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HomeMy WebLinkAbout40674-Z ��O�g11FF�j,�coGy Town of Southold 1/25/2017 a P.O.Box 1179 o • 53095 Main Rd y,�y01 0�" Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38793 Date: 1/25/2017 THIS CERTIFIES that the building DECK Location of Property: 840 Bridle Ln, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.-8-16 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/28/2016 pursuant to which Building Permit No. 40674 dated 5/6/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING REAR DECK TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Jacobson,Roni of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED LOLA,w� t o ' d Signature %offal TOWN OF SOUTHOLD ago r- BUILDING DEPARTMENT TOWN CLERK'S OFFICE c+ SOUTHOLD, NY 0 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#: 40674 Date: 5/6/2016 Permission is hereby granted to: Jacobson, Roni 175 W 73rd St#2J New York, NY 10023 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 840 Bridle Ln SCTM # 473889 Sec/Block/Lot# 102.-8-16 Pursuant to application dated 4/28/2016 and approved by the Building Inspector. To expire on 11/5/2017. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $554.40 CO -ADDITION TO DWELLING $50.00 Total: $604.40 Building Ins Fot m No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. C6py of'Certificate-of Occupancy--$:25 - - - 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. Old or Pre-existing check one New Construction: g Buildin g ( ) Location of Property: �� �� 6 � (''1 �-�^'► 0 �V House No. Street Hamlet Owner or Owners of Property: rznn o h 1 TA c 0b0d :(Gt 6/y*- Suffolk County Tax Map No 1000, Section 0 Block O Lot I Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) 0 Fee Submitted: $ '51J') Applic Signature J � coUMY,� TOWW OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [' FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL { ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE aG1� 1G' INSPECTOR ` `+'' l V 1 # # cout 1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 SULATION [ ] FRAMING /STRAPPING [ FINAL . [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: o-z. looe�r DATE ®� G INSPECTOR ` SOplyo N o �ycOUNTr,a TOWN OF SOUTHOLD BUILDING DEPT. 765-1502 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLSG. [ ] FOUNDATION 2ND [ ] IN86LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) r REMARKS: P '1" R'IS ow IB rr o ju o nN hn VS i G " � W I DATE l INSPECTOR TOWN OF-SOUTHOLD BUILDING DEPT, 765-1809 INSPECTION [ ] FOUNDATION .1 ST ROUGH'PLUMBING [ ] FOUNDATION 2ND SULATION S FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTiNT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) ]-CODE VIOLATION CAULKING REMARKS: VgAmuyf�, �?nnf� 1�,ol vr� Lfo wr C44 pxs�g-� uu DATE INSPECTO • I miZi c. fIMUL,ATION. - x / It 1 .I. • r • • \ice rr TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 Survey SoutholdTown.NorthForLnet PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined S ,20, Storm-Water Assessment Form 40— contact: Roni Jacobson Approved 2Mail to:840 Bridal Lane Disapproved a/c Cutchogue, NY 11935 Phone:917-386-5983 Expira i 20 DWOVE DBuild ns or OR 2 R 2016 AppLICATION FOR BUILDING PERMIT RL'WING DEPT Date April 27, ,2016 TOWN OFSoUTHOLD 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,ho g cod d lations,and to admit authorized inspectors on premises and in building for necessary inspections. ( ignature of applicant or Idme,if a corporation) PO Box 1254 Jamespot, NY 11947 (Mailing address of applicant), State whether applicant is owner, lessee, agent, architect, engineer,general contractor, electrician,plumber or builder STROMSKI architecture, p.c. is acting as the architect for the deck addition Name of owner of premises Roni Jacobson and David Feldman (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer Robert Stromski AIA- president (Name and title of corporate officer) Builders License No. Plumbers License'No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 840 Bridal Lane Cutchogue House Number Street Hamlet County Tax Map No. 1000 Section 102 Block 8 Lot 16 Subdivision Highland Estates Filed Map No.6537 Lot 19 f b• 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single Family Residence b. Intended use and occupancy Single Family Residence 3. Nature of work(check which applicable):New Building C] Addition Q Alteration0 Repair RemovalDemolition Other Work Exterior deck addition (Description) 4. Estimated Cost-$26,000 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units N/A Number of dwelling units on each floor N/A If garage, number of cars N/A 6. If business,commercial or mixed occupancy, specify nature and extent of each type of use. N/A 7. Dimensions of existing structures,if any:Front 58.3' Rear 58.3' Depth 29.3' Height N/A Number of Stories 2 Dimensions of same structure with alterations or additions: Front 58.3' Rear 58.3 Depth 47.4 Height Not Changing Number of Stories Not Changing 8. Dimensions of entire new construction:Front' Rear Depth Height Number of Stories 9. Size of lot:Front 182' Rear 143' Depth 271.36' 10. Date of Purchase�4-d mem, Name of Former Owner 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law;ordinance or regulation?YES NO XX 13.Will lot be re-graded?YES[I NO2_Will excess fill be removed from premises?YESFI NOJ[ 14.Names of Owner of premises Rom Jacobson and owd Feldman Address 175 w 73rd ST 2-J NY,NY 10023 phone No. 917-386-5983 Name of Architect STROMSKI architecture, P.C. Address Po Box 1254 Jamesporc,NY 11947 Phone No 631-779-2832 Name of Contractor 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. 18.Are there any covenants and restrictions with respect to this property? * YESE NO2_ * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF GO Fl)LVA Robert Stromski AIA(STROMSKI architecture,_Ac being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Architect (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to ppfore me this 7�+'!�. day of IqP 20_1_b Notary Pub kc DORIS E.SPAHR Signature of Applic Mary Public, uc liS tate of New Yorks,. Qualified In Suffolk County 60mmission Expires February 4; 20J.� Scott A. Russell ,��°Su 'r(6 ST0]EZMWA\TIE]k SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 O 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOS THIS PROJECT XNVOLVIE ANY OF THE E ]FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑[�] A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑� C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑[� D. Site preparation within 100 feet of wetlands, beach, bluff or coastal \ erosion hazard area. ❑m E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date DQistnct �J NAME. d M Cj 22 V 1, / 7-7 p`mn e5 coon Block Lot ****FOR BUILDING DEPARTM �NLY**** Contact informat)o 31 77 Z 3 Z. Cretephow\umber) Reviewed By: — — — — — — — — — — — — — — — — Date: Property Address /Location of Construction Work: &Approved — _ _ _ _ _ _ — _ _ _ _ _�� '��IO for processing Building Permit. tormwater Management Control Plan Not Required. ® Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 pa -/ TOWN OF SOUTHOLD PROPERTY RECORD CARD LLQ�Lo c� OWNER STREET Z VILLAGE DIST. SUB UOT 3 � —T o?f li-e ACR. REMARKS citt t TYPE OF BLD. /V/ 40,qien 41-2 5a4 6/OL03- �e-r it 60�- PROP. CLASS ihv I o2�0 -)f I -1:5uk +p Ooxf-!;?Dn �� , - Azc_l 64v�I ��)- 2/1(, 0;�- L LAND IMP. TOTAL DATE -7�o 7 56-qf)-70 e v A o 4v Fo ar) wit'-' 0/4,0 1, Acl /S�,- L 12-F67�10 000 FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND BULKHEAD HOUSE/LOT TOTAL 1:10100 TOWN OF SOUTHOLD', PROPERTY- -RECORD" CARD OWNER on+f STREET VILLAGE E ACR. D'IST. (LU LOT r0 FORMER-6WNfR kl-cnoeq ,Iv,f 1 w,i e r 4-- S W TYPE OF BUILDING A VD /\6,q V 6 9 jv RES. SEAS. VL. g FARM COMM. . CB. mics. Mkt. Value LAND IMP. TOTAL DATE REMARKS 600 Ag p_,NzIGc;-r?I -m, La.-`Ts IR 4 21 cle_—V r/r 414_,JA /coo. /cel l d3P t45 tor -40 wn �41 I Ll 15a9 (10 0) 10/14q3- I(Osoo aas'- Cnop-o'no,of 5� v�> Tillable FRONTAGE ON WATER FRONTAGE ON ROAD Woodland Meadowland DEPTH /9 V House Plot BULKHEAD Tota I 40, OLOR TRIM Gi� s're FGe q Y„Ty "„ ._ �� .; •;fl:i ,res.. ii,� .. — - — .a• s'arE'�v,. •. t•\''.+zv_1��. .�✓."� �(� ..�y +Tv Yr ;.�...v{� ,,R"'+»':..�a �:�`il. `'� '"���2:` •�.! ... .:. 7."ox. t:.}�,y1.,�1a„+�,t�`$��.'•'�"�?.�wa"_�}��}'•:��a�j3» '1-} �ai,���`'L,i. �,.... - _ N .: ,ry.�.-s�Y;p�,,::f;�-�, ;. :�wrs.`_i:°.,�,y:.yyy7{fir^ ?tt�..'. } ,�'i• ��; - "� ! 102.-8-16 10/08 0 °` svM -B3l 19 77�Ag. 6" 1 rq Exter • 4 o _ �'il� s -., � � •%Y� s�- is 0:�, � ',;�' r� •i,y s' • tt .. !a�2��_, "4.. +r'hAow' _ ■ick r rot,/,_� � •.\ .- y ��-'��F'� `�' �s• ..' Jai( � i e - -:- .-'' :. ..ar(r' :k •,;� �.: 44, ' .; '.t •-i - .fit•:it �' w bA t _• y .. r Ar; ;_ ,- - Vie, �u ��' • i\ Z • ,z I 1/''' tow N 47 ,'tom 4w N ` �' + A f ti \ j r L' M3 L- n 3r a4 '� � F:• f L y • LLQ -'� ��4. � �.` M1•� ' .:, \` 'MSM* : 2�1 SURVEY OF Ab LOT t 9 IAP OF HIGHLAND ESTATES FILE No.6537 FILED APRIL 26, 1977 SITUATE CUTCHO CUE p ; TOWN OF SOUTHOLD SUFFOLK COUNTY , NEW YORK S . C . TAX No . 1000 - 102 - 08 - 16 SCALE 1 " =30' JANUARY 27, 2016 Co' AREA = 41 ,271 sq. ff. A' 0.947 ac. 144 d d° �O� 1Y O'TES: 1/V 1 . ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM / O EXISTING ELEVATIONS ARE SHOWN THUS: XXX / F.FL. - FIRST FLOOR d S° klo� X d ` ° / p d e G° \ X00 <1\ \ A d p d \p \ p \ d d .° 4s.sX I: /o ° d d.G O rto �a !y9 fir\ \ e G. \ 4 �\ 1 �5 \ ,2.6 / �o \ -� \ 52.5 O°� �'�� � s 61, d 51.8 �°°o �� (31� 47.2 0d"�o � �� �0 \ St O� P�' " , �'., O• '� � F• y °� 'h ..x52.0 Q' ` y9i \ 48.5 19 �j 48.4 n \ 0 48.1 °O - Q C� p fG I 2. .'"..,: ..""51. �G C9 61.4 O Qa �Q {Ci ` 48.5 J \ 7 / (7 0 0 48.7 1p w �ti s2.1 Q¢�Q Q. P Q so.2 0 � \� 59.6 O '.".". :. C' O 4 1 �� Q�0 57 0:,` . . 50.7 o °� 9.7 \ 1 49.:2 N \ O /61.6 OZ� GJ�G� 29 X d 5z S G °�sTO 60.4 X X 60.2 RtiCC\�F�y 0O� X r.3 X 57,0550.5p �\i�� \ PREPARED IN ACCORDANCE WITH THE MINIMUM qy �CC � �� BY THERDSA.L..S.FOR IAND PPROVEDITLE SURVEYS AANDSADOPTED© °` X c<4�� `O� 52.9 � FOR SUCH USE BY THE NEW YORK STATE LAND x \\ 59.3 �O 9j 51.6 � TITLE ASSOCIATION. X C, X OQ - s d 0 62-5 141 11<0 O'LTy 4F' 58.8 0/;1 GG' i�, '9 yF �� ` 62.2 57.1 N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION 64.0 �/ TO THIS SURVEY IS A VIOLATION OF "O O� SECTION 7209 OF THE NEW YORK STATE 3� d tt. j °� EDUCATION LAW. S 1km'a-_R-han Taft C"Aorwin III C°� r O o�P��vQCOPIES OF THIS SURVEY MAP NOT BEARING r: ".l THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED Land zsurve% AFor TO BE A VALID TRUE COPY. 62.8 CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isoksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. In e no L.S. LENDING INSTITUTION LISTED HEREON, AND P 9 9 TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. Title Surveys - Subdivisions - Site Plans - Construction Layout PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 36 -008 Koo I MIN Tto ON OR P6_ lt P�_ IliIIIIIJ1 I Ll - EL. Awl F4 1% 1 1 N _..._ 7 ;d APP 0 E AS OTED �.-Y�... ",.._,. ;\ 41 W DATE: 6.P.# architecture, ,c. FEE: BY: NOTIFY BUILDING DEPAR ^11E AT P.O.BOX 1254 JAMESPORT,NY 11947 765-1802 8 AM TO 4 PM FOR THE PHONE(63I)779-2832 FAX(63I)779-2833 NEW "w Rff FOLLOI�liNG INSPECTlUNS:oLTTE CUJ C J 40 BRIDAL 1. FOUNDATION - TWO REQUIRED v � 7 FOR POURED CONCRETE E i 2. ROUGH - FRAMING 8, PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE CI IMATIC AND GEOGRAPHIC DESIGN CRITERIA REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR SUBJECT TO DAMAGE FROMICE SHIELD DESIGN OR CONSTRUCTION ERRORS. GROUND WIND SPEED SEISMIC WINTER DESIGN FLOOD UNDERLAYMENT SNOW LOAD (�) DESIGN CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY TEMPERATURE REQUIRED HAZARDS 1 361 MODERATE SLIGHT TO II YES N/A To HEAVY MODERATE COMPLY WITH ALL CODES OF 20 120 B SEVERE NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF NE a ' Proposed Deck For: TABLE OF CONTENTS •--•— -- FLOOR AREA5 EXISTING PROPOSED ADDITION TOTAL A-1 - PROJECT INFORMATION/PLANS DECK SQUARE FOOTAGE - 144 SOFT. 742 SOFT. 886 SOFT. i "E :. Jacobson Residence a Q^CUMNICY OR USE. IS UNLAWFUL � PRESCRIPTIVE DESIGN METHODS 171THCUT CERTIFICATE 120 MPH WIND ZONE5 OF OCCUPANCY INFORMATION TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO - I FAMILY DWERETAIN STORM WATER RUNOFF LLINGS (2001 EDITION) PURSUANT TO CHAPTER 236 ALL TABLES, FIGURES, AIID SECTIONS REFERRED TO BELOW CAN BE FOUND ON SHEETS W-1 AND W-2. OF THE TOWN! CODE. DESIGN LOADS 1. FLOOR AND ROOF DIAPH?.,'+GM BRACING REQUIRED. PERPENDICULAR BLOCKING AT 4'-0' INTERVALS (MATCHED WITH SUBFLOOR EDGES) MUST BE PROVIDED WITHIN THE LAST TWO I ( Cut Bridal Lane USE LIVE LOAD 1L.B/SQDEAD LOAD ELB/50FT.] BAYS OF FLOOR AND ROOF DECK SHEET W-1 DRAWING 2. utchouge NY I I935 FT.] 2. UPLIFT CONNECTIONS REQUIRED AT EACH RAFTER, ST, AND STUD CONNECTIONS. EXTERIOR BALCONIES S.C.T.M.# 1000-102-08-16 601 10 JOI PROVIDE I-I/4' X ZO GAWE METAL STRAP FASTENED AS PER SHEET W-I TABLE 3.38 AND DECKS qp 10 I 15 W_2 3 REVISIONS PASSENGER VEHICLE GARAGES 50 10 I A 3 3. LATERAL AND SHEAR FRAMING CONNECTIONS MUST BE IN ACCORDANCE WITH THE 9 ATTICS WITHOUT STORAGE 10 10 NAILING SCHEDULES OF SHEET W-1 TABLE 3.11 3.3A. I I O ATTICS WITH STORAGE 20, 10 4. 14OLDDOWN ANCHORS TO BE PROVIDED AT THE CORNERS AS PER FOUNDATION PLAN 5 OTHER THAN SLEEPING ROOMS 40 10 SHEET A-2 AND SHEET W-1 DRAWING 1. ANCHOR BOLT5 ARE EMBEDDED IN THE Ib'-0' '-0' 9'-2' O ' ROOMS SI LATE. FOUNDATION AND BROUGHT UP THROUGH THE LLP SLEEPING ROOMS 30 10 5. ROOF, WALL AND FLOOR SHEATHING FASTENING SCHEDULES ARE PROVIDED ON SHEET STAIRS 10 W-1 TABLE 3.1. GUARDRAILS AND HANDRAILS 200 100 6. ROOF CLADDING AND WALL CLADDING 70 BE FASTENED AS PER MANUFACTURERS I G ( I I I � GUARDRAILS IN-FILL COMPONENTS 50 10 SPECIFICATIONS. 401 10 FIRE ESCAPES 7. RIDGE STRAPS ARE TO BE PROVIDED WHEN COLLAR TIES ARE NOT PLACED WITHIN THE I O (STING DECK FRAI'ii UPPER 1/3 OF THE ROOF FRAMING. STRAPS TO BE FASTENED AS PER TABLE 3.4 ON SHEET i;z j 3 O ! W-2. LO j � €€ 6. ALL STRAPPING CAN BE INSTALLED OVER 5HEATING ONLY IF THE FASTENERS IDENTIFIED I 6 IN THE NAILING SCHEDULES ON SHEET W-2 ARE INCREASED IN SIZE AND LENGTH BY THE 6' X 6' ACO POST WITH WIDTH OF THE SWEATING SUBSTRATE BEING USED. I AB66 POST ANCHOR (PROVIDE 1/2' ANCHOR BOLT) F-4 ! Jt `IA ---- 15TING EXTERIOR OF HOUSE (STING CHIMNEY TO REMAIN F-3,1- j 0 TIE NEW DECK JOISTS INTO BOX 0� IX15TING DECK O (2) 2 X12 GIRDER j O SCHEDULE OF ABBREVIATIONS 4PROVIDE HANGERS FOR JOISTS FASTENED TO 4' X 4' ACO POST WITH EXISTING BOX BEAM A.D. ASH DROP (PROVIDE 1/2' ANCHOR BOLT) A.F.F. ABOVE FINISH FLOOR BM. BEAM BRG. BEARING C.J. CEILING JOIST I I I o O o m C.F.M. CUBIC FEET PER MINUTE ' m CLO5 CL05Et C.O. CLEAN OUT — N , SEAL CON. CONCRETE ( X m C.M. CARBON MONOXIDE DETECTOR C.T. CERAMIC TILE PROVIDE(JOIST HANGERS TO D. DRYER CSMT. CASEMENT I II i Z4 D.H. DOUBLE HUNG 2'x12' ACQI:STRINGER AT 12' 0/C I I FASTEN ,DECK J015TS OF D.J. DECK JOIST triDECK JOISTS ll I PLATFORM TO DECK GIRDER i -� '�'�6'";; �'` DIA. DIAMETER FASTEN DN. DOWN I �,� �-� ';,r3 DW. DISHWASHER 1.� '/ F-, ' \ F- -�'- �=I -- -ems�_ -- a' F-1 F.A.I. FRESH AIR INTAKE \ a t,. ' + + 2 2'X12' GIRDER i i F.D. FLOOR DRAIN �� {-� �- O _ _ -- 12'-3 3/{b' "` N£ FDD. FOUNDATION L-- -- -------- - f ---- - ------------- F.J. FLOOR FOUNDATION LINE OF PROPOSED DECK PERIMETER------------ �'----- - FP.S.C. FIREPROOF, SELF-CLOSING i I I I ABOVE� � I POST TO BE PLACED CENTERED AND FTG. FOOTING PIER SCHEDULE ! 3 j2' X 8' ALU DECK JOIST i SECURED TO EXISTING CONCRETE - FXD. FIXED A-3 d / __ _ I @ 12' ON CENTER L, RETAINING WALL. PROVIDE AB44 METAL GALV. GALVANIZED SYMBOL SIZE � i i __ t ANCHORS W/V BOLT EMBEDDED GL. GLASS F-2 F-Z F-21 IPNNN C0 BLOCK WALL 8' MIN. Copyright 20I .STROMSKI architecture,p.c.All rights F-1 IB' DIA. FOOTING W/ 4'x4' ACQ POST reserved.The A chitect reserves the right to reproduce this N.B. NOSE BIBB (2)2'XB' ACQ GIRDER' design in its entirety or any portion thereof.Unauthorized N.C. HANDICAPPED F-2 12' DIA. FOOTING W/ 4'X4' ACO POST 2'x8' ACO BOX BEAM FOR I I alteration of these documents is a violation of the New York HDR. HEADER STRINGERS State Education Law.These drawings and specifications are N.M. HOLLOW METAL F-3 IS' DIA. FOOTING W/ 0I AGO POST LOCATION OF EXISTING CONCRETE BLOCK an instrument of service and are the property of the Architect. K.S. KITCHEN SINK 2'-0' 7'-6' 7'-b' 7'-6' 7'-6' 7'-6' WALL 7'-6' 2'-0' These drawings and specifications are not to be used on any LAV. LAVATORY F-4 24'x24' FOOTING W/ 6'x6' ACQ P05T other project,except by written permission of the Architect. L.C. LINEN CLOSET NOTE: ALL FOOTINGS 36' BELOW ROUGH MECH. MECHANICAL MIN. MINIMUM GRADE OR UNDISTURBED SOIL TYPICAL. i PROJECT NO. I6-AR004 TOP OF PIER TO BE FLUSH WITH ROUGH 49'-0' MAX. MAXIMUM GRADE SCALE AS SHOWN DATE 4/25/I6 MLDG. MOULDING DRAWN BY TLD CHECKED BY RS M.O. MASONRY OPENING J- _ N.LG. NOT IN CONTACT 1 i 2 ' 31 ' 4 5 ' 6 ' 7 S q • O.C. ON CENTER O.H. OVERHEAD TITLE P.C. POURED CONCRETE R. RISER RAD. RADIUS F. REFRIGERATOR rod ect REI FOUNDATION PLAN Scale: 1/4' I'-0' REINF. REINFORCED R.F. RESILIENT FLOORING A-I "� Information & R.R. ROOF RAFTER S.D. SMOKE DETECTOR Foundation SN. E PL. SHELF t POLE SHWR. SHOWER SOFT. SQUARE FEET Plan TTG TONGUE 4 GROVE T.C. TERRA COTA TEMP. TEMPERED GLASS T.O. TRIM OPENING M. TYPICAL V.I.F. VERIFY IN FIELD SHEET W. WASHER W.C. WATER CLOSET WD. WOOD W.F. WATER FOUNTAIN W.N. WATER NEATER W.I. WALK-IN A - I W.W.F. WELDED WIRE FABRIC [&r All 5 architecture, p.c. II I � P.O.BOX I254 JAMESPORT,NY I1947 PHONE(63I)779-2832 FAX(63 1)779-2833 I EXISTING ROOF RIDGE TO REMAIN GENERAL NOTES: I LINE OF EXISTING ROOF I I II II 1 I. ALL CONSTRUCTION SHALL CONFORM TO ALL NEW YORK STATE, COUNTY DOOR SCHEDULE AND LOCAL BUILDING, ZONING AND ENERGY CODES, AND ALL SUCH CODES SHALL SUPERSEDE THESE DRAWINGS. EXTERIOR DOORS I I REMOVE AND REPLACE ROOFING AS REQUIRED 2. ALL PLUMBING AND ELECTRICAL WORK SHALL CONFORM TO ALL STATE SYMBOL SIZE MANUFACTURER TYPE DESIGNATION VENT AREA UNIT AREA REMARKS � AND LOCAL CODES AND SHALL BE INSPECTED AND APPROVED AS REQUIRED. 2 LL ( I OI 6 x 6 ANDERSEN FRl]NCHWOOD HINGED DOOR FWH60611 22.81 S.F. 40.76 S.F. VERIFY EXISTING HEADER WILL ALLOWI 3. THE ARCHITECT'S APPROVAL APPLIES ONLY t0 THIS PLAN'S STRUCTURAL OTHERWISE DOWNSIZE DOOR I WALLS BELOW CONFORMANCE WITH THE NEW YORK STATE BUILDING CONSTRUCTION CODE. THE CONTRACTOR 15 TO VERIFY ALL CONDITIONS AND DIMENSIONS BEFORE STARTING CONSTRUCTION AND SHALL BE RESPONSIBLE FOR :SAME. - - - - - - - - - - - - - - -- - 4. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL, I LOIN psf CAPACITY MINIMUM. 5. ALL CONCRETE SHALL BE 3000 psi AT 26 DAYS MINIMUM, EXPOSED SLABS Proposed Deck For: AND GARAGE SLABS SHALL BE 3500 psi AT 28 DAYS MINIMUM 6. ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR LARCH, MIO. 2 OR BETTER. ms's_ I REMOVE AND REPLACE EXTERIOR SIDING T E=1,600,000 psi AND fb- EQUIVALENT TO MEMBER SIZE. ALL IGLU LAM BEAMS TO HAVE AN E=1,800,000 psi AND AN fb=2,400 psi. ALL LAMINATED VENEER x® REQUIRED t0 ALLOW FOR PROPER ROOF STEP 'Jacobson LUMBER HEADERS AND BEAMS TO HAVE AN E=1,900,000 psi AND AN fb=2,600 FLASHING psi. ALL PARTICLE STRAND BEAMS TO HAVE AN E=2,000,0010 psi AND AN l fb=2,900 psi. LINE OF PROPOSED ROOF Residence 7. DOUBLE ALL JOISTS AROUND OPENINGS AND UNDER ALL PARTITIONS RUNNING PARALLEL t0 THE DIRECTION OF THE JOISTS, OR AS INDICATED ON PLANS. -- -- -- -- - -- L - - - - - - - - - - - - - - - - - -- - - - 8. ALL HEADERS OVER DOORS AND WINDOWS SHALL BE 2-2'X10' @ 4' WALLS AND 3-2'X10' @ 6' WALLS OR AS DESIGNATED ON THE PLANS. 9. PROVIDE 36' HIGH RAILINGS WHENEVER DECKS OR STOOPS EXCEED 30' ABOVE GRADE. RAILING SHALL BE BUILT 50 AS NOT t0 ALLOW THE PASSAGE LINE OF DECK BELOW OF A 4' SPHERE THROUGH ANY OPENING. 10. PROVIDE DIRECT WIRED SMOKE DETECTORS IN AND ADJACENT TO ALL SLEEPING AREAS. PROVIDE CARBON MONOXIDE DETECTORS AS PER LOCAL REGULATIONS. 11. PROVIDE 5/8' TYPE 'X' GYPSUM BOARD AT CEILING ABOVE HEAT UNIT AND ( I I 840 Bridal Lane AT GARAGE AS REQUIRED. Cutchouge NY I 1935 12. WRITTEN DIMENSIONS TAKE PRECEDENT OVER SCALE. I I S.C.T.M.# 1000-102-08-16 13. ALL 'USP' HANGERS TO BE ATTACHED WITH MANUFACTURIER SPECIFIEDI i FASTENERS. PROVIDE APPROPRIATE COATED HANGERS WHEN USED IN I I Z ROOF PLAN Scale: I/4' = I'-o' REVISIONS CONNECTION WITH TREATED MATERIAL. A-2 14. PROVIDE CONTINUOUS FIRESTOP AT ALL CONCEALED SPACES IN WALLS AND I I O BETWEEN FLOOR SPACES AT BEARING PARTITIONS TO LIMIT DIMENSIONS OF CONCEALED SPACES TO IV-0' VERTICALLY t 10'-0' HORIZONTALLY AS DESCRIBED IN NYS RESIDENTIAL CODE SECTIONS R602.8 AND R502.12. I O 15. ALL ITEMS NOT SPECIFICALLY LISTED AS BEING RETAINED FOR RE-USE ARE TO BE REMOVED FROM THE PREMISES. 16. ALL ITEMS LISTED AS BEING RETAINED FOR RE-USE ARE TO BE REMOVED __ _ ----------- IN --_______ 0IN SUCH A WAY AS NOT t0 DAMAGE OR OTHERWISE RENDER THE ITEM UNUSABLE. ALL ITEMS ARE TO BE STORED AS DIRECTED BY TUE OWNER AND PROTECTED FROM DAMAGE BY WEATHER AND/OR CONSTRUCTION. i; A 3 i 17. THE CONTRACTOR SHALL REVIEW THE ENTIRE PROJECT AND SHALL BRING i) ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER AMID ARCHITECT O PRIOR t0 STARTING CONSTRUCTION. THE CONTRACTOR SHALL A55UME I6'-0' I I '-0' 9'-2+ O RESPONSIBILITY FOR FIELD CHANGES WHICH VARY FROM THE CONSTRUCTION ;d � DRAWINGS WHEN WRITTEN PERMISSION FROM THE ARCHITECT HAS NOT BEEN a OBTAINED. ,n i EXISTING TWO STORY HOUSE 18. CONTRACTOR t0 PROVIDE ADEQUATE BRACING AND SUPPORT TO INSURE 2 X 8 J.,LEDGER THE STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURE DURING CONSTRUCTION. i to 19. THE CONTRACTOR SHALL PROVIDE A CONSTRUCTION FENCE TO PROTECT N i I O THE AREA OF EXCAVATION AND CONSTRUCTION. v cin 20. THE CONTRACTOR SHALL PROVIDE ADEQUATE COVERINGS TO PREVENT i r PROPOSED 9'-0'xl -0 -� 6 O WEATHER ENTRY INTO EXISTING AREAS OF THE CONSTRUCTION PROJECT AND z ' CLOSE-OFF NON-CONSTRUCTION AREAS FROM DUST WITH PLASTIC TARPS. e° i x ROOF ABOVE v !I I EXISTING BAY WINDOW TO BE REMOVED 21. PRIOR t0 START OF CONSTRUCTION THE OWNER AND CONTRACTOR SHALL N `" �'i o O AND NEW DOUBLE H 6'-0' INGED DOOR TO DECIDE ON AN ACCESS PONT TO THE SITE AND WHERE ON THE SITE t0 " ®' BE FRAMED IN EXISTING OPENING. MODIFY STORE MATERIALS. THE CONTRACTOR SHAD. REPAIR ANY DAMAGE TO THE OPENING AS NECESSARY. EXISTING EXISTING PLATFORM, STAIR AND I SITE DUE TO CONSTRUCTION. i HEADER TO REMAIN. It SEIIEARD t0 BE REMOVED IN O 22. THE PLUMBING CONTRACTOR IS TO LOCATE AND DISCONNECT ALL SUPPLY _ (3)�_X.IZPRQPJaF�I<6_ _-------- ------------- 23. __ O AND WASTE LINES AFFECTED BY CONSTRUCTION IN SUCH A IWAY AS TO 1 MAINTAIN SERVICE THROUGHOUT THE REST OF THE HOUSE. _ __ __ _______ -- ----- RELOCATION OF ELECTRICAL WIRING AND FIXTURES AS REQU9RED. ,n 23. THE ELECTRICAL CONTRACTOR 15 RESPONSIBLE FOR THE REMOVAL AND/OR -------------------ZILINE ABOVESEAL OF ROOF 4' 24. IF DURING THE DEMOLITION PHASE OR COURSE OF C4NS1fRUCTION A C� SITUATION IS ENCOUNTERED WHICH COULD NOT BE DETERMINED ED PRIOR TO GRADE t0 BENCH CONSTRUCTION START THEN THE CONTRACTOR SHALL NOTIFTH Y E ARCHITECT � TO BE WITHINITHIN 30 3e" TO AVOID 1 FOR AN INSPECTION AND CHANGE IN CONSTRUCTION DETERMINATION. RAILING 25. THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED BY OR UNDER THE DIRECTION OF THE UNDERSIGNED AND TO THE BEST OF THE UNDERSIGNED'S KNOWLEDGE, INFORMATION AND BELIEF MEET THE � PROPOSED DECK i �- -- - � � 9 REQUIREMENTS OF THE NEW YORK STATE ENERGY CONSERVATION CODE. - 1 Tn DECK5/4' X 6' DECKING 26. ALL ITEMS ARE TO BE STORED AS DIRECTED BY THE OWNER AND `A PERIMETER PROTECTED FROM DAMAGE BY WEATHER AND/OR CONSTRUCTION. BENCH TO BE FRAMED WITH 2'x4' BOX L - -- - - y J ' r } HEADERS AND JOISTS @ 12' 0/G 36 HIGH GUARDRAIL ~k«A w f 27. ALL MATERIALS TO BE REMOVED FROM THE PREMISES ARE TO BE , r I SUPPORTED BY 64' AW POSTS. CLAD n /, '�' •�*• "�' D15POSED OF WHICH THE IN ACCORDANCE LOCATED. THE REQUIREMENTS OF THE MUNICIPALITY J i FRAMING WITH DECKING MATERIAL. I -cn 1 0 Copyright 20H.STROMSKI architecture,p.c.All rights 28. IF DURING THE COURSE OF CONSTRUCTION A SITUATION 15 ENCOUNTERED VYreserved.The Architect reserves the right to reproduce this WHICH COULD NOT BE DETERMINED PRIOR TO CONSTRUCTION START THEN THE " I design in its entirety or any portion thereof.Unauthorized CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR AN INSPECTION AND CHANGE "' I 54 DOWN TO _ STAIR alteration of these documents is a violation of the New York ' )� 4' t State Education Law.These drawings ands specifications are IN CONSTRUCTION DETERMINATION. 'P LJ a LANDING 7 7 _ an instrument of service and are the property of the Architect. These drawings and specifications are not to be used on any 29. CONTRACTOR OR OWNER IF ACTING AS CONTRACTOR SHALL CALL 36' HIGH GUARDRAIL other project,except by written permission of the Architect. FOR A MARK OUT OF ALL UTILITIES PRIOR TO ANY EXCAVATION. THE (UTILITY CALL CENTER - CALL BEFORE YOU DIG) NUMBER IS 1-800-272-4480. ADVANCE NOTICE OF 2 TO 10 DAYS MAY BE NECESSARY. GH 11 i ISI GUARIDRAIL I DOWN h E! AL � PROJECT NO. I6-AR004 STAIR NOTE: ALL RISERS MUST HAVE 3 I R15 1Z5 SCALE EQUAL DIMENSION WITHIN I/8' FROM A}3 I I a AS SHOWN DATE 4/25/I6 DECK PLATFORM TO GRADE. MAX. RISER PROPOSED • DRAWN BY LD CHECKED BY RS HEIGHT 15 8' AND MINIMUM RISER STAIR HEIGHT IS 4'. WHEN FIGURING RUN OF W-1 1/2' 6'-0' 1 4'-3 3/16' T-5 7/16' 7'-5 7/16' 1 T-5 7116' 41-3 3/16' 4'-0' 3'-9 3/4' 4-1 1/4' TITLE STAIR USE THIS RULE (MULTIPLYING THE RISER HEIGHT AND THE TREAD DEPTH SHOULD GIVE YOU A NUMBER , , , , , , , , BETWEEN 70 AND 77.5) 4 2,-0 71-0 71-60 71-0 71-61 71-0 71-61 2-0 LOCATION OF EXISTING : 0 ( CONCRETE BLOCK WALL POOL DECK 49-0 rf/ Floor Plan 1 2 3 4 5 6 7 i8 ; q I FLOOR PLAN Scale: 1/4' = 1'-0' SHEET A-2 A - 2 _7 V I` BLDG. ELEVATION NOTES: MATERIAL NOTES S ROOF NOTES: ROOF CONSTRUCTION architecture, p.c. a 30 YEAR ARCHITECTURAL ROOF SHINGLES. 30 YR. ARCHITECTURAL GRADE ASPHALT SHINGLE FLASH AT ALL ROOF BREAKS. PROVIDE 30 LB. FELT PAPER P.O.BOX 1254 JAMESPORT,NY 11947 ICE/WATER BARRIER IN ALL VALLEYS AND ATL ROOF EDGES 5/8" EXTERIOR GRADE PLYWOOD SHEATHING PHONE(63I)779-2832 FAX(63I)779-2833 2' X 8' ROOF RAFTERS @ Ib' ON CENTER 2' X 6' CEILING JOIST @ 16' ON CENTER GABLE FASCIA NOTES' PROVIDE ALUMINUM FLASHING AS REQUIRED I' X 8' RAKE FASCIA ICE/WATER BARRIER IN ALL VALLEYS AND ROOF EDGES GABLE OVERHANG t0 MATCH EXISTING RAFTER TO PLATE CONNECTORS USE 'USP' MODEL NUMBERS RT7 OR RTIO SOFFIT TO MATCH EXISTING W/ PVC TRIM FASCIA AND SOFFIT NOTES: WALL CONSTRUCTION I' X b" FASCIA SIDING MATERIAL TO MATCH EXISTING OVERHANG TO MATCH EXISTING 'TYVEK'/'BLUESKIN' OR EQUAL AIR INFILTRATION BARRIER SOFFIT TO MATCH EXISTING W/ PVC TRIM 1/2' EXTERIOR GRADE PLYWOOD SHEATHING I 2' CONTINUOUS SOFFIT VENT 2' X 4' WOOD STUDS @ 16' ON CENTER WITH 2' X 4' SHOE AND DOUBLE 2' FULL FRIEZE BOARD W/ PVC TRIM X 4' TOP PLATE 'ANDERSEN' DOORS ALL WITH IMPACT RESISTANT GLASS, LOW E, AND ARGON GAS (SEE PLANS FOR MODEL NUMBERS SEE ELEVATIONS FOR SIDING NOTES: GRILLE PATTERNS) PROVIDE WALL TO ROOF, WALL TO WALL, AND WALL TO FOUNDATION — TO MATCH EXISTING: CEDAR CONNECTORS AS PER 514EET 14-2. PERFECTION SIDING INSTALLED 5' TO THE WEATHER OVER 15LB FELT PAPER. SIDING TO BE FACTORY STAINED r. D 5T. PRIOR TO INSTALLATION FOR BEST FLOOR CONSTRUCTION PERFORMANCE. U1,111 HUII 111111 HI-111 LIH 11 [11-ill ULLI1 HU11 111111 Proposed Deck For: 'xb' DECKING 2' X 8' ACQ DECK JOISTS AT 12' 0/C RAILING NOTE: NEW ASPHALT ROOF IIIIi N 11 1111111 1 111 — 36' HIGH GUARDRAIL TOP AND BOTTOM . TO MATCH EXISTING RAIL WFOUNDATION TR TITH 5/4' BALUSTERS SPACED CONS UC ION jaco b s o n 5' ON CENTER. RAILING TO BE CONSTRUCTED SO THAT A 4' SPHERE POURED CONCRETE FOOTINGS 36' OUGH � MAY NOT PASS THROUGH ANY (SEE SCHEDULE) BELOW RGRADE a R e s i d enc e OPENING. M � I xb PVC FASCIA — 34' HIGH HANDRAIL TOP AND BOTTOM 610' PVC FRIEZERAIL WITH 5/4' BALUSTERS SPACED 1111 1 111111 1 5 ON CENTER. RAILING TO BE —1 -- _iIIIIIII CONSTRUCTED 50 THAT A 4' SPHERE 5 . W. . 1 T. 5 . MAY NOT PASS THROUGH ANY OPENING. EXISTING SIDING TO BE REPLACED 20' NIGH 18' DEF — 514'x6' DECKING BUILT IN BENCH 840 Bridal Lane Cutchouge NY I I935 I IBM FIRST COURSE SIDING I'xIe PVC TRIM BOA 36' HIGH GUARDRAIL TIMBERTECH S.C.T.M.# 1000-102-08-16 RADIANCE RAIL IN WHITE ' REVISIONS i"x12' PVC TRIM BOAR1 34 NIGH HANDRAIL EXISTING CONCRETE BLOCK WALL RISE 7 Y,'± 34' HIGH HANDRAIL O RUN 9 PROPOSED LANDING O EXISTING CONCRETE O i REAR ELEVATION Scale: 1/4' = 1'-0' RETAINING WALL O A-3 O PVC LATTICE RISE 74 t PROPOSED STAIR O N1114 ACCESS RUN 912' I-ATCN ; O O O iO - O 11 O O O O 5 O O O SEAL S I I I I I 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111111 ® PROVIDE 2'x4' SUPPORT WALL 2'x12' NAILER5 FOR ROOF TO UNDERSIDE OF NEW RAFTERS NEW SIDING t0 MATCH EXISTING RAFTERS AS REQUIRED 2'x8' ROOF RAFTER REMOVE IX15TING ROOFING AND 2'X6' CEILING JDIST Copyright 2 TROMSKI architecture,p.c.All rights 1'X8' PVC RAKE FASCIA FELT PAPER AS REQUIREDreserved.The Architect reserves the right to reproduce this 2' X b' LEDGER BOARD FASTENED WITH 3/8' % ROOF SHEATHING design in its entirety or any portion thereof.Unauthorized 2'X4' SUB FASCIA alteration of these documents is a violation of the New York I xb PVC FASCIA DIAMETER LAG BOLTS STAGGERED TOP AND State Education Law.These drawings and specifications are BOTTOM EVERY 32' ^, 66' PVC FASCIA an instrument of service and are the property of the Architect These drawings and specifications are not to be used on any NAILER FOR SOFF1r other project,except by written permission of the Architect VENTED SOFFIT gg . WRAP HEADER WITH I'x PVC PROJECT NO. I6-AR004 I TRIM AS REQUIRED SCALE AS SHOWN DATE 4/25/I6 (3) 2'x12' DROP HEADER b'xb' ACQ POST WRAPPED IN PVC -DRAWN BY TLD CHECKED BY RS 4'x4' PVC WRAPPED TRIM BOARD 20' HIGH ISDEEP SUPPORT FOR BENCH BUILT IN BENCH 34 HIGH HANDRAIL NEW DECK JOISTS TO BE TIED TITLE aoINTO EXISTING PECK RIM JOIST 4'xb' DECKING — EXISTING DECKING WITH JOIST HANGERS �'x6' DECKING � TO REMAIN ALIGN DECK WITH EXISTI ' I x10 PVC TRIM BOARD Elevations & FIRST COURSE SIDING FIRST COURSE SIDING NV 4'x4' PVC WRAPPED EXISTINGPROPOSED 1'x10' PVC TRIM BOARD �t SUPPORT FOR BENCH DECK TO DECK 6 xb ACQ POST WRAPPED IN PVG EXISTING DECK FRAMING Sections REMAIN 112 PVC TRIM BOAR TRIM BOARD TO REMAIN RISE 7 '�t i 2'x8' ACQ DECK JOIST I 61127- PVC TR RUN 9 YZ (2) 2x12 ACQ GRIDER 4"x4' ACO POST ANCHOR I BOARD 2 SIDE ELEVATION Scale: 1/4' = I'-0' 3 SECTIO L _ J INTO FOOTING WITH METAL Scute: 1/4" = I'-0' POST ANCHORS AB44 L — J SHEET A - 3 tl 'USP' STRUCTURAL STRAP MODEL# LSTA (REQUIRED WHEN NO COLLAR TIES ARE USED WITHIN T14E UPPER THIRD OF THE ATTIC SPACE @ 16' ON CENTER) SEE MATERIAL NOTES FOR SIZES. "' RAFTER TO RATE RDOG N� , ., ..,�.. architecture, p,c. P.O.BOX 1254 JAMESPORT,NY 11947 RAFTER. SEE PLAN FOR PHONE(631)779-2832 FAX(631)779-2833 SIZES AND SPACING ac RIDGE. SEE PLAN FOR SIZES LU —RAFTER. SEE PLAN FOR HEADER. SEE PLAN FOR aI>_ SIZES AND SPACING SIZES U a FOR SIZES AND SPACINGIN CEILING JOIST. N 'USP' STRUCTURAL CONNECTOR FOR RAFETR AND STUDS THAT ARE OFFSET. MO)DEL# RT7/REF# –––– 142.5/145 (%5 LBS UPLIFT) I TOP OF PLATE, _OTOP OF PLATE _ _ _ RAFTER TO PLATE CONNECTION RAFTER TO PLATE CON EC710N FILING JOIST. SEE PLANS FOR SIZES AND SPACING ` Proposed Deck For: 'USP' STRUCTURAL CONNECTOR SEE MATERIAL NOTES FOR DOUBLE TOP PLATE. SEE MATERIAL MODEL NUMBERS (EACH STUD) NOTES FOR SIZES 'USP' STRUCTURAL STRAP J a c ob s o n HEADER. SEE PLAN FOR 'USP' STRUCTURAL—_,"', TRUCTURAL (20 GAUGE MIN) LSTA MAY SIZES CONNECTOR FOR RAFETR BE USED TO WRAP OVER 'Residence AND STUDS "MAT ARE THE TOP PLATE AT WINDOW IN-LINE. MODEL 'S RTIO (REF AND DOOR OPENINGS (REFER 142) (585 LBS UPLIFT) OR TO TABLE 3.38 ON SHEET RT20 (REF HP) (1105 LBS 4'-0' OR LESS ROUGH OPENING W-I FOR NAILING SCHEDULE) SHEATHING SEE MATERIALS UPLIFT) CAB BE USED. SEE NOTES FOR SIZES E TYPE MATERIAL NG)TES FOR MODEL SEE NAILING SCHEDULE ON NUMBERS TO BE USED. W-2 FOR FASTENING (EACH STUD EXTERIOR WALL STUD. SEE FOR OPENINGS LESS THAN MATERIAL NATES FOR SIZES AND SPACING 4'-0' USE SINGLE JACK AND 840 Bridal Lane FULL HEIGHT STUD AT EACH 'USP' STRUCTURAL STRAP END. Cutchouge NY 119 3 5 MODEL# LTWII2 (REF #LTS 12) (735 LBS UPILIFT) MAY ALSO USP STRUCTURAL STRAP S'C'T'M' BE USED AS A STUD TO RIM JOIST CONNECTOR MODEL# LFTA6 (REF# 146) 1000-102-08-16 (UPLIFT 990 LBS) MAY ALSO BE USED AS A STUD TO REVISIONS 1AD55' USP CONNECTOR WITH (2) 3/4" FLOOR CONNECTOR. SINGLE SHOE. SEE MATERIAL NOTES CARRIDGE BOLTS FASTEN TO DOUBLE STUD. I O FOR SIZES A 5/8' DIAMETER THREADED ROD CONNECTS 'USP' STRUCTURAL STRAP11 UPPER AND LOWER CONNECTORS. PROVIDE FOR STUDS THAT ARE ' BOX BEAM DOUBLE STUDS AND STRAPPING FROM ROOF OFFSET MODEL# LSTA 12 O FLOOR JOIST. SEE PLANS FOR SIZES TO FOUNDATION AS SHOWN. (620 LBS UPLIFT) O O TOP OF SUBFLOOR Agi-� STOP OF SUB FLOOR O STUD TO STUD CONNECTION STUD TO STUD CONNECTION( II BOX BEAM OR RIM JOIST. II SEE PLAN FOR DETAILS O II O� 'USP' STRUCTURAL STRAP 'USP' STRUCTURAL STRAP MODEL# LS I A30 FOR 8' TO _ O MODEL# LSTA30 FOR 8' TO 10' JOIST U5E LSTA36 FOR FLOOR DIAPHRAGM BRACING WITHIN 10'JOIST USE LSTA36 FOR 12' JOIST. (REFER TO TABLE O 12 JOIST. (EACH STUD) 3.3B ON SHEET W-1 FOR LAST TWO BAYS OF FRAMING AT 4'-0' (REFER TO TABLE 3.3B ON NAILING SCHEDULE) O INTERVALS SHEET W-1 FOR NAILING SCHEDULE) � O DOUBLE TOP PLATE. SEE MATERIAL NOTES FOR SIZES HEADER. SEE PLAN FOR O SIZES O ADDITIONASL 'USP' STRUCTURAL O STRAP MODEL# LSTA 12 FOR OPENINGS GREATER THAN 4'-0' FOR OPENINGS LARGER THAN O 4'-0' USE DOUBLE JACK AND O FULL HEIGHT STUD AT EACH EXTERIOR WALL STUD. SEE MATERIAL GREATER THAN 4'-0' ROUGH OPENING END, O NOTES FOR SIZES AND SPACING O ADDITIONAL i USPi STRUCTURAL STRAP MODEL# L5TA18 FOR B" TO 10' JOIST 'USP' STRUCTURAL STRAP SEAL USE L5TA24 FOR 12" JOIST FOR - MODEL# LTW12 (REF #LTS 12) OPENINGS GREATER THAN 4-0' 3� (735 LBS UPLIFT) MAY ALSO BE USED AS A STUD TO RIM JOIST CONNECTOR (EACH STUD) 1AD55' USP CONNECTOR WITH (2) 3/4' CARRIDGE BOLTS FASTEN TO ANCHOR BOLT f t SINGLE SHOE. SEE MATERIAL NOTES WITH 5/8' DIAMETER THREADED ROD AND + t� �. FOR SIZES THREADED COUPLING. SEE FOUNDATION PLAN ' FOR LOCATIONS. PROVIDE DOUBLE STUDS ,. AND STRAPPING FROM ROOF TO FOUNDATION FLOOR JOIST. SEE PLANS FOR SIZES AS SHOWN. BOX BEAM/RIM N L Copyright 2011.STROMSKI architecture,p.c.All JOIST rights reserved.The Architect reserves the right to TOP OF SUBFLOOR O TOP OF SUB FLOOR reproduce this design its entirety or any portion — — — – — — _ thereof.Unauthorized alteration of these documents is a STUD TO SILL CONNECTION STUD TO SILL CONNECTION violation of the New York State Education Law.These I drawings and specifications are an instrument of service 1 and are the property of the Architect.These drawings and specifications are not to be used on any other NPAHD22 (4760 MODEL# WAHD22 (4760 project,except by written permission of the Architect. LBS UPLIFT) LBS UPLIFT) MAY ALSO BE USED AS A CORNER HOLD 4 PROJECT NO. 16-AR004 I I I I FLOOR DIAPHRAGM BRACING WITHDOWN SEE FOUNDATION IN I' I IL---- I�---------- I�--- –_----- IL– C——— — 4 SCALE As Noted DATE 4/25/16 LAST TWO BAYS OF FRAMING AT 4'-0' GRADE PLAN FOR LOCATION I I – �L- _________�II�-----------===�I --- – --------��-- INTERVALS I I CEJ L'-J NJ DRAWN BY WP I CHECKED BY RS d 'USP' STRUCTURAL STRAP DOUBLE TREATED SILL PLATE OVER 5/8' ANCHOR BOLT WITH 3' SQUARE GRADE I MODEL# LSTAI8 (870 LBS UPLIFT) INIMUM COVER TITLE TERMITE SHIELD AND SILL SEAL. SEE BEARING PLATE WASHERS EVERY 36' FOR 8' TO 10' JOIST USE LSTA24 FOR REBAR MATERIAL NOTES FOR SIZES (980 LBS UPLIFT) FOR 12' JOIST. #4 CONTINUOUS REBAR SET (EACH STUD) (REFER TO TABLE 4' BELOW TOP OF WALL. #4 CONTINUOUS REBAR SET 3.35OSCHEDULE)SIHEET W-1 FOR NAILING $ Detail Wall POURED CONCRETE FOUNDATION OR 4' BELOW TOP OF WALL. MASONRY BLOCK FOUNDATION. SEE ° FOUNDATION PLAN FOR SIZES. a 'USP' STRUCTURAL CONNECTOR MODEL# Section & MP4F/REF# LTP4 (690 LBS °. UPLIFT) EVERY 36' Elevation ° 5/8' ANCHOR BOLT WIT14 3' SQUARE BEARING PLATE WASHERS EVERY 36' SHEET F4 TYPICAL WALL SECTION Scale: 3/4" = 1'-0" 2 TYPICAL WALL ELEVATION Scale: 3/4" = 1'-0" FRAMING AND CONNECTOR DETAIL FRAMING AND CONNECTOR DETAIL ,VA" 31 NAI " . TABLE NAILING SCHEDULE TABLE 8301 .2.1 .2 TABLE 3.38 JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING FASTEST MILE WOOD BORNE DEBRIS PROTECTION FASTENING ROOF FRAMING UPLIFT STRAP CONNECTION WINDSPEED (MPH) SCHEDULE FOR WOOD STRUCTURAL PANELS A,B,C,D µ kb RAFTER TO TOP PLATE (TOE NAILED) SEE TABLE 3.3A PER RAFTER REQUIREMENTS 110 120 FASTNER SPACING architecture, p.c. CEILING JOIST t0 TOP PLATE (TOE-NAILED) SEE TABLE 3.3A PER JOIST NUMBER OF 8D C MMON CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) SEE TABLE 3.7 EACH LAP FRAMING SPACING (IN.) ROOF SPAN (FT.) NAILS IN EACH END OF 4 FOOT LESS PANEL 6 FOOT LESS PANEL SEE TABLE 3.7 EACH LAP t v4'x 20 GAGE STRAP FASTENER TYPE PANEL SPAN LESS THAN SPAN LESS THAN OR SPAN LESS THAN OR P.O.HBox 12s4 JAMEsroRT,N7 11947 CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) OR EQUAL TO 4 FOOT ' SEE CABLE 3.4 PER TIE EQUAL TO 6 FOOT EQUAL TO 8 FOOT PHONE(631)779-2832 FAX(631)779-2833 COLLAR TIE TO RAFTER (FACE-NAILED) r I BLOCKING TO RAFTER (TOE-NAILED) 2-8D EACH END 12 3 3 2 I/2" #b RIM BOARD TO RAFTER (END-NAILED) WOOD SCREWS I6' 12" 2-I6D EACH END 20 3 4 q" a 12 28 4 5 2 1/2 #8 WALL FRAMING 32 5 6 WOOD SCREWS I6r I6r 12r � 2-I6D PER FOOT 36 5 7 I V2' SPACING TOP PLATE 70 TOP PLATE (FACE NAILED) FOR SI: I inch= 25.4mm, 1 foot=304.8mm, I 0.454k - 1�= 9 ALLOWS I-IOLDDOWN JOINTS-EACH 51DE I mile per hour=l.6Nkm/h INSTALLATION TOP PLATE AT INTERSECTIONS (FACE NAILED) 4-I6D r A. THE TABLE IS BASED ON 110 mph WIND SPEEDS AND A 33 foot MEAN ROOF HEIGHT ENDWALL s STUD TO STUD (FACE NAILED) 2-I6D 24 O.C. HEADER TO HEADER (FACE NAILED) I6D 16' O.C. ALONG EDGES 12 3 4 B. FASTNERS SHALL BE INSTALLED At OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. 2-16D PER 2x4 STUD 20 4 5 TORNER STUD TRAN TRANSFER SHEAR TED G. NAILS SHALL BE IOD COMMON OR 12D BOX NAILS. j TOP OR BOTTOM PLATE TO STUD (END-NAILED) 'ADS5' USP CONNECTOR WITH 3-I6D PER 2x6 STUD 16 28 6 D. WHERE SCREWS ARE ATTACHED TO MASONARY OR MASONARY/STUCCO, THEY SHALL BE ATTACHED 5/6' DIAMETER ANCHOR BOLT 1 4-I6D PER 2x8 STUD 32 6 8 UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWL CAPACITY OF 4qO AND (2) 3/4" CARRIDGE 7 — POUNDS. BOLTS. SEE FOUNDATION 36 PLAN FOR LOCATIONS 2—I6D COMMON NAILS AT BOTTOM PLATE TO FLOOR JOIST,BANDJOI5T,ENDJOIST OR BLOCKING (FACE-NAILED) 2-16D"2 PER FOOT b' O.G. FLOOR FRAMING 12 5 6 ; Proposed Deck For: 16 5 7 JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8D PER JOIST 24 20 7 8 TABLE 3.3A BRIDGING TO JOIST (TOE-NAILED) 2-8D EACH END 28 8 - FASTEST MILE WIND 'Jacobson BLOCKING TO JOIST (TOE-NAILED) 2-BD EACH END 3z RAFTER/CEILING JOIST TO TOP PLATE - J BLOCKING t0 SILL OR TOP PLATE (TOE-NAILED) 3-I6D EACH BLOCK 36SPEED (MPH)LATERAL AND SHEAR CONNECTION _ Residence � LEDGER STRIP TO BEAM (FACE-NAILED) 3-I6D EACH JOIST JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-81) PER J015T TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF REQUIREMENTS BAND JOIST TO JOIST (END-NAILED) 3-I6D PER JOIST IOpsf (2/3xl5psf). IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE CEILING I10 120 BAND JOIST t0 SILL OR TOP PLATE (TOE-NAILED) 2-I0' PER FOOT ASSEMBLY IS NOT CONNECTED TO THE ROOF ASSEMBLY, THE TABULATED NUMBER OF 8D COMMON NAILS NUMBER OF NAILS SHALL BE INCREASED BY I NAIL AT EACH END OF THE RAFTER/CEILING JOIST WALL HEIGHT (FT.) (TOE-NAILED)REQUIRED IN EACH RODE SHEATHING STRAP. FOR EACH 5 psf INCREASE IN STRUCTURAL ROOF/CEILING DEAD LOAD, SPACING (IN.) TRAFTER AND/OR 4J 5T TO THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED BY I I STRUCTURAL PANELS 8D 6'EDGE/ 12' FIELD NAIL. DIAGONAL BOARD SHEATHING 2FOR WALL-TO-WALL AND WALL-TO-FOUNDATION CONNECTIONS, THE 12 8-10 3 3 NO OR I'x8' 2-8D PER SUPPORT TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED BY I NAIL I'x10' OR WIDER 3-8D PER SUPPORT At EACH END OF THE STRAP FOR EACH FULL WALL ABOVE. 16 8 3 3 10 3 4 840 Bridal Lane CEILING SHEATHING Cutchouge NY 11935 24 8 4 5 CORNER HOLD—DOWN Scale: 3/4" = 1'-0" S.C.T.M.## GYPSUM WALLBOARD 5D COOLERS 7' EDGE/ 10" FIELD 10 5 5 WALL SHEATHING I ' IOD BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOR SD COMMON NAILS SEE FOUNDATION PLAN FOR LOCATION 1000-102-08-16 l STRUCTURAL PANELS 8D b'EDGE/ 12' FIELD 2W14EN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOENAILS IN THE RAFTER REVISIONS FIBERBOARD PANELS AND CEILING JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED 7/16' 6D 3' EDGE/ b" FIELD TABLE 3.4 3 0 25/32' 8D 3' EDGE/ 6" FIELD FASTEST MILE TO AVOID SPLITTING, NO MORE THAN 2 TOENAILS 514ALL BE INSTALLED IN EACH SIDE OF RAFTER OR O WINDSPEED (MPH) CEILING JOIST WHEN FASTENED t0 A 2x4 TOP PLATE OR 3 TOENAILS IN EACH SIDE WHEN FASTENED TO A 2x6 GYPSUM WALLBOARD 5D COOLERS 7' EDGE/ 10' FIELD 110 120 TOP PLATE 0 HARDBOARD SD 61EDGE/ 12' FIELD PARTICLEBOARD PANELS 8D b'EDGE/ 12' FIELD NUMBER OF BD COMMON 3 DIAGONAL BOARD SHEATHING ROOF PITCH ROOF SPAN (FT.) NAILS IN EACH END OF O I V^20 GAGE STRAP42,3,4 I'xb' OR 11x8" 2-8D PER SUPPORT O I'xlO" OR WIDER 3-81) PER SUPPORT 00 SHEATHING12 4 4 : 0 FLOOR 16 5 6 BAYS OF ' 20 6 7 ,;O STRUCTURAL PANELS 3:12 24 8 8 TABLE 3.7 FRAMING I' OR LESS 8D 6' EDGE/ 12' FIELD 32 _ _ O GREATER THAN I' IOD 6' EDGE/ 6' FIELD 36 - - ROOF SPAN (FT.) if DIAGONAL BOARD SHEATHING r r r r 2-8D PER SUPPORT 12 20 28 36 ENDWALL 1 xb OR I x8 O 3 6101 OR WIDER 3-BD PER SUPPORT 12 3 3 REQUIRED NUMBER OF I6D COMMON NAILS '0 ' NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6' ON-CENTER AT THE PANEL EDGE. IF WALL SHEA114ING IS NAILED 3' ON-CENTER AT THE PANEL 16 4 4 RAFTER SLOPE RAFTER SPACING (IN.)20 5 5 PER� JOINT SPLICE VAO 0 EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. 4:12 24 5 6 28 6 7 O 2 WHEN WALL 514EATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-I6D NAIL PER 32 7 8 12 4 6 11 14 8 II O FOOT. 36 8 3:12 16 5 24 6 8 11 16 21 _ A A O _ 12 2 3 12 3 5 6 8 0 I 16 3 4 4`12 24 5 q 12 16 BLOCKING O 20 4 4 5:12 24 4 5 28 5 6 A SEAL 32 5 7 12 3 4 5 7 36 6 7 1 5:12 16 3 5 7 q 24 4 7 10 13 = GIRDER SEE PLANS FOR SIZES +E: TYPE 12 2 3 12 3 3 4 5t �. 16 3 3 7:12 16 3 4 5 6 LAST TWO 20 3 4 24 3 5 7 q BAYS OF �* t;y 6:12 24 4 5 FRAMING !.'. MODEL# PBS44 (REF# AC4) 28 4 5 (UPLIFT 1815 LBS), MODEL# 32 5 6 PBS66 REF# AC6 UPLIFT 1815 ,• �' .;.: .• �.R 12 3 3 3 4 �,��,� `'• ( ) ( 36 6 7 qa2 16 3 3 4 5 LBS) SEE PLAN FOR SIZES. 24 3 4 6 7 4X4 ACQ POST, bXb ACQ Copyright 2011.STROMSKI architecture,p.c.All POST. SEE PLAN FOR 12 2 2 12 3 3 3 3 rights reserved.The Architect reserves the right to SIZES TYPE. reproduce this design in its entirety or any portion I6 3 3 12:12 16 3 3 3 4 thereof.unauthorized alteration of these documents is a 20 3 4 24 3 3 4 6 violation of the New York State Education Law.These MODEL# PA44 (REF# 24 4 q drawings and specifications are an instrument of service AB44), MODEL# PAb6E 7.12 - 12.12 28 4 5 and are the property of the Architect.These drawings NAILING REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED 25% IF NAILS ARE CLINCHED. JOISTS and specifications are not to er used on any other ro ect,except b written permission of the Architect. (REF# A66E SEE PLAN 32 5 6 p j p y p FOR SIZES. 36 5 6 2 HEEL JOINT CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE IS SUPPORTED BY A c 11 LOADBEARING WALL, HEADER OR RIDGE BEAM. PROJECT NO. 16-AR004 GRADE ' TABULATED CONNECTION REQUIREMENTS ARE BASED ON TOTAL UPLIFT WHEN INTERMEDIATE SUPPORT OF THE RAFTER 15 PROVIDED BY VERTICAL STRUTS OR PURLINS SCALE As Noted DATE 4/25/16 MINUS 2/3 OF THE ROOF ASSEMBLY DEAD LOAD (2/3 X 10 PSE). Tn A LOADBEARING WALL, THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED PROPORTIONALLY TO THE REDUCTION IN SPAN. DRAWN BY WP CHECKED BY Rs 2 WHEN THE TABULATED NUMBER OF NAILS REQUIRED IN EACH END OF 4 BLOCKING a 5/8 DIA. ANCHOR BOLI THE STRAP IS EQUAL TO I AND THE FRAMING IS ATTACHED IN ACCORDANCE EQUIVALENT NAILING PATTERNS ARE REQUIRED FOR CEILING JOIST TO CEILING JOIST LAP -01 TITLE WITH 10' MINIMUM WITH IN TABLE 3.1, THE RIDGE STRAP AND ADDITIONAL NAILING I5 NOT SPLICES. 4' ° EMBEDDED LENGTH INTO INTERVALS CONCRETE R QUIREN A COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP THE NUMBER 6 TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME CEILING JOISTS OR RAFTER TIES ARE LOCATED AT THE BOTTOM OF THE ATTIC SPACE. WHEN CEILING JOISTS OR RAFTER TIES ARE �. OF IOD COMMON NAILS REQUIRED IN EACH END OF THE COLLAR TIE NEED LOCATED HIGHER IN THE ATTIC SPACE, THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SECTION A-A a NOT EXCEED THE TABULATED NUMBER OF 8D NAILS IN A STEEL STRAP. SHALL BE INCREASED BY THE FOLLOWING FACTORS: Tables, 4 TABULATED CONNECTION REQUIREMENTS ARE BASED ON A 12' RIDGE STRAP SPACING, FOR DIFFERENT RIDGE STRAP SPACINGS, MULTIPLY THE CEILING HEIGHT/ ROOF RIDGE HEIGHT HEEL JOINT CONNECTION ADJUSTMENT Schedules and a TABULATED VALUES BY THE APPROPRIATE MULTIPLIER BELOW. IF THE FACTORS a NUMBER OF NAILS IN EACH END OF EACH RIDGE STRAP EXCEEDS 8, SPECIAL Diagrams CONNECTION HARDWARE IS REQUIRED. 5/6 6.00 A 4/5 5.002 TYP I CAL FLOOR AND ROOF BRACING Scale: 3/4" = 1'-0" 3/4 4.00 2/3 3.00 AT END WALLS Q 1/2 2.00 RIDGE STRAP SPACING (IN.) 12 16 Iq.2 24 48 72 1/3 1.50 SHEET 1/4 1.33 MULTIPLIER 1.00 1.33 1.60 2.00 4.00 6.00 116 1.25 3 TYPICAL POST SECTION Scale: 3/4" = I'-0" 1/10 I IO W - 2 FRAMING AND CONNECTOR DETAIL