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HomeMy WebLinkAbout41818-Z '3� g11fFOt,���� Town of Southold 7/27/2017 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39086 Date: 7/27/2017 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 1155 Jasmine Ln., Southold SCTM#: 473889 Sec/Block/Lot: 69.-3-24.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/17/2017 pursuant to which Building Permit No. 41818 dated 7/18/2017 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: TWO-CAR ACCESSORY GARAGE WITH STORAGE ABOVE AS APPLIED FOR The certificate is issued to Lademann,Kevin of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 105878C 01-26-2006 PLUMBERS CERTIFICATION DATED Ar ignature TOWN OF SOUTHOLD BUILDING DEPARTMENT c TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41818 Date: 7/18/2017 Permission is hereby granted to: Lademann, Kevin 1155 Jasmine Ln Southold, NY 11971 To: Construction of an accessory garage in the required rear yard as applied for. This permit replaces BP#37716. At premises located at: 1155 Jasmine Ln., Southold SCTM # 473889 Sec/Block/Lot# 69.-3-24.4 Pursuant to application dated 7/17/2017 and approved by the Building Inspector. To expire on 1/17/2019. Fees: PERMIT RENEWAL $100.80 Total: $100.80 B spector TOWN OF SOUTHOLD BUILDING DEPARTMENT z TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37716 Date: 12/31/2012 Permission is hereby granted to: Lademann, Kevin & Lademann, Maria 1155 Jasmine Ln Southold, NY 11971 To: construction of an accessory garage in the required rear yard as applied for. This permit replaces 35560. At premises located at: 1155 Jasmine Ln SCTM # 473889 Sec/Block/Lot# 69.-3-24.4 Pursuant to application dated 1/1/1900 and approved by the Building Inspector. To expire on 7/2/2014. Fees: PERMIT RENEWAL $100.80 CO -ACCESSORY BUILDING $50.00 Total: $150.80 Building Inspector FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT -f- (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) �� -� IL PERMIT NO. 35560 Z Date MAY 17, 2010 Permission is hereby granted to: KEVIN & MARIA LADEMANN 1155 JASMINE LANE SOUTHOLD,NY 11971 for CONSTRUCTION OF AN ACCESSORY GARAGE IN THE REQUIRED REAR YARD AS APPLIED FOR. REPLACES EXPIRED BP # 30843 at premises located at 1155 JASMINE LA SOUTH/PEC County Tax Map No. 473889 Section 069 Block 0003 Lot No. 024 . 004 pursuant to application dated MAY 17, 2010 and approved by the Building Inspector to expire on NOVEMBER 17, 2011. Fee $ 201 . 60 4 ----Authorized Signature ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT r� Town Hall .� V Southold, N.Y. ` BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) `3'1 -� IL PERMIT NO. 30843 Z Date DECEMBER 10 , 2004 Permission is hereby granted to : KEVIN & MARIA LADEMANN 1155 JASMINE LANE SOUTHOLD,NY 11971 for CONSTRUCTION OF AN ACCESSORY GARAGE IN THE REQUIRED REAR YARD AS APPLIED FOR at premises located at 1155 JASMINE LA SOUTH/PEC County Tax Map No. 473889 Section 069 Block 0003 Lot No. 024 . 004 pursuant to application dated DECEMBER 7, 2004 and approved by the Building Inspector to expire on JUNE 10, 2006 . Fee $ 201 . 60 Authorized Signature COPY Rev. 5/8/02 U:�?. � �°ik��i•�/ �1t� i i � �: � .S' � ♦ J �fI t�/i f . 'l 1.s� `r 'W�'r '� '�••• 41r .y ry Electrical Inspection Certificate Issue Date Electrical Inspection Service,Inc. Application f _ 1/26/2006 375 Dunton Avenue 105878C t East Patchogue,New York 11772 .mac_ (631)286-6642 - - 4 !moi Issued To: Mr. Kevin Lademann Street: 1155 Jasmine Lane _ Village: Southold Zip: 11971 Town: Southold f Section: Block: Lot: a k• _,. -Coritradtor:-Lademann Electric Inc. Lic. # 4141-E :`< Was examined and found to be in compliance with the National Electrical Code. a ❑ Commercial ❑ NV Defects ❑ Pool Q 1st Floor N Indoor ❑ Basement ❑ Hot Tub Residential 0 Det. Garage X❑ Attic ❑ 2nd Floor 0 Outdoor ❑ Addition ❑ Survey s� 'y,x Switches Receptacles Fixtures GFI Heaters A/C Fans , I4 2�N 5 4 2 Dishwasher Washer/Amps Dryer/Amps Oven RangelAmps Microwaves • '*qr Furnace Oil Gas Circulators Smoke Detector Bell Transformer Meter Amps Phase UG/OH Jacuzzi Television CO Detector ;.;. Bldg. Permit. `x Other Equipment 1- 100 Amp Sub Panel/2- Garage Door pener Receptacle {�• �. Hugo S. Surdi ` President , V nRough Inspection: � y ti. r ,.,•_ w Inspector: Final Inspection: 01/25/2006 tir" Inspector: John McMahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. �?r.� .r��!y��01\!J .�J,_ •sF s o- i � � ♦ 16'1r � \,-e}� L S5�` a �1 it � �1' ♦ ��`0� f .ice �.. �ti..Y:'.d.• S�r�+ ':} � {: Y Y .r FC•��}_ !+�_ .+"ti.f}l _ ..*•s•-,'f' .7::`�.. f r .!'%e � �r.�C�i .t�,'y'�f}4+ 4h, s�'. �. _ 4ti.}. 2 6ti �3 �n� `�{O p .�'s�-`�j1 ="5 �V� �� �,�}^��' •.�i- 1�� �/'`'��,:;�^� 6•�-`��^ '�yyi`°uwr.Y J I "K0 765.1802 BUILDING DEPT. .INSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: c DATE � �� � INSPECTOR � 377 i (o Z ass-iaos BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 0 Z DATE ��� S INSPECTOR SOUr�,o N O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] ASULATION [ ] FRAMING / STRAPPING FINAL 61vj� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) REMARKS: S'[r I o V1u( r� t4& i( 11 vc�uwvl ✓ lv N/9 J lPtip /1"T 0 / M A q) P)n DATE INSPECTOR M FIELD INSPECTION REPORT DATE COMMENTS l FOUNDATION(1ST) --- ' ------------------------------- FOUNDATION(2ND) z ® _/1�,^H-r - - --- U\ 4 H ROUGH FRAMING& l� PLUMBING • H 3 �r INSULATION PER N.Y. y STATE ENERGY CODE 19117' 40 A 6T - --- - :. ✓t tM�i� Cv�� � , lJ� FINAL d ADDITIONAL COMMENTS 1 ®U S� O � m s � I 'y x -- r y b TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Build' plans TEL: (631) 765-1802 3 7-7)6 Planning and approval FAX: (631) 765-9502 Survey E www. northfork.net/Southold/ PERMIT NO. 3 Y� Check Septic Form Lf IS I1% N.Y.S.D.E.C. Trustees Examined 40 ,20 Of Contact: / Approved I qN, 200c�_ Mail to: '/ I S ��K`S/^2 I✓! �(�tLz� Disapproved a/c �v ✓ r�(�� 1(/•Lr / l�/�/ Phone: 766 j 7 7 Y Expiration_ (0 1 i p ,20 n 13uilding Inspector DEC T 2004 Si APPLICATION FOR BUILDING PERMIT �T Date `6Z:_r` f , 20 D —S=� " '' 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 sh,01 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. `1 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 perm it 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. ignature of OWhfit or name,if as corporation) �`.5,�,,�GiJr2titi.a �G19 J/dyTZi d/G1 (Mailing address of applicant) ,State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises 6 l j'� o` e,M,q P?,7 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) r, '43uilders License No. 'lumbers License No. ;1'ectricians License No. Aer Trade's License No. Location of land on which proposed work will be done: House Number Street Hamlet 69 13 County Tax Map No. 1000 Section Z-.?�5- Block_ 19�� Lot q, Subdivision ��, n �—!-� � Filed Map No. „�"{�' `�""Lot" ;- (Name) ,lid ,^_...✓, , .,, 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy. r K 9Z 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost o Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and,extent of each type of u0e. 7. Dimensions of existing structures, if any: Front Rear S S� Depth aZ S— Height = 7e Number of Stories a Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front a y Rear c?, y Depth c? Height Number of Stories 9. Size of lot: Front Rear F0 Depth c-2- 77,J 10. Date of Purchase Name of Former Owner ?�141G �f^7�1�< �nc>��r�.�'T 11. Zone or use district in which premises are situated !2Le 4apa ` r 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded?YES NO '/Will excess'fill be removed from premises? YES NO—Z 14. Names of Owner of premises , e-v r K llojemaiv,Address 1�5���c�sryri�,� �ara Phone No. /65 —177V Name of Architect Address Phone No Name of Contractor Address' Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ✓r * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is thisproperty 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: COUNTY OF �e JaY\l being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, O�He is the v�-- (Contractor,Agent, Corporate Officer, etc.) I of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this applicatie 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. Swom to before me 1 day of 206`4 Notary Public I-Sign,011Applicant BARBARA ANN RUDDER Notary Public,State of New York No.485580; l.luaiified in Suffolk County Commission Expires April 14,—� pF SO!/ryol 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 �0 a �yC®UNTI,� BUILDING DEPARTMENT TOWN OF SOUTHOLD April 5th, 2007 Kevin&Maria Lademann 1155 Jasmine Lane Southold,N.Y. 11971 RE: 1155 Jasmine Ln. (Accessory garage) SCTM: 69 3 24 4 Dear Mr. &Mrs. Lademann Please be advised that your Building Permit#30843 issued December 10th, 2004 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit,please submit a fee of 201.60; at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions,please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. o��oF souryolo Town Hall,53095 Main Road Fax(631)765-9502 P.O.Box 1179 • �Q Telephone(631)765-1802 Southold,New York 11971-0959 O �y'00UNT`1,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD 2ND NOTICE April 291h, 2008 Kevin & Maria Lademann 1155 Jasmine Lane Southold, N.Y. 11971 RE: 1155 Jasmine Lane,(Accessory Garage) SCTM #69.-3-24.4 Dear Mr. & Mrs. Ladermann, Please be advised that your Building Permit # 30843 issued December 10th, 2004 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit, please submit a fee of $201.60; at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. oF soUryolo h Town Hall,53095 Main Road Fax(631)765-9502 P.O.Box 1179 Telephone(631)765-1802 Southold,New York 11971-0959 O �y00UNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD 2ND NOTICE April 291h, 2008 Kevin & Maria Lademann 1155 Jasmine Lane Southold, N.Y. 11971 RE: 1155 Jasmine Lane (Accessory Garage) SCTM #69.-3-24.4 Dear Mr. & Mrs. Ladermann, Please be advised that your Building Permit # 30843 issued December 10th, 2004 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit, please submit a fee of $201.60; at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. *pF S0�/j�,®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 • �Q Southold,NY 11971-0959 D l'YC®UMV BUILDING DEPARTMENT TOWN OF SOUTHOLD April 30th, 2010 Kevin & Maria Ladermann 1155 Jasmine Lane Southold, N.Y. 11971 Re: 1155 Jasmine Ln. / Violation 5CTM # 1000-69.-3-24.4 To Whom It May Concern: Your BUILDING PERMIT# 30843 for construction of an ACCESSORY GARAGE has been referred to me because you have not responded to requests to obtain your Certificate of Occupancy as required by Southold Town code. Pursuant to 144-15A, of the Southold Town Code, "No building hereafter erected shall be used or occupied in whole or in part until a certificate of occupancy shall have been issued by the Building Inspector. Therefore, you have ten days from the receipt of this letter to submit a check made out to the Town of Southold in the amount of $201.60: to renew the building permit, or legal action will be taken against you. Should you have any questions, call the building department between the hours of 8:00 a.m. and 4:00 p.m. Respectfully Yours, Damon Rallis, Zoning Inspector Southold Building Department , - Southold Town Building Department uPFat,�coG P.O.Box 1179 Permit#: 35560 o - 54375 Main Road W Southold,New York 11971 Permit Date: 5/17/2010 py7j ao� (631)765-1802 .� s Parcel ID: 69.-3-24.4 Expiration Date: 11/17/2011 BUILDING PERMIT RENEWAL LETTER FINAL NOTICE Dated: 9/4/2012 Applicant: KEVIN &,MARIA LADEMANN Location: 1155 JASMINE LANE SOUTHOLD Work Description: ACCESSORY GARAGE CONSTRUCTION OF AN ACCESSORY GARAGE IN THE REQUIRED REAR YARD AS APPLIED FOR. REPLACES EXPIRED BP # 30843 A FEE OF $100.80 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: KEVIN & MARIA LADEMANN Address: 1155 JASMINE LANE SOUTHOLD, NY 11971 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. 7010 0290 0002 8966 5645 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Southold Town Building Department �o�o UFF�I'�e4a P.O.Box 1179 Permit#: 37716 53095 Main Rd o ! Southold,New York 11971 Permit Date: 12/31/2012 moo '} (631) 765-1802 Expiration Date: 7/2/2014 Parcel ID: 69.-3-24.4 BUILDING PERMIT RENEWAL LETTER Dated: 8/20/2015 Applicant: Lademann, Kevin&Lademann, Maria Location: 1155 Jasmine Ln, Southold Work Description: ACCESSORY GARAGE construction of an accessory garage in the required rear yard as applied for. This permit replaces 35560. A FEE OF $100.80 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Lademann, Kevin&Lademann,Maria Address: 1155 Jasmine Ln Southold,NY 11971 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold, New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. ilk a SENDER: SECTION. DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse X �- �� e so that we can return the card to you. _ B. Received by(Printed Name) ® C. Date of De ■ Attach this card to the back of the mailpiece, c 7 or on the front if space permits. D. Is delivery address different f it M1.1? d 1. Article Addressed to: If YES,enter delivery address elo ❑No /J � �C✓cin—c����1.2C�,,[���phi`' �9�� 3. Service Type C3certified Mail 13Express Mail ti st-a� rn. /14 . ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes S2. Article Number (Transfer from service labeq 91D l L 1510 0001 "60 c PS,Form 381,1,February 2004 Domestic Return Receipt 102595-02-M-1540 i f ' I Prepared in accordance with the minimum standards for title surveys as established by the U.A.L.S and approved and adopted - for such use by The New York State LoAd 1! I Title Association. _ I S. P, 66- 3s ! J. /, �j F < 0 f rJ- Off. ) � ��� FAY. ��/ 4�• � }. 16 aJ y �Q -o_ G �; 1� , .,•P SURVEY OF - ,.- - LOT F .-LOT 4 4-9 `1 "MAP OF SOUTHOLD VILLAS, SECTION TWO" J2�' A T SOUTHOLD' �'-a TOWN OF SOUTHOLD SUFFOLK COUNTY N. Y. �N 1000 70 01-P10 6 ^° Scales: 1_"=.40' --'. Z07- , Mar. 15,1993 Oi-�`., PEAR 24 1993 L,i..l; Z07- S.C. DEPT. OF HEALTH SERVICES I O / .& v �' SINGLE FAMILY DW -W ONLY EXPIRES THREE YEARS FROM DATE OF APPROVAL 75�43jO' H i r l he locations of wells and cesspools NCO/,e A� 8000 �___� AREA = 20,478 sq.ft. shown hereon are from field observations it OF NE{y O{vER had or from data obtained from others. C_ON�T.METjCy0�� v co SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES The water supply and sewage disposal FOR APPROVAL OF CONSTRUCTION ONLY pp y 9 pa RP s stems for this residence will conform Y N Y.I. -LiC. NO. 49618 !r1 the standards of The Suflolk County DATE NO3 0 19 NO Q PA O'�purllnenl of Health Service's'. PE 'kS P.C. ' r LEVATIONS ARE REFERENCED �/, % ti1�I (.�,' (516) AN ASSUMED DATUAL , �(L '�"""� l F. o. ' -' MAIN ROA r APPROVED SOUTHOLD,,. N.'Y. 11971 - It N%. „ 4 ` < ca 5/ uj uj Jy{ CL (y Q } t �1 �: •��+I , �� � .jy � � � ,�� ��:,.�.......-. j ���" 4-.�h�: t" ice` _v71nt }• i 1� �, f,m-.._F -•• ,,, I�n4t~r.R.�-----" . /$-.� .. - ... - < ""\ 1.-, {t .__ � •�} � ��Fn.-'f(� -�r _` �� t�' �(((�1C.J -f f}.,fi � .._. _. ,. �l.^..'s t•r+.:E 1 >• �r.: !":s x��, _ _ €, �'.� i Y'':`,c +` '� l 4, -->_. V�-'t`t� �. M- __`-{•'.._!-...f.r_`L..�..- -,.�.. x ...� -___..,.-..._.........,.,---___._..._..____.....__.....�.. v.` +.� ... �LA.15 ,�4a^, ? t.,,<rt. }{ _1 �'O ?y ( @ 4 co Ln t P1; d Uj U1 to ` �` T I 1 r L.{ Y #'�. i'' to _ ♦ ! f T LL tom'` !! t,l� F'���1..l C-"S r ,'y -�^��♦�`''`\ I � Q cr_ 1/ -�`x """'+.x � e`' y"/� r j.....� _ _ — ,....._._... _ .._.`\,_,,, tl ''X A: , �.,r ;1+,�7 x�. OCCUPANCY OR `: CA USE � � - r�� IS UNLAWFUL a , _ WITHOUT CERTIFICATE OF OCCUPANCY APPROVED AS NOTED _ I D `'��.; n s , ; . . - _— _ - - --- AT r ,� B.P.# 3� 4• 1Tu FEE: BY: �— f 3 ; I r„;. + : w . . I NOTIFY BUILDING DEPtRTMENT AT a 765-1802 8 AM TO 4+'M FOR THE FOLLOWING INSPECTIO"d;: 1. FOUNDATION - TWO REQUIRED ' ! E FOR POURED CONCRETE ' 2. ROUGH - FRAMING & PLUMBING el. , rt'-_;----- �" ' i _ - 3. INSULATION 4 '- i " ' , i E 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET REQUIREMENTS OF THE CODES OF NE ON L -147 YORK STATE. 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' " ,. s ` � � � r, �t'-$A�� �A G^. i 4 _�. b32254.1 S Slott LL ,i, . s 2 4 t :u' , `'¢' }Y�Nus •> X,�i R m q, " > *'*-' `. ` n `;' , .'tF . , ` . a _ . }R a_ r� ., � . e � _,� e ` * '" a � V am .... .-.,... _.»-is....... w,..:..,x,»..'`.._ ,. ._.,.,» .a...•,.,.'tL�F._a.`�..s -�a� :�. .y':"e«�� �i.�.,.L� a''+.,.« e.,., <t. __,.,+.,j'� .. a +` w, . _ ,..tt .. _ - - _ _ ^ _ __ .,a ., a"... .. - _ _ - _ -_ ,. _ z z ,+-.,eaP-+y ge•"".oa� ,ype^n..,r^ x-. «,�..�>«, � ramesr w"e .^ � -vxr+"p"ni*°ST Mx+-a"�,,.rse�. +�hr. '�`"f"w*�c�.",��a°".e.�,xw.«,r .,.ter-.r.,.r , +b"�^+"s+'4+'P''.tkF'q" `^gF4•°'"`�•CJ'^""" "^+"rocnsmat+r,ws.+n w-u?.nna.e. «...-,nw-w.-+w••• GENERAL CONSTRUCTION NOTES _GENERAL FROM T _G . __ 4 NAILING SCHEDULE __. # _ _ _.. _ _ _ _. ' 1.The information on this set of construction documents is to relate basic design 1.Ah walls,2x4 and 2x6,to be stud grade or better It"o/c All other framing material E _ _, ____�._ _ _� a_ �.. t ITA8L3 1, INCLtJQING 3+3 AND 3 9 Intent and framing details; They are intended as a constriction aid,not a substitute to be#2 douglas Vr or better 1995 SBC HIGH WIND EDITION WOOD F R A iu E c'O N S TR U C T Its N_MANUAL for generally accepted good building practice and empliance,with current New York JOINT DESCRIPTION NAIL QUALITY NAIL $PAC IN G 6 ", state building codes. The general contractor Is responsible for providing standard i 2.All wood framing in contact with concrete or masonry to be pressure treated _ _ _ , construction details and procedures to ensure a professionally finished structurally, y ROOF F A A I11 IN G w~__. _ �� � _ _.N__ 'T d. `"" -� ^_ ._ - w N yT. f I f I j it ' f sound,and weatherprW completed product. 3 Provide double floor joists Under all Wali floor joist an direction RAFTER T E R T 0 TOP P L A T E ry r�T 0 E N A iL E D µe`•0' WALL,3-8 d FIE R R A F Y E R � - - ' y ` Oi 8 parapet t0 j sp rection unless - ; _ _ _ -10'-0"WALL. 4-i3d _ PER RAFTER~ #" m otherwise specified CEILING,10'IS7 TO 70P PtATE '- TOE NAILED y w 8'-D' WALL -8d PER .tOIST 2 General Contractor o Coordinate all sub ContfaCtarS,scheduling Of woric,'and i Y _ M M._�� ----I 0'-0" W A tl „4-8d _ PER JOIST y -+ µ � - ' Z 4.Provide x or solid blockin at a maximum of V-T o/c for all dimensional CEILING Jt?IS T TO P A R A LIE i RARER ' FACE N A iL D x SEE TABLE 3 7 E A D F! LAP - � Interaction between trh�tteri.' _ v_w_ _..._'a~...,..,. .. _„w ,k _w__ _.. _ g CEILING JOIST-LAOS OVER PARTITIONS FACEiVAtIED SEE TABLE S7 EACH LAPe � �M-µ ms } a lumber floor joists £OtLAR_TIE TO RAf7ER FACE MAILED `-SEEABLE-3 {— PER fIE _ � � �j ' d �#40 I '" 3 The general contractbr is responsible for ensuring that all Work and construction, TER _ _TOE N A iL E D µ.._ Y'2-8a E`A C A END Y ti _ .M !i < BLOCKING TO RAF ' s " RIM BOARD TO RAFTER END NAILED- 2-16cc EACH END „ ALL' O •: meets chi exceeds current�ederat,state,and facet codes,ordinances and regulations, 5.Floor construction, /. tongue and groove plywood subfloor Finished material to be _ _ � ._ �.w . _ ._ a_ _ _..� _ __ . . _�.._�. ._ ._ _�_�. . etc. These codes are to be considered as part of the specifications for this building applied over subtloor Glue and screw plywood decking to flora joists n i fin WALL FRAMING _ and should be adhered to even If they are In variance with the plan TOP PLATE TO TOP PLATE F AC E N A ILEE D -� 'µ - PER+f 0 0 7 V� � A r y r l j 6 All window and door headers to be minimum(2)2x 10 unless otherwise specified TOP PLATES At N T E R S E C T iO N S F A C E'h A ILI-D _ - � 4-16d .. Y _ J O iN T S -EACH tO E STUD TO STUD _ FACE NAILED �! ..-- 2-18d�� ' 24' O/C 4,Dimensions stAl take precedent over scale draWings(do not scale drawings) An interior headers to be(2)2x10 unless otherwise specified _- ._ _ v _ R HEADER TO HEACSE`V 'FACE WAILED rF TOP OR 90TTOM PLATE f0 STUD ENO NAILED 2-16d PEAR 2X4 STUD 5 The designer has not been engaged far construction supervision and assumes two 7.Provide full solid blocking under all bearing wails ` a r A -! A ' ;^" *; T"_ -„ µ' -- y -- # ; a 3-16d PER 2X6 STUD responsibility for construction coordinating wits these pians nor responsibility for - _ _ . _____ .__.. _ _. _ _ - $" i >�.._� A-16d PER 2X8 STUD 1,l 1 "i ' BbTTOM'PLA1E'TO-FLOOR JOIST,- construction means,methods,�,sequences,or p'tocedures,or for safety 8.All beams to have adequate bearing at each end or as specified B A N D J O IS T, END JOIST.i S T. O R BLOCKING`')FACE N A rL E p _ , 2.16 d `` . P E R`F O O T precautions and programs In connection with the work There ane no warranties fob a ____ M, __ _ ___ _ _ _ � _ specific use expressed or implied In the use of these plans, - 9 All flush beam and joist intersections to have galvanized hangers FLOOR F R A M r N c _ JOIST TO SILL, TOP PLATE,Oi? bXDER�TOE-NAiLED_-_ - Z4_,i - PEf2 101ST ' E i + BRIDGING TO JOIST _ 'TOE NAILED—NAILED „ _ _ 2-8d _ EACH END_. J1 j 6.Reser to floor plans,exterior elevations,and window schedule for types and size' Of !0 Typical exterior walls and roof to be sheathed wdth',�"exterior grade plywood or BLOCKING T 07 O IS T _ µ W R M_ tT0 E PIA 1L E D _r- � � p 2-8 dY�� `#� EACH END � � y w j 1 windows Ah windows to be A rsen quality or approved equal. 7116"OSB plywood,group 1,APA rated. Plywood to span over alt plates and B L O D K IN G T 0 'SILL O F2 TOP PLATE µ _» TOE N A rt E D �- 3:1-id -, „mow EACH J L O C K� - headers LEDGER STRIP TO BEAM ti �_v FAcE hiAILEO Ty �� _3-idd EACH JOIST ti JOIST ON IEDdER TO BEkU. - TOE AILED ,r µ 3-8Q _ u PER J0l$T , 7.Door and window headers to'align unless otherwise noted a BAND JOIST TO JOIST tE N D'N A IL E 0 §-16 d_ _ _ F E R JO IS 7 w _ - J i 4j} i' 11 Provide InsulationbaffiesateaveventsbetWeenraftera. BAND JOIST TO SILL OR TOP PLATE _1TOE NAILED Mry 2-16dY}p� PER FOOT` 8 General contractor is to ensure that masonry and prefabricated fireplace V _� _ + , ' _} RoofsHEATNING construction meets or exceeds all manufacturer's spedifrc ations and applicable codes 12,Exterior flashing to be correctly installed at all connections between roofs,walls, S T R 1/C TU R A L PANELS - - � � w� "� W... _ 4' ' _ IME'E a E d E' 6j4 it � chimneys,projections,and penetrations as required by approved construction £ EDGES AND A T INTERMEDIATE S U P P a R T s IN THE � �+'-�� -L I "I�U� 8d PANEL FIELD t` 9 General contractor to consult and coordinate with the owhiiler and the plans for i?tll practices _ _.__ . _ _ _ __ ___ -. _ _ . w __, __ w__. _ _ a built in items such as bookcases;shehri 8 - - � > � �•" - INTERIOR xO N E-16"O 1C -"6" A T }�A NE l�E D G E 5 AND 12" ��P pantry, E 8d AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD • 13 Genera!contractor to provide adequate attic ventilation and roof vents FOR ROOF SHEATHING WiTHIN 4'-0" OF THE PERIMETER EDGE O F THE ROOF, INCLUDING C L U D iN G 4'-0" O N £A C H SIDE OF E R O O F P A K, THE 4'-0" IJ #tr'ij 10.Provide hardwared smoke detectors,with battery backup,On all floors and In each - - P E R iM E TE R EDGE ZONE ATTACHMENT R E O U IR E A4 E N T5 SHALL BE USED ,. _ _ .� , � I_i bedroom,verify with local code requirements as per Section R317,New York State 14 Provide appropriate soffit ventilation at overhangs CEILING SHEATHING _ Residential Construction Code Install carbon monoxide detectors as per Code GYPSUM WALLBOARD y _ J _ - _'5 d C O 6 L E R S f' I=D d E T 10" F IE LO GENERAL PLUMBING NOTES _ _ _ _ __ __ _ _ �._..._ _ _ __ _ _ . WALL SHEATHING GENERAL FOUNDATION NOTES, 1 Plumbing subcontractor to be responsible for adhering to all applicable code and STRUCTURAL PANELS µ - 8-d 4'E D G E'ZA iy E • 16" O/C -6-A T P A N E L E b b i_$AND'12'—' _ safety requirements _ _ i _ _ __ _ _ __ AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD - a 8d� INTERIOR ZONE- 16' O/C -6" AT PANEL EDGES AND 12" 1 General contractor to review plans,elevations,and Mails to determine intended , 1 A T INTERMEDIATE SUPPORTS IN THE PANEL FIELD I 1 CO heights of finished floor(s)above typical grade 2 If wall plates or joists are cut during the installation of plumbing fixtures or F IB E R B 0 A R D PANELS -- '7116' 6d 3" EDGE /6" FIELD - M p p equipment provide bracing to tie framing back together - _._. - %2sr32• sd Y 3" EDGE /6" FIELD , . _ _ µ _ 'T Z r-- GYPSUM WALLBOARD' 4 M 5d COOLERS" 7- EDGE-110- FIELD ' - - r+- 2.All footings to fest On undisturbed soli -~ _ _ . --- - -- --- - I d " ' 4'EDGE ZONE - 16" OIC -e"A f J�A N E t EDGE fir AND 12" W d GENERAL HVAC SYSTEM NOTES w HARDBOARD AT INTERMEDIATE SUPPORTS IN PANEL FIELD : w d' 3 Provide'r4"expansion material between all concrete stabs and abutting _ ._-.__ _ ri cn concrete or masonry wafts occurring in exterior or unheated interior areas 1.Mechanical subcontractor Is responsible for adhering to all applicable codes and s C f " safety requirements ' 4 Concrete on 4"sand il~rr gravel fill minimum,with 6x6-10/10 wire mesh reinforcing ' _ Z o Interior slabs to be placed on 6 mil stabilized polyethylene vapor barrier, 2 HVAC subcontractorto fully coordinate all system data and requirements with the � a equipment supplier. n: 5.Provide crawl space vetitilatioh per local code requirements e g Z t-- 3 HVAC subcontractor to provide final system layout drawing and submit it to general 6 General contractor to Install cap-r-tex(or copper)sheet metal termite shields contractor,owner,and equipment supplier for final review and approval Q between all wood surfaces that are exposed to concrete or masonry surfaces, ' NEIN CODE ` 7.Dampproof exter;r of foundation with a bituminous coating as per code and sol TABLE 3.4 " conditions GENERAL WIND PROTECTION CONNECTION NOTES TABLE 3.7 Adapted from Standard far Hurricane Resistant Residen�ai Construeztion;SSTD 10-99 1995 SBC tnGHvvlNb EDITION WOOD 1ss�secl�giwirro�rnp,Iwe>doFR�n CLIMATIC AND GEOGRAPHIC ©ESIGN CRITERIA and 1995 SBC High Wind Edition Wood Frame Construction FRAME CONSTRUCTION MANUAL CONSTRLcnON MANUAL WEATHERING SEVERE RAFTER SPACING 16"O/C RAFTER SPACING 16"Or, GENERAL FLOOR PLAN NOTES Fasteners and Connectors for Wood Frame Construction 120 mph FASTEST WINDSPEED FROST LINE DEPTH X-0" ._ _ __ _ ROOF PITCH ROOF SPAN TERMITE MODERATE TO HEAVY 1.Dimensions shall take precedent over scale drawings(do not scale drawings) 1 A continuous load path between footings,foundations waits,floors,studs and roof 12 20 28 DECAY SLIGHT TO MODERATE framing shall be provided PITCH SPAN(ft) NAiLS 312 5 8 11 14 WINTER DESIGN TEMP. 11 2 All interior walls to be covered with'/"gypsum board with metal comer reinforcing 412 4 6 11 tt � Tape,float,and sand(3 coats) 1 2 Approved connectors,anchors and other fastening devices not included In the 412 12 3 512 3 5 7 ICE SHIELD UNDER- AS PER MANUFACTURER Standard Building Code,Table 2306 1 shall be Installed in accordance with 1260 4 712 3 4 LAYMENT REQUIRED - _ SPECIFICATIONS%STATE C- DE W N 3 Waits common"to arae and house to have a layer of 518",fire rated sum board manufacturer's recommendations 91 3 3 4 5 FLOOD HAZARDS garage Y 9YP 24 6 1212 3 3 4 W at garage side with 5'-0"return on adjacent walls and ceiling Manufactured lumber 28 7 requires 2 layers of 5/8",fire rated gypsum board 3 Metal plates,connectors,screws,bolts,and nails exposed directly to the weather or o 32 ' W subject to salt corrosion in costal areas,shalt be stainless steel or hot dipped 36 4 All bath and toilet area walls and ceilings adjacent to wet areas to have water galvanized - , 512 12 resistant gypsum board,or wall file set on wonderboard or equal 6 a SOUTHOLD BIALDING DEPARTMENT CRITEf�A Z " 4 Where windows and doors interrupt wood structural panel sheathing and siding, 24 1 OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL-SECTION 310 BUILDING CODE N Y S IY DESIGN LOAD CALCULATIONS framing anchors or connectors shall be provided at the top and bottom of cripple ... O studs,header studs,and at least one stud at each side of opening 32 7 USE DWELLING UNiT-SECTION 310-310 2 V C:A f-14 tx ��i LI► i=y -r+�� p MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Ibsf 36 7 2 HEIGHT '.»t " ;.., I I'- (�' '{o {1 ;D-e44.1 r� "t �J d i EXTERIOR BALCONIES 60 5 Ridge straps shah be attached to each pair of opposing rafters except where costar 612 12 3 FiRE AREA (Sf) �� ..,BASEMENT BASEMENT - ;� r% t ' , "° tD A DECKS 40 ties of!x6 or 2x4 lumber is located in upper third of attic space and attach to each pair 16 3 - �"""� Z ATTICS WITH U T STORAGE 30 of rafters 20 4 SQ FT FIRST FLOOR +'-1 ATTICS WITH STORAGE 4 0 6 Uplift connectors shall be provided at each rafter bearing 24 5 Vt Tl C_ ;SECOND FLOOR w ROOMS OTHER THAN SLEEPING ROOMS 40 28 5 2 SLEEPING ROOMS l f� ;.S4FT. TOTAL 3 0 7 Floor to floor hold-downs to be provided every 48,and every 16"within 4'of exterior 36 7 3 TYPE OF CONSTRUCTION WOOD FRAME CONSTRUCTION O CRITERIA FOR CALCULATION O F E A D LOAD corners I 712 1212 16 3 4 DESIGN CRITERIA PRESCRIPTIVE DESIGN - 1995 HIGH WIND EDITION WFCM ..� ACTUAL 1 S UF MAT LS E E C D O A I.A. 8 Sill Plate to Foundation Anchorage Sill plate shall be anchored to the foundation 20 4 5 FRAMING ELEMENTS SEE FLOOR PLANS AND SECTIONS ARCHITECTURAL GRAPHiC STANDARDS with anchor bolts having a min bolt diameter of 518"and 3"x 3"x 1/8"washers A 24 4 6 DESIGN LOAD CALCULATIONS SNOW minimum of one anchor bolt shall be provided within 6 to 12 inches of each end of 28 7 WINDOW AND DOOR SCHEDULE GROUND SNOW L O A D 4 5 I b s each plate Anchor bolts shall have a minimum embedment of 7 inches in Concrete/. 36 6 8 LOAD PATH SEE SECTION A r f c i _ masonry foundations Anchor bolts shall be Located within 12 inches of comers and at ' spacing not exceeding 4 feet on center 9 NAILING SCHEDULE PAGE 9D' U- , SEISMIC -~--~--~ ----�--- — 10 EGRESS SEE DOOR R WINDOW SCHEDULE PAGE 14 DESIGN CATEGORY B 11 PLUMBING RISER DIAGRAM Fi !a-11 r ra t' t•c> t i t�{ -/f•33 p t-(c� ", WIND THESE NOTES ARE GENERAL CONSTRUCITON NOTES THEY ARE NOT -� W iN D SPEED 120 m h SPECIFICALLY WRITTEN FOR THIS PLAN THEY ARE TO BE CONSIDERED AS EXPOSURE CATEGORY B GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR �� ti� o GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS "., � r r ,• LU LU �.� 032264-1 �I - a9OFESS10" lb A • _ RIDGE RAFTER - Y _O j o USP RS250 AT 21 LL . - � 110 } f, A RAFTER/RIDGE/RAFTERwHcry i KING STUDS _ } RAFTER - _ ' RAFTER -fl STUD RIDGE USP RT16 OR(2)RTT i RAFTER -----M -C� *` " • HEADER -0 TOP PLATE____ TOP PLATE i I USP RS250 AT 21 — USP RS250 AT 1$" USP RT3 USP RT20 USP LS OR TMU IES WALL STUD USP R5250 AT 12" WALL STUD CONNECTION USP PRODUCT NUMBER JACK STUDS -0 A RAFTER/RIDGE/RAFTER WITH CT` RS250 21" j i ! s RAFTER/RIDGE/RAFTER WITHOUT CT RS250 21"+LSSH179 ` B RAFTER/PLATE/STUD RT20 RAFTERIPLATE RT16 or(2)RT7 ' - PLATE/STUD RS250 18" C HEADER/STUD RT3 _A1 RAFTER/RIDGE/RAFTERwocTB (--_E_RAFTER/PLATE/STUD. w _ RAFTER/PLATE _PLATE/STUD C ' HEADER/STUD HEADER/JACK HEADER/JACK STUD RS250 12" co D I FLOOR TO FLOOR KLFTA or RS250 36" (y_ N E STUD/PLATEISILL RS250 36" a O STUD/PLATE RS250 16" Z PLATE/SILL MP6F LU q. 1 F ANCHOR BOLTS IST1316 IY — r j G POST ANCHOR FOR DECKS IPAU SERIES POSTANCHOR FOR COVERED PORCHES ICBE SERIES Z 0 w ' 1361 OR 2X4-16"OIC COLLAR TIES MIN ; Q Y Z r, ! Y � ,ar.y W POST - � r USP CBE ' 'F *i ' # i • ( PC FOOTING r: 2ND.FLOOR WALL STUD . ` 2ND.FLOOR WALL STUD --- CO 1ST.FLOOR WALL STUD- 1ST.FLOOR WALL STUD ay w 2ND.FLOOR G POST ANCHOR FOR COVERED PORCHES W 2ND,FLOOR PLATE - _ SUBFLOOR A SUBFLOOR '1ST.FLOOR PLATE --- 1ST.FLOOR PLATE RIM BOARD' RIM BOARD SUBFLOOR SUBFLOOR ' P KLFTA 3 _ Z U USP RS250 AT A S _ USP RS2S0 AT 36' - USP RS250 AT 16" RIM BOARD RIM BOARD O IST.ST.FLOOR TOP PLATES 1ST.FLOOR TOP PLATES -=` DOUBLE SILL PLATE POST u- DOUBLE SILL PLATE USP MP6F _ pJ IST FLOOR WALL MD IST FLOOR WALL STUD - - FOUNDATION WALL - - FOUNDATION WALL --- - £3 'USP PAU w ` '' ° a•d A M t 6 . • ♦, •. P.C.FOOTING- r`� O Lv ' f i 4 FLOOR TO FLOOR D FLOOR TO - __ _ LA __ I r _ _ _ � ! —_- _ _ _ L r__ _ . -- -— -_ _ ___--- -- _ r STUD/PLATE/SILL E ` STUD/PLATE PLATE/SI L �` G , POST ANCH R FOR DECKS Y < • Q si ,� r 0 $� 032 y. °sem -...--.+r a.-.,.+a.•- ...._ _ .. -�.,+.�.....-....--_ r--- ._—r .rte, ..,.,.,-,- ._ _......, <.s..,.. ...�-.,,- ..._ '_,^.+^sr=,..e... .... _..--.-..-.0 R Iy _ ` STRUCTURAL WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION r ; _ FOR WALL OPr NING PROTECTION OFlso MPH 3-SECONDwlNp Gusrs - I W IN D O W AND DOOR SCHEDULE (MAXIMUM MEAN ROOF HEIGHT 35) _ --j _ ,» •. r __ _ ._„ __ __ __ _ — _ _ _ _ {i}f`' _d ,..__ .»..____..........._... .._ _ r i • iumm " ' 1 x ® M • ii -- MULTIPLE SECTION ASSEMBLY 1/4" ��� Z H_�� R _ K �►i THICK BOLTS @2'OC 1 Qc.�'0a c tom{ U}{ / 74,' 10 I < 1{0 1 -- tw 1) ! ,<= IR Y�aL�'Ct"TWFMfd44r'8'G'"►4YC7•TT°"'P`.�.,°"I {"hy/VSJY{d+rN,M L.IE. P..P„R(}--111 f3°"`E CA_LCULATIONS FOR WINDOWS BASED__ UP'ON­EX-POS^_URE B _ t 1 1 I iI I - - _ IMUST HAVE DP UPGRADE KIT. 4 _COEFFICfENT 1.0 WITH i20-mph BAStC WIND SPEED `AS PERP - ---# -_ _ - E tMEETS NY STATE EGRESS REQUIREM-ENT_S TABLE 301.2 (2) NEW YORK STATE BUILDING CODE. M1FOR HABITABLE SPACE. ��', CUSTOM_ G_RILLES -BEE ELEVATIONS WALL OPENINGSTINCLUDING WINDOWS AND DOORS SHALL-BE PROTECTED WITH REMOVEABLE5/8" WOOD STRUCTURAL_PANELS_­____- WITH MAXIMUM OF 8'-0", SPAN.- FASTENERS FOR SPANS-UP' TO.6'-0"'S_HALCBE' 2 1/2 -'# 8 WOODvSC_REWS_AT 16" O/C,YFASTENERS FOR'SPANS UP�TO8'-0"4SHALL 8E 2 1f2" -#8 AT 12" O_ /C 'TABLE 3012 1.2 f ,ALL FIARRC)LI_NE WINDOWS MUST USE. I1/2"-HEIGHT SILL STOP '(OR STOOL) AND THE ADDITION6F-41/2" X 314" DP -UPGIRADE__SILL STOP. (SILL STOPS_ TOTAL A 1-1%4" rHEIGHT-AND REQUIRE THE INSTALLATION 4F'A SPECIAL SASH LIFT INCLUDED WITH DP U'PGRA_DE SILL:STOP KIT ) a_ __ _____ _ ___ _ P I __ __ _ _ i __� -- _ _�____ i _w --______x �I �) _ _ _ f _ _-_ _� _ � rALLvUNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED, ANY MULLED UNITS MUST MEET OR EXCEED 1 5 TIMESTHE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS T_O TH- E P2'OUGH OPENIRG -SUBSTRATE.~ALL EXTERIOR-v__-~_- __ GLAZING MUST MEET ASTM E- 1996 TEST_REQU10-EMENTS ASPER NEW YORK STATE_R E SIDEN71Al CONSTRUCN' TIOCODE E4-FOR-ALTER-NATIVE ;REFR 70 SECTION R 1609.1 OPENING PROTECTION. 00 _ _ . � n Ao Z ti ti SHUTTER_ASSEMBLY_ W vv' m FOR PANEL SPANS:0<4'-0"WIDE SPAN TABLE 1609.1.4 p } a 23132"APA SPAN-RATED 4$124 SHEATHING GRADE PLYWOOD(OVERLAP AROUND OPENINGS 4") O z'o USE AC GRADE W/2 COATS EXTERIOR PAINT 2 SIDES,4 EDGES - LABEL ACCORDING TO LOCATION co , $ ASSEMBLY I cO ATTACHING STRUCTURAL PANEL*FASTEN TO BUILDING w/#$x3"(w/WASHERS)GALVINIZED OR t STAINLESS STEEL WOOD SCREW @ 16"0 C OR BETTER { ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING #10 TEE NUTS ATTACHED TO BLDG wt#1 Ox 1 Y2"(W/WASHERS)MACHINE BOLT @ 12"O C WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO,THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAIVING A MINIMUM WITHDRAWL CAPACITY OF 490 lbs SHUTTER ASSEMBLY N.T.S. n cn -0 FOR PANEL SPANS:4' "OR WIDER SPAN V•� w I - NOTE AND ASSEMBLY IDENTICAL TO 0<4'-0"SPAN "• Z NOTE ADDITIONS w U 2x4 STRONG-BACKS @ 24"OC (9 Z_ A 0 ASSEMBLY: O 1) PREASSEMBLE PLYWOOD TO 2x4'S #10x3"(w/WASHERS)GALVINIZED OR STAINLESS STEEL � WOOD SCREW @ 12"O C w p • ALTERNATIVE FOR OPENING PROTECTION Z WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"AND MAXIMUM PANEL SPAN OF 8'-0" w SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS PANELS � SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED O (REFER TO SECTION 1609 1 4 AND 1609 6 5 AND TABLE 1609 1 4) �'�r � [1`y� "A rj • TABLE 1609.1.4 ya y WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS }t. C FASTENER SPACING INCHES m � ��_14 � ' PANEL SPAN <Z' 2'-0"< PANEL 4'-0"< PANEL 6'-0"< PANEL G �} � FASTENER TYPE 0" SPAN c 4'-0" SPAN <$'-0" SPAN < 8'-0" F� C1322I G� 2 112" #6 WOOD SCREWS 16 16 12 9 PLUMBING DIAGRAM ESSIO%P�! .,.a 2 1/2" #8 WOOD SCREWS 16 16 16 12 - _ —_- - ---------- - - --- --- — NTS A THIS TABLE IS BASED ON A MAXIMUM WIND SPEED(3 SECOND GUST)OF 130 MPH AND MEAN ROOF � v– HEIGHT OF 33'-0"OR LESS B FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL Nf C WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO,THEY SHALL BE � ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHDRAW! CAPACITY OF 490 LBS _ 1