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31797-Z
of SooTyo`Q Town of Southold * * P.O. Box 1179 53095 Main Rd � o NT Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46958 Date: 04/08/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ALTERATION Location of Property: 215 Colonial Rd Southold,NY 11971 Sec/Block/Lot: 79.-6-25 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 02/10/2006 Pursuant to which Building Permit No. 31797 and dated: 02/15/2006 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 including a conversion of an existing attached garage to living space to an existing single-family dwelling as applied for. The certificate is issued to: Joan Becht Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 31797 3/30/2026 PLUMBERS CERTIFICATION: Burt's Reliable Inc 3/16 2012 r uthor d Si nature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO_ 31797 Z Date FEBRUARY 15, 2006 Permission is hereby granted to: JOAN E & JOHN J BECHT SOUTHOLD,NY 11971 for ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 215 COLONIAL RD SOUTHOLD County Tax Map No. 473889 Section 079 Block 0006 Lot No. 025 pursuant to application dated FEBRUARY 10 , 2006 and approved by the Building Inspector to expire on AUGUST 15, 2007 . Fee $ 150 . 00 Authorized Signature ORIGINAL Rev. 5/8/02 �o��pG SO(/l�olo Town Hall Annex Telephone(631)765-1802 54375 Main Road G P.O. Box 1179 • �O Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Joan Becht Address: 215 Colonial Road city: Southold st: NY zip: 11971 Building Permit#: 31797 Section: 79 Block: 6 Lot: 25 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: Marc Fink License No: ME-58846 SITE DETAILS Office Use Only Commercial Indoor Basement Service Solar Residential X Outdoor 1st Floor X Pool Battery Storage As-built Renovation X 2nd Floor Hot Tub EV Charger New Addition Attic Spa Generator Survey Mezzanine Garage Dock INVENTORY Service 1 ph In-wall Heater Recpt 7 Ceiling Fixtures 1 Smoke Detectors Pump Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 1 CO Detectors Heater Main Panel A/C Condenser Single Recpt RecessdFixtures 6 Combo Smoke/CO Transformer Sub Panel A/C Blower Range Recpt Ceiling Fan Heat Detectors Salt Gen Transfer Switch Mini Split Dryer Recpt UC Lights Fridge AutoCover .ARC Blower Heads Switches 8 Pucks Lights Dishwasher Mini Fridge GFI SepticDisconnect Emrgency Strobe 4'LED Microwave Garbage Disp. ARC/GFI ERV Exit Lights Bath Exhaust 1 Hood Dehumidifier Other Equipment: Notes: GARAGE CONVERSION & BATH ROOM Inspector Signature: !l-• Date: March 30, 2026 of S©u �0 Telephone(631)765-180,2 Town Hall Annex 54375 Main Road ' lax(63 Q.765-9502 P.O.Box 1179 CA . Q southold,New York 1.1971.-0959 Oltelml . ' BUILDING DEPARTMENT TOWN.aF S:ozFMOLD .CERTI_FIC.A'X`ION Date: Ma(� 'h I to, OLD . Building Pertnit No. Owner: 3n►r,\c ec, � (Please print) Plumber: ( 'S RePz& be Irc (Please print) I certify that the solder used in.the water supply.system contains less.than 2/10 of 1% lead. bers Signaturo- Sworn to before.me this day of 20_ a. 4 Notary Public, su4oK County BERNADETTE L.TAPLIN VOTARY M. IBLIC#4844893 State of New York Residing 2n SOOVA Goenty n �A Commission Expires SeO, ;� BUILDING DEFT. INSPECTION [ ] FOUNDATION iST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS• /6d- DATE a �� � ^ 0 � INSPECTOR �� �Of SO(/T�, j Y F7 o�ycOUto,� �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ROUGH PLBG. [ ] FOUNDATION 2ND [INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ti DATE INSPECTOR OF SOcou UTyOIo • ao TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: L=, � -, t ® c r DATE 7 �'" INSPECTOR ' Soury°� Co � mac. '`mil * # TOWN F SOUTHOLD BU L�lNG EPT. 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 f ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [J(] ELECTRICAL (FINAL) [ . ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: 4araae, Con eit6;&A G- I1 ocal4A bt,64 cy �nj0 ot,e i co oaf' to-IR i S'5 IfT4 co 0 er plexi-C opok. uo G�cu cr DATE 3 INSPECTOR pi� INSPECTION REPORT DATE COMMENTS --OV FOUNDATION(1ST) y -------------------------------------- FOUNDATION(2ND) � O H ROUGH FRAMING& PLUMBING - -tiv- O v r INSULATION PER N.Y. y STATE ENERGY CODE V " / tz) FINAL ADDITIONAL COMMENT I +0 ,a I G (� z � X J G H J o z _ x �y x d b H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATIO3 C\\ BUILDING DEPARTMENT Do you have or need the following,be TOWN HALL . , 41A Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. 3/ 7%7�/ Check Septic Form N.Y.S.D.E.C. ---_. Trustees Examined ,209� Contact: Approved �� ,20"`� Mail to: �� /a •�r a4.11 Disapproved a/c Expiration �) ,20_q Building Inspector APPLICATION FOR BUILDING PERMIT Date , , 20 06 INSTRUCTIONS a. This application MUST-be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within.18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) e- J , ' paf--, (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises J� .Ll L J A� , , 1�c_�c a-; (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. -3 9 e,/7- /-/.1 1 j Plumbers License No. Electricians License No. �-� �-»a4c Other Trade's License No. 1. Location of land on which proposed work will be done: I S L C,10 M I v--1 House Number Street Hamlet County Tax Map No. 1000 Section l Block ( Lot 5 . Subdivision Filed Map No. (Name) i otate existing use and occupancy of premises and 'ntended use and occupancy of proposed construction: a. Existing use and occupancy -Si nic�,�` � �„� l� w tnl fit, b. Intended use and occupancy 1�-i C-" = � I Kl o 3. Nature of work(check which applicable): New Building Addition Alteration k .Repair Removal Demolition Other Work (Description) 4. Estimated Cost 1�- Fee 1 (To be paid on filing this application) 5. If dwelling,number of-dwelling units Number of dwelling units on each floor If garage, number of cars l 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Ga C, Rear Depth --D 1 Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner (A'J C� 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO_C 13. Will lot be re-graded? YES NO_C Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. (,S-3H S'o Name of Architect Jess,,c,v��ddress vA,i;4+ uic-s-j S.,,-nw hone No .)G Z-l 8 6'QL, Name of Contractor a aactee4 Pl,t IT- Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: Y COUNT OF� �- - being duly sworn, deposes and says that.(s)he is the applicant (Name of individual signing contract) above named, (S)He is the ot,�,j P-,6--�-- (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Swo tq before me this tl day of_ -�-ZLAUaiA, 20 0, A 'I N414 Public Signature of Applicant MELANIE DOROSKI NOTARY PUBLIC,State of New Vbfk No.01004634870 Qualified in Suffolk County Commission Expires September 30,1G� , Electrical Inspector Li) �Ull� xDEPARTMENT Lf-, TOWN OF SOUTHOLD Town Hall A nri& - 54375 Main Road - PO Box 1179 COD I MAR 2 7 2026 s QGthold, New York 11971-0959 Telephone (631) 765-1802 r 4.rrf.z),I.f. APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: Company Name: U Electrician's Name: License No.: Elec. email: Elec. Phone No: El I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Informatiop Required) Name: '30 Address: 2l cL-(i Q I 0� Cross Street: Phone No.: BIdg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 1- 41(vt L 4M Square Footage: Circle All That Apply: ❑Is job ready for inspection?: 21,*YES —]Rough In ❑ Final NO F Do you need a Temp Certificate?: —1 YES F----k4a- issued On F r I Temp Information: (All information required) Service SizeF-11 PhF—]3 Ph Size: A # Meters Old Meter# ❑New Servicer-1 Fire Reconnect E]Flood Reconnect[:]Service Reconnect[:]Underground E]Overhead # Underground Laterals[:]1 D2 [—] H Frame [] Pole Work done on Service? MY nN Additional Information: PAYMENT DUE WITH APPLICATION BUILDING,IDEPARTMENT- Electrical Inspector ' TOWN OF SOUTHOLD c - Town Hall Annex 54375 Main Road - PO Box 1179 o • MAR 2 7/ 2026 SiU�thold, New York 11971-0959 Telephone (631) 765-1802 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: Company Name: � G g-,Pciigvt Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Informatio Required) Name: Address: 2l C--(j N-)i O(, Cross Street: Phone No.: ^Z —33 Bldg.Permit#: '?21 7q7 email: Tax Map District: 1000 Section: Block: Lot: 0 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): L _ _ _ Square Footage: Circle All That Apply: Is job ready for inspection?: 21*`YES ❑ NO []Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES �-P�Cf Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame M Pole Work done on Service? Y RN Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: Switches ' l Outletstfi— GFI's ll „a Surface Sconces HH's �, UC Lts Fridge HW POOL Fans Mini Fr. WAD Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes IDW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments pF SOUr��l 0 Town Hall,53095 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Telephone(631)765-1802 Southold,New York 11971-0959 �O �lyO4UNNI BUILDING DEPARTMENT TOWN OF SOUTHO APRIL 18, 2006 JOHN&JOAN BECHT ' 0 o9 (� 215 COLONIAL ROAD NEW j SOUTHOLD N.Y. 11971. To Whom It May Concern: We are unable to complete your Certificate of Occupancy because of the following reasons: , `/ An application for Certificate of Occupancy is not on file. (Enclosed) ✓ o Electrical Certificate on file. The Check is not on file.—$25.00 No Health Department Approval on file. / No final inspection has been made. ✓ No Plumber Solder Certificate on file. (All permits involving plumbing being issued after April 1, 1984.) Certificate of Compliance from Southold Town Trustees. BUILDING PERMIT#31797-Z (ALTERATIONS) •4QXW4BEFORE CERTIFICATE OF OCCUPANCY CAN BE ISSUED, BUILDING P RMIT APPLICATION MUST BE APPLIED FOR THE FINISHED BASEMENT. SO!/jyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G Q Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD August 16, 2011 Mr.& Mrs. John Becht 215 Colonial Road Southold, NY 11971 TO WHOM IT MAY CONCERN: The Following Item(s)Are Needed To Complete Your Certificate of Occupancy: *Note: BEFORE CERTIFICATE OF OCCUPANCY CAN BE ISSUED, BUILDING PERMIT APPLICATION MUST BE APPLIED FOR THE FINISHED BASEMENT. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$25.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT : 31797 —Alterations ho��pF SO!/Tyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 y�DUNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD January 4, 2012 Mr. & Mrs. John Becht 215 Colonial Rd Southold, NY 11971 TO WHOM IT MAY CONCERN: The Following Item(s)Are Needed To Complete Your Certificate of Occupancy: *Note: BEFORE A CERTIFICATE OF OCCUPANCY CAN BE ISSUED,A BUILDING PERMIT APPLICATION STILL NEEDS TO BE SUBMITTED FOR THE FINISHED BASEMENT. ADD ____ I Ica e o ccupan d)r Electrical Underwriters Certificate. ✓A fee of$' .00 t� / Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. Final Fire Inspection from Fire Marshall. — Bob Fisher Final Landmark Preservation approval. BUILDING PERMIT: 31797 - Alterations Hughes Fd. Few�r Fd. Nos S 60'02'40^ E Chain Link Fence W a r� 125 C.M. c o:7 C.M. fence Cc e, W 0�' m Shed 3 za' O 1' 4.7' (.r 18.1' IO.J' O 4 CQ U h � � Q 2 I ,.9 R 2 ° O in g 207r. ° LQ H Bnck O Patio 1.1' N10' Caragezt m Asphalt Driveway W Z 17.1' O J9.!' r Fd. /P N 60'02'40" W„ S•O 4 125' Fmcr Cmw X. T w a Stockade Fence N/F N/F Guarriello/ Tyler Beyer ED'S ROAD c M. TM#: 1000-079-06-25 SURVEYED: 17 March, 1998 SCALE: 1"=20' AREA= 16'246.047 SF OR 0.373 ACRES n ....... ....,•,cd here on shall ruo SURVEY OF '.v for hon: lt,.. DESCRIBED PROPERTY .::.d on his bahc,li !t• ill, .. (cver:r.ant:.l 1�.r�rt�• SITUATE NEAR BAYVIEW ".`:::r., if li<.lecf ': re ", _n:i SOUTHOLD, TOWN OF SOUTHOLD of rhr ler.-::a.; iraGl:tio" SUFFOLK COUNTY, NEW YORK SURVEYED BY.• SURVEYED FOR: JOAN BECHT STANLEY J. ISAKSEN, Jr. :nc�in,:ized alterc:lian ar o dill..: to u;i: P.O. BOX 294 GUARANTEED T0: s: ._: ! Ss•uio: of New uffolk, N.Y. 11956 Joan Becht H,c I:cv1 Ycr:: Sic:[' G(iUCatiJ❑ La•a•. 516 77 4-583 North Fork Bonk Fidelity Notional Title Ins. Co. Ccpias of this survey map nol bearing Town of Southold Li,e Lc.-.d S.r::;cr. c-ii1bosseci seal shall License nd S r, or r_ cur.,:war d ;� be a valid true NYS 4i , o. 492 98R695 • 'i ..# '.. _r "5•`' `'K a r _ .x'r�"".ts'a Y' ., <y,''� •,as5'� t.�'+dr '� .2 f '77 1 MR c I s c Y too T } f4, vivo ;y a} �r t K is {� r� t -•`5... k �.. ,�3.` .•S�. � rr W Fr 3�� � i� � iF'�1a < rt _yu t� 4 y `�`.7 L 7 x ^. jj L 9 7J{ V r 1" W If WE a { L -f is `.' .. 77 W"Way To .�}J. !fy }- •.."]:4J -f.. �, S.S.'� r / ,f '•ti - ..t Y., 3:`.�P� %� V e � � x; y•ti.t1 �. � A ��5 �-+ _> c r"rs•,. } r Wax••a.. 00 Imo•.�- :f• i Q,fr A �. - 'a ��t R JC y'2 x J f�J,.ye,� -}1 r. f SZ� ,; yy,�• t.. L r .y fK > i S'_ vv ts.i.,, t r s, x A. �, t ���. h � � y.-i" .� ,)v� d••ry,,if r k �ry r ,•` ter. f "- ..r_w"wi._.�`z��«.,..'-!.._,.f;. ...:c��:... -.ha-.-�..��ss::.v.�..�._:�3.�. -.,._.....ti.___ __ �.r.».,...� {-„ti:..._,-.r:�.,::.._ -....:�+.�..r�w+.•..1xt_.. .•-. � ENGINEER'S SEAL• i--_— A B NOTES: F ALL SHEATHING TO BE NAILED IN ACCOF'DANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION c � 59•-8j" (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS. 2001 SBC HIGH WIND EDITION. ALL JACK STUDS & FULL HEIGHT KING S'I'UDS SHALL BE IN ACCORDANCE WITH THE AMERICAN FOREST & PAPER ASSOCIATION ' (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS„ 2001 SBC HIGH WIND EDITION. ° * INDICATES THAT THIS UNIT IS PROVIDING EGRESS FOR THE HABITABLE SPACE IT IS LOCATED IN. 4» � RY 2x4 KNEEWALL AS REQUIRED MIN. PLATE SPLICE ON WALLS PERPENDICULAR VENEER� TO RIDGE IS 4'-0" VENEER MIN. PLATE SPLICE ON WALLS PARALLEL —LINE OF EDGE OF RAISED CONCRETE SLAB TO RIDGE IS 5'-0" / PROVIDE 8" CONCRETE W&L AND FILL BASE MIN. OF DBL JACK AND DBL KING STUD ON WITH SAND OR GRAVEL APID CAP WITH A 4" SLAB (TOP OF SLAB TO BE 4" 3ELOW FINISH FLOOR, �Ic�"(�1TT(! /�BASEMENT_ EXISTING I1�1 V 1'7►S lvi lr ALL EXT. WINDOWS AND DOORS. SLAB TO BE CAPPED WIT}-. BRICK OR STONE) _ = NOTE: VERIFY LOCATION OF STRONG-TIE ROD SYSTEM I LINE OF WOOD N FRAMED FLOOR ABOVE N (ROD MAY BE LOCATED IN MIDDLE OF KING STUDS.) ^ 16 r----� NOTE: RE TO ALL SIMPSON HANGERS HAVE BEEN CIERTIFIED BY AN ENGINEER TO FOUNDATION I I � (3 2x8 GIRDER EXGIR HAVED ON VENT - N TO E:STING (2)2x8 FLOOR JOISTS HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED 2'-0"x 2'-0"x 12"' ------ -� S FOUNIATION CONC. FOOTING »,�2•� AMOUNT CALCULATED FOR EACH CASE. (2)2x8 FLOOR JOISTS (2)2x8 FLOOR JOISTS�/+' NOTE: PROVIDE SOLID BLOCKING IN ALL FLOCIR JOISTS AND RAFTERS AS 0 6R WOOD COLUMN REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, o � _ T OR BUILD 2x4 WALL 4x4 WOOD COLUMN NEW ' BENEATH FRAMING AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) o l CLOSET I ;.� ABOVE. WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO F-"I 00 FAMILY DWELLINGS, 2001 SBC HIGH WAND EDITION. N = _ STAIRS NOTE: �..,J C) (V.I.F.) EAST END DRAFTING & DESIGN AND ITS ASSOCIATED ENGINEER HAVE F••� MCI NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY _ = MATERIAL OR WORKMANSHIP PROVIDED, TO THIS JOB SITE. �•••{ ---------------------_---- N t �1 ______________ ___ _______J VERIFY NUMBER OF RISERS U ! 16"x8" FOUNDATION VENT PROVIDE NEW 8" CONCRETE WALL ON 16"x8" CONCRETE FOOTIN', MIN. 3'-0" BELOW FINAL GRADE. FIRST FLOOR WINIDOWS FIRST FLOOR WINDOWS PLUMBING RISER DI�vRAM ARE TO BE SEET LCA FOII7L�DA'I'IDN ,'LAN B :;y ARE TO BE SET AT 6'— 10 AT 6'-10" 11 (MATCH E- 10 ' MATCH EXISTING P ,__SCALE NOTE: ALL INTERIOR HEADERS ( __SCALE) (MATCH ARE TO INTERIOR (1)31?�HEAD NOTE: ALL INTERIOR HEADERS ARE TO BE (1)�"x97�" NOTE. THE PROVISIONS OF CHAPTE �\`?,St', 31 AND 32 OF THE GLUELAM BEAM UJNLESS A B GLUELAM BEAM UNLESS RESIDENTIAL CODE OF TI ih7'_ Or' NEW YORK ALONG OTHERWISE NOTED. OTHERWISE NOTED. WITH THE PLUMBING CODE CF �`..'. YORK STATE AND THE ' 59,-8j» — SUFFOLK COUNTY DE`."ARTME'.l HEALTH SERVICES WILL I GOVERN THE MATERIALS, DES!",,', CONSTRUCTION AND ; r._...r..r......".�, INSTALLATION OF SANITARY Dr�JNAGE SYST--MS. � tlh _ I� ; li� ` EXISTING - TERMA-TRU ANDERSEN NOTE. ALL VENTS ARE TO BE LOCA. T C_D AT THE REAR OF THE HOUSE ANDERSEN FlBERCLASSIC+ LxiSTING + UNR EXISTING EXISTING 2846 3088 DOOR 6068 SuDER WINDOW WINDOW F R- IJ • PRGM'DE NEW r EXISTING 3W DOOR CLOSET a II I i A LAUNDRY ROOM FLOOR TO BE f RAISED tmOE 690E III Dom (MATCH EXISTING) DINING BEDROOM #2 ' ROOM KITCHEN31 0"MiHIP MO U`E OF DRAV"R : I BAT r . The" drowin eM ng tl) the ideas, design and orrongerrwrL ropreser'ed th•+•Jn, Or• tIN prt:p•Ay Of NZDe•t thereof *hall bgen Afsoeial•r, LLJw !W pat 2 t;>�I Y oopi•d, then oft to �/1/ S� p Others or us!d M connection Wth ony 0 h ark or project other than for t n they O txtM surtE R 11 _. have Dean prepared nlfhorR written C t t t t consent of Eas! End n..Jgri Aesaciotss. r "C. n _ "/4• >r PROJECT NO: • rite z O rxr ( = I t tn. t t/t t t/t! I IJon © 0 s� 7 N ' t, 877-2005 / DRAWN t>Y: cD Q -- N p CO DETECTOR r ,, CMA EXISTING GARAGE N " Y Y CHECKED BY: 295 SQZFT. � _. G° SCALE. r i LIVING ROOM ! Y Y 1/4"= 1'-0" PROVIDE OPENING r rwk r C.L DATE: FOR NEW 2868 DOOOR a i]JSte�.��rtffinst y r n,. *M „ ,� H , 09-22-05 10-22-05 11-03-05 01-29-06 BEDRO)M 02—�0-0 W - K a 13 -11' - 21' ANDERSEN w 6a AR21 _- vJi t�tto O rN F WI�FI (�.t z 9Kt LVL HEADER ---- zl Freme lCitn3 I '2 TERMA-TRu ► -11 10'—11' " YSM. 3'SM. FlBERCLASSIC ANDERSEN* ANDERSEN+ ANDERSEN• 3068 DOOR SHEET TITLE: cV 3046 3046 3046 EXISTING EXISTIN FOUNDATION M. WINDOW WINDOI 2 ANDERSEN* ANDERSEN. PLAN/ + ; 3046 3046 FI R ST I B FLOOR a/ I A 'I C © COPYRIGHT 2006 EAST END DESIGN ASSOCIATES, LLC. DEMOLITION �7'-3" —=18�" 10'-6 " 1'-11"�J'-2 " 13'-3 " —r, " ALL FLOOR PLANS AND (ELEVATIONS ARE PROTECTED PLAN UNDER FEDERAL COPYRIGHT LAW. 59'-8j" PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION.. SHEET N0: FIRST FLOOR 1h7f`VDOWS ,'LAN FIRST FLOOR WINDOWS ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ARE TO BE S3ET NEW FIRST FLOOR DE1V�OLITI T ARE TO BESET EAST END DESIGN ASSOCIATES, LLC. AT 6-10'" AT V-10" THE RIGHT TO BUILD ONILY ONE STRUCTURE FROM THESE MATCH EXISTIING MATCH EXISTING PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOTE: ALL INTERIOR' HEADERS NOTE: ALL INTERIOR HEADERS S I ARE TO BE (1)�"x9Y2" WALLS TO BE REMOVED ARE TO BE (1) "x971" Acceptance of these dr wings does not atuthorize the right to build without the authorization GLUELAM BEAM UNLESS GLUELAM BEAM UNLESS of local governing agencies,such as Sulfti)IL County Dept.of Health Services,l'owTi Building OTHERWISE NOTED. OTHERWISE NOTED. Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. ENGINEER'S SEAL• NOTES: A - B ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. ALL JACK STUDS & FULL HEIGHT KING STUDS SHALL BE IN ACCORDANCE WITH THE AMERICAN FOREST & PAPER ASSOCIATION '-3j" '-109" 11 -1 " 11'_6" _g • 1 _11�. (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. TERMA-TRU NOTE: FINISH FLOOR HEIGHTS TO MATCH EXISTING FlBERCtASSIC• ANDERSEN ANDERSEN 3068 DOOR EX. 6068 SLIDER UNIT EXISTING EXISTING 2846 WINDOW WINDOW HTR. 13'-111" 10,-04" EXISTING EXISTING I PROVI' E NEW LAUNDRY EXISTINGI 3068 DOOR C OS ET ' ROOM CEILING EXISTING TO EXISTING• ROOF SYSTEM REMAIN FLOOR TO B DINING = SED LINE OF FLA EILING (MATCHvEXISTING( ROOM _ 7EXISTING o — NEW 18" RETURN WALL EXISTING BEDIRC')M 2 KITCHEN EXISTINGO M PROVIDE METAL-AI13ESTOS m BATH OR EQUAL tiICH TEMIPERAIURE _< R-30 INSULATION FLUE AS PER MANUIFACTURES a Z to SPECS AND NYS CODE o0 I� 1 INSTALLATION TO COWPLY WITH — LINE OF o MANUFACTURES SPEECS AND o-i tV S/ n NYS. CODE.. r� II FLAT CEILING Z 3'-0 " '-64" 3'-6" �o w� BATH HALL BATH mmo w 0 VERI LEARANCE `��,w SIMPSON TOP MOUNTED HANGER C L. + SIDES IRED ON ALL OF STOVE Zz' ICAM3 HUNG FROM RIDGE N r w I i 0'-2" VERIFY ALL LOAD BEARING = rn t° a w POINTS ARE BLOCKED TO -�* I O j — o M 21 9 m INSURE ALL WEIGHT IS I L/T L/7 S/ S/ N ' II TRANSFERED TO FOOTING METAL BRACKET c�v I N wo CO DETECTOR 34" CDX SUBFLOOR NEW 2x6 RAFTER TO BE O I m 3 iE c AMED BFN�A�r+ NN c`I i� I 9 w Z z = 1-Y4"x 11�" LVL ON FLAT RAFTERS TO FORMA I I J a m o na CATHEDRAL CEILING L0 I w W 6 o _ 3 _ " LIN, n NEW NEW 6 AFTER TO BE 1 GREAT ROOM TH Exl N II ^eo��W EXISTING -I �f 1 TERS 0 FORM A OH LIVING ROOM , NEW L/T �-2 3 o ' CATHEDRAL CATHEDRALCEILING I x J a= I BATH I zoo �4 :�EL ;., EXISTING noj� " " a BEDROOM I 4 3 -8 �r - --- - .- U Z U I W / a. W m 2 U' I I v�~U W LL S/ _� O //Y11�\ �z" \ 1 �a00 MZ II -Z to �✓ wo jr ow l u' '''o - 21' S� ANDERSEN o C''•1 o�N 9 _ `" AR21 V) g N CLOSET FILOOR TO Li o I 0 BEVI RAISED TO o r Nmo ----WI'iFTZ3)T�4 z "-C�LEf2----- = C� 3�"PROVIDE r JU I ' 3•SM. 3"SM. TERMA-TRU+ CROSS SECTION ,C TIO1r.T B,� FlBERCLASSIC I — j 1� /'��Z ANDERSEN* ANDERSEN+ ANDERSEN. 2 3068 DOOR (V '- (�!) 13'-11" N 3046 3046 3046 1— _ (SEE WINDOW DETAIL BELOW) " EXISTING MISTING ---t WINDOW ENDOW BELOW WINDOW IS TO BE FRAMED 2"SM. OUT WITH 2x12's DOWN TO TOP OF FIRST FLOOR WINDOWS OR EQUVIDE AL HIGH TEMPERATURE ANDERSEN ANDERSEN* • FOUNDATION AND FILLED WITH ARE 6'B 10ET FLUE AS PER MANUFACTURES RIDGE / HIP VENT AT 3046 3o4s R-30 INSULATION. SPECS AND NYS CODE. B MATCH EXISTING INSTALLATION TO COMPLY WITH MANUFACTURES SPECS AND R-30 INSULATION A NOTE:ARE TO INTERIOR ( )�XERS NYS. CODE. — SEE RAFTER AND IHIP DETAIL 7'-3" -$'-8 " 10'-64" 1'-11" --5'-2 " 13'-3j" �'-6 " GLOTHERWIUELAM SE NOTED SS R-30 INSULATION " '• - (2) 1-3/4 x 113g LVL FLUSH BEAM WITH 34'" CDX PLYIWOOD GLUED AND SCREWED ON THE NEW GREAT ROOM GABLE WALL AND Xz" CDX GLUED ANID SCREWED ON THE GABLE FIRST FLOOR WIINDOWS 2x6 CEILING JOISTS ! END OVER THE EXISTING LIVING ROOM ARE O B 1(o ET NEW FIRST FLOOR PLAN ----- AT MATCH EXISITING NOTE: ALL INTERIOIR HEADERS I I R-30 INSULATION "- ARE Ts? BE (1)U L ES � CDX " EXISTING I I NEW EXISTING VENTED SOFFIT �1�• 2x4 L� XISTING FASCIA GLUELAM BEAM UNLESS - 2x12 OTHERWISE NIOTED. LAUNDRY 2x4 J� CDX I ! GREAT ROOM ROOM CATHEDRAL 2x4 JACK RIGID INSULATION LINE OF )WALL I I EXISTING (2)2x4 TOP PLATE 2x4 s 2x4 WALL EXISTING 2x4 STUDS ! �' HIP —C R-I'S T I-NZ7 Fib aR-767C f?tFLACL'8------------- - I I z WITH (3)1.4"x 9X2" ILVL HEAD=R I I �'4" CDXr- 2x8 HIP — ( ! (MATCH EXISTING) ;Iy, q = j� I I p r. g !2. _ NEW 2x4 FIREBLOCKING 3I'4"' CDX GUSSET PLANES IN J�" GUSSET PLATES ANDERSEN* 3 SM. ANDER!SEN * 3 SM. * 3 2x8 FLUSH GIRDER ° -" " " ANDERSEN v. 2x8 FLOOR JOISTS 16' C. 2x6 ACQ SILL _.; EACH RAFTER BAY BO)TH SIDES 3046 3046 3046 2x:S FULL HIP FILLER - 2x6 RAFTERS - 16"0C. v -- 12" ANCHOR BOLTS"�► P u •;�4Lii `� DAMP PROOFING FRONT WINDOW DETAIL PROVIDE NEW 8' CONCRETE WALL ON • 2x6 F:AFTER SISTERED BENEATH EXISTING 16"x8" CONCRETE FOOTING MIN. 3'-0" LMSHrP MO USE Of MArnNos: I BELOW FINAL GRADE. These droving• and w InckAs I • the Ideas, deelgn and arrongwnents represented therein, on the property of FL-LI• •' Lost EihDeaall l" o. LLC. t e port a others or used In connection aft ony work or project other then for "hick they CROSS SECTION A haft �n �parsd � • convent of East End Design A..nawt.., U-C. I • X2" GUSSET PLATES 2x6 RAFTERS - 16"OC. PROJECT NO: i 877-2005 * INDICATES THAT THIS UNIT IS PROVIDING EGRESS DRAWN BY. • � 2x6 RAFTER SISTERED BENEATH EXISTING I 2x10 RAFTER SISTERED BENEATH EXISTING FOR THE HABITABLE SPACE IT IS LOCATED IN. CHECKED B CMA r: M CO DETECTOR •• • RIPPED TO ALLOW BOTTOM OF RAFTERS TO • • 1 MATCH e MIN. PLATE SPLICE ON WALLS PERPENDICULAR SCALE: 1/4 = 1 -0 ' TO RIDGE IS 4'-0" " " _ LIN. 09-22-05 �,, DATE: 10-22-05 ' • • MIN. PLATE SPLICE ON WALLS PARALLEL 11-03-05 I 02-08-06 BATH _' oN •' TO RIDGE IS 5'-0" 01-29-06 to02-20-06 w • e I • e D. 3' 2" SOFFIT TO BE MIN. OF DBL JACK AND DBL KING STUD ON s/ r`N DETERMINED IN FIELD S/ 0 � o BEDROOM #�1 � � ALL EXT. WINDOWS AND DOORS. F_ fe �i'-4" 1'-4"� NOTE: �AR21EN (LLJ n -,9 CLOSET FLOOR TO (V.I.F.) I (V.I.F.) N VERIFY LOCATION OF STRONG—TIE ROD SYSTEM ' 3}"� �" P o"v°E,zE HEADROOM , " I I I I (ROD MAY BE LOCATED IN MIDDLE OF KING STUDS. SHEET TITLE. - TERMA-TRU•'R 2 3'-2" 6 '-11 10 -11 — FIBERCLASSIC II• " _ 2'-,1 3/4" NOTE: FIRST FLOOR 3068 DOOR N� _ P LA N ANDERSEN+2"SM. ANDERSEN- ANDERSEN+2 SM'ANGE'2SEN• I ( ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO I 3046 30" 304s 3GV6 I ( HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED CROSS AMOUNT CALCULATED FOR EACH CASE. SECTIONSS ' I I I I © COPYRIGHT 2006 EAST END DESIGN ASSOCIATES, LLC. AND I NOTE: ALL FLOOR PLANS ANID ELEVATIONS ARE PROTECTED DETAILS PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS UNDER FEDERAL COPYIRIGHT LAW. REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, PLANS MAY NOT BE REPRODUCED WITHOUT AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WRITTEN AUTHORIZATION. SHEET NO: OPTIONAL ]BASEMENT FRONT WALL SIDE WALL WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR CyE AND TWO ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION, EAST END DESIGN ASSOCIATES, LLC. < DET"AlL THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE I STAI.-ER". NOTE: PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. RAFTER AND HIM J EAST END DRAFTING & DESIGN AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY Acceptance r these drawings does snot authorize the right to build without the authorization VERIFY WITH OWNER PRIOR TO INSTALLATION_ MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. of local governing agencies,such as;Suffolk County Dept.es Health Services,Town Building S2 Departments,DEC,FIRMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. E�ICNcER, BUILDING CONSTRUCTION NOTES: Dr`F�,�org,� GENERAL: - ❑ Each dwelling unit has at Inset one thermostat capable of automatically adjusting the space temperature set point or the larveat , s.'''.I;,k: LU 1. All construction work shal I comply with the Building Code of New York State,and the American Forest and Paper Association(AF&PA) - - - zone. t ,..:,s,p d IV CM for Ome-and Two-Family Dwellings,2003 SBC High Wind Edition. Permit# pp f a a} Wood Frame Construction Manual(WI ) Y a,\w, Electric Systems: 2. All work shall comply with the New York State Encergy Code. Permit Date El Separate electric meters are required for each dwelling unit. responsibility to subrmit the size design,and of mechanical systems which will be used in Mc ` A. It shall be the contractors respo y 6m type ,., - Fireplaces: - sufficient detail as required by the Building Department. ❑ Fireplaces must be Installed with tight fitting non-corrthustlble fireplace doors. B. Insulate all supply&return ducts and piping asr required by code. J Fireplaces must be provided with a source of combubticxn air,as required by the Fireplace construction provisions of the Building C. All windows,door sills,openings,etc.shall be icaulked and weather stripped. REScheck Software Version 3.7.3 Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable, n 3. Single and multiple-station smoke alarms.Single amd multiple-station smoke alarms shall be installed in the following locations: �, ? � r tin i i ca e Service Water Heating: 1)In each sleeping room. 2)Outside of each separate sleeping area in the imimediate vicinity of the bedroom. -1 Water heaters with vertical pipe risers must have a heat trap on both the Inlet and outlet unless the water heater has an Integral 3)On each additional story of the dwelling,including basement and cellars but not including crawl spaces and uninhabitable attics. hest trap or is part of a circulating system. In dwellings and dwelling units with split levels land without an intervening door between the adjacent levels,a smoke alarm installed Project Title: BECHT RESIDENCE ❑ Insulate circulating hot water pipes to the levels in Table 1. on the upper level shall suffice for the adjacent bower level provided that the lower level is less than one full story below the upper Report Data:OD08106 level. Data filename:C:Program Files`,Check'tRESchecklBECHT.rck Insulate lr Mot g hotWate at r pipe 4. Engineer is not responsible for the supervision of cconsrruction. General Contractor must verify all dimensions and conditions before ❑ Insulate dreula*Jng hot water pipes to the levels in Table 1. Energy Code New stark State Energy Conservation construction or L•ibrication. Engineer is not responsible for any changes without written prior approval. Construction Code Swlmming Pools: Location: Suffolk County Now York All heated swimmin s must have an ontoff heater switch and Constructor Type: Detached 1 Or 2 Family CJ 9 pools require a cover unless over 2096 of the heating energy is from , 5. Do not scale drawings. Heating Type: Non-Electric non depletablcs sources.Pool pumps require a time dock. 6. The engineer shall be responsible for the content off these drawings only. Ile shall not be held responsible for any materials, Glazing Area PeDays: 575 tiaatino Degree Days: 5750 workmanship, means or methods of construction. 'The engineer shall not be held responsible for the design or installation of Heating and Cooling Piping eti bov r ,.l materials and equipment: Electrical,Plumbing,Heating,Ventilation,Air Conditioning,or any other system not specifically Construction Site: Owner/Agent Designer/Contractor: ❑ 2VAC piping conveying fluids above above i 05 degrees F or chilled fluids below 55 degrees F must be insulated to the levels In Table contained in these drawings. COLONIAL ROAD JACK BECHT BRETT KEHL SOUTHOLD,NY 11971 215 COLONIAL ROAD EAST END DESIGN ASSOCIATES 7. Electric construction is to conform to the National]Electric Code,Residential Code of New York State,Building Code of New York State, SOUTHOLD,NY 11971 LLC. Table 1:Minimum Insulation Trilckrress for Clreulating Hof Water Plpe� 765-3450 5130 MAIN BAYVIEW ROAD 'd and LIPA. SOUTHOLD,NY 11911 Insulation Thickness In Inches try Pipe Sizes _ � � O 8. Plumbing is to conform to the County and Local Hrealth Department requirements,and Residential Code of New York State,Building Code 765-1862 Heated Water Non-Circulating Runouts Circulating Maine and Runouts .,,...: ,',r•. :,•�,., •�ga�,+awatn 1 , �,,,,,y.,gr..r,�,. ..rpr.geq«ne+a*;n. ^,plh"a..,..,7.•..:��'r,4jn' ...�.,..,'aYWrte..+Vw: •.,tie,,v+,ay�;. S 'X'4'.i tl• ;yam. r y of New York State. l " ' s '- d Temperature(`F) Up to 1" Up to 1.25" 1.5'to 2.0" Over 2" u...'w�4�u��s,.'�ss�,i..:�wi�ntdu �',.an..�>rti.Ytk..ara....,c..,a�a.•..r srer�GaCti�u:hi,`.r°.srs^x:hunkerd,,,,:°..kaatxsti�u :rk,m'.,�..�..v. ?• 'c'-`• .�'i��:�;� �.,� i 170-180 0.5 1.0 1.5 2.0 (� x u...- ..z,^ire-.,•+,+•Y.r •x+r•. •- ;a+ ^rK�Y7. .a. •e*rs+�:r�+.,.,.: r•.-,y .:, . _ •.:;a•»,'i�F' -�Y/' ;,c`1�.F,�n;..,,; .,,+� ..�,••, 140-169 0.5 0.5 1.0 1.5 9. All heat producing equipment shall be installed in mccordance with Residential Code of New York State,Building Code of New York State (.'- r J". n. t.. ^A.A ..w `'+i.xp.4Mt�1•.,a R 100-139 0.5 U.5 0.5 1.0 and manufacturers specifications. " ` : r P ' • ': . `1 ('4 rI">`t��tYI 1� *.�,d "i t° tr� 6.'•1A./, �lt..,. if 4 y N'+,""•T ..u''W+p d Y i ,�•7`1W1M,}} •Y. I i{r8 > F.n\Yf'�t1'.!{.Xm kS e )� Tit t'aTl&�'3S\A• , ' rT i._...:�..•.......�»..:w...i......u.�,..r._w.,,..a.r,. ,::....w.x...w,...t•wet.:...»a...atd ... ......... :.,ail/:..d5't.G.Ls'.;..L'«de�Y...m.,cX._.iSu:&.x ,>�:w.i•.�L+;i,.' �.2 +i. .,::......,..a,,,. a 10. All electrical and mechanical equipment is to be ellevated to FEMA requirements and NYS Code as requiredl. Ceiling 1;Cathedral Ceiling(no attic): 335 30.0 0.0 11 i Wall 1:Wood frame,16"o.c.: 304 15.0 0.0 19 Table 2:Minimum Insulation TAlckrurss for F/VAC Pipes 11.Limitation of Professional Liability: Window 1:Wood Frame:Double Pane with Low-E: 60 0.350 21 i By acceptance and use of these plans the owner/bruilder/agent agrees to limit the liability of East End Drafting and Design,and their Floor 1:All-Wood JoistlTru5s:Over Uncnrxi tirxted Space: 290 25.0 0.0 11 Fluid Temp. Insulation Thickness In Inches by Pips Sizes draftsmen due to neglect,acts of error,such that thie total aggregate liability of East End Drafting&Design,and there draftsmen shall Piping Sy stem�pes _-- �� RangeCF) 2'Runouts 1'and Less 1.25"to 2.0' 2.5'to4" not exceed Wlo of the total fee for services renderced on this project excluding Fast End Drafting&Design's expenses such as blueprint The proposed Hestia Systems I I� p posed building represented In this document is consistent with the building plans,specifications,and other calculations g ys copies,reimbursed fees,etc.. submitted with this permit application.The proposed systems have been designed to meet the New Y(yk State Energy Conservation Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 OC) Low Temperature 120-200 0.5 1.0 1.0 1.5 Piiis� �/Construction Code requirements.When a Registered Design Professional has stamped and signed this page,they are attesting that Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 12.All of our floor plans and elevations are protected under federal copyright law. No plan may be reproduced or reconstructed to the best of hisiher knowledge.belief,and professional judgment,such plans or specifications are in compliance with this Code. Cooling Systems O without written permission. ::�� /-&'!" Chilled Water,Refrigerant and 40.55 0.5 0.5 0.75 1.0 ( t5 � z1Z <7 q b Brine Below 40 1.0 1.0 1.5 1.5 site specific requirements for the construction such as flood zone requirements,etc, ` .` 13. Owner/Contractor must verity any 5 pee exI BuilderMosigner Company Name Da NOTES TO FIELD:(Building Department Use Orgy) th�am' 14. Acceptance of these drawings does not authorize tlhe right to build without the authorization of local governing agencies,such as $;a�T. r 0 Suffolk'Cotmty Dept-of l lealth Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and P 'act Not S {,,-.��� requirements with such agencies prior to construction. ALL NDOWS , �n��' ITS WITtt LOW E GLASS OR EQUAL ' 1 ALL RI TQBK RA G OF U40 tit 15. Owner/Contractor must verify all notations and coonstruction specifications and ensure that all construction meets or exceeds the Building Code 1;. 6 P, of New York Suite,and the Ameri I ligh Wind Edition.. can Forest and IPaper Association(AF&PA)Wood Frame Construction Manual(WFCM)for One&Two d,., R•� W Family Dwellings,2003 SBC "w '.� 16. Acceptance of these drawings does not authorize tlhe right to build without the authorization of local governing agencies,such as Suffolk County Department of llealth Services,Town Building Departments,DEC,FEMA,etc. Verify all Conditions,codes,and requirements with such t `)'C',d.� agencies prior to construction. 17. Any discrepancy on this plan is to be brought to tine attention of the Engineer immediately for Re-Design. BECHT RESIDENCE Page 1 of 4 I GENERAL NOTES: 01, � TH4S A D D I T I 0 N HE`S D E S I G N E� AS REScheck Software Version 3.7.3 Cr1RP?.NTRY: A PA E S T A S w ' aI 1 u • t ,i y 4 Provide double joists under all partition walls unit s Iotherwise notui. s ec i " ~ Provide typical energy corners i-interior/partitions. E D NEW Y 0 provide support for hearth as required. a T Fireplace p ppo eq Sill plates are to be 2"x 6"treated 40 year CCA withr sill sealer. Date:02/08/06 Provide sill sealer-below trrmite shield. B U i C 0 D A Z I N G Ceilings: t_ k^� i1+`,: �04 �I 2"x 6"- 16"oc exterior walls. ` Ceiling 1:Cathedral Ceiling no attic R-30.0 car Insulation 2 x 4 -16 oc interior walls-unless noted otherwisse. U 9( )� Ty QUIRED I M P A S I S TA N T All wall studs are to be#2 or better Douglas Fir-Larch. Comments: better Dow las Fir-Larch or otherwise noted. P L I I 11 A I,r R All other framinL,, .,.embers are to be#2 or g ' r r r ram''�i441, I ti ALL PLUM ti< ' � � _ c BIND 4''�� .ATE ' ��' Provide solid blockirg beneath all bearing points. Above-Grade Walls: TO W I N,. R N is .. Provide stnictwiil metal connectors as required in all conditions as per state and local eeriest ❑ Walf 1:Wood Frame,16'o.c.,R-15.o c avity insulation &WATER LINES N F F D rr WI I TESTING BEFORE '( I �- = U RECOVERING Openings to have(2)2 x 10 headers-unless otherwise noted. Comments: _-__ y, j I P P'LUMCER CF_'-,TIFICATION ," ,�° 7 , �" �tl M bolt all steel columns to girders in cellars,crawl spaces and basements. ON LEAD COPv'l t=l'J7� f�LFORE Lag g 518 cdx subfloor, Windows: CERTIFICATE OF OCCUPANCY � �s� ,�,� k, 1/2"cdx roof sheathing.(5 ply) DMiRSHIP AND use of DRAWM& 1/2"cdx exterior wall sheathing ❑ +rvtndow 1:Wood Frame:Double Pane with Uorv-E,U-factor.0.350 Provide tine Mocking in all walls and ft{�.>r;as requirrtxi by state and local codes. For windows without labeled U.-factors,describe features: SOLDER USED I N WATER #Panes Frame Type Thermal Break? Yes No SUPPLY SYSTEM CANNOT �" °ra'�n and and � pro Y tits Ideas, design arrangerne,tte CONCRETE: Comments: THIS PERMIT IS FOR THE CONVERSION CERTIFICATION OF wanted therein,ie. chi EXCEED 2/10 OF 1% LEAD. of East E"d L Part ConttCRE is to vet iry soil load bearing capacity prior to construction. work r shoo be copied, dl.for which \I others or used in connection atth any Strength of walls=3,000 PSI at 28 day ASTM C-94,ready mix concrete as per Residential Code of New York Slate. O F A SINGLE CAR GARAGE I � V T O A �� « pmject a ~y been prepared wkhoA wdttm NAILING & COINNILCTiONS conshove nt o FIOOfb: consent of East End Design Aeeodoter, All footings,foundations,e{.shall rest on rmdisturb?ed soil. ❑ Floor 1:NI-Wood Joist/Truss:Over Unconditioned Space,R-25.0 cavity insulation REQUIRED, LLC. i Footings shall be 48"below finished grade-minimtnm, G R EAT ROOM WITH WOOD BURNING All footings,foundations shall be formed. Comments: I N : Provide reinforcing buttress,on any wall over 20'lomg,2'-0"below final grade. ` ^ " - on 16"x 8"concrete foottin Air Leakage: RE�T'AIN STORM WATF_R RUNOFF 877-2005 (2-0 x s with 3 #5 rebar g) STOVE THE CONVERSION OF A BEDROOM f URISUANT TO SEC T IAN 45-10C ��""'^' B1 Foundation Waterproofing and Dump proofing-as peer section R406 of the State Building Code. ❑ Joints,penetra0ons,and all other such openings In the building envelope that are sources of air leakage must be sealed. ) CM A C:I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5'clearance from OF THE TOWN CODE. combustible materials.N non-IC rated,the fixture must be installed with a 3"clearance from insulation. INTO A BATHROOM AND STAIRWELL TO ALL CO+ �. ctiEctcEn er: ELECTRICAL: 'VSTRUCTION SHALL Keep boxes 5"minimum from edge of box to rough opening. Electric construction is to conform to the National Ellectric Code,New York State Building Code,and LIPA. Vapor Retarder. BASEMENT AND THE REPLACEMENT OF '' _c� �REOU REMENTS OF THE sea E Provide smoke detectors as per state and local codesj. ❑ Required on the warm4ri-winter side of all non-vented framed ceilings,watts,and floors. CODES OF NEW YORK STATE. APPR QED AS fw�T D /a"= �'-o" PLUMBING: Materials Identification: ALL WINDOWS NOTED . DATA: ' a'P'# 7 °A' 10-22-05 Supply pipes in walls(fur toilets)at 3"from plywood. Lj Materials and equipment must be Installed in accordance with the manufacturer's Installation Instructions. U dDERWRITERS CERTIFICATE FEE:, sti=- 1 1-03-05 Plumbing is to conform to the county and local healtih department requirements and New York State Code. ❑ Materials and equipment must be identified so that compliance can be determined. DE All wall stacks are to penetrate through roof at rear of house when ever possible,spray to match roof shingle color. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. REQUIRED 765-180 BUILDING DEPARTMENT AT 02-08-06 El Insulabon R-values and glazing U-factors must be clearly markad on the building plans or specifications. FOL! 802 8 IN TO 4 PM FOR THE FC)i.l O'J�'!NG INSPECTIONS: 1.Duct Insulation: J!dDATION - TWO REQUIRED F�r� 1'UUPED CONCRETE[ISupply ducts In unconditioned attics or outside the building must be insulated to R-8, OCCUPANCY ❑ Return duds in unconditioned attics or outside the building must be insulated to R-4. O R `' F'"O(! 'H - nAMiPJG F, PLUMBING i U Supply ducts in unconditioned spaces must be Insulated to R-8. USE IS UNLAWFUL 3, I�'« l.I ATI ',j e ' I S FOR THE CONVERSION I ❑ Return ducts in unnconditioned spaces(except basements)must be insulated to R- 41� PERMITCERTIFICATE WFUL 4. FL .1,11L - CO3,j-T?i I(,T!0N MUST THIS F E R M I ❑ Return ducts in unconditioned spaces(except basements)must be insulated to R-2. WITHOUT -/ E� COP"P>»ET._ Yr.=� C.O. sHEEr mtE: Insulation is not required on ratum ducts in basements. CER. CATS I I r � '.' TIFI A��_ (:..Ci'd:�TriiJC;T!::P. ,�r-iALL MEET THE R"')WI Dv1ENTS OW-i!!E CODES OF NEW GENERAL t OF A SINGLE CAR GARAGE INTO A OF OCCUPANCY Duct Construction: ''r'C%�.I�, STATE. ra"0T ftESPONSlGLE FOR NOTES GREAT ROOM WITH WOOD BURNING ❑ All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), DES,uN OR CONSTRUCTION ERRORS mastic-plus-embedded-fabric,or tapes.Tapes and mastics must be rated UL 181A or UL 181 B. , Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(600 STOVE , THE CONVERSION OF A BEDROOM I Pal, ENERGY ❑ The HVAC system must provide a means for balancing air end water systems. © COPYRIGHT 2003 EAST ENID DESIGN ASSOCIATES, LLC. CALCULATION I N TO A BATHROOM AND STAIRWELL TO Temperature Controls: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. BASEMENT' AND THE REPLACEMENT 0 F BECHT RESIDENCE Page z era PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. SWIFT NO: ALL WINDOWS NOTED . I v ��� T�i u-dl cz/ C� ��O f y- G�Q1 - ALL PLANS AND DESIGNS ARE 'THE SOLE PROPERTY OF �` ,�{ EAST END DESIGN ASSOCIATES LLC. f l/ </ THE RIGHT TO BUILD ONLY ONIE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. -- --------- --------- ENGINEER'S BUILDING CONSTRUCTION NOTES: GENERAL: _� 9 r, ❑ Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest ►= 1. All construction work stroll comply with the Builcding Code of Newyork State,and the American Forest and Paper Association(AF&PA) 1, Wood structural panels with a minimum thickness Of 7/16 inch (1 1.1 min) and maximuro panel Wood Frame Construction Manual(WFCM)for(One-and Two-Family Dwellings,2003 SBC High Wind Edition. zone Pernittl-! span o 8 eet (2438 mm) shall be permitted for opening protection in one- and two-story Electric Systems:2. All work shall comply with the New York State Energy Code. buildings. Panels shall be precut to cover the glazed openings with attachment hardware r: "f•�r. Permit Date El Separate electric meters are required for each dwelling unit. A. It shall be the contrtctor's responsibility to suibmit the size,design,and type of mechanical systems which will be used in - -- p provided. Attachments shall be designed to resist the components and cladding leads determined in accordance with the provisions of Section 1609.6.5. Attachment in accordance sufficient detail l &return by the Building as require Fireplaces: with Table 1609.l.4 is permitted fax buildings with a mean roof height of 33 feet (I 0 U51; mint) B. Insulate all supply aei return ducts and piping as required by code. C. All windows,door:tills,openings,etc.shall Nye caulked and weather stripped. LiFireplaces must be installed with tight fitting non-combustible fireplace doors. [] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Betiding or less where wind speeds do not exceed 130 mph. 3. Single and multipic-station smoke alarms.Single:and multiple-station smoke alarms shall be installed in the following locations: j REScheek Software Version 3.7"3 Code of New York State,the Residential Code of New York State or the New York Gty Building Code,asapplicable. 2. Buildings in Category IV as defined in Table 1604.5, ilICILi ling production greenhouses as 1)In each sleeping room. @@ Certificate +�' 2)Outside of each separate sleeping area in the irmmediate vicinity of the bedroom. o p l®a n ce R tL i i cote Service Water Heating: defined in Section 1608.3.3. 3)On each additional story of the dwelling,inclurding basement and cellars but not including crawl spaces and uninhabitable attics. d G In dwellings and dwelling units with split levells and without an intervening door between the adjacent levels,a smoke alarm installed E) Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an Integral ' on the upper level shall suffice for the ad•acentt lower level provided that the lower level is less than one full story below the upper heat trap a is part of a circulating system. �1'At3Lf 1 GOt).1.� W(NDI30RN l; DEBRIS PROTECTION ppe J P rY ppe Project Title: BECHT RESIDENCE ❑ Insulate circulating hot water pipes to the luvuls in Table 1. FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS a,b,C level. Report Date:0210M(3 4. Engineer is not responsible for the supervision ofrconstruction. General Contractor must verify all dimensions and conditions before Data filename:C:1Program RIesUieck\RESchecklBECHT.rck Circulating Hot Water Systems: construction or fabrication. Engineer is not respornsible for any changes without wriuen prior approval. ❑ Insulate dreulating hat water pipes to the levels in Table 1. - - - Energy Code: New York State Energy Conservation _ FASTENER SPACING (inches) Construction Code Swimming Pools: i FASTENER Panel 2 feet< 4 feet< 6 feet< 5. Do not scale drawings. Location' Suffolk County New York . TYPE span _ Panel Panel Panel Construction Type: Detached 1 or 2 Family I:.I All healed swimming pools must have an on/off heater switch and require a Dover unless over 20%of the heating energy is from 6- The engineer shall be responsible for the content of these drawings only. Ile shall not be held responsible for an materials, Heating Type: Non-Electric non-depletable sources.Pool pumps require a time dock. <2 feet Span span span --- workmanship, means or methods of construction. The engineershall nett be held responsible for the design or installation of Glazing 09gArAi s Days: 575 „ <-- ---- pIo b Heating Oegree Days: 5750 Heating end Cooling Piping Insulation: -- --; --4 - - feet <6 feet <8 feet materials and equipment: Electrical,Plumbing,IHeating,Ventilation,Air Conditioning,or any other system not specifically 121/7#6 Vb ncld 16 16 l 2 9 contained in these drawings- Construction Site: Owner/Agent: Designer/Contractor: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table Screws -- -- -------- COLONIAL ROAD JACK BECHT BKETT KEHL 2 r a .� 7. Electric construction is to conform to the Nationaal Electric Code,Residential Code of New York State,Building Code of New York State, SOUTHOLD•NY 11971 215 COLONIAL ROAD EAST END DESIGN ASSOCIATES _2112 it8 W Oiti, 16 I6 l fi 12- SOUTHOLD,NY 11971 LLC. Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Screws and LIPA. 765-3450 5130 MAiN BAYVIEW ROAD A SOUTHOLD,NY 11911 Insulation Thickness in Inches b Pipe Sizes 0 8. Plumbing is to conform to the County and Local]Health Department requirements,and Residential Code of New York State,Building Code 765-1862 - .- s_ ~-- -�� - of New York State. Non-Circulating Far 51. I inch = 25.4 mm l foot = 304.8 mm, I pound -- 0.454 kb, sting Runouts Circulating Mauna and Runotrte Ys.yr `31„ ' "er>. A �r r.�5,:... Heated Water i mil per r .w r•,�.� e r hour 0.44 m/s. .'•iffia: ;: ."".-.- " 'je,°`+a'„dy,oy„i,' yyr'`',. ,,, j +�� Temperature(`r) up 10 1" Up to 1.25" 1.5"to 2.0' Over 2• a. This table is based on a maximum wind speed (3-second rust) oi'130 9. All heat producing equiipment shall be installed inn accordance with Residential Code of New York State,Building Code of New York State b O ;�r 170 180 0.5 1,0 1.5 2.0 <f h,; +a- „ie 1 l .,r• 140-169 0.5 0.5 1.0 1.5 b O 33 f and manufacturers specifications. W mp.l and mean roof hei 'ht f let or less. 100-139 0. O.S 0.5 5 1.0 't tr- ) ri= b. Fasten-,� ens shall 'n b� installed Ile.�. a d at in�, t• '�� o s n f.� ends o h wstructural t e cxxl->, ,.r •(1 1� plea S 10. All electrical and mechanical equipment is to be elevated to FEMA requirements and NYS Code as required. _ t.,• M1% j „ t)ic{ .���...�..� _ �.. ,r.,�.,.. :��; w-�. 3 Jam ; :':l u �.�� panel. Ceiling 1:Cathedral Ceiling(no attic). 335 30.0 0.0 11 c. Where screws arc attached to mason or mason /stucco they shall Wall t:Wood Frame,16"o.c.: 304 15.0 0.0 19 Table 2:Minimum Insulation TA1clmess for NVAC Pipes ry � y 11.LimitationofProfessional Liability: be attached utilizing vibration-resistant anchors having a minimum By acceptance and use of these plans the owner/(builder/agent agrees to limit the liability of Furst End Drafting and Design,and their Window 1:Wood Frame:Double Pane with Low-E: 60 0 350 21 draftsmen due to neglect,acts of error,such that lthe total aggregate liabilit of East End Drafting&Design,and there draftsmen shall Floor 1:All-Wood JuistiTruss:Ovar Unconditioned Space: 290 25.0 0.0 11 Insulation Thlekrtsas In Inches by Pipe Sizes - -^ withdrawal capacity of 49U pounds. bY g b'Th, p Fluid Temp. P tY not exceed 50%of the total fee for services rendeered on this project excluding East End Drafting&Design's expenses such as blueprint _ -Piping System Types Ranges'F) - 2"Runouts 1•and Less 1.25"to 2.0" 2.5'to 4" copies,reimbursed fees.,etc.. The proposed building represented In this document Is consistent with the building plans,specifications,and other calculations Heating Systemic O submitted with this permit application.The proposed systems have been designed to meet the New York State Energy Conservation Low Pressurefrenperature 201-250 1.0 1.5 1.5 2.0 12.All of our floor plans and elevations are protected!under federal copyright law. No plan may he reproduced or reconstructed ConstrucUah Code requirements-When a Registered Design Professional has slam Low Temperature 120-200 0.5 1.0 1.0 1.5 This APA hurricane shutter design Is based on pressures 1-4 q gl g stamped and signed this page,they are attesting that Stearn Condensate(for feed water) Any 1.0 1.0 1.5 2.0 associated with a design wind speed of 120 mphi. Building O without written permission. to the best of hirJher knowledge.belief,and profussiona codes are currently being reviewed for possible changes. l judgment,such plans or specifications are In compliance earth his Code. Cooling Systems F_.' 13. Owner!Contractor must verity any site specific requirements for the construction such as flood zone requirements,etc. q yyz � 1 � 7�� 1u Chilled Water,Refrigerant and 40-55 05 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 Before constructing shutters, therefore, It IS ImpO rtant t0 U BuilderfDesigner Company Name D e check with your local building department for an update on 14. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as current Code requirements. Suffolk County Dept.of ileallh Services,Town(Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and NOTES TO FIELD:(Building Department Use Only) requirements with such agencies prior to construction. Project Notes' ALL WINDOWS TO BE ANDERSEN HP UNiTS WITI I LOW E GLASS OR EQUAL ----- ------- 1 15. Owner/Contractor must verify all notations andl construction specifications and ensure that all construction meets or exceeds the Building Code ALL EXTERIOR DOORSA TO BE MIN.RATING OF U40 - TABLE 1 Maximum Span without Stiffeners of New York State,and the American Forest anal Paper Association(AF&PA)Wood Frame Construction Manual(WFCM)for One&Two Approximate .) Family Dwellings,2003 SBC High Wind Edition. APA Panel Approximate Maximum Deflecttion (in.) at 16. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County _-_ ____ ._._____-___ .-__ Span Weight Shutter 120(Ib.fft.2) Span Wind Speed Design Department of Health Services,Town Building]Departments,DEC,FEMA,etc. Verify all Conditions,codes,and requirements with such Rating Wind _ at 15-•ft. Height agencies prior to construction. 32116 1.5 30 0.5 17. Any discrepancy on this plan is to be brought to the attention of the Engineer immediately for Re-Design. - 40/20 2 36 05 4W4 2.4 48 09 BECHT RESIDENCE Page 1 of 4 Figure 12-97 48 oe 3.6 72 1.5 _ _.1�� __-__-_._, -F'�rrndnern Plywood"shutter" I ' A,cror i GENERAL NOTES: I,;td,lta In -- ;, attachment on either wood- TABLE 2 Estimated Deflection at 120 mph Design Wind,. Continuous Mosonry r., _ 4'4' frame 0r masonry walls. i 2'x4 trim roc ! Speed +.;,,'.,° '�J�REScheck Software Version 3.7.3 ►- �_s 'rein ri �x:.�nsl°� ''I I CARPENTRY: , W Provide double joists under all partition walls unless otherwise noted. ` ) F` g � Bc t � 24'o.c at 15-ft. Height for Shutters with 2 x 4s at 16 inches o.c. +, r W� j, , �'s 1 'offInspection �.r�► Q 6 r I r:,Irl n Provide typical energy comers+interior/partitionas. I 1 Fireplace-provide su urt for hearth as required. I ) !- ,/ APA Panel Approx. Shutter Span din.} : I x rL,rJScrew t J ii ' U Firep p pp . _ _ !I Sill plates are to be 2"x 6"treated 40 year CCA width sill sealer. "' !' -r Span Weight I, rb"" .t' I e•o c -r�,�_ �'� 24 3ti 4$ 60 71 t34 96 ��., � Provide sill sealer-below termite shield. Date:02108106 I r' 1 , tA,n:nlwr d Rating (1bJft.2) v' 2"x 6'-16"oc exterior walls. ' r! lilt,m,m Ceilings: L {=1 � 32/16 2.5 0.2 0.2 0.3 0.4 0.5 0.8 2"x 4"-16"oc interior walls-unless noted otherwrise. r 1,�` r - j P)„•vnrin 15'32' 40/20 2 9 0 1 01 0.2 0.2 0 4 0 7 1.1 '; "'""" E All wall studs are to be t/2 or better Douglas Fir-Lauch. U Ceiling 1:Cathedral Calling(no attic),R-30.0 cavity Insulation fv!u,imurr • • ' Plywood in members are to be#2 or better Diou*la-s Fir-Larch or otherwise noted. Comments. o'�'� Window I 48/24 2.9 0.1 0.2 I 0 3 0.6 1.0• _ All other framing E Mlriun 1, , A n _ Provide solid blocking beneath all he points. laiass I `� n 8 e The Engineered Wood I A ;ti Z 1 i 48 oc 4.6 0.1 0.1 0.3 0.5 0.9 i W ' Provide structural metal connectors as required in add conditions as per state and local codes. Above-Grade Walls: ASSOCIatIOn (formerly the Openings to have(2)2 x 1'0 headers-unless otherwise noted. E] Wall 1:Wood Frame,16"o.c.,R-15.0 cavity insulation I m r Lag bolt all steel columns to girders in cellars,crawl spaces and basements. Comments: Ar11erlCan PI WOOd ASSOCIat10t1 a o W :. W g� ___ Y ) � IIGrILO'1IdI ��. r •i�"ntd I �- has prepared five brochures that Window l 5/8"cdx subfloor. I Venical I I x4 1,•„; .':-;:, 1/2"cdxmofsheathin I present hurricane shutter 2'x4• Glass S,II!erIe ' ;�""" � .�•; g•( ply) Windows: - 1/2"cdx exterior wall sheathing Provide fire blocking in all wails and floors as requested by state and local codes. ❑ Window 1:Wood Frame:Double Pane with Low-E.U-factor-0.350 designs for wood-frame and INirdu,v- Stiffeners Window �IflP AN Sill �, { i $III Ca�'k - re These drowings and speeifioMbrts indudirg7 VERIFY SPANS OF STRUCTURAL PANELS GREATER THAN 30 WITH APA RATINGS. For windows wittroutlabeled U-factors,describe featur�es: rnaSOnry buildings. The r � __l.- / I the saes., design and arrong«nerlts 1 ' . i ALL PANELS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH AIPA AND FEMA. repre9emed th"°in• are the prop" of CONCRETE #Panes Frame Type Thermal Break? Yes No arochures are available on-line �" Ii East End Design AaK"atee tic. No port Contractor is to verifysuilloadbearingcapacitypriiortoconstruction. Comments: at the Engineered Wood ,�%� 4,nln�'„ PANELS SHALL MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE 00 PSI at 28 day ASTM C-9i4 read mix concrete as per Residential Code of New York State. - thereof mall De capbd, dJ�eloeee to others or used M connection rlth any _ work or Protect other"ion for which thq ''r s- I OF NEW YGRK STATE AND THE AMERICAN FOREST & PAPER ASSOCIATION AF & PA ,,a a beer, prepared without ,Mtn.,, Strength ofwalts 3,0 y Y Association website at http:/! I, I ' ( consent of East EM Demign Msoclates, All footings,foundations,etc.shall rest on undisturrbed soil. Floors: www.apawood.org/ ' WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY LLC. Footings shall be 48"below finished grade-minirmum. ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-25.0 cavity insulation DWELLINGS, 2001 SBC HIGH WIND EDITION. All footings,foundations shall be formed. Comments: :cl n-ow, PROJECT NO: Provide reinforcing buttress'on any wall over 20'long,2'-0"below final grade. T' 8 77-200 5 (2'-0"x 8"with 3-#5 reba r on 16"x 8"concrete footing) Air Leakage: DRAWN BY: Foundation Waterproofing and Damp proofing-as per section R406 of die State Building Code. Y ❑ Wood Stud Wall Masonry Wall MA Joints,penetrations.and all other such openings In the building envelope that are sources of air leakage must be sealed. ELECTRICAL: C=1 Recessed lights must be 1)Type IC rated,or 2)Installed inside an appropriate air-tight assembly with a 0-5"clearance from CHECKED BY: Keep boxes 5"minimum from edge of box to rouglh opening. combustible materials.If non-IC rated,the fixture must be installed with a 3'clearance from insulation. FEDERAL EMERGENCY MANAGEMENT AGENCY._._._ Electric construction is to conform to the National Electric Code,New York State Building Code,and LIPA. Provide smoke detectors as per state and local codes. Vapor Retarder. SCAM f ❑ Required on the warm-In-winter side of all non-vented framed cellings,walls,and floors. DATT; 09-22-05 PLUMBING: 10-22-05 Supply pipes in walls(for toilets)at 3"from plyworod. Materials Identification: Plumbing is to conform to the county and local heailth department requirements and New York State Code. LJ Materials and equipment must be installed In accordance with the manufacturer's Installation Instructions 02-08-06 All wall stacks are to penetrate through roof at rearr of house when ever possible,spray to match roof shingle color. ❑ Materials and equipment must be iduntified so that compliance c Hn be determined. nu 1 -0 -05 ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. ❑ Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building must be insulated to R-8, ❑ Return duds in unconditioned attics or outside the building must be insulated to R-4. LJ Supply ducts in unconditioned spaces must be Insulated to R-8. THIS PERMIT 15 F 0 R THE CONVERSION ❑ Return ducts in unconditioned spaces(except basements)must be insulated to R- SHEET MLE: ❑ Return ducts In unconditioned spaces(except basements)must be insulated to R-2. OF A SINGLE (CAR GARAGE INTO A .huiulalion is not required on return ducts In basements. i GENERAL GREAT ROOM WITH WOOD BURNING Duct Construction: NOTES ❑ All'pints,seams,and connections must be securely Nstanud with welds,gaskets,mastics(adhesives), STOVE , THE CONVERSION OF A BEDROOM mastic-plus-embedded-fabric,or tapes.Tapes and mastics must be rated UL 181 A or UL 181 B. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 ENERGY P`')• © COPYRIGHT 2006 EAST END DESIGN ASSOCIATES, LLC. INTO A BATHROOM AND STAIRWELL T O ❑ The HVAC system must provide a means for balancing air end water systems. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED CALCULATION ' BASEMENT AND THE REPLACEMENT OF Temperature Controls: UNDER FEDERAL COPYRIGHT LAM N0: PLANS MAY NOT BE REPRODUCED WITHOUT SHEET BECHT RESIDENCE - - Page 2 of 4 ALL WINDOWS NOTED . WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY OINE STRUCTURE FROM 1-IdESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not authorizle the right ht to build without the authorization G 1 eP g of local governing agencies,such as Suffolk County Dept.of Health Services,'fown Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. C3 Tread depth at any walking line, measured a consistent distance from a side of the stairway, 0 SECTION R310 SECTION R312 LANDINGS I I SECTION R3Q3 shall be unilbrm as specified in Section EMERGENCY ESCAPE AND RESCUE OPENINGS a: LIGHT, VENTILATION AND HEATING LU UJ R312.1 General. Landings for stairways shall comply with this section. R303.1 llabitableroorns. All habitable roorms shall be provided with aggregate glazing area of not less than 8 percent R3 10.1 Emergency escape and rescue openings required. Basements with habitable space and every ofthe floor area of such rooms.Natural ventilation shall be through windows, doors,louvers or other approved R314.7 Illumination. All stairs shall be provided with illumination in accordance with Section openings to the outdoor air. Such openings s1hall be provided with ready access or shall otherwise be readily sleeping room shall have at least one openable emergency escape and rescue opening. 1R312.1.1 Landings for stairways. There shall be a floor or landing at the top and bottom of each R303.4. -upants.The rninimurn openable area to the outdoors shall be 4 percent of the floor area Where emergency escape and rescue openings are provided they shall have a sill I height of contwilable by the building occ stairway. being ventilated. not more than 44 inches (1118 mm)above the floor. Where a door opening having a R314.8 Under stair protection. Enclosed accessible space under stairs shall have walls, under stair Exceptions: threshold below the adjacent ground elevation serves as an emergency escape and rescue Exception: At the top of an interior flight of stairs, provided a door does not swing over surface and any soffits protected on the enclosed side with 1/2-inch (12.7 rom)gypsum tx)ard. 1.The glazed areas need riot be t)pLnabi,e where the opening is not required by Section R31 0 and an approved opening and is provided with a bulkhead enclosure, the bulkhead enclosure shall comply the stairs. mechanical ventilation system is provided capable of producing 0.35 air change per hour in the room or a with Section 310.3. The net clear opening dimensions required by this section shall be IR31212 Landings at doors. There shall be a floor or landing on each side of each exterior door. R314.9 Bulkhead enclosure stairways. Stairways serving bulkhead enclosures not part ofthe whole-house mechanic.jd ventilation system is installed capable of supplying outdoor ventilation air of 15 cubic feet per obtained by the normal operation of the emergency escape and rescue opening from the required building egress and providing access from the outside grade level to die basement minute(cfm)(7.08 Us)per occupant computed on the basis of two occupants for the first bedroom and one occupant inside. Emergency escape and rescue openings with a finished sill height below the adjacent Exception: Where a stairway of two or fewer risers is located on the exterior side of a for each additional bedroom. door, other than the required exit door, a landing is not required for the shall be exempt from the requirements of Sections R312, R314 and 11315 when the maximum 2.1lic glazed areas need not be provided in rooms where Exception I above is satisfied and artificial light is ground elevation shall be provided with a window well in accordance with Section R310.2. provided capable of producing an average illumination oj'6 l'botcandles,(6.46 lux)over the area of the room at a height R3 10.1.1 Minimum opening area. All emergency escape and rescue opening shall have a minimum net clear exterior side ofthe door. The floor or landing at a door shall not be more height from the basement finished floor level to grade adjacent to the stairway is covered by of 30 inches(762 mrn)above the floor level. than 1-1/2 inches(38 mm) lower than the top of the threshold. a bulkhead enclosure with hinged doors. R303.2 Adjoining rooms. For the purpose of determining light and ventilation requirements, any room shall opening of 5.7 square feet(0.530 m2). Exception: Provided that the exterior doorway is not for the exit door required by Section R31 1, the step between the landing at an exterior doorway and the be considered as a portion of an adjoining room when at least one-half of the area of the common wall is open and SECTION R315 HANDRAILS Exception: Grade floor openings shall have a minimwn net clear opening of 5 square feet top ofthe threshold shall have a rise not greater than permitted in Section unobstructed anti provides an opening of not,less than one-tenth of floor area of the interior room but not less than (0.465 m2). R314.2. The door,other than an exterior storm or screen door shall not swing over the landing. 25 square fee((2.32 m2). R315.1 Handrails. I-landrails shall be provided on at least one side of each stairway with two or more R303.3 Bathrooms. Bathrooms, water closet compartments and other similar rooms shall he provided with aggreLwte R310.1.2 Minimum opening height. The minimum net clear opening height shall be 24 inches IR3 12.2 Size. The width of each landing shall not be less than the stairway or door served. Every risers. Handrail height, measured above stair tread nosings, shall be not less than 34 inches glazing area in windows of not less thane 3 square feet(0.279 m2),one-half of which must be openable. landing shall have a minimum dimension 086 inches(914 mm) measured in the direction (864rom)and not more than 38 inches(965mm). All required handrails shall be continuous (610 mm). of trave I. the full length ol"the stairs from a point directly above the top riser of a flight to a point Exception: The glazed areas shall not be required where artificial light and a mechanical ventilation system directly above the lowest riser of the flight. Ends shall be returned or shall terminate in newel U are provided. The minimum ventilation irates shall be 50 din(23.6 Us) for inten-nittent ventilation or 20 cftn R310.1.3 Minimum opening width. The minimum net clear opening width shall be 20 inches SECTION R313 RAMPS posts or safety terminals. Handrails adjacent to a wall shall have a space of not less (9.4 Us) f6r continuous ventilation. Ventilation air from the space shall be exhausted directly to the (508 mm). than 1-112 inches (38 mm)between the wall and the handrail. ^ o outside. R310.1.4 Operational constraints. Emergency escape and rescue openings shall be operational from IR313.1 Maximum slope. Ramps shall have a maximum slope of one unit vertical in eight units R316.2 Handrail grip size. All required handrails shall be of one of the following types or provide horizontal (12.5-percent slope). Qr equivalent graspability. >-4 R303.4 Stairway illumination.All interior and exterior stairways shall beprovided with a means to illuminate the stairs, the inside of the room without the use of keys or tools. R313.2 flandrails required. Handrails shall be provided on at least one side of all ramps C) including the landings and treads. interior stairways shall be provided with an artificial light source located in the Type I. 1 landrails with a circular cross section shall have an outside diameter of at least immediate vicinity of each landing of the stairway. For interior stairs the artificial light sources shall be capable of exceeding a slope ofone unit vertical in 12 units horizontal (8.33-percent slope). I landrail P4 illuminating treads and landings to levels noit less than 10 footcandles(1081x)measured at the center of treads and 1-1/4 inches(32 mm)and not greater than 2 inches(51 mm). If the handrail is not circular landings. Exterior stairways shall be provided with an artificial ligit source located in the immediate vicinity of the top R310.2 Window wells. Window wells required for emergency escape and rescue shall have height, measured above the finish surface of the ramp slope, shall be not less than 34 it shall have a perimeter dimension of at least 4 inches(102 mm) and not greater than sss� Z landing of the stairway. Exterior stairways providing access to a basement from the outside grade level shall be horizontal dimensions that allow the door or window of the emergency escape and rescue inches(864 nim)and not more than 38 inches(965 mm). Handrails on ramps shall comply 9% provided with an artificial light source locatc�d in the immediate vicinity of the bottom landing of the stairway. opening to be fully opened. The horizontal dimensions of the window well shall provide a 6-114 inches(160 mm) with a maximum cross section dimension Of 2-1/4 inches (57 mm). N a) minimum net clear area of 9 square feet (0.84 m2) with a minimum horizontal projection and with Section R315.2. Type H. Handrails with a perimeter greater than 6-114 inches(160 mm)shall provide a Z Exception: An artificial light source is not required at the top and bottom landing, provided an artificial width of 36 inches (914 mm). R313.3 Landing required. A minimum 3-foot-by-3-foot (914 mm by 914 min) landing shall be light source is locattA directly over eachi stairway section. Exception: The ladder or steps required by Section R310.2.1 shall be permitted to encroach a provided: graspable finger recess area on both sides of the profile. The finger recess shall I begin 0 C) R303.4.1 Light activation. 'Ilie control for activation of the required interior stairway lighting shall be 1. At the top and bottom of ramps. within a distance 314 inch (19 mm)measured vertically from the tallest portion of the Issas� accessible at die top and tx)ttom of each stairway without traversing any steps. The ilkirnination of exterior maximum of 6 inches(152 mm) into the required dimensions of the window well. 2. Where doors open onto ramps. profile and achieve a depth of at least 5116 inch (8 mm)within 718 inch below the widest 0 stairways shall be Controlled from insides the dwelling unit. 3. Where ramps change direction. portion of the profile. This required depth shall continue for at least 318 inch (10 mm)to U Exception: Lip, its that are continuously �illuminated or automatically controlled. R310.2.1 Ladder and steps. Window wells Is with a vertical depth greater than 44 inches(I 1 ]8 mm) SECTION R314 STAIRWAYS a level that is not less than 1-314 inches(45 min) below the tallest portion of the profile. shall be equipped with a permanently affixed ladder or steps usable with the window in The minimum width of the handrail above the recess shall be 1-114 inches (32 irom) to a , the fully open position. Ladders or steps required by this section shall not be required R314.1 Width. Stairways shall not be less than 36 inches(914 min) in clear width at all points R303.5 Required glazed openings. Required gla7rd openings shall open directly onto a street or public alley,or a yard ry*A to comply with Sections R314 and R315. Ladders or rungs shall have an inside width of above the permitted handrail height and below the required headroom height. Handrails maximum of 2-?14 inches (70 mm). Edges shall have a minimum imum radius of 0.0 1 inch or court located on the same lot as the building. at least 12 inches (305 mill), shall project at least 3 inches (76 mm) from the wall and shall shall not project more than 4.5 inches(114 mm)on either side ofthe stairway and the (0.25 mm). R303.5.1 Roofed porches. Required glazed openings may face into a roofed porch where the porch abuts a street,yard be spaced not more than 18 inches(457 mill) on center vertically for the full height of the minimum clear width ofthe stairway at and below the handrail height, including treads or court and the longer side ofthe porch is aft least 65 percent open and unobstructed and the ceiling'height is not less window well. and landings, shall not be less than 31.5 inches(787 min)where a handrail is installed SECTION R316 GUARDS than 7 feet(2134 mni). on one side and 27 inches(698 mm) where handrails are provided on both sides. R310.3 Bulkhead enclosures. Bulkhead enclosures shall provide direct access to the basement. Exception: The width of spiral stair-ways shall be in accordance with Section R314.5. R316.1 Guards required. Porches, balconies or raised floor surfaces located more than 30 inches R303.6 Required heating. When the winter design temperature in Table R301.2(1) is below 60°F(16'e), The bulkhead enclosure with the door panels in the fully open position shall provide the 111314.2 Treads and risers. The maximum riser height shall be 8-1/4" inches(209 mm)and the (762 rom)abov,�t.�e floor or grade below shall have guards not less than 36 inches(914 min) every dwelling unit shall be provided with heating facilities capable of maintaining a minimum room minimum net clear opening required by Section R3 10.1.1. Bulkhead enclosures shall also in height. Open sides of stairs with a total rise of more than 30 inches(762 rom) above the temperature of 68°F(200e)at a point 3 Ifect(914 min)above the floor and 2 feet (610 mm)from exterior comply with Section R314.9. minimum tread depth shall be 9 inches(229 rom). The riser height shall be measured walls in all habitable rooms at the design temperature. R.310.4 Bars, grills, covers and screens. Bars, grills, covers, screens or similar devices are permitted floor or grade below shall have guards not less than 34 inches (864 min) in height measured vertically from t:-.4 nosing of the treads. 1 SECTION R304 MINIMUM ROOM ARE)AS to be placed over emergency escape and rescue openings, bulkhead enclosures, or window R316.2 Guard opening limitations. Required guards on open sides of stairways, raised vertically between leading edges of the adjacent treads. The tread depth shall be y floor areas, balconies and porches shall have intermediate rails or ornamental R304.1 Minimum area. Every dwelling; unit shall have at least one habitable room that shall have not less wells that serve such openings,provided the minimum net clear opening size complies with measured horizontally between the vertical planes of the foremost projection of than 120 square feet(11.2 m2) ol'gross floor area. Sections R3 10.1.1 to R310.1.3, and such devices shall be releasable or removable from the adjacent treads and at a right angle to the tread's leading edge. The walking surface closer,..: that do not allow passage of sphere 4 inches(102 mm)or more in diameter.R304.2 f--Xher rooms. a her habitable rooms shall have a floor area of riot less than 70 square feet(6.5 m2). inside without the use of a key,tool or force greater than that which is-required for normal of treads and landings of a stairway shall be sloped no steeper than one unit vertical Exception: The triangular openings formed by the riser, tread and bottom rail of a guard at the Z in 48 units horizontal (2-percent slope). The greatest riser height within any flight of 7 operation of the escape and rescue opening. E. open side of a stairway are permitted to be of such a size that a sphere 6 inches A Oil fill 11 have not less than 50 square feet(4.64 m2)of gross floor area. stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm). The greatest tread Exception:Every kitchen shall (152 mm) cannot pass through. I C 0 Ji R304.3 Minimum dimensions. I labitable rooms shall not be less than 7 feet(2134 mm) in any horizontal depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch dimension. SECTION R311 EXITS (9.5 mm). a go R31,4.2.1 Profile. The radius of curvature at the leading edge ofthe tread shall be no greater R31 1.1 Exit door required.Not less than one exit door conforming to this chapter shall be provided Exception: Kitchens. from each dwelling unit. The required exit door shall provide for direct access from the than 9/16 inch (14.3 mm). A nosing not less than 3/4 inch (19.1 min)but not more OWNERSHIP MD USE OF DRAVAHM' These drawings and specificad" kwAiding R304.4 Height effect on roo-n area. Porttions of a room with a sloping ceiling measuring less than 5 feet habitable portions of the dwelling to the exterior without requiring travel through a garage. than 11/4 inches(32 mm) shall be provided on stairways with solid risers. The rep the id eseneas. d ign and arrongerrwits rted =.. ors th. y of East End Design Assiociates. U.C. No part thereof sholl be copied, disclosed to (1524 min) or a furred greatest nosing projection shall not exceed the smallest nosing projection by more others " used In connection with any R311.2 Type of lock or latch. All egress doors shall be readily openable from the side from which work " project other than for which dwy ho" been prepared without written ed floor to the finished ceiling shall egress is to be made without the use of a key or special knowledge or effort. than 3/8 inch (9.5 min) between two stories, including the nosing at the level of consont of East EM Design Associates. ceiling measuring less than 7 feet 6 inches (2286 min) from the finish THIS PERMIT IS FOR THE CONVERSION LLe. not be considered as contributing to the,minimum required habitable area for that room, except as provided R311.3 Type and size. The required exit door shall be a sidehinged door not less than 3 feet floors and landings. Beveling of nosing shall not exceed 1/2 inch (12.7 mm). Risers OF A SINGLE CAR GARAGE I NTO A PROJECT NO: for in Section R305.1. Exception 3. shall be vertical or sloped from the underside of the leading edge ofthe tread above 877-2005 SECTION R305 CEILING HEIGHT (914 mm) in width and 6 feet, 8 inches(2032 rom) in height. Other exterior hinged or sliding at an angle not more than 30 degrees from the vertical. Open risers are permitted, GREAT ROOM WITH WOOD BURNING DRAWN BY: CMA R305.1 Minimum height. Habitable rooms shall have a ceiling heigbt of not less than 7 feet 6 inches doors shall not be required to comply with these minimum dimensions. provided that the opening between treads does not permit the passage of a 4-inch STOVE , THE CONVERSION OF A BEDROOM CHECKED EYY* (2286mm). and hallways, corridors, bathrooms, toilet rooms, and laundry rooms shall have a ceiling height diameter(102 mm)sphere. SCALE: R311.4 liallways. The minimum width of a hallway shall be not less than 3 feet(914 mm). Exceptions: INTO A BATHROOM AND STAIRWELL TO 1/4"= V-0" of not less than 7 f�-et (2134 mm). The required height shall be measured from the finish floor to the lowest projection from the ceiling. 1. A nosing is not required where the tread depth is a minimum of I I inches (279 mm). 09-22-05 R311.5 Exit facilities. Exterior exit balconies, stairs and similar exit facilities shall be positively 2. The opening between adjacent treads is not limited on stairs with a total rise 30 BASEMENT AND THE REPLACEMENT OF DATE. 10-22-05 anchored to the primary structure to resist both vertical and lateral forces. Such attachment inches (762 min) or less. 11-03-05 Exceptions: shall not be accomplished by use of toenails or nails subject to withdrawal. ALL WINDOWS NOTED . project not more than 6 inches 113114.3 Headroom. The minimum headroom in all parts ofthe stairway shall not be less than 1. Beams and girders spaced not less thian 4 feet (1219 mm)on center may 6 feet, 8 inches(2032 mm) measured vertically from "the sloped plane adjoining the (152 mm) below the required ceiling he:ight. tread nosing or from the floor surface of the landing or platform. 2. Spgce in basements. other than habitable space,may have a ceiling that proigq�s_to within 6 feet, 8 inches R314.4 Winders. Winders are permitted, provided that the width of the tread at a point not (2032 min) of the finished floor;and bc-aams,girders, ducts in such snace or other obstructions may project to within 6 feet,4 inches(1931 mm)of the finished more than 12 inches(305 min) fi-om the side where the treads are narrower is not less SHEET ME: floor. 3. 1 labitabIq space in basements vnay have a ceiling that projects to within 7 feet (2-134 mm) of the -: finished floor: and beams. girders. ducts or other obstructions-may proiect to within than 10 inches (254 mm)and the minimum width of any tread is not less than 6 inches 6 feet. 8 inches (20 32 rom)of the finished floor. (152 mm). The continuous handrail required by Section R315.1 shall be located on the 4. Not more than 50 percent of the required floor area of a room or space is permitted to have a sloped ceiling less than therequired height with no portion of the required floor area less than side where the tread is narrower. NOTES 5 fed(1524 mm) in height. R314.5 Spiral stairs. Spiral stairways are permitted for interior use as a component of the means COPYRIGHT 2006 EAST END DESIGN ASSOCIATES, LLC. of epyess from a habitable room. a basement or an attic. provided the minimum tread width ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED shall be 26 inches (660 mm)with each tread having a 7-112-inch (190 nun)minimum tread UNDER FEDERAL COPYRIGHT LAW,'. depth at 12 inches(305mm) from the narrow edge. All treads shall be identical, and the rise PLANS MAY NOT BE REPRODUCED WITHOUT SHEET NO: shall be no more than 9-1/2 inches(241 mm). A minimum headroom of6 feet, 6 inches WRITTEN AUTHORIZATION. (1982 min) shall be provided. A spiral stair is not permitted to be the only means of egress ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF from a stOry of a buildine. EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE R314.6 Circular stairways. Circular stairways shall have a tread depth at a point not more than PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. G2 12 inches(305 mm) from the side where the treads are narrower of not less than I I inches Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building (279 mm) and the minimum depth of any tread shall not be less than 6 inches (152 mm). Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. r -- ---- ENGINEER'S -- CHIMNEYS AND FIREPLACES FIGURE R1003.1 I TABLE 2111.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS (a) ' CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ITEM LETTER REQUIREMENTS SECTION '�` c�J•uE�/Q,f. WINTER ICE SHIELD d �°'' O GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM DESIGN UNDERLAY- FLOOD WIND EXPOSURE 4 INCH MINIMUM THICKNESS FOR HEARTH, 4-INCH MINIMUM THICKNESS SNOW DIESIGN FROST LINE HEARTH AND HEARTH EXTENSION THICKNESS q LOAD SPEED m h CAkTEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 2FT.Mina. FOR HEARTH EXTENSION 2111'g 2 f` p "' w B K BOND BEAM � � 's`A'.' .'x,l sY�• � � iw E HEARTH EXTENSION EACH SIDE OF OPENING 8 INCH FOR FIREPLACE OPENING LESS THAN 6 SQUARE FEET. 12 INCHES FOR y ,r 45 Ibs/sgft 120 (mph) B SEVERE 3-0 MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 - " MORTAR CAP -- MASONRY CAP BRICK BLOCK FIREPLACE OPENING GREATER THAN OR EQUAL TO 6 SQUARE FEET. -,r; ,\,•, �_ DESIGN CRITERIA R I�o HEARTH EXTENSION FRONT OF OPENING) 16 INCH FOR FIREPLACE OPENING LESS THAN 6 SQUARE FEET. 20 INCHES FOR 2111.10 Pe, All � �.. � MINIMUM UNIFORM DISTRIBUTED LIVE LOADS FIREPLACE OPENING GREATER THAN OR EQUAL TO 6 SQUARE FEET. PRESCRIPTIVE DESIGN - ^ a ' �� (in pounds per square foot) EFFECTIVE CLEARANCE! - lL/ ('� FIREBOX DIMENSIONS _ 20-INCH MINIMUM FIREBOX DEPTH. 12-INCH MINIMUM FIREBOX DEPTH 6 OP FLUE AREA 10 FT.MIN. - U FOR RUMFORD FIREPLACE. 2111.E FUSE LIVE LOAD DEAD LOAD 11 USES(s;) AND OCCUPANCY (CLASSIFICATION(s) HEARTH AND HEARTH EXTENSION REINFORCING D REINFORCED TO CARRY ITS OWN WEIGHT AND ALL IMPOSED LOADS. 2111.9 OK BOND BEAM FLASHING i 8 INis 0.4 6. p O ANCHORAGE WIDTH OF FIREPLACE USE OCCUPANCY EXTERIOR BALCONIES 60 10 - - OPENING THICKNESS OF WALL OF FIREBOX E 10 INCHES SOLID MASONRY OR 8 INCHES WHERE FIREBRICK LINING IS USED 2111.5 RESIDENTIAL R-3 DECKS (f) 40 10 i PLAN VIEW DISTANCE FROM TOP OF OPENING TO THROAT F 8 INCHES MINIMUM 2111.71 PASSENGER VEHICLE GARAGES (a) 50 a FLUE LINING TYPE OF CONSTRUCTION (CHAPTER 6) ( ) 10 11 MORTAR CAP 6 INCHES LINED; 8 INCHES UNLINED. NOT TALLER THAN OPENING 'WIDTH; SMOKE CHAMBER WALL THICKNESS WALLS NOT INCLINED MORE THAN 45 DEGREES FROM VERTICAL FOR 2111 81 11 TYPE GROUP ATTICS WITHOUT STORAGE (b,e) 10 10 - O BOND BEAM DIMENSION G PREFABRICATED SMOKE CHAMBER LININGS OR 30 DEGREES FROM VERTICAL FOR CORBELED MASONRY. B OK BOND BEAM V ATTICS WITH STORAGE (b,e) 20 10 OS ANCHORAGE 2FT.MIN i, O REEINIFORCING TIES FOUR NO. 4 FULL LENGTH BARS FOR CHIMNEY UP TO 40 INCHES WIDE. ADD HEIGHT AND FIRE AREA ROOMS OTHER THAN SLEEPING ROOMS - CLEARANCE MN. ® - CHIMNEY VERTICAL REINFORCING TWO R 4 BARS FOR EACH ADDITIONAL 40 INCHES OR FRACTION OF WIDTH, 2111.3.1 40 10 i 10 F7 MIN. H OR FOR EACH ADDITIONAL FLUE. 2113.3.1 DETAIL HEIGHT FIRE AREA HORIZONTAL / FULLMAS ) O REINFORCING TIES FULL MASO)NRV VERTICAL SLEEPING ROOMS 30 10 I WALL OH REINFORCING FLASHING ; 1 CHIMNEY HORIZONTAL REINFORCING J 1/4-INCH TIES AT EACH 18 INCHES AND TWO TIES AT EACH BEND IN 2111.3.2 HEIGHT. BUILDING. STAIRS ANCHOR STRAP VERTICAL STEEL. 2113.3.2 THE VERTICAL DISTANCE 40 (c) 10 FROM GRADE PLANE TO OM WALL THICKNESS % i VENEER FIREPLACE LINTEL NON-COMBUSTIBLE MATERIAL WITH 4-INCH BEARING LENGTH ON EACH SIDE 21117 THE AVERAGE HEIGHT UNLIMITED AREA CLEARAMCE DETAIL WITH I L OF OPENING. PARGE WITH 1/2IN MIN.GROUT 3 STORY GUARDRAIL AND HANDRAILS (d) 200 (c) 10 O MORTAR R M�ERIAL s BETWEEN 4 IN.CONCRETE Q OF THE HIGHEST ROOF AS PER TABLE 503 ! / MASONRY AND CLAY FLUE 4-INCH THICK SOLID MASONRY WITH 5/8-INCH FIRECLAY LINER OR EQUIVA- SURFACE = 13'- t)ys" BIN MIN- = i ANCHORAGE2�12IN. �: - LINING CHIMNEY WALLS WITH FLUE LINING ti{ / 2113.11.1 /. BOLTS EACH STRAP LENT. 1/2-INCH GROUT OR AIRSPACE BETWEEN FIRECLAY LINER AND WALL. AS PER SEC,rION 502 OF ROOF 30 10 G SMOKE �% %; FLUE LINER THE BUILDING CODE OF OCHAMBER EFFECTIVE FLUE AREA (BASED ON AREA OF P SEE SECTION 2113.16 2113.16 NEW YORK STATE. FIREPLACE OPENING AND CHIMNEY) ` \ ® a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- I/2 IN MIN THERMA\L CLEARANCE e IN.MIN.DISTANCE \ CLEARANCES LUMBER SPECIES AND GRADE POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. VERTICAL 21 1N MIIN. PURGE�81N HORIZONTAL FROM CHIMNEY 2 INCHES INTERIOR, 1 INCH EXTERIOR OR 12 INCHES FROM LINING. REINFORCING WITH 2113.19 OH O REINFORCING TIES FROM FIREPLACE R 2 INCHES BACK OR SIDES OR 12 INCHES FROM LINING. 2111.11 MORTAR COMBUSTIBLE TRIM OR MATERIALS 6 INCHES FROM OPENING. 2111.14 b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. SIN MIN ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER 1121N MIN ABOVE ROOF 3 FEET ABOVE ROOF PENETRATION, 2 FEET ABOVE PART OF STRUCTURE MEASURE HEIGHT 4 IN.MIN. 2113.9 FIREBOX WALL OF FREE STANDING 4 IN THICK MASONRY UNITS WITHIN 10 FEET. c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY UE THICKNESS LINTEL© FIREPLACE FROM n H DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING ( HEARTH TOP OF FOOTING Z ALL EXT. DECK FRAMING MATEfRIAL CCA NC PINE #2 AND BETTER OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER HEARTH2OIN. I EXTENSION OPENINGS F I VERTICAL REINFORCING ANCHORAGE STRAP STRESSES. MIN FIREBRICK I © HEIGHT H 20 IN.LAP IF SPLICED TO NUMBER REQUIRED 3 16 INCH BY 1 INCH O \ LINTEL L ( i FOOTING DOWELS EMBEDMENT INTO CHIMNEY S TWO O HEARTH SLAB i HEARTH _I __ ' FASTEN TO 12 INCHES HOOKED AROUND OUTER BAR WITH 6-INCH EXTENSION. 2111.4 d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN O THICKNESS __ -- EXTENSION G E FIREBOX WALL 1 ACCORDANCE WITH SECTION R802.10.1. - I THICKNESS NUMBER OF BOLTS 4 JOISTS f-rq 2113.4.1 FOOTING WIDTH TWO 1/2-INCH DIAMETER pews) HEARTH SLAB 6 IN.AROUND O e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS ASH DUMP OPTIONAL--' REINFORtCEMENT 18 IN GRADE IN ���///\��� • T a. d :, , FREE STANDING FIREPLACE FOOTING TABLE R402.2 CLEAN OUT `\\ THICKNESS r l \�� 12-INCH MINIMUM „ FOOTING DEPTH T WIDTH T 6 INCHES EACH SIDE OF FIREPLACE WALL. 2111.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE UT FOOTING WIDTH ' „� --FOOTIN(G WIDTH TO GRADNATUE O AREAS OF STRUCTURE BARS N CONCRETE HEARTH 20IN.MIN FOOTING :NOTE INSURE ALL FLUES ARE SIZED FOR PROPER DRAFT IN ACCORDANCE WITH STATE FIRE MINIMUM SPECIFIED ^„III AREA TO BE REMOVED NA COMPRESSION STRENGTH (a) (fc) -'{ CODE AND THE RESIDENT( ;L CODE OF NEW YORK. (SEE "P" ABOVE) (r y"g BASEMENT 1134 1 CRAWL SPACE 391 sq. ft. TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL sq. ft. BRICK FIREBOX AND CHIMNEY- BRICK FIREBOX AND BLOCK CHIMNEY- SEVERE (b) SECTIONAL SIDE VIEW ON WOOD FLOOR SECTIONAL SIDE VIEW ON CONCRETE SLAB FIRST FLOOR 1 134 scq. ft. Fur SI: 1 inch=25.a mm,1 foul=30 t.8 mm. SECOND FLOOR NA BASEMENT WALLS, FOUNDATIONS AND OTHER BONUS ROONI NA CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) BALCONY NA FIGURE R1003.1 FIREPLACE AND CHIMNEY DETAILS LOFT NA ATTIC (HOUSE)(a) NA sq. ft. BASEMENT SLABS AND INTERIOR SLAB ON ATTIC HOUSI= b 225 sql. ft. GRADE, EXCEPT GARAGE FLOOR SLABS 2,500 (c) GARAGE NA THIS PERMIT IS FOR THE CONVERSION RESIDENTIAL CODE OF NEW YORK STATE 261 ATTIC GARAGE a NA BASEMENT WALLS, FOUNDATICN WALLS, EXTERIOR WALLS AND ATTIC GARAGE b NA OTHER VERTICAL CONCRETE %PORK EXPOSED TO THE WEATHER 3.000 (d) OF A SINGLE CAR GARAGE INTO A SCREENED PORCHES NA _ 4 q` SUNROOM NA GREAT ROOM WITH WOOD BURNINGVi DECKS NA PORCHES, CARPORTS AND STrPS EXPOSED TO - WW THE WEATHER, AND GARAGE FLOOR SLABS STOVE , THE CONVERSION OF A BEDROOM R IRCHES NA COVERED PO COVERED ENTRANCE NA FIRE BLOCKING IS TO BE INSTALLED TO !,,'II=ET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE POOL HOUSE CABANA NA ( ) INTO A BATHROOM AND STAIRWELL TO ACCESSORY 'STRUCTURE NA FOR SI: 1 POUND PER SQU�„ +` INCH + 6.895 kpa OF NEW YORK STATE, AND THE AMERIICAN FOREST & PAPER ASSOCIATION AF & PA WOOD FRAME �¢ (a) AT 28 DAYS PSI CONSTRUCTION MANUAL (WFCM) FOR ZONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. Zg (a) WITHOUT STORAGE (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL BASEMENT AND THE REPLACEMENT OF a,errL H (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING (b) WITH STORAGE CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. R602.8 Fireblocking required. Fireblocking shall be provided to cut off all concealed draft openings ALL WINDOW.. " NOTED . T E D w � l (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. (both vertical and horizontal) a(id to form an effective fire barrier between stories, and o between a top story and the roof space. Fireblocking shall be provided in wood-frame °� construction in the following locations. =' (NNERSHIP AND USE OF DRAIMNGSt NOTE: These drawings and spec ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE Mrduding 1. 1n concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and the `seOte design °Pens""'"" represented ttreretn, are the property or East End Design Associates, LLC. No port REQUIRED AMOUNT CALCIULATED FOR EACH CA floor levels. Concealed horizontal furred spaces shall also be fireblocked at intervals not otth rrssfoshall coped.r used in nectiond��dirith" work or project other then for which they exceeding 10 feet (3048 mm). Batts or blankets of mineral or glass fiber shall be allowed as senbeen prepared w�,Wites. NOTE: fireblocking walls constructed using parallel rows of studs or staggered studs. PROVIDE SCLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, AND THE AI,�ERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO 2. At all interconnections between cullcealed vertical and horizontal spaces such as occur at PROJECT N0: I soffits, drop ceilings and cove ceilings. 877-2005 3_ FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. DRAWN BY:In concealed spaces between stair stringers at the top and bottom of the run. Enclosed CMA NOTE: spaces under stairs shall comply with Section R314.8. CHECKED BY: EAST END DRAFTING & DESIGN AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF 4. At openings around vents, pipes and ducts at ceiling and floor level, to resist the free ANY MATERIAL OR WORKIMANSHIP PROVIDED TO THIS JOB SITE. passage of flame and products of combustion. SCALE. /1 4"= V-0" 5. For the fireblocking of chimneys and fireplaces, see Section R1001.16. DATE: 09-22-05 6. Fireblocking ofcomices of a two-family dwelling is required at the line of dwelling unit 10-22-05 1 1-03-05 SHEATHING NOTES: separation. ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION AF & PA WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. R602.8.1 Materials. Except as provilded in Suction R602.8, item 4, fireblocking shall consist of ( ) 2-inch (51 mm) nominal lumber, or two thicknesses of 1-inch (25.4 mm) nominal lumber with broken lap joints, or one tb ickness of 23/32-inch (19.8 mm) wood structural panels (1) SHEATHING TO BE NP�,ILED TO CCA SILL with joints backed by 23132-inch (19.8 mm) wood structural panels or one thickness of - (2) SHEATHING TO EQUAILLY SPAN 1ST AND 2ND FLOOR BOX BEAM 3/4-inch (19.1 mm) particleboard with joints backed by 3/4-inch (19.1 mm) particleboard, SHEET TITLE: (3) SHEATHING TO EQUAILLY SPAN 2ND FLOOR AND ATTIC TOP PLATES 1/2-inch (12.7 mm) gypsum board, or 1/4-inch (6.4 mm) cement-based millboard. Batts or NOTES (4) SHEATHING TO BE MAILED TO TOP PLATE blankets of mineral wool or glass fiber installed in such a manner as to be securely LOCATION OF retained in place shall be permitted as an acceptable fire block. Loose-till insulation HOLDDOWNS NO SUBSTITUTIONS material shall not be used .as o fire block unless specifically tested in the form and manner FOR W I N D LOA D S All framing hardware shown on these plans, intended for use to demonstrate its ability to remain in place and to retard the spread of © COPYRIGHT 2006 EAST END (DESIGN ASSOCIATES, LLC. FIREPLACE unless otherwise indiicated, is Simpson Strong-Tie, fire and hot gases. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. CODES No substitutions are approved or authorized, pp R602.8.1.1 Unfaced fiberglass. Unfaced Fiberglass batt insulation used as fireblockin PLANS MAY NOT BE REPRODUCED WITHOUT g shall fill the WRITTEN AUTHORIZATION. SHEET No: Due to the relationships of framing hardware to entire cross section of the wall cavity to a minimum height of 16 inches (406 mm) ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF the other components of the structure, any f raming measured vertically. When piping, conduit or similar obstructions are encountered, EAST END DESIGN ASSOCIATES, ILLC. hardware substitutions will render these plans the insulation shall be packed tightly around the obstruction. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE null and void, and willl result in the installer/contractor PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. G3 assuming r e s p o n s i b i l i-It y f or the design and R602.8. 1.2 Fireblocking integrity.ity The i n to� y it of all firebl ocks sh al 1 be maintained. Acceptance of local govern these drawings does not authorize the(right to build without the authorization ` ing agencies,such as Suffolk County Dept.of Health Services,Town Building performance of the entire system, Departments,DEC,FEMA,etc. Verify all conditioms,codes,and requirements with such agencies prior to construction. SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION ENGINEER'S SEAL USE A TWO NAILSIMUM MTS20 LTS20DOUG TWO Bd NAILS THIS _ lR LARCH / SO. PINE UPLIFT SIDE OF TRUSS. ALLOWABLE LOADS "2 LOAD LATERAL WITH TOTAL I" (133/160 ° O FASTENERS • • MODEL GA UPUIFT UPLIFT CODE 8d NAILS NO. TO AVG ) 8dx NAILS 1�" REF. INTO TRUS ° t"{l° k`'� cc TO TO Lu S/ ULTf. RAFTER •• b(." FLU. PLATES STUDS (133) (160) F FZ (133dc TRUSS - SIMPSON PROVIDE (1) HGA10KT ON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION - TAKE-UP WASHER SIDE OF CEILING JOIST , H7 16 4-8d 2-8d 8-8d 29911 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND --'"� '_�'� AND ON SIDE OF RAFTER PROPER INSTALLATION PROCEDURES O• ©7 "i o, H6 16 8-8d 8-8d 3983 915 950 650 5, 44 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO o e ART xl2 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAIL AWG REF. INTO MODEL GA MAX. LEA ULT. LFTA " LFTA PLATESVVI •p ° ° D PAID L OTY DIA 1�" 2" 2}" 3" 3�" 1 2" 2�" 3" 3�" •• ' EIGMT ' NAILS SP4 INTO • LFTA 16 24" 17" 3�16-10d — 4200 1205L E 1400 5, 44, 85 STUD e' OUG-FIR LARCH / SO. PINE •° FASTENERS ALLOWABLE UPLIFT LOADS 3 • MODEL L AV(G 10d x 1i" CODE N0. ULT(. REF. 10d LFTA ° 10d 10d x 11" (133 / 160) (133) (160) L S T A 21 ° °• MTS16 16 14-10d 14-10d x 14" 31116 1000 840 1000 3, 41, 128 • e M TS20 u' • °20 14-10d 14-10d x 11" 31116 1000 840 1000 3, 41, 128 ART 02 o e Simpson Strong-Tie • l HGA10 LST20 20 12-10d 12-10d x 14" 23t83 775 720 720 3, 41 ° l { CN W- • ~s' COUPLER NUT DETAIL "Ell ie DOUG-FIR-LAARCH Equal number of- TYPE _ Ci TYPE OF DIRECTION SO. PINE CODE specified nails In °° O CONNEC- OF LOAD ALLOWABLE LLOADS REF. MODEL FLOOR ROO)F (133/ each end tt tt NO. TION (100) (12°5) 160 l•: Simpson Strong-Tie DETAIL K G 515 64.'5 6 CS16 0 LTP4 5 J 515 64;5 670 6, 39. 97 H 515 64;5 670 DETAIL "H" DF SP 133 HOEDOWN �•�' i� MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS!""'( / ) ( ) HOEDOWN 4'"# ART�02 STU 5"— TUD DEFLECTION CODE o t r MODEL MACHINE AVG LENGTH OF BOLT Z3 AT�GHION AT HIGHEST REF. •° ° \`' NO. BASE BODY 4 ANCHOR E30LTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE SIMPSION F--wi n GA HB SB 1W H B SO CL DIA°'a OTY DIA DESIGN LOAD DESIGN 00 TAKE-UP WASHERP4 GA WHEN RAISED OFF 1�" 2' 2�" 3" 3�" 5�" LOAD THE I P t o t HD2A 16 12 41&" 2r 22J" 8" 2A" J" 1A" it 1 2 1 ir 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43. 82 ° o! 5 J O O DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS ° ARTg--";X�2 MODEL E"-1 A\VG N0. L STUD PLATE UILT. —(133)2 DF SP CODE W (133) (160) REF. SP4 3A" 7}" —tOd x 14" 2•f917 735----] 885 7, 40, 127 • o t MODEL DIMENSIONS FASTENERS (10)TAL) ALLOWABLE TENSION LOADS CODE NO. GA W L NAILS F100 LOO R (133) (160) REF. Do,LSTA21 20 1 " 21 — 905 1205 1295 7, 40, 90 ° MODEL DIMENSIONS FASTENERS (TOITAL) ALLOWABLE TENSION LOADS CODE NO. GA yy L NAILS (100R (133) (160) REF. �. Simpson Strong-Tie MSTA24 18 1 24 18-10d 1025 1370 1 1640 7, 40, 90 LUS46 MODEL FASTENERS TOTAL ALLOWABLE TENSION LOADS NAIL CODE L END SPACING REF. H D 2 A N0. (LENGTH L GA CUT LENCGTH (TOTAL) (100) (133 / 160) oc. OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CS16 150' 14' 16 CLEAR SPAIN +31" 28-Bd 1235 1650 2j4" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL DIMENSIONS FASTENERS DN. DOUG- ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GA I W H B HEADERS JOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F" 1od 16d ULT. (133) (160) 10d 16d 10d 16d 10d 16d R� ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 31& 4J" 2 :Et4-16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 DETAIL "I" HUS210-2 14 3�" 9JN 2 8-16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84. 1221ART�"x12 STU ' "— DOUG_FIR LARCH/SO. PINE ALLOWABLE LOADS SIMPSON FASTENERS UPLIFT LATERAL CODE F .',,' TAKE-UP WASHER {������- � = I MODEL AVG UPLIFT (133/160) REF. NO. GA LILT. TO RAFTERS TO PLATES TO STUDS (133) (160) F, 160 HGA10KT 14 4-SDS4"x11 J" 4-SDSJ*x3" 1523 435 435 1165 940 h t i� 0 : :.. • CN W— 1° rµ� o USE A MINIMUM OF SP4 COUPLER NUT TWO MTS16 CNW- STU 5» r A /o O MTS16 COUPLER NUT SP4 I SIMPSON o ^ T TOTAL FOUR J SE A MINIMUM OF H D 2 A w ^ ° Bd NAILS TWO 8d NAILS THIIS STU INTO TRUSS SIDE OF TRUSS. ° SIMPSON SIMPSON M P S❑N LSTA21 TAKE-UP WASHER " ® R TOTAL FOUR O °°o TAKE-UP WASHER 'i G 2- n� Bd NAILS ' ' LSTA21 Strong-Tie INTO TRUSS H U S 210—2 $ OWNERSHIP AND USE OF DRAWINGS: These drawings and specMoations Inchiding —= the ideas. design and orrurpernents represented therein, are the of East End Design Associates. ILC. No Part thereof sholl be copied, disclosed to • others or used In connection with ory TWO o FI a'k or project have been prepared without than fwr°rttt n� they AILS consent of East End Design Associates. TO " ANCHOR BOLTS ".0 PLATES °po ' EIGHT' TVO o ® PROJECT NO. 8d NAIL 8d NAIL INTO INTO a If /t STUD Simpson Strong—Tle PLATES °O DETAIL A e DRAWN BY: H7 EIGHT BN OAS ° DETAIL "D" DETAIL 11G" DETAIL "J" CHECKED BY. MA STUD Simpson Strong-Tie °° • H7 °° ° Simpson Strong-Tie EFTA ° ROD SYSTEM s 1/4 = 1 -on LFTA LFTA BP SHEATHING NOTES: NO SUBSTITUTI❑NS DATE: 09-22-05 ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION 10-22-05 (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. All framing hardware shown on these plans, 1 1-03-05 unless otherwise indicated, is Simpson Strong-Tie. (1) SHEATHING TO BE NAILED TO CCA SILL No substitutions are approved or authorized, •• (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAIwI (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES Due to the relationships of framing hardware to (4) SHEATHING TO BE NAILED TO TOP PLATE the other components of the structure, any framing hardware substitutions will render these plans LTP4 NOTE: null and void, and will result in the installer/contr'actor ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE assuming responsibility for the design and LTP4 REQUIRED AMOUNT CALCULATED FOR EACH CASE. performance of the entire system. SHEET TITLE:- I • LTP4 NOTE: SIMPSON PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK DETAIL �t L�� WINDLOAD DETAIL "(," AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO CHARTS & FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. Simpson Strong-Tie CALC. & °°° ° NOTE: © COPYRIGHT 2006 EAST END DESIGN ASSOCIATES, LLC. Floor-to-Floor Connections STRONG-TIE I °• ° EAST END DRAFTING & DESIGN AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. UNDER FEDERAL COPYRIGHT LAW. DETAILS PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. SHEET No: •" ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. I� THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE LTP4 DETAIL ttB tt PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. LTP4 Acceptance of these drawings does not authorize the right to build without the authorization G 4 of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Simpson Strong-Tie Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such Floor-to-Floor Conne-ctions agencies prior to construction. -- -- ENGINEER'S SEAL Table 3.6A Rime Tension Strap Connection Requirements for Wind - Exposure B Table 3.10 Roof Sheathing Attachment Requirements for Wind Loads - Table 3.2A 6/8" Anchor Bolts - Sill Plate to Foundation Connections Resisting Table 3.1 bailing Sci ecful® Exposure Shear Loads fromWind - Exposure 6 �,oF NiSw (Prescriptive Alternative to Table 3.6) _. _ _ __ _ - - _ �P c, 3.Die Number of Number of ----' (Prescriptive Alternative to Table 3.2) Joint Description Common Nails Box Nails Nail Spacing o Dead Load Assumptions: Roof Assembly DL 10 psf Three Second Gust '$ RS 00 110 120 130 140 � � T.',9. r� Speed(mph) Three Second Gust W' F -s Y. .¢ .,,; a*!4'S',.re.,- a!• ,t ', 't'' -t.-c".ro?' "'S:. a:rn', � 6-'''' .4: 9U 1 'a., .4.y 'R•1+,;v• '"e '2. •:a'.''.r+ •.a.'"": J:. y. ;...�.r „str:� ,�'w",R° t.,,. �.qv, .14,,�;v..t!^r.,..x,_ .bd.. - .i ISU � wu)d pc ( p ) G end S (Mph) 85 00 110 120 130 140 iSO y` ;'• 'k'�;k��'J�� (' '.vr':x•:*.v' ..,�',`x,.'• w5.�,.,,��1' 1VluxVr.,., :.''.,:�.<^d.<,.,. -.,.,. l.p .,,: ..•.,. ;:,�.A,:• ,.1r 5..''n�r 6 6'."h5.e:.,':J ,<+ru.n .,=r,. sees -.sees ., .. ..,..:....., .,..:•: ,sees.'.+. •�.: Three Second Gust Wind Speed(mph) n Rafter to Top Plate (Toe-nailed) (see Table 3AA) (see Table 3.4A) per rafter ( P ) 85 90 100 110 120 130 140 I50 Foundation Dimension 5/8"Anchor Bolts 'M�"•(j t"+�! "'a hoof 5 an STRUCiVRAL SHEATHING P I.2J.•3.6 Supportingdicular to 1 look rr (,0 Ceiling Joist to Top Plate (Toe-nailed) (see Table 3.4A) (see Table 3.4A) per joist Roof Pitch (n) Number of 8d Common Nails or lOd Box Nails in each end of 1-1/4"Strap E P E F E F E F E F E F F. F E F Numberpf Bolts Required in 5hearwall Line' . '�' A� � '� Ceiling Joist to Parallel Rafter (Face-nailed) (see Table 3.9A) (see Table 3.9A) each lap ll Line(ft-) 6f, Sh(xetlung Location' RaftcrrTruss Spacing � r Ceiling Joist Laps Over Partitions (Face-nailed) (see Table 3.9A) (see Table 3.9A) each lap 12 1 1 2 2 2 3 3 4 (inches,o.c.) Maximum Nail Spacing for 8d Common Nails or lOd Box Nails(inches,o c.)' 12 1 1 2 2 2 2 3 3 Collar Tie to Rafter (Face-nailed) (see Table 3,6A) (see Table 3.6A) per tic 16 1 2 2 2 3 4 4 5 16 2 2 2 2 3 3 3 5 , \ Blocking to Rafter Toe-aerial 2-8d 2-IOd each end 20 2 2 2 3 4 4 5 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 ,: 6 I` g ( ) 20 2 2 2 3 3 4 4 5 Rim Board to Rafter(End-nailed) 2-16d 3-16d each end 3:12 24 2 2 3 3 4 S 6 7 16 6 12 6 12 6 12 6 l2 6 12 6 12 6 12 6 1: 24 2 2 3 3 4 4 5 5 huenor Zone '>ti• t-b,"",". :zY'- i.*.r: •.A, r gx;rw�> ,�y t 4,b..y Y'». .t• iwt'„',:n`:;t"'.�', ". :1:''.`.°;w-,.�.:+.,�.,• 19.2 6 12 6 12 6 12 6 12 6 12 6 12 6 12 I2' `r�•-,•.l:tees L ',i t - +; ,era;..,o 'c :,N a'L+s'.,r�5'a+e.�^'k.:, °e.,1,WALL RAIru.I�IGe i ',, - ° .•d r m`:r fie.y, i•,.! , �'' �'''�-' 28 2 2 3 4 5 6 7 8 6 Top Plate to Top Plate (Face-nailed) 2-16d' 2 16d' per foot 32 2 3 3 4 5 7 8 9 ''-4 6 l2 6 12 6 ,. 6 12r 2R 2 3 3 4 4 5 5 6 t2 6 l2 6 12 6 t� 6 1. t 32 3 3 3 4 5 5 6 7 Top Plates at Intersections (Face-nailed) 4-16d 5-16d joints-each side 36 2 3 4 5 6 7 9 12 6 12 6 12 6 !2 6 12• 6 12 6 12 6 6 ti 6 1 Story 36 3 3 4 4 5 6 7 8 Stud to Stud (Face-nailed) 2-16d 2-16d 24"o.c. 16 6 12 6 12 6 12' 6 122 6 6 6 6 6' 6' 6' 6` 40 3 3 4 5 6 7 7 9 Header to Header(Face-nailed) 16d 16d 16"o.c.alon ed es 12 I ] 1 2 2 2 3 3 Pcriimeicr Fdge lone r ) ° a g g 16 1 1 2 2 2 3 3 4 19.2 6 12 6 I 6 12' 6 6 6 6 6 6' 6 6 4 4 50 4 4 5 6 7 R 9 Ii 24 6 172 6 12' 6 6 63 6' 6' 63 6 e' a' 4` 4° 4j 60 4 5 6 7 8 10 II 13 Top or Bottom Plate to Stud (End-nailed) (see Table 3.5A) (see Table 3.5A) per stud 20 1 2 2 2 3 4 4 5 tiahlr Findwal:Ralc ur Rake Truss w'Lookout Block t, 6 ti' 6' 6t 6' 6' 6' 4 4 4° 4' 70 5 6 7 8 9 11 13 15 4:12 24 2 2 2 3 3 4 5 6 80 6 6 R 9 It 13 14 17 Gable Giudwnll Rake or Rake Truss w/o Rake Overhang 6 6 6 6 6 6 6 6 6 6 6' 6' 6r 6' 6' 6 20 3 3 3 4 5 5 6 7 Bottom Plate to Floor joist,Bandjoist,Endjoist or 2-16d" 2-16d',' per foot 28 2 Z 3 3 4 5 6 7 -- Blocking (Face-nailed) 32 2 2 3 4 4 5 6 7 BOARDS 24 3 3 4 5 5 6 7 R !'„+,,.� ,rise „t .'a, °-..:Y .Fih<•3 S».,n,�zi 4„"�df'1 #, .t ,�.7'•:T`y ,r-:t %'�•:r��;.s, .M.:.�." 'S Rs" �, d s J uy; fc € Z4bR3R/lMrl�tCt:: a,:•O 1:'.a . 1; .'vi.t.'., i..,_'j'.-;<`.. ;Y`' 36 2 2 3 4 5 6 7 8 r�» r •, x• , Y 28 3 4 4 5 6 7 8 9 Shca:h(ng Stu Rafter/Truss Spacing Minimum Number Of 8d Common Nails Joist to Sill,Top Plate or Girder (roe-nailed) 4-8d 4-10d per joist 12 1 1 1 1 2 2 2 3 (inches,o.c.) Per Support 32 4 4 5 6 7 8 9 11 2-8d 2-IOd each end 36 4 5 6 7 8 9 10 12 Bridging to Joist (Toe-nailed) 16 l 1 1 2 2 2 3 3 Blocking to Joist(Toe-nailed} 2-Rd 2-10d each end Ix6i or 10 Sheathing 12-19.2 2 2 2 2 2 2 2 Stories Blocking to Sill or Top Plate(;Toe-nailed) 3-16d 4-16d each block 20 1 1 2 2 2 3 3 4 ` ixl0.orl.arcerSheathut 12-19.2 3 3 3 3 3 3 3 3 40 5 5 6 7 9 10 12 I3 Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist 5:12 24 1 2 2 2 3 3 4 5 SO 6 6 8 9 11 12 14 16 r T 1 Joist on Ledger to Beam(Toe-nailed) 3-Rd 3-10d per joist 28 1 2 2 3 3 4 5 5 60 7 7 9 11 13 15 l 7 19 E tail spacing Band Joist to Joist(End-nailed) 3-16d 4-16d per joist 32 2 2 2 3 4 4 5 6 F nai;spacing at intermediate supports in the panel field(in.) � 80 9 10 12 14 17 19 23 26 Band Joist to Sill or Top Plate(Toe-nailed) 2-16d' 3-16d per foot 36 2 2 3 3 1 4 5 6 7 „• .�,.,,: >.,.°. meet, ,,.,.t.,, la,.aw•'-°:fees♦, )7•.,q„,<,,i.v.t `,e�<z-': tL•t?va;. .r-• 28 4 5 6 7 8 10 11 13 l'. ` ,Fs '\.,'7'::/r..F 7.�.a� t4 .�'', ,r ^;fi.P♦. �'((r:.r..Y...S:v. �.R...r:.:4:1i.:: 12 1 I 1 1 2 2 2 2 For wuhm4f t 't r»•.' • ;�V'..,,w. - -:.,`. .,--j. y,, x•w+ �F.pllxi+t11 L211�V•'.yr sheathing re of the ptrllntief L'dgl'of 1112 rOUt,InClaahllg 4 feel On each,ide of the roof peak,the 4 foot perimeter edgy zone auaa,tuncnt requirements 32 5 5 7 8 9 11 13 14 %hall be used. .. 16 1 t 1 2 2 2 3 3 36 5 6 7 9 10 12 14 16 Ding Structural Pantie 8d 1 Od (see Table 3.10) Tabulated 12 inch ox nails spacing assumes she ithiu attached to raper+truss framing members with G>0.49. For framing members with 0.42< G<0.49.the nail 40 6 7 8 10 12 13 16 18 Diagonal Board Sheathing 20 1 1 2 2 2 3 3 4 Pa 8 g g g 3 Stones spacings shall be reduced w 6 inches o.c. ///��• Vx6"or 1"x8" 2-8d 2-10d per support 6:12 24 1 1 2 2 3 3 4 4 tabulated 6 lath o.c.nerds spacing assumes sheathing , SO 7 8 10 12 14 17 19 22 l"xl0"or wider 3-Rd 3-10d per support p' E g attached to:alte-ulfuss framing members with G>0.49 For frammg members with U 4_<G<0 49,the nail 28 1 2 2 2 3 4 4 5 spacings%hall be reduced to 4 inches o.c. 60 9 l0 12 14 ]7 20 23 26 O x.• +, a:. •. i r• ?.r;i .:'.r.�vt e fil;h'.a+,"ay '•";':^r4•x'i<::t.fipe`..zwA.v a, .,.•lk y,iY"•,'..*i..., .�.`',;. sees+.?':isle.+"' ! `'."Ka-vto .- ' ':.,.)�r;l:'`�n^'• ir�`nT1'*" �i'"wt`h:''✓'':3 'J'; x:l�'k.)1.L1'dGIS1i1Fat1 1FI}V�., ..;;'-*�',., .r ;lees.,.. +t''�`,,�s.'�;+�;", ;..,..' x.-,.;,,. -! 32 2 2 2 3 3 4 S S Tabu:.etcd•3 inch o.c nails spacing•assumes sheathm�attached fo rafler.•trus framing members with G>0.49. F �< '<�' P U 6 g or framing members with U 4. G UA9.d)c nail 70 10 I1 14 17 20 23 27 31 80 12 13 16 19 23 26 31 35 Sd coolers Sd coo dlers 7"edge/10"field 36 2 2 2 3 4 4 5 6 spacuigs malt be reduced to 3 inches o.c. Gypsum Wallboard g ' rabulated nailspacings assume a building located in E'x sure Il • Anchorage required to resist lateral loads shall be determined in the foundation design per Section 1.1.4. .Y ) 9' 'fi 1(.. .j N'L"'Sees tee Ai M. �-/ .4-. .:t.-� :ei lH,Yf:.t'iR.4a'Efi :t�,�,5i: ?�'--..:�.4 'J, •t 12 1 1 1 1 1 2 2 2 1'-' ',5A' i7$'"✓i. ,,.� d�.,.,r y.;. ..,+.°j'l+ .'r�ol`..\.try H" N%.rt rvv:ui„ s:'hP,".: Jk,f7'' a .•3'.n_. 1+ vl.�.'.,..,,,,r�,,�•r Cladding Attachment Requirements for Wind r.'.•,sees,:. �'.,�.yet ,;'... .,.;.e.f..r,';•. � ,:•a + �:`„ t ?•t^�; Ax _.___ . „;;::�•••''• � °°^ � 16 1 1 1 2 2 2 2 3 Tabl® � �� � � Prescriptive limits are based on assumptions in Table 3.2. 1 8d t0d (see Table 3.11) . ' Vuall Sheathing and n � 2 Anchor bolts shall be uniformly distributed along the length of the shearwall line,and in no case shall the anchor bolt Structural Panels �- 20 1 1 2 2 2 3 3 3 Loads - Exposure 0 spacing exceed 6 feet on center. For other anchor bolt limitations see Section 3.2.1.7. Fiberboard Panels 7:12-12:12 24 1 1 2 2 2 3 3 4 7/16 3 Sill plates are assumed to be treated Southern Pine. 25/3 2 Sd' 3"edge 6"field 28 1 2 2 2 3 3 4 4 "" 6d' - Table 3.28 Bottom Plate to Foundation Connections (Anchor Bolts) Resisting �.� - !3"edge/6"field ' 32 2 2 2 3 3 4 4 5 Three Second Gust O Gypsum Wallboard Sd coolers Sd coolers 7"edge/10"field 85 90 100 110 120 130 I40 I50 Lateral and Shear Loads from Wind - Exposure 836 2 2 2 3 3 4 5 6 �. 8d (see Table 3.11) i Wid m h Hardboard 8d Tabulated connection requirements snail be pcnnitted to be multiplied by 0.70 for framing not located within 8 feet of building nd S e (Prescriptive Alternative to Table 3.2) Particleboard Panels Rd Rd (see manufacturer) comers FissisisiII 2 Tabulated ridge connection loads assume a building touted in Exposure B. E F F F E I F E I F E I F E I F I El F I E I F _-- _ - - -- -- -- - ---- O Diagonal Board Sheathing 3 Tabulated connection requirements are based on total uplift minus 0.6 of the roof assembly dead load(0.6 x 10 psf). I"x6"or 1"xg" 2-Rd 2-10d per support Three Second Gust Wind r 1 , ---"- '- 85 90 100 Ito 120 130 I-10 I iU `err/ 1 x 10"or wider 3-Rd 3-1 Od per support Tabulated connection requirements are based on a 12 inch ridge strap spacing,for different ridge strap spacing,multiply the Stud Spacing ° Speed(mph) s tabulated values by the appropriate multiplier below: Sheaahing Location' (inches,o.c.) Maximum Nail Spacing for 8d Common Nails or 1 Od Box Nails(inches,o.c.) r•>• »:^r;, ai, y ''✓,�:•.c' ^J,°' ♦ t„'"jk"r',,%<:�•.n`,� eves J' i.y,-::,,+r'•,�'>,y',.`_, '/"f Bottom Plate to Foundation Anchor Bolt -y r a,, z e �.. -,,' :':s.,•,•, �'s �i' ,OOR SH1EA'CfJJaC ;y..:: '' ', `.;(` ;dx. r•.; •t`' ,� •':r;.. �,..•.1.' ire ,..),.. f.,• �. J +': Foundation Connection Resisting on Supporting Maxuntun Anchor Boll Spacing(in 1 ``".,.. - Ridge Connection Spacing(in.) 12 16 19.2 24 48 72 Structural Panels 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 1�I yt 1"or less 8d ►Od 6"edge/12"field Multiplier LUO 1.33 L6U 2.00 4.00 6.00 I!2"Anchor Bolas 8 ImteriorZone 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 1 Od 16d 6"edge/6"field 3 When the tabulated number of nails required in each end of the strap is equal to 1 and the framing is attached in accordance with 122 122 6 122 1-3 stories 30 greater than l" g 24 6 12 6 12 6 12 6 12 6 12 6 6 Lateral and Shear loads - Diagonal Board Sheathing Table 3.1,the ridge strap and additional nailing is not required 5!g"Anchor Bolts 1"x6"or I"x8" 2-8d 2-1 Od per support 6 When a collar tie is used in lieu of a ridge strap,the number of 1 Od common nails required in each end of the collar tic need not 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 1-3 stories 45 1"x 10"or wider 3-8d 3-1 Od per support exceed the tabulated number of 8d common nails in a steel strap,or the number of 12d box nails in each end of the collar tic need 4'"Edge Zone 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 1 Prescriptive limits are based on assumptions in Table 3.2. not exceed the tabulated number of IOd box nails in a steel strap. 24 6 12 6 12 6 12 6 12 6 122 6 122 6 122 6 122 When anchor bolts are used to resist uplift,lateral,and shear loads,the maximum anchor bolt spacing shall not exceed the lesser of the tahulateki ' Nailing requirements arc based on wall sheathing nailed 6 inches on-center at the panel edge.If wall sheathing is nailed 3 inches on-center at the values for uplift loads(Table 3.2C)or lateral and shear loads(Table 3.2B). For other anchor bolt limitations see Section 3 2.1 7 and 3 2'.1, BOARD SHEAT1ING or LAP SIDING 3 Tabulated anchor bolt spacings for lateral and shear loads assume walls arc sheathed in accordance with Section 3.4.4.2. Fur other wall sheathin' panel edge to obtain higher shear capacities,nailimg requirements for structural members shall be doubled,or alternate connectors,such as shear plates,shall be used to maintain the load path. 2 When wall sheathing is continuous over connectetd members,the tabulated number of nails shall be permitted to be reduced to I-16d nail per foot. Sheathing Size Rafter/Truss Spacing Minimum Number of 8d Common Nails or IOd Box Nails types the tabulated anchor bolt spacings shall be divided by the appropriate sheathing type adjustment factor in Tabile 3.17D,but in no case shall 3 Corrosion resistant I 1 gage roofing nails and 16 gage staples are permitted,check IBC for additional requirements. AMERICAN WOOD COUNCIL (inches,o.e.) Per Support anchor bolt spacings exceed 6 fret on center. e► �1utI �s �i Ix6 o)r Ixg Sheathing 12-24 2 _T 2 2 2 2 2 2 2 ° For three second gust v'Ind speeds greater than 110 mph,with a tabulated lateral value froin Table 3.5 greater than 262 plf,lateral connections shalt Table 3.9A Rafter/Ceiling worst Heel Joint Connection Requirements Ix10orrLar•crSheathin 12-24 3 3 3 3 3 3 3 3 bedcterminedusingth"lioads from Table 3.5. AMERICAN FOREST&PAPER ASSOCIATION Table MA Rafter and/or Ceiliing Joist to Top Plate Lateral and Swear Connection (Prescriptive Altemative to Table 3.9) tq --- --� E Nail spacing at panel edges(in.) requirements - Mcgposvre � -- - - F - Nail spacing at intermediate supports in the panel field(in.) Dead Load Assam bons:Roof Assembly DL= 10 psf (Prescriptive Alternative to)Table 3.4) Roof Live Load Ground Snow Load ' For wall sheathing within 4 feet of the comers,the 4 foot edge zunc attachment requirements shall be used. °•ty 2 Taahutat.J 12 inch o.c•nail spacing assumes sheathing attached to stud framing members with G i 0.49. For framing members with 0 42<G<0.49,the nail spacings t„ Table 3.2C Sill or Bottom Plate to Foundation Connections (Anchor Bolts) 20 psf 30 psf 50 psf 70 psf Throe Second Gust Wind Speed(mph) 85 90 100 110 120 130 140 150 Fcor be reduced to 6 inches lva RnofSpan(ft.) , Resisting Uplift Loads from Wind - Exposure B Fmr exterior panel aiding,galvanized box nails shall be permitted to be substituted for common nails. 7 4 c I nail spacings assume a building located in Exposure B (PreSCrip;ive Alternative to Table 3.2) 12 24 36 I.. 2a 36 12 24 36 l2 24 36 T:abulate� - - - -- - Number of 8d Common Nails or lOd Box Nails(Toe 'ed) ;- - � n Rafter/Ceiling Joist wall Tables 3..,A 1/2" Anchor Bolts - Sill Plate to Foundation Connections Resisting Spacing to t:�` Rafter Spacing (' ) Height(ft_) Required in Each Rafter and/or Ceiling Joist to Top Plate Connection Rafter Slope p g t,2 3,a,s,t Required Number of 16d Common or 40d F1ox Nails per Iiccl Joint Connection Shear 3 from �"t1�1;4d �J��A®s�sre B Three Second Gust Wind 85 ill 100 110 120 130 14U 150 -• 8 2 2 2 2 3 3 3 3 (in.) Loads - l2 4 7 10 4 8 12 6 11 I7 8 ]5 22 Speed(In)h) 1z (Prescriptive Alternative to Table 3.2) C �!;;; 13 10 2 2 2 2 3 3 3 3 Bottom Platc to Foundation Anchor Built I � $a 16 5 9 13 5 10 15 R 15 22 l0 20 29 - Foundation Supporting Maximum Anchor Bolt Spaacing(u))I'` `° ` x i A . - o 8 2 2 3 3 3 4 4 4 3:12 Connection Resisting 1 m. 19.2 6 11 16 6 12 18 9 1R 27 12 24 35 -" Qr y 16 10 2 2 3 3 3 4 4 4 Three Second Gust Wind Speed(mph) 85 90 IUO 110 120 130 140 150 8'End 7.ones 24 7 13 19 8 15 23 11 22 33 15 29 44 1-3 stories 72 71) 49 39 33 2R 2> 1 <'�." W u Foundation BuildingDimension 1/2"Anchor Bolts ,y4 w 8 3 3 4 4 5 S 5 S 12 3 5 8 3 6 9 5 9 13 6 l l 17 Uplift Loads Interior"Lanes 24 Supporting Perpendicular to Number of Bolts Required in Shearwall Line "' 1-3 stories 72 72 57 45 38 33 3u 27 ? 1t R 1 ]0 3 3 4 4 5 5 5 6 ''3 � 1 16 4 7 10 4 8 12 6 11 17 R 15 22 Shearwall Line(ft.) q t },+ Prescriptive limits arc based on assumptions im'table 3.2. :. Prescriptive l mats art based on asstrnlptions in Table 3.4. 4.12 19.2 4 8 12 5 9 14 7 14 20 9 19 27 12 2 2 2 2 3 3 3 4 When anchor twits are used to resist uplift,lateral,and shear loads,the maxiuuum anchor huff spacing shall not exceed the lesser of the tabulated 16 2 3 3 3 4 4 5 OWNEWiHIP AND USE OF DRAWINGS: 2 Tabulated connection requirements asstume a building located in Exposure 24 5 !0 15 6 12 17 9 17 25 11 22 33 values for uplift loads(Table 3.2C)or lateral and shear loads(Table 3.2B). For other anchor bolt limitations see Section 3.2 17.end 3.2 2.3 s When ceiling joists arc installed parallccl to rafters,the sum of the toenails in the rafter and ceiling j oist shall equal or exceed the tabulated number of nails required. 12 3 4 b 3 5 7 4 7 10 5 9 14 24 3 3 4 4 4 5 5 6 n)e Idea. design and ands gwnerft --------------- - .- - - - _-- These drawings and spec fbations kw*jdkV To avoid splitting,no more than 2 toeniaits shall be installed in each side of a rafter or ceiling joist when fastened to a 2x4 top plate 5.12 16 3 6 8 3 6 9 5 9 14 6 12 19 28 3 3 4 5 6 6 7 8 ALTERNATE RIDGE STRAPPING represented ttweln, err* the property of or 3 toenails in each side when fasteneed to a 2x6-top etc_ - 19.2 4 7 10 4 R 11 6 1 1 16 7 14 21 DETAIL TO BE USED IN ALL East End n No part ---------- - - - - 1 Story 32 3 4 5 5 6 7 R 10 CATHEDRAL LOCATIONS. w�or used in connection with arty thereof shall be copled, dirdosed to project other than for wfi{ah fAsy SIMPSON MSTA24 STRAP TIE consent of East End Dodger Associates. 24 a R 12 5 9 14 7 14 20 9 18 27 6 4 4 5 6 7 8 9 11 have been prepared without written 12 3 3 5 3 4 5 3 5 8 4 7 10 40 4 5 6 7 8 9 10 12 TO BE INSTALLED 16" oc U.C. SHEATHING NOTES: 50 5 6 7 8 10 11 13 15 (ON EVERY RAFTER) ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE t6 3 4 6 3 5 7 4 7 10 5 9 13 7:12 60 G 7 8 10 11 13 IS 17 L2' PROJECT NO: NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER 19.2 3 5 7 3 6 8 4 8 12 5 10 IS 11 13 15 111 24 3 6 9 4 7 1(J 5 10 l5 7 13 19 80 R 9 1 13 IS I8 20 203 ASSOCIATION(AF & PA) WOOD FRAME CONSTRUCTION MANUAL 877-2005 PROVIDE 2x6 COLLAR TIE DRAWN 8Y: 12 3 3 4 3 3 4 3 4 6 3 5 8 20 3 4 4 5 6 7 8 9 UNDER RIDGE - 16" oc. CMA (WFCM) FOR ONE AND TWO FAMILY [DWELLINGS, 2001 SBC FACE NAIL USING 4 10D NAILS 24 4 4 5 6 7 9 10 11 TO EACH END OF COLLAR TIE CHECKED BY: ]6 3 3 5 3 4 5 3 5 8 4 7 10 28 5 5 6 7 8 10 I1 13 UNDER RIDGE - 16' oc. HIGH WIND EDITION. 9:12 19.2 3 4 b 3 4 6 3 6 9 4 B 12 32 5 6 7 8 10 11 13 IS (1) SHEATHING TO 13E NAILED TO CCA SILL 24 3 5 7 3 5 8 4 8 11 5 10 15 (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM 2 Stories 36 6 6 8 9 11 13 14 17 M 12 3 3 3 3 3 3 3 3 5 3 4 6 40 6 7 8 10 12 14 16 18 ° ° ° ° 1/4 = 1 -0 (3) SHEATHING TO EQUALLY SPAN 21ND FLOOR AND ATTIC TOP PLATES 12:12 16 3 3 4 3 3 4 3 4 6 3 5 8 50 8 9 10 12 15 17 20 23 (4) SHEATHING TO 13E NAILED TO TOP PLATE ° ° ° ° DATE: 09-22-05 60 9 10 12 15 18 21 24 27 10-22-05 19.2 3 3 4 3 3 5 3 5 7 3 6 9 70 11 12 14 17 20 24 28 32 1 1-03-05 24 3 4 5 3 4 6 3 6 9 4 R 11 80 12 13 16 20 23 27 32 36 Nailing requirements shall be permitted to he reduced 25%if nails are clinched. 28 6 7 8 10 11 13 15 18 Ifeel joint connections are not required when the ridge is supported by a loadbearing wall,header or ridge beam designed to resist the applied 32 7 7 9 11 13 15 17 20 loads, 36 8 8 10 12 14 17 20 22 NOTE: When intermediate support of the rafter is provided by vertical struts or purlins to a Inadbearing wall,the tabulated heel joint connection 3 Stories 40 8 9 11 14 16 19 22 25 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO requirements shall he permitted to be reduced proportionally to the reduction in span. 50 10 11 14 17 20 23 27 31 HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED ° Equivalent connections are required for ceiling joist to ceiling joist lap splices. 60 12 14 17 20 24 28 32 37 AMOUNT CALCULATE-D FOR EACH CASE. 3 Tabulated heel joint connection requirements do not include the additional weight of the ceiling assembly'. 70 14 16 19 23 28 32 38 43 DETAIL li it 6 Tabulated heel joint connection requirements assume ceiling joists or rafter ties arc located at the bottom of the attic space. When ceiling _ 80 16 18 22 27 32 37 43 49 1V1 joists or rafter ties are located higher in the attic space,no attic storage is assumed,and the tabulated heel joint connection requirements shall i Anchorage required t0 resist lateral loads shall be determined in the foundation design per Section 1.1.4. SHEET TM-E: Prescriptive limits are based on assumptions in Table 3.2. NOTE: be increased by the following factors: Anchor bolts shall be uniformly distributed along the length of the shearwall line,and in no case shall the anchor bolt PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE �UILDING CODE OF THE STATE OF NEW YORK, Ceiling Heighti Roof Ridge Heel Joint Connection spacing exceed 6 feet on center. For other anchor bolt limitations see Section 3.2.1.7. NAILING AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) - -- Height(HC,''HO Adjustment Factors 3 Sill plates are assumed to b e treated Southern Pine. WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. 1.� 2 SCHEDULE T T 1/3 va 1..5 ALL ROOF SHEATHING IS TO BE FASTENED AND INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF & NOTE: t!s 1.25 THE BUILDING CODE OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) © COPYRIGHT 2006 EAST END (DESIGN ASSOCIATES, LLC. NOTES EAST END DRAFTING & DESIGN AND ITS ASSOCIATED ENGINEER HAVE 1!6 12 WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY WIND EDITION. UNDER FEDERAL COPYRIGHT LAW(, MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. Note:Lateral deflection of the rafter below the rafter ties may exceed N4 inch lw'hten rafter ties are located above one-third PLANS MAY NOT BE REPRODUCED WITHOUT SHEET NO: of the ridge height,Hr,or when 1-lr is greater than 2 feet and may require additional consideration. ALL. PLYWOOD SHEATHING IS TO STAGGER FLOOR JOISTS AND TOP PLATE TO GABLE STUDS (SEE LAYOUT). WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ALL, PLYWOOD IS TO BE NAILED TO TOP PLATES UNDER RAFTER TAILS. EAST END DESIGN ASSOCIATES, LLC. I . AMERICAN FOREST&PAPFRASSOCIATION THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not authorize the right to build without the authorization (315 of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. I ENGINEER'S SEAL. OF NEily Table 4*3.23D rZeduced Fvill HeIght Stud Requirements for Headers or Window Sill V, S.DE Mates in Extorior Vklls Resisting VVInd Lovls - Exposure B & C t TABLE R404.1.1(1) AT, PLAIN CONCRETE AND PLAIN MASONRY FOUNDATION WALLS PLAIN CONCRETE MINIMUM NOMINAL I PLAT M MASONRY,MINIMUM r: Dis-.sacs ftuLu Tup Plate Down to Header(a)or Distance from Bottom Plate Upw Window Sill Plate(h)to WALL THICKNESS linciveiiii THICKNES5 linches) Itut X` Wal I Height()ulh),where x is t1he larger of a or b ALL TABLES ARE FROM THE AMERICAN FOREST & MAXIMUM Soil classes" � ; . I z,.� 4 MAXIMUM WALL UNBALANCED GM.GC,_ -ic--MH._61L_CL SC,MH.ML-CL 1 EST HEIGHT GW,GF,SW and GM,GC,SM, isold 0.1 1 0.2 1 0.3 1 0.4 1 o..5 I 0.6 1 0.7 1 0.8 1 0.9 UNBALANCED HEIGHT GW,GP, SM.SM-SC and inorganic niorganic PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL itvvl,� (toot) SW and SP and MIL CL SP SM-SC and ML CL . 07 Wall Stud 4 6 6 solidd or A 6 solidJ cr 8 i..!]dJ Header Span(ft Number offull Height Stud Required at Frid of the licader' 6 1, ALL TABLES ARE FROM THE AMERICAN FOREST & Spacing(in.) FOR ONE AND TWO FAMILY DWELLINGS 2001 EDITION 6 6 solidd or 8 8 2 1 1 1 1 1 1 1 PRESCRIPTIVE DESIGN) 4 46 6 6 6 solid1l or 8 6 solidd or 8 6 i.,l(I I m 4 PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL 4 1 1 2 2 2 2 1 (PRESCR U 5 6 6 b 6 solic!ll ur 8 2 .4 2 1 1 III 6 I'll 81; 8 9 FOR ONE AND TWO FAMILY DWELLINGS 2001 EDITION 6 1 2 2 3 3 3 3 3 2 2 1 ------------ to.-- 12 4 6 stlli,711, 2 3 4 4 4 4 4 3 2 ),s 8 i S 12 7 0"s 10 1 II (PRESCRIPTIVE DESIGN) 10 1 2 4 5 5 5 5 5 4 2 6 8 8 12 1 3 4 6 6 6 6 6 4 i i I h I 1(11 11 W ic LdJ 14 1 3 5 6 7 7 7 6 5 3 4 6 6 6 9 6 solidi.ior 8 5 6 6 8 16 16 7 R fi 81 7 6 3 1 3 to g8 il 10 4 12 12 4 1 1 1 1 1 1 1 1 1 1 8 !0 10 Id" , 1 2 2 2 2 2 1, 6 2 3 3 3 2 2 6,s.., Ad or X b soI:cd-1: 16 8 1 2 2 3 3 3 3 3 2 2 8ir 10 1 2 3 4 4 4 4 4 3 2 6 8 8 10 10 1 7 6 110 11J 12 1)soliz, 2 3 4 5 5 5 4 3 2 1 1b 10 10 12 soAdc FtwtnOW t' 14 1 2 4 5 6 6 6 5 4 2 1 1 10 12 1 R?041141IL!I Footlicic C Fuctilobc c o-01101': 16 1 3 1 4 6 1 6 6 6 6 4 1 1 1 '-,,r S I 001 30.8-wile. I pound per%q nr:!inch=6.b95 P.I. h shall be lwd Type:jj Iij 1:);: 'A cr N air.air.masonry 6 r.Anriinj! old.Ungrouted I,o:1u.-,:nasonry unit,iin remiat:cd chce.)t M.mk 1%1, ,,.1 Table 3.23A Header Spans fora" Exterior Loadbearing Walls Resisting Wind Loads - 4 1 1 1 1 1 1 1 1 1 1 1 a Vo � h SOA,Lusts ant ill 3C1LUFdJ,'%`2 with the Uriti.-d Soil Class;,-Lill 1o.,1 System. Exposure 13 4 1 1 1 1 1 1 1 1 1 1 1 c .Jobe arcs. ImLkf.11 heiil.t is ific cli!'�rence;n lieie:it adlc Refer to Table R405 I. 6 1 1 1 -2 2 2 1 trriurLnd interior finish ground If tLn:1rC0-I_-l`�"Ie Slabs i>1) 1'11.:Ut N] 2 1 1 1 til i-rd'icni:he ext.-iioi r.n.st i,,qr:)iund ievei to u.-e top orti,i:irll,criir concrete ilia 8 2 2 2 2 2 2 S.-lid g.ot.IrJ�iJl' U 24 'I hme sccold(i is'.Woo 90 100 110 120 130 140 15C 10 2 3 3 3 3 3 2 1 h2;or a dmg-i shall he Ad,�,i,r i�rcci,itfed. (moh) 12 2 3 3 3 3 3 11 2 1 Table 3.240 Header Spans for Interior Loadbearing Walls -* f. �4 Q 14 11 J�:kl LSS-11by be 6 111 pl-oyije�llwcrrum spec1ice corlrrr-�ai,.c stre,ii,tl.J,;onzr_Ic. is 4,�,,'*psi Maximum Tleader,'Girder Spans for Common T,imElcr Species' 16 3 3 4 4 4 3 3 2 1 (Supporting Two center Bearing Floors) 1 4 1 4 1 4 1 4 1 4 1 1 1 2 1 1 - - The itAipality of the connection of the tnp or bottom plate to each full height stud shall be equal to the unit lateral load(w)given ou'raAc 3.5 TABLE R404.1.1(2) (ft.-in_)-) (ftAn.) (R.-in.) (R,-in.) (A.-in.) (fiA0 0`11--in L-lopsf REINFORCED CONCRETE AND MASONRYa FOUNDATION WALLS times half of the header span(1,!2)divided by the required number of full height studs NFM Selected from 3 230. 17 adAssumptiorns: RoofCeiting Assembly D C) -1 6-8 6-0 5-5 5-0 4-7 4-1 4-0 Building Width(ft MINIMUM VERTICAL REINFORCEMENT SIZE AND SPACINGIs. FOR Top or Bottom Plate to Each FallHeight Stud Connection w*(L/2)/NFH 114NCH NOMINAL WALL THICKNESS 8-3 7-9 7-0 6-4 5-10 5-5 5-0 4-8 12 24 MAX iMUM WALL MAXIMUM UNBALANCED Soil GIa_;_Se-Sd _ 2-2x8 9-3^ 8_9 7-11 7-2 6-7 6- 1 5-P 5-3 Maximum H.-aderiGirder Spam for Z HLiGHT SACKFILL HEIGHT, GM,GC.SM,SM-SC and MIL SC,MH,ML-CL end inaroAnif,IA41 'feet) 2X1 0 10-3 9-9 8-9 7- 111 7-3 6-8 6.3 5-10 Comm al-umberSp its I feet) GW,GR SWand SP soils soils CIL soils I It 5 #1 at 48,o.c. 't4 at 49'o.c. 04?it 48' -0 2-2x 12 10-9 10-2 9-2 8-4 7.9 1 6-7 6- 1 Headers Supporting Size Art (ft-in.) (ft.-in.) 41!� 2 2xl 2- 10 2-1 1 -8 6 #4 lit 4,9"wc W4 di 40"o.c, 0 FT 4b, O.C. 3.2xb 11 -4 10-9 9-8 8-9 a-1 7-5 6-11 6-5 --Double Top Plate Floor Enly 3-2x.0 12-7 11 -10 10-8 9-8 8-11 6-3 7-7 7-1 (Center Bearing) #4 at 43"to c 44 Ft 48"c.c. 2-2x6 4-7 3- 1 2-6 ;14 at 4S^0 c 5 94 fit 4-�'to c t4 air 48"cl.c, 04 at 41C'I)c Z 3--'x'2 13-2 '2-6 11 -1 10-2 9-4 R-A 9_0 7-6 • 2-2x8 5-4 3- 11 3-3 6 k4 ill 0'D.C. its FT 48`0_ #5 3t 40'to c 0 4-2)L8 73-1 :2-5 11-2 10-2 9.4 9.7 8-0 7-5 2-2x',0 6-6 4-9 3- 11 7 44 at 40'o c, 01:et 41j"O.C. tri(I at 48'o C 4 - H 4 2x10 14-6 13-8 12-4 11-2 10-3 9-6 8- 10 8-3 1 a 2-2x 1', 7-6 5-6 4-7 5 * .4148'ei.c. #4 at 0,c. #4 at 40",,t 4-2xl2 15.3 � 14-5 , 13.0 11-9 10-10 10-0 9-1 9-8 Hea _J_ 3-2xg 6-8 4.10 4 -0 1 6 44 it 48"o,c. #5 at 4m"o.c. 4t5 at 41)"o c do r- ? a5 at 48'o.c. 96 3t 1 b"o.c 16 at 40"0 L. 0 -Maxiinwri Headero'Girdur Spans fur Glued Lumanatoll Beam 3-<xl(0 9-1 6 0 4-11 9 0�ail 40'o.c. #6 at.10"v t P6 tit 24"1: Full Height 3-2xl2 9-5 6-11 5-9 U #4 at 48'D.C. 44 at 48'o.c 9.5 w 4(, ci -LI) (ft.-in) 0.43) Stud -.Jack Stud, 4-2xti 7.8 5 8 4.8 6 94 at 48' D.C. #5 at 49',1.1 #C,Et 4h'(i3xS.5W 11 ,- 4-2xl,) 9-4 6.10 5-8 9 t,.S at 4b* '16 at 48'ti.,, oil)a U C 15.5 13.11 12-8 11-7 10-8 9-11 9-3 Window 10- 10 1 8 6-7 R #5 3t io,ro c '?6 n-32" 46 at 241"o c 0 I X&R75 o 93 15-6 14-2 13-0 12-0 It- 1 10-4 Sill Plifle h I 4-2x L2� - .0 ammmom� - 9 16 at 40'0 V, iv(i at 241. C. 46 at 16'o.c. MuAiimuoirni HcaderiGirdcor Spans for Glued For SI; I iwi-'SA -- 15-6 14.2 13-1 12-2 11-4 Laminated Beams 2'1 4 -4 roarn,,,I - it a. Mor�.r,hill be Type M nr',and.masorry shall be laid in rannin&bu-jid 30.625 13 15-4 14-2 13-2 12-3 1, A I:cj i i a t i,c rc I n:ii rc i na bar s 12,j Lill paeihgjt,.aving ncquiviilcm -1,; 3XI 1 600 r_ 15- 1 14-0 13- 1 L s-.wf ic nidi area orovinteircen-till pei k..il 17,m of wall shall be je• It- ell rt riferzeineat curs n,,,i c, C 3x5.500 5.4 3-3 2-6 cerj?2 inches. 1xI2 375 14-11 1.1-11 : distance from dIt fax LAthe S&I Side oflie morifer.,cmetir;h, I Lic eI cu,j 3xI3'250 D n 11-1 15-8 14-9 b 3x6.t!75 6_ . 4-1 3.2 3x Is 125 a 13 a 13 ❑ :2 15-4 3x&'50 8-0 4-11 3-10 d Sol I V ILb.."or.i on accordance with the t.11,171 tA Soi?1711Ssi rXILtior 1�ysl em Refer to Tabl,;R44)5 1. 3x9k,t 9-4 5-9 4-5 1ACkfiJ hVight.is'.)�dill',renCe i-.1 heigI 3xI6.5000 U a 0 a 0 a 1 .1 ufthc everior And Lac.icr jiniih gmillne levi:6-IA'Leiv uti inxi-lor cwi.i ere sbb is rovicee,I k r ba:ji VCL Bottom Plate-, --t:- -1 X 11.000 10-8 6-'' 5-1 ha;chll hri!;I�t shall Itic measwoh,i trorr,cir exteii,r fini.t.grnior level to sic top of-be ji(e.lo, slat. 3xI7 b75 a 13 13 D 0 ri 0 0 3x 19.250 13 0 D D ❑ 0 13 0 3x12.375 12-0 7-5 5-9 3x20.625 rl 0 rl 3xl3.750 13-4 8-3 6.4 3x I f.125 14-8 9- L 7-0 TABLE R404.1,1(3) 3x22(100 ❑ CI 11 a 0 a Table 3.24A Vender ins for Interior Loadbearfng WaMls 3JLl 5�51io 16.0 9 10 7-7 R,EINFORCED C,ONCRETE AND MASONRY'FOUNDATION WALLS 3x23.375 ri I] ul 0 11 IA 1_1 Ll ;x24 71(71 13 cl D I C a 1 0 13 a Ixl?.875 10-B 8-3 1 VERTICAL REINFORCEMENT SIZE AND SPACINGb-c FOR 12-INCH NOMINAL WALL THICKNESS I (Supporting One Center Bearing Floor) 3,.9.250 13 11 -6 8-11 MAXIMUM WALL MAX!t�M UNBALANCED Soil claseesd if HEIGHT BA(KFILL HEIGHT,; GIN,GP,SW and SP SC,MH,ML-CL and lilPtSlIniC CL 3x20.625 17. 12-4 9-6 soils GM.GC,SM,SM-SC and ML soils soils 56 875 El 0 ❑ Dead Ilrond Asitumpitions: RooVCeilinp Assembly DL 3x22.00 13-2 10-2 4 #4 it 72'o.c. #.1l at"'.1"U.C_ 13 a la a 0 0 PST #4 it 7?' 5xi 250 5 44 at'2"o.c. 3x23.37! 14-0 10-9 IM at 72'co.c. 44m 12'o c 5x9.625 ri ❑D ❑a 6 #4 at 72"O,c. t,4 at 64' 1)c.Building Width(P..) 14- 10 11-5 1 44 at 48*o,c 3,%24.750 0 #4 at mi,xinixti ul.lovablc Ibcader,'Sircicir spans arc limitod to 16 Irect. 72"O,C. 441 at 49*o c P5 at 56"A T `4 10.500 6. 10 4- 10 3-7 O.C. 44 at 7r it,-,. - 04 at'?2'o.Z TabOalce.header spurns shall be peradttecl to be divided by 0.96,fur fnirning not located within 9 feet 12 - 7 6 Z. of building corlitnis. Maximum Fleader/Girder Spans for 5x6.875 8-7 6- 1 4-6 s, 6 #1 at 7-7, 0,C. 1;14 at 50'o05 7),c.c. rnn Lumbcr S12�c-ie Common ;91 it 64"o.c. s S0 625 12-0 8-6 6.4 ftS at 64'o v #4 2t! 3 C.C. Tabt.haet2 spum assmiae u building buculcd in Exposure B. 9 Sim 13-8 9-9 7-3 14 at 4 S'o.c. 44 a,.32'4,.L. 44 at 4"', D.C. Headers Supporting 5X 11.000 5 - j� -_ -_ _-_ The aurntwr of;uck sittuds requirce at zuzh cad of the header shall be delcirramcd from Table 3.22217. 44 at #4 al:7 c.c. d • 446172, 4 5%12.175 15-5 11 -0 R-2 6 4-1 31 72'o.c, 0 C Tabulated i-alues are lbased on 42 Grade Hem-Fir,and are applicable to spiroies with equal or grca'et One l`1QQr Only 2-2x4 4-4 3- 1 2-6 #4 at 50"(I,k:. 45 at 64'o c Ic 13-5 10-0 7 14 at 56' ),c. F,ane.F frnm the SuIpplealeat(i e.Douglas Fir-Larch,Soutkm Pine,or Spruce-Pros-Fir). (Center Bearing) 44 al 40"(1 c. 176 at 64'o c <-2x6 6-5 4-6 3-8 8 at 04'o,c. 46 at 64'o c #6 at 49':1 c 5x 16 500 1:5 14-7 10-10 9 5 Tabulated s?ans assurric 24F coml>inattor.glulam. 8 P,- 1 5-9 4-8 1 47 ','21'o c. .16 at 40" x 11. 56'o.c. 11-9 2.) ninn.I rrra foot !2,lit irimi1xr of full hojeat studs inequired ul each cud of the hicuder shall be od.-tcrniincd in accordance 2-2x10 9- 11 1.0 17.8"5 15-10 0 5-9 E.rU with I L�blc 3.23C. 5x 19.250 Z) ri 12-8 -A I�trtar hall I,( Type NJ 0,S arid ir3iwiry shall b<laid in njnning.)aiid 6-7 c A fer-live ititilboreing,hAr sizes 2-2xl2 11 -6 8- 1 rl 3 13-7 3%spa, 5x20 625 1119 h3VI11,?-11 CkI1I1V3�cI.J ofFOnforce-nent per I.ned[Jut oI-.kW sh:i.._,v pemi w:d pr,%ilec Lh,. irk�(ict�ul't I.:ron-orcenient J_,t:�,itot zxceed 12 inches 3-2x8 10-2 7-2 5- to L Table 3.2313 Hoader Spans foir Exterior Non-Loadbearing Walls and Window Sill Maximum.11l.wabic tet,y,'girlder lgp&7u exceeds 16 feet,spiarilk are L Veit.l.:zil rcritc-ohrri-tent ihjl:ne n'.he$ rim.of ac,,ill side ur dieu I I to,.--w cc-ier of,ci rival ron-ni-ce-nen:jia�I 1,c 3-2xlO 12-5 Plate Spans Resiisting Wind Loads - Exposure B 8-9 7-2 limited to Last 3-2xl2 14-4 10-2 R-I TAbulatcd spans are based oil k2 Grade llcm-I*Lr,and Fire applicable k lj�stN isic in dLcordan-e will,ill.,Urifird-NOII Clifca(jo:i Svsterri RefeL I(,Ti,.b,L!0(6 1 OWNERSHIP AND USE OF DRAWNM- tospecies with equAl or grcuter Fs and Efrom the Supplement(i.e., '-libi-Iiii h-lAfill heig These drawings orW spoictIlloattlore Including 4-2xg 11 -6 8_1 6-9 :it is tic tll"�.rcri llc;g�it oft1he exivricir and are,i4_,I fitnDherniinillev-_b.%VnZr,.dnirieri,l the ideas, doWgn and arrangernento Douglas Fir-Larch,'-o-atheirn Pine,or Spruce-pine-FL). For 03 bt.ck-0 hetith:sha.]jo measured'rrm the exicnor fill 111 e,','lid lc%k:l kP the top of the interior cuncorcc.slab represented therein, am the Of 1110 17.0 130 14 East End Design Assimilates. E7"N. Part (MPL'- I thereof stwill be copied, divolossid to Three Second Gust Wind Speed 85 90 9 4-2mlO 14-4 10- 1 8-3 (3jade lumber,spans shall be multiplied by 0.?5. 15 4-2xl2 11 -9 1 9-7 Tabulaterl spans assume 24Fuumbination plulam. work or project other than for Which essy Maximum Fleuder!(hirder Snnm for Common Lumber Species Maximum 14mcier/Girder Spans for Uued 3 Tabulated spalis asiunle headers supporting single span floor joists. TABLE R404.1.1(4) have been prepared %ofthout written For hcAdcrs si,.pporting continuous two span flovirjoists tabulated REINFORCED CONCRETE AND MASONRY"FOUNDATION WALLS Consent of East End Design Associates. lArr�inated Beams"-'4 INIMUM VERTICAL REINFORCEMENT-SIZE AND SPACING' U.C. sin (n.-iro (ft.-in.) (ft.-in.) 4 The number cifjR_-kstuds required at cacti clact of the header othall be i MAXIMUM FOR 104NCH NOMINAL WALL THICKNESSPROJECT NO: 1 1x4(11JI) 7-3 6- 10 (1- 5 5-2 4-9 4-5 4- I Soil ClaSS05 d Sizx in.1 spates stall hin. rijitipliod by 0.89. 3x5.500 7-3 5-9 4-4 determired ftom Tab:!3,1,4C. MAXIMUM WALL UN12ALANCED 877-2005 1-2x6(i1ji) 10-7 10-0 9-1.1 8-3 7-6 6-11 6-5 (1-0 HEIGHT BACKFILL HEIGHT- GW:GP,SW and Sc,MR.ML-CL and 3x6.875 9- 1 7-3 5-5 (test) Ittall SP soils GM,GC,SM,SM-SC and ML sods inorganic-c CL soils DRAWN BY: 2-2x4(flat') 10-9 10-2 9.11 8-4 7-8 1 - 1 6-6 6-1 3x8.250 10-11 8-8 6-6 Table 3.24C Jack Stud Requirarnents for Headers In interior Loadbearing Walls 4 44 at 56'n.c #4 at_56'�_,1.,: 414 at 56'D.e CMA 2-2xb WAO 11-9 14- 11 13-5 12-2 11 -1 10-4 9_7 8-11 I7 5 #4a1 S6'o.c #,;at 56'0 c. #4 a*. 56`o.c,Tabulated hmdor spars Shall be permitincd to be divided by 0.96,fut framing not locatedwithin 8 feet of building corners- 30.625 12-9 10-11 7-7 6 44at 56"o.c. 49 at 48"o.c 44 w 40"ox. CHECKED BY: fabulated spans as-amwa building loicated in Exposurc B. 3x11.000 14-7 11 -7 8-8 Roof Span(ft.) 7 a: 56"O.C. #5 at 56"o.c. 41 at 40"c.c. 5 �a-,56"c.c. #4 at 56"o.c. 04 at 48' c.z. SCALE. Tabulated header 5-,)an%arr Lased or, 10 foot wali;heights.For o(aer wall heights,H,the tabuLileAl header spans shall he divid--d 3xl 2.375 13-0 9-9 12 24 36 6 P1 a:56"C.0 #4 it 4b" ' onto o.c #5 at onto1/4"= V-0" by(14!1 Uj"'. 3x1 3.750 n 14-5 10- 10 Header Width 7 04 at 48' o.c. #4 at 32 4 o.c. flo at 56,o.z. Tamlat-d.values are Eased or.02)Graide Hem-Fir,Lind we applicable to species wi:h equal or grrAlff Fr andE Emu the 3xl 5.123 13 15- 11 11 -11 314 4.5" 6" 1 V 1 4.1" 1 5" 1 6" 1 3" 1 4.5" 1#5 at 56' D.C. 05 at 4V D.C. if-, at 56'0 DATE. 09-22-05 1w 16.500 (2 5 1 'T6 5 at_i6'o.c. 04 at 56"o-,: #4 lit 0"o e S U:) )1 1 (4 (4-2x)I (2-2x)1 (3-20 4-2x) 10-22-05 .plerrimot(I c,,Dmip-las Fir-larch, Southern Pine,or Sprucc-Iline-Fir'l. 10 n 13 -0 -2x) 3-2x -2x)I(2.2x)I (3-2x) 6 44 ill 56'o c 441 it[46'o c 44 it i?'o c TI:r iiui&er of full height studs required at each eud of the Leader shall be determined in accordance with Table.1.23C 3x1 7.875 n n Header .2 7 94 tit 56"o.c. 45 at 49'o c 46. at 48"o C 11-03-05 Header Supporting Number of Jack Studs Required at Each End of the Ileaderl 8 44 of 12"D.C. #6 at 4V to c 44 tit 16"o c 50.500 8-8 6-10 6-0 span(10 9 1 0 it 110'o C. #6 al 40'0.(;r 41 at 40'o i, 5x6.875 10-9 8-7 7-6 2 1 1 1 1 1 1 1 1 1 1 1 1 1 nrS* I 6--f- 25.4 moin,I -(mi 304 8.nil, 50.625 1.5-1 12-0 to-6 4 1 1 1 1 1 1 1 1 1 1 1 a %Ioi:al JIL-I-.3c 1�pe M OrSand masn.ryskull�.c scir a-irunringbond. Table 3.23C Full Height Stud Requirements for Headers or Window Sill Plates in b.Altcr-mfivit-rinfoicLigtouf one;pAcir.Fs having ti Exterior Walls Resisting Wind Loads - Exposure B C 5X 11.000 13-8 12-0 6 1 2 1 1 1 sra,i Ij(1ftEe leinforeement ni exceed 112 inc:Ics. -sectinoral area ofreii.foicimcril per linAl loot at'.%all shill be wi-r.l.racc?rm dro!h.- 5x12.375 ❑ 15-5 13 -5 One Flimot Nly 8 1 1 1 1 2 1 1 1 2 2 2 1 Vel`[La btGrade 60'ri.11.11a.111.11c dist-Ince firon tllefJCL%Ali! ire ofllewall-,o tit%:4.4:t,Ierofvcriica!reintnrce,le its)a A. 5x13.750 n 13 indic).(Center bearing) 10-0 10 1 1 1 1 2 2 1 1 3 2 2 6" Wall Stud Spacing(iin.) 5xl5.125 12 1 1 1 t 2 2 2 1 3 2 2 2 Sail cla�x4&=:in accordance was the U.iificd Sck.Claviliu.ii:,r Systt.:, R4.f,.r to Table R-41%1 12 1 16 1 24 4 2 1 1 1 3 2 2 2 4- 3 3 U I ul-riced hae<tol heigh:is uic diffitislice in licligil-I ot,the exterio.all,ii.wrior 6nish gorniii-ir rc%els Witu%:urn in.%;rior concrete;klilisprov,dei 11 c Llibi LrLt.l Number ot"Full Height Stud Required at Emil Maximum allowable header!girder span exceeds 16 feet,spans are I bij-Afill IcsLtht;hFII be rileati-rvil from the exicnor trish grojrd 1,cl(c the lop at,lic imerioi con;:e,v slub. SHEET TITUE. Header Spun(ft.) limited to 16 feet. 16 2 1 1 1 1 3 2 1 2 2 4 1 3 1 3 1 Pond of the Header I 2 i I I I Tabulated spa arc based on#2 Grade Henn-Fir,and are applicable 2 1 1 2 1 1 1 FO U N I N 4 2 1 to species with equal or greater F5 and E from the Supplement(i.e., 4 1 1 2, 1 1 1 3 2 2 2 THICKNESS - 6 3 1 2 Douglas Fir-Larch,Southern Pine,or Spruce-Pine-Fir). for 43(jrdde 6 2 1 1 1 3 2 2 2 4 3 4 3 1. lumber,spans shall be multiplied by 0.75. Two Fluoris a 2 2 1 1 3 2 2 2 5 3 3 1 & A 2 F combination glulaw. (Center Bearing) 10 2 2 2 1 4 3 3 2 6 4 4 3 10 5 4 Tabulated spans assume 24 1 12 3 2 2 2 5 3 3 3 7 5 4 4 REINFORCEMENT 12 6 5 3 Tabulated spans assume headers supporting single span floor joists. (F) COPYRIGHT 2006 EAST END DESIGN ASSOCIATES, LLC. 14 7 6 4 For headers supporting continuous two span flooirjoiqts tahtflatrd 14 3 2 2 2 5 4 3 3 8 5 5 4 ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED TABLES 116 9 6 1 4 spans shall be multiplied by 0 89 9 16 4 , 3 , 2 2 6 , 4 , 4 , 3 R 9 , 6 1 5 , 5 1 UNDER FEDERAL COPYRIGHT LAW. The winiher ill'fill slids,requi.-cd at each end of 1 Where the number of studs equals 1,the header shall be permitted to be supported by a framing anchor attached to the full- headei s)Aill be rermiticd to be reduced in accordance with 4 The number ofjltck studs required at cacb end ofthe bcaJ.-:.shal:be height wall stud. PLANS MAY NOT BE REPRODUCED WITHOUT SHEET NO: ItLe rNturemerts of Section 3 41 4 1 and Table 3.23D determined from Table 3.24C. An equivalent number of full height studs are permitted to replace jackstuds,when adequate gravity connections arc.provided, WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. I Acceptance of these drawings does not authorize the right to build without the authorization G6 of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all Conditions,codes,and requirements with such agencies prior to construction. ENGINEER'S SEAL L L L ------- -T-L-T I I ---------- 5 --7= 7- 77TI—T 71 L— 7 It d it Ii I ii !III If 111111 1 , 1 u !11! llll ;! lll.i !I 111! 'I !! 11 11 L ,I ! I! 1 I; I , I: . I-�-9 C14 ------ it I t I L i if !1 it If 11 !1 1 L I! It it 1 1-11 it it 1 1 ' , I I'l U if I. I. 11ll—_llllll- 9T J il : !l !• I!it I I Ili LL[- I 1 0['11 L I I`I.I11-11, L-11 11 ]i 1'� 1 1! 111 ILI IT-T7,1 11, 11 !111 11.11 if 11 1111 11 T_7 -Tr-11 TT-TF�T1TT- I it 1 1 if !I I! 1i L I I 7TT1 ILif :I ;I ------ 0 1 1 11 11 If 11 1111 !ill !1-[1 !! 11 1111" 111111 lilld flit ll� 1111 Il 11 111 --1- 1 1 .1 I -Uft� -!A 11 11 �H! I! III-1 It kil !I !!'1TT7. r7---;i !I it If h I 1 1! 11 Cl) I I tt-il 1111 11-111 Im it -jit i I I !I" i� I 111 1! 111111- ii I 111 11 i I I �i 11 1 11111 If 1 111- 11 it I �, 1 j 11 11 If li I� 1! 11 !1 il i I I I if I Ij it !i F;' 11 ILI Ij !I k 1111 !Ili I! III It Ul- i 11 Ii 11 if 1111 If (1, Il III; II II It I! I' T T 'I it �l 11 it Ii 111111 it T, II it I I 1 11 111 I. H it �i 11 :1 11 !1 11 h I. !I 11 1111 it li 111 !l!I It I-li I !1 11 it I! !tli I li llll At it I ITIJ I if if I 'i II II ii I -I Z:IL it I , , . 11 I � 'l kill 111� lLIIIIII Ililli 111111 1 I Ills, if I'l I I. L i if I" fill IT� it -LT1 j -T-1 L-1 r1 FRONT ELEVATION U PL� U I RIGH , ELEVATION 0 1 L 'I 7— T F r -1 --=77-- L I yi OWNERSHIP AND USE Of The" drawings Lfand il :ik illli� 771 T FT 77 rep n. on East End Design Aseocj if if 11 If Ii Ii I! ii it iI !i 1111 fill �i 11.11 ILL If 1111 ii 1! it 11 1 tfw�aof OMM be copied, 'I Iit I I If Ill it ill! it lill 11 ]Ill i[ilL. Ill it others or used In conn ii I' It kt! 'i fill][ L I worts or project other t have been prepared wit if il! !I IHIII Ili !I consent of East End 04 II LLC. I t i! II !� II I: .. ' i! Iillit !Ill1! l; l�:-J �I !I�.l I�! © !UJ 11 !Ili I� !i1J.11I1 it11 I ll !' _ �� I I ! II I II I; I I1I I, !I I! !111 fill L 11 If ll�-hll I 1 1 11 Ii 1111 lill 11 Ill] 11 11 11 �1 I it I I] li I 111 i I I if It] it I , l� � fill it lill it 111111 1! 11 �l 1� !I I I li 11 11 11 d 1111 I I I Ill If 11 i �i 11 11 1111 111 it 11 11 If 1! L • f III IL �I 1111 111111 1! i 1 Ll IJ IL • • PROJECT NO: • i, 1 1 1 1 it I I II I� it 1 1 1� !] I! 111! 11 ii I I 1� 1� ILI! 1! 11 1i if 1111-1 L i; I I it !I I I i� 877- -E -E :i if j! I: I T 1 11 h il !! it 111! 11,1,i :I j !I Illill IHI 11 1111-11 —T DRAWN BY: 11 It !I 1� i !11111 fill 11 M! 1� .l 1� �1 Il 111 !11111 111! !1 i� !I lit[ If 1111 d 1 it I I I !I I" Ii i � L il 11 if i; ILL !� 'l k WHI 111111 :: J� I I! I! li��l !� ii �: ! !1 1111 1 f li CMA it I I. II I III illjli-lill 1 .11 If 11 1 1 it wil mi fflIfl lit II I' IIlllil CHECKED BY. I L I if It i 1 1 11 11 Iji I if i I I. f SCAM- Ir 1/40p= f DATE: 09-2' 10-2 01—2Z REAR ELEVATION 02—OE LEFT- ELEVATION SHEET TITLE: ELEVAT (D COPYRIGHT 2003 EAST END DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. SHEET NO: ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not aluthorize the right to build without the authorization Q of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. IL VI,,Tri Joan Becht From: Joan Becht <jebnp2000@yahoo.com> Sent: Monday, March 30, 2026 2:46 PM To: Joan Becht Subject: Pictures 19 r MAR 3 0 2026 , x i j . tTMr d �+ l4 . a A' 4. 'tw 1�yllr 1 Joan Becht From: Joan Becht <jebnp2000@yahoo.com> Sent: Monday, March 30, 2026 2:47 PM To: Joan Becht Subject: 2nd M AR 3 0 2026 Download full resolution images Available until Apr 29, 2026 rig _. j » e I 4 Sent from my Phone t Joan Becht From: Joan Becht <jebnp2000@yahoo.com> Sent: Monday, March 30, 2026 3:08 PM To: Joan Becht Subject: Last MAR 3 0 2026 now a` 777 f% Sent from my Phone 1 Joan Becht From: Joan Becht <jebnp2000@yahoo.com> Sent: Monday, March 30, 2026 3:07 PM To: Joan Becht Subject: 3rd - M A R 3 0 2026 x 1 ■ ay m ! z4 -w t a R� r/ P fl a s ,r r °:t r. `4r 4 Sent from my Phone i i `i � r 't f�4L i rl ( ' � -sit w w xy ��� �a g ���, �� 4� �, � s ����F .� �: �� � �� � `c"; �, �. ,� ;� � .-w h "��' �: °� �, -� z �� "�� ` . ,� � ,. rk ,�a 'w:.a m '� i �a� �,�w a `3 ?y 1r i 'a wm 1 . � . c�IAR 6 i r ;l.t;�lnf t "p 4gi is ®�