DETAIL. h FACE OF WALL AT JOINT.SEE NOTE 7 TYPICAL CONTROLJOINT DETAIL SLAB ON GRADE CONSTRUCTION JOINT DETAIL CONSTRUCTION JOINT, 6" 6" p CENTER 2x4 KEY ON WALL SHRINKAGE CRACK Sk it _ o WRAP W.W.F.AROUND CONT.#4 OPENING ro a _ Drawin Le end• -� FTG.BOTTOM REINF., g g z NOSING BAR,EDGE W/ "RADIUS TOOL O p Wall Element To Be Removed VAPOR RETARDER, SEE PLAN FOR g " SEE SCHEDULE LAP EDGES 24"AND TAPE, REINFORCEMENT o 1'-0" F "' OMIT AT EXTERIOR SLABS w SEE PLAN FOR CHANGE — — W MIN — — BOTTOM OF FTG.EL., IN ELEVATION NOTES: SEE PLAN r """'^^^"'""^"'^ ""7 Existing Wall To Remain 1.SEE FOOTING SCHEDULE FOR FOOTING DIMENSIONS "? New Wall PIER,IF REQUIRED ~ DIAGONAL BARS '� 1 Existing P.C.Foundation Wall CONSTRUCTION JOINT CONTROL JOINT 'ISOLATED FOOTING SCHEDULE 1 L— (2)-BARS @EACH FACE OF (2)#5 BARS AT EACH 2 WALL/T&B OF SLAB.FOR FACE OF WALL/T&B OF _.__ ....----__.....:.:.._....._...........,.......,..w�_:.,:::�:::-.,.:............... ........................ _..:.�,�.,..��.�....�„_..._,.._.._.._......._._._......�...........,........._..,:....._.... .. New P.C.Foundation Wall BEARING CAPACITY OF SOIL=2000 PSF "' SIZE,SEE NOTE 1(TYP.) X + SLAB NOTE: ALLOWABLE SIZE I REINFORCEMENT 11777777771" Existing CMU Foundation Wall CALLDUT THICKNESS ADDITONAL I NFO. 1. ALL BAR SPLICES SHALL BE CLASS"B"LAP SPLICES WITH 56 BAR DIAMETERS MINIMUM AXIAL LOAD LENGTH WIDTH LENGTHWISE WIDTHWAYS PROVIDE CONT.CHAIR AT REFER TO GEO TECH. New CMU Foundation W811 T-0"O.C.MAX TO MAIIVTAIN REPORT OR 6"MIN. NOTES: 2. PROVIDE CONSTRUCTION JOINT AT END OF EACH DAY'S POUR.WALLS SHALL NOT BE POURED IN CONTINUOUS F-2.0 8.0 KIPS 2'»0" 2'-0" d'-0" (3)-#5 (3)-t#5 90d HOOK @ END REINF.AT EL.SHOWN GRANULAR SUB-BASE 1.AT WALLS,ADDITIONAL REINFORCING SIZE SHALL MATCH HORIZONTAL AND VERTICAL LENGTHS EXCEEDING 30 FEET WITHOUT PROVIDING CONSTRUCTION JOINTS OR CONTROL JOINTS. F-8.0 1&0 KIPS 3'-0" 3`-0" 1'D" (3)#5 (3)-#5 9Dd HOOK @ END ——--——— Lines Above REINFORCING.AT SLABS USE#5 BARS. F-4.0 32.0 KIPS 4'-0" 4'-0" 1'-6" (6)-#5 (6-#5 90d HOOK @ END NATURAL"CUT"GRADE OR 3. PROVIDE CONSTRUCTION/CONTROL JOINTS AT FACE OF PIERS UNLESS OTHERWISE NOTED ON PLAN. F-5 5 6D 5 KIPS $-5" 5'&" ----------- Lines Below COMPACTED SUB-GRADE (B)#58)#5 90d HOOK @END 2.DETAIL APPLIES AT OPENINGS RGER. AND LARGER,A SIMILAR DETAIL MAY BE USED AT 4. AT CONTROL JOINT,PROVIDE BEVEL JOINT"T"/10INTO WALL SURFACE BOTH SIDES.STOP ALTERNATING CIRCULAR OPENINGSI2"AND LARGER. --------- Guidelines HORIZONTAL REINFORCING BARS 6"SHORT OF CONTROL JOINT. NOTES TYPICAL SLAB ON GRADE DETAIL-RESIDENTIAL STEPPED SLAB DETAIL 3.COORDINATE OPENING SIZES AND LOCATIONS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. • 0 1)ALLOWABLEAXIALLOADS ASSUME COLUMN IS CONCENTRIC ON FOOTING-FOR OFFSET FOOTINGS FURTHER 5. SEE APPROPRIATE SECTION FOR WALL REINFORCEMENT. CALCULATIONS ARE REQUIRED. G Door Tag 6. VERTICAL REINFORCING AND/OR SUPPORT BARS NOT SHOWN FOR CLARITY. ° 2)MINIMUM BASEPLATE SIZE IS TO BE 11=0"x1'-b11Xj/40. 7. PROVIDE CAULKING AT JOINT IF REQUIRED.SEE SPECIFICATIONS. • o 101 Window Tag Section X (zyR ical Slab on Grade Detail 2 T ical Slab/Wall Pentration Detail 3 Concrete Wall Construction Detail 4 T ical Isolated Footin Detail SheetAxxx le: N.T.S. Scale: N.T.S. Scale: N.T.S. Scale: N.T.S. X �� Detail Tag #s Dowel @ 12°o c., Elevation Tag TYR.HILTI HIT-200 t HAS Z O x w a x Axxx x Interior Elevation Tag POST, SEE FRAMING PLAN x 5" 5" OAmh,}e� SIMPSON CPT66Z SIMPSON STRONG-TIE SIMPSON STRONG-TIE SIMPSON STRONG-TIE POST BASE — (2)-1/2"0 ANCHOR BOLTS STEEL COL. SEE PLAN HURRICANE STRAP HURRICANE STRAP RIDGE STRAP Powers Hancock Design ADHESIVELY EMBEDDED 5"W/ MODEL#CS16 (TYP.) MODEL#H8 (TYP.) MODEL# LSTA30 P.O.Box 400 °°° SIMPSON SETXP EPDXY - I -- 16" O.C. MAX SPACING FOOTING 0'-11" (4)-3/4"0 F1554 GRADE 36 ( ) (16"O.C. MAX SPACING) South Jamesport NY 11970 801-558-3501 ANCHOR BOLTS W. 9" p �I 'Hill— O O I I EMBEDMENT AND 3" HOOK ° ° LandscaPeArchitect: �--�LLI= — = 12"f71 SONOTUBE 1/4 U #5DOWEL@1z"o.c, CENTER 4"THICK BASE PLATE ON 00 Marshall Paetzel Landscape Architecture 5175 Route 48 O TYRHILTIHIT-200+HAS LINE ' Mattituck NY 11952 (3)-#5 DOWELS AT x O O 4"THICK LEVELING PLATE ° Phone:(631)209 2410 W/0'-8" HOOK TO MATCH BASE PLATE W ° -4" 0- 1 DIMENSION ON o Structural En n r• U) `t 1 a' NON SHRINK GROUT w w Dilandro Andrews Engineering,PLLC O II o Co p FOOTING, SEE PLAN AND 158 Country Rd 39 Suite 10 LL BF28"BIG FOOT 5" 5" I DETAILS FOR Southampton NY 11968 CEN ER Phone:(631)-259-3959 z FOOTING" REINFORCEMENT LINE ATTACH FLOOR TO FLOOR ATTACH EACH RAFTER TO PLATE ATTACH EACH RAFTER TO RIDGE 0 I M J PLAN ELEVATION TYPE 1 BASEPLATE WALL ADD CONCRETE 5 Sonotube Footing Detail 6 i ypical Foundation Dowel Detail 7 PSC ical Steel Base Plate Details 8 T ical Exterior Wall Stra in Details Scale: N.T.S. ca e: . le: N.T.S. Scale: N.T.S. SB ANCHOR BOLT BY SIMPSON STRONG TIE OR APPROVED EQUAL 0'-14" MIN. EDGE DISTANCEtERED ARC �G5 ppHER G AQ�TFC ,A ° #5 BAR CONT. a v n +4 N ifl LO . •e .a ~ FOUNDATION WALL o FOUNDATION (y) OR STEM WALL OR STEM WAI MIN EMBEDMENT, SEE SHEAR / ° T9T�04348E WALL SCHEDULE ON S-300 J 3 OF 0'-14" MIN. EDGE DISTANCE 0'-6" MIN FOR SB5/8x24 0'-8" MIN FOR SB7/8x24 vs a "e ' 0'-44" MIN. (SB5/8 AND 7/8) a 5" MIN. (SB1) SECTION PLAN-CORNER Bellos Residence 2395 King Street CORNER NON-CORNER CORNER Orient NY 11957 INSTALLATION INSTALLATION INSTALLATION (INSTALL WITH ARROW (BOLT MAYBE INSTALLED (INSTALL WITH ARROW SCTM#(1000-26-2-44) ON TOP OF BOLT AT 45° TO 135°AS SHOWN) ON TOP OF BOLT ORIENTED AS SHOWN) ORIENTED AS SHOWN) 45° 135°/90°/45° 135° 'e ANCHOR BOLT, � ' • ° � n Structural Details 12-52 -�: TYP. a a •' OUTER EDGE OF CONCRETE, TYP. PLAN-ANCHOR BOLT PLACEMENT SCALE:As Noted 9 SB Anchor Bolt at Foundation Wall Scale: N.T.S. S- 100 Issue Date: Set: z CONNECT ROOF BEAM TO TOP OF POST W/ �" ROOF BEAM, SEE PLAN 11/28/22 Pricing Set (2)-SIMPSON MTS16 TWIST STRAPS, FOR SIZE AND LOCATION 1 11/23 Revised Pricing 1/26/23 Permit ALTERNATE SIDES OF POST W FASTENER SCHEDULE FOR STRUCTURAL MEMBERS WOOD POST, SEE PLAN DESCRIPTION OF BUILDING ELEMENTS QUANTITY&TYPE SPACING OF FASTENERS FOR SIZE CONNECT TOPS OF ? CONNECT ROOF POST TO ROOF FRAMING-� POST/STUD BLOCKING AND LOCATION RAFTERS ON iv A BELOW W/CS16 ?OPPOSITE SIDE OF 0 1/2"0 A307 THRU-BOLT RAFTER TO TOP PLATE,TOE NAILEDPER COIL RAPNO RIDGE W/SIMPSON 1 0'-6" 1'-4" W/WASHERS CEILING JOISTS TO PLATE,TOE NAILED (3)8d PER JOIST R LSTA30 STRAP MULTIPLE MEMBERS, CEILING JOIST TO PARALLEL RAFTERS,FACE NAILED (5)16d EACH LAP O O SEE PLAN FOR SIZE& CEILING JOIST,LAPS OVER PARTITIONS,FACE NAILED (5)16d EACH LAP ROOF RAFTER AND ROOF QUANTITY COLLAR TIE TO RAFTER,FACE NAILED Z 3)Sd PER TIE SHEATHING. SEE PLAN FOR BLOCKING TO RAFTER,TOE NAILED (2)8d EACH END SIZE AND THICKNESS, RIM BOARD TO RAFTER,END NAILED (2)16d EACH END RIDGE BEAM, SEE RESPECTIVELY, AND ARCH. ROOF RAFTERS TO RIDGE PLAN FOR SIZE DWGS. FOR PITCH A 1/2"O A307 THRU-BOLT W/ TOE NAIL 4 16d iv WASHERS @ 16"O.C.W/ PER RAFTER FACE NAIL PER RAFTER BLOCKING TO MATCH o (2)@ EACH END (3)16d WOOD POST ABOVE WALL FRAMING CONNECT CRIPPLE TO TOP PLATE TO TOP PLATE,FACE NAILED 2 16d PER FOOT HEADER WITH SIMPSON TOP PLATES LAPS AT CORNERS AND INTERSECTIONS 4 16d EACH SIDE Drawing Legend: MTS30 TWIST STRAP 2x BLOCKING FACE NAILED 24"O.C. BETWEEN RAFTERS MULTI-MEMBER CONNECTION DETAIL STUD T STUD, NAILED 16d " . LONG EDGES _ _ _ _ _ = WaIVElementTo Be Removed TOP OR SOLE PLATE TO STUD,END NAILED 2 16d/ 3 16d PER 2x4/PER 2x6 - -*� Existing Wall To Remain z 4 BOTTOM PLATE TO FLOOR JOIST/BAND JOIST FACE NAILED�i 7 2 16d PER FOOT S-300 STUD TO SOLE PLATE TOE NAILED 2 8d OR 2 16d PER FOOT --- "° New Wall CONNECT HEADER/BEAM �i,L SCALE: N.T.S. �r �TO POST/JACK AND KING J CONNECT RAFTERS TO TOP DOUBLE TOP PLATES END NAILED (2)16d STUD W/SIMPSON OF WALL W/SIMPSON TS12 12"O.C. Existing P.C.Foundation Wall STRONG TWIST STRAPS DOUBLE TOP PLATES,MINIMUM 48-INCHES OFFSET OF END (8)16d JOINTS,FACE NAIL IN LAPPED AREA °"° New P.C.Foundation Wall TIE HH HEADER HANGER SIMPSON STRONG TIE HHUS BUILT-UP HEADER TWO PIECES WITH 1/2"SPACER 16d 16" O.C.ALONG EACH EDGE F77777=1 Existing CMU Foundation Wall FACEMOUNT HANGER FOR SIMPSON STRONGTIE IUS CONTINUOUS HEADER TO STUD,TOE NAILED 4 8d New CMU Foundation Wall LVL GIRDER APPLICATION FACEMOUNT HANGER FOR TJI APPLICATION CONTINUOUS HEADER TO STUD,TWO PIECES 16d 16" O.C.ALONG EACH EDGE _______ Lines Above FLOOR FRAMING ----------- Lines Below WALL JOIST TO SILL OR GIRDER TOE NAILED 4 8d PER JOIST - Guidelines SHEATHING BRIDGING TO JOIST,TOE NAILED 2 gd EACH END BLOCKING TO JOIST,TOE NAILED (2)8d EACH END LVL GIRDER SEE PLAN TJI JOIST SEE PLAN BLOCKING TO SILL OR TOP PLATE TOE NAILED 3 16d EACH BLOCK G Door Tag SEE PLANS FOR HEADER LEDGER STRIP TO BEAM FACE-NAILED EACH JOIST SIZE AND LOCATION JOIST ON LEDGER TO BEAM(TOE NAILED) 3 8d PER JOIST 101 Window Tag BAND JOIST TO JOIST END NAILED (3)16d PER JOIST BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2)16d PER FOOT SEE PLAN FOR SOLE PLATE TO JOIST OR BLOCKING FACE NAIL 2 16d 12"O.C. Section X, GIRDER SIZE �; STRUCTURAL PANELS 8d 12"-24"O.G. Sheet A XXX TYPICAL WOOD BEAM/POST STRAPPING DETAIL 2 TYPICAL ROOF STRAPPING DETAIL 3 TYPICAL GIRDER TO GIRDER/JOIST DETAIL 5 FASTENER SCHEDULE FOR STRUCTURAL MEMBERS �� Detail Tag S-300 SCALE: 3/4" = V-0" S-300 SCALE: 3/4"= 1'-0" S-300 SCALE: 3/4"= 1'-0" S-300 SCALE: N.T.S. 0 Elevation Tag x WALL SHEATHING PANEL, SEE WALL SHEATHING PANEL, SEE SIMPSON HOLD SHEAR WALL END POST, xOx Interior Elevation Tag x SCHEDULE SIMPSON HOLD DOWNS SCHEDULE DOWNS AT ALL SHEAR WALL SEE SCHEDULE AT ALL SHEAR WALL END SHEATHING PANEL EDGE END POSTS, SEE POSTS, SEE SCHEDULE Architect: NAILING PER NAILING PATTERN -SHEATHING PANEL EDGE SCHEDULE ANCHOR HOLD DOWN "A". SEE SCHEDULE NAILING PER NAILING PATTERN o TO THE TOP FLANGE "A". SEE SCHEDULE SHEAR WALL END POST,SEE SCHEDULE OF STEEL BEAM W/ Powers Hancock Design o THREADED ROD P.O.Box400 CONT. TIMBERSTRAND TO SIMPSON A34 FRAMING ANGLE SIMPSON A34 FRAMING ANGLE South Jamesport NY 11970 MATCH FLOOR JOIST DEPTH CONT. TIMBERSTRAND TO I� 801-5583501 MATCH FLOOR JOIST DEPTH THREADED ROD II CONNECTING Landscape Architect: Il Marshall Paetzel Landscape Architecture SEE PLAN FOR JOIST SIZE AND SEE PLAN FOR JOIST SIZE AND HOLD DOWNS I I 5175 Route 48 NAIL 130TTOM AND SHEATHING SPACING NAIL BOTTOM AND SHEATHING SPACING THROUGH FLOOR II Mattftuck NY 11952 TO BLOCKING PER NAILING TO BLOCKING PER NAILING SEE SCHEDULE II Phone:(631)-209-2410 PATTERN "B" SEE SCHEDULE SHEATHING PANEL EDGE PATTERN "B"SEE SCHEDULE --SHEATHING PANEL EDGE Structural Engineer: NAILING PER NAILING PATTERN NAILING PER NAILING PATTERN Dilandro Andrews Engineering,PLLC "A"SEE SCHEDULE E 158 CountryRd 39 Suite 10 "A" S E SCHEDULE o Southampton NY 11968 STEEL BEAM, SEE PLANJ Phone:(631)-259-3959 SECTION A SECTION B SIMPSON HOLD DOWNS AT ALL SHEAR WALL END POST, SHEAR WALL END POST, SHEAR WALL END POSTS, SEE SEE SCHEDULE SEE SCHEDULE SCHEDULE SIMPSON HOLD DOWNS AT AT FLOOR LEVELS SIMPSON HOLD DOWNS AT 2x BOT. AND FLOOR SHEATHING. ALL SHEAR WALL END 2x BOT. AND FLOOR SHEATHING. AT STEEL BEAMS ALL SHEAR WALL END NAIL AND SHEATHING TO LVL NAIL AND SHEATHING TO LVL POSTS, SEE SCHEDULE POSTS, SEE SCHEDULE o A BLOCKING PER NAILING ° B BLOCKING PER NAILING H PATTERN "B"ON SCHEDULE PATTERN "B"ON SCHEDULE (2)-2x TOP (2)-2x TOP SOLID LVL SOLID LVL BLOCKING LVL BLOCKING BLOCKING LVL BLOCKING BETWEEN I-JOISTS BETWEEN I-JOISTS THREADED ROD CONNECTING; HOLD THREADED ROD CONNECTING HOLD DOWNS THROUGH FLOOR, SEE DOWNS THROUGH FLOOR, SEE SCHEDULE SCHEDULE SIMPSON HOLD DOWNS SHEAR WALL END POST, SIMPSON A34 FRAMING SIMPSON A34 FRAMING SHEAR WALL END POST, AT ALL SHEARWALL END SEE SCHEDULE ANCHOR, PROVIDE(2)- ANCHOR, PROVIDE (2)- SEE SCHEDULE POSTS, SEE SCHEDULE SIMPSON HOLD DOWNS AT ALL SHEAR /� ANCHORS PER LVL BLOCKING SIMPSON HOLD DOWNS AT ALL SHEAR R ANCHORS PER LVL BLOCKING o /'� ° u ANCHOR HOLD DOWN WITH AeREDAR WALL END POSTS, SEE SCHEDULE WALL END POSTS, SEE SCHEDULE LVL BEAM, SEE PLAN THREADED ROD THROUGH SIMPSON HOLD GAS ?HER G chid (3)- PLY MIN. ° DOWNS AT �0 F MIDDLE PLY OF LVL BEAM �` �5 0 0 SHEATHING PANEL EDGE 2x BLOCKING, TYP. AT ALL SHEATHING PANEL EDGE ° ALL SHEARWALL �� �� � 2x BLOCKING, TYP.AT ALL NAILING, PER PATTERN END POSTS, SEE U ��� � PANEL EDGES NAILING, PER PATTERN PANEL EDGES "A"ON SCHEDULE SCHEDULE A ON SCHEDULE SHEAR WALL END POST, WALL SHEATHING SHEAR WALL END POST, WALL SHEATHING SB ANCHOR BOLT BY SEE SCHEDULE PANEL, SEE SCHEDULE SEE SCHEDULE PANEL, SEE SCHEDULE SIMPSON STRONG TIE OR sjq�� 043488 APPROVED E SIMPSON HOLD HOLD (DOWNS P.T. SILL, SEE NOTE 4 SIMPSON HOLD DOWNS P.T. SILL, SEE NOTE 4 AT HOLD DOWNOS UAL AT 0p AT ALL SHEAR WALL END ON SCHEDULE AT ALL SHEAR WALL END ° ON SCHEDULE , o POSTS, SEE SCHEDULE 1/4"x 5"x 5"STEEL FOUNDATION POSTS, SEE SCHEDULE TOP OF FDN WALL OR LEVEL, SEE SCHEDULE . PLATE RECESSED TOP OF FDN. WALL OR AND DETAIL 2/S-301 HAUNCH SLAB HAUNCH SLAB INTO LVL BEAM DRILLED IN AND ADHESIVE Bellos Residence DRILLED IN AND ADHESIVE ANCHORED ROD AT HOLD DOWNS ANCHORAGE OF P.T. ANCHORED ROD AT HOLD (DOWNS _--ANCHORAGE OF P.T. AT FND. LEVEL, SEE SCHEDULE SILL TO TOP OF FND. AT LVL BEAMS AT FOUNDATION LEVEL AT FND. LEVEL, SEE SCHEDULE SILL TO TOP OF FND. FOUNDATION WALL WALL OR HAUNCH 2395 Kin FOUNDATION WALL � g Street i� OR HAUNCH SLAB WALL OR HAUNCH OR HAUNCH SLAB Orient NY 11957 SLAB, SEE SCHEDULE SLAB, SEE SCHEDULE SCTM#(1000-26-2-44) 6 TYPICAL SHEAR WALL DETAIL PERPENDICULAR TO JOISTS 7 TYPICAL SHEAR WALL DETAIL PARALLEL TO JOISTS rT TYPICAL HOLDOWN CONNECTION DETAILS S-300 SCALE: 3/4"= V-0" S-300 SCALE: 3/4"= V-0" Framing Details NOTES: SHEATHING PANEL NAILING PATTERN "A" NAILING PATTERN "B" SIMPSON HOLDOWN 1. HOLDOWNS INDICATED ARE TO BE LOCATED AT BOTH SHEAR WALL END POSTS AND SHALL ANCHOR ANCHORAGE OF P.T. SILL THE BOTTOM OF THE SHEAR WALL END POST IN ONE OF THE FOLLOWING WAYS: MARK LOCATION TO TOP OF FOUNDATION WALL/ SHEATHING PANEL 2x BOT. AND FLOOR ANCHOR TO CAST IN PLACE END POST SCREWS A. AT SECOND FLOOR SHEAR WALLS, PROVIDE A MATCHING HOLDOWN AT THE TOP OF THE HAUNCH SLAB EDGES TO VERT. ANCHOR SHEAR WALL BELOW AND CONNECT THROUGH THE SECOND FLOOR WITH A THREADED ROD THICKNESS BOTH SIDES OF WALL STUDS TO HORIZ. SHEATHING TO LVL MODEL FOUNDATION/ EMBEDMENT /SOLID WOOD OF THE INDICATED DIAMETER. 2X BLOCKING BLOCKING/LVL WALL BELOW DEPTH (MIN.) POST SIZE (MIN.) B. AT FIRST FLOOR SHEAR WALLS, ANCHOR TO THE FOUNDATION WALL OR HAUNCH SLAB WITH SCALE:As Noted A THREADED ROD OF INDICATED DIAMETER. RODS SHALL BE DRILLED IN AND EPDXY ANCHORED REFER TO "fdx12" LONG ANCHOR „ (14) SIDS-1 x 21 USING SIMPSON SET EPDXY ANCHORING SYSTEM WITH THE INDICATED EMBEDMENT DEPTH. ASW-1 FRAMING PLAN 1/2 N BOLTS AT 4'-0"o.c. 10d AT 6 O.C. 16d AT 6 O.C. HDU2-SDS2.5 SIB 5/8x24 18 (2)-2x REFER TO z"Ox12" LONG ANCHOR (14) SIDS-1 x 22 SW-2 FRAMING PLAN 1/2 N BOLTS AT 4'-0"o.c. 10d AT 4 O.C. 16d AT 4 O.C. HDU5-SDS2.5 SIB 5/8x24 181, 8 (2)-2x SHEAR WALL SCHEDULE AND NOTES S- 101 9 S-300 SCALE: N.T.S. JOIST DETAILS Plate nail-16d(0.135"x 3Y") Load bearing or braced/shear wall 1y"round holes may be cut above(must stack over wall below) Plate nail, 16d(0.135 x 3 Y") at 12"on-center Load bearing or braced/shear wall above anywhere in web outside of Plate nail, 16d(0.135"x 3 Y") When sheathing thickness exceeds%", 2x stud wall at Floor panel nail- I Blocking panel: %"TJ'Rim Board, (must stack over wall below when present) 1� ALLOWABLE HOLES - TJ 1® Joists hatched zone if they are Issue Date: Set: at 16"on-center at 16"on-center - 1/"or 1Y"TimberStrand LSL or No load bearing located 3"away horizontally Blocking panel: trim sheathing tongue at rim board 16"on-center 8d(0.131"x 2Y")at 6"on-center ®. g (edge-to-edge) 11/28/22 Pricing Set 1y"TJ®Rim Board, 1}4"or Web stiffener TJI oist. wall above Blocking panel: Min.distance from Table A Min.distance from Table B ® required on both Plate nail-16d(0.135"x 3X") 9 p from a larger hole. 1/11/23 Revised Pricing 1y"TimberStrand LSL or q * Web stiffeners required on 2x4 minimum Web stiffeners 1Y"TJ®Rim Board, DO NOT at 16"on-center both sides at A3.4W ONLY ® cut or notch flange.TJ I" sides at A2W ONLY Sheathing squash blocks required each side 1Ya''or 1�"TimberStrand LSL g • 1/26/23 Permit Floor panel nail- 1 " boundary nails, at B3W ONLY or TJI®joist Web Stiffeners required Ti e 1 Y" O •• O Rim-to-joist 8d 0.131"x z" at 6 on-center" gd(0.131"x 2Y") IIAi TimberStrand® ' . Ys" Web stiffeners s" g� at 4"on-center J LSL rim board. required on both - I nail I i ' • each side at A3._W B1 B1 W Toe nail-10d(0.131" sides of both joist i;" L 1 2 x D1 D1 Closely grouped round Lz 2 x L2 D2 Toe nail, Tce nail, l l 1Ys"TJ®Rim Board, When sheathing x 3" at 6"on-center t ends at 64W ONLY No field cur minimu holes are permitted if minimum No netdcur Do not cut 10d(0.131"x 3") 10d(0.131 x 3") (A3.1/A3.1 W only) thickness exceeds 8", 12„ ) Web stiffeners re aired DO NOT (applies to all holes group perimeter at 6"on-center at 6"on-center 1X"or 1 Yz"TimberStrand®LSL. trim sheathing tongue min. q hares to the req hates to holes larger End of joists at hatched meets requirements for hatched + on both Sides at B 1 W ut holes in cantilever except knockouts) q than 1/^to TJI®rim joist at rim board reinforcement. round or square holes. zones cantilever ' centerline zones and 62W ONLY Web stiffener J Toe nail-10d 0.131"x 3" of support required on both Must have 1314"minimum ( ) Install proper blocking to Blocking Table A - End Support at 6"on-center" P P 9 g panels may be required * sides at Al W ONLY * joist bearing at ends.Attach * support all panel edges 62 B2 Blocking panels may be required with braced/shear with braced/shear walls above or Minimum distance from edge of hole to inside face of nearest end support Al Al W (AD2A2W rim joist perA3 detail. A3 A3.1 A3.2 A3.3 walls above or below-see detail B1 B3 B3W below-see detail B1 B4 B4W JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE For additional installations specifications see Rim Board A3.4 A3.4 �c DEPTH *For additional installation specifications see Rim Board Details and Installation in A3W A3.1 A3.2 A3.3 P W Nail through 2x-cantilever,wood backer and 2• - a" s sY" r' s%" 11 13" 2 3' a" s" s1�' 7" s% 11" 13" O O O O y 110 1'_0" 1,6„ 2'_0" 3'_0" 5'-0" 1'_0" 1,•6„ 2-6 3'-6 4_6, Weyerhaeuser Installation Guide for Flour and Roof Framing,TJ-9001. Details and Installation in Weyerhaeuser Installation Guide 1Y8"TJ®Rim Board or 1%"or 1�"TimberStrand® Blocking TJI®joist web with 2 rows 10d(0.148"x 3") z10 1'-0" 1'-s" 2'-s" 3'-0" 5's" 1'-0" z'-o" 2's" a'-o" 5'-0" for Floor and Roof Framing,TJ-9001. LSL. Nail with 10d 0.131"x 3" nails,one each at nails at 6"on-center,clinched. 9Y•. ( ) panel 230 V-6" 2'-0" 2'-6" 3'-6" F-6" 1'-0" 7-0" T-0" 4'-6" 6-0" top and bottom flange. Nail to blocking panel with Use 16d(0.135"x 3�")nails with 3Y"TJI® 360 r s° 2'-0^ 3'-0" a'-o" s'-o" V-6" 2'6° 3'-6" 5'-0^ 5'-6" connections equivalent to floor panel schedule. joist flange widths. 560 r-6" 2'-6" T-6" 6-0" T-a' 2'-0" T-0" 4'-0" 5'-6" 6'-0" 6'-0"length of TJI®joist 8"diameter maximum hole for 11%"- 1Y8"TJ®Rim Board 1Ya"or 1�"TimberStrand® 110 r-0" 1'-0" V-s" T-0^ 2'-6" '-o" 5'-s" 1'-0" r-s° r-o° r-6" 4'-6" 5'-0" 6-0" reinforcement and filler 16"deep blocking panels;6"diameter 210 r-0" r-6" 2'-0^ T-o" T-0^ T-6" 6'-0" r-o^ r-6" T-6" T-0" 6-0" 5'6° 6'-6" Drawing Legend: LSL. Nail with 10d(0.131"x 3")nails, 11%. 230 1'-0" 1'-6" 2'-0" 2'6" 3'-0" 3'6" 6'6" 1'-0" 2'-0" 2'6" 3'6" 5'6" 5'-6" 7'-0" 4'-0"length of 8"diameter maximum hole for 11 8"- block. Use 4'-0"length maximum for blocking panels 9Yz" Attach reinforcement to joist 3/"reinforcement 16"deep blocking panels;6"diameter with 9Yz"and 11Y8"TJI® deep or shorter than 12"long. one each at top and bottom flange. with one 8d(0.131"x 2Y2") 360 r-6" 7-0" T-0" 3'f" a 6„ 5'-0" T-0^ n6" r-s^ T-6" 4'-6" 6-6" 6-6" T-6" Z = _ _ _ _ = Wall/Element To Be Removed 8"diameter maximum hole for on one side at E2, joists. Do not cut flanges. Attach reinforcement to joist nail at each corner F1 applies to 560 r-s" 2'-6" T-0" 4'-0" s s 6-o" 8'-0^ 2'-6" T-6" 4'-s" F-6" T-0" T-6^ 8'-0" - stiffeners 11 "-16"deep blocking panels-, maximum for blocking panels long. j g PP 110 r-o" r-o" 1'-0" 1'-0" r-6^ 7-0" T-a' F-6" r-0" r-0^ 1'-6" 2'-0" 3'-6" 4'-0' 8'-0^ 8'-01, Existing wall To Remain Web stlffe e s /a P 9 P both sides at E3 deep or shorter than 12"long. with one 8d(0.131"x 2Y") Horizontal blocking uniformly 210 r-0" r-0" r-0" 1'-6" T-0" T-6" 3'-6^ 6'-0" r-0" r-o" 2'-0" T-6" 4'-0" 4'-6" 6'-6" 8'-s° *minimum d from above required on both 6"diameter maximum for ® nail at each corner New Wall 1 Do not cut flanges. 1Y8"TJ Rim Board 1Ya"or 1Yz" panels between each loaded joists 1a^ 23o r-o° r-o° r-o" r-6" T-6" 2'-6" 4'-0" T-o" r-0" r-0" 2'-0" T-0" 4'-a' 5'-0" T-o" 9'-0" sides at E1W ONLY blocking panels 9/"deep or TimberStrand®LSL. Nail with joist. Nail to top plate with only. 360 r-o" r-0^ r-6" T-6" T-6" 4'-0" s-6^ F-0^ r-°" r-6" T-0^ 4'-0" 6'-0" 6'-6" 8'-0° s'-s° shorter than 12"long. Existing P.C.Foundation Wall - ® 10d(0.131"x 3")nails,one 12"length of%a" connections equivalent to Wood dA �R` ssa r-o" r-o° 2'-0° 3'-0" a'-s" 5'-0" s'-s" s'-a' r-s^ 3'-0° a'-o° 5'-0° r-o° T-s° 9'-0° 1a-o° %s' Do not cut flanges. 1Ya' TJ Rim Board or 1Ya"or 1Yz" each at top and bottom flange. reinforcement on floor panel schedule. backer a���etet o�\�� 110 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" a'-o" 5'-0" 1'-0" 1'-0" 1'-0" 1's" s'-o" 3'-0" 5'-s" T-s" 10'-0" New P.C.Foundation Wall TimberStrand®LSL. Nail with 10d �` �110 de 210 r-0" r-0^ r-0" 1'-0" r-a' r-6^ T-6" T-s^ 6'-0^ r-0" r-0^ r-0" 2'-0" T-a' T-6" 6'-6" 8'-0" 11.41 (0.131"x 3")nails, one each at Attach reinforcement to one side at E5, 12"length of 3/ 2k� Jet cm\o 1s^ z3o r-o" 1'-0° r-0" 1'-0° r-6° 1'-6" T-°" 4'-a' T-0^ r-0" r-0" r-0^ 2'-0" T-6" 4'-°" T-0" 9'-0" 1r-0° Existing CMU Foundation Wall both sides at E6 reinforcement on one side \� t New CMU Foundation Wall top and bottom flange. joist web with 3 rows Full depth vertical cat��t\9<P 011. 560 r-0° 1 0" r-0° r-o" T s° 3-0° 5=0^ r s° 10'-0° r o 2 0° 3'-0° a's" s's r-0^ 10'-0" 110'-0" 12'-0"10d(0.148"x 3")nails at 6" blocking between at ET both sides at E8 F1 \e3 3 " 3 ------- Lines Above Attach reinforcement on-center,clinched. Use 2 each joist a" s" r' s^ to" 1r• 1a/<• 1s/,•' a" s" r' e^ 10" 1r• 1a/4 1s/,^.0 Less than 5" to joist flange with 2', tt` rows with 9y and 11 e" Less than 5" E7 E8 18„ 361 r-o° r-o" r-o° T-a' a'-o° 5'-6° s'�° r-o" 3'-0' a'-s° s'-o° 10'-0" 1 r-o^ 13'-s° ___________ Lines Below squash blocks I ® p 8d(0.131"x 2 2")nails at 6" a��� TJI®joists. s60 r-0" r-0" r-0" 2'-0" a'-0° 7'-0" 10'-6" T-o^ 5'-0° 1Ys"TJ Rim Board or Z • �� on-center.When reinforcingGap*: WEB STIFFENER ATTACHMENT 360 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 7'.0" 10'-0" 1'-0" 1'-s" 3'-0" a'-s" 8'-0" 11'6" 13'6" 15'6" - - ----- Guidelines CS Use 2x4 minimums squash blocks to IIA"or 1Yz"TimberStrand®LSLee Face grain ad`� E5 E6 L / „ 20 q R` both sides,stagger nails. Ya minimum 560 r-o° r-0' r-0" r-o" 2'-0° transfer load around TJl®joist Nail with 10d(0.131"x 3") horizontal E4 Not for use with 3Y2" TJI®joist flange widths 1., 2%"maximum E1 E1 nails,one each at top and (1Y"for TJI® Nailing: Table B - Intermediate or Cantilever Support G Door Tag bottom flange. EXTERIOR DECK ATTACHMENT Option#1: 560, 560D) See table below. Minimum distance from edge of hole to inside face of nearest intermediate or cantilever su ort Apply subfloor TJI®joist blocking with end JOIST • ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Structural exterior sheathingdh y Web stiffener both sides. DEPTH TJI sos Window Tag adhesive to all blocks installed atY joist-span r• 3•' a" s" s3�•• r• s/•• 11' 13^ z•• 3^ a" s•' sY^ r' s%'• 1r' 13^ ® Flush bearing plate required. Flashing locations using See table below. *With point load from above,and no support Hanger height must Double TJI Joist Filler Block: g contact surfaces 9 below,install web stiffener tight to top flange 110 2'-0" 2'-6" 3'-6" 4'-6" T-6" T-6" 2'-0" T-6" 5'-6" 6'-6" 9 Hanger Backer Block: Install tight Maximum A"overhang two 8d 0.113"x 2 " be a minimum of 60% Attach per the table. ( Yz ) Tight fit (gap at bottom flange) sy„ 210 T-o" 2'-6" V-6" 5'-0" F-°" T-o" T-°" 4'-0" 6'-6" T-6" Section X, of°'oistdepth Nails shall be driven from to top flange(tight to bottom permitted at beam. Treated 2x nails or 230 2'-6" T-0" 4'-0" s-0" 8'-6" T_ "xxx q flange with face mount hangers). - a� NailingRequirements o 3'-6" F-6" 6'-6" 7'-6" Sheet A XXX alternating sides. Clinch nails ,,' gledger tisp 2y"screws, ® Depth Minimum Web q 3so 3'-a' a'-o" 5'-G" s'-s" s'-o° 3'-0° a'-s" 5'-0° T-s" 8'-0^ Clinch nails when possible. ore p Ic TJI Joist Series Number Nails 560 3'-6^ 5'-0" 6'-0^ T-6" 10'-0" 4'-0" 5'-6" 6'-6" F-0" 9'-0" when possible. `• table below.See Maintain 1Ya"TJ®Rim Board or 1Y" ��\ Qua\ typical (in.) Stiffener Size Type End Intermediate 110 1' r'-o^ rs^ Tom^ 4'-0^ 4's" 8'-6^ 1 r-6^ z'-6° 4'-0" T-0" T-0" s II I 2 distance(minimum)from or 1y"TimberStrand LSL. t 110 All s x 25 s („ 8d 1%, 23o r-o° r-a' z'-0° 3'6^ 5'-0' S'6^ 10'-0" r-o" T s° 3'6" 5'-0" 8'-s^ s'-0' 10-0 @--E I Detail Tag 210 „ „ 0„ 210 To mount g g } All ? x 25 s +i (0.113 x 2y ) hanger ® 230&360 All / x 2/ r-0" T-0" T-°" 3'-0^ 6-6" 5'-0^ s'-0" r-0" T-0" T-°" 6-6" 8-o- 8'-0. 10 360 2'-0" 3'-0" 4'-0" 5-6' 7'-0" 7'-6" 11'-0 2 0 3-6 5 0 7 0 9 6 9 6 11' edge of ledger to fastener. x z> 16d 110 1-° 1'-°„ 1-°„ 1-°„ 2i°„ 2,-0„ 4;6' B-6' 1'°„ 1 °" 1'°„ 2 6 5 0 6 0 9'_0,. Elevation Tag 9 p f1 Option#2. 8 16 3 3 560 1-6 3 0 4-6 5-6 8-D 8-6 12-0 3-0 4-6 6-0 8-0 10-6 11-0 12' Allow1. 210 1=0 1-0 1-0 1-0 2-0 3-0 5$ 9 6 1-0 1=0 2-0 3 6 6-0' 7i-0" 10 0" 12'-0" Fastener"Thro g Load(2)(Ibs/bolt) 2X_strappingInstalled aty ( 1a" 210 1'-0" 1'-0" 1'-0" 2'-0" 3'-6" T-0" 6'-6" 10'-0" 1'-0" T-0" 2'-0" T-6" 6'-6" 7-6" 10%0" 13'-0" Backer block g joist-span locations using two 560 All 2x4 0.135"x 3Yz ) °-o" 13'-s" x Face mount Y2 Throu h bolt hanger both sides of web Rim Board Material y"lag bolt Y"Through bolt with Air Space 2Y"screws per joist,typical with single TJI®joist 1Ys"Ti'Rim Board(3) 480 695 18" 4 4 360 1'-0" 1'-0" 2__ 3'6" 5'-6" 6'-0" 8'-6" 12'-6" 1'-0" 2'-0" 4'-0" 5'6" 9'-0" 10'-0" 12"-0" 14'-0" 1 4'TimberStrand LSL 610 725 615(4) Option#3: 20" a) 16d 5 5 560 1'-0" 1'-0" 1'-6" T-6" 5'-6" 6'-s" 9'-6"11 T-6" 1'-0" T-0" 5'-0" T-0" 10'.0" 11'-0" 13"-6" 15'-0" x AXXX x Interior Elevation Tag Web stiffeners required u sides t 1 Y"TimberStrand®LSL 671 725 Direct) applied ceiling 560D 22„(3) 2x4 (0.135"x 3%") 6 11 110 r-o^ r-o° r-o^ r-o^ r-o" r-o^ T-6^ 5'-0" F-6" 1'-0" r-0^ r-0" r-0" T-6" a-6" 8"-6" 1r-6^ 15'-0" O With top mount hangers,backer block required only 2 y pp g hanger do not laterally support at for downward loads exceeding 250 Ibs or for uplift 1 Corrosion-resistant fasteners required for wet-service applications. PB1 24" 6 13 ts^ z3o " '_ „ „ � „ ,_ „ ,_ „ , „ -0" (3) 210 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-6" 6'-0" 10'-0" 1'-0" 1'-0" 1'-0" 1'-6" 4'-6" 5'-6" 10' H 1 9 Y PP H2 g P H3 O q PP When specified On the layout, one Of W 1 0 1 0 1 0 1 0 1 6 2 0 4 0 6 6 11 0 1 0 1-0 1'-0" 2'6" 5'-0" 6'-0" 10"-6" 13'-6" 16'-6" least/ of TJI joist top flange conditions.For nailing requirements see page 5,TJ- LA (2)Allowable load determined in accordance with ASTM D7672. O p y O (1)PS1 or PS2 sheathing,face grain vertical 3so 1'-0" r-a' r-o" r-0" T-0" 4'-0" 6'-6" 10'-0" 13'-6" 1'-0" 1'-0" 2'-0" 4'-0" T-6" 8'6" 13'-0" 14'-6" 17'-0" 9001 Weyerhaeuser installation Guide for Floor and O (3)%"TJ®Rim Board is allowed with joist depths- 16"only. the bracing options above is required 2 Construction grade or better „ Archite�: y U O a 4 Maximum y"shimmed air space. 1 Y ( ) g 560 1-0 1-0 1-0 1-0 2-6 3-6 7-0 11-0 15-0 1'-0" 1'4' T-6" 5'-6" 9'-0" 10'-0" 14-6" 16-0" 18-0'• Roof Framing, TJ-9001. O 3 Web stiffeners are always required for 22"and 24"TJI®560D Joists 4" 6" r• 8" 10" 12" 14/`" 16Y4" a" 6" 7" a" 10" 12" 14 4" 16%a' BEAMDETAILS FASTENING of FLOOR PANELS 18„ 360 1-0, 1'-0" 1'-8" T-0" 6'-0" 9'-0" 14'-6" 1'-0" 4'-0" 6'-6" 9'-0" 14'-6" Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 560 1,4. 1'-0.. 1'-0" 2'-0" 6'-0" 10'-0" 15'-6" 1'-0" 6'-0" TJI"(+)(2) Rim Board 1Y4' TJI®Joists 110 210 230 or 360 360 560 560D 20" 360 1'-0" 1'-0" r-0" 1'-°" 3'-0" s'-o" 11'-0^ W-0° 1'-0^ r-6" a'-o" 7'-0" 12'-6" 16'6" 19'-°^ 20'6" Powers Hancock Design BEARING FOR DOOR Nail Size 110,210, 360 and ® TimberStrand®LSL TimberStrand"'LSL Microi;,.:•i* Parallam® 560 1'-0" 1'-0" v_n-, 1'-0" 1'-6" 5'6" 6" P.O.Box 400 BEAM TO BEAM BEARING AT 1Ys TJ or wider LVL PSL Depth 9Y2"-1178" 14"-16" 9Yz"_11%8- 14"-16" 9Yz'•-11%•' 14"-16" 18"-20" % •' South James port NY 11970 BEARING AT WALL and 230 560 Rim Board 1y4' 1Yz'• 11/s 14"-16" 18"-20" 22"-24" Rectangularholesbasedonmeasurementoflongestside. P OR WINDOW HEADER CONNECTION CONCRETE WALL • Leave Y"of web(minimum)at top and bottom of hole.DO NOT cut joist flanges. 801-558-3501 Sd(0.113"x 2Yz'"),8d(0.131"x 2y2') 4" 3( 6" 4" 3" 3" 4" 4' Filler Block I+1 2x6 2x8 2x6+%a" 2x8+3/" 2x6+)z" 2x8+)?" 2x12+Jz" Two Two Two Four%4'x g • Tables are based on uniform load tables in current design literature.1Ya"TJ®Rim Board or Strap per code if top plate Detail H2 sheathin ® 10d(0.148"x 3"),12d(0.148"x 3Ya'") 4"(31 4"(31 6" 4" 3" 3" 5" 4' ( ) g sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing Landscape Architect: 1Y"Or 1�"TimberStrand is not continuous over • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located LSL Or blocking for lateral header 16d(0.162"x 3Yz') 6" 6" 16"(4) 6"(5) 6^(5) 6"M 8114) 2x6+%" 2x10+%" 2x6+jz" 2x10+Yz" at the center of the joists an provided that no other holes occur in the joist. Marshall Paetzel Landscape Architecture 6" Cantilever Filler 2x6 2x10 Not 1 P P J sheathing sheathing sheathing sheathing Not applicable 5175 Route 48 Support (1)Stagger nails when using 4"on-center spacing and maintain%8'joist and panel edge distance.One row of fasteners is permitted(two at abutting (Detail E4) 4'-0"long 6'-0"long 4'-0"long 6'-0"long 4'-0"long 6'-0"long applicable Mattituck NY 11952 panel edges)for diaphragms.Fastener spacing for TJI®joists in diaphragm applications cannot be less than shown in table.When fastener spacing for , ALLOWABLE HOLES - Headers and Beams Phone: 631-209-2410 Strap per code if top blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI®joists. Backer Block 1 1 ( ) (Detail F1 %"or 3/" %"or%" z/"or 1"Net 2x6 2x8 2x12 Two%4'x 15" plate is not continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least Yz'and staggered. 1.55E TimberStrand LSL Headers and Beams over column (3)With 1od(0.148"x 1'/z')nails,spacing can be reduced to 3"on-center for light gauge steel straps. or H2) sheathing 2 x diameter of the Structural Engane�; Top mount (4)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than%"(to minimize splitting). Nail Size Filler (0.131"x 3") (0.131"x 3 z') largest hole(minimum) Dilandro Andrews Engineering,PLLC hanger 5 Backer (0.131"x 3" y ( )Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1J4"(to minimize splitting). ) 158 Country Rd 39 Suite 10 Protect untreated Y depth Allowed hole zone Phone: NY 11968 Column Face mount wood from direct (6)Can be reduced to 3Yz" 12"on-center nail penetration into the narrow edge is no more than 1y"(to minimize splitting). Nail Filler 32 50 Southampton hanger ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede 15 Phone:(631)259-3959 contact with recommendations listed above. Quantity121 Backer - ----- -- ----- - L1 L2 L3 See current Weyerhaeuser L4 concrete ■Maximum nail spacing for TJI®joists is 18"on-center. 1e 15 ° L O O e dimef necessary,nsions ons should increase omo'Iler and date required nailing without splittingr face (12"m minimum for backer blocks gap at top injoist;see detail W.oc Filler and backer block ------ --------- ■14 a.staples may be substituted for 8d 0.113"x 2y")nails if minimum penetration of 1"into the TJI joist or rim board is achieved. O O literature for framing connectors 9 p Y ( p 3 l q g height ( g and 24"minimum for filler blocks). o 0 0 0 0 1.55 E TimberStrand®LSL ■To minimize splitting,maintain edge distance and row spacing of 2Y2 x nail diameter or/,whichever is greater. (2)Clinch nails when possible. Header or Beam Maximum Round ■Nailing rows must be offset at leastY2"and staggered. ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser installation Guide for Floor Depth Hole Size and Roof Framing, TJ-9001. 9Ya"-9y2" 3" Multiple-Member Connections for Top-Loaded Beams Joists must be lateral) supported at 8" 6" r „ 5 „ Y PP 11Ya'"-111 / 3/ Fastener Installation Requirements cantilever and end bearings by blocking 14"-16" 4/" Piece #of Fastener TJI®joist floor framing does El panels, hangers,or direct attachment to General Notes See illustration for allowed hole zone Width Plies Type0) Min. Length #Rows O.C.Spacing Location When fasteners are required on both not require bridging or a rim board or rim joist. • Allowed hole zone suitable for headers and beams with 2) sides,stagger fasteners on the second mid-span blockinguniform and/or concentrated loads anywhere along the member. BEARING AT 10d nails 3" 3 • Round holes only 12" side so they fall halfway between Y COLUMN 2 12d-16d nails 3 Y" 2(2) One side fasteners on the first side. • No holes in headers or beams in plank orientation. Screws 3 a"or 3Yz" 2 24" H2 10d nails 3" 3'2) Al Other Trus Joists Headers and Beams • izi 12" Both sides DO NOT bevel cut joist Rim board joint Microllam® LVL B 12d-16d nails 3 y" 2 E2 between joists g 1.3E TimberStrand and Parallam PSL 3 beyond inside face of wall, O J DO NOT overhang seat cuts 1�4 Screws 33/"or 3Yz" 2 24„ Both sides Load must be applied evenly across y 3 on beams beyond the inside LSL hole zone hole zone 2 x diameter of the y depth 5" One side entire beam width.Otherwise, use face of support member. largest hole(minimum) Verify column capacity 10d nails" 3" 3(2j connections for side-loaded beams. DO NOT cut,notch or drill and beam bearing 12" One side . .• holes in headers or beams L5 12d 16d nailsf3) 3 y" 2(2) (P ply) ° L--- ---J ° o illustrations indicated and tables. length.See current 4 dWeyerhaeuser literature. 5"Oro Both sides E�tED A'f�C y Screws 3 2 24" Multiple pieces can be nailed or bolted together to ® CS ° 6 Y4 One side form a header or beam of the required size, u to a TJI rim joist ® • '�••� Microllam LVL and Other Trus Joist®Beams L6 q p ' . • 1Y8"TX'Rim Board or Parallam®PSL Header or Beam Maximum Round � O�O� 5"or 6" Both sides maximum width of 7" L3 1Ya"or 1)z"TimberStrand®LSL. allowed hole zone Depth Hole Size 2� Screws 2 24" 3%" 2 6%" One side A2 n 7J Y"bolts 8" 2 24" - middle span 4%" 1" 1If U N ' B1 d 1.3E TimberStrand® LSL allowed hole zone d 5Yz 12 (1) 10c nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162' diameter;screws are SDS,SDW, USP WS,or TrussLOIC® L1 7y4_20'� 2,, COLUMNDETAILS (2)An additional row of nails is required with depths of 14"or greater. H1 See illustration for Allowed Hole Zone (3)When connecting 4-ply members, nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes S - 62 T,9T g43488 BEAM ON • Allowed hole zone suitable for headers and beams with uniform loads only. F F COLUMN CAP NAILING AT BEARING (FLOOR) • Round holes only L5 B3 • No holes in cantilevers. TJIV Joist to Bearing Plate Squash Blocks to TJI®Joist • No holes in headers or beams in lank orientation. I ® (Load bearing wall above) p 1Y8"TJ Rim Board or 1y"or 1 y"TimberStrand®LSL. Joist may be shifted up to 3"if O Use B1 or B2 at One 10d each x e p WARNING One 8d 0.113"x 2Y") nail into each flange floor panel edge is supported B4 intermediate bearings Bellos Residence ( and span rating is not exceeded. with load bearing or Joists are unstable until braced lateral) • nail each side. Drive Do not cut joist flanges. 9 y nails at an angle at braced/shear wall P1 least%"from end. PlumbingDrop from above p Bracing Includes: 2395 King Street End of joists • Blocking • Sheathing • Strut Lines Orient NY 11957 -� 3Y"minimum at of support centerline L2 / _- \ • Hangers • Rim Board • Rim Joist COLUMN BASE 1%"minimum end bearing intermediate bearing Also see detail B2 single-family applications 5Y"may be required / 1 M-2 SCTM#(1000-26-2-44) for maximum H1 �.� Shear transfer.Connections equivalent capacity D O to floor panel nailing schedule 3•. • � ry t9 d Rim to TJIo Joist ° DO NOT walk on joists DO NOT walk on joists DO NOT stack building IV'TJ®Rim Board ® TJI®560 rim joist:Toe o o until braced. that are lying f/af. maferia/s on unsheafhed Typical Floor Framing �' ' ••" 1y"or 1 y"TimberStrand LSL. Additional joist is required if / yp g nail with 10d(0.128"x 3") o INJURY MAY RESULT. joists. Stack only or TJI®110 rim joist: floor panel edge is unsupported L4 . . , • j y over O nails, one each side of o.. : WARNING NOTES: beams or walls. P2 One 10d(0.131"x 3")nail into ®. ® or if span rating is exceeded. ,'a. -. Exterior Deck each flange TJI joist flange TJI 560 ° LA DO NOT use sawn ® floor joist '.: ° Attachment lumber for rim Lack of proper bracing during construction can result in serious TJI 210,230,and 360 rim joist: a ; '• Structural accidents.Observe the following guidelines: One 16d 0.135"x 3 " nail into INSTALLATION TIPS o board or blocking, 1.All blocking, g 1 pp ®j completely properly ELEVATED ( Y ) sheathing g,hangers,rim boards and rim joists at the end supports of the TJI joists must be cam letel installed andnailed. •Subfloor adhesive will improve floor performance,but o as it may shrink each flange. Y 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be COLUMN BASE 3 With depths> 16",use TJI®360 rim joist. P P ° after installation. accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. 1/"minimum bearing P 1 may not be required. ° Top View Use only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each joist. Locate rim board joint between joists. ° Safety bracing(1x4 engineered lumber. Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a worker or Squash blocks and blocking panels carry stacked Protect untreated wood ° minimum)at Won-center(6' one layer of unnailed sheathing. SCALE:AS Noted BEAM ATTACHMENT at BEARING vertical loads(details B1 and 132). Packing out the web from direct contact with See ALLOWABLE on-center for TJI® 110 joists)and 4.Sheathing must be completely attached to each TJI®joist before additional loads can be placed on the system. of a TJI®joist(with web stiffeners)is not a substitute concrete 1�"knockouts ° H3 HOLES extended to a braced end wall. 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. y' :::.-,• 1Y8"TJ®Rim Board or for squash blocks or blocking panels. at a roximatel 6.The flanges must remain straight within 1/2"from true alignment. :;�. , ,•.: ;.;:y 1 ® approximately Fasten at each joist with 1Y4"or 1/"TimberStrand LSL. 12"on-center two 8d 0.113"x 2 z")nails minimum Warning: Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this :L•;,�:r„ ( (see WARNING). P Y •,,, -When joists are doubled at non-load bearing parallel product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California S- 102 partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer.For more information on Proposition 65,visit .com/inform. Optional plumbing or HVAC. ® TM P3 non-shrink flush with inside face Drive nails at an See framing plan(if applicable)or SUSTAINABLE rout of wall or beam 9 One 10d (0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). OINITIATIVEFORESTRY A Weyerhaeuser, Microllam, Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side of me•nber at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Weve.rhaeuser Weyerhaeuser NR. © 2020 Weyerhaeuser NR Company. All rights reserved.minimum from end end and intermediate bearing lengths. W�Crh�lls�fCertified Sourcing www.sfip -i. sA 0000e September 2020 Reorder TJ-4015 This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001 , and the Deep Depth Trus Joist TJI Joist Installation Guide, T3-9006, which should be referenced for additional information ROOF FRAMING DETAILS Heel Connection (Platform) Hip/Valley Intermediate Support Issue Date: Set: Outlooker Detail Connect rafter to hip with five 16d (0.131"x 3Y4") nails. 11/28/22 Pricing Set Ridge Connection Connect rafter to valley with 16d (0.131"x 3Ya") nails per table below. 1/11/23 Revised Pricing g 1x or2x ceiling joists Dormer Framing 1/26/23 Permit TimberStrand® LSL or Toenail with four 16d 0.131"x 3Ya" nails TimberStrand® LSL rafter - - g j Four 16d (0.131"x 3Ya") nails ® ( � ) Attach blocking to lateral bracing at 48' at each end of strap/cleat /cleat Microllam LVL ridge board each side, or four 16d 0.131"x 3/a" nails p ( ) rafter with two 16d on-center or as specified through ridge into rafter (0.131"x 3Ya") nails Toenail hip/valley to Sheathing or other lateral post with three Header joist see plan , TimberStrand® bracing as required Hip member or Toenail header to rafter with four 16d (0.131"x 34") valley beam 16d (0.131"x 3Ya") nails from each side, or use a hanger for reactions LSL rafter \ nails per side Lateral blocking per exceeding 500 lbs. See Framing Connectors tables code or for lateral in Weyerhaeuser Roof System Guide, TJ-9005 for ® Sloped bearing surface wind requirements TimberStrand LSL hanger capacities. Attach post to bearing wall or -ceiling joist beam with three 16d (0.131"x Beam or ceiling joist A23 or A3 clips each side. 2x TimberStrand° LSL plate 2 times joist spacing, 34") nails per side sized to support post (Addresses lateral load only, (connection design may be minimum not intended for wind uplift.)* required, contact your 3" maximum rafter Weyerhaeuser representative) Additional connections may be required Structural sheathing Rafter-to-Valley Connection seat cut overhang to resist wind forces in high wind zones Attach plate to rim with 1 Rafter Rafter Roof Snow Load 16d (0.131"x 3/a")nails On-Center 30 LL+ 15 DL 50 LL+ 15 DL 80 LL+ 15 DL at 12"on-center Spacing Span Number of 16d (0.131"x 3 Y4") nails required Drawing Legend: Minimum Ridge Board Depth _ _ _ _ _ _ Rafter Pitch *Angle Clips 6' 5 5 5 Wall/Element To Be Removed Rafter �t:12 to 9:12 10:12 to l l:12 12:12 Hanger Nailing 16„ 12' 5 6 8 r^--- -----r Existing Wall To Remain Size Clip Ridge Board Sizes Type Top Plate Rafter/Ceiling Joist Rafter Connection for Thrust: 18' 9 12 See plan for member New Wall •_ 24' 8 12 2x6 2x8 2xl0 2xl0 Simpson •For lap connection nail quantity requirements, see Rafter Span and Heel 6' 5 5 7 Existing P.C.Foundation Wall Strong Tie® A23 10d x 1�" 10d x 1/ Connection Tables in Weyerhaeuser Roof System Design Guide, TJ-9005. Ceiling outlookers 2x8 2x10 2x12 2x12 g y y g at hip end 12' 6 8 11 • .:_ ­"q New P.C.Foundation Wall 2x10 14" 14" 14" USP Structural 1 * Existing CMU Foundation Wall O TonnecCtors® A3 10d x 1�" 10d x 1/ -If 8-15 nails required, use two A23 or A3 clips, each side. 18' 9 13 20 2x12 14" 16" 16" 24' 12 Open, see plan rsr 7_� i,-177777=577 New CMU Foundation Wall R R *Contact your Weyerhaeuser representative ------- Lines Above 24 26 for additional connection information. ----------- Lines Below ------- Guidelines sot Door Tag Trimmer joist see plan 101 Window Tag Heell Connection (Lap) Valley-to-Hip Connection � section X, TimberStrand® LSL rafter HipNalley Low End Sheet A-XXX Sloped hanger x Hip/Ridge/Valley/ (sloped/skewed if roof Hip/Ridge/Valley/ Post Detail Hip member or pitches are unequal).,,, v L Detail Tag Sheathing or other lateral valley beam Hip member 3" Maximum rafter bracingrequired TimberStrand® LSL or as q Notch TimberStrand LSL Hip/valley seat cut overhang Microllam® LVL ridge board x hip/valley to sit on post depth (d) Depth of hip/valley Elevation Tag (minimum of 75%of original at seat cut(y). x member depth must remain). See table below Ridge board. Toenail ridge-to-hip with four Toenail hip to ridge with five x Axxx x Interior Elevation Tag 16d (0.131"x 3Ya") nails. 16d (0.131"x 3Y") x TimberStrand® LSL Connect rafter to nails R Attach blocking to rafter with ceiling joist valley using 16d 27 Architect: two 16d (0.131"x 34") nails/ (0.131"x 3Y4') nails(2) 16d (0.131"x 3 a") nails Attach hip/valley member to plate for heel/lap connection * Valle beam. Connect to hi Lateral blocking per code or� Post or bearing wall with three 16d (0.131"x 3Ya") nails y p Powers Hancock Design for lateral wind requirements Toenail ceiling joist to top plate per side member with sloped hanger. P.O.Box 400 South Jamesport NY 11970 Toenail rafter to top plate with with two 16d (0.131"x 34") nails Hip/Valley Depth Contact your Weyerhaeuser representative for sizing of a hip MENEd 801-558-3501 three 16d (0.131"x 3Y4") nails Minimum Percentage of Original HipNalle Depth Required or valley with a point load. And Ape Architect: TimberStrand® LSL rafter Member Type TimberStrand LSL Microllam®LVL Hip Member 1 30% 50% t'i See Framing Connectors in Weyerhaeuser Roof System Guide, Marshall Paetzel Landscape Architecture R * For heel/lap connection nailing see Rafter Span and Heel Connection R T Valley Beam 60% 90% R TJ-9005 for hanger capacities. 5175 Route 48 21 Tables in Weyerhaeuser Roof System Design Guide, TJ-9005. 23 Hip member or valley beam Calculate percentage as y/d x 100 28 t2)See Rafter-to-Valle Connection table in Detail R26 above. Mattituck NY 11952 y Phone:(631)-209-2410 Structural Engineer: Dllandro Andrews Engineering,PLLC 158 Country Rd 39 Suite 10 ROOF DETAILS Southampton NY 11968 Phone:(631)-259-3959 General Notes A wgmhaeuser Unless otherwise noted, all details are valid to a maximum slope of 12:12. Joists>16"have a maximum slope of 3:12. V-cut shear blocking-1Y"or 1Y" Web stiffeners are required with all 22"and ® 2x4 one side. Use 2x6 if TimberStrand LSL rim board 2x4 one side. Use 2x4 both 24"joists and when the sides of the hanger Beveled web stiffeners required on INTERMEDIATE BEARING joist spacing is greater than do rot latterally support at least%"of the both sides.Cut to match roof slope. sides if joist spacing is p 24"on-center. • Blocking panels or shear blocking may be �� greater than 24"on-center. p &' TJI Joist top flange.Also see framing plan. Web Stiffener required on specified forf y pp joist stability at intermediate supports Two rows 8d C � \c�F Shear blocking- both sides at R3W ONLY at 81 on center ails 1y"TJ®Rim Board, Web stiffeners 1-T Twist strap and backer block required at 10d(0.128"x 3") %"or 1y"TimberStrand® " Variable slope seat required on both R7S with slopes greater than 3:12. See LSL or TJI®joist. p Birdsmouth cut sides at R7W ONLY p g nails at 8" 1 I connector must not Nailing Requirements at Bearing in on-center TJI®joist flange overhang inside Weyerhaeuser Installation Guide for Floor Web Stiffener required on must bear fully on face of plate. and Roof Framing,TJ-9001. Beveled 2x4 block I both sides at R1 W ONLY plate. Beveled bearing plate Y3 adjacent span maximum a\�� Beveled bearing Beveled 2x4 block with `L 0 p plate required when beveled web stiffener on ���` `L' � opposite side of web �a Beveled web stiffeners 2x4 block for soffit support � pp required when sloe pp slope exceedsYa:12 a'� on both sides gexceedsYa:12 p R3 R3W R5 R7 W tR7 R7S is allowed only with joist depths< 16" R8 Rg B/RDSMOUTH CUT allowed at low end of joist only B/RDSMOUTH CUT allowed at low end of joist only B/RDSMOUTH CUT allowed at low end of jolst only O RC `Y3 adjacent span maximum C���� A O G."oT oGL��� Filler block:Attach per the table below. Clinch nails when possible. Backer block:Install tight to bottom flange(tight to top flange with top mount hangers).Attach per table below. 04346ti � FO LSTA18 strap nails at H6S with slopes greater than 3:12 Strap nails: Bellos Residence Leave 23/"minimum end SHEAR BLOCKING and VENTILATION HOLES(Roof Only) distance y y y 2395 King Street 2x4 one side. Use 2x4 both LSTA24(Simpson Strong-Tie or USP 't Orient NY 11957 LSTA18(Simpson Strong-Tie Tie®or USP Double joist sides if joists spacing is ( p g- Structural Connectors)strap with twelve Variable slope joist hanger. Reveled Field trim to match joist depth at outer edge Two rows 8d 0.113"x 2Y2") 1 p g Structural Connectors strap with 1 •• p 1 g Y may be required ( c� greater than 24"on-center. ) p 10d(0.148 x 1/ )nails required at H5S with web stiffeners required on both sides. of wall or locate on wall to match joist depth. nails at 8"on-center p'\�� twelve 10d(0.148"x%")nails slopes greater than 3:12 Use 1 Y8"TJ®Rim Board with depths<_16". III Ya when L exceeds L SCTM#(1000-26-2-44) �o y joist spacing cc 1 Y2" Additional blocking may be required for Additional blocking TJI®Depth D TJI®Flange Block Nail Allowed hole zone shear transfer L , may be required Width Type Size Quantity Y Beveled web for shear transfer. Filler 10d(0.128"x 3") 10 Y Y Blocking stiffener each Filler less than 3Yz" Strap nails: 9yz"<D<_16" Backer 10d(0.128"x 3") 10 I /as required side ofTJl®joist Beveled 2x4 block. Leave 2% mum Strap nails: 3�.."mini Filler 161d(0.135"x 3Y") 10-each side Y web Typical Roof Framing !- Second beveled web end distance Leave 23/"minimum Backer 10d(0.128"x 3") 10 stiffener required on end distance Filler 10d(0.128"x 3") 15 Y 2x_overhang. Notch TJI®joist flange must opposite side at R10W only. Double beveled bearing late less than 3Yz" around TJI joist top bear fully on plate. 0 pp y g p Variable slope joist hanger. 16"<D<_20" Backer 10d(0.128"x 3") 15 Maximum allowable V-cut End wall flange. Birdsmouth cut must not when slope exceeds ya:12 P 1 9 Filler 16d(0.135"x 32") 15-each side Beveled bearing plate required Beveled web stiffener 3Y2" For TJI®joists with slopes of 10:12 to 12:12,the vertical depth of overhang inside face of R` required each side. Backer 10d(0.128"x 3") 15 ® plate. when slope exceeds ya:12 Web Stiffener required on shear blocking at bearing will require 1)g"TJ Rim Board or 1y,"or R10 R10 R14 R14 both sides at R14W ONLY H5 20"<D<24" 3Y„ Filler 161d(0.135"x 3Y") 25-each side SB %"TimberStrand®LSL that is one size deeper than the TJI®joist. Op gC B/RDSMOUTH CUT allowed S H5S is allowed only with joist depths< 16" Backer 10d(0.128"x 3") 15 DO NOT use 1Ya"TJ®Rim Board with 18"-24"TJI®joists or in H5 O at low end of joist only vertilation-hole applications. H65 is allowed only with joist depths < 16" SCALE:As Noted 4 H6 H6 For filler and backer block sizes see Weyerhaeuser TJI®, S Joist Specifier's Guide,TJ-4000 Weyerhaeuser Warning:Drilling,sawing,sanding or machining wood products generates wood dust.The paint andkor coating on this S- 103 product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California to cause cancer. For more information on Proposition 65,visit .com/inform. SUSTAINABLE INITIATIVE A Weyerhaeuser,Microllam, Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered)trademarks of Certified Sourcing Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. www.sflp -. a`00°°8 October 2017 Reorder TJ-4014