The URL can be used to link to this page

Home My WebLink About6939 1 I I V>V1 N ZFJ%6 ka-L)V .S a7'4) 72) �d 7 PH r i BOARD MEMBERSo,t ' � Southold Town Hall Leslie Kanes Weisman,Chairperson •' � � S®(Sr = �� y® -\ 53095 Main Road•P.O.Box 1179 # ® Southold,NY 11971-0959 Eric Dantes a is Office Location: Gerard P.Goehringer ,�� Town Annex/First Floor,Capital One Bank George Horning - .'ter o% 54375 Main Road(at Youngs Avenue) Kenneth Schneider -®l�C®UNTi ,�.�a®9�`�.o,i°'I1 Southold,NY 11971 .. •��' RECE6 . ED http://southoldtown.northfork.net -0 1O e ZONING BOARD OF APPEALS AP° 2 6 2016 TOWN OF SOUTHOLD elijAltaQ, nt Tel.(631)765-1809•Fax (631)765-9064 wuthold Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF APRIL 21,2016 ZBA FILE: 6939 NAME OF APPLICANT: Ralph and Joan Vivinetto PROPERTY LOCATION: 2595 Wells Avenue(adj.to Jockey Creek) Southold,NY. SCTM#1000-70-4-17 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated March 4, 2016 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated March 24, 2016. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is EXEMPT from LWRP review. PROPERTY FACTS/DESCRIPTION: Applicants' parcel is improved with a 1 '/2 story frame home on a non- conforming lot consisting of 24,393.6 sq. ft. in an R-40 Residential Zone District. The parcel has 100 feet on Wells Ave., 244.12 feet along the north property line, 213.13 feet on the south property line and 102.31 feet on the east property line which fronts on Jockey Creek, all as shown on the plot plan by Brian Collins, P.E. dated 01-25-16. BASIS OF APPLICATION: Request for Variance(s) from Section 280-124 and the Building Inspector's February 22, 2016 Notice of Disapproval based upon an application for a building permit to construct additions and alterations to existing single family dwelling, at; 1) less than the code required minimum side yard setback of 15 feet, 2) less than the code required combined side yard of 35 feet. RELIEF REQUESTED: The applicant requests variances to construct a 22 ft. x 15 ft. living room addition to the existing 1 '/2 story single family dwelling with a single side yard setback of 8.5 ft. from the northerly property line where the code requires a minimum of 15 feet, and a proposed 2 car garage addition connected to the dwelling by a conditioned entry foyer with stairs to a second story bedroom and bathroom which will result in a side yard setback of 6 feet from the southerly property line, and a combined side yard setback of 14.5 feet where the code requires a minimum of 35 feet. Page 2 of 3—April 21,2016 ZBA#6939—Vivinetto SCTM#1000-70-4-17 AMENDED APPLICATION: At the public hearing the Board discussed with the applicants maintaining a minimum single side yard setback of 10 feet along the northerly property line for emergency access to the seaward side of the dwelling, thereby reducing the degree of non-conformance. On April 14, 2016, the applicant submitted a revised site plan with a 10 foot northerly side yard. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on April 7, 2016 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the relief as amended will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed additions and alterations will create a dwelling that is similar in size to most of the other dwellings in the neighborhood. The proposed additions will improve the curb appeal of the existing dwelling and will not adversely affect Jockey Creek. 2. Town Law $267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than area variances. The subject parcel's rear yard slopes toward Jockey Creek which limits additions in the rear yard. Additionally on the seaward side of the house there is a raised open and covered deck addition which makes other interior additions impractical. The front yard has numerous trees and a setback that is similar to other dwellings in the neighborhood. This leaves the side yards as the only practical location for expansion of the existing dwelling. 3. Town Law §267-b(3)(b)(3). The grant of the relief as amended herein is mathematically substantial, representing 33.3% relief from the code for the single side yard setback of 10 feet and 54.3 % relief from the code for the combined side yard setback of 16 feet. However, the proposed additions will have minimal environmental impacts on the creek and will maintain a substantial front yard setback which is characteristic in this neighborhood. 4. Town Law §267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will not have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law $267-b. Grant of the relief as amended is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new attached garage and living room additions while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Goehringer, seconded by Member Weisman (Chairperson), and duly carried,to GRANT the relief as amended for the side yard setback of 6 feet from the Southerly property line as applied for and for a side yard setback from the northerly property line of a minimum of 10 feet and combined side yard setback of 16 feet and shown on the plot plan prepared Elite Drafting and Home Designs, Inc. and Brian Collins, PE., dated received by the Zoning Board of Appeals on April 14, 2016. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Page 3 of 3—April 21,2016 ZBA#6939—Vivinetto SCTM#1000-70-4-17 Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minima in nature for an alteration that does not increase the degree of nonconformity Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Weisman (Chairperson), Schneider, Dantes, Horning, Goehringer. This Resolution was duly adopted(5-0). - , // : / ,1 Leslie Kanes eisman, Chairperson Approved for filing y/,22._ /2016 TABLE 3. 1 O ROOF SHEATHING ATTACHMENT REQUIREMENTS NOTE. ELITEFOR WIND LOADS-EXPOSURE B E DRAFTING � 0 O THESE PLANS ARE IN CONFORANCE WITH THE 20 10 RESIDENTIAL CODE OF NEW YORK STATE AS WELL AS THE AMERICAN S WIND SPEEEDP((mph) HOME OCIETYTHREE SE usT a5 90 00 110 1 20 30 40 I5o DESIGNS INC m OF CIVIL ENGINEERS, MINIMUM DESIGN � THE WOOD FRAME G3 I _4 r;) 5 _ 1 (S4 2 CONSTRUCTION MANUAL FOR ONE-AND TWO-FAMILY DWELLINGS rTRUCTUTAL SHEATHING 2001 EDITION E F E I F E I F 11 E I F 11 E F E F E F E SHEATHING PAFTEF4TKU55 SPACING (INCHES, GENERAL NOTES LocATlovs (INCHES, C.C.) MAXIMUM NAIL 5PACINGG Fk 8D COMI^ION NAILS I OD BOX NAILS(RICHES, O.C.) 1 �l BRIAN COLLIN5 , F . E . T _ r Q 1 . ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS 12 G 12 G 12 G 12 1 G 12 1 G 2 G I2 G 12 G I2 - - 59 0/1L.L0Vvl STREET PRIOR TO CONSTRUCTION AND PRIOR TO ORDERING MATERIALS. INTEPIOPZONE IG G I2 G 12 G G ?_ G 2 G 2 G 12 G 2 0 �I GARDEN CITY; NY, 1 1530 9.2 G 12 G 12 G 2 ( G 2 1 C 2 G 2 G 2 G 2 2. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS SUPERCEDE 24 G I2 G 2 G 2 G 2 G 2 G 2 G 12 G 0' a� I TEL:(5 1 (;)74 I -0053 SCALED DIMENSIONS. PERIMETER EDGE ZONE 1 2 G 1 2 G 12 G 1 2 G 1 2 G 12 G 12 G G G G fAX:(5 16)74 I -0053 _ � IG G 12 G 12 G 121 G 12 1 G G G G G G G G 3. RECORD ARCHITECT/ENGINEER OR DESIGN CONSULTANT ARE NOT 19.2 G 12 G 12 G 12 1 G G I G G G G G G 4 4 - - RESPONSIBLE FOR SUPERVISION, INSPECTION OR ADMINISTRATION 24 G 12 G 2 G G G G G G G G 4 4 4 4 OF THIS CONSTRUCTION PROJECT. GA5Le eNDWALL RAKE OR PAKF TPU55 W/LOOKOUT 13LOCK G G G G G G G G 4 4 - - - - 4. ALL CONCRETE STRENGTH [Fc] TO BE 3,000P.5.I. MIN. @28 DAYS GABLE eNDWALL RAKE OR RAKE TRU55 Wio RAKE OVERHANG G G G G G G G G G G G G G G G G �9 1 SEE TABLE .R402.2 ON FOUNDATION SHEET FOP, CONC COMPRESSIVE STRENGTH �- _-� - - - - - I ; L_____� af-al ED F - 20 5. FOUNDATIONS AND FOOTINGS ARE SIZED FOR BEARING ON VIRGIN BOARD SHEATHING r h �I �pR 4 SOIL AT MIN. BEARING CAPACITY OF I TON PER SQUARE FOOT I Rp OF ppPF-ate SHEATHING SIZE RAFT(INCHE5, SPACING MINIMUM IJUP BFP OF 8D COMMON NAILS ! EL I WITH A MINIMUM OF 3'-0" COVER. _ (INCHES, D.C.) L OP, I OD BOX NAILS PEP,SUPPO .T J I ; I ! I SEE TABLES 430. 1 � 40 1 .4. 1 ON FOUNDATION SHEET II ZONING g0A I xG OR. I x8 5HEATHING 12-1 9.2 2 2 2 1 2 1 2 2 2 2 G. ALL WOOD FRAMING, INCLUDING:COLUMN5,POST5,GIRDER5,PEAMS, Ix10OR LARGER 5HEATHING 12-19.2 3 3 3 3 3 - J0I5T5.5TUD5 ETC. TO BE DOUG FIR No.2 OR BETTER WITH: - - ! E - NAIL SPACING AT PANEL EDGES (IN.) � _ - 7. STRUCTURAL STEEL TO BE A5TM A3G,DETAILED, FABRICATED F NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL AND ERECTED AS PER A.I.5.C. FIELD(IN.) ---`- I. POP POOP SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE POOP, INCLUDING 4 PLET ON EACH SIDE OF THL ROOF PLAY:. THe 4 FOOT FERIIv11-11EE EDvF V)rIE (5. WOOD SILLS TO BE 2-2"xG" ACID OR WOLMANIZ'ED ATTACHP�1ENT TFOI)lFEMFNT5 SHALL BF LGED - - - - - - - - - - - - - - - - - - - - - - - - - - - - ANCHORED W/ i 2" X I/2" ANCHOR BOLTS ANCHOR r TABULATED 2 INCH O.C. NAIL SPACING A55UME5 5HEATHING ATTACHED TO PAFTER/TRU5S FRAMING MEMBEP5 WITH G >_ 0.4-, POR FRAMIN` , N'It 1L',tR_` ^Ill H O. ' �(�Q 1 05 G < 0.49,THE NAIL SPACINGS SHALL Be REDUCED TO G INCHES O.0 R ED @ 3G'' O.C. � 12` MAX FROM CORNERS 1 3. TABULATED G INCH O.C. NAIL SPACING ASSURES 5HEATHING ATTACHED TO P,AFTER/TR.U55 FRAMING MLP 1BERS WITH G ? 0.49. FOR FRAbAfNG VD.,1 3EF'S WMI 0.=;2 <_ > 1 < 0.49,THE NAIL�PA_ING.S SHALL BE REDUCED TO 4 INCHES O.C. - - - - - - - - - - - - - - - - - - - - - - - SCALE: NTS 4. TABULATED 4 INCH O.C. NAIL SPACING A55UMt5 5HEATHING ATTACHED I0 PAFTLR/fPU55 EPAMING MLMDLP5 WITH G >_ U.49. FOf FRAMINCG MFI ,SEP WITH U.-};' <_ G < 0.49,THE NAIL SPACINGS SHALL BE PEDUCED TO 3 INCHES O.C. 9. ALL HEADERS TO BE SUPPORTED ON DOUBLE STUDS OR 4"x4" P05T5 5. TABULATED NAIL SPACINGS ASSUME A BUILDING LOCATED IN EXPOSURE 5. UNLESS OTHERWISE NOTED [U.O.N.I. 10. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS AND UNDER ALL POSTS AND PARTITIONS RUNNING PARALLEL TO SAME. TABLE R301 .5- MIN. UNIFORMLY DISTRIBUTED LIVE LOADS 1 1 . BRIDGING TO BE EITHER FULL DEPTH 2"x SOLID OR I "x3" OR 18 GAUGE (IN POUNDS PER SQUARE FOOT) LIVE LOAD CRO55 BRIDGING,@ MID-SPAN OF FRAMING BAY AND NOT EXCEEDING 8'-0" ON CENTER. EXTERIOR BALCONIES Go 12. ALL HEADERS TO BE 2-2"x8"UNLE55 OTHERWISE NOTED. DECKS 40 13. THE TOP AND BOTTOM OF JOISTS SHALL NOT BE NOTCHED MORE FIRE ESCAPES 40 THAN 2 INCHES. PASSENGER VEHICLE GARAGES 50 14. ALL STRUCTURAL WOOD SHALL BE KEPT 2" CLEAR FROM CHIMNEYS. ATTICS WITHOUT STORAGE 10 15. ALL WOOD FRAMING ANCHORS FOR BEAM5,JOI5T5,RAFTER5,ETC.T0 BE SCOPE OF WORK: 0k'�`' 18 GAUGE MIN. GALVANIZED STEEL MFG. BY "TECO" CO. COLLIER5,WV• ATTICS WITH STORAGE 20 INSTALL 2 NEW DOGHOUSES ON EXISTING ROOF LINE, ADD NEW \ (800-G38-8989) OR SIMPSON STRONG-TIE CO. N CA. (800-999-5099)FOR FLUSH STRUCTURAL CONNECTORS. ROOM5 OTHER THAN SLEEPING ROOMS 40 LIVING ROOM ADDITION, NEW GARAGE AND MASTER BEDROOM CTORS.S. ADDITION, NEW BREEZEWAY AND NEW FRONT POKCI-1 `\ ^ I G. FOR 4" POURED CONCRETE SLAB PROVIDE G"xG" 1 0- 1 Oga. W.W.M. OVER SLEEPING ROOMS 30 \,O G MIL. POLYETHYLENE VAPOR BARRIER ON G" WELL COMPACTED SAND STAIRS 40 \ 'L�c e, O AND GRAVEL FILL. O�XN� QO O� 17. ALL CONCRETE HAUNCH FOOTINGS TO BE PROVIDED 245 CONTINUOUS GUARDRAILS AND HANDRAILS 20o REINFORCING RODS.16. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELOW GRADE TABLE R301 .7 - ALLOWABLE DEFLECTION OF O� (EXCEPT SLAB AREAS) SHALL BE DAMPROOFED WITH AN ELASTIC COAL STRUCTURAL MEMBERS LIVE LOAD � TAR BASE, 5ELF PRIMING BITUMINOUS PLASTIC CEMENT. 19. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND RAFTERS HAVING 5L0°E5 GREATER THAN 5/1 2 WITH NO INTO EXISTING CONTOURS, MAXIMUM SLOPE @ 3: 1 . FINISHED CEILING ATTACHED TO RAFTERS, U180 C/ PROPOSED 20. FIREPLACE FOOTINGS SHALL EXTEND G" FROM (FOUNDATION ON ALL SIDES INTERIOR WALL5 AND PARTITIONS H/180 AND SHALL BE 12" THICK. LOCATION OF FLOORS AND PLASTERED CEILINGS U3G0 221X;>� ADDITION 2 1 . PROVIDE COMBUSTION AIR VENTS AS PER RESIDENTIAL CODE P OF NEW YORK STATE. ALL OTHER STRUCTURAL MEMBERS U240 22. SMOKE-DETECTING ALARM DEVICE INSTALLED SHALL CONFORM WITH EXTERIOR WALLS WITH PLA5TER OR STUCCO FINISH H/3G0 �(e�G� O \ / SECTION R3 13 OF THE RESIDENTIAL CODE OF NEW YORK STATE. / O O REFER TO "SMOKE DETECTOR" NOTE IN PDX ON THIS SHEET. EXTERIOR WALLS -WIND LOADS WITH BRITTLE FINISHES U240 S �c 23. REGARDLESS OF WINDOWS INDICATED IN DRAWINGS, PROVIDE AT LEAST ONE \ s 22?� WINDOW IN EACH SPACE, (EXCEPT KITCHENS) FOR EMERGENCY ESCAPE, �0 REFER TO "WINDOWS SHALL CONFORM" NOTE IN BOX ON THIS SHEET. \ /, /�/ / 06 >L 24. MINIMUM AREA OF GLASS AND VENTILATION FOR HABITABLE SPACE SHALL ^5\O OlX\ BE 8 % OF FLOOR AREA FOR GL_ASS,AND 4 % OF FLOOR AREA FOR VENTILATION J °off \�• �'f �'`. 4 SECTION R303 \v p ,�Q�� O/ �1f R 4�; E o� v cl 25. ALL GLAZING SHALL CONFORM TO SECTION R308 "GLAZING" �k'� 2 �� \ 0<\ B i ZBA OF THE RESIDENTIAL CODE OF NEW YORK STATE, s<e 0' \ X1 �� ' SEE DECISION # PROPOSED LOCATION OF 2G. ALL CONSTR DATED UCTION SHALL BE IN ACCORDANCE WITH THEE PROPOSED �� 2� I O'X7' BREEZEWAY 2� 3 U RESIDENTIAL CODE OF NEW YORK STATE AND ITS ADOPTED GENERALLY m0 \O ACCEPTED STANDARDS. FRONT PORCH 27. ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTED PROPOSED LOCATION OF PROJECT AS REQUIRED BY NY5 CODE. CAST IRON PIPE SHALL CONFORM WITH .O 2 O LOCAL CODE REQUIREMENT5 WITH APPROVED JOINTS, PIPE SUPPORTS AND 23'X23' GARAGE CLEANOUTS. / °` = VIVINETTO RE5IDENCE 26. HEATING AND COOLII\,IG DESIGN SHALL COMPLY WITH A.5.H.R.A.E. STANDARDS. DO,Z \ 0� ADDITIONS * ALTERATIONS 20. ELECTRICAL DISTRIBUTION SYSTEMS SHALL COMPLY WITH THE "v \ O "D ( (o NATIONAL ELECTRIC CODE [NEC]. �� ` 2595 WELLS AVE IMPORTANT NOTES 5OUTNOLD NY 1 . THE RECORD ARCHITECT OR ENGINEER ARE NOT RESPONSIBLE FOR / (\� �� O PROJECT SUPERVISION, INSPECTION OR ADMINISTRATION OF TH15 CONSTRUCTION PROJECT. `S 2. ALL WORK SHALL COMPLY WITH THE RE51DENTIAIL CODE OF NEW YORK STATE, LOCAL CODES AND ORDINANCES HAVING JURISDICTION. 3. NO WORK TO COMMENCE UNTIL APPROVAL HAS BEEN OBTAINED FROM THE BUILDING DEPARTMENT OF THE MUNICIPAL AUTHORITY HAVING `_>EAL 1 51GI\;ATUF'i= JURISDICTION AND ALL NECESSARY PERMITS HAVE BEEN SECURED. -- - -- - 1 4. CONTRACTOR AND OR RESPECTIVE SUBCONTRACTORS SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL or- h9Evv - WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSES, �� F.Cps DISTORTIONS, AND D15ALIGNMENT ACCORDING TO ALL APPLICABLEE �Q� 4�Z. -- ----^ -�" CODES, STANDARDS, GOOD CONSTRUCTION PRACTICES. �► `� `''`' (, 1 `' 0 5. THE ARCHITECT ACCEPTS NO RESPONSIBILITY FOR THE WORK NOT . CONSTRUCTED ACCORDING TO THESE PLANS OR NOT UNDER HIS r A cry PERSONAL SUPERVISION. �� PLOT PLAN ��`® 06373� T-00 00 2 2 )-9F-CALE: 1 "= 1 5'-O" ��OFES °� � ELITE DRAFTING � < O HOME DESIGNS INC G3 1 -455- 1 G42 DIVISION I : GENERAL_ REQUIREMENTS : 21 .) THE OWNER SHALL ARRANGE FOR SUPERVISION OF THE CONSTRUCTION WORK 2.) PROVIDE BASE PLATE FOR ALL STRUCTURAL STEEL BEAMS BEARII IG Ord CON- l_.) PLYWOOD: a. TOP CHORD PLANE: PROPERLY INSTALLED PLYWOOD DIVISION 15: MECHANICAL BRIAN F . E . r R - SHA L COMPLY WITH THE FOLLOWING: TO INSURE COr 1PLIANCE WITH THE COIITPACT DOCUMENTS' CRETE OK MASONRY. PROVIDE STANDARD ANGLE ANCHORS AND INSERTS, SHEATHING WITH STAGGERED JOINTS AND COKKFCT A.) HEATING VENTL_ATON Ar1D AIR COIIDITIOHING: COLLIN5 , I .) l✓OP,K PERFORMED L TIES, CLIPS, ANCHORS, STRAPS, HANGERS. BOLTS, BLARING PLATE5 AND I .) ALL PLYWOOD SHALL 13E DOUGL A5 FIR AND 5HA1[ BP: MANUFACTURED Al JD HAILING SHOULD ADEQUATELY BRACE THE TOF CHORD A. THESE GENERAL NOTES UNLESS OT FIERWISF NOTED 22.) THE ARCHITECT HAS NOT BEEN RETAINED FOR THE DESIGN OF THE ELECTRICAL. OTHER HARDWARE AFJD FASTENING DEVICES AS MAY BE REQUIRED OR INDICATED - STANDARD � � - PLAN. HOWEVER, WHFN GABLE N TR = 1 .) ALL WORK SHALL_ BE IN FUi_L ACCORDANCE WITH ALL CURREfIT CODES. AND 59 WILLOW Of] PLANS OR SPECIFICATIONS. HEATING, A.C., OR PLUMBING SYSTEMS. CONTRACTOR,IS TO PROVIDE AS PER ON THE ARCHITECTURAL DRAWINGS. GRADED IN ACCORDA CE WITH H.S. PRODUCT _ APJDARD P� I-�3 FOR END .USSES AEI_ LOW STREET STATE, COUNTY. AHD LOCAL ORDINANCES. C0115TF,UCTIO11 AHD INPU5TPIAL PLYvNOOF)". USED. COIJTIl,0005 2X4 BRACES SHOULD BF INSTA[I_- REGULATON5 OF THE GOVERNING AGEf1CIE5, G/�RDEN CITY NY 11530 ED AT A 45' ANGLE TO THE TRU55 FRAMING. THESE 2.) MECHANICAL SUBCONTRACTOR TO SUBMIT SHOP DRAWIIIG5 INDICATING DUCT ' ' B. DESIGN REDS EQUAL IN ROR EXCEED WHERE THE BASIC r 2 EACH FI VA'00D SHFFT ",HALL BEAR THE "APA" C�•PADC:TFADFMARK.. BRACE5 SHOULD OCCUR AT 3 POINTS ON EAc 11 GABLE TEL: 5 16 74 I -005 3 VV'IfdD SPEEDS EQUAL OR EXCEED I I O fv11LES PER HOUR 3.) At CONNECTIONS SHALL BE AISC STANDARD. ) � LAYOUTS. CONDENSER LOCATION, DUCT 517_E5. FTC. TO ARCHITECT f EIOR ( ) _ ` �J END: I'AIDJPAN BETWEEN ROOF CENTER-LINE Ai ID TO INSTALLATION. tv1ECHANICAI SUBCONTRACTOR TO RFV!FU/STRUCTURAL SHALL_ BE DESIGNED III ACCORDANCE WITH "N?Ir11N/ M DESIGN DIVISION 3: CO[CRETE r 3.) ALL EHD i(AHT5 511AL[- BE 51AGGE�'ED AND "'Al! BUTT At UNG f 11L CCNf_LF; WALL ON EACH SIDE OF CENTER-LINE AND AT ( ENTER � - /n�\�/ _ DIVISION 6: SHOP DRAWING., AND NOTIFY THE ARCHITECT OF ANY NIECHAiIICAI_ All `)TTRCT F X:(5 I G)74 1 -00553 LOADS FOR BUILDING AND 0T!1ER STRUCTURES" BY THE [INCS OF F F AMIFIG f1lEfvl!)EF:S. LINE OF ROOF. UPAI_AND DESIGN 1 INTENT CONFLICTS PRIOR 1 O CO[IS i EUCTIOf I. Ai,IERICAJI SOCIETY FOR CIVIL ENGINEERS (ASCE 7)• A.) GENERAL : A.) LUMBER GPADF 3.) ALL WORK SHALL_ BE DOIJE If'] A f1C_A.T ArJD W- r; ANUt [ l.1APJIlEF'.Afdf) `- ) 1 .) THE CONCRETE PROPERTIES SHALI BE AS FOLLOWS : 4.) THE FACE GRAIII OF THE F[YWOO'D 5HALL BE LAID AT FIGHT AFJGLES TO L,. WEB MEMBER PLANS: PROVIDE CONTINUOUS C. BUII DING CODE OF NF�A✓YORK STATE T .,� THE JOI5l S AND T'F,US5F5 All[) F,ARAI LCL TO THE 5 FUD5. 4 BRACES AT 45'ANGLE FROM THE BOTTOM CHORD AS TO HOT NEFDLF55l_Y HAtAI'f F,THAT F(_)f,'IO I Of THE WORK. F'FRFOF'I,,IFD E[NER6Y CONSERVATION CODE OF NEW YORK STATE. I .) ALL LUMBERLUMBERHALL BE. Ur1LC�5 OTHERWISE PJOTCD. rJO. 2 GRADE . HFN1-FIR BY OTHERS. ITEM MIN. COMP. STRENGTH WITH THE FOLLOWING UNIFORM STRUCTURE VALUES. GRADING SHALL COMPLY OF Tf1E TRU55. THIS BRACE SHOULD CROSS AT MIN. AGGREGATE SLUMP WITH PS 20-94 "AMERICAN SOFTWOOD LUMBER 5T,ANDAP,D" AJJD AFPI[CABI_F 5.) fJaJIS `)HALL_ BE PLACED 3/8" 1.11FJII ,ITO ENOfe1 THE EDGE OF THE 511EET" I_FAST 2 ADJACENT TRUSSES AND TERMINATE AT B.) PLUIv1BIHG: D. All APPLICABLE LOCAL AfJD STATE CODES, @ 28 DAYS (F'S1) 511E WESTERN WOOD 7 .� .�. t). ,LUDING ALL APPLICAP)LF_ THE P✓?IfiIMUI'v1 (AIL PCiJETP,ATION IIJTO FRAN1itNG MCr,JBE S S1 ALL BE " THE TRUSS RIDGE. SECURELY NAIL THIS BRACE I .) ALL WORK�11A.-I- E3._ li J FUI 1 At:,.0 .[ - N�:C V1'I1 F! Ail ;I_, _ .._i JT - I-. I[: ORDINANCES AND REGULAI IONS. ADJUSTMENT FACTORS. FOR 8d SJAiL5 El ID !-3/5" FOR !Od I IAIL5. CROSSES. � � r R 1 PR; FOOTINGS 3000 Y-112 4"-±-1" TO ALL MEMBERS IT CPO�SE�. IJ�TALL THIS F',RACING R.FGULAT IOU`, 0l-f 11C- G)U`✓ERf IIFJC% I,.CFi I( I"t5. E. IN AREAS WHERE THE DRAWINGS DO NOT ADDRESS SLAB-ON-GRADE 3000 Y-112 4"± 112" A. EXTREME FIBER BFHDING STRESS: Fb=850 AT ALL GABLE OR END WALL CONDITIONS AND AT N'IETHODICALI_Y, THE CONTRACTOR SHALL BE WALLS 3000 Y-112 + 6.) ALL FLOORS SHALL BE GLUEF) AND NAILED WITH APA APPROVED CI_A5TOMFRIC I FOOT MINIMUM INTERVALS THROUGHOUT THE TRUSS 2.) ALL WORIF S11A!_L BF DO1JF IN A HI Ai_ AIJD \A'OP.KNiAHl ll F MAHIi lrf;AJ It) S() 4"_ I" PSI (REPETITIVE NUMBER USE) BOUND TO PERFORM IN STRICT COMPLIANCE GARAGE 5LAB5 STRUCTURAL ADHESIVE AIJD 8D COMMON, SMOOTH. OF, RP IG SHANK NAILS � r ,r F n WITH MANUFACTURER'S SPECIFICATIONS AND/OR T EXTERIOR SLABS 3500 Y-112 4"- W/5" B. HORIZEPITAL SHEAR : 75P51 SYSTEM. A� TO lJOF PJEEULE_) )I_Y 11A.i"E'ER.1 i IA.1 POR11O1J O ,[if (-F'F•. FI RI-OF.f,.1E1 RECOMMENDATIONS. AIR EI ITRAINMETIT C. COMPRESSION PERPENDICULAR.TO GRAIN SPACED 6" O.C. AT FA!JEL EDGES Al 1D 0" O.C. AT INTERMEDIATE SUP- BY OTHERS. PORTS. Fct= 405 PSI C. BOTTOM CHORD PLANE: PROVIDE CONTINUOUS 2 3.) PLUN15ISIG 5UBCUJil FACTOP 10 PF-\"IF!�,':3-FF'U(:TUF:AI_ AND !✓ii-C-HAIII(__A.L I_ P,A'A`ltl(,_) D. COMPRESSION PARALLEL TO GRAIN FC X 4 BRACES ON TOP OF THE BOTTOM CHORD OF ALL N OF ALL DIMENSIONS AND CONDITIONS SHALL 2.) CONCRETE WORK SHALL CONFORM TO ALL REQUIRMENT5 OF AC 1-3 1 8-LATE5T EDITION 1 300 P51 M.) CORNER BRACING: ROOF TRUSSES. THREE ROWS MINIMUM ARE F'.EQUIKED AND f NOTIFY THE ARCHITECT (-,)I-AIJY PI I)P.1LjIfJG. HVAC, 51 F,.U(;l UFAI . ANC) 2.) Of J SITE V.F_R.IFICATI O BE THE RESPONSIBILITY OF THE GENERAL_CONTRACTOR AND HIS 5UBCON- E. MODULUS OF ELASTICITY : If = 1 ,300.000 PSI AND A5TM C 57. SPECIFICATIONS FOP STRUCTURAL CONCRETE FOR BUILDINGS. LOCATED AT TI1[ I/4 POINTS OF THE TRUSS SPAN. DESIGN INTENT COPJFIJCTS Fr=__.IOF;TO C(>!J`TRUCTIU!J. TRACTORS. I .) UNLESS OTHERWISE NOTED, BRACF EXTERIOR CORNERS OF BUILDING WITH SECURELY NAII THESE BRACES TO ALL MCMBFF'_5 DIVISION 16: F[ECTPJCAL 3.) ALL REINFORCEMENT, ANCHOR BOl_T5, PIPE SLEEVES AND OTHER INSERTS I x I DIAGONALS, LET INTO 5TUD5. OR WITH 4 X (5 PLYWOOD SHEET OF THICK- THAT IT CROSSED. 3.) !NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. NEVER,SCALE SHALL BE POSITIVELY SECURED IN PLACE AND I OCATED ACCORDING TO C. MOISTURE CONTENT : 1 9% MAXMIUM.DIRECTLY FROM DRAWINGS. CONTRACTOR SHOULD CONSULT ARCHITECT THE APPROPRIATE ARCHITECTURAL DRAWINGS AND DETAILS BEFORE CONCRETE ESS TO MATCH THAT OF SHEATI111NG. OR WITH MFTAI_ SFPAP DEVICES IrJSTAI 5 - � I .) ALL WORK SHALL BF IN FU L!_ACCOP.DAfJCE W!FH ALL Cl1PREFIT CODES At JD .) WOOD FLOOR TRUSSES IN CASE OF QUESTIONS. I ED Ill ACCORDANCE WITH I\IAfJUIFACTUF,ER,S INSTRUCTION5 (I 6 GA. COMPAR5- SHALL COIv1PIY WITH THE RFQUIREMEHIS OF THE SERVING POWER AND TFI C- 15 PLACED. 2.) OTHER SPECIES MAY BE USED PROVIDED SUBSTITUTED SPCECIES SHALL MEET 51011 TCN51014. I .) FLOOR TRUSSES TO BE MANUFACTURED AND INSTAI_[_ED IN STRICT ACCORDANCE PHONE COMPANIES. 4.) THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE OP EXCEED REQUIREMENTS NOTED ABOVE. �� SHOWN., B. STEEL : N,' ) REINFORCING STEEITH MANUFACTURER'S EFCONIMENDATION. ALL SPANS, JOIST DEPTH AND 2.) ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER AND SO JOB UNLESS OTHERWISE NOTED OR HOVE N. 2•j LAP PLATES AT ALL CORNERS. SPACING TO BE VERIFIED BY MANUFACTURER'S. SHOP DRAWINGS INDICATING AS TO NOT NEEDLESSLY HAMPER THAT PORTION OF THE WORI;PERFORMED I .) REINFORCING STEEL_SHALL BE INTERMEDIATE GRADE NEW BILLET DEFORMED CALCULATIONS, LOADING, LOAD TEST DATA AND ANY OTHER INFORMATION BY OTHERS. 5.) DISCREPANCIES: THE CONTRACTOR SHALL COMPARE AND COORDINATE BARS GRADE 60 CONFORMING TO A5TM A 6 1 5. WELDED WIRE FABRIC SHALL 3.) MOISTURE CO[ITEI IT: ALL LUMBER 4" AND DEEPER SHALL HAVE A MOISTURE F1.) !JAILING REQUIRED SHAJ_L BE SEALED BY A PEOFESSIOr4AL CtJGIfIEEP,REGISTERED ALL DRAWINGS. WHERE IN THE OPINION OF THE CONTRACTOR. A D15- CONFORM TO A5T[vl A-185. SEE ARCHITECTURAL DRAWINGS FOR SIZES AIJD CONTENT NOT GREATER THAN 1 9%. AIR DRIED LUMBER IS DESIRED BUT IN TLiC JURISDICTION WHERE CONSTRUCTION IS TAKING PLACE. TRUSS 3.) INSTALLATION: CKEPANCY EXISTS, HE SHALL PROMPTLY NOTIFY THE ARCHITECT IN_ TIALL BE RESFON- MUST BE SLOW AND REGULATED TO CAUSE A MI LOCATION. NOT NECESSARY. LUMBER MAY BE KILN DRIED. HOWEVER DRYING PROCESS 3.) ALL FJAII ING SHALL BE IfJ A,CCORC)ALICL F1'll H SEC IONS R602.3(1) AND R602.3(2) MANUFACTURER SHALL VERIFY ALL SPANS.DIMENSIOf 1S, BEARING POINTSWRITING BEFORE PROCEEDING WITH THE WORK OK HE MINIMUM Af\IOUf IT OF CIIECKIf1G. AS WELL AS TABLE`) P,602.31 I)TFIF OUGH R602.3(4) Of THE F;E51DE[JTIAL CODE OF A.) ALL EQUIPMENT INSTALLED OUTDOOR AND EXPOSED SIBLE FOR THE SAME AND ANY INDIRECT RESULTS OF HIS ACTION. COMPARABLE WITH AIR DRIED STOCK. SPACING. ETC. FABRICATOR MUST SUBMIT TWO SETS OF COMPONENT SHOP 2.) DETALING. FABRICATING AND PLACING OF REINFORCEMENT SHALL BE IN NEW YORK STATE OR, IN ACCOPPAHCE WITH ASC(P- ER TO THE "FASTENER. DRAWINGS AIID TRUSS LAYOUT PLAN, EACH SEALED BY A PROFESSIONAL TO WEATHER SHALL BE WEATHERPROOF. ACCORDANCE WITH AC 1-3 15 MANUAL OF STANDARD PRACTICE FOR DETALING 6.) OMISSIONS: A.RCHITFCTURAL DRAWINGS AND SPECIFICATIONS SHALL REINFORCED CONCRETE STRU 4. ALL EXTERIOR LUMBER AND LUMBER IN CONTACT WITH MA5Or,RY OR CONCRETE SCHEDULE FOR 5FP.UC7 UFAL 1\,1Ff,iBERS" OFJ DRAWPIG C-2 FOR FIJKTHEF: INFORMATION)ENGINEER REGISTERED IN THE JURISDICTION WHERE THE CONSTRUCTION _ BE CONSIDERED AS PART OF THE CONDITIONS t OR THE WORK. IN NCE WITH CRS 1 STANDARDS. ) F B.) BOTTOM OF RECEPTACLES AND SWITCHES SHALL BE THE EVENT THAT CERTAIN FEATURES OF TFJF CONSTRUCTION ARE NOTKLQUiKLU �`' SHALL BE PRESSURE PRESERVATIVE TREATED If 1 A•CCORDANCE WITH AMPA 15 TAKING PLACE, TO ARCHITECT PRIOR TO FABRICATION. OP1E FOR ARCHI- TECT'S RECORDS AND ONE TO BE RETURNED TO CONTRACTOR AFTER REVIEW. LOCATED 5"ABOVE COUNTER TOP UfJLES� OTHERWISE FULIY SHOWN Oil THE DRAWINGS, CURRENT NATIONAL, STATE AIJD LOCAL STANDARDS AND STAMPED "GROUND CONTACT 0.40 LB5./CUBIC FEET". 0.) FIRE 5TOFFING: NOTED Oil DRAWINGS. CODES, ORDINANCES, REGULATIONS OR AGREEMENTS AS WELL AS CURRENT 3.) ALL REINFORCING BARS WHICH INTERCEPT PERPENDICUTAR ELEMENTS SHALL ACCEPTABLE BUILDING PRACTISES SHALL GOVFRIl, AFJD THEIR CONSTRUC- P G TAMPS SHALL APPEAR ON ALL LUMBER 5T T - - 2.) STORE TRUSSES ABOVE GRADE TA WOOD STACKING TO PREVENT CONTACT C.) RECEPTACLES SHALL BE INSTALLED VERTICALLY TERMINATE IN HOOKS, PLACED TWO (2) INCHES CLEAR FROM SIDES �TO 5J GRADE S I .) FIEF _,iUPPI1JG SHALL BC PR.O'v"IIDCD �O CUT OFF ALL CONCEALED DRAFT TION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS OF ELEMENT & (3) INCHES FROM BOTTOM. WITH BARE EARTH. COVER WITH TARPAULINS TO PRCVESJT EXPOSURE TO AT 2" ABOVE FINISH FLOOR((8" IN BASEMENTS) AND 12'-O" O.C. THAT ARE SHOWN OR !TOTED. OPENINGS (BOTH ,'_) O I I" AFJD HOF.I. MBEFT I) 1TJ_IWIT i 2" NOMINAL L AL LUMBERTTHE ELEM[fJTS. ALWAYS STORE UPRIGHT ESPECIALLY IF STACKING. HORIZONTALLY. ALL RECEPTACLES WITHIN G'-O" 6.) STORE ALL LUMBER ABOVE GRADE AND PROTECT FROM EXPOSURE TO OF 2 THICKNE55E5 OF I" PJ01,11 fJAL LUMBER WITH BROKEfJ l_AP JOINTS 0R 7.) THE ARCHITECT WILL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE ) � WEATHER, HORIZONTALLY OF A SINK LAVATORY OR TUB SHALL � THE CONTRACTOR.,HALL NOTIFY THE BUILDING OFFICIAL AT LEAN CTFHEF,AFFRO\CD fv1ATEPJAL• BE WIRED TO A GROUP 1D FAULT INTERRUPTED CIRCUIT. C' � CONTROL OVER COrNST-RUCT ION MEANS. METHODS, TECHNIQUES, SEQUENCES" FORTY-EIGHT (48) HOURS PRIOR TO EACH CONCRETE POUR. NO CONCRETE DIVISION 7: THERMAL AND MOISTURE PROTECTION f,� OR PROCEDURES. OR FOR SAFETY PKECAUTION' AND PROGRAMS, If,l COINNCC- SHALL BE POURED INTO FOOTINGS CONTAINING STANDING WATER OR MUD. B.) FLITCH BEAMS : `� TION WITH THE WORK, AND WILL NOT BE RESPONSIBLE FOP,THE FAILURE FOOTINGS SHALL BE DEWATERFD PRIOR TO PLACEME14T OF CONCRETE. NO F.) AI IGrJMErIT: A.) ROOI`lHG: D.) WALL_SWITCHES TO BF 48" ABOVE FLOOR. OF THE CLIENF OR HIS CONT FACTORS. SUB-CONTRACTOK5, O�AHYOIJE CONCRETE SNAIL_ BE PLACED UNTIL ALL REINFORCING HAS BEEN INSTALLED F:EGEIVED IN H F WORK TO CARRY OUT THE WORK IN ACCORDANCE = 1 . ! 1 AM `HALL HAVE A MINIMUM Fb- 1 500. E-1 .4 WITH MIN. 12" ` ,, 1•1, FROM = ``�I - `)I ) ' , S ,) � E.) ALL SMOKE THAT DETECTORS TON WIRED IN A fACTI AT PERFORMING A .Y O. THE O .K _ C E BY THE COSNTEACTOE AND INSPECTED BY THE_ BUII_DIrJG OFFICAL. ) FL�TCI BEAMS � /_ ' ) AlAI I RAFT CRS At ll� J�i�i Fr,/\i.11 1� f C N. C J I U._ i L _ C t_.� �.t iAi I. LAP AT I .) A�F,1ALT JHIPJGLE.�. TWENTY- FIVE (25)YEAR SELF')EA[_IfJG SHil1Gl_ES OVER. WITH THE APPROVED COrJTRACT DOCUME!1T• BOLTS LOCATED HOT CLOSER THAN 2" FROM THE TOP AND BOTTOM EDGE l_EA5"I" 51X (6) f11CHFS AND BE 5if'IY.,ED TOGEF11i_R. I LAYFP. OF 1 5# ASPHALT SATURATED FELT UNDERLAYMENT UNLESS OTHERWISE SUCH TI1AT THE ACTIVATION OF ONE WILL ACTIVATE 016 5.) IAINIMUM PROTECTIVE COVER FOR REINFORCING STEEL SHALL BE AS PER U14LE55 OTHER WISE NOTED. THERE SHALL BE A BOLT TOP AIJD BOTTOM NOTED. INSTALL ACCORDING TO MAIJUFACTUKEE":, [f15TRUCTiON5. ALL. APR Zu V 6.) ANY.ArJD ALL DRAWINGS Al ID SPECIFICATIONS FOR 5IT[WORK, FLUMe)IIJ(' 2_" FROM FACF1 END (SEE TYPICAL FLITCH FLATS BOLT F.ATTEEFJ DETAIL_). 2.) WHEN FRAfvllf lG FHD TO 111D 10115TS 5HAI_L BE ` FCUP.ED TOGETHER BY MFIAJ SUPPLY OR WASTE. ELECTRICAL CIRCUITRY, AND HEATING, VENTILATING, ACI 3 18 AS FOLLOWS: FIRE/ BURGLERY 5Y5YTEM5, CABLE/TELEPHONE, MINIMUM COVER STRAPS. 2.) ICE PROTECTION: PROVIDE A 5ELF ADHERING POLYMER MODIFIED BITUMEN SHEET FABRICATED TRUSSES, AND AIR CONDITIONING SYSTEMS ARE HOT A A. CONCRETE CAST AGAINST At ID C.) JOIST HANGER„ (ICE SHIELD)THAT 15 TO EXTEND FROM THE EAVE'5 I DGF TO A POINT AT LEA5T 24" 7C}(�►ING 130�RD OF APPEALS PART OF THE FNOFE5510NAI_ SERVICES PROVIDED TO THE cCLIEHT BY PERMANENTLY EXPOSED TO EARTH. 3" I .) ALL FLIKLIN5. JOISTS AND BEAMS NOT FP.AMED OVCF;SUPPORTING MEMBER= u 1 I'AFJ ITIO!J`_J: INSIDE THE EXTFNIOR WALL LINE OF THE BUILDING. THE ARCHITECT UNLESS INCLUDED UNDER THEIR AGREEMENT. ANY DI5CREPAHCIE5 WITH THESE DOCUMENTS BY ANY OF THE ABOVE LISTED B. CONCRETE EXP05ED TO EARTH OR WEATHER: SHAI I_ BE SUPPORTED BY fv1FAIJ5 OF METAL HANGERS. 1.) GENERAL: SERVICES AS SHOWN M DOCUMENTS PREPARED BY OTHERS SHOULD BE - 3.) CEDAR SHAKES : #2 GRADE RED-LABEL CEDAR SHAKES (1 8" 1 X .45"T) INDICATED I14 WRITING TO TTIE: ARCHITECT IMMEDIATELY. NO. 6 THROUGH NO. 15 BARS. 2" 2.) JOIST HANGERS SHALI BE PRIME QUAL ITY STEEL WHICH CONFORMS TO � OVER ONC LAYER 150 A.S.F. Ul'IDERLAYMENT. INSTALL WITH 412" WEATHER NO. 5 BAR. W3 I OR D3 I WIRE. AND SMAL LFR. 1 112" Sr a. DOUBLE JOLT_, CEfJTCRF[» III(DER ALL F'AFALLFI_ PA 'TI A5TM-A5�6. MIN. 20 GAUGE. PRODUCTS ACCEPTABLE !ALL BE SIU-1PSOr1. TIONS FOR. FLOOR TRU'USFS. FOI I )lA' I:1AfJIJFACTURER1S CXFO.)URE. APPLY AN !8" WIDE STRIP OF 50 A. S. F. OVER EACH COUR_)C 9.) PRIOR TO APPLICATION FOR BUILDING PERMIT, THE CONTRACTOR WILL C. CONCRETE NOT EXPOSED TO WEATHER KART-SAG, OR CQUIVALEf IT. INSTRUCT IOf I. OF SHADES. 9" FROM BOTTOM EDGE OF SHADE EXJ ENDING OVER TOP OF FURNISH THE ARCHITECT 'WITI 1 TWO SETS OF SHOP DRAWINGS OF ALL OR IN CONTACT WITH GROUND: SHADES AIJD OVER SHEATHING. PREFABRICATED COMFONEFJT5, ONE SET TO BE RETAINED BY ARCHITECT, SLABS. WALLS, JOISTS: D.) BOLTS IN WOOD FRAMING: b. PROVIDE SOLID BLOCKING AT -O" O.C. BETWEEN 4.) LAVE FLASHING: 5FE MOTE B-4. BELOW. THE OTHER SET TO BE RETURNED TO CONTRACTOR AFTER REVIEW. THE JOIST AND F!R5T III T EF'.IOR PARALLEL JOIST. ITEMS REQUIRING SHOP DRAWINGS INCLUDE BUT ARE NOT LIMITED NO. 14 AND NO. 18 BARS. 1 112" 1 .) ALL BOLTS IJ WOOD FKAMIIIG SHALL BE STANDARD MACHINE- BOLTS WITH 5.) EXTERIOR WALLS SHALL HAVE R.-1 5 (3-112") KRAFT FACED FIBERGLASS INSULATION TO ROOF TRUSSES, FLOOR TRUSSES. STAIRS. CABINETS, VANITIES. FJO. I I BAR AND SMALLER. 314" STAf JDARD MALLEABLE IRON WASHERS OR STEEL_ PLATE WASHEK5. AND ROOF SHALL HAVE R-38 ( 2") KRAFT FACED FIBt F:GLA55 INSULATION. THE ETC. SHOULD THE DESIGN OR CONFIGURATION OF A14Y PREFABRICATED C. �Pl_ICF� OF THE TOP A.'1D (BOTTOM PORTIOFJ OF DOUBLE COMPONENT BE MODIFIED DUPING C0115TRUCTION FROM (PREVIOUSLY BEAMS, COLUMNS: TOP PLATES L/lUST BE 5TA(( ; -PLD A N11NIF,1W,1 OF VAPOR BARRIER 15 TO FACE THE HEATED SURFACE, APPROVED SHOP DRAWING, THE ARCHITECT SHALL BE FURNISHED. 2.) STEEL PLATE 1A'ASHER SIZES SHALL BE AS FOLLOWS: 4'-O" PRIOR TO FABRICATION, WITH REVISED SHOP DRAWINGS INCORPOPATING PRIMARY REINFORCEMENT. TIES 5.) FLASHING: THE REVISION. IF THE ARCHITECT IS NOT PROVIDED WITH THE ABOVE STIRRUPS, SPIRALS. 1 112" a. 112" AND 5/8" DIAM. BOLTS - 2-1/4"Sq. X 5/16" d. SPLICES 5HAi1 OCCUR OIJILY DIKFCTLY OVER STUDS. I .) ALL FLASHING, COUNTER FLASHING, AND COPING W[IErl OF METAL SHALL INFORMATION. THE CLIENT SHALL DEFEND, INDEMNIFY, AND HOLD b. 314" DIAM. 5OLT5-2-5/8" 5(1. X 5/I G" HARI'/ILE55 THE ARCHITECT FROM ANY CLAIM OR SUIT WHATSOEVER, SHELLS. FOLDED PLATE MEMBERS: BE OF NOT LE55 THAN NO. 26 U.S. GAUGE CORRO'LION-RESISTANT METAL. STRUTUPAI_ \/ARIA(IOFJ`> '.�' `- -',(l0'�'FD IF SUBSTAN- _ INCLUDING BUT NOT LIMITED TO, ALL PAYMENTS, EXFEN5EF) OR COSTS NO. 6 BAR AND LARGER. 3/4" 3.) EACH BOLT HOLE IN WOOD SHALL BE DRII[ED I/I G" LARGER THAN DIAMETER C. TIATED BY LHGINEEF1N` _/�L(;1)IATION5. ")TAMPED INCLUDED. ARISING OR ALI FGFD TO HAVE ARISEN FROM PREFABRICATED NO. 5 BAR, W3 I OR D3 I WIRE, AND SrAA!;rR. /2" OF BOLT. 2.) FLASH ALL EXTERIOR OPENINGS AND ALL BUILDING CORNERS WITH APPROVED ITEMS. BY PROFCS5IOIAI FiJGINEIFF°IJC_F°1_5FD TO PRACTISE MATERIAL TO EXTEND AT LEAST 4" BEHIND WALL COVERING. COVER Al_t_ C.) FOUNDATION : Ill THE JURISDICTION WHEh?C CONSTr:,UCTIOI.I IS EXPOSED PLYWOOD AT BUILDING CORNERS WITH WATERPROOF BUILDING PAPER, 10.) USE OF THESE DOCUMENTS WITHOUT 'WRITTEN PERMISSION OF THE ARCHI- 4.) FOR SILL ANCHORS. SEE TYPICAL DETAILS ON ARCHITECTURAL_ DRAWINGS TAF;ING PLACE. OPJE SET OF C,At011 A.TIOIJS TO TECT 15 FORE,IDDLH. COPYRIGHT I ., FOOTING DEPTHS ARE SHOWN ON THE ARCHITFCTUPA,_DRAWINGS. FOOTINGS BE PROVIDED TO A,ECI IIT6.. T FOR AFFIROVAL PF,IOR 3,) 5TEP FLASH AT ALL ROOF TO WALL COI IDITIOIIS. FLASH AND CAULK WOOD E.) LAG BOLTS: TO CONS CNUC T!Of 1. SHALL BEAR A MINIMUM OF I'-O" INTO OKIGIHAI_ UNDISTURBED SOIL AND BEAMS AND OTHER PROJECTIONS THROUGH EXTERIOR WALLS OR ROOF SURFACES. I I .) THE CONDITIONS Ar1D A551_)MFTIOH5 STATED IN THESE SPECIFICATIONS A MINIMUM OF 45" BELOW FINISHED GRADE. WHERE REQUIRED, STEP SHALL BE VERIFIED BY THE- CONTRACTOR FOR CONFORMANCE TO LOCAL FOOTINGS TO RATIO OF 2 HORIZONTAL TO I VERTICAL. I .) 511AI_L BE OF STRUCTURAL GRADE STEEL_CONFORMING TO A5TM A307. f. LAPTOP PIATF`_5 AT COR.'IBF,`_,1 ArID INTCRSECTLOr15. 4.) RAVE Fl_A5H1[JG VV'HCfJ REQUIRED SHALL CONNSIST OF TWO LAYERS OF 150 CODES AND CONDITIONS. Ill THE EVENT Of A DISCREPANCY BETWEEN THESE SPECIMCAT[0115 AND LO_.AL RULFS OR CONDITIONS. THE CONTRAC- 2.) WASHERS SHALL BE PLACED UNDER THE HEAD OF LAG BOLTS BEARING ON A.S.F. CEMENTED TOGETHER IN ROOFADDIT OP,I TO REQUIRED NAILING FROM 2.) WHERE CONDITIONS DEVELOP REQUIRING CHANGES IN EXCAVATION5.SUCH 2.) BEARING WALLS SUPPONTIrJG OrNE FLOOR ON MORE: TOR SHALL. 1;OTIFY THE ARCFiiTECT IN WRITING OF THE DIS(CREPA.rJCY i THE EDGE OF THE SAVE UP THE ROOF TO OVERLAY A POINT 24 INCHES WOOD. LENGTH OF LAG BOLTS SHALL BE fJIiSJIv1UN1 2/3 DEPTH OF MEMBERS AND SPECIAL ENGINEERING EEOOKEMENT5 SHALL BE APPLIED TO INSURE CHANGES SHALL BE MADE AS DIRECTED BY THE ARCHITECT, BEING BOLTED TOGETHER. a. PARTITIOf 1S MUST BE C-01151 RUCTED OF Iv11r1!MUI✓1 11151DE THE INTERIOR WAIL LINE OF THE BUILDING. THE BUILDING'S STRUCTURAL_ !HTFGR!TY. 12.) THESE REQUIREMENTS MAYBE SUPERSEDED BY MORE STRINGENT IHFORI,JA_ 3.) ALL FOOTING EXCAVATIONS SHALL BE INSPECTED BY THE BUILDING Off CAL 2_ X 4 STUDS SPACED 6" O.C. OF TYPE LUMBER C.) ATTIC VENTILATION: TION CONTAINED W'ITHI11 THC DRAWItNGS. THE MORE STRINGENT SHAI_i_ PRIOR,TO THE PLACING OF ANY CONCRETE. THE BUILDING OFFICIAL SHALL F.) ALTERING STRUCTURAL MEMBERS: SPECIFIED. BE GIVE[I FORTY-EIGHT (48) HOURS !NOTICE FOR TH15 OBSERVATION. I,. BY A DOUBLE TOP PLAT,_ OF L[55 THAN 2-2 X 0 S I .) ENCLOSED ATTIC TRUSS SPACES AND ENCLOSED ROOF RAFTERS SHALL HAVE BE FOLLOWED. F OMITTED. NOTCHED, CUT BLOCKED OUT I .) NO STRUCTURAL_MEMBER SHALL BE O CROSS VENTILATION FOR EACH SEPERATE SPACE ut ITH SCREENED VENTILATING 13,) SOIL CONDITIONS SHALI_ CONFORM TO OR EXCEED THE FOLLOWING CONDI- 4.) SOIL INVESTIGATION AND REPORT : ALL EARTH WORK COMPACTION AND OR RELOCATED WITHOUT PRIOK APPROVAL BY THE ARCHITECT. DO NOT OR 3-2 X -11 S 15 USED. FLOOR JOISTS SHALL BE OPENINGS PROTECTED AGAINST THE RATE f ICE E MOISTURE SCREE AND RAIN IN TIONS: ALTER SIZES OF MEMBERS NOTED WITHOUT AFPKOVAI OF ARCHITECT. CENT[RED DIRCCTI Y OVEK AND BELOW BEARING WALL SUPERVISIONS SHALL BE DONE ACCORDING TO THE RECOMMENDATIONS OF ACCORDANCE WITH ALL STATE AHD LOCAL CODES AND ORDINANCES. SEE DETAILS BEARING CAPACITY : N1iN. 2000 PSF, FIELD VERIFIED BY A LICENSED THE SOIL IIJVESTIGATIOH REPORT PREPARED BY A LICENSED GEOTECHNICAL STUDS W17H A TOLERALICE: OF [JO h.10RE THAN !" Oil ARCHITECTURAL PLANS FOP,LOCATIONS AND DETAILS. SITE ENGINEER. UNDER ALL FOOTIr1GS AND ENGINEER. CONCRETE SLAB AND FOOTING CALCULATIONS ARE BASED ON G.) BULLT-UP BEAMS: UNLE55 51_IB5TAIJ TIATED P_',Y CNGINEEKIJG CAI COLA UNREINFOECED SLABS. A 2.000 PSF VALUE. IF OH-LITE TEST BORING LFJDICATE LESSER VALUES. TIOH5. DIVISION (5: DOORS A14D WINDOWS NOTIFIY ARCHITECT, IN WRITING 50 THAT NECESSARY STRUCTURAL MODIFICA- 1 .) BUILT-UP BEAtv15 OR JOISTS FORMED BY A MULTIPLE OF 2 X MFNIB[R5 SHALL WATER TABLE : MIN. 2'-O" BELOW BOTTOM OF ALL CONCRETE TIONS CAN BE MADE. BE LITEKCONNCCTED AS FOLLOWS: A.) GENERAL: SLABS AND FOOTINGS. FOOTINGS, FOUNDATIONS. c. BEARIr1G STUD WALLS MUST BE SHEATFIED U%ITH A I .) ALL WINDOWS SHALL HAVE INSULATING GLASS. OR SINGLE GLASS WITH WALLS, AND 5LAB5. SHALL NOT BE PLACED ON 5.) 51_AB -ON-GRADE SHALL BE 4"THICK RELNFORCFD WITH Gx6 W 1 .4 x W 1 .4 MINIMUM 1/2" SYSTEM BO)Ah:D FA5TEf ICD ACCORDING STORM WINDOWS OR EQUAL. 51Z-E5 INDICATED ON PLANS ARE NOMINAL OR INMARINE CLAY, PEAT AND OTHER ORGANIC MMF AND SHALL BE PLACED ON 6 MIL. VAPOR BARRIER ON 4" CRUSHED a. MEMBERS 9-114" AND LESS IN DEPTH: GLUE AFJD TO DKYWALl_ MANUFACTUR;CR RFCOI✓MENDATIOI I. ONLY. BUILDER TO CONSULT WITH WINDOW MANUFACTURER TO DETERMINE MATERIALS. STONE UNLESS OTHERWISE NOTED. INTERFJAIL W12 ROWS I Gd AT 32" O.C. STAGGERED EXACT 5[Z_[5, ROUGH OPENING, ETC. AT LEAST ONE WINDOW FROM EACH b. MEMBERS GREATER THAN 9-114" Ill DEPTH OR MULL IPLE BEDROOM 1 AREA SHALL HAVE A NET CLEAR OPEfdINC. AREA OF 5.7 SQ. FT. 1.4.) DESIGN LOADS: 3XG: GLUE AND THROUGH BOLT WITH I12" DIAMETER E.) WOOD ROOF TRUSSES: 6.) SLAB -ON-GRADE AT PORCHES SHALL BE 4"THICK UNLESS OTHERWISE NOTED. MACHINE BOLTS AT 24" C.C. STAGGERED. WITH A NET CI_EAR-HEIGHT OF 24", A NET CLEAR OFFrJIHG WIDTH OF 20'. LIVE LOADS: ROOF: 30 PSF (BASED UPON A GROUND SNOW LOAD OF 45 PSF I .) TIMBER TRU5 5[`) SHALL BE DFSIIGIJED IN ACCONDAIJCE WITH ANSI /TPI I AND A 511-1- HEIGHT OF 44" OE LESS ABOVE THE FL( OK FOR EGRESS PU- WIMANAILIOWED REDUCTION FOR SLOPED P.00FS A.rJD THERMAL FACTOE5 7.) INSTALL 1/2" DIA. X I'8" LONG HOOKED ANCHOR BOLTS AS PER MANUFACTURER'5 H.) CUTTING OF BEAMS. JOIST AND RAFTERS: STAHDAKD5. CAI CULAT IONS. ,10)I1JT STKT fNGT!I INFOR0.IATIOIJ (AI_LOWABLL RP05E5. GLAZING If] DOORS AND FIXED GLAZED PAHF15 IMMEDIATELY WHICH REDUCE THE ROOF LIVE LOAD 1-0 28.35 PSF SO WE WILL USE 30 PSF.) RECOMMENDATIONS; 1 2" FROM COKNE-K5/END5 AIID INTERVALS OF NOT MORE THAN LOAD PER SQUARE INCH OF: FrP t"ALL, ALLOWABI C EDGE D15TANCE. ALLOWABLE ADJACENT TO DOORS OR WITHIN 1 8" OF THE FLOOF WHICH MAY BE SUBEJECT FLOORS: 40 P5F (EXCEPT 5LEEPIrJG ROOMS: 30 PSF); BALCONIE5: 60 PSF; G'-0" O.C. MIf I I M U M EMBEDMENT FOR At,1CH0R BO!_T5/STRAPS 511AI_ BE AS W OD BFAIVS. JOISTS AND RAFTERS SHALL BE LIMITED TO =f1 D DI`TANCES LOAD TEST !-AT AFID QTHER INFORMATION AS FJE `SARY TO FREQUENT AND RECURRENT ACCIDENTAL HUMAI I IMPACT SHALL BE TEMPERED STAIR LANDINGS: 4 ESE. WIND LOAD: 46 F5F; GARAGE: 50P5F; MAXIMUM I .) CUTTING OF U L C ) CL�_ 0 SPECIFIED BY MEG. A� FER STATE AND LOCAL CODES AND ORDIFJANCE`). FOUNDATION lAi[RAL PRESSURE 40 PSF. CUTS AND BORED HOLES NOT DEEPER THAPJ I/6 THE DEPTH OF THE f�1EMBFR SI1Al_I_ BE SUBA-11TTFD TO [DEAL AUTHORITIES FOR APPROVAL PRIOR TO DEAD LOADS: FLOOR 15 PSF; ROOF: 12 PSF. 8.) BEAM POCKETS SHALL BE FORMED INTO CONCRETE WALLS TO PROVIDE A AND SHALL NOT BE LOCATED IN THE MIDDLE 1/3 OF THE 5PAN. [NOTCH FABRICATION. EACH TKUS5 SHAILL BE `)ECUP,ED AT BEAP,IIJG WITH OSJE SURFACE FOR ALL BEAMS WITH A MINIMUM OF THE ENDS AT THE MEMBER SHALL NOT EXCEED 114 THE DEPTH "RAFTER ETC" METAL TYFF ANCHOR AT EACH Ef ID. CONTINOUS LEVEL FLAT SOLID BEARING (UNKNOWN LOADS ANE TO BE DETERMINED BY ASCE 7 - 95 "MINIMUM DESIGN BEARING OF 4". OF THE MEMBEF;. HOLES BORED OF,CUT INTO JOIST SHALL HOT BE CLOSER, DIVISION) 9: FII115HE5 LOADS FOR BUILDING5 AND OTHER STRUCTURES") THAN 2 INCHES TO THE TIP OR BOTTOM OF THE J01515 AHD THE DIAMETER PROJECT DIVISION 4: MASONRY OF THE HOLE SHALL NOT EXCEED 1/3 THE DEPTH OF THE JOIST. THE A,) GENERAL: - 5.) BOTTOM OF ALL FOOTINGS SHALL EXISTING FBEYOND FROST (LINE OF THE TENSION 51DE OF BEAMS. JOISTS AND RAFTERS OF 4 If ICHE5 OR GREATER 2•) 5C1550F TKU55F5: MANUFA(CLJF'.CR TO CALCLJIATE HORIZONTAL THRUST SOIL OR SOIL_COMPACTEDD TO 95%11 BELOW LOCALITY AND MINIMINIMUMTRUSSES SUBJECTED TO DESIGN [OAF)5 AND TO INCLUDE THIS INFORMATION 1 .) ALL GYPSUM WALLBOARD 5HAl L BE INSTALLED IN ACCORDANCE WITH THE MODIFIED GRADED PROCTO UNDISTURBEDK DENSITY HAVING A A.) GENERAL : NOMINAL THICKNESS SHALL NOT BE NOTCHED, EXCEPT AT ENDS OF MEMBER_). OF LOAD CARRYING CAPACITY AS SPECIFIED IN NOTE 13, AS VERIFIED BY A SOILS WITH 5FIOP DRAWING_), EACH TRI IS5 TO BE 5t_CUEED AT 014L END WTH PROVISIONS OF THE BOCA, CABO. 05U LATEST EDITION AND. STATE AI ID LOCAL �7 [fC i �(� ENGINEER LICENSED IN THE LOCALITY WHERE PROJECT IS BEING BUILT. I .) MATERIA!_S 1.) PIPES IN STUD BEARING WALLS OR EXTERIOR WALLS: A METAL R.AFTEK TIE" TYPE At1CHIOP. AND A 5055OFI,S TRU55 C_OHNECTOK. CODES AND ORDINANCES (AS APPLICABLE). I N l�L I D i V i� `CLEVEL AND" OR APPROVED EQUAL, AT J HE OTHER END TO TIE DOWN THE 16.) ALL FOUNDATION WALL BACKFILL_ UNDER.SLABS ''WHERE DISTANCE FROM A) MORTAR SHALL BE TYPE "M" OR 5" A5TM C-270- 84 I .) NOTHCHES MUST NOT EXCEED 25% OF STUD DEPTH. BORED HOLES IN STUDS TRU55 W!11LE PER tv1 ITT[rIG I HI`TF?1155 TO f,,10VF OUTWARD Ut,'ITHOUT DEFLECTING 2.) GYPSUM WALLBOARD 5HA[I. NOT BE INSTALLED UNTIL WEATHER PROTECTIOI I ADDITIONS � ALTERATIONS EDGE OF WALL TO EDGE OF Ut]DISTURBED SOIL EXCEEDS I G" BUT B) HOLLOW CMU SHALL MEET ASTM C-90-75 CAN HAVE A MAXIMUM DIAMETER OF 40%, OF STUD DEPTH. THE NEAREST TO THE WALL. FOR THE IN5TAI IATION IS PROVIDED. STORAGE SHOULD BE IN ACCOEDAIJCE LE55 THAN 4'-O" SHALL CONSIST OF CLEArL POROUS. SOIL COt✓IFACTCD WITH MANUFACTURERS INSTRUCTIONS. IN G" LAYERS TO 95% MODIFIED PROCTOR DENSITY OR PROVIDE #4 REBAR C) FACE BRICK,SHALL MEET A5TM C-2 16-55 THE EDGE OF A STUD FOR A NOTCH OR BORED HOLE IS 5/8". 3.) TRUSS DIAGRAP)1S AND TP,LISS LAYOUT PLAN SHOWDESDESIGNINTENTINTENT ONLY. 2595 WELLS AVEV L AT 2'-O" O.C. I'-0" BEYOND EDGE OF UNDISTURBED 501L AND P-O" INTO FOUNDATION WAIL. 2.) ALL MA5ONKY SHALL BE PROTECTED FROM FREEZING FOP, NOT LESS THANJ.) BRIDGING AND BLOCKING: TRUSS MANUFACT UEFR SHALL V'CRIFI'Al_i SPAfJS. DIN1CfJSIOfdS, HEEL_ HEIGHTS. 3J ALL EDGES AND ENDS OF GYPSUM WALLBOARD SHALL OCCUR ON THE FRAMIfJG 48 HOURS AFTER INSTALLATION AND SHALL NOT BE CONSTRUCTED BELOW PITCHES. ETC. FABRICATOR MUS)l 5U51A 1 WO 5ET5 OF COMPONCfIT SHOP MEMBERS EXCEPT THOSE EDGES WHICH ARE PERPLI IDICUTAK TO THE FKAMILIG 17.) FREE DRAINING GRANULAR BACKFILL (5M OR BETTER) SHALL BE USED 35 DEGREES FAHRENHEIT WITHOUT PRECAUTIONS !NECESSARY TO PREVENT I ) • THERE SHALL BE NOT LESS THAT I ONE LINE OF BRIDGING If] EVERY EIGHT DPAIA/IFJG5 Af.ID TKUSS LAYOUT PLAI1. EACH SEALED BY A PROF E55101IAI 1\1EMBERS. ALL EDGES OF GYPSUM WALLBOARD SHALL BE Ill MODERATE CONTACT SO UTH O LD NY AGAINST FOUNDATION WALLS CONSISTENT WITH THE ARCHITECTURAL FREEZING. HO ANTIFREEZE ADMIXTURES SHALL BE ADDED TO THE MORTAR. FEETFEET OF SPAN IN FLOOR, ATTIC AND ROOF FRAMING. THE BRIDGING SHALL ENGIHE[R R[GISTCF,ED Ill THE JUiRISDICIION WHERE THE CONSTRUCTION EXCEPT IN CONCEALED SPACES WHERE FIRE RESISTIVE CONSTRUCTION IS PLANS AND RELATED DETAILS, EQUIVALENT FLUID PRESSURE OF BACK- CONSIST OF NOT LESS THAN ONE BY THPEF INCH LUNIBFK DOUBLE NAILED IS TAKING PLACE. TO ARCHITECT FRIOF TO FABRICATION, ONE FOR ARCHI- NOT REQUIRED. FILL NOT TO EXCEED 40FCF (FOUNDS FER CUBIC FEET). IF BACK- ) BRICK VENEER,SHALL BE ATTACHED TO WOOD FRAME WITH MINIMUM #22 FILL PRESSURES EXCEED 40 PCP, THEN WALLS MUST BE DESIGNED FOR ACTUAL3' GALVANIZED SHEET GAUGE CORROSION-RESISTIVE CORRUGATED METAL TIES AT EACH END OR OF EQUIVALENT METAL BRACING Of EQUAL RIGIDITY. TFCTS RECORDS AND 011E TO BfF RETURNED TO CONTRACTOR AFTER,REVIEW. PKE55URE5 BY A REGISTERED PROFESSIONAL EHGINNEK LICENSED Id MIDSFAN BRIDGING 15 NOT REQUIRED FOR FLOOR. ATTIC OR ROOF FRAMING 4.) THE SIZES AND SPACING OF FASTENERS SHALL COfaPIY WITH BOCA, CABO AND THE LOCALITY WHERE PROJECT IS BEING BUILT. MIN. 7/8' WIDE AT 16" VERTICAL INTERVALS MIN. AND 16" HORIZONTAL 4.) TRUSS SHOP DRAWI11G5 INDICATFIIG CALCULATIO115, LOADING, LOAD TEST STATE AND LOCAL CODES AND ORDINANCES (AS APPI[CABLE). INTERVALS. PROVIDE 150 ASPHALT FELT OVER SHEATHING AS A MOISTURE WHERE JOIST DEPTH DOSE NOT EXCEED TWELVE INCHES NOMINAL. BLOCK 18.) UNBALANCED FILL NOT TO EXCEED 7-0" UNLESS OTHERWISE NOTED BARRIER. PROVIDE DRAINAGE FOE 011E OPEN VERTICAL BRICK JOINT @ SOLID AT ALL BEARING 5UPPORT5 WHERE ADEQUATE LATERAL SUPPORT IS DATA. HORIZONTAL THRUST AIJD) AT Y OTHER I IFORJvIATIOTI REQUIRED SHALL AND SUBSTANTIATED BY ENGINFFRIFJG CALCULATIONS. BACKFILL SHALL 2'-0" O.C.. AT LOWEST COURSE ABOVE FINISHED GRADE. NOT OTHERWISE PROVIDED. BLOCK ALL STUD WALLS AT MAXIMUM INTERVALS BE SEALED BY A PROFES5ICMAL DIG!NEEP, REGISTERED IN THE JURISDICTION 5.) PROVIDE MOISTURE RESISTANT DRYWALL CEMENT BOARD AT TUBS AND SHOWERS NOT BE PLACED AGAINST WALLS UNTIL 5LAB5-0IJ-GRADE AND FRAMED OF EIGHT FEET WITH A MINIMUM OF 2 X SOLID MATERIAL WITH TIGHT WHERE CON5TRUCI1014 15 IAI"J111G PLACE AFJD BE SUBMITTED TO BUILDING AS SHOWN Oil DETAILS IN ARCHITECTURAL DRAWINGS, FLOOE5 ARE IN PLACE AND HAVE REACHED THEIR DESIGN STRENGTH. 4.) ALL MASONRY REQUIRED WORKMANSHIP SHALL CONFORM TO THE APPLICABLE OFFICIALS PRIOR TO PAI)RICATIC)PI PROPER PRECAUTIONS SHALL BE TAKEN TO BRACE FOUNDATION WALLS REQUIREMENTS OF ACI 530-99. ASCE 5-99, TMS 402-99, ASCE 6-99, JOINTS. PROVIDE 2 FIEESTOPS AT MID-POINT VERTICALLY OF STUD 6.) FIRE-RESISTIVE CONSTRUCTION: GARAGE CEILINGS AND WALLS WHEN ADJAC- WHEN BACCE LLING. WHERE BACKFILL IS REQUIRED ON BOTH SIDES, TMS 602-99 BUILDING CODE REQUIREMENTS 4 SPECIFICATIONS FOR MASONRY WALL. 5.) STOCF T RU`)F)CS ABOVE GRID OIN WOOD 5TICF.1!JG Id SUCH A WAY"TO FRFVFJIT ENT TO A DWELLING UNIT SHALL BE OF RATED CON`_)TRUCTIOH ACCORDING BACKFILL BOTH 51DC5 SIMULTANEOUSLY. STRUCTURES AND COMMENTARY. 2.) PROVIDE DOUBLE TRIMMERS UNDER ALL HEADERS 4 X 6 OR LARGER. AI I_ F1,ENDIrIG, Vb'AKFING OR DFFI_FCTIIOfJ OF TRU5`=,F5. TO SECTION R309 OF THE RESIDENTIAL CODE OF l I.Y.S. 19.) CONTRACTOR 15 RESPONSIBLE FOR ALL REMOVAL OF DEBRIS AS PER, LOCAL SUCH MEfv1BER5 SHALL BE GLUED AND SPIKED TOGETHER. VERTICAL 5CPEKATION5 USED TO 5EPERATE All ATTACHED GARAGE FROM SEAL SIGNATUNE DATE: 0! -25 I G ORDINANCES $ DISPOSE OF LEGALLY OFF SITE. DIVISION 5: METAI.5. A DWFLLif IG OR ITS ATTIC SHALL HAVE A 314 HOUR FIRE RESI5TANCE RATING,KJ LIfJTEL SCHEDULE: THIS MAY CONSIST OF ONE LAYER OF 5/8"TYPE 'X' GYPSUM BOARD ON THE PROJECT f Jo: 20_ A..) GENERAL : 6,) ROUT TP.U5`, BRACING: IfJSiAI_L PCR,,�IAPJEfIT BFACIfI„ FOP, ALL WOOD ROOF �,��a„ 1 6 02 20.) THE COf 1TKACTOE SHALL VERIFY ALL EXISTING CONDITIONS BEFORE STARTING � c' »° -off - 1 .) STEUCTUP.AI.STEEL SHALL CONFORM TO THE REQUIEMErITS OF THE A.1.5.C. �� TRUSSES AS SPECIFIED BFI OV1%. POI!O`N ALL RCCO[viPv1Fi JDAI IOSJS SPECIFIED GARAGE SIDE AND ONE LAYER OF I/2" GYPSUM BOARD Off THE OPPOSITE SIDE. ®. .�" CONSTRUCTION AND SHALL NOTIFY THE ARCHITECT OF ANY AMBIGUITIES OR MANUAL OF STEEL CONSTRUCTION). LATEST EDITION. STRUCTURAL STEED I .) UNLESS OTHERFVl5lf SHOWN, PROVIDE I LINTEL WITH G" M!FIIIv1UM BEARING _ DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. IF ASJY QUESTIONS ARISE III BRACING '�✓DOD TF [1=,SFS: COf.1N1ENTART A!1D RF C01�1rnEtJDATIO[JS A'vV'T 76 (APPI_ICATIOfJS SHALL BE Ill ACCORDANCE WITH SECTION R702.3.) h�'' �.1 F•CO(�� +� DRA'v^)'IPJG BY: CD FOR EACH 4" OF WALL THICKNESS. BEFORE OR DURIfJG CONSTEUCTIO!J A5 TO THE IfJTELJT OR DETAILS OF THE SHALL CONFORM TO A5TM A-36-84A. STEEL FOR PIPE COLUMNS SHALL PUBLISHED BY THE TRlJSS PLATE IPJSTITIJTF, IIJC. ��, Q�P �' tis DRAWINGS, THE CONTRACTOR.SHALL CALL THE ARCHITECT FOR CLARIFICATION BE OF EQUIVALENT CAPACITY AND WELDABILITY TO A5TM A-500. ALL _ HORIZONTAL SEPERATIONS USED TO SEPERATE AN ATTACHED GARAGE FROM ,. WELDING SHALL BE IN ACCORDANCE TO THE AMMEICAN WELDING SOCIETY 2. LINTEL SIZES ARE TO BE SIZED TO ACCOMDATE THE SPECIFIC LOAD. S CIF, L3Y: E3C AFJD/OR IP.ISTRIJCTION�. IF THE CONTRACTOR FAILS TO FOLLOW THE ABOVE ) A DUvLLI_If1G OE ITS ATTIC. SUCH CONSTRUCTION �I1AL I_ BE PROTECTED WITH CODE AND BE PERFORMED BY WELDEK5 QUALIFIED IN ACCORDANCE WITH �.� �'s w . PROCEDURE. HE SHALL A55UME ALL RE5PON5IBL_ITY FOE THE CONSEQUENCES AW5 PROCEDURES. ELECTRODES SHALL CONFORM TO A5TM A-233 E70 SERIES. ONE LAYER OF 5/8' Tl'PE 'X' GYPSUM BOARD INSTAL FD IN ACCORDANCE WITH � W DI'V,5 r1o: OF ILLS ACTIONS AND/OR DECISIONS. THE REQUIREMENTS OF SECTION 805. I . 0 4 06373Q ��C7 23'-0" ELITE Dl��_'/AfTING AS!MPSON HOLD DOWN IN CORNERS I I,-G" � O TYP 4 PLACES (SEE LAST SHEET FOR - DETAIL AND SPECS) NEVv'STFPS AND NFW RAILING PER NYS CODE R3 1 2 304G EGRESS 2-2X8 HDR HOME DE51GN5 INC LIN 63 I -455- 1642 O= N ON M _ BRIAN COLLIN5 P . E . o N T-4" 4'-0' 59 WILLOW 5TREET 4' 2 4' 2 3OG8 r 20G8 PROP �� GARDEN CITY NY 11530 ON NEW NEW PocKET BATH N DOOR co TEL: 51 - 0 SECTION R313 ( 6)74 10053 EX. 6 CL CL o SMOKE ALARMS, CARBON MONOXIDE ALARMS FAX:(5 i 6)74 I -0053 ILEBATH 7 AND AUTOMATIC SPRINKLER SYSTEMS R313.1 SMOKE DETECTION AND NOTIFICATION. ALL SMOKE a � ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217 AND 0 o INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE AND THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF o 0 0 q NFPA 72. m �co c m N NN PROPOSED NN N HOUSEHOLD FIRE ALARM SYSTEMS INSTALLED IN ® N MASTER N ACCORDANCE WITH NFPA 72 THAT INCLUDE SMOKE ALARMS, OR I o 10 A COMBINATION OF SMOKE DETECTOR AND AUDIBLE NOTIFICATION Aoua BEDROOM Aoo3 DEVICE INSTALLED AS REQUIRED BY THIS SECTION FOR SMOKE CO = ALARMS, SHALL BE PERMITTED.THE HOUSEHOLD FIRE ALARM o SYSTEM SHALL PROVIDE THE SAME LEVEL OF SMOKE DETECTION EXISTING EXISTING cc - AND ALARM AS REQUIRED BY THIS SECTION FOR SMOKE ALARMS BEDROOM 22' 4" IN THE EVENT THE FIRE ALARM PANEL IS REMOVED OR THE BEDROOM SYSTEM IS NOT CONNECTED TO A CENTRAL STATION. EX. CL R313.1.1 LOCATION. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATION: o= o� co x `x° 1. IN EACH SLEEPING ROOM. T T N N N N 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE EX EX N 3. ON VICINITY NEACH FADDITIONAL THE STORY OF THE DWELLING,INCLUDING // I CL CL // I \ 304G EGRess BASEMENTS BUT NOT INCLUDING CRAWL SPACES AND / / I 2-2X8 HDR UNINHABITABLE ATTICS. IN DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN31 I I I I ONE FULL STORY BELOW THE UPPER LEVEL. 11 I I I L — — —I— — — J L — —I— — — I G" 4'-8" 5'-0" 81-101, 5'-0" 4'-8" 7-01' — — 23'-0° APR �. 4 201� WHEN MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE 2-NEW DOG INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT THE ALARM C�NING k'oARD OF APPEALS HOUSE DORMERS DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT 5 E C O N D F LOOK PLAN THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE 3 ALARMS IN THE INDIVIDUAL UNIT. SCALE: 14"= I '-O" EXCEPTION: INTERCONNECTION IS NOT REQUIRED WHERE SMOKE ALARMS ARE PERMITTED TO BE BATTERY OPERATED IN ACCORDANCE WITH SECTION R313.1.2. R313.1.2. POWER SOURCES. IN THE NEW CONSTRUCTION, THE REQUIRED SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE OR AN ON-SIDE ELECTRICAL POWER SYSTEM, AND WHEN PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE POWER FROM A BATTERY. WRING SHALL BE PERMANENT AND WITHOUT A 9 DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR Aoo3 OVER-CURRENT PROTECTION. SMOKE ALARMS SHALL BE 2-2X 10 HDR PERMITTED TO BE BATTERY OPERATED WHEN INSTALLED IN A003 _ BUILDINGS WITHOUT COMMERCIAL POWER OR AN ON-SITE EXISTING ELECTRICAL POWER SYSTEM OR IN BUILDINGS THAT UNDERGO 5IMPSON HOLD DOWN IN CORNERS TYP 10 PLACES (SEE LAST SHEET G'-I I" G'-7" DECK I I REPAIR, ALTERATION, CHANGE OF OCCUPANCY, ADDITION OR FOR DETAIL AND SPECS) I I UP RELOCATION IN ACCORDANCE WITH APPENDIX J. 2-13/4"X 1 1%' LVL HEADER I I I N 3-2X4 POST AT EA. END DN1 o NII► ® =w) I 26G8 o R<II o DNS► m N 0 o x III - I I �NIII N 9L w -�z co w o x w EX. - N N g =w o WI I BATH EXISTING N�i o "' PROPOSED ° Q o NIII EXISTING KITCHEN 2 CAR GARAGE z xi DEN w °o NII xX �� ICI 1 4"TJI 5GO SERFS WOOD I-JOISTS @ I G" O.C. 10 DN� Aoo3 N N — 2X 12 RIDGE — N UP EX. u CL o — PROPOSED o SYMBOL AND WALL LEGEND LIVING ROOM w EXISTING TO REMAIN PROJECT LL o QCO �3070 GAPAGE DOOR 8070 GARAGE DOOR NEW PROPOSED V I V i N ETTO RE5 I D E N C E N N EXISTING 7_- I%"X 9/4" LVI_ HEADER 2-I Y"X 9%," LVL HEADER o EXISTING DINING ROOM 3--2X4 POST AT EA. END 3-2X4 POST AT EA. END EXI5TINGTO BE ADDITION5 � ALTERATIONS FAMILY ROOM REMOVED G' S" 10'-2" ® SMOKE DETECTOR 2535 WELLS AVE 2-1%4"X 1 1/4" LVL HEADER 7-0" 23'-0" 50 UTH O LD NY 3-2X4 POST AT EA. END co CARBON MONOXIDE G'-I 11. G'-7" 30'-0" EX. o DETECTOR A003 '-0" PROPOSED I'_o" ,'_o" ON • ON FRONT PORCH DN DN ON 3'-0" 3-2X 1 2 HEADER 3-2X 1 2 HEADER 3-2X 1 2 HEADER 3'-0" SEAL SIGNATURE DATE: 0 1-25-1 G PROJECT No: 201 G-02 _ E 1 R5T FLOOK PLAN 6 'O ��' �o PNF.CO<<� .p DRAWING BY: CD ON 4 SCALE: %4"= 1 '-O" m� tis CHK BY: Bc a r s ` ul DWG No: Aoo3 ti �� 66373� A�®FEr,S% A-00 1 . 0 0 SECTION R403 FOOTINGS ELITE DRAfTING TABLE R401.4.1. R403.1 GENERAL. ALL EXTERIOR WALLS SHALL BE SUPPORTED / PRESUMPTIVE LOAD—BEARING VALUES OF 3G"thru roof TABLE R403.1 JIL HOME DF51GN5 INC MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTINGS ON CONTINUOUS SOLID OR FULLY GROUTED MASONRY OR FOUNDATION MATERIALS° (INCHES)' CONCRETE FOOTINGS, WOOD FOUNDATIONS, OR OTHER APPROVED WHICH SHALL F SUFFICIENT LOAD-BEARING LOAD-BEARING VALUE OF SOIL (PSF) ORUCTURAL ACCOMMOD TETEMS ALL LOADS ACCORDING OTO SECTION R301E GN AI ND 12" G 3 ! -4 5 5- I G 4 2 PRESSURE (POUNDS PER 1,500 2,000 3,000 54,000 TO TRANSMIT THE RESULTING LOADS TO SOILS WITHIN THE �_ NEW BATHROOM CLASS OF MATERIAL SQUARE FOOT ) I _ 2,_ P . CRYSTALLINE BEDROCK 12,000 CONVENTIONAL LIGHT-FRAME CONSTRUCTION LIMITATIONS AS DETERMINATES FROM THE CHARACTER OF THE -isTACK VENTI BRIAN COLLIN5 , 3,000 4�� I 1—STORY 12 12 12 12 SOIL. FOOTINGS SHALL BE SUPPORTED ON UNDISTURBED SANDY GRAVEL AND/OR GRAVEL (GW AND GP) SEDIMENTARY AND FOLIATED ROCK ,000 2-STORY 12 12 12 12 NATURAL SOILS OR ENGINEERED FILL 3 . I I I 59 WILLOW STREET SANDY, SILTY SAND, CLAYEY SAND, SILTY GRAVEL, i VENT STACK 1 > >-STORY 23 17 12 12 I GARDEN CITY NY 1 1 530 4-INCH BRICK VENEER OVER LIGHT FRAME OR 8-INCH HOLLOW CONCRETE MASONRY R403.1.1 MINIMUM SIZE. MINIMUM SIZES FOR CONCRETE AND AND CLAYEY GRAVEL 2,000 1 2'�, i TEL:(5 16)74 I -0053 (SW, SP, SM, SC, GM, AND GC ) 1-STORY 12 12 12 12 MASONRY FOOTINGS SHALL BE AS SET FORTH IN TABLE 1,12" I 2-STORY 21 16 12 12 ( ) I I=AX:(5 I G)74 1 -0053 CLAY, SANDY CLAY, SILTY CLAY, CLAYEY SILT, SILT R403.1 AND FIGURE R403.1 1 THE FOOTING WIDTH, W, AND SANDY SILT 1,500b 3-STORY — 24 16 12 SHALL BE BASED ON THE LOAD BEARING VALUE OF THE IWC 2"" (CL, MI, MH AND CH ) 8-INCH SOLID OR FULLY GROUTED MASONRY SOIL IN ACCORDANCE WITH TABLE R401.4.1. SPREAD I SINK FOR SI: 1 POUND PER SQUARE FOOT = 0.0479 KPA. 1—STORY 16 12 12 12 FOOTINGS SHALL BE AT LEAST 6 INCHES (152 MM ) THICK. ( SHOWER a. WHEN SOIL TEST ARE REQUIRED BY SECTION R401.4, THE 2-STORY 29 21 14 12 FOOTINGS PROJECTIONS, P, SHALL BE AT LEAST 2 INCHES ( 2" 3" 2° ALLOWABLE BEARING CAPACITIES OF THE SOIL SHALL BE 3-STORY 42 32 21 16 51 MM) AND SHALL NOT EXCEED THE THICKNESS OF THE o PART OF THE RECOMMENDATIONS. FOR Sk 1 INCH = 25.4 MM, 1 POUND PER SQUARE FOOT = FOOTING. THE SIZE OF FOOTINGS SUPPORTING PIERS AND 3" 3" 2" b. WHERE IN—PLACE SOILS WITH AN ALLOWABLE BEARING 0.0479 KPA. COLUMNS SHALL BE BASED ON THE TRIBUTARY LOAD AND SECOND FLOOR CAPACITY OF LESS THAN 1,5001 PSF ARE LIKELY TO BE a. WHERE MINIMUM FOOTING WIDTH IS 12 INCHES, USE OF A ALLOWABLE SOIL. PRESENT AT THE SITE, THE ALLOWABLE BEARING CAPACITY SINGLE WYTHE OF SOLID OR FULLY GROUTED 12—INCH SHALL BE DETERMINED BY A SOILS INVESTIGATION. NOMINAL CONCRETE MASONRY UNITS IS PERMITTED. UNDER—FLOOR SPACE PRESSURE IN ACCORDANCE WITH TABLE R401.4.1 FOOTINGS FOR WOOD FOUNDATIONS SHALL BE IN ACCORDANCE WITH THE TABLE 402.2 3" R408.1 VENTILATION. THE UNDER—FLOOR SPACE BETWEEN THE DETAILS SET FORTH IN SECTION R403.2, AND FIGURES R403.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE BOTTOM OF THE FLOOR JOIST AND THE EARTH UNDER ANY (2) AND R403.1 (3). --- BUILDING ( EXCEPT SPACE OCCUPIED BY A BASEMENT ) SHALL MINIMUM SPECIFIED COWPRESSIVE STRENGTH- HAVE VENTILATION OPENINGS THROUGH FOUNDATION WALLS OR R403.1.2. CONTINUOUS FOOTING IN SEISMIC DESIGN CATEGORIES WEATHERING POTENTIAL EXTERIOR WALLS. THE MINIMUM NET AREA OF VENTILATION Do, D, AND D2. THE BRACED WALL PANELS AT THE EXTERIOR TYPE OR LOCATION OF CONCRETE CONSTRUCTION NEGLIGIBLE MOIDERABLE SEVERE OPENINGS SHALL NOT BE LESS THAN 1 SQUARE FOOT ( 0.0929 WALLS OF BUILDINGS LOCATED IN SEISMIC DESIGN CATEGORIES BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOT EXPOSED TO THE WEATHER. 2,500 ,2,500 2,5001 VENT TO EXTERIOR M2 FOR EACH 150 SQUARE FEET 14 M2 ) OF UNDER—FLOOR Do, D, AND D2 SHALL BE SUPPORTED BY CONTINUOUS FOOTINGS. 500 2,500 c FIRST FLOOR ( BASEMENT SLABS AND INTERIOR SLABS ON GRADE, EXCEPT GARAGE FLOOR SLABS. 2,500 :2, ALL REQUIRED INTERIOR BRACED WALL PANELS IN BUILDINGS BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS, AND OTHER VERTICAL 2,500 3,000d 3,000d I SPACE AREA, UNLESS THE GROUND SURFACE IS COVERED BY A CONCRETE WORK EXPOSED TO THE WEATHER. CLASS 1 VAPOR RETARDER MATERIAL. WHEN A CLASS 1 VAPOR WITH PLAN DIMENSIONS GREATER THAN 50 FEET ( 15 240 MM ) PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER, AND GARAGE FLOOR 2,500 3,0100 d,e f 3,000 d,e,f RETARDER MATERIAL IS USED, THE MINIMUM NET AREA OF SHALL ALSO BE SUPPORTED BY CONTINUOUS FOOTINGS. SLABS _ _ _ co 4" SCH. 40 VENTILATION OPENINGS SHALL NOT BE LESS THAN 1 SQUARE FOR SI: 1 POUND PER SQUARE INCH = 6.895 KPA. FOOT (0.0929 M2 ) FOR EACH 1,500 SQUARE FEET ( 140 M2 ) R403.1.3 SEISMIC REINFORCING. CONCRETE FOOTINGS LOCATED IN STRENGTH AT 28 DAYS PSI. OF UNDER FLOOR SPACE AREA.ONE SUCH VENTILATING OPENING SEISMIC DESIGN CATEGORIES Do, D, AND D2, AS ESTABLISHED IN SEE TABLE R301.2 (1) FOR WEATHERING POTENTIAL. l� l �0) SHALL BE WITHIN 3 FEET ( 914 MM ) OF EACH CORNER OF THE TABLE R301.2 (1), SHALL HAVE MINIMUM REINFORCEMENT. CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING CONSTRUCTION co TO EXISTING APPROVED CONNECTION l(J I BUILDING. BOTTOM REINFORCEMENT SHALL BE LOCATED A MINIMUM OF 3 SHALL BE AIR—ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE D. ;-,,1~CE14E0 INCHES ( 76 MM ) CLEAR FROM THE BOTTOM OF THE FOOTING. CONCRETE SHALL BE AIR—ENTRAINED. TOTAL AIR CONTENT ( PERCENT BY VOLUME OF CONCRETE ) TO NOT LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. APR 1 SEE SECTION R402.2 FOR MAXIMUM CEMENTATION MATERIALS CONTENT. FOR GARAGE FLOORS WITH A STEEL TOWELED FINISH, REDUCTION OF THE TOTAL AIR CONTENT ( PERCENT ztowigG [XiAkD OF APPEALS BY VOLUME OF CONCRETE ) TO NOT BE LESS THAN 3 PERCENT IS PERMITTED IF THE SPECIFIED PLUMBING RI 5 E R COMPRESSIVE STRENGTH OF THE CONCRETE IS INCREASED TO NOT LESS THAN 4,000 IPSI G NTS STEP FOUNDATION FROM EXISTING UP TO NEW AT 2' HORIZOINTAL TO I' VERTICAL MAX SLOPE. BOTTOM OF NEW FOOTING TO 5E MIN. 30" BELOW FINISH GRADE 25'-7" 3'-3" -2" — — — — — — — — — — — — — — —� — — — — — — — — — — — — — — — — — — -I;_I — — — — TIE NEW FOUNDATION WALL �— TO EXISTING WITH (3) #4 REBARX 12" LONG EQUALLY i I - - - - - - I .. I - - - - - - - - - - -W - - -- — — — — — — — — 3-5 S — — � I 0-4" 7-2' I PROPOSED 301G = I — — — — — — W1 2-2XG — — — - I CRAWLSPACE I ° I I — - - - - - - - - - - - - - - - - - - - 8�"TL�ICKPOUREDCONCRETF I FOUNDATION WALL 3500 PSI - - - - - - - - - - - - - I m I •a - - - - - - - - - �� —I � - - - - - _ I ( 8s"X 16" POURED CONCRETE�- FOOTING WITr 2X4 KEYWAY"AND (4) O NEW CRAWL SPADE �I #4 REBA,R EQUALLY SPACED AND 3" in ( I I ( ACCESS DOOR I I OFF BOT70M. 3500 PSI CONCRETE I i �? I I SAW CUT EXISTING FOUNDATION •• ( I WALL FOR NEW 3'-0" OPENING u xI I �o I I I I WITH NEW 2-2X8 HDR I - ✓ I � 8 PROPOSED j l I I I i PROPOSED 4" I Ln BASEMENT I I " I GARAGE SLABco I , NEW 1 2"OX30 DEERI I N N 3"0 STEEL COLUMN ON I I I I POURED CONC FO ING 4 4 12'X 12"X 1 2" DEEP FOOTING I I 4"THICK POURED CONCRETE :SLAB W1 GXG WWM • . I I I i I I I NEW 2-2X8 I •• I 3500 PSI OVER G" STONE ANID VAPOR BARRIER I I 0 o i I 3-2X8 GIRDER 3-2X8 GIRDER ALL STRUCTURE IN EXISTING I GIRDER ACQ N N ( BASEMENT TO REMAIN I I I I i I 712X[I 8"THICK FOUR.ED CONCRETE I — — — — — — —FOUNDATION IM�ALL 3500 PSI2X 12 7Z L8"X I G" POURED CONCRETE I I I STRINGERS I I DEPRESS FOUNDATION FOOTING WITH 2X4 KEYWAY EXISTING I i I AND (4) #4 REAR EQUALLY I I WALL AT ALL OPENINGS I S v uI I SPACED AND 3�" OFF BOTTOM. I I BASEMENT I I I o N l i 3500 PSI CONCRETE PROJECT II - - - - - - - - - - - - - -- - - - - - - -- -� co , — 1I I I I ° VIVINETTO RESIDENCE ° I ADDITION5 ALTE TI - - - - - - - - _ I I I - - - — — — — — r I 2' 4 8' 3 — I" 8'-O�" 2'-4" — � a I I 2"X G" ACQ LEDGER BOARD LAG BOLTED 2595 WELLS AVE TO BOX JOIST $ INTO EXISTING JOISTS I I 7-1 e 23'-0" WITH 112"0 X G" LONG GALVANIZED LAG UTh O LD NY 1 3'-5" SCREWS @ EVERY I G" O.C. 'f �I I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I _ F— _ 2X 12 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — r7,lN, 2 r — N TRINGE — — GE Ou U 2 X G JOISTS ACQ @ I G"2X 12 c� O O.C. ATTACHED WITH - 2 — _•LjSTRINGER SIMPSON JOISTS HANGERS I STRINGERL.- o O — 2X 12 _ _ _ _ — 2X 12 TRINGER STRINGER w w w — w — s SEAL SIGNATURE DATE: 0 1-25-1 G LLJN � N � N � N � NU N � N � Nw T/�f O - Z - Z - Z - Z - Z U / NIA NIA NIF NIA I NIA NIA NIA NIA � � PROJECT No: 20 I G-02 N " DRAWING BY: CD F. y CHK BY: BC C < s DWG No: 5 0" 3' G" 31411 3' G" 3' G" 3' G" 3' G" 3' G" 3' G" 5' N�OA FOUNDATION PLAN �6373� ®Fesslo�P� A-002 . 00 5 SCALE: %4"= 1 '-0" EXISTING RIDGE 2 X 12 LAY FLAT NEW CONTINUOUS ELITE DRAfTING 0 2 X G ROOF RAFTERS RIDGE VENT r,-- — —SEE RAFTER TO RAFTER O EXISTING RAFTERS DETAIL ON LAST SHEET NEW 2-2X8 @ I G" O.C. / 2X8 RIDGE / C520 I G"O.C. HOME DE51GNS INC NEW 2 X 4 RAFTERS @ I G" O.C. 2 X G LEDGER 2 X G ROOF RAFTERS WIG 8d EA. END SEE RAFTER CLIP DETAIL G 3 1 -4 5 5- 1 G4 2 NEW 3-2X8 TRIMMER- NEW 2 X G RIDGE 2 X 4 CEILING JOISTS @ I G" O.C. — ON LAST SHEET @ IG O.C. BRIAN COLLIN5 , P . E . 59 WILLOW STREET SEE RAFTER CLIP DETAIL GARDEN CITY, NY, I 1 530 ♦ ON SHEET LAST SHEET TEL:(5 I G)74 1 -0053 2-2 X G BLOCKING FAX:(5 I G)74 1 -0053 NEW 3-2 X 8 HEADER ACQ NEW 2-2X8 PROPOSED PROPOSED NEW 3-2 X 12 HEADER ACQ ' ENTRY I NEW 3-2X8 TRIMMER �� BREEZEWAY SEE POST TO HEADER l DETAIL ON LAST SHEET NEW G X G POST ACQ SEE LEDGER DETAIL ON SEE PORCH DECK CONNECTIO LAST SHEET — — — EX15T NEW 2 X 8 FLOOR '� r DETAIL ON LAST SHEET 000 .SEE LEDGER DETAIL ON JOISTS @ I G" O.C. / NEW 2-2X8 GIRDER ACQ 0 s ® LAST SHEET '� — ,/� NEW 2 X G FLOOR �► JOISTS @ I G" O.C. 00 SEE PORCH DECK I CONNECTION DETAIL ONGRADE / LAST SHEET ' —III=III=III—III- 1=_ = L .� _I I_I I I_I RAT SLAB - . ° \_2" °° O NEW 4 X 4 POST ACQ 150METRIC DOG HOUSE FRAMING 8" THICK POURED CONCRETE • ° m WITH 51MP50N POST SCALE: NTST FOUNDATION WALL 3500 PSI ° , BASE AND CAP NEW 2-2 XG GIRD NEW 1 2 8° "OX3G" DEEP EX15T • . ° 8" X I G" POURED CONCRETE POURED CONIC FOOTING RECEIVE[, NOTE: FOR ALL NEW ROOFS FOOTING WITH 2X4 KEYWAY AND (4) EXTEND RUBBER ICE SHIELD (SELF ADHERING POYMER ° MODIFIED BITUMEN) FROM EDGE OF SAVE UP ALONG ° ° ° ° ° #4 REBAR EQUALLY SPACED AND 3" APR �. � 2016 SHEATHING TO A MINIMUM 24" HORIZONTAL DISTANCE OFF BOTTOM. 3500 PSI CONCRETE S FROM THE IN51DE OF EXTERIOR WALL. APPLY A5TM D NEW 1 2"OX3G" DEEP ZONING BOARD OF APPEAL_ ROOF SHINGLES: 22G, TYPE 1 , OR ASTM D 48G9 UNDEKLAYMENT POURED CONIC FOOTING BREEZEWAY SIECTION ATTACH SELF-SEALING ASPHALT ROOF SHINGLES TO ROOF Q SHEATHING WITH (4) GALVANIZED STEEL, 12 EAVES PORCH 5 ECT I O N ✓ SCALE: 3/ "= I '-0" FASTENERS CONFORMING TO ASTM IF GG7. (FOR EAVES 8 20' OR MORE ABOVE GRADE: (G) FA5TENER5). NEW CONTINUOUS ROOF SHINGLE UNDERLAYMENT: RIDGE VENT �� _SEE RAFTER TO RAFTER SCALE: 8CALE: 3/ "= 1 '-0" � EXTEND RUBBER ICE SHIELD (SELF ADHERING POYMER DETAIL ON LAST SHEET MODIFIED BITUMEN) FROM EDGE OF SAVE UP ALONG / C520 I G"O.C. SHEATHING TO A MINIMUM 24" HORIZONTAL 2X 12 RIDGE / WIG 8d EA. END DISTANCE FROM THE IN51DE OF EXTERIOP,WALL. APPLY ASTM D 22G, TYPE 1 , OR ASTM D 48G9 r �_ ME 2 X 10 ROOF I NEW CONTINUOUS UNDERLAYMENT, AS APPLICABLE PER RAFTERS @ I G O.C.BELOW: RIDGE VENT r — _SEE RAFTER TO RAFTER E DETAIL ON LAST SHEET FOR ROOFS > 4112 PITCH: APPLY ONE LAYER IIN 12 / SHINGLE FASHION OVERLAPPING BY 2" MINIMUM. 2X 12 RI DGE ROOF DECK: / C520 I G"O.C. NEW 1/2" EXTERIOR PLYWOOD. (SEE CONNECTIONS NEW 8" K-25 BATT INSULATION r �-- —y WIG 8d EA. END DETAILS SHEET FOR FASTENING REQUIREMENTS) MAINTAIN I " AIR GAP ROOF SHEATHING NAILING: FASTEN 1/2" EXTERIOR PLYWOOD TO RAFTERS USING (G) 8D NAILS AT 12" O.C. EXCEPT AS FOLLOWS: INTERMEDIATE NAILING (NON PANEL PERIMETER) SHALL BE NAILED AT G" O.C. WITHIN 48" OF RIDGES, EAVES, 2 X 10 CEILING/COLLAR TIES AND GABLE END WALLS. AT GABLE END WALL FRAMING SPACE NAILING AT 4" O.C. MAXIMUM ,,, @ I G" O.C. WITH (2) V(5 THRU-BOLTS AT EACH END f NEW 2-2X4__---- NEW 1/2" GYPSUM WALL PROP05ED TOP PLATE C -- BOARD TYPICAL ALL o NEW 5CFFIT CONSTRUCTION (TYPICAL): WALLS AND CEILING MASTER BEDROOM 4" ALUMINUM GUTTEF;S AND LEADCRS OVER IXG WOOD O — SEE RAFTER CLIP DETAIL FASCIA BOARD. VINYL PERFORATED SOFFIT VINYL PANEL 2 X8 CEILING/COLLAR TIES ON LAST SHEET _ SEE FLOOR TO FLOOR @ I G" O.C. WITH (2) 5/8" / WALL CONSTRUCTION (TYPICAL): NEW 1 -2X4 STRAPPING DETAIL ON / THRU-BOLTS AT EACH END VINYL SIDING RATED FOR 110 MPH WINDS ON ,AIR _ 14" RIM JOIST SOLE PLATE / LAST SHEET INFILTRATION HOUSE WRAP OVER 1 - NEW G" R- 19 BATT INSULATION I/2" CDX EXTERIOR PLYWOOD ON 2X4 STUDS AT I G" � ;. O.C. WITH 3 1/2" R-13 BATT IN5ULATIION MAINTAIN I " AIR GAP CVO - -_ L - N ' - I 1 CATHEDRAL CEILING PROJECT I PROPOSED LIVING ROOM ° 14" TJI 5GO SERIES WOOD VIVINETTO RESIDENCE I-Jo15T5 @ 1 G" O.C. ADDITIONS * ALTERATIONS PROPOSED SEE ANCHOR BOLT c�j NEW 2 X 8 FLOOR /� DETAIL ON LAST SHEET 2595 WELLS AVE SEE ANCHOR BOLT JOISTS @ I G" O.C. SOUTHOLD NY 1 ST F.F. I 2 CAR GARAGE / DETAIL ON LAST SHEET / t mil -f r : J GRADE GRADE GRADE i° ° NEW 2-2 X 8 GIRDER GRADE - i —_—_—i _—_— ° ° °• • a • I=' I—I I—I I ' I I— I III'---I I —1 V .- — __ __ _ 'I I=1�1=1�I—I I I__I�I—I�I,� —1�1=1 I I•. I—. III- -n PROP05ED —ITI—ICI—�i III ,SEAL t SIGNATURE DATE: 0 1-25- I G 4" THICK POURED CONCRETE SLAB W/ GXG WWM c� 8" THICK POURED BASEMENT PROJECT No: 201 G-02 3500 PSI OVER G" STONE AND VAPOR BARRIER CONIC RETE ° �c m�Fy� DRAWING BY: CD 8" THICK POURED CONCRETE FOUNDATION l�/ALL ��&'`PNF.coy0� FOUNDATION WALL 3500 PSI 3500 PSI 4 THICK POURED CONCRETE SLAB 3500 PSI CO ��- ,,, 2� CHIC, BY: BC . a A at DWG No: 8" X I G" POURED CONCRETE - ° FOOTING WITH 2X4 KEYWAY AND (4) #4 REBAR EQUALLY SPACED AND 3" °6373 a ®FE$S6Q� GARAGE AD DTI O N SECTION OFF BOTTOM, 3500 PSI CONCRETE A-003 . 00 0 SCALE.: 3/8 — I -0 LIVING ROOM SECTION SCALE: 3/8"= 1 '-0" ELITE DRAfTING � 0 O HOME DESIGNS INC G3 1 -455- 1 G42 DRIAN COLLIN5 , P . E . 59 WILLOW STREET GARDEN CITY, NY, 1 1 530 TEL:(5 I G)74 1 -0053 FAX:(5 I G)74 1 -0053 TOP OF ROOF ELEV. +23'-4" TOP OF ROOF ELEV. +20'-8" FLT ■ � � ❑� __ TOP PLATE T ELEV. +16'-10" i I i - TOP PLATE ELEV. +10'-8" 2ND FF ETTI TOP PLATE RECEIVED i � ELEV. +8'-8-8" APR 14 2016 E=_3ZONING BOARD OF APPEALS --1uhill ---- -- ..[E 11 L] I I I n 0 IF E I MM E I IST OIL ELEVFF+2'-8" ELEVFF+2'-8" GRADE ELEV. 0.0 FRONT ELEVATON 2 SCALE: %4"= 1 '-0" � . �i !Y '14'Y y i p � o PROJECT I D VIVINETTO RESIDENCE D ADDITIONS ALTE TI N� o RA O S � 0 2595 WE AVE � 0 LLS V D 50 UTH O LD NY op SEAL SIGNATURE DATE: 0 1-25- 1 G O'F Nevi, PROJECT No: 201 G-02 NF.Cot C) a DRAWING BY: CD FRONT I50 Ct1K BY: BC SCALE:NTS DEAR ISO n � ' - DWG No: 14 SCALE:NTS 06373A'� AR°F � A-004 . 00 HURRIC NE LIMCLIP � 16" O.C. I&kvL5jft C H FE D% skjo L FEE= TABLE R301.5- MIN. UNIFORMLY DISTRIBUTED LIVE LOADSfiAL 1/2"0 THRU ° ELITE DRAfTING � (IN POUNDS PER SQUARE FOOT) LIVE LOAD BOLTS Y"� LAG O JOINT DESCRIPTION # OF COMMON NAILS # OF BOX NAILS NAIL SPACING SIMPSON BOLTS @ 16" EXTERIOR BALCONIES 60 1" SIMPSON 13C4 W/ DOUBLE JOIST U210 IiOME DESIGNS INC DECKS 40 ROOF FRAMING 2 LAG. BOLT W/6-16D NAILS E.A. E HGR. @ 16" @ 12" O.C. � FIRE ESCAPES 40 RAFTER TO TOP PLATE (TOE NAILED) 3-8d 3-1 Old PER RAFTER _ G 3 1 -4 5 5 - 1 G4 2 SIMPSON AB44 STANDOFF POST BASE SIMPSON CEILING JOIST TO TOP PLATE (TOE NAILED) 3-8d 3-10d PER RAFTER w/6-1oD NAiLs PASSENGER VEHICLE GARAGES 50 STRAPPING 16" CLG. JOIST TO PARALLEL RAFTER (FACE NAILED) 5-16d 5-40d EACH LAP 5/8" ANCHOR BOLT Y"� LAG ATTICS WITHOUT STORAGE 10 LUS210 SIMPSON I IMPSON 1212T F . E . SIMPSONBRIAN COLLIN59 CLG. JOIST LAPS OVER PARTITION (FACE NAILED) 5-16d 5-40d EACH LAP U210 GRADE: SIDE BOLTS @ 16" ATTICS WITH STORAGE 20 COLLAR TIE TO RAFTER (FACE NAILED) 3-8d 3-10d PER TIE HGR. @ 16" U210 ROOMS OTHER THAN SLEEPING ROOMS 40 BLOCKING TO RAFTER (TOE NAILED) 2-8d 2-10d EACH END LUS210 HGR. @ 16" 59 WILLOW STREET SLEEPING ROOMS 30 RIM BOARD TO RAFTER (END NAILED) 2-16d 3-16d EACH END PORCH/RAFTER/GIRDER CONNECTION DETAIL GARDEN CITY, NY, 1 1 530 — - STAIRS 40 WALL FRAMING PORCH/DECK/HOUSE CONNECTION DETAIL PORCH/DECK/JOIST CONNECTION DETAIL n.t.s. TEL:(5 I G)74 1 -0053 6-10D TO LEDGER n.t.s. n.t.s. FAX:(5 I G)74 1 -0053 GUARDRAILS AND HANDRAILS 200 TOP PLATE TO TOP PLATE (FACE NAILED) 2-16d 2-16d PER FOOT 6-10d TO STUD TOP PLATES AT INTERSECTIONS (FACE NAILED) 4-16d 5-16d JOINTS - EACH SIDE NAILING & STRAPPING @ EXTERIOR WINDOW/DOOR HEADER TABLE R301.7 - ALLOWABLE DEFLECTION OF STUD TO STUD (FACE NAILED) 2-16d 2-16d 24" O.C. "SIMPSON" — CS20 (COILED STRAP) ' STRUCTURAL MEMBERS LIVE LOAD HEADER TO HEADER (FACE NAILED) 16d 16d 16" O.C. ALONG EDGES RAFTERS HAVING SLOPES GREATER THAN 5/12 WITH NO L/180 BOTL PLATE TO FLOOR BAND, OR END JOIST ANCHOR TO OR To STUD (END NAILED) SEE TABLE 3.5A SEE TABLE 3.5A PER STUD FINISHED CEILING ATTACHED TO RAFTERS. . P \ T FASTENING SCHEDULE B BLOCKING (FACE NAILED) 2-16d 2-16d PER FOOT BOLT SPECIFICATION INTERIOR WALLS AND PARTITIONS H/180 FLOOR FRAMING ROUGH OPENING FRAMING REQUIEREMENTS FOR WINDOW OPENINGS FLOORS AND PLASTERED CEILINGS L/360 JOIST TO SILL, TOP PL. OR GIRDER (TOE NAILED 4-8d 4-10d PER JOIST [IN ACCORDANCE WITH WOOD FRAME ALL OTHER STRUCTURAL MEMBERS L/240 12' MAX 12"-MAX CONSTRUCTION MANUAL 2001 EDITIONI BRIDGING TO JOIST (TOE NAILED) 2-8d 2-10d EACH END , „ EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 BLOCKING TO JOIST TOE NAILED 2-8d 2-10d EACH END 6 M N 6 MIN A NOTATION ( ) ROUGH A B C D E F EXTERIOR WALLS - WIND LOADS WITH BRITTLE FINISHES L/240 BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3-16d 4-16d EACH BLOCK _ OPNS EXTERIOR WALLS - WIND LOADS WITH FLEXIBLE FINISHES L/120 LEDGER STRIP TO BEAM (FACE NAILED) 3-16d 4-16d EACH JOIST < z Q D 2'-0" 2 1-2" X 4" 1 1 1 1 JOIST ON LEDGER TO BEAM (TOE NAILED) 3-8d 3-10d PER JOIST � - BAND JOIST TO JOIST (END NAILED) 3-16d 4-16d PER JOIST 4'-0" 4 1-2" X 4" 2 2 2 2 cv N E BAND JOIST TO SILL OR PLATE (TOE NAILED) 2-16d 3-16d PER FOOT ° 5/" ANCHOR BOLTS B C 6'-0" 6 2—oR X 4 3 3 3 3 8 1-2" X 6" Q 2'-8 O.C. °' 8'-0" 8 22-2 R X 4 3 3 3 3 f•ROOF SHEATHING N t-2" X 6', ocj�3cj RECEIVED STRUCTURAL PANELS 8d 10d SEE DIAGRAM F 10,-0" 10 2-2" x 6" 4 4 4 4 CEILING SHEATHING 1. MIN, 7" EMBEDMENT INTO CONCRETE APR 14 2016 » w 3" SQUARE WASHERS AND END NUT SETUP 12'-0" t2 2-2" x s" 5 4 5 4 GYPSUM WALL BOARD 1/2 DRYWALL SCREWS 1/2 DRYWALL SCREWS 7 EDGE - 10 FIELD WALL SHEATHING 2. ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR NOTATION: ZONING BOARD OF APPEALS STRUCTURAL PANELS 8d 10d SEE DIAGRAM OR REPLACED BY HOLD DOWNS FOR SHEARWALLS ° A- NUMBER OF 8d NAILS @ EA. END OF STRAPPINGS (TABLE 3.7, P. 157) & (TABLE IPAGE 316) GYPSUM WALL BOARD 1/2" DRYWALL SCREWS 1/2" DRYWALL SCREWS 7" EDGE - 10" FIELD a° B- NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) (TABLES 3.23B, P. 193) FLOOR SHEATHING 3. 1 - ANCHOR BOLT IS TO BE LOCATED BETWEEN 6 MIN. C- NUMBER OF FULL HEIGHT KING STUDS @ EA. SIDE OF HEADER (TABLES 3.23C, P. 193) ° ------------------------------------------�� STRUCTURAL PANELS 1" OR LESS 3d 10d 6" EDGE - 12" FIELD TO 12 " MAX. FROM ENDS OR CORNERS ° D- NUMBER OF 16d NAILS. END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER STRUCTURAL PANELS GREATER THAN 1" 10d 16d 6" EDGE - 6" FIELD @ EA. SIDE (TABLE 3.7, P. 157) & (TABLE IPAGE 316) ° E- NUMBER OF JACK STUDS @ EA. END OF HEADERS (TABLES 3.22F, P. 191) ASSUME DBL. HDR. F- NUMBER OF 16d NAILS END-NAILED THROUGH ADJACENT JACK STUDS TO END OF SILLS) 1 I ---------------------------- -------------`� @ EA. SIDE (DOES NOT APPLY TO DOORS) (TABLES 3.8, P. 157)& (TABLE 6A PAGE 316) ALL STRAPPING TO BE 1 4" x 20 GAUGE STL ** I . C, ° "SIMPSON" EQUIVALENT - CS20 (COILED STRAP) RAFTER \ . HIP RAFTER ' 1 I I HEADER i o \�� HIP JACK RAFTER I l ROOF _ SIMPSON AB44 1 1 ROOF � � � Loy � BRACKET FOR 1 SHEATHING TAIL RAFTER ' I I RAFTER ,' , , 44 POST OR 3-2' ° ° i ��\ DOUBLE TRIMMER RAFTER i ® i TOP PLATE BEAM ` VALLEY NAILER i I ® LT:S12 i ° o SIMPSON H2.0 1 ° 1 DORMER RIDGE � ,' 1 ' I I I 1 , 5-8D TO RAFTER AND DOUBLE t I GRADE 2-1/2" GALVINIZED � I MTS12 1 5-8d TO STUD HEADER -1_ i UPLIFT = 335# CARRIAGE BOLTS DORMER RAFTER Simpson Strong-Tie \ ® i ° ° 1/2" x 16" LONG STEEL ANCHOR BOLT H2 I JOIST I Simpson Strong-Tie ' FASCIA HW�; i,3 \�--------------- ----------------- -- DOUBLE - - ------------- I\ PS418 I ° CONCRETE PIER HEADER CAP PLATE -------- --------------------------- ---------------' a FOOTING TWO 2X4'S ------------------------------------------- WOOD OR, _ WALL STUD ° STEEL STUD ° BRACING CUT SHORT HEADER RAFTER HURRICANE TIE Use every other nail hole LENGTH I SCALE: N.T.S. I in a row to provide the i ' +_ , PLYWOOD I 1 code-required minimum END i SUBFLOORING I I center-to-center ;• LENGTH 2X4 spacing for nails JOIST I 1 SOLE PLATE 18 STRAP WITH 14 10d AT EACH � .'' I I I LSTA RAFTER I t I ;• / I FIRESTOP RIDGE BEAM SIMPSON I i HEADER 1 i / CLEAR PLADE AND 5x1 1/2" t 1 I LSU26 WITH 6—tOd TO POST CAPBCS2-2 4 CAP PLATE SPAN DOUBLE ' , ; I PROVIDE STRAPPING JOIST _ ' �. �" 1 10d TO HANGER o AT ALL STUDS LEDGER TWO 2X4 S i ,' k k i 09 I ;1� CARRIAGE STUD ' ,'� USE 6-16d COMMON ¢ ° NAILS EACH SIDE @ TOP I �. CRIPPLE I J I RAFTER t I; END j Provide minimum Z' io LENGTH ; DOUBLE ' �' ¢ _ i ( "k i OF BRACKET 1 end distance s HEADER DOUBLE HEADER i k PLYWOOD I t Equal number of USE 3-16d COMMON t NAILS EACH SIDE @ I 2X6 SUBFLOORING I specified nails I ,� I I --- in each end I SILL FLOOR JOIST I I Simpson Strong-Tie I PLATE - - ` CS Coiled Strap I I t FIRESTOP i � ° ° i BOTTOM OF BRACKET `-----------------------------------------%I ' t\\ /� t SILL i Simpson Strong--Tie 4"x4" POSTS HEADER STEEL BEAM RCWB , _ __ _____ - ---' 1/2' ROUND I --- ------------- RAFTER TO RIDGE CONNECTION PROJECT ------------------------------------------ _ ------ - - STEEL OR ----------------------------------------- RAFTER SIMPSON STRONG TIE �� ANCHOR BOLT ' ' HURRICANE TIE MODEL NO. H3 I i 2'-0" O.C. MAX (2 STY) WOOD BRAQINE,-'"_ ' � � SCALE: N.T.S. 3'-8" O.C. MAX (1 STY) ,� -- Post size by - Designer V I V I N ETTO RESIDENCE 1 1 - I I 1 1 - H®U -------------- ' ° TOP PLATE ADDITION5 * ALTERATIONS FOUNDATION WALL I Minimum of ; CONCRETE OR MASONRY ,�� i . . i I i o seven bolt , , , ; . HDU5 ; ; ®I ; 0 ° 2595 WELLS AVE I diameters to 1 i � o ell Threaded achieve is ; 1/2" ANCHOR BOLT IN i'/ I .e (HDU2 HDU8 el 50 UTN O LD NY Studs loads. This , , I I 1 � 1 Rod distance is ; CONCRETE FILLED MASONRY. ,� �. . 0 ® 1 designed into I 2'-0" O.C. MAX 2 STY o . HDU11, and HDU14 F ® i o ° holdown. I 3'-8" O.C. MAX �1 STY ,' ; . similar}) ®I 1 ° jfloor Jois Distance May be ; ,� ��, I I 1 ° PLYWOOD SHEATHING AT TYP. HURRICANE TIE DETAIL I Increased without 1 i �� I I I ° 1 ° ° I Preservat:lve-treated barrier I o affecting t----------------------------------' CORNER BRACES FRAME, I NOT TO SCALE load capacity, OTHER SHEATHING MAY o may be required for ° I I ° o Install provided the Washers anchor nut is I BE NON-STRUCTURAL i eonneetolrs in contact with i ° ° I I not over-torqued, o preservatiive-treated wood ; v NOTE- ALL FRAMING DESIGNS BASED ON: which could split the stud .0 .o `' I I a AMERICAN FOREST AND PAPER ASSOC. (AF&PA) WOOD FRAME CONSTRUCTION MANUAL FOR ONE- Simpson Strong-Tie o o I I HD5A '' a a I AND TWO-FAMILY DWELLINGS (WFCM) ,' FORTH IN THIS MANUEL AND REFER TO CHAPTER 3 5EAL SIGNATURE DATE: 0 1-25-1 G I I a I CONTRACTOR TO FOLLOW THE GUIDLINES SET ' I OF THE MANUAL. Of PROJECT No: 201 G-02 T _ Simpson Strong-Tie i PROVIDE STRAP ANCHORING THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE 10. pS�F'Cod I A B L_E R 301 , 2 rr�1 < 2 ( 1 ) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA I CNW AT ALL WOOD STUDS RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, DEVIATIONS TECHNIQUES, Gj �Q� I t" 'P� DRAWING BY: CD _ - -- ----------------_-' AROUND THE SILL PLATES SEQUENCES, PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CI-1K BY: BC GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM ICE SHIELD PROVIDE STRAP TIE UP ON INSIDE OF STUDS CONNECTION WITH THE WORK. ALSO FOR ANY SUB-CONTRACTORS OR ANY OTHER s UNDFRLAYMENT FLOOD HOLDOWNS AT ALL CORNERS PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM DWG No: SNOW DESIGN TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 2 SPEED MPH FROST LINE REQUIRED HAZARDS ANCHORS FROM FOUNDATION � a LOAD CATEGORY WEATHERING DEPTH TERMITE DECAY UP TO WOOD STUDS THIS PLAN IS APPROVED ONLY FOR THE WORK INDICATED ON THE APPLICATION 663734 SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON, ;topP 20 110 MPH EXDEMPT >. MOD. TO SLIGHT TO 905.2.7.1 / OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH ESS1CI SEVERE 3 -0 HEAVY MOD. YES N A APPLICABLE CODES. A-005 . 00 X� OFFICE LOCATION: �®f S®uP�® MAILING ADDRESS: Town Hall Annex �® l® P.O. Box 1179-. - 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 P couril LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MAR 2 4 2016 MEMORANDUM ING BOARD OF APPEALS To: Leslie Weisman, Chair Members of the Zoning Board of Ap als From: Mark Terry, Principal Planner LWRP Coordinator Date _ March 24, 2016 Re- Coastal Consistency Review for ZBA File Ref RALPH and JOAN VIVINETTO #6939 SCTM# 1000-70-4-17 RALPH and JOAN VIVINETTO #6939 - Request for Variances from Article XXIII Section 280-124 and the Building Inspector's February 22, 2016 Notice of Disapproval based on an application for building permit to construct additions and alterations to existing single family dwelling,at;-1) less than the code required minimum side yard setback of 15 feet, 2) less than the code required combined side yard of 35 feet, located at: 2595 Wells Avenue (adj. to Jockey Creek) Southold, NY. SCTM#1000-70-4-17 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my determination that,the proposed action is EXEMPT from LWRP review pursuant to: § 268-3. Definitions. MINOR ACTIONS item "F" which states: F. Granting of individual setback, lot line and lot area variances, except in relation to a regulated natural feature or a bulkhead or other shoreline defense structure or any activity within the CEHA; This determination was made based on the action being located over 100' from Jockey Creek. Pursuant to Chapter 268, the Southold Town Zoning Board of Appeals shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Stephen Kiely, Assistant Town Attorney COUNTY OF SUFFOLK X% e kECEIVED PEAR 1112016 Steven Bellone ZONING BOARD OF APPEALS (� SUFFOLK COUNTY EXECUTIVE Department of Economic Development and Planning Joanne Minieri Division of Planning Deputy County Executive and Commissioner and Environment March 4, 2016 Town of Southold Zoning Board of Appeals 53095 Main Road P.O. Box 1179 Southold,NY 11971-0959 Attn: Leslie Weisman Dear Ms. Weisman: Pursuant to the requirements of Sections A14-14 thru A 14-25 of the Suffolk County Administrative Code;the-following application-submitted-to the Suffolk County Planning Commission-is to-be a matter for local determination as there appears to be no significant county-wide or inter-community impacts. A decision of local determination should not be construed as either an approval or disapproval. Applicant Municipal File Number Tibbett, Jonathan #6937 Vivinetto, Ralph&Joan #6939 Looze, Susan and Douglas #6940 Very truly yours, Sarah Lansdale Director of Planning Theodore R. Klein Senior Planner TRK/cd H.LEE DENNISON BLDG ■ 100 VETERANS MEMORIAL HWY,11th FI ■ P.O.BOX 6100 ■ HAUPPAUGE,NY 11788-0099 ■ (631)853-5191 �i FORM NO. 3 �J RECEWE® TOWN OF SOUTHOLD FEB 2 3 2016 BUILDING DEPARTMENT SOUTHOLD,N.Y. OONINO BOARD OF APPEALS NOTICE OF DISAPPROVAL DATE: July 28, 2015 RENEWAL: February 22, 2016 TO: Ralph&Joan Vivinetto 821 Bowling Green Drive Westbury,NY 11590 Please take notice that your application dated July 17, 2015: For permit to construct additions to an existingsingle ingle family dwelling at: Location of property: 2595 Wells Avenue, Southold County Tax Map No. 1000 - Section 70 Block 4 Lot 17 Is returned herewith and disapproved on the following grounds: The proposed additions to this-existing single family dwelling, on a non-conforming 24,393.6 square foot lot in.the Residential R-40 District is not permitted pursuant to Article XXIII Section 280-124, non-conforming lots, measuring 20,000 to 39,999 square feet in total size, require a minimum side yard setback of 15 feet and a combined side yard total of 35 feet. The proposed additions show a setback of 6.0 +/- feet with a total combined side yard setback of 14.5+/- feet. Authorized Si ature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. �t .000'(09 3 �_ FORM NO. 3 RECEIVED TOWN OF SOUTHOLD FEB 19 2-016 BUILDING DEPARTMENT SOUTHOLD,N.Y. ZONING BOARD OF APPEALS NOTICE OF DISAPPROVAL DATE: July 28, 2015 TO: Ralph &Joan Vivinetto 821 Bowling Green Drive Westbury,NY 11590 Please take notice that your application dated July 17, 2015: For permit to construct additions to an existing single family dwelling at: Location of property: 2595 Wells Avenue, Southold County Tax Map No. 1000 - Section 70 Block 4 Lot 17 Is returned herewith and disapproved on the following grounds: The proposed additions to this existing single family dwelling, on a non-conforming 24 393.6 square foot lot in the Residential R-40 District is not permitted pursuant to Article XXIII Section 280-124, non-conforming lots, measuring 20,000 to 39,999 square feet in total size,require a minimum side yard setback of 15 feet and a combined side yard total of 35 feet. The proposed additions show a setback of 6.0+/- feet with a total combined side yard setback of 14.5+/- feet. a, - Authorized Sign e Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. RECEIVED Fee:S Filed By: Assignment No. I c 9 APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEOMBs BOARD OF APPEALS AREA NARIANCE House No. ;�,515 Street bi e Ls AU e A u e Hamlet So U -4 o ) D. SCTM 1000 Section ' �Block + Lot(s)_jLot Size o Zone I(WE)APPEAL T E WRITTEN DETERMINATION OF THE BUILDING INSPE TOR DATED 'oZ BASED ON SURVEY/SITE PLAN DATED Owner(s): A, 4- J'O N P e Mailing Address: l 6Uf 1 t C9 2ee-N DA) ve &jes U �/ 0�7 Email. SVi vibe 17`0- �Ue212vtu Telephone � � 'o�- N��-- NOTE:In addition to the above,please complete below if application is signed by applicant's attorney,agent, architect,builder,contract vendee,etc.and name of person who agent represents: Name of Representative: for( ) Owner( )Other: Address: Telephone: Fax: Email: Pleas eck to specify who you wish correspondence to be mailed to,from the above names: (" licant/Owner(s), ( )Authorized Representative, ( )Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE 7LAIJ 'DATED 2`I / and DENIED AN APPLICATION DATED ( _�_FOR: (�4uilding Permit ( ) Certificate of Occupancy ( )Pre-Certificate of Occupancy ( ) Change of Use ( )Permit for As-Built Construction ( ) Other: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by numbers.Do not quote the code.) 1� Article: 7(� Section: "� Subsection: Type of Appe-AT—An Appeal is made for: M'A Variance to the Zoning Code or Zoning Map. ( ) A Variance due to lack of access required by New York Town Law-Section 280-A. ( )Interpretation of the Town Code,Article Section ( )Reversal or Other A prior appeal ( ) has, (\Xfias not been made at anV time with respect to this property, UNDER Appeal No(s). Year(s). . (Please be sure to research before completing this question or call our office for assistance) Name of Owner: ZBA File# REASONS FOR APPEAL(Please be specific, additional sheets may be used with preparer's signature notarized). 1.An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to nearby properties if granted,because: _ �� N 2.The bene sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue,other than an area variance,because: CA"-Jul 3�amount of relief requested is notnsubstantia ec e: '�, � �'S � 4.The variance will NOT have an adverse effect or impact on the or environmental conditions in the neighborhood or district because: S XLet�FLd�� 41, 5.Has the alleged difficulty been self created? ( )Yes,or{i},'�o Why: Are there any Covenants or Restrictions concerning this land? 4o { )Yes(please furnish a copy) This is the MINIMUM that is necessary and adequate,and at the same time preserve and protect the character of the neighborhood and the health,safety and welfare of the community. Si ture of Applicant or Authorized Agent SW t th 4J ( t must submit wrAuthorizationtten Authorization from Owner) i o before ryr�{e is rda y e of �j RECEIVED Notary Public FEB 19 2016 BONING BOARD OF APPEALS 1VOY,�', DANEEI,LE T.iyIATEDERO NO.L"I M6 3 ¢"'B i' iS7 E OF�!E!14t FORK Commission E res 12219*, APPLICANT'S PROJECT DESCRIPTION APPLICANT: Pj , Q—ti_Vw��*DATE PREPARED: I 1.For Demolition of Existing Buluing Areas ° Please describe areas being removed: 9`1 I / RECE1VFe'-' r " 15 LU!b ZONING BOARD OF APPEALS U.New Construction Areas(New Dwelling or New Additions/Extensions): Po'td �g� Dimensions of first floor extension: /s A ° �� a'Z�v3 `7"X I0 Dimensions of new second floor: zA 1 P ' Dimensions of floor above second level: rJ,A Height(from finished ground to top of ridge): Is basement or lowest floor area being constructed?If es,please provide height(above ground)measured from natural existing grade to first floor: i Aen M.Proposed Construction Description(Alterations or Structural Changes) (Attach extra sheet if necessary).Please describe building areas: r Number of Floors and GeneN Characteristics BEFORE Alterations: c 2 Niunber of Floors and Changes WITH Alterations: 1 (, k IV.Calculations of building areas and lot coverage(from surveyor): Existing square footage of buildings on your property: )3 �o Proposed increase of building coverage: Q- Square footage of your lot: Percentage of coverage of your lot by building area: V.Purpose of New Construction: O�L . y 1 Cl t3.,-L, dl. OkjLZ VI.Please describe the land contours(flat,slope%,heavily wooded,marsh area,etc.)on your land and how it relates to the difficulty in meeting the code requirement(s): �� G9 C s Please submit 8 sets of photos,labeled to show different angles of yard areas after staking corners for new construction,and photos of building area to be altered with yard view. 4/2012 0. QUESTIONNAE RE FOR FILING WITH YOUR ZBA APPLICATION RECEIVED A. Is the subject premises listed on the real estate market for sale? FEB 19 U16 Yes _V/No B. Are there any proposals to change or alter land contours? ZONING BOARD OF APPEALS _/No Yes please explain on attached sheet. C. 1.)Are there areas that contain sand or wetland grasses? 2.)Are those areas shown on the survey submitted with this app ation7 3.)Is the property bulk headed between the wetlands area and the upland buil area? - N O 4.)If your property contains wetlands or pond areas,have you contacted the Office of the Town trustees for its determination ofjurisdiction?__CAA,,0 Please con •m status of your inquiry or application with the Trustees: r� and if issued,please attach copies of permit with condition dnd approved survey. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? D&-A E. Are there any patios,concrete barriers,bulkheads or fences that exist that are not shown on the survey that you are submitting? ::5ftQ_Please show area of the structures on a diagram if any exist or state none on the above line. F. Do you have any construction taking place at this time concerning your premises? A}0 If yes,please submit a copy of your building permit and survey as approved by the Building Department and please describe: G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If any are lacking,please apply to the Building Department to either obtain them or to obtain an Amended Notice of Disapproval. H. Do you or any co-owner also own other land adjoining or close to this parcel? La If yes,please label the proximity of your lands on your survey. I. &PPleepresent use or operations conducted at this parcel and the proposed use S�i.Z fl- (ex:existing single family,propos a withbider) orized sign and Da e RPCEJVE: FEB 19 20 16 i AGRICULTURAL DATA STATEMENT ZONING BOARD OF APPEALS ZONING BOARD OF APPEALS TOWN OF SOUTHOLD WHEN TO USE THIS FORM: This form must be completed by the applicant for any special use permit, site plan approval,use variance,area variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring an agricultural data statement must be referred to the Suffolk County Department of Planning in accordance with Section 239m and 239n of the General Municipal Law. 1. Name of Applicant: rjAck4 C Vd�1J�-l/- Z*r 2. Address of Applicant: Q S 3. Name of Land Owner(if other than Applicant): 4. Address of Land Owner: 5. �Pr�oject: Proposed `uJ - al- �d09�t 6. Location ofPropert�(o axmap lr number) S ( s-P L.� Ui f...��„d�. Q � 0' 7 7. Is the parcel within 500 feet of a farm operati n?{ }Yes {k}-No C� Q 8. Is this parcel actively farmed? { }Yes N No 9. Name and addresses of any owner(s)of land within the agricultural district containing active farm operations. Suffolk County Tax Lot numbers will be provided to you by the Zoning Board Staff,it is ` your responsibility to obtain the current names and mailing addresses from the Town Assessor's Office (765-1937)or from the Real Property Tax Office located in Riverhead. NAME and ADDRESS 1. 2. 3. 4. 5. 6. (Please use the back of this page if there are additional property owners) Sign a f Applicafit Date Note: 1.The local Board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation. Solicitations will be made by supplying a copy of this statement. 2.Comments returned to the local Board will be taken into consideration as part as the overall review of this application. 3.Copies of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified above. The cost for mailing shall be paid by the Applicant at the time the application is submitted for review. RECEIVED 617.20 Appendix B FEB 19 2016 Short Environmental Assessment Form ZONING BOARD OF APPEALS Instructions for Completing Part I -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information Name of Action or Project: A Ue . Project Location(describe,and attach a location map): Brief Description of Proposed Action: �n nyr�a n � D t? f� 0're' I Ic uG h 5 i � � a ;I i_l\ao `Y �-o r- a-U) � Th �a 0 a ti -T- NZof Applicant or Sponsor: . Telephone: N e E-Mail: tV i V 8,nI e'T'f 6 e(2! e Address: 11�-f 43 City/P • State: Zip Code: West-b � L os9d l.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: 3.a.Total acreage of the site of the proposed action? a YC acres b.Total acreage to be physically disturbed? .o S G acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? R!�acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial residential(suburban) ❑ Forest ❑Agriculture ❑Aquatic ❑Other(specify): ❑Parkland Page I of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? Vle 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: RECEIVED � 11.Will the proposed action connect to existing wastewater utilities? °' " NO YES If No,describe method for providing wastewater treatment: ZONING BOARD OF APPEALS 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? - b.Is the proposed action located in an archeological sensitive area? 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: Ato 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑ Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional Wetland ❑Urban ❑ Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? ✓, 16.Is the project site located in the 100 year flood plain? NO YES V 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? 9/NO❑YES V b.Will storm water discharges be directed to established conveyance systems(runo and storm drains)? If Yes,briefly describe: O❑YES Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGEV , Applicant/ onsor name: ! /� l Y " Date: a /° Signature 16 Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" RECEIVED No,or Moderate FEB' �o��' h;`; small to large F, .T": impact impact "ZONMG BOARD OF"APPEALB ., "' ' `'. may may ` occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. .4 q FEB 19 20 ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) / Tax grievance Building Permit y Variance Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest" means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO If No,sign and date below.If YES,complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the co orate st k of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP y 2-�Submitte s day, o SI ECEIVEn Sign tur FEB Print Name Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes",then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. `�� n B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# o - Li — 1 Fr Realm) EER = k n f The Application has been submitted to(check appropriate response): Town Board E Planning Dept. ® Building Dept. [d Board of Trustees 0 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital 0' construction, planning activity,agency regulation, land transaction) (b) Financial assistance(e.g.grant, loan, subsidy) (c) Permit, approval, license,certification: Nature and extent of action: 0- D A &- 0J ) 6A-ff--> --e-WAL4 ti 1J 1 R-0 r'-\- Location of action: Site acreage: & A C Ae- Present land use: 0 0L DU e I ? i`N Present zoning classification: 2C S 1 fJ Q tj -r i a- 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: gCk-ll (b) Mailing address: 0 1 pq G R'e•�P-N A 1 ve--, d��r H 5 9 6 (c) Telephone number:Area Code ) '7 (d) Application number, if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No V If yes,which state or federal agency? DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space,makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III-Policies; Page 2 for evaluation criteria. "trb o / ❑Yes ❑ No [g(Not Applicable- please explain) �eceIVe® 1 9 A of ApPeAL �nNING Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III-Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ® (Not Applicable-please explain) 6 AJiSfo2t � !yD Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III-Poli ies Pages 6 through 7 for evaluation criteria 0 Yes No (Not Applicable-please explain) /V o /y eca A r0 0 D Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III-Policies Pages 8 through 16 for evaluation criteria n Yes No W(Not Applicable-please explain) r RECEIVED FEB 19 2016 ZONING BOARD OF APPEALS Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III -Policies Pages 16 through 21 for evaluation criteria 0 Yes M No V(Not Applicable-please explain) IU o + 62 e-6t- 0, u / c 1tN � -e tQ- u_y p Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III-Policies; Pages 22 through 32 for evaluation criteria. M Yes F�] No[R"(Not Applicable-please explain) N ad- e-d'/Q l / r- e and 7 CQ 4 5 -rA L 1 T S Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III - Policies Pages 32 through 34 for evaluation criteria. See Section III-Policies Pages; 34 through 38 for evaluation criteria. 0 Yes ❑ No (Not Applicable-please explain) D c e c-7- W/.// N a c, e --r I kQ , Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town-of Southold from solid waste and hazardous substances and wastes. See LWRP Section III-Policies; Pages 34 through 38 for evaluation criteria. 1s. 0 Yes ❑ No (Not Applicable-please explain) (J 26 e c+ 7_5 e-0—r4 was f e -4 l G-2--er-2 P E 0 S S' v gst 'n Nce __S RECEIVFD LX PUBLIC COAST POLICIES 70NING BOARD OF APPEALS Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III-Policies; Pages 38 through 46 for evaluation criteria.EdYesO No U (Not Applicable-please explain) 0 A' ems+ K(e_S r D e trrt /A L. eom m uN 1 4-, Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No R (Not Applicable—please explain) Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No 1�?] Not Applicable—please explain escP Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. EdYes ❑ ev� No Not Applicable—please explain 1`-& i e c -- f ;A) P S t D 2,-J y- 10.L_ Cz-R-e o-— !0 o-1- 0 C ct 0. 1 cu I +U R eL L —D S- Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes El No �Not Applicable—please explain D P16 e pfE , nee I— es RECEIVED FEB 19 2016 ZONING BOARD OF APPEALS r FORM NO. a TOWN OF SOUTHOLD r BUILDING DEPARTMENT RECEIVED Town Clerk's Office Southold, N. Y. FEB 19 2016 ZONING BOARD OF APPEALS Certificate Of Occupancy Z9107 July 14 78 NO. . . . . . . . . . .. . Date . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 19. . . . THIS CERTIFIES that the building located at .Z595. ,Wells. Ave . . . . . . . Street Map No. . . . . . . . . . . . . Block No. . . . . . . . . . .Lot No. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . conforms substantially to the Application for Building Permit heretofore filed in this office dated -TVISr .3. . . . . . . . . . .. 19.79 pursuant to which Building Permit No. . . .9821 Z dated . . . .TaY .6. . . . . . . . . . . .119. 7A, was issued, and conforms to all of the require- ments of the applicable provisions of the law.The occupancy for which this certificate is issued is . . RrIv to. PAQ.FMilY. PWQIIU9 Vlth AWX . . . . . . . . . . . . . . . . . . . . . . . . . The certificate is issued to . .. . . . . . . . JOkM .V.p. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (owner, j�pp#) of the afdfWMd building. Suffolk County Department of Health Approval . . . . . . . . . . . . . .N,/R. . . . . . . . . . . . . . . . . . UNDERWRITERS CERTIFICATE No. . . . . . . . . . . . . . . . . . . . . . . N/R. . . . . . . . . . . . . . . . . . ROUSE NUMBER . . . . ?,59?. . . . . Street . . . . . . . . . Wea.ls ,Aye . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . .. . . . . .. . . . . . . . . .. . . . . .. . .Southold,, New. York . . . . . . . . . . ,l. .. Building Inspector FORM NO.4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector RECEIVED Town Hall Southold, N.Y. FEB 19 2016 ZONING BOARD OF APPEALS Certificate Of Occupancy No. Z11.271. . . . . . . . . . Date . . . . Ogt9bar .?l. . . . . . . . . . . . . . . 198.2 THIS CERTIFIES that the building . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Location of Property 2595 . . . . . . . . . Vells AVenue Southold House No. Street . . . . . . . . . . . .Hamlet• County Tax Map No. 1000 Section . .4 7 a. . . . . . .Block q k . . . . . . . . . . .Lot . . .9 1 7. . . . . . . . . . . Subdivision . . . .X. . . . . . . . . . . . . . . . . . . . . . . . . .Filed Map No. X . . . . . .Lot No X. . . . . . . . . . . . . conforms substantially to the Application for Building Permit heretofore filed in this office dated J dine . . . . . ... . . . . . . 19 8 pursuant to which Building Permit No. ,1 12 S 4 7. . . . . . . . . . . dated . . . . Ju 1.y_ 1. . . . . . . . . . . . . . . . . 19 ! ,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 . . . . . . . . . the enlargement of an existing deck addition. The certificate is issued to . . . . John B,. Ulp (owner,lessee er-temmtj of the aforesaid building. Suffolk County Department of Health Approval . . .n/a UNDERWRITERS CERTIFICATE NO. . . . . . . . . . .n l�: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Building Inspector } Rev.1/81 .zL� i"sFoc Town of Southold Annex 8/14/2012 P.O.Box 1179 54375 Main Road Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 35876 Date: 8/14/2012 THIS CERTIFIES that the building DECK Location of Property: 2595 WELLS AVENUE, SOUTHOLD, SCTM#: 473889 Sec/Block/Lot: 70.4-17 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this otFiced dated 4/24/2012 pursuant to which Building Permit No. 37263 dated 5/31/2012 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: covered deck addition and deck addition with stairs to an existing one family dwelling as applied for. RECEIVEV FEB 19 2M ZONING BOARD OF APPEALS The certificate is issued to RALPH&ANTHONY VIVINETTO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Au ed S ature FORiVt NO. 2 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE C� l SOUTH-OLD, N. Y. RECEIVED FEB 19 9016 BUILDING PERMIT ZONING BOARD OF APPEALS (THIS PERMIT MUST BE KEPT ON THE P17EMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) I N9 9821 Z Date .. .U.. :.�l �C' 19. Permission is hereby granted to: .........�J. ?1a. `t............ ............ . :..E�...... . ................................................................................ to ......... .1�........ ..v' �.:... ............f'...........�...? :'.A...................... ;.i1.......!....!.............. atpremises located at ................... 51.�J .... ` ...L.:. ............' ..V ::.,................................ pursuant to application dated ............................ . .... ............... 1'9�� and approved by the Building Inspector. Fee $......l.............. ► 000 — 7o- L� _ / 7 .................. ...... ......................... Building Inspector RECEIVED TOWN OF SOUTHOLD OFFICE OF BUILDING INSPECTORTOWN FEB 19 2016 SOUTHOLD, NEW YORK CERTIFICATE OF OCCUPANCY ZONING BOARD OF APPEALS NONCONFORMING PREMISES THIS IS TO CERTIFY that the LJ Land Pre C.O. #-Z-16589 Q Building(s) /_7 Use(s) Date- January 19, 1988 located at 2595 Wells Avenue Southold, New York Street Hamlet shown on County tax map as District 1000, Section 70 , Block 04 Lot 017 does(not) conform to the present Building Zone Code of the Town of Southold for the following reasons: Insufficient total area; non-conforming accessory shed in side yard. On the basis of information presented to the Building Inspector's Office, it has been determined that the above nonconforming ® Land / Building(s) Q Use(s) existed on the effective date the present 1 Building Zone Code of the Town of Southold, and may be continued pursuant to and subject to the applicable provisions of said Code. IT IS FURTHER CERTIFIED that, based upon information presented to the Building Inspector's Office, the occupancy and use for which this Certificate is issued is as follows: Property contains 12 story, one family, wood framed dwelling with attached deck Permit #9821Z-Co 9107; Permit #1123Z - CO Z11271; accessory shed; concrete headwalls; all situated in 'A' Residential Agricultural zone, with access to Wells Avenue; a Town maintained road. The Certificate is issued to EDITH R. ULP (owner, bffMHiHMWN of the aforesaid building. Suffolk County Department of Health Approval N/A UNDERWRITERS CERTIFICATE NO. N/A NOTICE IS HEREBY GIVEN that the owner of the above premises HAS NOT CONSENTED TO AN INSPECTION of the premises by the Building Inspec- tor to determine if the premises comply with all applicable codes and ordinances, other than the Building Zone Code, and therefore, no such inspection has been conducted. This Certificate, therefore, does not, and is not intended to certify that the premises comply with all other applicable codes and regulations. U A C.iT e-►. �..4/J�L1R.� . Building Inspector 1 � ' - y—AvowvF-1 _. py Spa oA14 1U lPj ( /v IN d- o r ow gyp Sias) is A N an //�•/ " ' RECEIVED FEB 19 7016 Wilk- moo... ZONING BG'AkD OF APPEALS r�w~ opj V V IIA-c K- I!T �pF SO(/Ty John M. Bredemeyer III, President ®� ®�® Town Hall Annex Michael J. Domino,Vice-President 54375 Main Road P.O. Box 1179 James F.King,Trustee Southold,New York 11971-0959 Dave Bergen, Trustee ® �� Telephone (631) 765-1892 Charles J.Sanders,Trustee O�('®U �� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES, TOWN OF SOUTHOLD June 23, 2015 RECEIVED FEB 19 2016 Joan Vivinetto ZONING BOARD OF APPEALS 2595 Wells Avenue Southold, NY 11971 RE: RALPH & JOAN VIVINETTO 2595 WELLS AVENUE, SOUTHOLD SCTM# 70-4-17 Dear Ms. Vivinetto: The Southold Town Board of Trustees reviewed the site plan prepared by Joan Vivinetto, received on June 1.5, 2015, and determined that the proposed construction of a breezeway with garage onto the south side of the existing dwelling, and a proposed addition onto the north side of the dwelling which will not to extend out any further seaward than existing dwelling is out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, or within 100' landward from the top of the bluff, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. v This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, John M. Bredemeyer, III, President Board of Trustees JMB:eac RECEIVED ZONING BOARD OF APPE,I LS .I REScheck Software Version 4.6.2 Compliance Certificate Project ADDITIONS & ALTERATIONS Energy Code: 2010 New York Energy Conservation ( n �� Location: Suffolk County, New York f„Vj� ; L183734 �r Construction Type: Single-family Project Type: Addition RECEIVED Climate Zone: 4 (5750 HDD) Permit Date: FEB 19 2016 Permit Number: Construction Site: Owner/Agent: ZONING BOARD OF AP13b§*er/Contractor: 2595 WELLS AVE VIVINETTO RESIDENCE BRIAN COLLINS P.E. SOUTHOLD, NY ELITE DRAFTING &HOME DESIGNS Compliance. 17.3%Better Than Code Maximum UA: 208 Your UA: 272 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies 'Gross Area Perlooter LIVING ROOM: Cathedral Ceiling 330 0.0 19.0 0.048 16 MASTER BEDROOM: Cathedral Ceiling 552 0.0 25.0 0.037 20 BREEZEWAY: Flat Ceiling or Scissor Truss 75 0.0 19.0 0.048 4 LIVING ROOM:Wood Frame, 16"o.c. 416 0.0 13.0 0.057 14 LIVING ROOM WINDOWS:Wood Frame:Double Pane with Low-E 94 0.320 30 MASTER BEDROOM WINDOWS: Metal Frame:Double Pane with Low-E 70 0.320 22 MASTER BEDROOM:Wood Frame, 16" o.c. 736 0.0 13.0 0.057 42 BREEZEWAY: Wood Frame, 16" D.C. 112 0.0 13.0 0.057 5 BREEZEWAY DOOR: Solid 20 0.280 6 MASTER BEDROOM:All-Wood joist/Truss:Over Unconditioned Space 529 0.0 38.0 0.024 13 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version_4.6.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title ignature Date Project Title: ADDITIONS &ALTERATIONS Report date: 02/12/16 Data filename: HAvivinetto\RESCHECK.rick Page 1 of 1 APPEALS BOARD MEMBERS ��®� SQ�T&VO Southold Town Hall Ruth D. Oliva,Chairwoman 53095 Main Road• P.O. Box 1179 Gerard P. Goehringer t Southold,NY 1 1 97 1-0959 Vincent Orlando vs ae Office Loc. io James Diniiio,Jr. • Town Annex/First Floor,North Fork Ba Michael A.Simon �i��®U 54375 Main Road(at Youngs Avenue) ' Southold,NY 11971 RECEIVED http://southoldtown.northfork.nct FEB S 4 2016 BOARD OF APPEALS RE19EIVED ZONING BOARD OF APPEALSTOWN OF SOUTHOLD . * f" `Fell.(631)765-1809•Fax(631)765-9064 JAN 31 1D06 FINDINGS, DELIBERATIONS AND DETERMINATION Southold Town Clerk MEETING OF DECEMBER 27,2005 ZB File 5797—Thomas and Mary Irene Marron Property Location: 3125 Wells Avenue, Southold CTM 70-4-10 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse,effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION:The applicant's 25,641 square foot parcel has 70 feet along Wells Road and 248.51 feet along the easterly side lot tine, and is improved with a single-story frame house with garage and rear deck, as shown on the September 15, 1994 survey, updated September 13, 1995 by Joseph A. Ingegno. BASIS OF APPLICATION: Building Department's September 7, 2005 Notice of Disapproval, citing Sections 100.239.4B and 100-244 in its denial of an application for a building permit to construct proposed additions to the existing dwelling. The reasons stated by the Building Inspector in the denial are: (1)that the distance to the rip rap structure is less than 75 feet, and (2) the proposed additions are less than the code required minimum setbacks of 15 feet on a single side and combined side yards of 35 feet. The setback to the rip-rap (rock revetment) is shown at 46 feet on the site plan (undated SP-1) prepared by Garrett Strang, Architect, with proposed extensions on both.sides of the existing 18'x 14'deck(and shown on the survey at 48 feet). FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on December 15, 2005 at which time written and oral evidence was presented. Based upon all testimony, documentation, personal inspection of the property,and other evidence,the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: The applicant seeks relief for additions shown on the site plan prepared by Garrett Strang, R.A. stamped by the ZBA Oct. 13, 2005, described as follows: (1)add a 46'x14' unenclosed deck at the southeast corner of the dwelling from the rock revetment, (2) 8.5'x14' unenclosed deck at 22+-feet from the westerly side line(20'to the proposed minor step area); (3) 1-112 story addition.8.4' x 51.1 feet at 15.7 feet from the easterly side line at its closest point; (4) 1-1/2 story 21.7'x16' addition on the north side of the dwelling , 15.56 feet from the side line at its closest point; (5) 1-112 story 24'x26' new garage/addition on the north side of the dwelling, 10.1 feet from the side line at its closest point. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections,the Board makes the following findings: 1. Grant of a variance will not produce an undesirable change In the character of the neighborhood or a detriment to nearby properties. The dwelling is currently nonconforming with 12 ft. westerly side yard and 15.6 RECEIVED Page 2—December 27,2005 FEB 24 20)6 Z8 File Ref.5797—T.and M.Marro CTM 70-4-10 ZONIUG BOARD OF A rPEALS easterly side yard, instead of the code required 15 and 20 ft. minimum. The property is narrow at 70 feet in width at the northerly road side of the property. Attaching the garage to the dwelling as an addition will be more favorable than locating it as a separate structure closer to the road, and maintaining the same side setbacks of the dwelling will not be an undesirable change. The proposed additional new deck area behind the home is very large at 14'for the entire length of the home, and a 12' deck as an alternative for the same length will bring the setback into more conformity with the code required setback from the rip-rap under Code 100-239.48. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue,other than an area variance wilt respect to the additions at the northerly side of the dwelling. 3. The variance granted herein is substantial. The relief requested is a 29%reduction of the code required 35 feet total for combined side yards(15 and 20 ft.on each side). 4. The difficulty was self-created when plans were designed to enlarge the home, add a larger deck, and to build a garage in areas that have been nonconforming for many years. 5. No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. 6.Grant of the requested relief Is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of additions, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Dinizio, seconded by Chairwoman Oliva,and duly carried,to DENY the requested 14' deck areas at 46 feet from the rip-rap shown on the site plan prepared by Garrett A.Strang,and to GRANT alternative relief for a maximum of 12 feet for proposed decks along the south side of the home (instead of the requested 14 feet), increasing the setback two feet(from 46 feet to 48 feet from the rock revetment),with the Condition that the deck areas shall be open to the sky;and to GRANT a variance with respect to the additions at the north side of the home, as applied for, and shown on the site plan (undated SP-1) prepared by Garrett Strang, R.A. date stamped by the ZBA Oct. 13,2005. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code,other than such uses,setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Oliva (Chairwoman), Orlando, Goehringer, Dinizio, and Simon. This Resolution was duly adopted(5.0). Ruth D.Oliva,Chairwoman 11�0106 Approved for Filing Y Puge 3 of 3—August 20,2015 ZBAk6871—VanRooyen SCTMS 1000-70-4-29 Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the 7.oning Board of Appeals. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformides under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de mininds in nature far an alteration that does not increase the degree of nonconformih,. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three(3)consecutive one(1)year terms. Vote of the Board: Ayes: Members Horning, Dantes, Goehringer (Acting Chairperson) (Absent was: Members Weisman (Chairperson), Schneider) This Resolution was duly adopted(3-0). RECEIVED erard P.Goehringer,Acting Chai son Approved for filing & /�/ /20 FEB 2 4 2016 ZONING BOARD OF APPEALS .4- a Office Location: ®�*of$Q(/rh®! Mailing Address: Town Annex/First Floor,Capital One Bank ~ 53095 Main Road 54375 Main Road(at Youngs Avenue) P.O. Box 1179 Southold,NY 11971 isk • Southold,NY 11971-0959 i 1 � RECEIVED Rt:G tvE® http://southoldtown.northfork.net �(,0 O Alk FEB S 4 20% BOARD OF APPEALS F E B 1 Q ',Y TOWN OF SOUTHOLD ZONING BOARD OF APPEALS Tel.(631)765-1809 Fax(631)765-9064 Southold Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF JANUARY 23,2014 ZBA FILE: # 6714 NAME OF APPLICANT: Mladen Bay PROPERTY LOCATION:475 Hill Road(adj.to Jockey Creek), Southold,NY SCTM# 1000-704-30 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated December 30, 2013 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated December 23, 2013. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is EXEMPT from Coastal Consistency Review. PROPERTY FACTS/DESCRIPTION: This non-conforming 24,321 square foot parcel located in the R40 zone district sits between Jockey Creek and Hill Road in Southold. It is improved with a single family dwelling and accessory shed. The property has 100.00 feet of frontage on Hill Road, 245.00 along the western property line, 96.74 feet on Jockey Creek and 250.00 feet along the eastern property line. The property has a boat dock which juts out into Jockey Creek. All is shown on a site plan by Mladen Bay, Architect, date stamped received by the Zoning Board of Appeals December 10, 2013. BASIS OF APPLICATION: Request for Variance from Article XXIII Section 280-124 and the Building Inspector's November 25,2013 Notice of Disapproval based on an application for building permit for construction of a garage and porch addition, at; 1) less than the code required combined side yard setback of 35 feet. RELIEF REOUESTED: The applicant requests a variance on this 24,321 non-conforming lot to construct a garage and covered porch addition in what is now the side yard. On lots between 20,000sq feet and 39,999 square feet the combined side yard setback is 35 feet. The site plan indicates a combined side yard setback of 26 feet. ADDITIONAL INFORMATION: Testimony was taken that the septic tanks are located in the front yard of the property. The applicant stated that the purpose of the garage is to store cars and there will not be any heat or REcEIVED ti FEB 2 4 2016 (P Page 2 of 3—January 23,2014 0— SCTM 1000-g704-30 ZONING BOARD OF APPALS/ plumbing in the garage. Additionally the applicant provided variances that were granted in the area for similar setbacks. At the hearing,two neighbors spoke against the application. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on January 9,2014 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law§267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of single family homes. Most of the lots on the Jockey Creek side of mill Street are similarly sized lots. Attached garages are typical in this neighborhood. Many houses in the neighborhood are at a similar setback from Hill Street. 2. Town Law 1z267-bQ)(bg2).The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant "as of right" can build a detached garage accessory structure 10 feet from his property line in his front yard. The applicant can also "as of right" build an attached garage closer to Hill Street than the house presently sits. However, granting the variance as applied for allows for one structure on the property instead of two, and it keeps the house further back off of Hill Street. A detached garage can be built within the same distance to the western property line as of right, as the applicant is proposing to build. 3. Town Law 5267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 26%relief from the code. However, the proposed attached garage addition will serve as storage space for the applicant's car collection which is now cluttering the applicant's driveway, and will therefore improve the visual appearance of the neighborhood. The proposed attached porch is in the rear yard and will have no visual impact on the street or the neighbor's property and is proposed at a conforming setback to Jockey Creek. 4. Town Law &267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and install leaders and gutters on the house and install drywells to handle storm water runoff. 5. Town Law §267-bM(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a covered porch and garage addition while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Schneider, and duly carried,to GRANT, the variance as applied for, and shown on the Architectural drawings labeled 1-3 and the site plan all prepared by Mladen Bay Architect and date stamped received by the Zoning Board on December 10,2013. CONDITION: 1)All fencing on the subject property must conform to the building code. - RECEIVED FEB 242016 �g37 I'itge 3 of 3-August 20,2015 ZBAH6871-VanRooyen ZONING BOARD OF APPEgL� Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the.Building Department of a building permit, and may require a new application and public hearing before the 7.oning Board ofAppeals. Any deviation from the variance(s) granted herein as shown'on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of*the subject property that may violate the 'Zoning Code, other than.such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a sintitar design that is de ntininds in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three(3)consecutive one(1)year terms. Vote of the Board.- Ayes: Xlembets Horning, Dantes, Goehringer (Acting Chairperson) (Absent was: Members Weisman(Chairperson),Schneider) This Resolution was duly adopted(3-0). Z,-116erard P. Goehringer,Acting Chai son Approved for filing & /02! /20 BOARD MEMBERS zf so Southold'lbwn Hall Leslie Kanes Weisman,Chairperson ® 53095 Main Road- P.O.Box 1179 �® �� l® Southold,NY H 971-0959 Eric Dantes C' ' Office Location: Gerard P.Goehringer i Town Annex/First Floor,Capital One B, George Horning �,�•�\y® 54375 Main Road(at Youngs Avenue Kenneth Schneider C®� �w Southold,NY 11971 RECEIVED r�(31 http://southoldtown.northfork.net FEB 2 4 2016 TONING BOARD OF APPEALS TOWN OF SOUI'HOLD ME-CEOW'ED ZONING BOARD OF APPEALS Tel.(631) 765-1809-Fax(631)765-9064 '3: 1 A G 2 4 015 FINDINGS,DELIBERATIONS AND DETERMINATIO ° MEETING OF AUGUST 20, 2015 ptoutholdl Tow Cleo ZBA FILE# 6871 NAME OF APPLICANT: Emma Van Rooyen PROPERTY LOCATION: 575 Hill Road(adj. to Jockey Creek), Southold,NY SCTM#1000-70-4-29 SSE RA DETERMINATION': The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the'Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated June 25, 2015 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. L%k Rl' DE'I'L"RMINATION: '['his application was referred for review tinder Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated July 24, 2015. The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/QESCRIPTION: The property is a non-conforming 24,905 (24,063 buildable) square foot water front parcel located in an R-40 zone. The property has 107.41 feet of frontage along Jockey Creek. The parcel runs 226.34 feet on the West side, 105.00 feet along Hill IIZoad, and 244.57 feet on the East side. The parcel is improved with a two story frame house with attached garage, a frame shed, and a wood ramp with attached floating wood dock. All is shown on a survey by Nathan 'raft Corwin III L.L.S. dated June 13, 2014 and last revised December 2, 2014. BASIS OF APPLICATION: Request for Variances from Article XXIII Section 280-124 and the Building Inspector's June 1,2015 amended June 15,2015 Notice of Disapproval based on an application for building permit to construct additions and alterations to existing single family dwelling, at; 1) less than the minimum code required side yard setback of 15 feet,2) less than the code required total side yard setback of 35 feet. RELIEF RCQUESTED: The applicant requests variances to make additions and alterations consisting of a proposed deck, pergola, pool, and raised patio that will result in a side yard setback of+/- 10.5 feet and a combined side yard setback of+/-31.5 feet. The code requires a single side yard setback of 15 feet and a combined side yard setback of 35 feet. FINDINGS OF FACT/REASONS FOR BOARD ACTION: RECEIVED FEB 2 4 2016 � l '36 Pap of 3-August?.0,20I5 7.i3AH6871 -Vanitooycn ZONING BOARD OF APPEALS S(:T�f#!000-704-2970-4-29 The Zoning Board of Appeals held a public hearing on this application on August 6,2015 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood,and other evidence,the'Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood is a waterfront neighborhood which consists of single family homes. The additions and alterations are proposed on the water side of the house and will not be visible from the street. The applicant is requesting the variance so that it may keep the proposed raised patio in a straight line with the house for aesthetic reasons. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant could make additions and alteration with a code conforming side yard setback. However, the existing residence already has a non-conforming side yard setback and combined side yard setback. The applicant is requesting a minimal increase to the already non-conforming single side yard setback. 3. Town Law $267-b(3)(b)(3). The variances granted herein for the combined side yard setback is not mathematically substantial, representing 10% relief from the code. The variance granted for the single side yard setback is mathematically substantial representing 30%relief from the code. However, the existing residence has a combined side yard setback of 30.3 feet and the proposed setback of 31.5 feet is more conforming to code than what exists. The applicant's property has a single side yard setback of 10.7 feet. Granting a variance to decrease the single side yard setback to 10.5 feet is a minimal increase. 4. 'Town Law §267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law &267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. 'Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a swimming pool, deck, pergola, and raised pates while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Dantes, seconded by Member Horning, and duly carried, to GRANT,the variances as applied for, and shown on the survey by Nathan Taft Corwin L.L.S. dated June 13, 2014 and last revised December 2, 2014 and the Architectural plans by Berg Design Architecture dated December'�0, 2014 and labeled A00 through A3. Subject to following conditions; Conditions; 1. Evei green screening. 2. Pool mechanicals shall he placed in a sowtd deadening encloses-e. 3. Dr y►vell for pool de-watering shall be installed Page 3 of 3—August 20,2015 ZBAtt6871—VanRooyen SCfM01000-70A-29 Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances) granted herein as shown on the architectural drmvings, site plan andlor survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving noncor formities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de mininds in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the.Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three(3)consecutive one(1)year terms. Vote of the Board: Ayes: Members Horning, Dantes, Goehringer (Acting Chairperson) (Absent was: Members Weisman(Chairperson), Schneider) This Resolution was duly adopted(3-0). �131 RECEI VED Gerard P.Goehringer,Acting Chai son Approved for filing & /oZ/ /20 FEB 2 4 2016 ZONING BOARD TOWN OF SOUTHOLD PROPERTY IECORD CARD OWNER STREET '7 VILLAGE DIST. SUB. LOT 41, 14-Lle- F'O ER OWNER�� ( � 2( N r t f' t E , ACR. S W TYPE OF BUILDING T P RES f SEAS. VL. FARM • comm. CB. MICS. Mkt. Value ND IMP. TOTAL DATE REMARKS 1K'r ,j tip""� �`(r�� ;p C5 � �G� }`w�• `��/ �. / r„ _ -. 763 GJ F r ! �tl `l G) .3 0 �a i`' �''�-- —� 112, r-j o o��Vi!t J/,— �0 v f I [RECEIVED FFB 9 ;ndr AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per VGIUe Acre Tillable FRONTAGE ON WATER --- Off t�� /V Woodland FRONTAGE �N ROAD Meadowland DEPTH House Plot BULKHEAD Total DOCK y t ■ ■■■e■■ ■■■■■ ■��■■■■■■■ 41 Fl ■ ■■■■■■■■■■■■■■■■■■■ M ONE ■■■■■■■■■■■■■■■■ Vv ■■■■■■■■■■■■■■■■v■■■■■■ ■■■■■■■■■■■■■■1 ■■ONE■■■■■■ ■■■■■■ ■■■■■■■■■■■■■ ■■■■■�■■■■■ ■■■ IN ■■■■■■■■ I■■■■■ ■■■■■■■■ ■■■■■■ ,N 1��l,' ■■■■■■■■■ ■■■■ ■■■■■■��® rQi1■��■a■■■IN N ■■■■■■■■ ■■■■■■MEN■■■■1l► � ■■■■■■■■■■■■■ � - . ■■■■■■ENO■■■■■ ■� � ■■■■■■■■■ ■■■■■■■■■■■MEN ■■■ ■■■■■i ■■MIN■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ - ■■■■■■■■ :Rooms 2nd■■■■■■■■■■■■■■■■■■ Floor I-way ®VowF ELIZABETH A.NEVILLE,MMC �� y Town Hall,53095 Main Road TOWN CLERK P.O.Box 1179 H Southold,New York 11971 REGISTRAR OF VITAL STATISTICS - ® Fax(631)765-6145 MARRIAGE OFFICER ®! Telephone(631)765-1800 RECORDS MANAGEMENT OFFICER www.southoldtownny.gov FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD TO: Southold Town Zoning Board of Appeals FROM: Elizabeth A. Neville DATED: February 23, 2016 RE: Zoning Appeal No. 6939 Transmitted herewith is Zoning Appeals No. 6939 for Ralph&Joan Vivinetto-The Application to the Southold Town Zoning Board of Appeals. Also enclosed is the Applicant's Project Description, Questionnaire, Agricultural Data Statement, Short Environmental Assessment Form,Applicant/Owner Transactional Disclosure Form, LWRP Consistency Assessment Form,Notice of Disapproval, Certificate of Occupancy No. Z9107, Certificate of Occupancy No. Z11271, Certificate of Occupancy No. 35876,Building Permit No. 9821Z, Certificate of Occupancy Nonconforming Premises Pre C.O. #Z-16589, 2 Pages of Photos, Letter to Joan Vivinetto from John M. Bredemeyer III of the Board of Trustees Dated June 23 of 2015, Compliance Certificate, Property Record Card, Drawing for Proposed Additions to the Vivinetto Residence, 8x11 Drawing of Current Conditions of the Vivinetto Residence, 7 Pages of Drawings for Additions and Alterations. 'S * * * RECEIPT * * * Date: 02/22/16 Receipt#: 200452 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 6939 $1,000.00 Total Paid: $1,000.00 Notes: Payment Type Amount Paid By CK#1427 $1,000.00 Vivinetto,Joan &Ralph Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Vivinetto,Joan & Ralph 821 Bowling Green Drive Westbury, NY 11590 Clerk ID: SABRINA Internal ID:6939 SJ I � tom_: BOARD MEMBERS *®f S® Southold Town Hall Leslie Kanes Weisman,Chairperson ®� 53095 Main Road®P.O.Box 1179 Southold,NY 11971-0959 Eric Dantes •3 `� Office Location: Gerard P.Goehringer Town Annex/First Floor,Capital One Bank George Horning 54375 Main Road(at Youngs Avenue) Kenneth Schneider CQ� ,� Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809•Fax(631)765-9064 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, APRIL 7, 2016 PUBLIC HEARING NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280 (Zoning), Town of Southold, the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall, 63095 Main Road, , Southold, New York 11971-0959, on THURSDAY, APRIL 7, 2016: 11:45 A.M. - RALPH and JOAN VIVINETTO #6939 - Request for Variances from Article XXIII Section 280-124 and the Building Inspector's February 22, 2016 Notice of Disapproval based on an application for building permit to construct additions and alterations to existing single family dwelling, at; 1) less than the code required minimum side yard setback of 15 feet, 2) less than the code required combined side yard of 35 feet, located at: 2596 Wells Avenue (adj. to Jockey Creek) Southold, NY. SCTM#1000-70-4-17 The Board of Appeals will hear all persons, or their representatives, desiring to be heard at each hearing, and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated- above. Files are available for review during regular business hours and prior to the day of the hearing. If you have questions, please contact our office at (631) 765-1809, or by email: Vicki.TothO-Town.Southold.ny.us Dated: March 7, 2016 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Vicki Toth 54375 Main Road (Office Location) 53095 Main Road (Mailing/USPS) P.O. Box 1179 Southold, NY 11971-0959 �pq TOWN OF SOUTHOLD ZONING BOARD OF APPEALS SOUTHOLD,NEW YORK AFFIDAVIT OF In the Matter of the Application of MAILINGS (Marne of Applicants) SCTM Parcel# 1000= 7 e), _ 1 7 COUNTY OF SUFFOLK STATE OF NEW YORK 4v6DP, �,e s , p t4. U I U1 f J C, residing at New York, being duly sworn, deposes and says that. Oil the %' day of,•&0_R d N , 20 / �I personally mailed at the United States Post_Office in .-0�4't-1�-J2e0 o cy , New York, by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, a true copy of the attached Legal Notice in Prepaid envelopes addressed to current property owners shown on the current assessment -.roll verified from the official records on file with the( )Assessors,or( ) County Real Property Office for every property which abuts and is across a public or private street, or vehicular right-of-way of record, surrounding the-applicant's property • � 9 (Signature) S�p m- to before me this 20/6 �! ROBERTJ. MATEDERO Notary Public, State of New York No. 01 MA4679908 (No / Pilblic) Oualified in Suffolk County Commission Expires April 30,'AO.dr PLEASE list on the back of this Affidavit or on a sheet of paper, the lot numbers next to the owner names and addresses for which notices were mailed. Thank you ■ z).iF-osiai-beTVIcei.b. - • © o . J3 Domestic-Mail Only r-3 Domestic Mail Only r— U f1J o D SOUTOW K•1;71� SOUTH •1P7L' ='s ;, • r& . ;< <„g U Certified Mail Fee ` rU Certified Mail Fee r r Extr ices$Fees(check box,add fee as appropn a �1�=ra \ Extra Services&Fees(check box add has as approprate) etum Receipt(hardeopy) $ ' ® EapArn Receipt(hardcopy) $ 1 l � ❑Return Recelpt(electronic) $ 11, )I 13_r�stma N t ❑Return Receipt(electronic) � ❑Certified Mail Restricted Delivery $ + •t (- w C3 ❑Certified Mail Restricted Delivery $ J•.- r r H 3 ❑Adult Signature Required $ 5 �� A, 0 []Adult Signature Required $ i r []Adult Signature Restricted Delivery$ f 4� ®D to []Adult Signature Restricted Delivery$ f - �� ?J Postage n $ 1.20 (13 09/2016 IV m $stage $1.2 09 ` Total Postage and Fees 6�� Total Postage and Fees $ $7.45 $ $7.0 n Sent o l LP) Sent Tor-q f® —--- r — - ----------------•--------------- - f �'y = "�� ` Street ap t.No.,or B nlo. Ct Stre tpt.IVo. or BC7 Box ------------- --------------- �! 3` City,St ,Zlp+gm -------------- -------------------------- Cdy,-$t te, ---------=-------------------------------- ------------- PS Foi :11 April 2015 .. 1.1•1• - TrA :.. 1 1 o I..•- s• Postal ' Domestic Mail I O ,CERTIFIED MAIL J BROOD 1t' °z • � - ,� •- ,f y rt d (.viYk t Certified Mail Fee B z $ $3.' i rU Certified Mall Fee J Aq p— Ext eNiees& ees(check box add tee as ate) ry° $ ff� Retum Real Extra ices&Fees(cheek box,odtl fee as epp I! Receipt $ III"' 1 ❑Return as (elecVONc) $ G 0rk ' etum Reselpt(hardCopy) $ ❑Certified Mail Restricted belivery $ tJ ❑Return Receipt(electronic) $ i I :65 Po tk[] ❑Adug Signatura Required $ „� 0 ❑Certified Mail Restricted Delivery $ r He cN.r ❑Adult Signature Restricted Delivery$ fj O ❑Adult Signature Required $ r I Po5tage °�- r7 []Adult Signature Restricted Delivery$ r $ �1,iU9f21}�'$cx,°� O Postage �a CPrf „ n i f.6C1` 33189 16 '0)/ Total Postage and Fees I� $ � $sent ro `"7Q\''�a .•� �`�' ,� $tal Postage and Fees $7>45 l y f q r �-t,,� --.c.l�aL4 _S[ rcS l C u IStre ® , - ..............Jt. �n Sent To -- �ta�dra _._ . .. ...- Po7J Bf --. ...............0 �teeiandA /o ... l7� CERTIFIED U.S. Postal Service RECEIPT Er •' Only ul .� • s r� � � Certified Mail Fee a@ c )i� 1� t J• : en Des Fees(check be);add Jee�tiop eta) � Return Receipt(twrdcopy) $-��— C➢ ❑Return Receipt(eleetronlo) $ r—J•yT Postmark En Cortified Mall Restricted Delivery $ 7!s!III Hero r7 ❑Adu¢signature Required $ $0 0" ❑Adult Signature Restrew Dewery$ D Postage I!,71 -U $ 03/1019.1201 b p Total Postage and ECes�� $ �b � Se To � M1Sf rid t.N,0 0 Box P(o. - - Q-_- ex-- I 50---------U City,Sr e.ZI --- ------------------ S" f) - :11 1 ,• _ ■ Complete items 1,2,and 3. A. signat r ■ Print your name and address on the reverse ❑Agent so that we can return the card to you. ❑Addressee I B. Received b Pri d Name) C. Date of D ivery ® Attach this card to the back of the mailpiece, l c��p or on the front if space permits. �- i 1. Article Addressed to: D. Is delv res6idltfg�nt item 1? ❑Yes (}� rd� if YES; rye/de i�ry'adiTt b low: ❑No \\ elk � t d am. . T L �to�r .t� j; lr II I III I I I I I I I II I II I I I I I I I I I I I I I I I I ❑•Adu3. lt Service gn tupre Restricted Delivery ❑Registered ed Mail Restrictedy Mail l 9590 9402 1290 5285 0020 11 ❑Certified Mad® Delivery ❑Certified Mail Restricted Delivery ❑Return Receiptfor ❑Collect on Delivery Merchandise 2. Article Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery ❑Signature Confirmationm I — — _ ;_1} I _ n r all ) I ' ❑Signature Confirmation i 7 15 1730 O ' 9 2 6 6 _'tvlad a. 'jd.Dellvery Restricted�Delw , r-"c.n_ s- 0) u ..tTn;(7-f: PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt a �' o o ¢ 8 €E ¢ z m'a o c c-'- c ID 00, '' --- yy ❑ 0 ❑ ❑ EEO ¢o cc O O / O • U O Ol E3 d cmmdrnrn m o EL CC ■ Complete items 1,2,and 3. A. Signature E N ❑❑❑ ❑ ❑❑ o ❑Agent a a so that we can return the card to you. X ❑Addressee ■ Attach this card to the back of the mailpiecef B. Re eived by(I ted Name) C. Date of Delivery or on the front if space permits. 1. Article Addressed to: v U ¢ D. Is delivery address d er o �� Yes o �`� N• /� // If YES,enter delivery is o ."J' No m r m y tat C - dW v rnrn��o0 W MAR 17 201� �" I�-�, �, `� N 2 'E_W_8 t Q X rd O yvvddool- I gQUUUU_ �� ►J µTA`-_ _ ri❑❑❑❑❑❑I: II I IIIIII IIII III I III IIIII I II I I IIIII I III ❑Adul3. lS Signature Restricted Delivery ❑Registeredga ed rl-rity MalMaPV'-ss® N U v ice Type � CO o ry Mail Restricted m o ti rn 9590 9402.1290 5285 0019 77 ❑Certified Mad® Delivery i > Q f ❑Certified Mail Restricted Delivery ❑Return Receiptfor { W Q— ® N �� `� o ❑Collect on Delivery Merchandise a) o E aT 2. Article Number(lYansfer from service_ label): ❑Collect on Delivery Restricted Delivery ❑Signature ConfirmationTM � 4 am ® N m f 0 4 _• n inc,voa Mary; ❑Signature Confirmation I e o '_ ® o m 7 01'� 17 0 0 0 9 2 6' 6 2 6 +Restricted Delivery o v o-� tJf — o jr-' ,M Restricted Dehvery T + Cd En to U Y E - ® 0 yl O Z PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt ?a v m o = N Ei U a N c v --� J o �-ic � c`"io N Y ® o m ■ Complete items 1,2,and 3. A. Signature g c �� ® � E r ,— ■ Print your name and address on the reverse X /' ❑Agent o, r ¢ w ® o Z M so that we can return the card to you. _ ❑Addressee c m o z •�% `J -, ® � � .� � o :r � ®trn o ■ Attach this card to the back of the mailpiece,_.,A, B. Received by(Printed Name) C. ate f Delivery n;�,' ¢ o t �: _Q ' = N or on the front if space permits. ( ■ ■ v J 1. Article Addressed to: - D. Is delivery address different from item 1? ❑ es�� - — If YES,enter delivery address below: ❑No FL 33`d l� II I IIIIII III II I I I I IIIII I II I II I I I III 3. Service Type ❑Priority Mail f ail ❑ pressO ❑Adult Signature Registered MaiITMT"' ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted 9590 9402 1290 5285 0021 03 ❑Certified Mail® Delivery ❑Certified Mail Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise i 2. Article Number(Transfer from service label) E Collect on Delivery Restricted Delivery ❑Signature Confirmatlonw 7015, 1730 0 0 0,0 0 9 2 6 6 3 0 0 ?ured Mad ❑Signature Confirmation I i , Lure 5OwOw) Restricted Delivery Restricted Delivery Ser$500) I I I i; PS Form 3811,July 2015 PSN 7530-02-000-9053 _Domestic Return Receipt ; TOWN OF SOUTHOLD ZONING BOARD OF APPEALS SOUTHOLD, NEW YORK AFFIDAVIT OF In the Matter of the Application of POSTING �6L/Q A A d-p " 0 A N Vl ll l�f 2 (Name of Applicants) Regarding Posting of Sign upon Applicant's Land Identified as SCTM Parcel#I000- COUNTY OF SUFFOLK) STATE OF NEW YORK) I, residing at ?�/ O 0("1 b I -. JIt/ New York, being duly sworn, depose and say that: On the day of , 201 �, I personally placed the Town's Official Poster, with the date of hearing and-nature of my application noted thereon, securely upon my property, located ten(10) feet or closer from the street or right-of- way(driveway entrance)-facing the street or facing each street or right-of-way entrance,* and that I hereby confirm that the Poster has remained.in place for seven(7)days prior to the date of the subject hearing date, which hearing date was shown to be A p qt (Signature) Sworn to before me this 1y Day of „ ,( , 2016 RORERT J. MATEDERO Notary Public, State of New York No. 01 MA4679906 (No4 ublic)- Qualified in Suffolk County Comrnission Expires April 30,aDlf, * near the entrance or driveway entrance of my property, as the area most visible to passerby. i4CoTl (w- E OF HEARINt� The following application will be heard by the Southold Town Board of Appeals at Town Nall, 53095 Main Road , Southold: NAME VIVINETTO , RALPH, & JOAN #6939 MAP # 700=4= 1 7 VARIANCE SETBACKS REQUEST CONSTRUCT ADDITIONS DATE : THURS , APRIL 7 , 2016 11 :45 AM If you are interested in this project, you may review the file(s) prior to the hearing during normal business days between 8 AM and 3 PM . ZONING BOARD -TOWN OF SOUTHOLD 765 = 1 809 #12703 STATE OF NEW YORK) ) SS: COUNTY OF SUFFOLK) Karen Kine of Mattituck, in said county, being duly sworn, says that she is Principal Clerk of THE SUFFOLK TIMES, a weekly newspaper, published at Mattituck, in the Town of Southold, County of Suffolk and State of New York, and that the Notice of which the annexed is a printed copy, has been regularly published in said Newspaper once each week for 1 week(s), successfully commencing on the 31st day of March, 2016. r-- Principal Clerk r. Sworn.to before me this day of 2016. LEGAL NOTICE 1000 A.M.-SUSAN and DO GLAS SOUTIIOLD TOWN LOOZE #6940 - Applicant requests a ZONING BOARD OF APPEALS Special Exception under Article III Sec- THURSDAY APRIL 7,2016 tion 280-13B(14).The Applicant is the PUBLIC HEARINGS owner requesting authorization to estab- I{VjI NOTICE IS HEREBY GIVEN,pur- lish an Accessory Bed and Breakfast,ac- suant to Section 267 of the Town Law and cessory and incidental to the residential Town Code Chapter 280(Zoning),Town occupancy in this single-family dwelling, of Southold,the followingpublic hearings with two (2) bedrooms for lodging and will be held by the SOUTHOLD TOWN serving of breakfast to the B&B casual, CHRISTINA VOLINSKI ZONING BOARD OF APPEALS at transient roomers. Location of Property: MOVANY PUBLIC-STATE OF NEW YORR the Town Hall, 53095 Main Road,P.O. 1100 Youngs Avenue(aka Railroad Ave- No. 01 V06105050 Box 1179, Southold,New York 11971- nue)Southold,NY.SCTM#1000-60-2-7.1 Qugllflgd In Suffolk County 0959,on THURSDAY APRIL 7,2016 10:15 A.M.-NORTH FORK UNIT 9_15 A.M. - LAZARUS ALE, ED METHODIST CHURCH (C� My[;G0ifillfblliH ktiltues February 28,2020 DROU #6927 — (Adj. from 3/3/16PH) 1RMB REALTY.LLQ#693G-Request. 11:15 A.M.-JONATHAN TIBBET 12:00 I.M.-FRANK J.and ELIZA- Request for Variance from Article XXII for Special Exception per Code Section #6937-Request for Variances from Ar- BETH-G.KELLY#6S98-- (Adjourned Code Section 280-116A(1)and the Build- 280-48B1, the applicant is requesting ticle III Section 280-15F and Article from 2/4/16PI-1)This is a request under ing Inspector's January 25,2016 Notice of Permission to construct and operate a I XXIII Section 280-124 and the Building ' Aiticle XXVI Section 280-146D request- Disapproval based on an application for house of worship and religious instrue- Inspector's January 27, 2016 Notice of ing Reversal of the building inspector's building permit for accessory in-ground lion,located at:43960 County Route 48 Disapproval based on an application for Notice of Disapproval dated August 31, su imming pool,at;1)less than the code (aka North Road) comer Horton Lane building permit for accessory in-ground 2015 requiring site plan approval under ictluired 100 foot setback-from top of Southold,NY.SC7M#1000-63-1-15 swimming pool,at;1)proposed in`loca- Article XIII Section 280-51A(2),located bluft,located at:2700 Sound Drive(adj. 10:30 A.M.- DANIEL E HIGGINS tion other than the code required rear at: 1900 Great Peconic Bay Boulevaid to Long Island Sound),Greenport,NY. #6933-Request for Variance from Arti- Yazd or front yard on waterfront property, (adj. to Brushes Creek) Laurel, NY. S(TM#1000-33-1-11 cle XXIII Section 280-124 and the Build- 2)more than the maximum code allow- SCTM#1000-145-4-3 9:30 A.M.-LISA GILLOOLY#6922 ing Inspector's January 27,2016 Notice of able lot coverage of 20%,located at:185 1:30 P.M. - RONALD and PATRI- -(Adj.from 2/4/16PH)Request foi Van- Disapproval based on an application for Willow Point Road (adj. to dug canal) CIA McGRATH 46935 - Request for ances from Article XXIII Section 2S0_ building permit to construct a deck addr- Southold, SCTM#1000-56-5-25 Variances from Article XXIII Section 124,Article III Section 280-15C_F and tion to existing single family dwelling,at; 11:M A.M.-KEITH and LYNETTE 280-124 and the Building Inspector's Article XXII Section 280-105A and the 1)less than the code required rear yard KANE #6942 - Request for Variances January 20,2016 Notice of Disapproval k3 uilding Inspector's October 19, 2015 setback of 35 feet,located at:1745 East from Article XXIII Section 280-124 and based on an application for building per- Ciillette Drive Article III Section 280-15 and the Build- mil to construct covered porch addition Notice of Disapproval, last amended (Cedar Lane not open) big Inspector's February 17,2016 Notice and legalize"as built"deck addition to tvlarch 4,2016 based on an application East Marion,NY.SCTM#1000�38-4-25 for building permit to construct an ac- 10:45 A.M. - JOSEPH and ATH- of Disapproval based on an application existing single family dwelling,at;1)less cessory gar age and"as built"fence,at;1) ERINE MANNO #G9380-Request for for building permit to construct screened than the code required front yard setback Accessory garage proposed at less than Variances from Article III Section 280- Porch addition to existing single family of 35 feet,2) more than the code maxi- the code required front yard setback of 15B&F and the Building In dwellin ,at;1spector's g )less than the code required mum allowable lot coverage of 20%,lo- 40 feet from both streets,2)Lot coverage February 12,2016 Notice of Disapproval side yard setback of 15 feet,2)following rated at:1330 Sigsbee Road Laurel,NY. it mole than the code maximum allowed based on -an application for building Proposed construction existing accessory SCTM#1000-144-1-5.2 of 20%,3)"as built"and proposed fences permit for accessory garage and acres- garage will be located in other than the 1:45 P.M. - ALFRED J.-TERP. JR. at more than the code maximum height sory in-ground swimming pool, at; 1) code-required rear yard,located at:335 #6941 -Request for Variance from Ar- allowed in a front yard of 4 feet on both proposed.accessories in Iocatioa other Village Lane Orient,NY. SCI'M#1000- ticle X Section 280-46 and the Building streets,located at:450 Harbor Road(cor- than the code required rear yard or front 25-2-4.13 Inspector's January 11, 2016 Notice of and on waterfrontproperty,2 accesso 1145 A.M. - RALPH and JOAN Disapproval based on an application for nei King Street)(adj,to Orient Harbor) Y ), rY VIVINETTO#6939-Request for Vari- building permit to construct a 5,573 sq.ft Orient,NY.SCTM#1000-27-4-7 garage at more than the maximum code 9:45 A.M. - BREEZY SHORES allowable height of 22 feet,located at:325 ances from Article XXIII Section 280- retail building,at;1)less than the code re- COMMUNITY. INC (JASON Wells Road (adj. to Richmond Creek) 124 and the Building Inspector's Febru- quired front yard setback of 15 feet,locat- SCHMIDT)-#6934-Request for Van- `_'V'' ary 22,2016 Notice of Disapproval based ed at:28195 Main Road(aka State Route q Peconic,NY.SCTM#1000-15_6-J.2 on an application for building permit to 25) (corner Griffrng Street) Cutchogue, ances from Article XXIII Code Section 11:00 A.M. - ROBERT NORTONN construct additions and alterations to NY,SCTM#1000-102-54,3,9.6 280-123 and the Building Inspector's #6943-Request for Variance from Arti existingsingle family dwelling,at; less February 3,2016 Notice of Disapproval cle XXIII Section 280-124 and'the Build- Y g ) Dated:March 9,2016 based on an application for building than the code required minimum side ZONING BOARD OF APPEALS permit o construct additions and alters- ing Inspectors January 26,2016 Notice yard setback of 15 feet,2)less than the LESLIE KANES WEISMAN, lions to an existing seasonal cottage at; of Disapproval based on an application code required combined side yard of CHAIRPERSON ti a nonconforming existing s building contain; for building permit for 'as built' deck 35 feet, located at: 2595 Wells Avenue BY.Vicki Toth ing a nonconforming use shall not be addition to existing single family dwell- (adj. to Jockey Creek) Southold, NY. 54375 Main Road(Office Location) nld, reconstructed, structurally be ing, at; 1) less than the code required SCI'M#1000-70-4-17 53095 Main Road(Mailing/USPS) earge rear yard setback of 35 feet,located at: P.O.Box 1179 l ai moved,unless such building is changed to a conforming use,located at: 2120 Gillette Drive East Marion NY Southold,NY 11971-0959 #8 Breezy Shores Community,Inc.,65490 SCTM#1000-38-2-22 127034T 3/31 Main Road (aka State Route 25) aka Sage Blvd.(adj.to Shelter Island Sound) Greenport,NY.SCTM#1000-53-5-12.6 ZONING BOARD OF APPEALS MAILING ADDRESS and PLACE OF HEARINGS: 53095 Main Road, Town Hall Building, P.O. Box 1179 Southold, NY 11971-0959 (631) 765-1809 Fax 765-9064 LOCATION OF ZBA OFFICE: Town Hall Annex at North Fork Bank Building, 1st Floor 54375 Main Road and Youngs Avenue, Southold website: http:Hsouthtown.northfork.net March 7, 2016 Re: Town Code Chapter 55 —Public Notices for Thursday, April 7, 2016 Hearing Dear Sir or Madam: Please find enclosed a copy of the Legal Notice describing your recent application. The Notice will be published in the next issue of The Suffolk Times. 1) Before March 21St: Please send the enclosed Legal Notice, with both a Cover Letter including your telephone number and a copy of your Survey or Site Plan (filed with this application) which shows the new construction area or other request, by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, to all owners of property (tax map with property numbers enclosed), vacant or improved, which abuts and any property which is across from any public or private street. Use the current owner name and addresses shown on the assessment rolls maintained by the Southold Town Assessors' Office, or Real Property Office at the County Center, Riverhead. If you know of another address for a neighbor, you may want to send the notice to that address as well. If any letter is returned to you undeliverable, you are requested to make other attempts to obtain a mailing address or to deliver the letter to the current owner, to the best of your ability, and to confirm how arrangements were made in either a written statement, or during the hearing, providing the returned letter to us as soon as possible; AND not later than March 28th: Please either mail or deliver to our office your Affidavit of Mailing (form enclosed) with parcel numbers, names and addresses noted, along with the green/white receipts postmarked by the Post Office. When the green signature cards are returned to you later by the Post Office, please mail or deliver them to us before the scheduled hearing. If any envelope is returned "undeliverable", please advise this office as soon as possible. If any signature card is not returned, please advise the Board during the hearing and provide the card (when available). These will be kept in the permanent record as proof of all Notices. 2) Not Later March 30th: Please make arrangements to place the enclosed Poster on a signboard such as cardboard, plywood or other material, posting it at the subject property seven (7) days (or more) prior to hearing. (It is-the applicant/agents responsibility to maintain sign until Public Hearing) Securely place the sign on your property facing the street, not more than 10 feet from the front property line bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both front yards. Please deliver or mail your Affidavit of Posting for receipt by our office before April 5, 2016. If you are not able to meet the deadlines stated in this letter, please contact us promptly. Thank you for your cooperation. (PLEASE DISPLAY YOUR HOUSE NUMBER ALWAYS). Very truly yours, Zoning Appeals Board and Staff Ends. �I BOARD MEMBERS 0 SO(/p Southold Town Hall Leslie Kanes Weisman,Chairperson o�� y®0 53095 Main-l�oad.• P.O.Box 1179 O Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer G t @ Town Annex/First Floor,Capital One Bank George Horning �® ® a0 54375 Main Road(at Youngs Avenue) Kenneth Schneider C®U (,� Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809• Fax(631)765-9064 February 24, 2016 Mark Terry, Principal Planner D C Q LL V E LWRP Coordinator Planning Board Office FEB 2 201� Town of Southold southoldfown Town Hall Annex - planning Board Southold,NY 11971 Re: ZBA File Ref.No. #6939 - Vivinetto Dear Mr. Terry: We have received an application for construction of additions in Southold. A copy of the Building Inspector's Notice of Disapproval under Chapter..w280 (Zoning Code), and survey map,project description form, are attached for your reference. Your written evaluation with recommendations for this proposal, a`s-required under the Code procedures of LWRP Section 268-51) is requested within 30 days of receipt of this letter. Thank you. Very truly yours, Leslie K. Weisman Chairperson By: Encls. i i I ) BOARD MEMBERS OF SO Ur Southold Town Hall Leslie Kanes Weisman,Chairperson �� yQlo 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Eric Dantesic Office Location: Gerard P.Goehringer G� Town Annex/First Floor,Capital One Bank George Horning '� a� 54375 Main Road(at Youngs Avenue) Kenneth Schneider IyCQ Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809•Fax(631) 765-9064 February 24, 2016 Ms. Sarah Lansdale, Director Suffolk County Department of Planning P.O. Box 6100 Hauppauge, NY 11788-0099 Dear Mr. Lansdale: . Please find enclosed the following application with related documents for review pursuant to Article XIV of the Suffolk County Administrative Code: ZBA File #6939 Owner/Applicant: Vivinetto, Ralph & Joan Action Requested: Construct additions - setbacks Within 500 feet of: ( ) State or County Road (X) Waterway (Bay, Sound, or Estuary) ( ) Boundary of Existing or Proposed County, State, Federal land. ( ) Boundary of Agricultural District ( ) Boundary of any Village or Town If any other information is needed, please do not hesitate to call us. Thank you. Very truly yours, Leslie K. Weisman ZBA Chairperson Bye Q Encis. l TABLE 3. 1 0 ROOF SHEATHING ATTACHMENT P,EOUIP,EMENT5 O NOTE: FOR WIND LOADS-EXPOSURE B _ ELITE DKAfTING THESE PLANS ARE IN CONORANCE WITH THE 201 0 RESIDENTIAL CODE OF NEW YORK STATE AS WELL AS THE AMIERICAN SOCIETY THREE SECOND Gusr C oo I o I 120 30 -to Vv'l I1D SPEED(mph) M NO E DE,51GN5 INC OF CIVIL ENGINEERS, MINIMUM DESIGN � THE WOOD FRAME J J � /� CONSTRUCTION MANUAL FOR ONE-AND TWO-FAMILY DWELLINGS rTKLJCTU jAL SHEATHING S �� `/�T lam"-► 2001 EDITION e F E F NAILS f11rd F F E F e F F F F F E SHEATG RAI INCHLSS SPA,CIIJG RI A N COLLIN5 , F . E . GENERAL NOTES LOCATIONS ((INCHES, O.C.) M.AXIP✓1I 1M NAIL SPACIrJG F�'r;8J CO(\dLIOPJ I OD BOX NAiLs (INCITES, O.0 � 1 r1 1 . ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS 12 G 2 C 12 G 12 G 2 G 2 r 2 G 2 G 2 ! - -1 ,r 59 WILLOW STREET PRIOR TO CONSTRUCTION AND PRIOR TO ORDERING MATERIALS. INTERIOR ZONE C, G i 2 C 12 G 12 ( G 2 I G j 2 G 2 G 12 G 2 �'! 0 �i A DE 19.2 G ,? C 12 6 12 6 I,_ G ,2 G 12 6 12 6 12 1 G R N CITY, NY, I 1530 2. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS SUPERCEDE 24 G 2 c. 2 G 2 I G I 2 2 G 2 G 12 V 1 SCALED DIMENSIONS. PEPIMETER EDGE ZONE 1 2 G 2 G 2 6 2 6 2 6 !2 6 2 6 6 G G I 1 I=A/N: 5 I 74 I - _ OO53 16 h 12 G 12 6 121 6 12 I G G G 6 G 6 6 G / T C ( ) 3. RECORD ARCHITECT/ENGINEER OR DE51GN CONSULTANT ARE NOT 19.2 G 12 G. 12 G 12 I G G I G G G G G G 4 4 � - RESPONSIBLE FOR SUPERVISION, INSPECTION OR ADMINISTRATION 2-12 G 2 G G G G G G G G 4 4 4 4 z OF TH15 CONSTRUCTION PROJECT. GABLE ENDWAt 1_RAKE oR RAF,E TRU55 wi LOOKOUT BLOCP: G G G G G 6 G G a 4G G G- _ - _ 1 4. ALL CONCRETE STRENGTH [fel TO BE 3,000P.5.1. MIN. @28 DAYS GABLE eNDwAu_RAKE OR RAr.E TRuss wio RP Kt ovERTANG h G G G G G G G G G � F> G SEE TABLE K402.2 ON FOUNDATION SHEET FOR CONC COMPRESSIVE STRENGTH - -J - - - - - - - - - ail � I 5. FOUNDATIONS AND FOOTINGS ARE SIZED FOR BEARING ON VIRGIN I BOARD SHEATHING SOIL AT MIN. BEARING CAPACITY OF I TON PER SQUARE FOOT 5HEATHING 51Ze P,AFT[FrFRU5s SPACING MINIMUM NUMBER OF 8D COMMON NAILS uE HEWITH A MINIMUM OF 3'-0" COVER. (INCITES. O.C.) OR. !OD BoxN.AnSPeRS!_1PPORT EDE SEE TABLES 430. 1 � 40 1 .4. 1 ON FOUNDATION SHEET _ I xC OR I x8 5HFATHING 12-1 9.2 2 2 2 I 2 I 2 2 2 2 G. ALL WOOD FRAMING, INCLUDING:COLUIv1N5,PO5T5,GIRDER5,BEAMS, YIOOPLAR,�eFsreATH1NG 2-19.2 3 s 3 3 3 3 _ _ -- J015T5,5TUD5 ETC. TO BE DOUG FIR No.2 OR BETTER WITH: - - - I ' E NAIL SPACING AT PANEL.EDGES(IN.) 7. STRUCTURAL STEEL TO BE ASTM A3G,DETAILED, FABRICATED F NAIL SPACING- AT INTERMEDIATE 5UFFOPTS IN THE PANEL AND ERECTED AS PER A.1.5.C. FIELD (IN.) - - I . FOR ROOF 5rifATfllHG, w17HIN 4 FFET OF THE PERIMETLP, EDGE OF THE RC,OF, INCLUD!NG 4 FEET OIJ EACH 51DL OF THU POOF f'FAt:, THL 4 FOOT PE`!METtF. F-DGF ZON'- 8. WOOD SILLS TO BE 2-2"xG" ACQ OR WOLMANIZED ATTACH!SFrJTPFOSiRe�nF15r5��I-IAf; Beuse� - - - - - - - - - - - - - - - - - - - - - - - - - - - - p(� p ANCHORED W/ 1 2" X 1/2" ANCHOR BOLTS ANCHOR TABULATED 12 INCH O.C. NAIL. 5PACING A55UMF5 SHEATr 1NG ATACHED TO RAFILKiTRU55 FRAMING f✓1EMBER.5 WITH G >_ 0.49. FOl° FPAIv1'\1G 4.9LMBEi:5 w7i 0.42 7 ( PROPOSED OSED G < 0.49. THE NAIL 5PAC!NG5 5HALL BF REDUCED TO G INCHE5 O.0 @ 30" Q.C. * 12" MAX FROM CORNERS ( 3. TABULATED G !NO-1 O.C. NAIL SPACING ASSUMES SHEAThING ATTACHED T(` PAPTER/TFU55 FP/V,,,11NG MEMBERS WITH G >_ 0.49. FOR FRAMING MFP 1BPR5 lh9T 0.42 <_ 6 ( I < 0.49.THE NAIL 5PACIN-5 5HALl_BE REDUCED TO-r INCHE5 O.C. _ _ _ _ _ -FOP, _ _ - J \\ SCALE: NTS 4. TAi'ULATED a !fJCri C.�. 'JP.iI_ Dr'ACIPJC A55UMF5 SfiF_AI JC AIIAC tD 7(_' RAFTEPJTRU'SS FRP,I�ING MEIv1BFR_s �11Tr1 C- >_ 0.- 9. FOR FRP.MII:G MEf_1BER5 l^'ITr 0. 2 < G < 0.49,THE NAIL 5FACIfJG5 SHALL BE REDUCED TO 3 INCHE5 O.C. 9. ALL HEADERS TO BE SUPPORTED ON DOUBLE STUD5 OR 4"x4" POSTS 5. TAf [JLATED NAIL SPACINGS A55UME A BUIT_D!fJG LOCATED lld e>'f'o L1I=.E B. UNLESS OTHERWISE NOTED [U.O.N.J. 10. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS AND UNDER ALL P05TS AND PARTITIONS RUNNING PARALLEL TO SAME. TABLE R301 .5- MIN. UNIFORMLY DISTRIBUTED LIVE LOADS 1 1 . BRIDGING TO BE EITHER FULL DEPTH 2"x 50LIID OR I "x3" OR 16 GAUGE (IN POUNDS PER5QUARE FOOT) LIVE LOAD CROSS BRIDGING,@ MID-SPAN OF FRAMING BAY AND NOT EXCEEDING - 8'-0" ON CENTER. EXTERIOR BALCONIE5 GO 12. ALL HEADERS TO BE 2-2"x8"UNLESS OTHERWISE NOTED. DECKS 40 13. THE TOP AND BOTTOM OF JOISTS SHALL NOT BE NOTCHED MORE FIRE ESCAPES 40 THAN 2 INCHES. PASSENGER VEHICLE�ARAGE5 50 14. ALL STRUCTURAL_ WOOD SHALL BE KEPT 2" CLEAR FROM CHIMNEYS. ATTICS WITHOUT STORAGE 10 15. ALL WOOD FRAMING ANCHORS FOR BEAM5,JOI5T5,KAFTEK5,ETC.TO BE SCOPE OF WORK: \ OA- 18 GAUGE MIN. GALVANIZED STEEL MPG. BY "TECO" CO. COI LIERS,WV• ATTICS WITH STORAGE 20 INSTALL 2 NEW DOGHOUSES ON EXISTING ROOF LINE, ADD NEW (800-G3(5-8989) OR 51MP50N STRONG-TIE CO'. PLEASANTON CA. ROOMS OTHER THAN SLEEPING ROOMS 40 LIVING ROOM ADDITION, NEW GARAGE AND MASTER EEDROOM R (800-999-5099)FO FLUSH STRUCTURAL CONTACTORS. �i ADDITION, NEW BREEZEWAY AND NEW FRONT FORCH I G. FOR 4 O ED CONCRETE VAPOR SLAB PR ON 6" WELL CO- 1 Ocja.W.W. SAND VER SLEEPING ROOMS 30 v0 G M L. POLYETHYLENEO STAIRS 40 \ �C) AND GRAVEL FILL. O<\ 17. ALL CONCRETE HAUNCH FOOTINGS TO BE PROVIDED 245 CONTINUOUS GUA.RDRAIL5 AND HANDRAILS 200 REINFORCING RODS. - �/L 16. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELOW GRADE TADIE R301 .7 - ALLOWABLE DEFLECTION OF O� (EXCEPT SLAB AREAS) SHALL BE DAMPKOOFED WITH AN ELASTIC COAL STRUCTURAL MEMBERS LIVE LOAD TAR BASE, SELF PRIMING BITUMINOUS PLASTIC CEMENT. G� RAFTERS HAVING S�()'ES GREATER THAN 5I12 WITH NO 10. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND U180 � INTO EXISTING CONTOURS, MAXIMUM SLOPE @ 3: 1 . NNI5HED CEILING ATTACHED TO RAFTERS. Q/ PROP05ED �� 20. FIREPLACE FOOTINGS SHALL EXTEND G" FROM FOUNDATION ON ALL SIDES INTERIORWALL5 AND PARTITIONS H/180 LOCATION OF � AND SHALL BE 1 2" THICK. FLOOR5 AND PLA5TEP.LD CEILING5 U3G0 / 22'X 15 ADDITION 2 1 . PROVIDE COMBUSTION AIR VENTS AS PER RESIDENTIAL_ CODE OF NEW YORK STATE. ALL OTHER STRUCTURAL MEMBERS 11240 22, SMOKE-DETECTING ALARM DEVICE INSTALLED SHALL CONFORM WITH EXTERIOR WALLS WITH PLASTER OR 57UCCO FINISH H/3G0 �e��E,� 1 � O / SECTION R3 13 OF THE RESIDENTIAL CODE OF NEW YORK STATE. � '� O REFER TO "SMOKE DETECTOR" NOTE IN BOX ON THIS SHEET. EXTERIOR WALLS -WIND LOADS WITH BRITTLE FINISHES U240 1-1 � V 's IS � 23. REGARDLESS OF WINDOWS INDICATED IN DRAWINGS, PROVIDE AT LEAST ONE /2Z / O \`b �OGN WINDOW IN EACH SPACE, (EXCEPT KITCHENS) OR EMERGENCY ESCAPE, /// REFER TO "WINDOWS 5HA!_l_ CONFORfvI" NOTE IN BOX ON TH15 SHEET. 0� r\,- o 24, MINIMUM AREA OF GLA55 AND VENTILATION FOR HABITABLE SPACE SHALL �\OO -s Or BE 8 % OF FLOOR AREA FOR GLA55,AND 4 % OF FLOOR AREA FOR VENTILATION SECTION R303 � O�� '�' �O� 25. ALL GLAZING SHALL CONFORM TO SECTION K308 "GLAZING" GDk'� �� \ OK\ q, OF THE RESIDENTIAL CODE OF NEW YORK STATE. 0 Qj Ve . 2�� \ PROPOSED LOCATION OF 3 ,� 2G. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE Or PROPOSED Cc)� I OX7 BREEZEWAY 2\ ZONINGL90APD 01:RESIDENTIAL CODE OF NEW YORK STATE AND ITS ADOPTED GENERALLY Cr \ ��ppE ACCEPTED STANDARDS. FRONT PORCH \ �0 \ 27. ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTED �' PROP05ED LOCATION Of PROJECT AS REQUIRED BY NY5 CODE. CAST IRON PIPE SHALL CONFORM WITH /�/ .O O LOCAL CODE REQUIREMENTS WITH APPROVED JOINTS, PIPE SUPPORTS AND ' V 23'X23' GARAGE CLEANOUT5. _ O � ` 28 _ ND COOLING DESIGN SHALL COMPLY WITH A.S.N.R.A.E. VIVINETTO RESIDENCE STANDARDS 00 / � � �� 0� ADDITIONS * ALTERATIONS O v' \, 29. ELECTRICAL DISTRIBUTION SYSTEMS SHALL COMPLY WITH THE v .O '�j O NATIONAL ELECTRIC CODE [NECJ. 2595 WELLS AVE IMPORTANT NOTES P� / �` SO UTH O LD NY 1 . THE RECORD ARCHITECT OR ENGINEER ARE NOT RESPONSIBLE FOR C •O PROJECT 5U10EKV1510N, INSPECTION OR ADMINISTRATION OF TH15 ��\ CONSTRUCTION PROJECT. 2. ALL WORK SHALL COMPLY WITH THE RESIDENTIAL CODE OF NEWYOR STATE, LOCAL CODES AND ORDINANCES HAVING /DODO / O,OO JURISDICTION. . 00 �O�\ �� O 3. NO WOK TO COMMENCE UNTIL APPROVAL_ HAS BEEN OBTAINED FROM THE BUILDING DEPARTMENT OF THE MUNICIPAL AUTHORITY HAVING �f f`! 4 Ir. !J,',-!-1` - JURISDICTION AND ALL NECESSARY PERMITS HAVE BEEN SECURED. --�------ -- -- ----- 4. CONTRACTOR AND OR RESPECTIVE SUBCONTRACTORS SHALL BE X RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL -- WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSES, �6 �� f•Coz �`w4 CLir E r eC DISTORTIONS, AND DI5ALIGNMENT ACCORDING TO ALL APPLICABLE �° �P�* _ •'fir �,� ---- --- CODES, STANDARDS, GOOD CONSTRUCTION PRACTICES. t5' N` O a 5. THE ARCHITECT ACCEPTS NO RESPONSIBILITY FOR THE WORK NOT � - CONSTRUCTED ACCORDING TO THESE PLANS OR NOT UNDER HIS PERSONAL 5UPERV1510N. �� PLOT PLANII . 00 2 SCALE: 111= 1 5'-011 T-00 I OFES v� , ELITE DRAfTING O HOME DESIGN5 INC G3 1 -455 - 1 G42 DIVISION I : GENERAL REQUIREMENTS : 2 1 .) THE OWNER SHALL ARRANGE FOR SUPERVISION OF THE CONSTRUCTION WORK 1 .) PLYWOOD: a. TOP CHORD PLANE: PROPERLY INSTALLED PLYA'OOD DIVISION 1 5: MECHANICAL TO INSURE COMPLIANCE WITH -',-HE CONTRACT DOCUMENTS. 2.) PROVIDE BASE FIATS FOP.ALL.�TRUCTUR.AL.TELL BEAMS, BFA�,IIJG ON CCf L �. B RI A N COLLIN5 , � . E . I .) WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: CRETE O MASONRY. PROVIDE .STANDARD ANGLE ANCHORS AND IN5EKT5, SHEATHING WITH STAGGERED JOINTS AND CO, RLCT A.) HEATING VENTILATON APJD AIR CONDITIONING: TIES. CLIPS. ANCHORS, STRAPS, HANGERS, BOLTS. BEARING PLATES ARID I .) Al_ PLYWOOD SHALL BE DOUGLA5 FIR Ai4D SHALL BE MANUFACTURED AND NAILING SHOULD ADEQUATELY BRACE THE TOE' CHORD A. THESE GENERAL NOTES UNLESS OTHERWISE NOTED 22.) THE ARCHITECT HAS NOT BEEN RETAINED FOR THE DESIGN OF THE ELECTRICAL. OTHER HARDWAKF AND FASTENING DEVICES AS MAY BE REQUIRED OP INDICATED WHEN GABLE END TRUSSES ARE I .) ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL CURRENT CODES, AND 59 WI LLOW STREET ON PLANS OR SPECIFICATIONS. HEATING, A.C., OR PLUMBING SYSTEMS. CONTRACTOR IS TO PROVIDE AS PER ON THE ARCHITECTURAL DRAWINGS. GRADED [it ACCORDAi JCE WITH U.S. PRODUCT STANDARD PS I-83 FOR PLAN. HOWEVER. STATE, COUNTY, AND LOCAL ORDINANCES. CONSTRUCTION AND IHDU5TKIAL PLYWOOD'. USED. CONTINUOUS 2X4 BRACES SHOULD BF INSTALL PEGLJI_ATOf15 OF THE GOVERNIi1G AGEPJCILS' GARDEN CITY, NY, 1 1 530 B. DE51GN CRITERIA IN REGIONS WHERE THE BASIC ED AT A 45 ANGLE TO THE TRU55 FRAMING. THESE 2.) MECHANICAL SUBCONTRACTOR,TO SUBMIT SHOP DRAWINGS INDICATING DUCT WILID SPEEDS EQUAL OR EXCEED I I 0 MILES PER HOUR 3.) ALL CONNECTIONS SHALL BE AI5C STANDARD. 2.) EACH PLYWOOD SHEET SHALL. (BEAR THE 'AFA` GRADE TRADEMARK.. BRACES SHOULD OCCUR AT 3 POINTS ON EA( H GABLE LAYOUTS, CONDENSER LOCATION, DUCT SIZE'S. LTC. TO ARCHITECT FRIOP TEL:(5 I G)74 1 -0053 END: MID5PAN BETWEEN ROOF CENTER-LINE AfID TO 1115TALIATIOrl. U9FCHANNCA[ 5UBCOiJTPACTOR,TO R[`VIE'',.N 57POCTURAL SHALL BE DESIGNED IN ACCORDANCE WITH "MIN11y1UM DESIGNDIVISIOiJ 3: CONCRETE DIVISION 6: 3.) ALL END JOINTS SHALL BE STAGGERED All[) SHALL BUTT ALONG THE CENNTER WALL OONEACH SIDE OF CENTER-LINE AND AT (.EfJTER- SHOP DRAWINGS AHD NOTIFY THE ARCf11TCCT OF AJl'1�/ECHAINICAI_AND STtZUC;1- 1 F AX:(5 I G)74 I -005.3 LOADS FOP BUILDING AND OTHER STRUCTURES" BY THE A.) GENERAL : LINES OF FRAMING MEMBERS. LINE OF ROOF. I.JPL AHD DESIGN INTENT COiJFLICTS PRIOR TO COPJ5TPUCTION. AMERICAN 50CIETY FOR CIVIL ENGINEERS (A5CE 7). A.) LUMBER GR.ADi= : 3.) ALL_U/CRK SHALT. BE DOiJE 11\1 A f 1F-AT APJD �,VORKP,-1AiILIY,L MAWJEP.AHI_) S�� 1 .) THE CONCRETE PROPERTIES SHALL BE AS FOI_I.OV�'S : 4.) THE FACE GF"'.AIfJ OF THE PLYWOOD SHALT_ BE LAID AT RIGHT Al'MLES TO b, WED MEMBER PLANS: PROVIDE CONTINUOUS 2 - C. BUILDING CODE OF NEW YORK STATE dr THE .JOIST5 At JD TPU55E5 AND PARALLEL TO THE STUDS. BRACE-5 AS TO NOT tJFF:DI F551 Y HA!v1PFR TI1AT FOR]101I OF -I_l E N'(_`F'.K F',=R.FOFI 11_[) .) A[I LUMBER SHALL BE, UNLESS OTHERWI5E NOTED, t10. 2 GRADE . HEM-FIR 4 BRA.1 T S . ANGLE FROM THE BOTTOM CHORD BY OTHEP`�. ENERGY CONSERVATION CODE OF NEW YOPK STATE. WITH THE FOLLOWING UNIFOPivL STRUCTURE VALUES. GRADING 511ALL COMPLY OF THE TRUSS. THIS BRACT SHOULD CROSS `.T ITEM �IiN. COMP. STRENGTH MIN. AGGREGATE 5 LUMP a 5.) NAILS SHALL BE PLACED 3/8" Iv41P11MlJM FPOf 1 THE EDGE OF THE SHEETS. F_ < D. ALL APPLICABLE LOCAL AND STATE CODES. �_ 28 DAYS (P51) � WITH PS 20-,:-t "APAERICAfJ SOFTWOOD l_UTABER STANDARD'' AND APPLICABLE I_,-AST 2 ADJACEIIT TRUSSES AfJD TERE,JIfJATE ;\T B.) F'LUIv1BII1G: SIZE WESTERN WOOD D i� D AK' D. LUDIi.IG ALL APPLICABLE THE Mll IIMUM NAIL FLNETPATIOI I INTO FRAi,/lJHG N,IDvlBEP5 5HAt L BE I" F)THE T,US5 RIDGE. SECURELY NAIL THIS BRACT 1(:"C 'h'Ii,1 AI I_CIJPRFP•!T !"ODE.ORDINANCES AND REGULATIONS. ADJU5TMEi,IT FACTORS. FOR 8d NAILS END ;-3/8" FOR I Od NAILS. TO ALL MEMBERS IT CROSSES. INSTALL TI-115 I'RACING 1 .) A[L WORK 5HA: I J FULL ��CCOP,F) Al! FOOTINGS 3000 Y-112 4 ± 1" REGULAT IOf 1') OF 111E (=01✓I_r?,NIHG lNGLNCIL`._i. E. IN AREAS WHERE THE DRAWINGS DO NOT ADDPE55 SLAB-ON-GRADE 3000 Y-112 411± 1/2" A. EXTREME FIBER BFiJDIi IG 5TPE55: Fb=850 AT ALL GABLE OR END WALL COf 1DITIOiJ5 AND AT METHODICALLY, THE CONTRACTOR SHALL BE WAL1-5 3000 Y-112 4"-L I" PSI (REPETITIVE NUMBER USE) G.) AI_I_ F[OOP,5 SHALL BE GLUED AND NAILED WITH AFA APPF'CVLD E[_ASTOMERIC I FOOT fv11NIF✓IUM INTERVALS THROUGHOUT TI i!= TF',U55 2.) ALL WORM,51{AI I BL P01,11 If! A i TEAT Ai 1L) '•P,'01"KP„1A i[_IKE hv1AWIFF:AND `)O BOUND TO PERFORM IN STRICT COP✓1PLIANCE GARAGE SLABS 2 4"- W/5" B. HOR.IZENTAL SHEAR : 75P51 STRUCTURN_ADHESIVE AND 8D COMMON, 5MOOTII. OR KJHG SHANK HAILS SYSTEM. AS TC NOT 111-EDl_ES`)IY HAMPt'R TI AT P:_)PTIOI.I ()I THE WCf'K. !'1 FZI-)KI 1FD WITH MANUFACTURER'S SPECIFICATIONS AND/OR $ EXTERIOR SLABSY 1 3500 / P,ECOMMEfJDATIONS, AIR EfJTRAiNMENT C. COi IPPES'5IOi I PERPENDICULAR TO GRAIN SPACED 6" O.C. AT PAGILL EDGES AND 10" O.C. AT IJTERiv1EDIATE SUP BY UTHLRS. FONTS, C. BOTTOM CHORD PLAiNE: PROVIDE CONTINUOt `� 2 Fct= 405 PSI 3.) Pl lJh,1BING 5UB(:OIITF'.ACTOF TO REVIL'\' `=>[F'.I JCIiIFAL AiJI) fv1FC;1IAiIICA!- DF'.AU✓TILT`) D. COMPRESSION PARALLEL TO GRAIL FC X 4 BRACES ON TOP OF THE BOTTOM CHORD OF ALl_ T 2.) CONCRETE WORK SHALL CONFORM TO ALL REQUIRMENT5 OF ACI-3 1 8-LATE5T EDITION rd.) CORNER BRACING: ROOF TRUSSES. THREE ROWS MINIMUM ARE f'.EQUIRED AHD NOTIFY THE APCH!T I CT OF APN ' F1_UI,1P,ING. I IVAC�. 5TPU(, ) AL. AJY) 2.) ON-S E VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL AND A5TM C 57. SPECIFICATIONS FOE STRUCTURAL COfCRETE FOR BUILDINGS. 00 PSI OCATED AT THE I/4 POIPJTS OF 111E TP,U55 5i'AN. DESIGPJ IPJ T EPP ::OfJFI ICl') PP.IC)R TU COf1STRUCI IOfJ. BE THE RESPOPJ5IBILITY OF THE GENERAL CONTRACTOR AND HIS SUBCOPJ- E. MODULUS OF ELASTICITY : E = 1 ,300.000 PSI TRACTORS. I .) UHLE55 OTHERWISE NOTED. BIF.ACE EXTERIOR CORNERS OF BUII DING WITH 5ECUREI_Y NAIL THESE BRACES TO Al_I_ MEiv!BFF'.') DIVISION) ! 6: ELPCTF:ICAI 3.) ALL PEWFORCEMEf IT. ANCHOR BOLTS. PIPE SLEEVES AND OTHER 1115EPTS I x i DIAGOPNALS. LET INTO STUD5. OP,WITH 4 X °v PLYWOOD SHEET OF THICK- THAT IT CP055ED. 3.) NOTED DINIEN510115 TAKE PPECEDEPICE OVER SCALE. NEVER SCALE SHALL BE POSITIVELY SECURED IN PLACE ARID LOCATED ACCORDIi IG TO E. MOI5TUPE CONTENT : 19`7o MAXfvi1UM. � � rl - � � f `5. CONTRACTOR RACTOR SHOUI D COI ARCHITECT G - rIF5_� TO MATCH TI IAT ( F .NHL ATHIJG. OK WIT,i METAL STRAP DEVICES INSTAL_- � WOOD F[OOP TRU55E5 : .) ALL WORK SHAI I BE If] FUI I_ACCOF'DANCF WITH ALL_CUIRREN F CODS 5 At IF) IN DIRECTLY FROM QUESTIONS. 1G C THE APPRO[ RIAE APCHITf_CI ORAL DRAU Ii 1G5 AND DETAILS BEFORE CONCRETE ) IN CASE OF QULSTIOiJS. LLD IN ACCOr=,CA!JCF WIT t1 iv!AItJUFACTUP�FRS Ii I`�TP,UCTIOPJS (I 6 GA. CON1PRE5- SHALL COMPLY N,'LTti T11F PFQUIREiv1Ef1T5 OF THE SEP�\'IiJG ROI<^'ER AtJI>TEE!' I5 PLACED. 2.) OTHER,SPECIES MAY BE USED PROVIDED SUBSTITUTED 5PCFCIES SHALL_ MEET SICII TENSION). i .) FLOOP,TR.USSE5 TO BE MANUFACTURED AND IH5TAI LED IN STRICT ACCORDANCE PHOiNE COMPAil1ES. OP EXCEED P,FQUIKEP✓lENT5 NOTED ABOVE. WITH MANUFACTURER'S RECOMMENDATION. ALL 5P,\N5. J015T DEPTH AND4.) THE GEPJERAL fNOTES AND TYPICAL DETAILS APPLY THPOl1GHOUT THE B.) REINFORCING STEEL : ?_.) ALL WORK 5HA1 I BE DOiJE IN A NEAT APJD V�ORY,!✓iAPJI_IKE MAfJI TER AI•ID 50 JOB UNLESS OTHERWISE NOTED OR SHOWN. 2•) IAF RELATES AT ALL CORD TR5• SPACING TO BE VERIFIED BY MANUFACTURER'S. SHOT' DRAWINGS INDICATIPIG AS TO NOT NEEDLESSLY HAMPER THAT PORTION OF THE WORK PERFOF;ivlED 1 .) REINFORCING STEEL SHALL BE INTERMEDIATE GRADE NEW BILLET DEFORMED CALCULAT!OPJ5. LOADING. LOAD TEST DATA AND AIJY OTHER INFORMATION BY OTHERS. 5.) DISCREPANCIES: THE CONTRACTOR SHALL COMPARE AND COORDINATE BAPS GRADE GO CONFOP,PAING TO A5TM A G 1 5. WELDED WIRE FABRIC SHALL 3.) 1,✓1015TUPE CO!ITEiNT: AI_L LUMBER 4" AI ID DEEPER 5HAL1_ HAVE A iv1015TURE i 1.) NAILING REQUIRED SHALL BE SEALED BY A PROFESSIONAL LUGIHEER REGISTERED ALL DRAWINGS. 'WHERE IN THE OPINION OF THE CONTRACTOR, A DNS- CONFORM TO A5TM A-1 55. SEE ARO-I!TECTUKAI DRAWIPJGS FOR SIZES AND COfJTEHT NOT GREATER THAN 19%. AIR DRIED LUPv1BEF,IS DESIRED BUT IN THE JURISDICTION WHERE CONSTRUCTION 15 TAKNG PLACE. TRUSS 3.) INSTALLATION: CPEPANCY EXISTS, HE SHALL PROMPTLY NOTIFY THE ARCHITECT III LOCATIOPL NOT NECESSARY. LUMBER iv1AY BE KILN DRIED. HOWEVER DRYING PROCESS 3.) ALL_ NAI IPJG SHALL BF IN ACCOF F)ANCF WITH SECTIONS KG02.3(1) AND RGO2.3(2) MANUFACTURER SHALL VERIFY ALL SPANS.DIMENSIOPJ5, BEARING POINTS WRITING BEFORE PPOCEEDIIJG WITH THE WORE;OR HE SHALL_ BE RESPON- MUST BE SLOW AND REGULATED TO CAUSE A MIHIMUI✓i AM0UilT OF CHECKING. AS WELL AS TABLES RGO2.3(I ) THROUGH RG02.3(4) OF THE RESIDENTIAL CODE OF A.) AIL EQUIPMEI IT INSTALLED OUTDOOR AND EXPOSED IDLE FOR THE SAME AND ANY INDIRECT RESULTS OF HIS ACTION. COMPARABLE WITH AIR DRIED STOCK. SPACING. ETC. FABRICATOR MUST SUBMIT TWO SE i 5 OF COMPONEiT SHOP 2.) DETALING. FABRJCATING AND PLACING OF REINFORCEMENT SHALL BE IN t IEW YOR K S T AT E OR IN AACOFDAI ICE \A/lT!1 A5C�1F'T�ER TO THE ''FASTENER DRAWIHG5 AND TRU55 LAYOUT PLAN, EACH SEALED BY A PROFESSIONAL_ TO bb'EAT HER St1ALl_ BE WEATHERPROOF. ACCORDANCE WITH AC 1-3 15 MANUAL_OF 5TANDAPD PRACTICE FOR DETALIPNG G.) OMISSIONS: ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALT_ ALL EXTERIOR LUMBER AND LUMBER IN COPJTACT WITH MASONRY Of;COiCRETE SCHEDULE FOR STRUCTURAL MEP.1BER5" Ohl DRAWING C.-2 FOR FURTHER IfJFORh\AATIOfJ)FtJGIiILEP REGISTERED IPI THE JURISDICTION WHERE THE COJSTRUCTIOI S BE CONSIDERED A5 RAPT OF THE CONDITIONS FOR THE WORK. IN REINFORCED COi1CRETC STRU t .F.� LL 4.) B.) BOTTOM OF RECEPTACLES AND SWITCHES _HALL BE THE EVENT THAT CERTAIN FEATURES OF THE COLOR THE ARE NOT 77 r� NCF N'ITH CF'5 1 STANDARDS. SHALL BE PRESSURE PRESERVATIVE TREATED IN ACCORDANCE WITH AMPA 15 TAKING FL_ACE. TO ARCHITECT PRIOR T 0 FABRICAI ON, ONE FOP,ARCH!- LOCATED 5"ABOVE COUNTER TOP UNLESS OTHERWISE FULLY SHOWN ON THE DRAWINGS. CURRENT NATIONAL, STATE AND LOCAL STANDARDS AND STAMPED "GROUND CONTACT 0,40 LB5./CUBIC FEET". 0.) FIRE STOPPING: TECT'S RECORDS AND OiIE TO BE RETIRElED TO COI]TRACTOR AFTER REVIEW. NOTED OPi DPAWIf 1GS. CODES, ORDINANCES, REGULATIONS OR AGREEMENTS AS WELL AS CURRENT 3 ) ALL REINFORCIiG BARS WHICH INTERCEPT PEKPENDICUTAP ELEMENTS SHALL ACCEPTABLE BUILDING PRACTISES SHALL GOVCRPJ. AND THEIR COf 15TRUC - R P G STAMPS SHALL APPEAR Or ALL LUMBER R- F 2.) STORE TRUSSES ABOVE GRADE TA WOOD STACKING TO PREVENT CONTACT C.) RECEPTACLES FINI_I. BE IOTALt ED BA5EAI_I_Y TIOPJ SHALL BE OF THE SANv1E CHARACTER A5 FOP,S1f�1111AP CONDITIONS TERMINATE IN HOOKS, PLACED TWO (2) INCHES CLEAR FROM SIDES TO 5.) GRADE � I .) FIRE �TOPPIJG �HAI_I_ BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT WITH BAPS EARTH. COVER WITH TARPAULINS TO PR.! `,TENT EXPOSURE TO AT 12" ABOVE FINISH FLOOP(I 8" IN BASEMEiJTS) AND i 2'-0''' O.C. OF ELEhAEHT � (3) INCHES FROM BOTTOM. OPENINGS (BOTH VFRTICAI AND HORIZONTAL) WITH 2" HOMINA!_ LUMBER THAT ARE SHOWN OR, NOTED. THE ELEMENTS. ALWAYS STORE UPRIGHT E5PECIAI_LY IF STACKING. HORIZONTALLY. ALL RECEPTACLES WITHIN G'-O" 6.) STORE ALL LUMBER ABOVE GRADE AND PROTECT FROM EXPOSURE TO OR 2 THICKNESSES OF I° NON/1!6lA!- LUMBER,WITH BROKEN LAP JOINTS OR HORi7.Of JTALt_Y OF A SINK LAVATORY OR TUB SHALL 7.) THE ARCHITECT WILL NOT BE RESPONSIBLE FOR AND WI1 L_ NOT HAVE q ) THE CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL AT LEAST WEATHER. OTHER APPROVED MATERIAL. BE WIRED TO A GROUND FAULT INTERRUPTED CIPCUIT. CONTROL OVER CONSTRUCTION MEAP15. METHODS, TECHNIQUES. SEQUENCES ' FORT('-EIGHT (48) HOURS PRIOR TO EACH CONCKET L POUR. NO CONCRETE DIVISION 7: THERMAL AND MOISTURE PROTECTION OR PROCEDURES. OR FOR SAFETY PRECAUTIONS AND PROGRAMS. IN CONNEC- SHALL BE POURED INTO FOOTINGS CONTAINING STAiJDING WATER OR MUD. B.) FLITCH BEAMS TIOH WITH THE WORK. AND WILL NOT BE RESPONSIBLE FOR THE FAILURE P.) ALIGNMEPIT: A.) ROOFI[dG: D.) WALL.�WIT;:11E� TO BE 48" ABOVE FLOOR. OF THE CLIENT OR H!S COiJTR,ACTCRS. SUB-CONTRACTORS. OP,AJYOfdE FOOTINGS SHALL BE DEWATERED PRIOR TO PLACEMENT OF CONCRETE. NO CONCRETE SHALL BE PLACED UNTIL ALL REINFORCING HAS BEEN INSTALLED E.) ALL SMOKE DETECTORS TO BE WIRED INA MANNER PERFORMING ANY OF THE WORK TO CARRY OUT THE WORK IN ACCORDANCE BY THE CONTRACTORAND INSPECTED BY THE BUILDING OFFICAL. I .) FLITCH BEAT SHALL HAVE A MINIMUM Fb- 1500, E-1 .4 WITH MIN. 112" 1 .) ALL. RAFTERS ARID JOIST FF:AMIHG FROM OPPOSITE SIDES SHALL LAP AT I .) ASPHALT SHINGLES: TWENTY- FIVE (25)YEAR SELF `)FALING 5HINGLE5 OVER _ WITH THE APPROVED CONTRACT DOCUMENT. BOLTS LOCATED NOT CLOSED THAN 2" FROM THE TOP AND BOTTOM EDGE LEAST SIX (G) IHCHL5 AND BE SPIKED TOGETHER. I LAYER OF 1 5# ASPHALT 5ATUP.ATED FELT UNDERI AYMENT UNLESS OTHERWISE SUCH THAT THE- ACTIVATION OF ONE WII t_ACTIVATE 5.) MINIMUM PROTECTIVE COVER FOR REINFORCING STEEL SHALL BE AS PER UNLESS OTHER WISE NOTED. THERE SHALL BE A BOLT TOP AND BOTTOM NOTED. INSTALL ACCORDING TO MANUFACTURER"_) IHSTPUCTICPJS. ALL. 8.) ANY AND ALL DRAWINGS AND SPECIFICATIONS FOR 51TEUJORK, PLUMBING 2" FROM EACH END (SEE TYPICAL Ft-ITCH PLATE BOLT PATTERN DETAIL). 2.) WHET J FR.AMIIJG END TO Ef JD.JOISTS SHAI L BE SECURED TOGETHER BY METAL SUPPLY OR WASTE, ELECTRICAL CIRCUITRY, AND HEATING. VEH-FII_ATING, ACI 3 18 AS FOLLOWS: ry F r.1!NIMUM COVER STRAPS. 2.) ICE PROTECTION: FF,OVIDE A SELF ADHERING POLYI.IFK MODIFIED BITUIv1EPJ 5t1EET FIRE/FABRICATED TRY S,ES,AS,AIR, O/TELEPHONE, C.) JOIST HANGFR5: (ICE SHIELD)THAT IS TO EXTEND FROM THE EAVES I DGE TO A POINT AT LEAST 24" FABRICATED TRUSSES, AND AIR CONDITIONING SYSTEMS ARE NOT A A. CONCRETE CAST AGAINST AND PART OF THE PROFESSIONAL SERVICES PROVIDED TO THE CLIEiIT BY PERMANENTLY EXPOSED TO EARTH. 3" 1 .) ALL FURLIN5. JOISTS AND BEAMS NOT FRAMED OVER SUPPORTING MEmBEP5 Q.) PARTITIONS: Ii1SIDE THE EXTERIOR WALL LINE OF THE BUILDING. THE ARCHITECT UNLESS INCLUDED UNDER THEIR AGREEMENT. ANY DISCREPANCIES WITH THESE DOCUMENTS BY ANY OF THIF ABOVE LISTED B. CONCRETE EXPOSED TO EARTH OR WEATHER: SHALL BE SUPPORTED BY MEAf 15 OF METAL HANGERS. 1.) GENERAL: SERVICES AS SHOWN IN DOCUMENT5 PREPARED BY OTHERS SHOULD BE 3.) CEDAR SHAKES : #2 GRADE RED-LABEL CEDAR SHAKES (I 8" I X .45"T) INDICATED IN WRITIiJG TO THE ARCHITECT IMMEDIATELY. NO. G THROUGH NO. !8 BARS. 2" 2.) ,JOIST HAiJGER5 SHALL BE PRIME QUALITY STEEL WHICH CONFORMS TO NO. 5 BAR. W3 I OR D3 I WIRE, AND SMALLER. I I/2" a. DOUBLE JOISTS CENTEFZED Uh1DEP,ALL PARALLEL PART(-. OVER;ONE LAYER 150 AS.F. UPJDERLA.1'fAEfJT. INSTALL WITH 4/2_" WEATHER ASTM-A52G. MIN. 20 GAUGE. PRODUCTS ACCEPTABLE 5HAL1 BE 51MP5CN. TION5 FOR FLOOD TPU 5- SE:1. FOLLOW I,AANUFACTUPEP5 1XPO5URL. APPLY AN 1 8"WIDE STRIP OF 150 A. 5. F. OVER EACI1 COUF,'51= 0.) PRIOR TO APPLICATION FOR BUILDING PERMIT. THE CONTRACTOR WILL C. CONCRETE i JOT EXPOSED TO WEATHER KART-SAG. OR EQUIVA[EiJT. IL15TRUCTION. OF 5HADE5. 9" FROM BOTTOM EDGE OF SHADE EXT FINDING OVER TOP OF FUP1,115H THE ARCHITECT WITH TWO 5FT5 OF SHOP DRAWINGS OF ALL OR It,] COH-FACT WITH GROUND: SHADES AND OVER 5HEATHING. PREFABRICATED COAFOJEINTS. ONE SET TC BE RETAINED BY ARCHITECT. BLABS. V✓ALES, JOISTS: D.) BOLTS IN WOOD FRAMING: b. PROVIDE SOLID BLOCKLHG AT 4'-O" O.C. BET\A/EEi1 4.) EAVE FLASHING: 5LE [NOTE B-4. BELOW. OTHER SET TO BE REl URNED TO CONTRACTOR AFT FP RFVIEV . THE JOIST Ai JD FIRST II IYFPPIOf;['A'J I1.EL_J01;)T. ITEMS REQUIRING SHOP DRAWINGS INCLUDE BUT ARE NOT LIMITED NO. 1 4 Af.IF) NO. 1 8 BARS. I !12" 1 .) ALL BOLTS IN WOOD FRAMING SHALL BE STANDARD MACHINE BOLTS WITH 5.) EXTERIOR WALL5 SHALL HAVE R-1 5 (3-1/2") KRAFT I)^,CED FIB!=RGIA55 I1I5ULAT101 J TO ROOF TPU55E5, Fl_OOR TRUSSES. STAIRS, CA5IPJLT5, VAi IITIES, NO. 1 1 BAR AND SMALL ER. 3/4" STANDARD MALLEABLE IRON WASHERS OR,STEEL PLATE WASHERS. AND ROOF SHALL HAVE K-38 (1 2") KRAFT FACED FIBF',:GLASS IJ5ULATIOPI. FHE ETC. SHOULD THE DE516N OR CONE GURATIOFI OF AHY PREFABRICATED TOP SPLICES OF THE TOP Af, BOTTOM PORTION OF DOUBT E COMPONENT BE MODIFIED DURING CONSTRUCTION FROM PREVIOUSLY BEAMS, COLUMNS: TCP PLATES MUST BE STAGGERED A fv1!IJ11,.1Ufv1 OF VAPOR BARRIER IS TO FACE THE HEATED SURFACE, APPROVED SHOP DRAWING, THE ARCHITECT SHALL BE FURNISHED. 2_.) STEEL PLATE WASHER 517_ES SHALL BE AS FOLLOWS: 4'-0" PRIOR TO FABRICATION, WITH REVISED SHOP DRAWINGS INCORPORATING PRIMARY PEIPIFOPCEMENT, TIES B.) FLASHING: THE REVISION. IF THE ARCHITECT 15 NOT PROVIDED WITH THE ABOVE 5TIRRUP5. SPIRALS. 1 112" a. 112" AND 5/8" DIAM. BOLTS - 2-114" Sq. X 5/! G" (I. 15FLICE5 SHALL OCCUR 011 Y DIRECTLY OVER STUDS. 1 .) AI_L FL_ASHIfJG, COUi HER FLA5H111G, AND COPING WI 1 N OF hAFTAL SHAH_ INFORMATION. THE CLIENT SHALL DEFEND, INDEMNIFY. AND HOLD b. 3/4" DIAIv1. BOLTS-2-5/8" Soy. X 5/1 G". HARMLESS THE ARCHITECT FROM ANY CLAIM OR SUIT WHATSOEVER. SHELLS, FOLDED PLATE MEMBERS: C. STPUTURAL VA.?IAT10115 AFT A11. .OWLD IF 5LIBSTAJ 1- BE OF HOT LESS TI1Af 1 f!O. 26 U.S. GAUGE CORRO`dc)Ll-RESISTANT IJIETAI_. INCLUDING BUT NOT LIMITED TO. ALL PAYMENTS. EXPEfJ5ES OR COSTS t10. G BAR AND LARGER. 314" 3.) EACH BOLT HOLE IN WOOD SHALL BE DRILLED I/I G" LARGER Ti1AN DIA!viETER TIATED BY EIJGINJ ERIfIG CAICULATIOH5. STAMPED IHCLUDED, ARISING OR ALLEGED TO HAVE ARISEN FROM PREFABRICATED WO. 5 BAP. W3 I OR D3 I WIRE, AND SMALLER. 1/2" OF BOLT. 2.) FLASH ALL EXTERIOR OPENINGS AND ALL BUILDING COPPJER5 WITH APPROVED ITEMS. BY PFOFESSIONA El JGIIi IEEP LICE-PL`ED TO PRACTISE MATE" 'JAL 0.) USE OF THESE DOCUMENTS WITHOUT WRITTEN PERMISSION OF THE ARCHIIAL_TO EXTEND AT LEAST 4" BEHIND WALL CO. LRIf IG. COVER At t. C.) FOUNDATION : 4.) FOR S�ILL ANCHORS. SEE TYPICAL DE T !it THE .JUPISDICTICLJ 'vV'HERE COfNST Pi_!CTIOLJ IS EXPOSED PLYWOOD AT BUILDING CORNERS WITH 1ti'r,l EPPP,OOF BUILDING PAPER. T All�� ON ARCHITECTURAL DRAWINGS TAL,If G' PLACE. OHF_ 5ET TECT 15 FORBIDDEN. COPYRIGHT BE PPOVIDCD FC ARC`!!Ii EC T FOR.OF CALCULATiOH5 TC APPPOVAI PRICK 3.) STEP FLASII AT At L ROOF TO WALL COPIDITION5. FLASH AND CAULK WOOD I .) FOOTING DEPTHS ARE SHOWN ON THE ARCHITECTURAL DRAWINGS. FOOTINGS L.) LAG BOIT5: TO CON5FKUC.TION. SHALL BEAR A MINIMUM OF P-O" INTO ORIGINAL UNDISTURBED 50IL AND BEAMS AND OTHER PROJECTIONS THROUGH EXTERIOR WALLS OR ROOF SURFACES. I 1 .) THE CONDITIONS AND ASSUMPTIONS STATED IN T!1E5E 5PECiFICATION5 A tv11IJ11'✓lUM OF 48" BELOW FINISHED GRADE. WHERE REQUIRED. STEP SHALL BE VERIFIED BY THE CONTRACTOR FOR CONFORMANCE TO LOCH_ FOOTINGS TO RATIO OF 2 HORIZONTAL TO I VERTICAL. 1 .) SHALL BE OF STRUCTURAL GRADE STEEL CONFORiAING TO A5TM A307. P. LAP TOP Pt_ATE5 AT COF�f IE?5 AND INTER5ECTIOiJ5. 4.) EAVE FLASHING WHEN REQUIRED SHALL CON515T OL TWO LAYERS OF 150 CODES AND CONDITIONS. IN THE EVENT OF A DISCREPANCY BETWEEN A.5.F. CEMEiJTED TOGETHER IN ADDITION TO REQUIRED HAILING FROM THESE 5PFCIFICATION5 AND LOCAL RULES OR CONDITIONS, THE CONTRAC- 2.) WASHERS 511AI-L BE PLACED UNDER THE HEAD OF LAG BOLTS BEARING ON 2.) BEARING WALLS SUPPORTING ONE FLOOR OR MOPE: THE EDGE OF THE SAVE UP TILE ROOF TO OVERLAY A P 4. TOP SHALL. NOTIFY THE ARCIITECT IN WRITING OF THE DISCREPANCY 2.) WHERE CONDITIONS DEVELOP REQUIRING CHANGES IN EXCAVATIONS,SUCH WOOD. LENGTH OF LAG BOLTS SHALL BE MINIMUM 213 DEPTH OF MEMBERS POINT 2 INCHES AND SPECIAL E[LGINEEPING REQIJIPEMEtJT5 SHALL BE APPLIED TO UNSURE CHANGES SHALL BE MADE AS DIRECTED BY THE ARCHITECT. BEING BOLTED TOGETHER. a. PARTITIONS MUST BE C0115TRUCTED OF MIHIMUiv1 INSIDE THE INTERIOR WALL LINE OF THE BUILDING. THE BUILDING'S STRUCTURAL INTEGRITY. 2 X 4 STUDS SPACED 16" C.C. 01= TYPE LUMBER C.) ATTIC VEfJTII_ATION: 12.) THESE REQUIREMENT5 MAY BE SUPERSEDED BY MORE STRINGENT INFORMA- 3.) ALL FOOTING EXCAVATIONS SHALL BE INSPECTED BY THE BUII DING OfFICAI_. F.) ALTERIi1G STRUCTURAL MEMBEP5: SPECIFIED. TION CONTAINED WITHiLl THE DRAWINGS. THE MORE STRINGENT SHALL PRIOR TO THE FLACIPIG OF ANY CONCRETE. THE BUILDING OFFICIAL SHALL BE FOLLOWED. )E GIVE[I FORTY-EIGHT (48) HOURS NOTICE FOR TH15 OBSERVATION. I .) NO STRUCTURAL MEMBER SHALL BE OMITTED. NOTCHED. CUT. BLOCKED OUT b. BY A DOUBLE TOP PLATE OF LESS THAN 2-2 X G' 5 1 .) EfJCOSED ATTIC TRUSS SPACES AND ENCATE SPACE WITH RAFTERS SHALL HAVE 13.) SOIL_CONDITIONS SHALL CONFORM TO OR EXCEED THE FOLLOWING CONDI- OR RELOCATED WITHOUT PRIOR APPROVAL BY THE ARCHITECT. DO NOT OR 3-2 X 4' 5 15 USED, FLOOR J015T5 511AII_ BE CROSS VEN PROTECTED I FOR EACH SH EENTE SPACE WITH SCREENED PAIN I_ATIJG 4., SOIL INVESTIGATION AND REPORT : Al_L EARTH WORK COMPACTION AND ALTER SITES OF MEMBERS NOTED WITHOUT APPROVAL.OF ARCHITECT. CEfJTEPED DIRFCTLI'OVER AND BELOW BEARING WALL OPENINGS PROTECTED AGAINST THE ENTRANCE OF 1v101STUPE AND RAIN IN TION5: SUPERVISIONS SHALL BE DONE ACCORDING TO THE RECOMMENDATIONS OF ACCORDAf.ICE WITH ALL STATE AND LOCAL CODES AND ORDINANCES. SEE DETAIL_5 STUDS WITH A TOLERANCE OF NO MORE THAN I" ON ARCHITECTURAL PLANS FOR LOCATIONS AND D BEARING CAPACITY : MIN. 2000 PST. FIELD VERIFIED BY'A LICENSED THE SOIL INVESTIGATION REPORT PREPARED BY A LICENSED GEOTECHNICAI_ [TAILS. SITE ENGIIJEER. UNDER ALL FOOTINGS AND ENGIHEEP. CONCRETE SLAB AND FOOTING CALCULATIONS ARE BASED ON G.) BULET-UP BEAMS: UNLESS SUB5TAHTIATED BY ENGINEERING CALCUTA- UPJREINFOPCED SLABS. A 2,000 P5F VALUE. IF 01L-LITE TEST BORING ItIDICATE LESSER VALUES, TION5. DIVI51011 8: DOORS AND WINDOWS JOTIFIY ARCHITECT, IN WRITING 50 THAT NECESSARY 5TRUCTUR.AL I,AODIFICA- 1 .) BUILT-UP BEAMS OR JOISTS FORMED BY A MULTIPLE OF 2 X MEMBERS SHALL A.) GENERAL_: WATER TABLE : MIN. 2'-O" BELOW BOTTOM OF ALL COHCPETE TION5 CAN BE MADE, BE INTERCONNECTED AS FOLLOWS: SLABS AHD FOOTINGS. FOOTINGS, FOUHDATIONS. C. BEARING STUD FALLS MUST BE SHEATHED HED WITH A I .) ALL WINDOWS SHALL HAVE INSULATING GLASS. OP`)ING1 E G1A55 WITH WALLS. AND SLABS. SHALL NOT BE PLACED ON WITH N M11IIMUM 1/2" SY`5TDvl BOARD FASTENED ACCORDING STOPfA WINDOWS OF EQUAL. SIZES It ON PLANS APE NOMINAL ° 5.) SLAB AN GRADE SHALL BE 4"THICK REINFORCED h II H 6ON 4" .4 x W I .4 a. MEMBER 9 /4" AND LES5 IN DEPTH GL OF A D TO DRYWAt L fvIAJL1FACTUPFP PECOM[vIF[JDATIOf N. o �� OR.IN MARINE CLAY, PLAT AND OTHER OPGALIIC t✓�MF AND SHALL BE PLACED ON 6 MIT_. VAPOR BARRIER ON 4" CRUSHED If 1TERNAII_W/2 RO'JV5 16d AT 32" O.C. STAGGERED ONLY. BUII DER TO COiJ�UI T WITH WINDOW ivIANUFl,CTLJRE .TO DETFRMI IF �3 MATERIALS. STONE UNLESS OTHERWISE HOTED. EXACT 51ZF5, ROUGH OPFi HG. ETC. AT LEAST 011I_ WINDOW FROM EACH b. MFfJ�BERS GREATER THAfI 9-1/4" III DEPTH OR Pv1ULT!FLE 91 C� 4.) DESIGN LOADS: 3XG: GLUE AND THROUGH BOLT WITH 112" DIAMETER P.) WOOD ROOF TRUSSES: BEDROOM AREA SHALL HAVE A NET CLEAR OPENIN( AREA OF 5.7 50. FT. I!C/7 6.) SLAB -014-GRADE AT PORCHES SHALL BE 4"THICK UNLESS OTHERWISE NOTED. MACHINE BOLTS AT 24" O.C. STAGGERED. WITH A NET CLEAR-HEIGHT OF 24% A NET CLEAR OPf PIING WIDTH OF 20 AND A SILK_ HEIGHT OF 44" OK LESS ABOVE THE FL()CF, FOR FGRE55 PU �EP (; LIVE LOADS: ROOF: 30 PSF (BASED UPON A GROUiJD SPIOW LOAD OF 45 PSF .) TIv1BER TRUSSES SHALL BE DESIGfJED ICJ ACCOPDAiJCE `WITH AfJ51 /TPI `.f z01C) OWED REDUCT!OPJ FOR SLOPED RCOF5 AIJD THEP�MAL FACTORS �7•) INSTALL 112" DIA. X !'8" LONG HOOKED ANCHOR BOLTS AS PER MANUFACTURER'S L.) CUTTING OF BEAMS. J015T AND RAFTEK5: PROSES. 1-0 DJG IN DOORS APJD FIXED GLA7_ED PAI IFLS IMMEDIATELY S1 AfJDARDS. CAl_CIJI_ATIONS. JOINT STREiJGT!1 Ii1FOP.Iv1ATiC[J (ALLOWABLE `� WHICH REDUCE THE ROOF LIVE LOAD TO 28.35 PSF 50 WE WILL USE 30 PSF.) PECOMMENDATIONS: 1 2" FROM CORNERS/EPJD5 APJD INTERVALS OF (JOT PACRE THAN ALLOWABLE EDGE DISTANCE. ALLOWABLE ADJACENT T O DOORS OR WITHIN 18" OF THE FLOO". WHICH MAY BE SIJBEJECT �nN NIG BOARD �, � � � LOAD PER SQUARE I[JC'1 Or,FER WALL, ALl_OJV TO FREQUCPNT AND PECURREPNT ACCIDEPJIAL HUMAf I IMPACT SHALL BE TEti9PC�.LU FLOORS: 40 PSF (EXCEPT SLEEPING ROOM5c30 F�F); B)ALCONIES: GO PSF; G'-O" O.C. MIIJItv1UPA EMBEDMENT FOR ANCHOR,BOL:i 5/STRAPS SHALL BE AS I .) CUTTING OF WOOD BEAMS. JOISTS AND RAFTERS SHALL_ BE LIMITED TO END DISTANCES) LOAD T E5T DATA AND OTHF-, INFORMATION AS NECESSARY - UFfe��y STAIR LANDINGS: 40 PSF. WIND LOAD: 4G PSF, GARAGE: 50PSF; MAXIMUM 5FLCIFIED BY MPG. CUTS AND ROPED HOLE5 NOT DEEPER THAW I/G THE DEPTH OF THE MEMBER SHALT_ BE SUBMITTED TC LOCAL AUTHORITIES FOP APPROVAL FRIOR TO AS PER STATE AND LOCAL CODES AND ORDINAf ICE',. ALA FOUNDATION LATERAL PRESSURE 40 PSF. DEAD LOADS: FLOOR 15 PSF; ROOF: I7_ F'SF. LOCKETS SHALL BE FORMED IfJTO CONCRETE WALLS TO PROVIDE A APJD SHALT_ NOT BE LOCATED IN THE MIDDLE I/3 OF THE SPAN. NOTCH FABPICATIOPJ. EACH TRUSS ")HAI_L BE SECURED AT BEARING WITH OfiE 8.) BEAM 1 OCK,_ DEPTH OF THE END5 AT THE MEPABEP,5HAI I_ NOT EXCEED 114 THE DEPTH "RAFTER,ET C" META[- TYPE Al ir:1-1C'rT AT EACH END. (UNKNOWN LOADS ARE TO BE DETEPMIINED BY A5CE 7 - 95 "MINIMUM DESIGN CONTINOU5 LEVEL FLAT 501_I1) BEARING SURFACE FOR ALL BEAMS WITH A MINIIv1UM OF THE MEMBER. HOLES BORED OR CUT INTO J015T SHALL NOT BE CLOSER DIV1510H 9: FINISHES LOADS FOR BUILDINGS AND OTHER 5TRUCTUR' BEARING OF 4". P �' BUILDINGS � LS") THAN 2 INCHES TO THE TIP OR 60TTOti1 OF THE JOISTS AID THE DIAMETER P wJECT OF THE HOLE SI TALL NOT EXCEED I/3 THE DEPTH OF THE JOIST. THE A.) GFf IEPAI_: 15.) BOTTOM OF ALL FOOTINGS SHALL EXTEND BEYOND FROST LINE Of THE DIVISION 4: MASONRY 4GREATER2.) 5CIS50P TRUSSES: MAf1UFACT UJ,ER TO CALCULATE HOPIZOf JTAL THPI J5T TENSION SIDE OF BEAMS, JOISTS AHD RAFTERS OF INCHES OR LOCALITY AND MINIMUM 3G" BELOW EXISTING GRADE TO UNDISTURBED _ iJOPSION THICKNESS SHALL PJCT BE NOTCHED. EXCEPT AT F_PlDS OF MEMBERS. OF TRU55E5 SUBJECTED TO DF5'Gf1 10AD5 AND TO IPJCLLJDE THIS 1iIfOPtv1ATIOII 1 .) ALL GYPSUM WALLBOARD SHALL BE 1115TALLED IN A(.COKDAIICE WITH THE nRESIDENCE FFC� F 50IL OP 5CIL COLv1PACFED TO 95`7 MODIF IED PROCTOR:DEPJSITY HAVIPJG A A.) GENI_FJ\L WITH SHOP DRAWINGS. EACH TRUSS TO BE SECURED AT ONE EIJD WITH PROVISIONS OF THE BOCA. CABO, 05U LATEST EDITION AHD. STATE AiJD LOCAL V(V I N �TTO RL�J I D�N C[�LOAD CARPYIHG CAPACITY AS SPECIFIED IN [DOTE 13. AS VERIFIED BY A 501L5 ENGINEER LICENSED IN THE LOCALITY WHERE PROJECT Ida BEING BUILT. I .) P�1ATEPIA.LS I.) PIPES Ill STUD BEARI!JG WALLS OP EXTERIOR WALLS: A P✓IETAL "R,AFTER TIE" TYPE AIJCHOR AND A SCIS50P5 TRU55 COPJNECTOP. CODES AND ORDINANCES (AS APPLICABLE). "CL FVELAND' OR.APPROVED 'EQUAL AT THE OTHER EiJD TO TIE DOWN T11E _A WHERE DISTANCE FROM " - i 1-� 1 51 HOT EXCEED 2.5`% OF 5FUD DEPTH. BORED HOLES IN STUDS TRUSS WHILE PERNiITTIPIG THE TF'U55 TO MOVE OUTWARD WITHOUT DEFLECTIi,IG 2.) GYPSUM WALLBOARD SHALL NOT BE I!5TALLED UHTIL WEATHER PFOTECT1011 ADDITIONS � ALTERATI O N5 16.) ALL FOL�JDATIOfJ WALL BACKFILL UNDER SLABS A) MORTAR SHALT_ BE TYPE "M" OR"S A5TM C 270 84 I .) IOTHCF E� ti U. EDGE OF WALL TO EDGE OF Uf 1DI5TURBED 50IL EXCEEDS I G" BUT B) HOLLOW CMU SHALL MEET AST(i C-90-75 CAN HAVE A MAXIMUM DIAMETER OF 40% OF STUD DEPTH. THE NEAREST TO THE WALL. FOR THE III5TALLATIOf 1 IS PROVIDED. STORAGE SH()ULD BE I1 ACCORDANCE LESS THAN 4'-O" SHALL_C01151ST OF CLEAN. POROUS. SOIL COMPACTED THE EDGE OF A STUD FOR A RIOTER OR BORED HOLE IS 5/8". WITH MANUFACTURERS INSTRUCTIONS. IN G" LAYERS TO 95% MODIFIED PROCTOR DENSITY OR (PROVIDE #4 REBAP C) FACE BRICK,SHALL MEET A5TM C-2 I G-85 2595 WELLS AVE AT 2'-0" O.C. I'-0" BEYOND EDGE OF UNDISTURBED SOIL_AHD I'-O" INTO 3.) TRUSS DIAGR.P,f�15 AfND TRUSS LAYOUT PLAN SHOW DESIGIJ UJTEfJT ONLY. FOUNDATION WALL. 2.) ALL MASONRY SHALL BE PROTECTED FROM FREEZIf1G FOP NOT LESS THAiJ J.) BRIDGING AND BLOCKIi IG: TRUSS MANUFACTURER SHALT VERIFY ALL'5FAfJS. DIMEf 1510fJS. HILL HEIGHTS, 3.) ALL EDGES AHD ENDS OF GYPSUM WALLBOARD SHA!L OCCUR ON THE FRAM([1G 48 HOURS AFTER INSTALLATION AiJD SHALL NOT BE CONSTRUCTED BELOW PITCHES, ETC. FABRICATOR MUST SUBMIT TWO SETS OF COMPONENT SHOP MEMBERS EXCEPT THOSE EDGES WHICH ARE PERPI HDICUL_AR TO THE FRAMING 17.) FREE DRAINING GRANULAR BACKFILL(5M OR BETTER) SHALL BE USED 35 DEGREES FAHP ) EPJHEIT WITHOUT PRECAUTIONS NECE55AKY TO PREVENT I . THERE SHALL BE NOT LF55 THAN ONE LINE OF BRIDGING IN EVERY EIGHT DRAWINGS AND TRU55 LAYOUT PLAN. EACH SEALED BY A PROFESSIONAL MEi,ABER5. ALL EDGES OF GYPSUM WALLBOARD SHALL_ BE I11 MODERATE COIITACT S O UTH O LD NY AGAINST FOUNDATION WAILS CONSISTENT WITH THE ARCHITECTURAL FREEZING. NO ANTIFREEZE ADMIXTURES SHALL BE ADDED TO THE MORTAR. DIGINELR REGISTERED ITN THE JURISDICTION WHERE THE CON5TRI_!CTIOPJ EXCEPT III CONCEALED SPACES WHERE RIPE RESISTIVE CONSTRUCTION 15 PLANS AND RELATED DETAILS, EQUIVALENT FLUID PRESSURE OF BACK- FEET OF SPAN IN FLOOR, ATTIC AND ROOF FPAIvHNG. THE BRIDGING SHALL 11CT REQUIRED. FILL NOT TO EXCEED 40PCF POUNDS PER CUBIC FEET). IF BACK- COI,ISIST OF NOT LE55 THAN ONE BY THREE INCH LUMBER DOUBLE NAILED IS TAKING PLACE, TO ARCHITECT F'R.10�.TO FABRICATION, ONE FOP AR.CHI- BRICK VENEER SHALL BE ATTACHED TO WOOD FRAME WITH MINIMUM #22 TECT5 RECORDS AND ONE TO BL RETURNED TO CONTRACTOR AFTER REVIEW. FILL PRESSURES EXCEED 40 PCF THEN WALL5 MUST BE DESIGNED FOP ACTUAL' GALVANIZED SHEET GAUGE CORRO51OWKE5I5TIVE CORRUGATED METAL TIES AT EACH END OR OF EQUIVALENT METAL BRACING OF EQUAL RIGIDITY. PRESSURES BY A REGISTERED P�.OFE5510NAL EHGINNEP LICENSED It] , MID5PAN BRIDGING IS NOT REQUIRED FOR FLOOR, ATTIC OR ROOF FRAMING 4.) THE SIZES AND SPACING OF FASTENERS SHALL COiv1FLY WITH BOLA. CABO AHD LOCALITY WHERE PROJECT 15 BEING BUILT. MIN. 7/8'WIDE AT 16" VFRTICAI_ INTERVALS MIN. AND 16" HORIZOfJTA 4.) TRU55 SHOP DRAWINGS 11 IDICATIPJG CAL_CLII-ATIONS, LOADILIG. LOAD TEST STATE AND LOCAL CODES AND ORDINANCES (AS APPI (CABLE). cc INTERVALS. PROVIDE 150 ASPHALT FELT OVER SHEATHING AS A MOISTURE WHERE J015T DEPTH DOSE NOT EXCEED TWELVE ILICHE5 HOtv1IHAL. BLOCK 18.) UNBALANCED FILL NOT TO EXCEED 7'-0 UNLE55 OTHERWISE NOTED BAPKEP. PROVIDE DRAINAGE FOR ONE OFEP1 VERTICAL BRICK.JOIIJT @ SOLID AT ALL BEARING SUPPORTS WHERE ADEQUATE LATERAL SUPPORT IS DATA. HOPIZOPJTAL_THRUST Ai JD ANY OTHER IJFOPMATIOPJ REQUIRED SHALL AND SUBSTANTIATED BY ENGINEERING CALCULATIONS. BACKFILL SHALL 2'-O" O.C.. AT LOWEST COURSE ABOVE FINISHED GRADE. (JOT OTHERWISE PROVIDED. BLOCK ALL STUD WALLS AT MAXIMUM INTERVALS BE SEALED BY A PROFESSIONAL FIJGINEEK REGISTERED IN THE JURISDICTION 5.) PROVIDE M015TUPE RESISTANT DRYWALL CEMENT l')OAKD AT TUBS AND SHOWERS NOT BE PLACED AGAINST WALL5 UNTIL 51 AB5-ON-GRADE AND FRAMED O EIGHT FEET D NTH A P✓II[JIMUNi WITH TIGHT \,"✓HERE CONSTRUCTION 15 TAKING PLACE AND BE SUBMITTED TO BUILDING AS SHOWN ON DETAILS IN ARCHITECTURAL DRAWIf b'15. FLOORS ARE IN PLACE AND HAVE REACHED THEIR DESIGN STRENGTH. 4.) ALL MASONRY REQUIRED WORKMANSHIP SHALL CONFORM TO THE APPLICABLE JOINTS. PROVIDE 2 FIPESTOPS AT 2 X SOLID MATERIAL MID-POI[JT VFRTICAI I Y OF STUD OFFICIALS PRIOR TO F.ABPICATIOhI. PROPER PRECAUTIOiS SHALL BE TAKEN TO BRACE FOUNDATIOH WALLS REQUIREMENTS OF ACI 530-99. A5CE 5-99, TMS 402-99. A5CE G-99, WALL. G.) RIPE-RESISTIVE CONSTRUCTION: GARAGE CEILINGS A[ID WAL_I5 WIZEN ADJAC- WHEN BACKFII_LING. WHERE BACKFILL_ IS REQUIRED ON BOTH SIDES, TMS G02-99 BUILDING CODE REQUIREMENTS t SPECIFICATIONS FOR MASONRY 5.) STORE TPU55E5 ABOVE GRID ON WOOD STICKING ILJ SUCH A WAYTO PREVENT ENT TO A DWELLING UNIT SHALL_ BE OF RATED CON`.TRUCTIOf.I ACCORDING BACKFILL BOTH SIDES SIMULTANEOUSLY. STRUCTURES AND COMMENTARY. 2.) PROVIDE DOUBLE TRIMMERS UNDER ALL HEADERS 4 X G OR LARGER. ALL BEiIDING. iNAPFIPIG OR. DEFLECTION OF TPU55E5. TO SECTION R309 OF THE RESIDENTIAL_CODE OF H.Y.S. 19.) CONTRACTOR 15 RE5FOf JSIBLE FOR ALL REMOVAL OF DEBRIS AS PEP, LOCAL SUCH MEMBERS SHALL BE GLUED AND SPIKED TOGETHER. VFRTICAI_5EPLRATIOIIS USED TO SEPERATE AN ATTACHED GARAGE FROM SEAL SIGNATURE O 1 -25 1 G ORDINANCES t DISPOSE OF LEGALLY OFF SITE. DIVISION 5: METALS. A DWELLIiJG Of' YTS ATTIC SHALL HAVE A 3/4 HOUR LIRE RE5I5TAiICE RATING. K.) t_I ITEL SCHEDULE: � THIS MAY CONSIST OF ONE LAYER OF 5/8" TYPE 'X' (,YP5Ur,/ BOARD ON THE FF'OJECT PJo: 20 I G-02 A.) GENERAL : 6.) ROOF TR.lJS� BP,A•CIIJG: If1�TALL PERNIANEIJT t3F,ACIPJG FOP AIL WOOD ROOF 20.) THE CONTRACTOR SHALL_VERIFY ALL EXISTING CONDITIONS BEFORE STARTING F GARAGE SIDE AND ONE LAYER OF /2" GYPSUM BOAP,D OLJ THE OPPOSITE SIDE. F ARCHITECT OF ANY AMBIGUITIES OR I .) STRUCTURAL STEEL SHALL CONFORM TO THE REQUIRMENT5 OF THE A.1.5.C. r TRUSSES AS SPECIFIED BELOW. FOLLOW AI_I FFCOMMENDATIOH5 SPECIFIED CONSTRUCTION AND SHALL_ NOTIFY THE ARC I I .) UPJLESS OTHERWISE SHOWN, PROVIDE I I INTEL WITH G" [v11NIfv1UN1 BEA IHG DFI/�.MINE Ur": (,[) DISCREPANCIES BEFORE PROCEEDING WITH THE VdOPK. IF ANY QUESTIONS ARISE MANUAL OF STEEL CONSTRUCTION. LATEST EDITION. STRUCTURAL 5TE�� IH BRACING WOOD TRU55E5: COMt✓1ENTARY AND KECOMMINDATIOi15 AWT-7G (AFPLICATIOH5 SHALL_ BE IN ACCORDANCE WITH 51(:TION K702.3.) SHALL CONFORM TO A5TM A-3G-84A. STEEL_ FOR PIPE COLUMNS SHALL FOR EACH 4" OF WAI_l_THICKNESS. ,1' N1 BEFORE OR DURING CONSTPUCTIOIJ AS TO THE IIJTEi IT OR DETAILS OF THE PUBLISHED BY THE TPU_�S PLATE INSTITUTE, INC. - �� UE/ BE OF EQUIVALENT CAPACITY AND WELDABIt ITY TO ASTM A-500. ALL HOPI7.OfJTAL SEPERATIOfJ� USED TO �LPERATE AN ATTACHED GARAGE FROM *" }' CP1K P,Y: 113C DRAWINGS. THE COhNS.]TRACTOR THE SHALL CALL THE ARCHITECT FOR THE A13OVE fJ WELDING SHALL BE IN ACCORDANCE TO THE AMMPICAN WELDING SOCIETY 2.) LINTEL 517E5 ARE TO BE 51Z_ED TO ACCOMDATE THE SPECIFIC LOAD. A DWELLILJG OP ITS ATTIC. SUCH CONSTRUCTION `)!JAIL BE PROTECTED WITH I�I F' '� AND/OF; INSTRUCTIONS. IF THE CONTRACTOR FAILS TO 'FOLLOW THE ABOVE '� PROCEDURE, HE SHALL ASSUME ALL RESPONSIBLITY FOR THE CONSEQUENCES CODE AND BE PERFORMED BY WELDERS QUALIFIED IN ACCORDANCE WITH ONE LAYER OF 5/8" TYPE 'X' GYF'SUtA BOARD INSTALI ED 1H ACCORDANCE WITH . �' 'f� C', I,:,". OF HIS ACTIONS AND/OR DECISIONS. AWS PROCEDURES. ELECTRODES SHALL CONFORM TO ASTP 1 A-233 E70 SERIES. THE KEQUIKEMEHT5 OF SECTION 805. I . a I 0', ,c.d° I" 0 . w S ' 7 T-002 . 00 ��OfiE ��4�'a S�iO Ww4NiMDHI!®ASKTefitH2RaNfliH9i�IR9MCwRgR1WRt 23'-0" ELITE DRAfTINGSIMPSON t10LD DOWN IN GOPHERS - � O TYP 4 PLACES (SEE LAST SHEET FOR — DETAIL AND SPECS) 1J1W STEPS ,AND NEW FS\!LiNG HOME PEP, NYS CODE R312 3U 6 EGRESS 2-2_XB DE51GN5 INC HDR J Q Q ---- - --------- - - -- LIN � � 63 I -4 5 5 - 164 2 O r_ v p N _ cv DRIAN COLLIN5 , P . E . N - 59 WILLOW 5T(�EET 2° I'- 2066° ® - PROP I `O 3oGa INN GARDEN CITY, NY, 1 1530 DN NEW NEW DOOR BATH \ j SECTION R313 TEL:(5 I G)74 1 -0053 EX. CL CIL o — 5,_7„ A SMOKE ALARMS, CARBON MONOXIDE ALARMS FAX:(5 I G)74 I -0053 BATH AND AUTOMATIC SPRINKLER SYSTEMS R313.1 SMOKE DETECTION AND NOTIFICATION. ALL SMOKE CO ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217 AND o INSTALLED IN ACCORDANCE J WITH THE PROVISIONS OF THIS CODE n= N ! o AND THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF 1 L N o L I o i- N NFPA 72. N �x m NN PROPOSED NN N HOUSEHOLD FIRE ALARM SYSTEMS INSTALLED IN N j ACCORDANCE WITH NFPA 72 THAT INCLUDE SMOKE ALARMS, OR MASTER o o A COMBINATION OF SMOKE DETECTOR AND AUDIBLE NOTIFICATION 0o BEDROOM Aoo- DEVICE INSTALLED AS REQUIRED BY THIS SECTION FOR SMOKE Co = ALARMS, SHALL BE PERMITTED.THE HOUSEHOLD FIRE ALARM o SYSTEM SHALL PROVIDE THE SAME LEVEL OF SMOKE DETECTION EXISTING - AND ALARM AS REQUIRED BY THIS SECTION FOR SMOKE ALARMS EXISTING IN THE EVENT THE FIRE ALARM PANEL IS REMOVED OR THE BEDROOM BEDROOM — 22 4 SYSTEM IS NOT CONNECTED TO A CENTRAL STATION. EX. CL R313.1.1 LOCATION. SMOKE ALARMS SHALL BE INSTALLED °' �' IN THE FOLLOWING LOCATION: o= o� �N `x 1. IN EACH SLEEPING ROOM. N N N N 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE // \ Ex' EX // I S. 3. ON VICINITY EACHOF THE ADDITIONAL DOSITORY OF THE DWELLING,INCLUDING / CL CL / I - BASEMENTS BUT NOT INCLUDING CRAWL SPACES AND / — — / 30� EGRe55 2-2X5 HUr UNINHABITABLE ATTICS. IN DWELLING UNITS WITH SPLIT I LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ! ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER I I I LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. L - - —1- - - L - -i- - - J 6° 5'-0" N, ,5,_,O,� 5'-0" 7'-0" 23'-0" WHEN MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE 2-NEW DOG INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT THE ALARM HousE DORNeRs DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT SECOND f LOOK PLAN THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE 3 I I_OII SCAL�: �411_ ALARMS IN THE INDIVIDUAL UNIT. EXCEPTION: INTERCONNECTION IS NOT REQUIRED WHERE SMOKE ALARMS ARE PERMITTED TO BE BATTERY OPERATED IN ACCORDANCE WITH SECTION R313.1.2. R313.1.2. POWER SOURCES. IN THE NEW CONSTRUCTION, THE REQUIRED SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING WHEN SUCH 11 WIRING IS SERVED FROM A COMMERCIAL SOURCE OR AN 30'-`� — ON-SIDE ELECTRICAL POWER SYSTEM, AND WHEN PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE POWER FROM A — - BATTERY. WIRING SHALL BE PERMANENT AND WITHOUT A j DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR aO OVER-C',-RRENT PROTECTION. SMOKE ALARMS SHALL BE 2-2X 10 HDR PERMITTED TO BE BATTERY OPERATED WHEN INSTALLED IN ___ - - - ----- - _ BUILDINGS WITHOUT COMMERCIAL POWER OR AN ON-SITE S1MPsoN HOLD DOWN IN coRNERs 5 0 EXISTING - ELECTRICAL POWER SYSTEM OR IN BUILDINGS THAT UNDERGO TYP 10 PLACES (SEE LAST SHEET T 8" — 7-4" DECK I IJ REPAIR, ALTERATION, CHANGE OF OCCUPANCY, ADDITION OR UP RELOCA110N IN ACCORDANCE WITH APPENDIX J. FOR DETAIL AND SPECS) -- o 2-I%I"X I%;" LVL HEADER 3-2X4 1`051 AT EA. END :IP:� i III N �I I 2GGe) J - DN® o Q -_oil III oxI �, z IL I ° n 01 EX. N ml . Q, Q o QI I EXISTING BATH I O PROPOSED 0 L- NIII EXISTING KITCHEN �' o 2 CAR GARAGE Z. DEN Q O oI I v u I I m — = TJI 560 SERIES WOOD -JOISTS a I O.C. N 3 N N 2X 1 2 RIDGE DNl Aoo� aj V rri N - UP EX. ! FE 6 �!1 U O CL ( n ZOf� G kzoARL)OF:APPEA PROPOSED o� SYMBOL AND WALL LEGEND r_s N LIVING ROOM An; NN W N EXISTING TO REMAIN PROJECT n � I o� 6070 GAKAGE ROOF, 8070 GARAGE DOOR NEW PROPOSED Mi N N v - VIVINETTO RESIDENCE N EXISTING 2- 1-/.'X �/° LVL HE, D`R -- 2-1 /.°X e/;° LVL HEADER --- o EXISTING DINING ROOM 3-2X4 POST AT EA. r_ND 3-2X4 P05TAT EA. END C==-� EXISTING TO BE ADDITIONS � ALTERATION5 FAMILY ROOM I REMOVED AX ® SMOKE DETECTOR 2595 WELLS AVE 2312X4 POST AT EA FEND ( 7' o" 23'-0° SO UTI-i C�LD NY IVL H ADER CARBON MONOXIDE �o -3c�_0 ---- DETECTOR 7'-Y5" 7'-4"_ CL I1 - — aoo� PROPOSED 1 1_011 ON P FRONT PORCH DN D>� DNS,. 3'-011 3-2X 12 HEADEP, 3-2X 12 HEADER 3 2X 1 2 t1EADER 3'-01, SFAL. B �IC�iJ�TI�-.E ��-- — —� — — — — — C'E1iE_: 01 -25- 16 FIf�ST [=LO01� PLAN _ ry Nr _ T l,�_ ��n16 �2 o = 4 5 /r:� ems— , D;F:A\h'I"t(; f1'. C D " DN1® SCALE. �411_ 11_OII 'a:, P�F.004l r�C 1 4l}raj, d � �FES A-00 1 . 00 SECTION R403 ELITE DRAfTING FOOTINGS O TABLE R401.4.1. R403.1 GENERAL. ALL EXTERIOR WALLS SHALL BE SUPPORTED JL�30" thru roof PRESUMPTIVE LOAD-BEARING VALUES OF TABLE R403.1 I HOME DE51GN ,5 INC MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTINGS ON CONTINUOUS SOLID OR FULLY GROUTED MASONRY OR FOUNDATION MATERIALS' (INCHES)' CONCRETE FOOTINGS WOOD FOUNDATIONS OR OTHER APPROVED LOAD—BEARING LOAD`IBEARINGVALUE OF SOIL (PSF) STRUCTURAL SYSTEMS WHICH SHALL BE OF SUFFICIENT DESIGN I 2„ 63 1 -45 5 - 1 64 2 PRESSURE (POUNDS PER TO ACCOMMODATE ALL LOADS ACCORDING TO SECTION R301 AND r _ NEW BATHROOM 1,500 2,000 3,00o s4,000 TO TRANSMIT THE RESULTING LOADS TO SOILS WITHIN THE _ _ CLASS OF MATERIAL SQUARE FOOT ) 1 � — 1211 S CRYSTALLINE BEDROCK 12,C00 CONVENTIONAL LIGHT—FRAME CONSTRUCTION LIMITATIONS AS DETERMINATES FROM THE CHARACTER OF THE �,TA CK`' NTI DRIAN COLLIN5 . SEDIMENTARY AND FOLIATED ROCK ,000 1 3 2—STORY 12 12 12 12 NATURAL SOILS OR ENGINEERED FILL.1—STORY 12 12 12 12 SOIL. FOOTINGS SHALL BE SUPPORTED ON UNDISTURBED I I 59 WI I LOW 5TIKEET SANDY GRAVEL AND/OR GRAVEL (GW AND GP) ,000 41,I 3—STORY 23 17 12 12 1 1 I GA1zDEN CITY. N ! , SANDY, SILTY SAND, CLAYEY SAND, SILTY GRAVEIL, 4—INCH BRICK VENEER OVER LIGHT FRAME OR 8—INCH HOLLOW CONCRETE MASONRY VENT STACK 1 v I � 5 30 AND CLAYEY GRAVEL 2,00o R403.1.1 MINIMUM SIZE. MINIMUM SIZES FOR CONCRETE AND 1 1 TEL:(5 I G) %zl- i -005 ' (SW, SP, SM, SC, GM, AND GC ) 1—STORY 12 12 12 12 MASONRY FOOTINGS SHALL BE AS SET FORTH IN TABLE 1�2" CLAY, SANDY CLAY, SILTY CLAY, CLAYEY SILT, SIILT 2—STORY 21 16 12 12 R403.1 AND FIGURE R403.1 (1). THE FOOTING WIDTH, A 1 1 fAX (5 1 G) % I -0053 AND SANDY SILT 1,500b 3—STORY 32 24 16 12 SHALL BE BASED ON THE LOAD BEARING VALUE OF THE ( 21' ° (CL, MI, MH AND CH ) 8—INCH SOLID OR FULLY GROUTED MASONRY SOIL IN ACCORDANCE WITH TABLE R401.4.1. SPREAD 1 OINr, WG FOR SI: 1 POUND PER SQUARE FOOT = 0.0479 KPA. 1-STORY 16 12 12 12 FOOTINGS SHALL BE AT LEAST 6 INCHES (152 MM ) THICK. IOHO`✓E�. a. WHEN SOIL TEST ARE REQUIRED BY SECTION R401.4, THE 2—STORY 29 21 14 12 FOOTINGS PROJECTIONS, P, SHALL BE AT LEAST 2 INCHES ( 2" 51 ALLOWABLE BEARING CAPACITIES OF THE SOIL SHALL BE 3—STORY 42 32 21 16 1 PART OF THE RECOMMENDATIONS. FOR SI: 1 INCH = 25.4 MM, 1 POUND PER SQUARE FOOT = 51 MM) AND SHALL NOT EXCEED THE THICKNESS OF THE �o 2 3" 3"FOOTING. THE SIZE OF FOOTINGS SUPPORTING PIERS AND b. WHERE IN—PLACE SOILS WITH AN ALLOWABLE BEARING 0.0479 KPA. COLUMNS SHALL BE BASED ON THE TRIBUTARY LOAD AND SECOND FLOOR CAPACITY OF LESS THAN 1,500 PSF ARE LIKELY TO BE a. WHERE MINIMUM FOOTING WIDTH IS 12 INCHES, USE OF A ALLOWABLE SOIL. PRESENT AT THE SITE, THE ALLOWABLE BEARING CAPACITY SINGLE WYTHE OF SOLID OR FULLY GROUTED 12—INCH SHALL BE DETERMINED BY A SOILS INVESTIGATION. NOMINAL CONCRETE MASONRY UNITS IS PERMITTED. UNDER—FLOOR SPACE PRESSURE IN ACCORDANCE WITH TABLE R401.4.1 FOOTINGS FOR WOOD FOUNDATIONS SHALL BE IN ACCORDANCE WITH THE TABLE 402.2 3" R408.1 VENTILATION. THE UNDER—FLOOR SPACE BETWEEN THE DETAILS SET FORTH IN SECTION R403.2, AND FIGURES R403.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE BOTTOM OF THE FLOOR JOIST AND THE EARTH UNDER ANY (2) AND R403.1 (3). -- ---- ----- — — BUILDING ( EXCEPT SPACE OCCUPIED) BY A BASEMENT ) SHALL MINIMUM SPECIFIED COMPRESSIVE STRENGTH, ) HAVE VENTILATION OPENINGS THROUGH FOUNDATION WALLS OR R403.1.2. CONTINUOUS FOOTING IN SEISMIC DESIGN CATEGORIES WEATHERING POTENTIAL EXTERIOR WALLS. THE MINIMUM NIET AREA OF VENTILATION Do, Di AND D2. THE BRACED WALL PANELS AT THE EXTERIOR TYPE OR LOCATION OF CONCRETE CONSTRUCTION NEGLIGIBLE M(ODERABLE SEVERE FOUNDA11ONS AND OTHER CONCRETE NOT EXPOSED TO THE WEATHER. OPENINGS SHALL NOT BE LESS THAN 1 SQUARE FOOT ( 0.0929 WALLS OF BUILDINGS LOCATED IN SEISMIC DESIGN CATEGORIES BASEMENT WALLS, - - 2,500 2,500 2,500,--- -}--- -- VENT To EXTERIOR BASEMENT SLABS AND INTERIOR SLABS ON GRADE, EXCEPT GARAGE FLOOR SLABS. 2,500 � 2,500 2,500 M2 ) FOR EACH 150 SQUARE FEET (( 14 M2 1 OF UNDER-FLOOR Do, D, AND D2 SHALL BE SUPPORTED BY CONTINUOUS FOOTINGS. BASEMENT A FOUNDATION WALLS, EXTERIOR WALLS, AND OTHER VERTICAL — - - — _--- FIRST FLOOR i SPACE AREA, UNLESS THE GROUND 'SURFACE IS COVERED BY A ALL REQUIRED INTERIOR BRACED WAIL PANELS IN BUILDINGS CONCRETE WORK EXPOSED TO THE WEATHER. 2,500 3,Dood 3,000� CLASS 1 VAPOR RETARDER MATERIAL. WHEN A CLASS 1 VAPOR WITH PLAN DIMENSIONS GREATER THAN 50 FEET ( 15 240 MM ) PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER, AND GARAGE FLOOR 2,50a 3„OOG�,e,' 3,000 a e r RETARDER MATERIAL IS USED, THE MINIMUM NET AREA OF SHALL ALSO BE SUPPORTED BY CONTINUOUS FOOTINGS. SLABS — I _ _ _ Co 4" OCH. 10 VENTILATION OPENINGS SHALL NOT BE LESS THAN 1 SQUARE FOR Si: 1 POUND PER SQUARE INCH = 6.895 KPA. FOOT (0.0929 M2 ) FOR EACH 1,500 SQUARE FEET ( 140 M2 ) R403.1.3 SEISMIC REINFORCING. CONCRETE FOOTINGS LOCATED IN STRENGTH AT 28 DAYS PSI. OF UNDER FLOOR SPACE AREA.ONE SUCH VENTILATING OPENING SEISMIC DESIGN CATEGORIES Do, D, AND D2, AS ESTABLISHED IN SEE TABLE R301.2 (1) FOR WEATHERING POTENTIAL. �. SHALL BE WITHIN 3 FEET ( 914 MM ,) OF EACH CORNER OF THE TABLE R301.2 (1), SHALL HAVE MINIMUM REINFORCEMENT. CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING (DURING CONSTRUCTION TO EX157ING APPROVE-D CONNLCrIOr; BUILDING. BOTTOM REINFORCEMENT SHALL BE LOCATED A MINIMUM OF 3 SHALL BE AIR—ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE D. CO INCHES ( 76 MM ) CLEAR FROM THE BOTTOM OF THE FOOTING. CONCRETE SHALL BE AIR—ENTRAINED. TOTAL AIR CONTENT ( PERCENT BY VOLUME OF CONCRETE ) TO NOT LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. SEE SECTION R402.2 FOR MAXIMUM CEMENTATION MATERIALS CONTENT. FOR GARAGE FLOORS WITH A STEEL TOWELED FINISH, REDUCTION OF THE TOTAL AIR CONTENT ( PERCENT BY VOLUME OF CONCRETE ) TO NOT BE LESS THAN 3 PERCENT IS PERMITTED IF THE SPECIFIED PLUMBING ICI 5 E R COMPRESSIVE STRENGTH OF THE CONCRETE IS INCREASED TO NOT LESS THAN 4,000 PSI 6 _. NTS STEP FOUNDATION FR.OI,T EXISTING UP TO NEW AT 2' 110PIZONTAI TO I' VERTICAL MAY SLOPL. BOTTOM OF NEW`= OF!NG TO R,F MIN. 3G" BELOW FINISH GRADE 25'-7" - - -- -- -- -- - - -- -- - - - - - — — — — — — — — — — — — — — — — — — — -- -- - - - - - - — — — -- - TIE NEW FOUNDATION WALL TO EXISTING WITH (3) #4 I I Fr_ 14'- I REF3AR.X 12" LONG EQUAIIY I � -- - - - - - - - - - - - - - - -I i — — — — — — - - - - - - - SPACED (TYP4 LOCATIONS). — �! �- - - - - - - - - - � I 7-10" _ 7'-2" I I PROPOSED I : 301G <- I I CRAWLSPACE V/ 2-2XG _J I 0"Tl IC';F'OU:,_D CONS TL - - - --. - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - — — I _ I FOUNDATIONb4'A;13500P51 I I f = —I-- - — — — — — — — — — — — — - -� - - - - - - - - - - - - - - - - - - - -I I — I 8"x ,4," PouRED F , I I CONCRLT_ FOOTIN( 'WM 2X4 1'EYWAY AND (4) o #4 REB,AR EQUALLY SFAC-D AND 3"I NEW ACCESS DOOR SPACE _ I OFF 8TL 0OM. 3500 PSI CONCRETE �I I I v SAW CUT EXISTING FOUNDATION 0 WALL FOR NEW 3'-0' OPENING WITH NEW 2-2X8 11DR I a Y' 21 I PROPOSED I I I I I PROPOSED 14" BASEMENT I I 0 —_ — — — — —1 I GARAGE SLAB • • I : I I � I I I .• I I I N N 3"O STEEL COLUMN ON NEW 12"(�X3G" DEE 41 POURED CONC Fo iING 4 4 - 12"X 12"X 1 2" DEEP FOOTING I J THICP, POUF.ED CONCRETE SLAB W/ GXG WM/M — 500 P51 OVER G" 5TOrJ!- AMD VAPOR `3ARRJER NEW 2 2X8 G O i I 3-2X8 GIRDER 3-2X8 GIRDER I ALL STRUCTURE IN EY15TING I GIRDER ACQ I BASEMENT TO REMAIN N N I - � I I I N I I �"cizrva=r 8" THICr\POURED CONCRETE — — -- — — — - F FOUNDATION WALi_ 3500 P517Z I J L_ 8"X I G" POURED CONCRLTL I I z `4p, FOOTING WITH 2X4 KEYWAY AND (4) STR NGERS I I DEPRESS FOUNDATION I . I EXISTING I I ( °��' i�c7 , . I I ® I ( WALL AT ALL oPLNIrJGs I �. cjr��,� , �I I #4 REBAR EQUALLY SPACED AND 3" BASEMENT I i I I I IA1s O ox I I OFF BOTTOM. 3500 P51 CONCRETE I I — — PROJECT I I r o I I i I - - — — — — — — — — — — — — — — — — — — — - - -- I . I I VIVINETTO KEOIDENCE _ _ _ - _ _ _ _ i ADDITIONS * ALTERATIONS - - - - - - - - -- - - - - - - 2' X G' ACQ LEDGER BOARD LAG BOLTED I 2595 WELLS AVE TO BOX J015T $- INTO EXISTING JOISTS I I 7-1" 23'-0" �* WITH 1/2 0 X G LONG GALVANIZED LAG S O U T N O LD NY 14' I t SCREWS a EVERY I G"O.C. L — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - _ J =—T 2X12 - - GEI - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 12r — b q u v 2 X G J015T5 ACQ @ G" 2Y 12 x N O.C. ATTACHED WITH 2X 1 2 - _•Lj5T7NlGER I 0 _u 51MP50N JOIST5 f(ANGERS I STRINGERL-_ O w O - z @ — cv 2XI2 — _ _ _ — — 2XI2 =TRINGER GTP,INGER _ 125 i 6 F��L N N U N N NLLJLLJ ----------------------- O G N v' - L _' C� — z X — z X X - nNIA XI- Nlc% NIF I xIN NIa/ NIA, ✓� H N C l F-- f— N � F— F— N �• c_ bps Al 5' 0" 3' G" 3' G" 3' G" 3'-G" 3' G" 3' G" 3' G" 3'-G" 5'-0" `^ WA FOUNDATION PLAN S 06�- A-002 . 00 5 SCALE: %41'= 1 '-0" EXISTING RIDGE 2 X 12 LAY FLAT NEW CONTINUOUS O SEE RAFTERS RAFTER 2 X 6 ROOF RAFTERS ELITE DRAfTING � 0 EXISTING RAFTERS RIDGE VENT r DETAIL ON LAST SHEET NEW 2-2X8 @ 16" O.C. / 2X8 RIDGE - / C520 I G"O.C. HOME DESIGN5 INC NEW 2 X 4 RAFTERS @ 16" O.C. 2 X 6 LEDGER 2 X G ROOF RAFTERS W/6 8d EA. END SEE RAFTER CLIP DETAIL G3 1 -4 5 5 - 1 G4 2 NEW 3-2X8 TRIMMER- NEW 2 X G RIDGE 2 X 4 CEILING JOISTS @ I G" O.C. — ON LAST SHEET -@ ` DRIAN COLLIN5 , P . E . 1. - - -a 1 .� 59 WILLOW STREET SEE RAFTER CLIP DETAIL GARDEN CITY, NY, 11530 o ON SHEET LAST SHEET �ijI �. TEL:(5 I G)74 1 -0053 — it FAX:(5 I G)74 1 -0053 2-2 X G BLOCKING L i NEW 3-2 X 8 HEADER ACQ NEW 2-2X8 L PROPOSED PROPOSED NEW 3-2 X 12 HEADER ACQ ENTRY NEW 3-2X8 TRIMMER `v BREEZEWAY1 :1 I ,,.5EE POST TO HEADER ` DETAIL ON LAST SHEET NEW G X G POST ACQ SEE LEDGER DETAIL ON NEW 2 X 8 FLOOR DETAIL ON LAST SHEET LAST SHEET SEE PORCH DECK CONNECTIO EXIST � �s s JOISTS @ I G" O.C. / ` SEE LEDGER DETAIL ON NEW 2-2X8 GIRDER ACQ ® 000 e � LAST SHEET = ------- - -- ---- -- i '� — /.� ` NEW 2 X G FLOOR 000 @ I G" O.C.040 L J 000 SEE PORCH DECK CONNECTION DETAIL_ ON GRADE / LAST SHEET -_ --, ---i —1 11=j 1=1 11=1 L J\ RAT SLAB pp �� NEW4X4 POST ACQ ISOMETRIC DOG MOUSE 1=I\f-1M I NG = 8" THICK POURED CONCRETE m m WITH 51MP50N POST • I° NEW 12"OX36" DEEP BASE AND CAP SCALE: NT5 • • ° A FOUNDATION WALL 3500 PSI NEW 2-2 X6 GIRD �^' �`- EXIST ° a• 1 .o 8" X 16" POURED CONCRETE - POURED CONIC FOOTING NOTE: FOR ALL NEW ROOFS FOOTING WITH 2X4 KEYWAY AND (4) EXTEND RUBBER ICE SHIELD (SELF ADHERING FOYMER d #4 REBAR EQUALLY SPACED AND 3" MODIFIED BITUMEN) FROM EDGE OF EAVE UP ALONG SHEATHING TO A MINIMUM 24" HORIZONTAL DISTANCE OFF BOTTOM. 3500 PSI CONCRETE FROM THE IN51DE OF EXTERIOR WALL. APPLY A5TM D —NEW 1 2"OX3G" DEEP ROOF SHINGLES: 22G, TYPE I , OKA5TM D 48G9 UNDERLAYMENT POURED CONIC FOOTING BREEZEWAY SECTION ATTACH 5ELF-5ALING ASPHALT ROOF SHINGLES TO ROOF SHEATHING WITH (4) 12 GA., FASTENERS CONFORMING TO A5TMAZED F 1I GG7.T(FOR EAVES PORCH 5 ECT I O N SCALE: 3/g"= I '-0" 20' OR MORE ABOVE GRADE: (G) FASTENERS). NEW CONTINUOUS ROOF SHINGLE UNDERI_AYMENT: RIDGE VENT r— — —SEE RAFTER TO RAFTER SCALE : 3/8"= I '-C�'l DETAIL ON LAST SHEET EXTEND RUBBER ICE SHIELD (SELF ADHERING POYMiER MODIFIED BITUMEN) FROM EDGE OF SAVE UP ALONG I C520 I G"O.C. SHEATHING TO A MINIMUM 24" HORIZONTAL 2X 12 RIDGE / WIG 8d EA. END DISTANCE FROM THE INSIDE OF EXTERIOR WALL. APPLY ASTM D 22G. TYPE 1 . OR ASTM D 48G9 r �— m 2 X 10 ROOF NEW CONTINUOUS UIJDERLAYMENT. AS APPLICABLE PER BELOW: - —SEE RAFTER TO RAFTER 0 RAFTERS @ 16I O.C. � RIDGE VENT � DETAIL ON LAST SHEET FOR ROOFS > 4112 FITCH: APPLY ONE LAYER IN 12 / SHINGLE FASHION OVERLAPPING BY 2" M!MMUM. G" O.C. DECK, 2X 12 RIDGE J - - / C520 16 O.C. NEW 112" EXTERIOR PLYWOOD. (SEE CONNECTIONS r. �- � WIG 8d EA. END DETAILS SHEET FOR FASTENING REQUIREMEN'T5) NEW 8 R-25 BATT INSULATION MAINTAIN I " AIR GAP ROOF SHEATHING NAILING: o FASTEN 112" EXTERIOR PLYWOOD TO RAFTERS USING (G) 8D NAILS AT 12" O.C. EXCEPT AS FOLLOWS: \' INTERMEDIATE NAILING (NON PANEL PERIMETER) SHALL \ BE NAILED AT G" O.C. WITHIN 48" OF RIDGES, EAVES, 2 X 10 CEILING/COLLAR TIES AND GABLE END WALLS. AT GABLE END WALL FRAMING SPACE NAILING AT 4" O.C. MAXIMUM @ I G" Q.C. WITH (2) 5/(5 THRU-BOLTS AT EACH END NEW 2-2X4-- \ NEW 1 /2" GYPSUM WALL PROPOSED TOP PLATE - BOARD TYPICAL ALL o NEW SOFFIT CONSTRUCTION (TYPICAL): WALLS AND CEILING MASTER BEDROOM 4" ALUMINUM GUTTERS AND LADEK5 OVER IXG WOOD _ SEE RAFTER CLIP DETAIL FASCIA BOARD. VINYL PERFORATED 50FFIT VINYL PANEL 2 X8 CEILING/COLLAR TIES ON LAST SHEET _ SEE FLOOR TO FLOOR @ 16" O.C. WITH WALL CONSTRUCTION (TYPICAL): NEW 1 -2X4 r STRAPPING DETAIL ON \ / 14 RIM JOIST � THRU-BOLTS AT EACH END / VINYL 51DIrIG RATED FOP. I 10 MPH WINDS OIL AIR 50LE PLATE / LAST SHEET INFILTRATION HOUSE WRAP OVER NEW G" K- I A T 112" CDX EXTERIOR PLYWOOD ON 2X4 STUDS AT I G" \ 9 B T INSULATION O.C. WITH 3 112" R-13 BATT irI5ULATION % i MAINTAIN I " AIR GAP M CATHEDRAL CEILING r PR(_iL 1 PROP05ED LIVING ROOM VIVINETTO RESIDENCE 14" TJI 560 SERIES WOOD j I-JOISTS @ I G" O.C. ADDITIONS ALTERATIONS 5EE ANCHOR BOLT PROPOSED NEW 2 X 8 FLOOR /� DETAIL ON LAST SHEET 2595 WELL5 AVE SEE ANCHOR BOLT JOISTS @ I G" O.C. j SO UTH O LD NY I ST F.F. j 2 CAR GARAGE / DETAIL ON LAST SHEET / ® - _ r ; -t r J NEW 2-2 X 8 GIRDER I GRADE GRADE GRADE GRADE —1 =1 11=1 I I—III =1 I—III I—i'' -1 11=1 ,• =i I I 1=1 I I—III—I 1- 11 11-I 1'— -1 I I-1 I II•• I• 1=1 I I—III-1�'-- 1-111 illl; 1 _Ill it PROP05ED SEAL 51GNATUF'r 4" THICK POURED CONCRETE SLAB W/ GXG WWM a c7 DAIF: 0 1 -25- 1 G 3500 PSI OVER G" STONE AND VAPOR BARRIER 8" THICK PO)URED BASEMENT PF CONCRETE off, ��.�Ecr r,l��: �_0 1 G-o2 Of 8" THICK POURED CONCRETE _ FOUNDATION WALL 3500 PSI 4 THICK POURED CONCRETE SLAB 3500 PSI " �Q�P `i,. 0-1l' P-Y: 13c FOUNDATION WALL 3500 PSI -- 8" X I G" POURED CONCRETE --. . --- - — fit FOOTING WITH 2X4 KEYWAY AND A) #4 REBAR EQUALLY SPACED AND 3" � ��37 GARAGE ADDTION SECTION OFF BOTTOM. 3500 PSI CONCRETE — 3 . 00 I 0 5CALE: 3/8 - I -0 LIVING DOOM SECTION I I SCALE: 3/8"= I '-0" ELITE DRAfTING 0 HOME DESIGNS INC 63 1 -455- 1 G42 BRIAN COLLIN5 , F . E . 59 WILLOW 5TREET GARDEN CITY, NY, 1 1 530 TEL:(5 I G)74 1 -0053 FAX:(5 I G)74 1 -0053 TOP OF ROOF _ ELEV. +23'-4" — - TOP OF ROOF - - ELEV. +20'-8" - - - - - - -- - - F-1 ■ — _ _ TOP PLATE - --T - - I -- -I—r — - - STOP PLATE - -- - - - - - - -- - - - - -- - _ ELEV. +10'-8" _ _ 2ND FF ELEV. +10'-0" TOP PLATE - n i ELEV. +8'-8MM � �= I`J�—�I III ❑ ❑ I 1ST FF L- D pop uuud- _ _ 1ST FF_ ELEV. +2'-8" ELEV. +2'-8LH p nop Rn GRADE ELEV. 0.0 FRONT ELEVATON 1 2 SCALE: %"= 1 ' O" +y ax; r, a' op rt, o - D _ 70NING BOARD OF AP=I='c ALS PROJECT D VIVINETTO RESIDENCE D ADDITIONS � ALTERATIONS � � D 2595 WELL5 AVE � o D SOUTHOLD NY HODS 0 D H A � F ->-02 / f•�or9,',�'�`J lc� Ill': C, FRONT ISO °f �� '� 1 3 - �' c !I E;\, F'C SCALE:NT5 l J` REAR 150 � �� / :`dC� i'o: �� }yea 5CALE:NTS ® F � A-004 . 00 - H-URICANE CLIP @ 16" O.C. NAILHIM U 100 M D OUN L 1/2"0 TABLE R301.5- MIN. UNIFORMLY DISTRIBUTED LIVE LOADSEl BOLTS THRU o Y2"O LAG C (IN POUNDS PER SQUARE FOOT) LIVE LOAD NAIL SPACING ELITE DRAFTING C JOINT DESCRIPTION # OF COMMON NAILS # OF BOX NAILS L � SIMPSON BOLTS @ 16" EXTERIOR BALCONIES 60 1" SII'VPSONW/6-16 1NAI W/ DOUBLE JOIST HGR. HOME DESIGN5 INC DECKS 40 ROOF FRAMING 2 0 LAG. BOLT W/6-16D NAILS @APOSDE(ONE HGR. @ 16" @ 12" O.C. RAFTER TO TOP PLATE (TOE NAILED) 3-8d 3-10d PER RAFTER 63 I -4 5 5 - 164 2 FIRE ESCAPES 40 SIMPSON AB44 STANDOFF POST BASE SIMPSON CEILING JOIST TO TOP PLATE (TOE NAILED) 3-8d 3-10d PER RAFTER - W/6-10D NAILS PASSENGER VEHICLE GARAGES 50 STRAPPING @ 16" CLG. JOIST TO PARALLEL RAFTER (FACE NAILED) 5-16d 5-40d EACH LAP -- - 5/8" ANCHOR BOLT ATTICS WITHOUT STORAGE 10 LUS210 SI M PSON SIMPSONSON BOLTS Y LAG 15RIAN COLLIN5 , F . E . GRADE: A. SIDE CLG. JOIST LAPS OVER PARTITION (FACE NAILED) 5-16d 5-40d EACH LAP U210 BOLTS @ 16" ATTICS WITH STORAGE 20 HGR. @ 16 U210 - COLLAR TIE TO RAFTER (FACE NAILED) 3-8d 3-10d PER TIE HGR. @ 16" 59 WILLOW STI��ET ROOMS OTHER THAN SLEEPING ROOMS 40 LUS210 BLOCKING TO RAFTER (TOE NAILED) 2-8d 2-10d EACH END GARDEN CITY, NY. 1 1 530 SLEEPING ROOMS 3o PORCCRAETECGIRDC CONNLCTO_NCC�IL RIM BOARD TO RAFTER (END NAILED) 2-16d 3-16d EACH END - __--_ . ._.-_—__._ ____________ _ .. . - _ _ _ STAIRS 40 _ WALL FRAMING / PORCH/DECK/HOUSE CONNECTION DETAIL PORCH CECK/JOIST_CONNECTION DETAIL �.t.�. T�I_:(5 16) �4 i -0��,,053 6-10D TO LEDGER n.t.s. n.t.s. I=AX:(5 I E) / 4 1 -'0053 GUARDRAILS AND HANDRAILS 200 TOP PLATE TO TOP PLATE (FACE NAILED) 2-16d 2-16d PER FOOT 6-10d TO STUD TOP PLATES AT INTERSECTIONS (FACE NAILED) 4-16d 5-16d JOINTS - EACH SIDE NAILING & S RAPPING @ EX IERIOR WINDOW/DOOR HEADER TABLE R301.7 - ALLOWABLE DEFLECTION OF STUD TO STUD (FACE NAILED) 2-16d 2-16d 24" O.C. "SIMPSON - CSC (COILED STRAP) STRUCTURAL MEMBERS LIVE LOAD HEADER TO HEADER (FACE NAILED) 16d 16d 16" O.C. ALONG EDGES L 180 BOP BOT. PTE LATE FLOOR, BAND, OR(END ENDNAILED) SEE TABLE 3.5A SEE TABLE 3.5A PER STUD A��lJl oU RAFTERS HAVING SLOPES GREATER THAN 5/12 WITH NO I\ - ---- FINISHED CEILING ATTACHED TO RAFTERS. _ r�� BOLT FASTENING SCHEDULE �3 BLOCKING (FACE NAILED) 2-16d 2-16d PER FOOT I��.JL I SPECHCA i ION INTERIOR WALLS AND PARTITIONS N/180 FLOOR FRAMING ROUGH OPENING FRAMING REQ'JIEREMENTS FOR WINDOW OPENINGS FLOORS AND PLASTERED CEILINGS L/360 JOIST TO SILL, TOP PL. OR GIRDER (TOE NAILED 4-8d 4-10d PER JOIST [IN ACCORDANCE WITH WOOD FRAVE_ 12' MAX 12 MAX ALL OTHER STRUCTURAL MEMIBERS L/240 -- - - ------- - CONSTRUCTION MANUAL 2001 EDITION I BRIDGING TO JOIST (TOE NAILED) 2-8d 2-10d EACH END -�' EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 BLOCKING TO JOIST TOE NAILED 2-8d 2-10d EACH END MIN 6" MIN A NOTATION ( ) ROUGH A B C D E f EXTERIOR WALLS - WIND LOADS WITH BRITTLE FINISHES L/240 BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3-16d 4-16d EACH BLOCK oPNS EXTERIOR WALLS - WIND LOADS WITH FLEXIBLE FINISHES L/120 LEDGER STRIP TO BEAM (FACE NAILED) 3-16d 4-16d EACH JOIST < z Q D 2'-0" 2 1-2" x 4" 1 1 1 1 JOIST ON LEDGER TO BEAM (TOE NAILED) 3-8d 3-10d PER JOIST BAND JOIST TO JOIST (END NAILED) 3-16d 4-16d PER JOIST N E 4'-0" 4 1-2" X 4" 2 2 2 2 BAND JOIST TO SILL OR PLATE (TOE NAILED) 2-16d 3-16d PER FOOT q 5 �J` e 2-2" x 4" /8" A!I .FIOR BOLTS C 6'-0" 6 —oR—, 3 3 3 3 CD 1-2" X 6' m 2-2" X 4„ @ 2'-8" O.C. N 8'-0" 8 1-2R x 6° 3 3 3 3 ROOF SHEATHING STRUCTURAL PANELS 8d 10d SEE DIAGRAM F 10'-0" 10 2-2" X 6" 4 4 4 4 I U. 1. MIN. 7" EMBEBIVIDNT INTO CONCRETE CEILING SHEATHING 12'-0° 12 2-2" x s" 5 4 5 4 GYPSUM WALL BOARD 1/2" DRYWALL SCREWS 1/2" DRYWALL SCREWS 7" EDGE - 10" FIELD W/3„ SQUARE WASHERS AND END NUT SETUP WALL SHEATHING �''' NOTATION: STRUCTURAL PANELS sd 10d SEE DIAGRAM 2. ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR ` OR REPLACED BY HOLD DOWNS FOR SHEARWALLS A- NUMBER OF 8d NAILS @ EA. END OF STRAPPINGS (TABLE 3.7, P. 1�/) & (TABLE 6A PAGE 316) GYPSUM WALL BOARD 1/2" DRYWALL SCREWS 1/2" DRYWALL SCREWS 7" EDGE - 10" FIELD 4 " B- NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) (TABLES 3.23B, P. 193) C- NUMBER OF HEIGHT E OF DER 93) STRUCTURAL PANELS 1' OR LESS 8d FLOOR SHEATHING 6' EDGE - 12 FIELD ° D- NUMBER OF 16d NAILS. ENDNNAILEDSTHROUGH IDDJACENTA["ING STUD TOEND OF 1 A 3. 1 ANCHOR 901 T IS TO BE LOCATED BETWEEN 6 MIN. Ij '�, TO 12 " MAX. FROM ENDS OR CORNERS °° � � � � F HEADER STRUCTURAL PANELS GREATER THAN 1" 10d 16d 6" EDGE - 6" FIELD @ EA. SIDE (TABLE 3.7, P. 157) & (TABLE 6A PAG^ 316) I I - ° E- NUMBER OF JACK STUDS @ EA. END OI- HEADERS (IABLES 3.22F, P. 191) ASSUME DBL. HDR. F- NUMBER OF 16d NAILS END-NAILED THROUGH ADJACENT JACK STUDS TO END OF SILL(S) I I � I `� ,'r-.--__--_-- ----------_-.__-_--_--.------------•\ @ EA. SIDE (DOES NOT APPLY TO DOORS) (lA(3LES 3.8, P. 151)°>r (IABI_E 6A PAGE 316) I I ALL STRAPPING TO BE 1 4" x 20 GAUGE STL * ° ° "SIMPSON" EQUIVALENT - CS20 (COILED STRAP) I ° I � i I If� � RAFTER HIP RAFTER I- - I �\\ HEADER y HIP JACK RAFTER ,' 1))1 ROOF SIMPSON AP/4 ROOFI(,`� �� I RAFTER BRACKET FOR SHEATHING \ TAIL RAFTER i oC��C., i ( 4x4 POST OR 3-2" °° DOUBLE TRIMMER RAFTER -__ VALLEY NAILER � i TOP PLATE BEAM ' LTS12 SIMPSON H2.0 I ° I DORMER RIDGE ' 5-8D TO RAF TER AND __2-1 2 GALVINIZED DOUBLE �'� � � GRADE ° ----------- / 5-8d TO STUD \ HEADER ,_1_ MTS12 I -- — \\ i ® I UPLIFT = 335# CARRIAGE BOLTS DORMER RAFTER ® ' ° ° 1/2" x 16" LONG STEEL I Sirnpson Strong-Tie I � i � I I HP I JOIST I ANCHOR BOLT I I ° � I Simpson Strong-Tie I FASCIA ---- i H'.,, .333 DOUBLE - -----_____ I PS418 I ° CONCRETE PIER HEADER CAP PLATE -------- ------- ------- - ----- --- -- -- - ---' 4° FOOTING TWO 2X4'S ------------------------------ -- WOOD OR STEEL �� WALL STUD ( I BRACING l STUD CUT I SHORT HEADER \ RAFTER HURRICANE TIE Use every other nail hole LENGTH I SCALE: N.T.S. in a row to provide the I \ ° code-re C ed minimum �_ PLYWOOD q END t SUBFLOORING center-to-center ' LENGTH 2X4 r spacing for nails JOIST SOLE I PLATE ' LSTA 18 STRAP WITH 14 10d AT EACH FIRESTOP j F RAFTER HEADER CLEAR / I LSU26 WITH 6-10d TO RIDGE BEAM SIMPSON BCS2—C4 SPAN DOUBLE ' PLADE AND 50 1/2" PROVIDE STRAPPING JOIST I �' I POST CAP CAP PLATE ' I 10d TO HANGER o AT ALL STUDS j - TWO 2X4'S I I LEDGER � ' USE 6-16d COMMON CARRIAGE T \STUD I � � i /¢ ° I ` NAILS EACH SIDE @TOP END CRIPPLE I RAFTER— (,L� Provide minimum ?" LENGTH I DOUBLE DOUBLE HEADER �� ¢ ' OF BRACKET a �' k I r i Ci r I end distance I HEADER ' Equal nurlloer of PLYWOOD .F „ r s ecified nails --- -�- --% ' i NAILS EACH S'DE @ ` ( q 2X6 SUBFLOORING _ r L,SF 3-16d COMMON I pin each end _ I ,�'� SILL FLCOR JOIST i �' � I _ � I Simpson Strong Tie PLATE - - ° ° I `� - ' CS Coiled Strap FIRESTOP I c' iU�t '' y?hC� I\ �(�' I i' SILL - --- i HC, TOM OF BRACKET KF_T gyp, ► O � OF eyt.;,�At S Sir on Stroi., Tit ------------------------------------------ i � I p, I I _ 4„xA" POSTS HEADER I —STEEL BEAM RcwB , --------------------------------------- ----------------------------- - -' -_ 1/2' ROUND PROJECT hl ANCHOR'-0" O.C.OMA (2 STY) - ------ - - --- WOOD BRACING --STEEL OR - -------Post size by -- --- ----- ----------\ SCALE: N.T.S.RAFTER -10 RIDGE Cc�NNECTION RAFTER - 'MPSON STRONG TIE ( \ 1 i \ HURRICANE TIE MODEL NO. H3 3' 8 O.C. MAX (1 STY) - V I V I N ETTO RES I D E N C E Designer I HDU --- ° ° TOP PLATE ADDITIONS � ALTERATIONS FOUNDATION WALL ')IMininun of CONCRETE OR MASONRY ' �' i ° ° i I o seven bait '' ' ` HDU5 I ®I� I a ° 2595 WELLS AVE l ads. This to ° 50 UT1�1 O LD NY I achieve table I �' ell I Threaded Studs fonds, This I 1/2" ANCHOR BOLT N � I ° (HDU2, HDL18, � I ®I I Rod I distance is CONCRETE FILLED MASONRY. o HDU11, and IHDU14 designed into 2'-0" O.C. MAX 2 STY ,' 0 ° F-- ®I ° ° holdown. 3'-8" O.C. MAX �1 STY ,' ° similar,) ® ° Floor Jois Distance may he ' Increased without i' PLYWOOD SHEATHING AT ° I o TYP. HURRICANE TIE DETAIL affecting I-------------------------------- CORNER BRACES FRAME, Preservattive-treated barrier I NOT TO SCALE - toad capacity, I OTHER SHEATHING MAY i ° I Install provided the , I o may k;c required for � I I °° BE NON-STRUCTURAL connectors in contact with ' ° I Washers anchor nu, is I �, I � I I not over-torqued,squed, ° reservattive-treated wood ' e NOTE- ALL FRAMING DESIGNS BASED ON: I which could split ' �, I .: I p I I I the stud, °° AMERICAN FOREST AND PAPER ASSOC. (AF&PA) ONE- Simpson Strong-Tie WOOD FRAME CONSTRUCTION MANUAL FOR GS HDSA j I °�,-° °° AND TWO-FAMILY LTO FOLLOWNTHE(GU DLINES SET SEAL SIGNATI.Ip E - _. u I I orl o'. ,"' . \ -_----------------------------___---_---- FORTH IN THIS MANUEL AND REFER TO CHAPTER 3 I 01 OF THE MANUAL. 201 G-02 I _ I PROVIDE STRAP ANCHORING Simpson Strong-Tie `� i THE ARCHI-IECi SHALL NOf HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE � �`�E�,� " � CNW I AT ALL WOOD STUDS RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, DEVIATIONS TECHNIQUES, Dh F,, . C , TABLE R 3 (�1 2 ( 1 ) — CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA _ _ ___ ________________ AROUND THE SILL PLATES SEQUENCES, PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN C�1` 3C ---- -------- -- ---- \ i r 4 . 4' CONNECTION WITH THE WORK. ALSO FOR ANY SUB-CONTRACTORS OR ANY OTHER " ' ' GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM ICE SHIELD — PROVIDE STRAP TIE UP ON INSIDE OF STUDS PERSONS PERFORMING ANY of THE WORK OR FOR THE FAILURE OF ANY OF THEM o UNDERLAYMENT FLOOD HOLDOWNS AT ALL CORNERS SNOW DESIGN TO CARRY OUT THE WORK IN ACCORDANCE WIfH THE CONTRACT DC,CUMENTS. FROST LINE REQUIRED HAZARDS ANCHORS FROM FOUNDATION LOAD SPEED (MPH) CATEGORY WEATHERING TERMITE DECAY ONLY n ,L DEPTH UP TO WOOD STUDS THIS PLAN IS APPROVED ONLY FOR THE WORK INDICATED Ow THE APPLICATION SPECIFICATION SHEET. AIL OTHER MATTERS SHOWN ARE NOT TO BE RELIFD UPON, 905.2.7.1 D MOD. TO SLIGHT TO OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACi;ORCANCF 1NFiF', a °:, . -7A-00 ° �o 20 110 MPH EXEMPT SEVERE 3 —0 HEAVY MOD. YES NSA APPLICABLE CODES. A�� SURVEYED FOR:RALPH VIVINETTO & ANTHONY VIVINETTO LOCATED AT: SOUTHOLD,T/O SOUTHOLD,SU FF.CO.N.Y. LOT: IS DESC. 2-5�llaa o O MAP OF: AS SHOWN ° 'O SCALE: 1"=40' - S.C.T.M.# 1000-070-04-017 x �a 00, mama N6 �cpF��59 o ao 0 1 v '✓ Cmd O 6g 00 z O = QF N& Str AOA's e• �i. 0 AMENDED - 5-21-2015 FINAL 3/2/2015 O ; �� NN FILE NO.47961 7- v^ LAND 5JP r� �2 WILLIAM R.SIMMONS III,L.S.P.C. 7L - 128 CARLETON AVE.EAST ISLIP,N.Y.1173dlV PH. 631 581-1688 FX. 631 581-1691 DATE 2/6/2012 SCALE 1"=40' DRAWN BY BOARD MEMBERS of SO Southold Town Hall Leslie Kanes Weisman,Chairperson �* y® 53095 Main Road•P.O.Box 1179 ti0 l® Southold,NY 11971-0959 Eric Dantesic Office Location: Gerard P.Goehringer Town Annex/First Floor,'Capital One Bank George Horning 0 ^�yQ 54375 Main Road(at Youngs Avenue) Kenneth Schneider �yCOUNT`1, Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 April 22,2016 Ralph and Joan Vivinetto 821 Bowling Green Drive Westbury,NY 11590 RE: ZBA Application#6939 Dear Mr. &Mrs.Vivinetto: Transmitted for your records is a copy of the Board's April 21,2016 Findings, Deliberations and Determination,the original of which was filed with the Town Clerk regarding the above variance application. Before commencing any construction activities, a building permit is necessary. Please be sure to submit an application along with a copy of this determination to the Building Department. If you have any questions,please call the office. Sincerely, Vicki Toth Encl. Cc: Building Dept. - MATCH_ Cf/ �/ 3 L2A rnJzq Gym le) 7 >u• mrM ��bRyD l3j2,38.7�J fP V, b3 9 t R� o•av 9 '6�a -47 24 RD U 4 �fy 7 29 7 40 ` m 5a 1 $ r inrbj 1.4A(c) D 461 15A(c) 453 +f`J /�� _� 4��• ® �LlJ 79 \ ® S 42 C 455r 117q) � �' I A lwl 6 ,sT 70, oa 0, �,p g m ��a,. 15 1 au ,_ �, 9'°'F✓� /�^ 15 13 Inl 'L1pP4''ryb 10 µ 9 Lai 7 ° 3 i+g I.l 19 10 19 13 n 1912 19 11 ^ 19 4 26 2 28 1 1A(c) 1 CA(e) m .v+ n + m,y 28 Y m ISD n �\ ,roDm 10 � ,a S 211 •9�� I,l m� � ./ ,a r �' B 1.12 13 14 _I- 75 16 17 18 19 1 3A(0) - m 1 OA(c) 1 OA(c) ¢ 1 a R t 2A(C) 12A(c) y /a• '�_' ' w .. Oe'ss 23 /„ '° o a� '� ml 49 �. ,a aC .1 Y1 �II15 16'182 2 TOWN OFSOUTHOLD - ag mma 119 19� yop �a HWl1 .� GR6k T� +•0 � sT 'Ilk 97A(c) NFuiEPwnTE�+ueml q� a + P �� 51" o y .1g1 541 $ C 17 a ,• 3 a 3,>° a.__ w,. 'm' ,°m ,u�m ,m• 49 4- 14A1c) - u�5 n . S � '°° 2 pa m ,w`j6 8 � 2p p A ,� � m 311 II rn ,m ,w _ 1 31 1 M y A(C) _ (m6 's CTR ISQI m8 z, u ,n• Su °mtb ,s+m79- 43.S ,6•a 's 44 1,w6 3 Ii b 40 41 12A1c p47 391 x 33 m, 38 1 OA(c 1 WC 1 1A(c m ,w e8 's ,a <,• , :a (4» 1 3A(c)x35 3 35 4 '6 1 t$s ,•°9 V o 62''; V ,p ➢m 1 ,ns ti "' 2A L a mg2� 8 8,m a , ,. n 41 a ° w) s 9 v ,m n° 3 ,w ow " a vm o°l 12 NECK , 1 2 c �$ „P +w 810a TFP" Ly�1 ,p - 15 T 1 4Al) ',g ,m 11 .o° 0 312 '4 A' 19 21 G 8 ,s° ,°° °• �. w 16- ,5° s Y .,'S ml $10 18 20 m o g 12 m 41 lan "l rn 30 'Ial 1p tnl '+. 1a m y 18 43 „° 'I•I rn @7 :A ,m • 4 li, .23 17 16 Pl^` n»a,�1.0 �ra"••1 1y sP s®3a 3 0 25 24 O,1 CUSTER 45 10 n 1g o34` IV m 32 33 34 S c 20 wIC ua 25 m$ nne 30 N P 39 1t 8 F ml ma's p0 p0 a S 18 ' NO a e^ Op,I°� 0 s w 19 'T' 33 ,w in 44 21 (m 24 p4 Ia51 ti un a-� 47 g - 21. $ 12 � � � � x "s- � v g � ,pml � �e 48 8 �$ ,oat A •`a6 Sg u 40 39 38 3 37 36 35 m 22 an -(Nl 233,. 1 rn110 CLEARVIEW o ,m ,s ,° m & AV 32 ml mI ,m " a ,sa a 3p rmI r• ,m p' on . ,T° m) w 43 c 64 IRS 3 62 ,u �m ,m a ml � � m e 59 58 `m � 52" 51- 50- s 15 w �' ' i• wl �'=S.by '57 c mf 44 c z , Sm wl _ 45 '^' m , "' 1 (' a y816TOWN OF ,cF-- ,o m" m^ In ^ M1 S7 a a 283 c m291 292 Iro� O p sounloLD65 1 67 u a el I I a 26'. 27 28 2 28 4 1 0A(c) u a 0 N MATCH y 3 ml aml 45 6 12A v4 TTHIOLD 'J• PD O S 621a 1 1 n•l `•� Nwy v o I IoII \ I 'HopF1YF .t q, �• - NOTICEy r 'COUNTY OF SUFFOLK suwm rtvuv,•m —sp,—— Me•N mine une ——N—— p waNc nsTac Fuv omna u,. ——F—— P•Iw•nvm.,Tw ——R— �e rs SEVER Who MAINTENANCE ALTERATION SALE OR �,d Real Property Tax Service Agency SCHOOL —1-- PRE 2P HT—' DISTRIBUTION OFANY PORTION OF THE r^; County CenlSf LE IN F catl,N Y 11901 ura,r 43 -TER SUFFOLK COUNTY TAX MAP IS PROHIBITED �'0 7 xao °SCALE IN FEET aW RENse WITHOUT WRITTEN PERMISSION OF THE •Y, � yy pin Os°uwe _—p-- e..+nm Omm Lua--Yax-- AVB wuTEYArER REAL PROPERTY TAX SERVICE AGENCY — S�crOaMT•w —5--