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Home My WebLink About42527-Z TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL ---QofHealth� SOUTHOLD,NY 11971 4 is of Building Plans TEL: (631)765-1802 - I? tau»g Board approval FAX: (631)765-9502 n 1,S—. e Southoldtownny.gov PERMIT NO. of t 20 .m....� .. ,C.O. plication Examined N„ rmit -- — . rt.r_ eparate, .. "£rd9s4d—ification Form — W 2 7 2(,l)8Sto Water Assessment Form — Contact: Contact: Approved 3 20 S ..; L o e-1A i 11 A-1 � Disapproved a/c_ X15 F�171'le -t SoJtf a 1� 11q-7 -7 1 - — Phone: b 3/- 5-111 - 3 0 -19_ Expiration 20 SO B, . I tactor APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date rA P-tx-n P 20 1 —� a.This application MUST be completely tilled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot,plan to scale.Fee accot'ding to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shal I be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to.the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southld ,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. ignature of applicant of ame,,if a corporation) Mailing address o applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises 1^o rrL-i .e.. kA A-,3 (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: A__ House Number Street r„ ZHzjrnlet County Tax Map No. 1000 Section 61 tri°rBl.o,ct3 Lot Subdivision Filed Map No. Lot. 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition _Alteration Repair Removal Demolition Other Workc5t e I% 4. Estimated Cost1j,660 (Description) c (T r aid on filing this application) 5. If dwelling,number of dwelling units •& I tbcr of dwelling Ninosch floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify natyxe and extent of each type of use. 7. Dimensions of existing structures,if any:Front tear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth. Height Number of Stories 9. Size of lot:Front Rear Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO 13.Will lot be re-graded?YES NOS Will excess fill be removed from premises?YES NO - 14. ��'c� ypOle ��• ? _ f premises l ame of Architectg� I L�oo,4e ,... o Address`�.lT�� 17frPcc s wai'hone No VG 4'xi Zo a 14.Names of Owner Name of Contractor n Address 4S ,✓maple cva-4- Phone No._I 3t–s--21 3oyQ 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES'&D.E.C:PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO X *IF YES,PROVIDE A COPY. STATE OF NEW YORK) CC1.IN"ry O r SS: being duly sworn,deposes and says that(s)he is the applicant Name of individual signing contract)above named, S)Ile s the O1/il}'L4�1'" (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this — P� day of 201ff No� ,r � "RINA M BORN oC New York .. .._ to Public No.01$06317036 Signature,o cant __ QUOIihed to Suffo*Coa l ammi*Wn EX00S .22,,Lib. Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health De-pt, of water supply and sewerage-disposal (S-9 form). 3. Approval ofelectrical installation frorn Board of Fire Underwriters. 4. Sworn staternent from plunnber certifying that the solder used to system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences,and similar buildings andinstallations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit:Planning Board,Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is dewiest,the Building Inspector shall skate the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessarybuilding$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of(:Occupancy on Pre-existing.Building- $100.00 3. Copy of Certificate of Occupancy -$.25 4. Updated Certificate of Occupancy- $%00 5. Temporary Certificate of Occupancy-'Residential$15.00, Commercial$15.00 Date. 3._VL-1 �r . ...m. .......m. (check one) New Construction: Old or Pre-existing Building: r� Location of Property:� '..�P - House No. Street Hamlet Owner or Owners of Property: L o rte, .. .:. r� -- ... Suffolk County Tax Map No 1000,Section Block��. Lo � t Subdivision Filed Map. Lot: Permit No. ate of Permit.—,—t—.— Applitant: .._ . .._ .... .... ...-. Health Dept. Approval- Underwriters Approval: . ... �. Planning Board Approval: � ....... — V/ Request for: Temporary Certificate Final Certificate: _ (check one) Fee Submitted:$ _ I Applicant s rjna.r co%% A. Russell � ` SUg y Sr MSUPERVISOR A.-NA\�GIENUEMF SOUTHOLDTOWN HALL-P.O.Box 1179 o Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 �rr CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET TO BE COMPLETED BY THE APPLICANT) _ ISS PROJECT INVOLVE ANY OF DOF . THE FOLLOWIlelCy: C (GjEOC ALL MiAT APPLE Yes No E]Ed A. Clearing, grubbing, grading or stripping of land which affects nor than 5,000 square feet of ground surface.EXArc B. Excavation or filling involving more than 200 cubic yards of hnaterial 'within any parcel or any contiguous area. E]M,C_ Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. E:1'0 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. E. Site preparation within the one-hundred-year floodplain as depictedEl[11 s on FIRM Map of any watercourse. 00F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management w Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. stionCsoab above,faslap tum mel epe �dnoaction low with your le If you answered NO to all of the que of a yes Two cop' Stormwater Management Control Plan red to one or more of the please and a co,p eted Check list Form to the uilding� submit Department your Building Permit Application. S-C-T.M. �� APPLICANT: (property Owner,Design Professional, g , , : L)dte. � Agent,Coniraclor,Other) Dlitric[ b� 3 t Ll zv NAME (� �..�' �- Section Block Lot cop �t , e.iwA e, �.�... "..�'"""""�'....•,. 's3" t.0R li�'i�✓l:t�] IDLr,A i N:L { Contact Informatio¢ Reviewed B �.. - _ Date_ . � Work:f antluctron� � pproved for processing Building Perro.t. .`nWControl g nPNmom f wR Required LA red Storr ;ter Managemet .. Control Plate a Psqu,rc�d El D ��"{_m..� _..•.� .. �._ -. .� ... .� (Foaward to Eno,neertng Department for Rev,e-) 9-OPUM SNK V �h ` f Y d 1 � . s 4 '2V, j I y " u .. d .. "s I .✓,q_c° � v zip I ✓yry�.Ud �7 1��.��.2-= AREA=10;093 sq_ft CERTIFIED TO, LORRAINE A. HAEG THE LONG ISLAND SAVINGS BANK FSB SUPERIOR ABSTRACT CORPORATION TRW-S-543938-7 SURVEY.OF I LOT 7 "MAP OF SOI THOLD VILLAS" FILED JUNE 25, 1992 MAP N0,9237 Prepared inaccordance11/aurywith the minimum A T O THOL ' standards for lflfo survoys as established V EN by the U.A.L:S: and approved and adopted TOWN�F J5�}U� LD for such use by The New York Stals Land SUFFOLK COUNTY, N.Y Title .d sso'afalion. The walsr supply and sewage disposal 1000-69-03 18 sysloms for'Phis resldonce w11f conform to the standards of The Suffolk County Scala. 1-= 301 Dsporlment of Heralth Servlces. March 11, 1992 AX Y'15 1992(foundation) The locutions of walls and.cesspools shown hereon are from field 6a 24,1992(final) observoflons and or from data obfoined from others. NL�yi, . SUFFOLK COUNTY OEHARTMENT OF HEALTH.SERVICES S�`� r�srzo O FOR APPROVAL OF CONSTRUCTION ONLY .16g Y.S. LfC NO. 49618 PATE uS92 S0 44i REF.NO. RS, P.C. 5Q AFPROVEC-, � ra.vrss lax number 12108192 `SO Y. tt"9.71 ( - 3 SeSS� 7 HAEG E'N RESIDENCE (11P CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA HAEG AESID"WOM4 TABLE R301(1) GROW WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICEBARRIER AM MEAN 95 APPLE COURT, SOUTHOLD, N.Y. 11971 _ 95 APPLE COURT FLOOD TOWN OF SOUTHOLD PLANS ARE IN COMPLIANCE WITH THE 2015 IRC, SOUTHOLD N.Y. 11971 SNOW DESIGN DESIGN UNDERLAYMENT FREEZING ANNUAL, LOAD SPEED(MPH) TOPOGRAPHIC SPECIAL WIND WIND-BORNE CATEGORY WEATHERING FROST LINE TERMITE ,�Mp � D HAZARDS INDEX TEMP EFFECTS REGION DEBRIS ZONE DEPTH Q MOD TO 2ND PRINTING AS ADOPTED & AMENDED BY NYS 20 130 NO NO NO B SEVERE BOF 3 FT BFG SEE BELOW YES NIA 599 51 SECTION' 69 HEAVY 2015 INTERNATIONAL RESIDENTIAL CODE GENERAL NOTES AND THE 2016 NYS SUPPLEMENT. BLOCK: 3 GENERAL NOTES -- --- - --- - - - - ---- LOT: 18 1.THE ARCHITECT SHALL NOT RESPONSIBLE FOR THE PERFORMANCE OF THE GENERAL LTH n CHAPTER 9: ROOF ASSEMBLIES MIN.UNIFORMLY DISTRIBUTED LIVE LOADS CONTRACTOR ANY SUB-CONTRACTORS NOR SHALL HE GUARANTEE THE PERFORMANCE CHAPTER 1: SCOPE&APPLICATION CHAPTER 3: BUILDING PLANNING LUMBER SPECIFICATIONS OF THEIR CONTRACTS.THE OBLIGATION OF THE CONTRACTOR SHALL NOT EXTEND TO ZONING INFORMATION TABLER31.52RFOOT)ON NEW FRONT PORCH (IN POUNDS PER THE LIABILITY OF THE ARCHITECT,HIS AGENTS OR EMPLOYEES. SECTION R101:GENERAL SECTION 8318:PROTECTION AGAINST SUBTERRANEAN TERMITES SECTION 8904:MATERIALS DOUGLAS FIR R101.1 TITLE: THESE PROVISIONS SHALL BE KNOWN AS THE RESIDENTIAL CODE FOR ONE 8318.1 SUBTERRANEAN TERMITE CONTROL METHODS: IN AREAS SUBJECT TO DAMAGE 89043 MATERIAL SPECS.: ROOF COVERING MATERIALS SHALL CONFIRM TO THE TOWN OF S OUTHOLD USE LIVE LOAD WALL #2 OR STUD GRADE 2.THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR,NOR HAS CONTROL OR CHARGE OF AND TWO-FAMILY DWELLINGS AND SHALL BE CITED AS SUCH AND WILL BE REFERRED FROM TERMITES AS INDICATED BY TABLE R301.2(1)METHODS OF PROTECTION SHALL BE APPLICABLE STANDARDS LISTED IN THIS CHAPTER. STUDS LUMBER @ 16-OC OF CONSTRUCTION MEANS,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS TO HEREIN AS"THE CODE". ONE,OR A COMBINATION,OF THE FOLLOWING METHODS: UNINHABITABLE ATTICS W/0 STORAGE 10 FLOOR DOUGLAS FIR &PROGRAMS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING& 1.CHEMICAL TERMITICIDE TREATMENT IN ACCORDANCE WITH SECTION R318.2 SECTION R905:REQUIREMENTS FOR ROOF COVERINGS UNINHABITABLE ATTICS W/LIMITED STORAGE 20 PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE,BREAKAGE, R905.1 ROOF COVERING APPLICATION: SEE TABLE R301.2(1) ZONE:AHD REGU I RE D PROVIDED JOISTS #2 OR BETTER SECTION 8102:APPLICABILITY 2.TERMITE BAITING SYSTEM INSTALLED AND MAINTAINED IN ACCORDANCE ENGINEER. COLLAPSE DISTORTION&MISALIGNMENT ACCORDING TO APPLICABLE CODES. R102.1 GENERAL: WHERE THERE IS A CONFLICT BETWEEN A GENERAL REQUIREMENT WITH THE LABEL LOT AREA 10,000 SQ.FT. 10,061 SQ.FT. HABITABLE ATTICS&ATTICS SERVED W1 FIXED STAIRS 30 CEILING DOUGLAS FIR AND A SPECIFIC REQUIREMENT,THE SPECIFIC REQUIREMENT SHALL BE APPLICABLE. 3.PRESSURE PRESERVATIVE TREATED WOOD IN ACCORDANCE WITH THE 8905.1.1 UNDERLAYMENT: FRONT YARD 35 FT. 49 FT. BALCONIES(EXTERIOR)&DECKS 40 JOISTS #2 OR BETTER MICHAEL ANGLEONE PE LLC 3.THE ARCHITECT SHALL BE NOTIFIED OF ANY UNFORESEEN SUBGRADE,PHYSICAL WHERE, IN ANY SPECIFIC, DIFFERENT SECTIONS OF THIS CODE SPECIFY DIFFERENT PROVISIONS OF SECTION R317.1 SEE TABLE R901.1.1(1)FOR TYPES REAR YARD 35 FT. 54 FT. (NO CHANGE) ROOF DOUGLAS FIR CONDITION DISCOVERED,AS WELL AS ANY EASEMENTS,ETC.,NOT INDICATED ON THE SEE TABLE R901.1.1(2)FOR APPLICATION FIRE ESCAPES 40 MICHAEL ANGELONE MATERIALS, METHODS OF CONSTRUCTION OR OTHER REQUIREMENTS, THE MOST 4.NATURALLY DURABLE TERMITE RESISTANT WOOD SIDE YARD (MIN) 15 FT. 10.5 FT. (NO CHANGE RAFTER #1 OR BETTER SURVEY OR PLAN.NO WORK SHALL PROCEED UNTIL SAME IS ADDRESSED AND RESTRICTIVE SHALL GOVERN. 5,PHYSICALLY BARRIERS IN ACCORDANCE WITH SECTION R318.3 AND USED IN SEE TABLE R901.1.1(3)FOR ATTACHMENT ) GUARDS&HANDRAILS 200 4 POND PLACE RESOLVED. LOCATIONS AS SPECIFIED IN SECTION 8311.1 SIDE YARD (ACG) 25 FT. 33.33 FT. SECTION R105:PERMITS 6.COLD FORMED STEEL FRAMING IN ACCORDANCE WITH SECTIONS R5052.1 AND 89052 ASPHALT SHINGLES: THE INSTALLATION OF ASPHALT SHINGLES SHALL COMPLY BUILDING HEIGHT 35 FT. +/-30 FT. (NO CHANGE) GUARD IN-FILL COMPONENTS 50 OYSTER BAY, N.Y. 11771 4.DISCREPANCIES,ERRORS,OMISSIONS,ETC.,IN ANY PORTION OF THE DRAWINGS WHICH R105.1 REQUIRED: ANY OWNER OR OWNER'S AUTHORIZED AGENT WHO INTENDS TO R603.2.1 WITH THE PROVISIONS OF THIS CODE. ARE AT VARIANCE WITH THE LAW ORDINANCES,RULES OR REGULATIONS,BEARING ONCONSTRUCT,ENLARGE,ALTER REPAIR MOVE,DEMOLISH OR CHANGE THE OCCUPANCY -- -------- PASSENGER VEHICLE GARAGES 50 TEL.:$16.922.2024 THE CONDUCT OF THE WORK SHALL BE REPORTED PROMPTLY TO THE ARCHITECT. OF A BUILDING OR STRUCTURE, OR TO ERECT, INSTALL, ENLARGE, ALTER, REPAIR, -- R905.2.1 SHEATHING REQUIREMENTS: ASPHALT SHINGLES SHALL BE FASTENED TO SOLIDLY ROOMS OTHER THAN SLEEPING ROOMS 40 REMOVE,CONVERT OR REPLACE ANY ELECTRICAL,GAS,MECHANICAL OR PLUMBING CHAPTER 4: FOUNDATIONS SHEATHED DECKS. FLOOR AREA FAX: 516.4$3.6002 5.ANY DEVIATIONS FROM THE ARCHITECT'S DRAWINGS MUST BE SUBMITTED TO THE SYSTEM,THE INSTALLATION OF WHICH IS REGULATED BY THIS CODE,OR TO CAUSE ANY SLEEPING ROOMS 30 ARCHITECT IN WRITING FOR APPROVAL. SUCH WORK TO BE PERFORMED,SHALL FIRST MAKE APPLICATION TO THE BUILDING R9052.2 SLOPE: ASPHALT SHINGLES SHALL BE USED ONLY ON ROOF SLOPES OF TWO(UNITS OFFICIAL AND OBTAIN THE REQUIRED PERMIT, SECTION 8401:GENERAL VERTICAL IN 12 UNITS HORIZONTAL(2:12)OR GREATER FOR ROOFS(2:12)-(4:12),DOUBLE ��BREAKDOWN 1 r STAIRS 40 Contractor must verify all measurements SEE TABLE 8301.2(l) fY CONTRACTORS UNDERLAYMENTISREQUIRED. 1st FLOOR SECTION RI FEES A and conditions prior to beginning any R108.1 PAYMENT OF FEES:A PERMIT SHALL NOT BE VALID UNTIL THE FEES PRESCRIBED ACCO.REQUIREMENTS:FOUNDATION CONSTRUCTION SHALL BE CAPABLE OF R905.2.5 FASTENERS: FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, EXISTING 873 S.F. RESPONSIBILITIESBY LAW HAVE BEEN PAID,NOR SHALL AN AMENDMENT TO A PERMIT BE RELEASED ACCOMMODATING ALL LOADS.(SEE TABLE 401.4.1) STAINLESS STEEL,ALUMINUM OR COPPER ROOFING NAILS. PROPOSED 873 S.F. MIN.ROOF LIVE LOADS IN POUNDS FORCE PER work. Report all discrepancies to the UNTIL THE ADDITIONAL FEE,IF ANY,HAS BEEN PAID. SECTION R402:MATERIALS SQUARE FOOT OF HORIZONTAL PROJECTION Architect in writing. Plans subject to 84022 CONCRETE:CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE 8905.2.6 ATTACHMENT: ASPHALT SHINGLES SHALL HAVE THE MIN.NUMBER OF FASTENERS TABLE 8301.6 2015 IRC EDITION 1.THE CONTRACTOR SHALL COORDINATE SCHEDULING OF SUB-CONTRACTORS&OTHER SECTION R109:INSPECTIONS REQUIRED BY THE MANUFACTURER,BUT NOT LESS THAN 4 FASTENERS PER STRIP SHINGLE approval b all governmental agencies CONTRACTS&SHALL PROVIDE EVERY POSSIBLE COOPERATIVE EFFORT TO COORDINATE STRENGTH OF f'c.(SEE TABLE 402.2) 2nd FLOOR PP Y g g 8109.1 TYPES OF INSPECTIONS:FOR ON-SITE CONSTRUCTION,FROM TIME TO TIME THE OR 2 PER INDIVIDUAL SHINGLE, ROOF SLOPE TRIBUTARY LOADED AREA IN SQUARE COMPLETION OF ALL WORK.THE GENERAL CONTRACTOR SHALL COMPLETE BUILDING OFFICIAL,UPON NOTIFICATION FROM THE PERMIT HOLDER OF HIS AGENT, EXISTING 873 S.F. having jurisdiction. The Architect has not COMPREHENSIVE SCHEDULE FOR ALL WORK PERTAINING TO ALL CONTRACTS&SHALL SECTION 8403:FOOTINGS FEET FOR ANY STRUCTURAL MEMBER SHALL MAKE OR CAUSE TO BE MADE ANY NECESSARY INSPECTIONS AND SHALL EITHER R403.1.1 MINIMUM SIZE:THE MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS R905.2.8 FLASHING:FLASHING FOR ASPHALT SHINGLES SHALL COMPLY WITH THIS SECTION, PROPOSED 873 S.F. 0 TO 200 201 TO 600 OVER 600 been retained for an field supervision SUBMIT THE SAME TO THE OWNER IN AN ACCEPTABLE FORMAT FOR REVIEW APPROVE THAT PORTION OF THE CONSTRUCTION AS COMPLETED OR SHALL NOTIFY THE (SEE PLAN FOR VALLEY FLASHING WHEN APPLICABLE) Y P SHALL BE IN ACCORDANCE WITH TABLES R403.1(1)-R403.1(3).(SEE TABLES) 20 16 12 or inspection. His responsibility is limited WELL IN ADVANCE OF WORK COMMENCEMENT. PERMIT HOLDER OR HIS OR HER AGENT WHEREIN THE SAME FAILS TO COMPLY WITH THIS FLAT OR RISE LESS THAN CODE. SECTION R906:ROOF INSULATION 4 INCHES PER FOOT(1:3) 2.TIE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH THE OWNER SECTION 8404:FOUNDATION AND RETAINING WALLS SHED R404.1 CONCRETE AND MASONRY FOUNDATION WALLS:THE CONCRETE FOUNDATIONS (SEE PLANS AND IECC REPORT FOR REQUIRED INSULATION VALUES) to the accuracy of the plan. The Architect TO MINIMIZE INTERRUPTIONS TO NORMAL OWNER OPERATIONS. SECTION R110:CERTIFICATE OF OCCUPANCY EXISTING 170 S.F.WALLS ARE DESIGNED AS PER SECTIONS 8404.1.3&84042.(SEE PLANS) ISE 4 INCHES PER FOOT(1:3)TO .1.8110.1 USE AND OCCUPANCY: A BUILDING OR STRUCTURE SHALL NOT BE USED OR PROPOSED 170 S.F. LESS THAN 12 INCHES PER FOOT(1:1) 16 14 12. . is further not responsible for any damage g 3.EACH CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING,FITTING&PATCHING OF OCCUPIED,AND A CHANGE IN THE EXISTING USE OR OCCUPANCY CLASSIFICATION OF A HIS WORK THAT MAY BE REQUIRED TO COMPLETE THE WORK OF HIS CONTRACT. BUILDING OR STRUCTURE OR PORTION THEREOF SHALL NOT BE MADE, UNTIL THE SECTION 8405:FOUNDATION DRAINAGE arising out of the contractor's failure to R405.1 CONCRETE OR MASONRY FOUNDATIONS:DRAINS SHALL BE PROVIDED AROUND BUILDING OFFICIAL HAS ISSUANCE OF A CERTIFICATE OF OCCUPANCY THEREFOR AS CONCRETE OR MASONRY FOUNDATIONS THAT RETAIN EARTH AND ENCLOSE IMITABLE R/OFRONT PORCH RISE 12 INCHES PER FOOT(1:1)AND 12 12 12 execute the work exactlyas shown on the PROVIDED HEREIN. GREATER 4.THE CONTRACTORS SHALL MAKE TIMELY SUBMISSIONS TO THE OWNER OF THE VARIOUS ITEMS SET FORTH SO AS TO ALLOW REASONABLE&ADEQUATE TIME FOR OR USABLE SPACES LOCATED BELOW GRADE.(SEE PLANS) PROPOSED 160 S.F. ____ ___ approved drawing(s). REVIEW,POSSIBLE CORRECTION,POSSIBLE RE SUBMISSION&FOR APPROVAL OF SECTION 8406:FOUNDATION WATERPROOFING AND DAMPPROOFING 1 SUBMISSIONS WITHOUT DELAYING THE PROGRESS OF THE PROJECT. CHAPTER 2:DEFINITIONS SECTION R406.1 CONCRETE AND MASONRY FOUNDATION DAMPPROOFING:DAMPPROOFING FOR SI: SQUARE FOOT=0.0929 M,Z 1 POUND PER SQUARE FOOT�.0419 kPa l INCH PER FOOT=83.3 MMIM OR WATERPROOFING SHALL BE APPLIED TO EXTERIOR FOUNDATION WALLS, SEE PLANS). 5.CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE I.E.CONTRACTORS LIABILITY ( ) ' TOTAL FLOOR AREA 2,076 S.F. WORKMAN'S COMPENSATION,COMPLETED OPERATIONS,ETC.ADEQUATE FOR THE CONTRACTOR TO FAMILIARIZE THEMSELVES WITH SECTION R202 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PURPOSES OF THIS PROJECT AND 1 URNISH PROOF OF SAME PRIOR TO COMMENCING WITH SECTION R407:COLUMNS -------- - --------- SECTION R407.1 WOOD COLUMN PROTECTION:WOOD COLUMNS SHALL BE PROTECTED TABLE R301.12015IRC EDITION WORK. ALLOWABLE F AGAINST DECAY.(SEE SECTION R317) 1� G STRUCTURAL MEMBER DEFLECTION 6.BEFORE SUBMITTING ANY PROPOSAL,IT SHALL BE THE RESPONSIBILITY OF THE 0 CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL CONDITIONS AT THE SITE RELATIVE CHAPTER 3: BUILDING PLANNING SECTION R407.2. STEEL COLUMN PROTECTION:ALL SURFACES OF STEEL SHALL BE GIVEN A ' (/ RAFTERS HAVING SLOPES GREATER THAN 3:12 W/ L/180 � . l% TO EXISTING CONDITIONS,MATERIALS TO BE MATCHED,WORKING SPACE AVAILABLE, SECTION 8301:DESIGN CRITERIA SHOP COAT OF RUST-INHIBITIVE PAINT. �o �O ' FINISHED CLG,NOT ATTACHED TO RAFTERS °= SAFETY PRECAUTIONS,ETC.REQUIRED FOR THE SAFE AND EXPEDITIOIUS EXECUTION OF ,,` N 35° 4 THIS CONTRACT.FAILURE TO DO SO WILL NOT BE CAUSE FOR EXTRA COST 8301.2.3:SNOW LOADS:(SEE TABLE R301.2(1)) SECTION R407.3.STRUCTURAL REQUIREMENTS:WOOD COLUMNS SHALL BE NOT LESS IN 1" 43, 50'-F INTERIOR WALLS&PARTITIONS H/180 NOMINAL SIZE THAN 4"A".STEEL COLUMNS SHALL BE NOT LESS THAN 3"0,SCHEDULE 40 TO THE OWNER OR OWNERS REPRESENTATIVES. R301 A DEAD LOAD:THE ACTUAL WEIGHTS OF MATERIALS AND CONSTRUCTION SHALL BE PIPE UNLESS NOTED OTHERWISE. 77;40, FLOORS L1360 USED FOR DETERMINING DEAD LOAD W/CONSIDERATION FOR THE DEAD LOAD OF FIXED Z CEILINGS W/BRITTLE FINISHES(INCLD.PIASTER II360 7.ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR FILING AND OBTAINING SERVICE EQUIPMENT. - � (J) &STUCCO) SEAL: APPROVALS FOR THEIR WORK WHICH MAY BE REQUIRED AND PROVIDE ALL EQUIPMENT, TOOLS,FENCES,TRANSPORTATIONS,SAFEGUARDS,ETC.,AS REQUIRED FOR THE PROPER 8301.5 LIVE LOAD: THE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOAD SHALL BE ASCHAPTERS: FLOORS CEILINGS W/FLEXIBLE FINISHES(INCUR IJ240 EXECUTION OF THEIR WORK PROVIDED IN TABLE R301.5 GYPSUM BOARD) AL RIGHTS RESERVEDOT SCALE INGS lU - 8.EACH SUBCONTRACTOR SHALL SUBMIT A COPY OF HIS INSURANCE COVERAGE SECTION R501:GENERAL ALL OTHER STRUCTURAL MEMBERS U240 ,8301.6 ROOF LOAD:THE ROOF SHALL BE DESIGNED FOR THE LIVE LOAD INDICATED IN - All drawings, specifications, and copies R501.2 REQUIREMENTS:FLOOR CONSTRUCTION SHALL BE CAPABLE OF ACCOMMODATING O gs s p P (WORKMANS COMPENSATION,LIABILITY,DISABILITY)TO THE OWNER PRIOR TO TABLE R301.6 OR THE SNOW LOAD INDICATED IN TABLE R301.2(I)WHICHEVER IS GREATERAI L LOADS IN ACCORDANCE WITH SECTION 8301 AND OF TRANSMITTING THE RESULTING N EXTERIOR WALLS-WIND LOADS W/PLASTER OR IT1360 thereof furnished by the Architect and his COMMENCING WORK. EACH CONTRACTOR SHALL SUBMIT LIEN RELEASES PRIOR TO LOADS TO THE SUPPORTING STRUCTURAL ELEMENTS. STUCCO FINISHES REQUESTING FINAL PAYMENT. R301.7 DEFLECTION:THE ALLOWABLE DEFLECTION OF ANY STRUCTURAL MEMBER UNDER [XIS�TG Consultants are and shall remain their THE LIVE LOAD LISTED IN SECTIONS R301.5 AND R301.6 OR WIND LOADS DETERMINED BY SHEIJ EXTERIOR WALLS-WIND LOADS W/OTHER HI240 property. They are not to be used on this or 9.IT IS NOT THE INTENT OF THE SPECIFICATIONS TO PROVIDE FOR SUBSTITUTION OF SECTION R3012.1 SHALL NOT EXCEED THE VALUES IN TABLE R301.7 SECTION R502:WOOD FLOOR FRAMING BRITTLE FINISHES MATERIALS BY SPECIFIC BRAND WHETHER EQUAL OR UNLESS SPECIFICALLY CALLED R502.1 GENERAL:(PROJECT IS DESIGNED IN ACCORDANCE WITH 2015 WFCM) any other project unless written permission is OUT. WHERE MATERIALS ARE NOT SPECIFIED CONTRACTORS ARE TO PROVIDE SAMPLES SECTION 8312:GUARDS AND WINDOW FALL PROTECTION +/-4,q/ EXTERIOR WALLS WIND LOADS WI FLEXIBLE FINISHES HI120 given by the Architect and his Consultants. FOR APPROVAL. R312.1.2 HEIGHTS:REQUIRED GUARDS AT OPEN SIDED WALKING SURFACES,INCLUDING SECTION R503:FLOOR SHEATHING � LINTELS SUPPORTING MASONRY VENEER WALLS L/600 STAIRS,PORCHES,BALCONIES OR LANDINGS,SHALL BE NOT LESS THAN 36 INCHES HEIGHT 8503.1 LUMBER SHEATHING:(PROJECT IS DESIGNED IN ACCORDANCE WITH 2015 WFCM) THIS PLOT PLAN&IS SUBJECT 10,CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS WORK FROM THE SITE AND AS MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACE OR THE LINE TO VERIFICATION BY A ©COPYRIGHT 2018 DISPOSE OF IN A LEGAL MANNER ON A WEEKLY BASIS OR SOONER IF CONDITIONS CONNECTING THE LEADING EDGES OF THE TREADS. LICENSED SURVEYOR. WET. CHAPTER 8: ROOF-CEILING CONSTRUCTION -6" PRESUMPTIVE LOAD BEARING VALUES R312.1.3 OPENING LIMITATIONS:REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE OF FOUNDATION MATERIALS 11.ALL NEW INSTALLATIONS SHALL BE IN ACCORDANCE WITH MFG.LATEST PRINTED WALKING SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE OF A SPHERE SPECIFICATIONS&WITH CODE COMPLIANCE.THE CONTRACTOR WILL]NEED TO RECEIVE 4 INCITES IN DIAMETER SECTION 8801:GENERAL TABLE 8401.4.1 201 S IRC EDITION 8801.2 REQUIREMENTS: ROOF AND CEILING CONSTRUCTION SHALL BE CAPABLE OF EXISTING TWO STORY APPROVAL OF ANY OTHER STATED MATERIALS FOR THE PROJECT. SECTION R317:PROTECTION OF WOOD AND WOOD-BASED PRODUCTS AGAINST DECAY FRAMED DWELLING CLASS OF MATERIAL LOAD BEARING PRESSURE R317.1 LOCATION REQUIRED:PROTECTION OF WOOD AND WOOD BASED PRODUCTS FROM ACCOMMODATING ALL LOADS IN ACCORDANCE WITH SECTION 8301 AND OF (LBS PER SQ.FT.) 12.ALL WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER&ALL MECHANICS DECAY SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS BY THE OF NATURALLY TRANSMITTING THE RESULTING LOADS TO THE SUPPORTING STRUCTURAL ELEMENTS, 24'-7 CRYSTALLINE BEDROCK 12,000 (� SHALL BE SKILLED IN THEIR TRADE. DURABLE WOOD OR WOOD THAT IS PRESERVATIVE TREATED IN ACCORDANCE WITH AWPA SECTION 8802:WOOD ROOF FRAMING 0'-6" D - 1 Ul FOR THE SPECIES,PRODUCT,PRESERVATIVE AND END USE.PRESERVATIVES SHALL BE 22'-10" SEDIMENTARY AND FOLIATED ROCK 4,000 13.AT THE COMPLETION OF WORK,THE SITE IS TO BE CLEARED OF ALL DEBRIS AND LISTED IN SECTION 4 OF AWPA Ul, 8802.1 GENERAL:(PROJECT IS DESIGNED IN ACCORDANCE WITH 201 S WFCM) D EXCESS MATERIALS, THE FACILITY IS TO BE LEFT BROOM CLEAN AND'WORK IS TO BE 1.WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER SANDY GRAVEL AND/OR GRAVEL(GW AND GP) 3,000 No. Date Remark COMPLETED TO THE TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF FINAL THAN 18 INCITES OR WOOD GIRDERS WHEN CLOSER THAN 12 INCHES TO THE SECTION 8803:ROOF SHEATHING PROPOSED R/O FRONT PORCH VAR 2 7 2018 REVISIONS PAYMENT, EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN (PROJECT IS DESIGNED IN ACCORDANCE WITH 2015 WFCM) kb SAND,SILTY SAND,CLAYEY SAND,SILTY GRAVEL 2,000 THE PERIPHERY OF THE BUILDING FOUNDATION z AND CLAYEY GRAVEL(SW,SP,SM,SC,GM AND GC) Title: 2.WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR SECTION 8806:ROOF VENTILATION ....:h� : �;,;:;, 21 CODE COMPLIANCE FOUNDATION WALLS AND ARE LESS THAN 8 INCHES FROM THE EXPOSED GROUND R806.1 VENTILATION REQUIRED: ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES K to CLAY,SANDY,SILTY CLAY,CLAYEY SILT,SILT AND 1,500 TOWN OF SOU MOLD _ FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS lU X SAND SILTCLAY(CL,ML,MH AND CH) GENERAL 3.WOOD SIDING,SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS z LU BUILDING HAVING A CLEARANCE OF LESS THAN 6 INCHES FROM THE GROUND OR - -- - -- -_---- - -- - 1.ALL CONTRACTORS SHALL BUILD IN COMPLIANCE WITH ANY&ALL APPLICABLE NYS LESS THAN 2 INCHES MEASURED VERTICALLY FROM CONCRETE STEPS,PORCH PROTECTED AGAINST ENTRANCE OF RAIN OR SNOW.VENTILATION OPENINGS SHALL HAVE O O /� BUILDING CODES AS WELL AS THE REQUIREMENTS OF LOCAL AGENCIES,THESE SLABS,PATIO SLABS AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE A LEAST DIMENSION OF-"MIN .AND a"MAX. r- - - CODE DETAILS RESPONSIBILITIES INCLUDE BUT ARE NOT LIMITED TO MATERIALS,EQUIPMENT, WEATHER !n MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE APPLICATIONS/INSTALLATIONS,THE PROPER SEQUENCE OF TRADES&PHASES OF 4.WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE PERMEABLE FLOORS OR R806.2 MINIMUM VENT AREA: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1S OF �/� N c,,I MINIMUM SPECIFIED COMPRESSIVE STRENGTH a(f c) AND NOTES CONSTRUCTION,FILING PROCEDURES,&GENERAL ACCEPTABLE BUHLIDING PRACTICES ROOFS THAT ARE EXPOSED TO THE WEATHER SUCH AS CONCRETE OR MASONRY THE AREA OF THE VENTED SPACE, �j (ID OUTLINED BY THESE CODES.THESE REQUIREMENTS SHALL PERTAIN TO THE PROPERTY SLABS,UNLESS SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS �j WEATHERING POTENTIAL n ADDRESSED HEREIN AS WELL AS ANY NEIGHBORING PROPERTIES THAT MAY BE MOISTURE BARRIER � TYPE OF LOCATIONS OF CONCRETE CONSTRUCTION NEGLIGIBLE MODERATE SEVERE AFFECTED BY ITS ALTERATION.BE IT KNOWN THAT ALL NOTES&SPECIFICATIONS 5.WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED BASEMENT WALLS,FOUNDATIONS&OTHER CONCRETE NOT EXPOSED TO THE 2,500 2,500 2,500Drawn by: TC Checked by: MAA SHOWN HEREIN,WHICH MAKE REFERENCE TO SAID RESPONSIBILITIES,ARE DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY WALLS OR CONCRETE WALLS WEATHER Date: 03/03/18 Scale: As Noted RECOMMENDATIONS OF THIS OFFICE&ARE SUBJECT TO CHANGE AS PER ANY BELOW GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER IS APPLIED BASEMENT SLABS&INTERIOR SLABS ON GRADE,EXCEPT GARAGE FLOOR 2,500 2,500 2,500, Job No.: 18101 GOVERNING AGENCIES&REPRESENTATIVES THEREOF,ANY DISCREPANCIES WHICH MAY BETWEEN THE WALL AND THE FURRING STRIPS OR FRAMING MEMBERS R=225.00 L=56.09' SLABS ARISE BETWEEN THESE DRAWINGS&SAID REQUIREMENTS SHALL BE BROUGHT TO THE BASEMENT WALLS,FOUNDATION WALLS,EXTERIOR WALLS&OTHER VERTICAL 2,500 3,000 a 3,000 a ARCHITECTS ATTENTION BEFORE THE COMMENCEMENT OF THE WORD IN QUESTION, R311.3.1.FASTENERS FOR PRESERVATIVE-TREATED WOOD:FASTENERS,INCLUDING NUTS ` CONCRETE WORK EXPOSED TO THE WEATHER Drawing No. AND WASHERS,FOR PRESERVATIVE TREATED WOOD SHALL BE OF HOT DIPPED,ZINC 2.EACH CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE COATED GALVANIZED STEEL,STAINLESS STEEL,SILICON BRONZE OR COPPER.COATING )COO, PORCHES,CARPORT SLABS&STEPS EXPOSED TO THE WEATHER,&GARAGE FLOOR 2,500 3,000 4 e 3,500 4 e INTERNATIONAL RESIDENTIAL CODE,FIRE,ENERGY CONSERVATION,PLUMBING, TYPES AND WEIGHTS FOR CONNECTORS IN CONTACT WITH PRESERVATIVE TREATED WOOD APPLE COURT SLABS MECHANICAL,NFPA 70,O.S.H.A,&ALL OF THE LOCAL GOVERNMENTAL.AGENCIES SHALL BE IN ACCORDANCE WITH THE CONNECTOR MANUFACTURER'S RECOMMENDATIONS. FOR SI:1 POUND PER SQUARE INCH=6.895 kPa HAVING JURISDICTION,INSOFAR AS APPLICABLE TO HIS PORTION OF THE WORK IN THE ABSENCE OF MANUFACTURER'S RECOMMENDATIONS,A MINIMUM OF ASTM A 653 a. AT 28 DAYS Si.p01.2(1)FOR WEATHERING POTENTIAL. TYPE G185 ZINC COATED GALVANIZED STEEL,EQUIVALENT, SEE TABLE%101.2(l)SHALL BE USED. 3.NO NOTE OR DETAIL SHALL BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM AN c. CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN SITE FLANACCORDANCE WITH FOOTNOTE d. EXECUTION OF ALL WORK IN ACCORDANCE WITH ALL STATE&LOCAL CODES. & CONCRETE SHALL BE AIR-ENTRAINED.TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE)SHALL NOT BE LESS THAN 5 PERCENT OR MORE SCALE: 1" = 20'-0" THAN 7 PERCENT. e. SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. HAEG 2015 INTERNATIONAL RESIDENTIAL CHARTS & TABLES RESIDENCE 95 APPLE COURT UNDERLAYMENT TYPES SOUTHOLD, N.Y. 11971 TABLE R9051(1)2015 IRC EDITION FASTENER SCHEDULE FOR STRUCTURAL MEMBERS RAFTER AND/OR CEILING JOIST TO TOP PLATE LATERAL&SHEAR CONNECTION REQUIREMENTS. ROOF COVERING SECTION MAXIMUM ULTIMATE DESIGN MAXIMUM ULTIMATE DESIGN TABLE-3.1 WFCM 2015 EDITION WIND SPEED,V ult<140MPH WIND SPEED,V ult > 140MPH (TABLE 3.4A 2015 WFCM EDITION SECTION: 69 JOINT DESCRIPTION #OF NAILS #BOX NAILS NAIL SPACING ASPHALT SHINGLES R905.2 ASTM D 226 TYPE I ASTM D 226 TYPE H ROOF FRAMING 700-YR/WIND SPEED 120 130 140 BLOCK: 3 ASTM D 4869 TYPE I,I,II or IV ASTM D 4869 TYPE IV 3-SECOND GUST(MPH) LOT: 18 ASTM D 6757 ASTM D 6757 RAFTER TO TOP PLATE(TOE-NAILED) 3-8d 3-10d PER RAFTER RAFTER/CLG.JOIST WALL HT. NUMBER OF 8d COMMON NAILS OR 10d(TOENAILED) 1 4 CEILING JOIST TO TOP PLATE(TOE-NAILED) 3-8d 3-10d PER JOIST SPACING(IN.) (FT.) REQD.IN EA.RAFTER AND/OR CLG.JOIST TO TOP PLATE CONNECTION CEILING JOIST TO PARALELL RAFTER(FACE-NAILED) VARIES-16d VARIES40d EACH LAP 12 8 2 2 3 UNDERLAYMENT APPLICATIONS CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) VARIES-16d VARIES40d EACH LAP 10 2 2 3 NEW FRONT PORCH TABLE R905.1.(1)20151RCEDITION COLLAR TIE TO RAFTER(FACE-NAILED) VARIES-10d VARIES-12d PER TIE 8 2 2 3 ROOF COVERING SECTION MAXIMUM ULTIMATE DESIGN 16 10 2 2 3 WIND SPEED,V ult > 140WH BLOCKING TO RAFTER(TOE-NAILED) 2-8d 2-10d EACH END FOR ROOF SLOPES FROM TWO UMTS VERTICAL IN 12 SAME AS MAX ULTIMATE DESIGN WIND SPEED, RIM BOARD TO RAFTER(END-NAILED) 2-16d 3-16d EACH END 24 8 2 2 3 UMTS HORIZONTAL(2:12),UP TO FOUR UNITS Vult< 140 mph EXCEPT ALL LAPS SHALL BE NOT 10 2 2 3 ENGINEER: WALL FRAMING :::I VERTICAL IN 12 UNITS HORIZONTAL(4:12), LESS THAN 4 INCHES. 1)PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4 MICHAEL ANGLEONE PE LLC UNDERLAYMENT SHALL BE TWO LAYERS APPLIED TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d 2.16d PER FOOT 2)WHEN CLG.JOISTS ARE INSTALLED PARALLEL TO RAFTERS,THE SUM OF THE TOENAILS IN THE RAFTER& MICHAEL ANGELONE IN THE FOLLOWING MANNER:APPLY A 19 INCH CLG.JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQ D. STRIP OF UNDERLAYMENT FELT PARALLEL TO AND TOP PLATE AT INTERSECTIONS(FACE-NAILED) 4-16d 5-16d JOINTS-EACH SIDE 3)TO AVOID SPLITTING,NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN EACH SIDE OF A RAFTER OR CLG. 4 POND PLACE STARTING AT THE EAVES.STARTING AT THE EAVE JOIST WHEN FASTENED TO A 2X4 TOP PLATE OR 3 TOENAILS IN EACH SIDE WHEN FASTENED TO A 2X6 TOP PLATE OYSTER BAY,N.Y. 11771 APPLY 36 INCH WIDE SHEETS OF UNDERLAYMENT, STUD TO STUD(FACE-NAILED) 2-16d 2-16d 24"O.C. 4)WHERE TOP PLATE-TO-RIDGE HEIGHTS EXCEED 10',THEY SHALL BE ADJUSTED AS FOLLOWS: OVERLAPPING SUCCESSIVE SHEETS 19 INCHES. HEADER TO HEADER(FACE-NAILED) 16d 16d 16"O.C.ALONG EDGES DISTORTIONS IN THE UNDERLAYMENT SHALL NOT WALL HT. 8' t0' TEL.:516.922.2024 INTERFERE W/THE ABILITY OF THE SHINGLES TO TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16d 240d PER 2x4 STUD TOP PLATE To ADJUSTMENT FACTOR ASPHALT SHINGLES R905.2 SEAL. 2-16d 240d PER 2x6 STUD RIDGE HT(Fl,) FAX: 516.453.6002 2-16d 2.404 PER 2x8 STUD FOR ROOF SLOPES OF FOUR UNITS VERTICAL IN THE BOT.PLATE TO FLR JOIST,BAND JOIST,END JOIST t0' 1.00 1.00 12 UNITS HORIZONTAL(4:12)OR GREATER, OR BLOCKING ACE-NAILED 2 16d 2-16d PER FOOT 1S' 1.15 1.25 Contractor must verify all measurements UNDERLAYMENT SHALL BE ONE LATER APPLIED IN FLOOR FRAMING THE FOLLOWING MAWR:UNDERLAYM,ENT 20 Loo l.so _ _ and conditions prior to beginning any SHALL BE APPLIED SHINGLE GASHION,PARALLEL JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4.8d 4-10d PER JOIST TO AND STARTING FROM THE EAVE AND LAPPED 2 work. Report all discrepancies to the INCHES,DISTORTIONS M THE UNDERLAYMENT BRIDGING TO JOIST(TOE-NAILED) 2-8d 2-lOd EACH END ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS Architect in writing. Plans subject to SHALL NOT INTERFERE WITH THE ABILITY OF THE BLOCKING 3.10 2015 EDITION SHINGLES TO SEAL.END LAPS SHALL BE 4 INCHES BLOCKING TO JOIST(TOE-NAILED) 2-8d 2-l Od EACH END FASTEST-MILE WIND SPEED(MPH) approval by all governmental agencies AND SHALL BE OFFSET BY 6 FEET. BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16d 4-16d EACH BLOCK 120 1 130 1 too having jurisdiction. The Architect has not LEDGER STRIP TO BEAM(FACE-NAILED) 3.16d 4-16d EACH JOIST STRUCTURAL SHEATHING E F E F E F been retained for any field supervision JOIST ON LEDGER TOBEAM(TOE-NAILED) 3.8d 3•lOd PER JOIST SHEATHING LOCATION RAFTER 17fRUSS SPACING MAX.NAIL SPACING FOR 8d COMMON or inspection. His responsibility is limited BAND JOIST TO JOIST(END-NAILED) 3-16d 4-16d PER JOIST (INCHES,O.C.) NAILS(INCHES,O.C.) BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d 3-16d PER FOOT T PERIMETER EDGE ZONE 12 6 12 6 12 6 12 to the accuracy of the plan. The Architect ROOF SHEATHING 16 6 12 6 6 6 6 is further not responsible for any damage STRUCTURAL PANELS 12"O.C. 19.2 24 6 6 6 6 6 6 arising out of the contractor's failure to • /• 8d 10d 6„o C.ON EDGE INTERIOR ZONE 12 6 12 6 12 6 12 execute the work exact as shown on the • 6 0 C ON GABLE RAKE Y DIAGONAL BOARD SHEATHING 16 6 12 6 12 6 12 • I 1x6 OR 1 x8 2-8d 2-10d PER SUPPORT 19.2 6 12 6 12 6 12 approved drawing(s). 1x10 OR WIDER 3-8d 3-10d PER SUPPORT 24 6 12 6 12 6 6 .• . GABLE ENDWALL RAKE&RAKE TRUSS 6 6 6 6 6 6 CEILING SHEATHING r �. BOARD SHEATHING . • Simpson Strong-Tie t 5d 5d SHEATHING SIZE RAFTER/TRUSS SPACING MIN.NUMBER OF 8d COMMON NAILS Aca GYPSUM WALLBOARD COOLERS COOLERS 7"EDGE/10"FIELD (INCHES,O.C.) PER SUPPORT (,E. .. SIMPSON STRONG–TIE SIMPSON STRONG-TIE ADJUSTABLE do STANDOFF POST POST CAP WALL SHEATHING 1x6 OR 1x8 SHEATHING 1;2.19.2 2 2 2 BASE (AC) STRUCTURAL PANELS 8d lOd 6"O.C.EDGE 1x10 OR LARGER SHEATHING 1:2-19.2 3 3 3 (ABA44) AT EA. POST ANCHORED TO12"O.C. `` °" I nv. CONCRETE INSTALLED ALL POSTS FIBERBOARD PANELS 11GAGALV.ROOF[NGNAIL . t' 1/2" (0.12o•xlaa"LONG x}�"HEAD) " 11GAGALV.ROOHNGNAQ n n 3"EDGE I6"FIELD `§�` 25/32 (0.120^x1.3/4"LONG x I"BEAD) — 3 EDGE 16 FIELD GYPSUM WALLBOARD 5d 5d 7"EDGE/10"FIELD COOLERS COOLERS HARDBOARD 8d 8d 12"O.C. SEAL: PARTICLEBOARD PANELS 8d 8d (SEE MANUFACTURER) DIAGONAL BOARD SHEATHING DO NOT SCALE DRAWINGS RAFTER 1x6 OR 1x8 2-8d 2-10d PER SUPPORT ALL RIGHTS RESERVED 1x10 OR WIDER 3-8d 3-lOd PER SUPPORT All drawings, specifications, and copies FLOOR SHEATHING thereof furnished by the Architect and his WOOD BEAM(SEE PLAN FOR SIZE) STRUCTURAL PANELS Consultants are and shall remain their V ORLESS 8d 10d 6"EDGE/12"FIELD property. They are not to be used on this or GREATER THAN 1" 10d 16d 6"EDGE 112"FIELD °0° any other project unless written permission is DIAGONAL BOARD SHEATHING given by the Architect and his Consultants. ° 1x6 OR 1x8 2-8d 2-10d PER SUPPORT 1x10 OR WIDER __ _ _ _ __ 3-8d _ _3•lOd PER SUPPORT ©COPYRIGHT 2018 SIMPSON STRONG TIE-112.5 (SEE CONNECTION DETAILS ON LAST SHEET) RAFTER TIE TO PORCH BEAM N.T.S. No. Date Remark REVISIONS Title: GENERAL TOP RAIL CODE DETAILS li BALUSTERS SPACED So THAT A 4"SPHERE MAY AND NOTES BOTTOM RAIL NOT PASS THROUGH �6 Drawn by: TC Checked by: MAA Job No.031810 8 Scale: As Noted WOOD DECKING OR FINISHED FLOOR 1 Drawing No. DECK JOIST (SEE PLANS) GUARDRMMANDRAIL DETAIL N.T.S. I A RESIDENCE 95 APPLE COURT SOUTHOLD, N.Y. 11971 SECTION: 69 TYPICAL ROOF CONSTRUCTION: TYPICAL ROOF CONSTRUCTION: TYPICAL ROOF CONSTRUCTION: ROOF SHINGLES ROOF SHINGLES ROOF SHINGLES BLOCK: 3 15 # BLDG. FELT 15 # BLDG. FELT 15 # BLDG. FELT -� Y2" GDX PLYWOOD SHEATHING Y2" GDX PLYWOOD SHEATHING Y2" GDX PLYWOOD SHEATHING /' LOT: 18 2"x5" R.R. 9 16" O.G. 2"xC" R.R. (g 16" O.G. _........ .... .......................................... ............... - - --- - - -- - --- 2"Xa" R.R. @ 16" O.G. / ....... .... ........:....., --- _. .. .:.-._................:....:--. -77 777- 7 _::.-...._...-...--: -------.---:---.:.--:.::.'-:-_-r---......._..-.-_--:- _EXIST 2 STORY -------------- ----- — ' EX STORY DWELLING C" ROUND TAPPERED COLUMN DWELLING NEW FRONT PORCH (NOT IN SCOPE C" ROUND TAPPERED COLUMN BY BY TRUNGRAFT OR EQUAL C" ROUND TAPPERED COLUMN BY OF WORK) TRUNGRAFT OR EQUAL TYP. NP• � � TRUNGRAFT OR EQUAL TYP. (NOT IN SCOPE __E 36" HIGH RAILING SYS. OF WORK) 36" HIGH RAILING SYS. 200# MIN. LATERAL LOAD - 36" HIGH RAILING SYS. 200# MIN. LATERAL LOAD O BALLASTER 5PAGINS NOT TO s BALLASTER SPAGINS NOT TO I 200# MIN. LATERAL LOAD ALLOW PASSAGE OF A 4" DIA. ALLOW PASSAGE OF A 4 DIA. ro c0 8 BALLASTER SPAGINS NOT TO ENGINEER: BALL AS PER 312.1.3 IRC 2015 BALL AS PER 312.1.3 IRO 2015 /a" MAX TREAD HEIGHT ALLOW PASSAGE OF A 4" DIA. PER 311.7.5.1 IRC 2015 PER AS PER 312.1.3 IRC 2015 MICHAEL ANGLEONE PE LLC 10" MIN TREAD WIDTH PER TYPICAL FLOOR CONSTRUCTION: 311.9.5.2 IRC 2015 MICHAEL ANGELONE AZEK DECKING - ___� 2"xa" AGO D_.J_(_I6"O.C. 4 POND PLACE tL LL: ° OYSTER BAY, N.Y. 11771 \� AZEK/AGQ LATTICE PANEL > N TEL.:516.922.2024 I -r---------I- -- -7 3/4" MAX TREAD HEIGHT PER 311.7.5.1 IRC 2015 ( I I I I I 7 3/4" MAX TREAD HEIGHT PER 311.7.5.1 IRC 2015 I I C-01. FAX: 516.453.6002 I I 10" MIN TREAD WIDTH PER 311.7.5.2 IRC 2015 I I I I I ( 10" MIN TREAD WIDTH PER 311.7.5.2 IRC 2015 I I I I I I I I I I I I L J J L J 20'-0" —I Contractor must verify all measurements COVERED PORN 510E ELEVATION 3 COVERED PORGY 51DE ELEVATION and conditions prior to beginning any A-3 SGALE - 1/4" - P-O" work. Report all discrepancies to the PROVIDE TECO ® 2 COVERED PORGY FRONT ELEVATION p`-3 SGALE = I/4" = I'-o" Architect in writing. Plans subject to EVERY RAFTER 2xIO LEDGER A-3 SGALE = 1/4" = 1'-0" approval by all governmental agencies having jurisdiction. The Architect has not been retained for any field supervision or inspection. His responsibility is limited 2" DIA. STAINLESS STEEL to the accuracy of the plan. The Architect TYPICAL ROOF GONSTRU1: ROOF SH I NCC7LAC BOLTS W/WASHERS TO EXIST 2 STORY is further not responsible for any damage N6LE LE5 / EXISTING HOUSE FRAME. DWELLING 15 # BLDG. FELT j 2x8 G.J. @) 16" O.G. STACCER T� B @ 12" O.G. (NOT IN SCOPE arising out of the contractor's failure to %2" GDX PLYWOOD SHEATHING OF WORK) -- PROV I DE TECO C� NOTE: DO NOT OVER -_WORK execute the work exactly as shown on the 2"x 8" R.R. © 16" _ EVERY RAFTER - TIGHTEN BOLTS Exl5T.VH Ex15T.PFl 1 = approved drawing(s). 2x8 LEDGER 0 0 .o I!I � 1Q I Z W AZEK i _ .. LU r i 1 , 1 DECKING TYP. NEW n R.O. PORCH V N1 i W ROUND TAPPERED COLUMN VINYL BEAD BOARD 0 O O I I ' I I Ty TRUNGRAFT OR EQUAL •f,, t `^-'i 1 'i TYP. i✓ �. ,\% (2)2x8 AGQ _______ ______ _�2Z 2x8_ 00 DRP O 2x8 AGQ DRP , 1t -------- ---- ----------- ---- - - OR EQUAL - � 1> cy I i2" 12" 12" 12" ------------------ --------------- AZEK TRIM OR EQUAL Q ✓ice,. ----b_3 --- ----4-6----- b,_3 SEAL: r� HEADER - SEE PLAN "--} b'-b� 5 DETAIL LED( E2 CONNECTION DO NOT SCALE DRAWINGS 1 LU A-3 SGALE = 3/4" = I'-O" ALL RIGHTS RESERVED STRAP - LSTA 56 7 COVER E D P 0 R C I4 PLAN All drawings, specifications, and copies OVER RAFTER J thereof furnished by the Architect and his A-3 SGALE = 1/4" = i'-O" Consultants are and shall remain their ® property. They are not to be used on this or COLROUND TAPPERED any other project unless written permission is BY TRUNGRAFT OR EQUAL given by the Architect and his Consultants. EXIST ROOF TYP. ABOVE (NOT IN SCOPE ©COPYRIGHT 2018 ' 4x4 ACO POST OR OF WORK) EXIST 5)' 5.W. STL. PIPE __ _ __ ________ FOUNDATION ":'r ::2x10 LEDGER LA66ED TO EX STRUCTURE r-:t: -::::::__ (NOT IN SCOPE COLUMNI ..:..... � _..___ .... --.- . __ -. _.__ - —� OF WORK) (2) 2x8 Ar-,,O HDR TECO SEE PLAN _. -- 1 ---- --- __-- TO POST I . ___ :-..__,._--=-_ _._ _..__. -----`� _ -. ,a-_ __- ____-I -- ---- ,. a _ - — - --- - --.._._..._ o , 8 -O .:...-- 2x8 AGO LEDGER SEE DETAIL PROVIDE TECO Com? TECO®CONNECTION TO LEDGER,TYP. EVERY RAFTER ---------- ----=----- _________ __= --__�_�---= ---- AGQ LATTICE PANEL :- `-" 36" WATER b ICE 013 a A V - 136 TYP.® OVERHANGS ° Q r No. Date Remark 4x4 ACO POST `------ --- - ---._ __ __— _: :.. - AGQ D.J. 16" O.G. - SEE PLAN ry n REVISIONS S 1 MPSON P057 ANCHOR - } GBQ-5052 = 2x8 ACG LEDGER 6 C 0 V E R E D P 0 R U ROOF PLAN - 2�2x AGO DRP S AGO1�—�RL(2) 2x8 AGO D Title: SEE DETAIL Tim=�=- Ii SEE DETAIL 4" GONG. SLAB GAP A-3 SGALE = 1/4" = 1'-O" COVERED PORCH °• a =rP CONGRETE PAD 14 =as'= ��-------_-- PLANS _ L ---------- ELEVATIONS & I I I I I I I °d• I ( ( I I I b'-3" b�_q�� b._3.. 2IrDETAILS 4. I I I I I dd• — 12" SONO TUBE FOOTING 8 POPCI FOUNDATION PLAN Drawn by: TC Checked by: MAA Date: 3/03/18 Scale: As Noted SGALE = I/4" Job No.: 18101 A I I I ( III7. Drawing No. I I. . n .v I I_ � 11 _111_ 111 14 DETAIL @ PORC14 GOLD N T COLUMN— A-3 SGALE = 3/4" = 1'-0" ............................. ........................ ------- ...... S�_rj -I co 27 " -� ', R SHATARAH 46'-0" CONSULTING ENGINEERS, P.C. ........... ................... ..................... R!('H0 U '- I'd F'l E 5 0 0 J- - 22'-0" 24@-0" 4'-8" 5'-5" 13'-1 1 ............. T L: fl".l F,,",,X: D 2 2 R I,j L)0 L 46'-0"-OVERALL REAR DECK 4'-2" ............. .................. CLEAR 91, NEW WHITE ALUMINUM GUTTERS 441-3" 7�/ AND LEADERS TO MATCH EXISTING 2R(MAX) (SIM. ON OPPOSITE SIDE) - — — — — — — — — — — — — — — 2"x12"RIM JOIST 2"x12"RIM JOIST I 2"x12"RIM JOIST 2"x12"RIM JOIST f ........... .............. D N 9 L; ❑ "x 12"BEAM (2) 2"xl 2"BEAM (3) 2"x12"BEAM (3) 2"x12"BEA NEW WALL CONSTRUCTION (TYP.) C Lo (2) 2"x 12"BEAM (2) 2 m 3686 D: PLYWOOD SHEATHING = = =-- = = c - — - - — - - C C C c C c c NEW 12"0 P.C.CONCRETE 2 SONOTUBE FOOTING WITH TYVEK HOME WRAP r 6"x6"SIMPSON STRONG TIE MATCH EXISTING SIDING (CEDAR MILL LAP SIDING) ui GALVANIZED POST F- �N 19 14'-10" 6'-0" 2x6 P.T. BOARDS @ 16"O.C. BASE ANCHORED LEVEL 10 uj 10 ui r) 0 0 BOARD AND BATTEN @ INTERIOR 00 1 L INTO SONOTUBE, ON 1 U Lz U = 0 L) Lc u� HI Q 2' < z 0! 9 LL: Lu 0 7= 5 0 K w L.L: i d wi c . 0 an TON BEARING VIRGIN �E (D LLJ b 0 V) () L,) 0 1 2 -CHARCOAL FIBERGLASS SCREEN -n V) co ca = w co �o 00 'o 5 co -r 0 1 PROPOSED NEW HOT TUB SOIL (TYP.) co X C) u- m w (2) 2x6 TOP PLATES X — O:"t t= F)e 0 -t In= ce 0 2: HOT TUB Lo 0 00 OPEN DECK 04 ca 04 C*4 @ In @ (1) 2x6 SOLE PLATE ca) In @) a @ p ABOVE 7< ls� 101-- 504 s.f. 3 00# C-4 (2)2"x 8" N11 �qjF ' 0 8 Q ;5 (WET) 111 E� O c. a: N O�fn M: L 23'-41 C) /2 9 00 ❑ ..................................... ................... ....... >< u TYPICAL @ ALL L�3)MZ'x 12"BEAM 04 uj 04 (3) 2"X12" BEAM (3) 2"x 12"BEAM (3) 2"x12"BEAM (3) 2"xl 2" BEAM C14 SKYLIGHTS c c mg z c z c c -m c -m C i c --7F— 04 C C14 j I — 17: ...... c? L= 16"R/12�T NEW 6"X6" POSTS WITH 0 c � 7 - - - - i—IL .1. LX�_ To� -s �GHTS 6'-0" POST BASE ANCHOR ON (2)2"x 8 3R. Lu I (_ � I L-L DN� _j 7'-9-1 514" Lo OUTLINE BOARDER OF NEW TOP OF NEW V-10"O 3'-0" u Lo zo N. N. 1R.R. 2"x 8" R.R. 0000, 2"x 8"R. 000 DECK ABOVE (TYPICAL) DEEP SONOTUBE ON 1 TON F_ 16"O.C. 6 1 6l,ac _j 0 . -n BEARING VIRGIN SOIL (TYP.) @ Lj� o o U u:�u 0 u 15'41' F_ --------- ................ ................... Lic 0 Lq 0 0 0) 00 c-I 0) __j Ci Lu d 0 z �E w co ") 0 1 = (/) 0 (6) 30"x6g'SKYLIGHT WITH (2) 2x8 CD U u: 3: x �2 =:):Oo m 0 O1,q 1-- Lu FRAMING AROUND ALL SIDES OF 04 0:,q 0 Z 00 'o =5 00 m >< — 0 .......... co b ca C14 @ I= /) (D :04 @ o.0 :5. CIS SKYLIGHTS ALONG WITH ALUMINUM 00 10 10 = 00 = p m o m C*4 0 FLASHING AROUND ALL SIDES C14 ii HO R PROPOSED to ------- (3) 2"x12"BEAM (3) 2"x12"BEAM (3) 2"x12" BEAM (3) 2"x12"BEAM m__ C C m C C c c c c c c - - - - - c Lo 0 NEW SCREEN-IN DECK I I R_E ENe 9 484 s.f. (1) 2"x12"LEADER BOARD (1) 2"X12"LEADER BOARD I I 40 s.f. M 2"xl 2"LEADER BOARD Tl)-7'X12"LEADER BOARD 5" — — — — — — — - -- — — — — — — — — — — L I v ................ 01, 1- I 1 +01. 11 0 II91 13'-10" EXIST. .............. BATH I EXISTING KITCHEN _7 EX. L.CLT. Txg'F.J. 2"x 8" F.J. @ EXISTING EXISTING EXISTING GARAGE BASEMENT LIVING ROOM .......... ------------ EXIST. qLT. IIIA, i EXISTING DINING ROOM ___.......................... II ........... ...................................... .............. L_J Ft THESE P-A\- ARE All IN IFUMEHI 0` '1FV'E AlD ARE TH__ T�fTHF -_NCI% [R R"PE _LYEI F N-F,�N,, JW11- BE PRr)')FC TED -F AND CON7ACT05-, 5:WLL VERIF, FILD — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - All) SHALL B ()T NO ��N I':_HA1.F 01 Till CuNIFA,,-T)P J LE F,)P, ANY EPFO� OR t E',L (1 0": H11 PAR.T. ED� A VIIILATI�INOF ",Er_-:0H �'P9.` ,,A`T,� A'AI'm ANY PFPS)N, ;NLFS, TF( ,AR'F 4111V, UNF;FF: DIRECTION OF A LICENSED �-I'3-ES5IfJNAL ENCINEE :0 AL-LR Ain ITEM '! ANY WAY IF ANY171,1 BEAPIN(, -HE SEAT J�_ A\ U,G!HLE1 2 IS AITEPED, TE ALTERNr NG1XEER STIMI AFFIX -IS SrAL Alr A PROPOSED FOUNDATION PLAN PROPOSED FIRST FLOOR PLAN ... ................ I()N 'A:LTER1E[) 131", -()LI-OVED 4t HIS SI",NAIURE AND I)ATE,OF o) A SCALE:4"'= V-0" 484 S.F SCREEN DECK 504 S.F.OPEN DECK --l"-H A:TEF 70N AND A FESC A-1 SCALE: "'= "_0 A \A PEC FIC �FIFTIDN or THF ALTPAT. IT 4 ALL 3- N()TED, ..................... .............. . ... .......... L LEGEND: H 3680-36"WIDE x 80"HIGH SD-SCREEN DOOR SEAL I U F F TE: 0F IkJAL A PP-DJEC,_ BY. \1 B'r': -IT_L MAY 1 7 2018 # TOWN OF SOUTHOLD 71, DD r _A1) RLE ............................ ............ .................... .............. .................................................... .................................... .. .... ........ .............................. ---------- .................. R SHATARAH CONSULTING ENGINEERS, P.C. . .......... E"/E C R JERCHC Tlj-\�!Plk�E /A- T 0 J 0 'S__ 1)1 1 1 '2" BALUSTER 461-0" .......... c�y 0"� E V 117/91 ............... .............. ....... 0 1\1 N I N H C H I L 22'-0" 24'-0" TE L: (5'F,) L[ D L Ayl 23'-10" RAILINGS N E'Vi I R -BU 111-D! G 'AlLt \1 PE RUDOLPH��)PS(H-PIC-C 0M C 0 M P S('F MA URE 2 4'-2" cl) WALL N CLEAR Z 11 V-9" 2R(MAX) 6'-0 1 6'-0" . ...... oe 6"R/12"T Jo c" P Su'd rl F-1 F1 T F,','0 G TI q �j .............. ........ ................................. NEW TIMBERTECH LO .......... 6"WIDE BOARD DECKING 1 z 1-1-111 vi V,,r)0 ATE I xl' D r'T z ............ -------_ - IA'CT MA I,,;IJ F A CTU R L 3'-0" RAILINGS \T,J CR L Vv A 1. PROPOSED .......... DECKING DECK FLOORING 6"R/12"T 1,012 s.f. 3RI .. ....... L D'4 I 1 ---------- < _j c-I �7777_ c/) 2 SECTION AT DECK 0 : C) A-2 I SCALE 1'-0" rl OP LLJ -T (0 S)l�,JIDSUd FA E"NIKET LL- . .......... ("IR[)EP ..... ..... ------------ ............ BETV,EEI\,� Fl(�OR A�,,_ E ........... LO I i B 0 1 T I I J1 -H NUTIS F) Ll EXIST. BATH EXISTING ........................... KITCHEN DEC EX. ))2 3 K TO FOOTING DETAIL A-2SCALE 12'-"'= l'-O" L.CLT. ti n T- I EXISTING EXISTING LIVING- .-_ROOM 717-11 GARAGE EXIST. ........ II ... EXISTING L DINING ROOM 4 POST TO GIRDER A-2 SCALE: N.T.S. II II itj -1x4 l,,lv000 PO"). — — — — — — — — — — ............... I__j < ..... ....... ...... ....- .... ....... ....... ... ........ ....... ...........------ ---------- F':-AN- ARE AN 0- SEFv:CE AND ARE THE THES� ............. .................................................. PRf)-,[Rl )F T�f ENC-l'EER III R NGElIFNT AIL-,E PF CON7417('P�) VEF,i A_'. FI-D COND Tl ',� AND DIVENIIFNS TFO AND:SHALL FI F I .,I r, OLIALM' (11 VUFK. — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — r') AJMAV,,NC_�� I F N,'-E A F OF 1HE CCIJRACTOR �vl I ill I I'll!ii v 'LFCT 0Ill-, PART N[3 illcDEu('VE�, I A, VW1 A TIUN Of `4 ')N 2) "1 LIL NEN TTI IA I A,3414 -1,1PS01: FF)AD<ET FDUCPTlnN LAA,' Fn-� ANY ;�FPSON. N F,,, A'TIN:l ILJFR T .......... < . ..... Ll ------- 'T A LIC.El�-�-D EN�INEE9 -0 AL-ER AI,I'f `TIL F CAPACVY 4,' P' TEI,I 'N ANY 'A'A) 11' 1111 TEM j A I N G J A'; FNGINEFF' ji, IS A-TEFFD, -E ALTER.NC �*,l.'ER AFFIX �IS SFA[,'AIJ' A .............................................. ................................. ............... ................... PROPOSED DECK FLOOR LAYOUT \0'A I101� 'Ai IEEE[) P'", [�LCV'D �f ill" IUF- AlID"ClAlL n. -2 SCALE: V-0" 1,012 S.F. FLOOR DECK .............. "d �'I I A_T[FAT�ON AI�JS) A -,PE(FI_ HtiCFPTI')I" 'jF Til,' [TE,�,ATIFIl A 4 -H,,[L B ;')TED zj M VERTICAL ,)VEF1 !P Simpson Strong-Tie AB DE--CK TO HOME-LATERAL 1/ 6 \,, POST TO CONCRETE & SCALE : N.T.S. A-2 0Pl(-,NAL -)ATE: 5 LOAD CONNECTION A-2 SCALE N.T.S. PF ;EC #: Vv",, B ��ED<E:_" BY: S. DRAVVIf'IC, 77 E: # __ . _..___=_......................... '-AL, Fl:-E fIAM-: .................................................... .............. ........................... .. .......................... ..................... ......... . . .................. ..................................... ......................................................... ................... -- ---- ............- ...........____------- R SHATARAH CONSULTING ENGINEERS, P.C. --RICHC UP ]P 1 'E SUI I, 1 111%/ 1,1Y I 1 T ^1 J ............. I c') q c,- ":j R J D OLP �T,S C E— 0 M .............. NEW ROOF CONSTRUCTION (TYP.) -'GAF'ASPHALT ROOF SHINGLE MATE UNDERLAYMENT -8 5'CDX SHEATHING 2 x8"R.R.'S @ 16"O.C. T.O.RIDGE ---- ------- +12' 7-1-- ......................................... ---- ------ .......... ..................... ............. ............................ NEW ALUM.GUTTERS LA AND LEADERS TO MATCH EXISTING (TYP.) ............................................................. ...................................... ................ .. ............ ............. T.O.FINISHED FLOOR +8'-9-3/4"± ------ NEW TIMBERTECH @ NEW WALL CONSTRUCTION (TYP.) 6"WIDE BOARD DECKING PLYWOOD SHEATHING -2 —————————— AND TIMBERTECH RAILING TYVEK HOME WRAP .......... ...... OPENING FOR REQUIRED t MATCH EXISTING SIDING GUARD ON STAIR TREADS L (CEDAR MILL LAP SIDING) <j SHALL NOT ALLOW A SPHERE ( j l 2x6 P.T. BOARDS @ 16"O.C. i 11 ,j 4-3/8"TO PASS THROUGH BOARD AND BATTEN @ INTERIOR -2 < -CHARCOAL FIBERGLASS SCREEN V (2) 2x6 TOP PLATES (1) 2x6 SOLE PLATE 04 T.O.FINISHED DECK ........... 04 -0'-1/2" ......................... OUTLINE OF THE NEW SHOWER ENCLOSURE .......... PROPOSED LEFT DECK ELEVATION A-3 SCALE:4"= 1'-10" ii ........... ----------- T. NEW ROOF CONSTRUCTION (TYP.) REDIRECT EXISTING LEADER TO OPPOSITE -'GAF'ASPHALT ROOF SIDE OF HOUSE-TO REMAIN CLEAR OF SHINGLE MATE UNDERLAYMENT THE NEW SHOWER ENCLOSURE 8 CDX SHEATHING 12 2 x8"R.R.'S @ 16"O.C. T.O.RIDGE 5 T.O.RIDGE +12'-10" Z- +12-1011 NEW ALUM.GUTTERS CONCEALED ALUMINUM FLASHING OVER 8"WIDE'WEATHERWATCH'-TYP. AND LEADERS TO MATCH EXISTING (TYP.) ............................- NEW ALUM.GUTTERS T.O.FINISHED FLOOR AND LEADERS TO T.O.FINISHED FLOOR +8'-9-3/4"± _Q_ /J!4 MATCH EXISTING (TYP.) +8'-9-3/4"± _7 NEW TIMBERTECH 1,7 6"WIDE BOARD DECKING NEW WALL CONSTRUCTION (TYP.) AND TIMBERTECH RAILING 2 PLYWOOD SHEATHING TYVEK HOME WRAP OPENING FOR REQUIRED GUARD MATCH EXISTING SIDING Ell 10 ON STAIR TREADS SHALL NOT ALLOW A SPHERE 4-3/8"TO PASS THROUGH (CEDAR MILL LAP SIDING)2x6 P.T. BOARDS @ 16"O.C. SHALL NOT -0. TRIANGULAR OPENING L- I2 L BOARD AND BATTEN @ INTERIOR PERMIT THE AK AN r,-.TR,,VLl,JT OF AND A�'F THI- do THES- CHARCOAL FIBERGLASS SCREEN ;�P,'j'Fk T Y THE FF' NCEVI NT 'A'[ PF PLic'P:71D PASSAGE OFA 6"0 SPHERE ... ....... (2) 2x6 TOP PLATES VEPIF, A- Fl--4 Cr uON: YJDTlO,, All� icaJ R oIJALIIf OF ,NoRK. (1) 2x6 SOLE PLATE AND 'SHALL B FOR Fl Allll, T.O.FINISHED DECK c I,1A-;1 0', B;-Hal F OF THE CONTRACTOR NO Au niv.,,l,4 ,s T.O.FINISHED FLOOR------ F,',P AN'w CRPO� OR NE:I ECT 0\ HIS FiAr�-f ...........-.......... --- --- .......... +0'-0" AliU -HE NEIN 'ORK �TAJE -0'-1/2 C-4 i A ',LAlluN r)f 2(19.- E D N A ;- ACTINC, UN-FR .............. T.O.FIN.GARAGE FLR UCAT ON 101 F07 AHY PFRSO N1 FS', -tjF'( IF, bo DIR--'Tl,'-N 0- A LICE1,-,ED PFO--FSIIF�a-AL ENGINEER -0 AL Er AIN1 04 1 C, T�.E ITEM IN ANY WA) iF VY FEM BI-ArIN : SEAL OF AN FNGINEER, IS A'TER�D, THE ALIER a fR SHALL AFFIX HIS SEAL AlIt' A NOTAlIO! "Al IEFFD BY", rOTLO*r-[) Hf ITS 'l-,NA1lJP-- AND 'A fE -;)"H A:TFR—ON AND A SPECIFIC DESCRIPTION OF TIC EPATIffl -HAD TED .................... .............. L PROPOSED REAR ELEVATION A-3 SCALE:",= i,-o,, 4 SEAL & SIG1,,IAT-tRl \IN 0P11(-,IllDATE: 4 21'') d" PPO-ECT B It ............ ...... ........ .......... 1AF) F1: E 11AIvIE: ....... ...................... .............. ......................... .............. ........... ............................. . .......... .................. ...... ----------------- ............................. .................. ...... ....... ... ........................... ........... ..................... .......... ------- ----------------- ....................... ........................ .......... ...... --------------- ------ ------ A R SHATARAH CONSULTING ENGINEERS, P.C. 6500 J7__F'lCH0 7:U?N P 1:-,E v c"S'S f,h' 11791 F/',X: (516) 7'96- I .................... 1 CX)v N 16°59'30"W 100.00, CONCEALED ALUMINUM FLASHING OVER 8"WIDE'WEATHERWATCH'-TYP. NEW ROOF CONSTRUCTION (TYP.) -'GAF'ASPHALT ROOF SHINGLE MATE UNDERLAYMENT CDX SHEATHING 8 0 ............. Q �tj (2) 1-3/4"x14"M.L. RIDGE BEAM F CN .......... 2`x6"C.T. @ 32"O.C. , - _ -_ -_2"x8"LEDGER BEAM 12 5 J TO BACK OF HOUSE T.O.RIDGE —-------- - - - +12'-10" ............... I .INEW 30"x60"SKYLIGHT WITH (2)2"x8"FRAMING ON ALL SIDES / s) NEW ALUM.GUTTERS ................................ .................... ..................° '. SELF ADHERING POLYMER ICE SHIELD AND LEADERS TO .. ................................................... .......... A TO 24"INSIDE OF WALL (TYPICAL) MATCH EXISTING (TYP.) FULLY VENTED VINYL BEADED as ZD ------------ SOFFIT (TYPICAL) L V - ........................... M o" ---------------.......... NEW WALL CONSTRUCTION (TYP.) c_j ol 'TYP_._'_ :l PLYWOOD SHEATHING UP TO NEW DECK ELEVATION 2 TYVEK HOME WRAP EXISTING DOOR TO TO BE RELOCATED NEW JOIST HANGER (TYP.) NEW MATCH EXISTING SIDING < 7 SCREENED-IN m RIM JOIST ALONG OUTSIDE --- (CEDAR MILL LAP SIDING) Ln I 1, J cl,i < PERIMETER (TYP.) DECK 2x6 P.T. BOARDS @ 16"O.C. NEW SLOPED JOIST HANGERj NEW TIMBERTECH @ BOARD AND BATTEN @ INTERIOR CHARCOAL FIBERGLASS SCREEN 6"WIDE BOARD DECKING (2) 2x6 TOP PLATES (1) 2x6 SOLE PLATE 4------mv Lu -7-77-r -r 6"O.C. H T.O.FINISHED DECK T.O.FINISHED FLOOR x -0--1/2" 1 'IT 8' F J.@ I IT - (2) 2"x 8"F.J. @ 48"O.C. CK L H < ......................... 6"O.C. > PROPOSED (3) 2"x 12"BEAM 71- T.O.FINISHED DE 2"x 8"F.J. @ I NEW SCREEN-IN DECK GRADE 484 s.f. NEW 6"X6"POSTS WITH (2) '.'DIAMETER THROUGH-BOLTS POST BASE ANCHOR ON 2 P R.P.-POSIED WITH WASHERS AT ALL RAILING TOP OF NEW V-0"O S-0" DEEP SONOTUBE (TYP.) POSTS-TYP. OPEN DECK 504 s.f. IF /11 PROPOSED SECTION 'A' r __i-_ A-4 SCALE: '.'= V0" b 4 04 L �o 23.9- F _7�L NEW TIMBERTECH SEE DETAIL 5/A-2 FOR—----- 6"WIDE BOARD DECKING ADDITIONAL INFORMATION T.O.FINISHED FLOOR 2"xl 2"RIM JOIST ........................................... (3) 2"x 12"BEAM _AAAAza"F.-J.-@ 16"O.0 2"x 8"F.J.@ 16"O.C. T.O.FINISHED DECK -0'-1/2 10 10 2"x 8"F.J. @ 16"O.C. NEW 6"X6"POSTS WITH POST BASE ANCHOR ON TOP OF NEW 1'-0"O 3'-0" DEEP SONOTUBE (TYP.) U-i THESE P = _AAR' A[] INTP,.MEIJT 07 SERV:CE AND APE TIF- PF'j'ER T' o TITd'KEEP EVENN [ 141 BE PF0SFr,TFD 0 (')[�`RACF)RS SHALL VFPIF� N:- FI _�� O)FID Tlu,�S AFDC DI EIISI('tJ cy) S'HALL B- Fr,I, �1�1 AP1D I A N L, I IALI h' OF Wa;K. -4 B_ A F b 1�71 )[ THE (01NIRACTC,P '�IHALI Rt MAI 0 A!!-1 f EFRO;,� OR HE:1 1(T 0, 111 F A 0 A vIOLATION E,,' )N '209- (',I HIL 11-N UP i A UL F-11 �F( 4_ Ar TI[Jr, Wj^FFL LOT LOT co ED,0(',%T:�N I A'Al F071 AtJY �FP , T `P�)=E '10,AL E[j,-IITErc -0 ULP AN't FETI()IJ O� A LICE'ED 21--/ 22 2 PROPOSED SECTION 'Bl ITIM IN At]' INAY IF AN) ITFIl BEAHl', 'EAL UF A',4: FFJ6;NLE',, IS A_TEF[D' THE ALTER IT' -'NC-11,EEP L IlAi7,�F AFFI',, "IIS "EA[ A 4 A-4 J SCALE: ''= VZ - ' vrr,Ilr�: A [):LIFFr- Fi,', %f, L/f Ey HIS IIF1-_ ANF' I TFRA,7 AND 4 7[C FI:', LE'-,rF I PTIONDF THE TE�,AT,'-IFJ ! S 16°59'30"E 100.00, W',Ll_ K NOTED J SALTAIRE WAY PROPOSED SITE PLAN SCALE SEAL & CIKSI'JATI,�RE ORIGINAL DATE: 4-27-_0'''8' PIRC3,1ECT FRIAW ! B\/ CHFCKED R)': DIR AWNG TIT' E: # AD III E NAI`,I� ................. ................... .............................................................................................................. ------- ............... ....... ............................................ .......................................... ..... ..... ............... .............. Hot •• •. OT S POT S ' ( 3 �� Yl r,_�-, , L".- a y ora a� awe Seating Capacity 3 adults *" Dimensions 6'x 6'x 33"/1.83m x 183m x.84m Water Capacity 285 gallons/1,075liters ----- ��; Weight 720Ibs1325 k9 dry,3,620IbsJ1,640 kg filled' Spa Shell Options Pearl or Desert .. Cabinet Options Coastal Gray,Espresso,Teak .u Jets-17 1 Moto-Massage let II. 16 Directional Precision lets _ n A Waterfall n/a Jet Pump 1 Wavemaster'6200.Two-speed 15 HP Continuous Duty, 3.2 HP Breakdown Torque Jet Pump 2 n/a �, Circulation Pump(Optional) SllentFlo 5000 Ozone System(Optional) FreshWater'Ill Corona Discharge SX shown with Pearl shell Control System 10 2020 115v/20 amp" (Includes G.F.C.I protected power cord or 115v/30amp""or 220v/50amp*",60Hz Lighting Blue LED light,dimmable;Splendors'multi-colored LED light,dimmable(optionaq Heater No-Fault 1000w/115v Energy Efficiency FiberCor`lnsulation,Certified to the APSP 14 National Standard and the California Energy Commission (CEC)to accordance with California law Effective Filtration Area 30 sq ft.,top loading Vinyl Cover 3"to 2"tapered,l Ib.density foam core Ash.Caramel or Teak Cover Lifter(Optional) CoverCradle',CoverCradle ll,Lift'n Glide' Steps(Optional) Everwood'or Polymer Coastal Gray,Espresso or Teak SX shown with Pead she#/ Coastal Gray cabinet and Polymer step Entertainment(Optional) Wireless Sound System ' InuudsxaYram3siUtsw�gtrnglr5ltna3ch Requires a dedmied Clan Supplied to the tna at all Grow Elecmwl requirements wil vary outside the US G FG I pro-WW sub-panel tcgwred n 30amp ocmemon or 220v mode Expor, n 230v.SovaMw Hauer Certified ASTM Cover As low as$149/month From the makers of 220v Subpanel,when applicable 12 mos No Interest Finance HotSpringWhite Glove Delivery List price X6295 On Site Orientation OCFAN SPRAY HOTTU55 &SAUNAS i 5. Inside the control panel,locate the terminal block(TB-1). 6. Remove existing power cord. 7. Connect the#10 AWG,BLACK wire from the sub-panel 30 amp GFCI breaker(terminal L11 to TB-1 terminal L1. & Connect the#10AWG,WHITE wire from the sub-panel 30 amp GF01 breaker(terminal R load neutraq to TB-1 terminal N. 9. Conned the#10 AWG,GREEN wire from the sub-panel GROUND bar to TB-1 terminal GROUND. The GFCI breaker inside the sub-panel supplies all of the power to the spa.Before each use,open the sub-panel and press the TEST button located on the sub-panel GFCI breaker.The breaker should snap into the"tripped"position and the spa should stop operating.Reset the sub-panel GFCI breaker by completely pressing the breaker switch down,into the OFF position.Then,flip the breaker switch up,into the ON position.Power should be restored and the spa should resume aeration. If the GFCI breaker fails to operate in this manner,R is an indication of an electrical malfunction and the possibility of an eloctric shock.Disconnect the power until the fault has been Mended and corrected. IMPORTANT.Should you ever find the need to move or relocate your Hot Spot®spa,,it is essential that you understand and apply these instaiNtbri requirements.Your Hat Spot spa has been carefully engineered to provide maximum safety against electric shock.Remember,connecting the spa to an improperly wired circuit will negate many of its safety features. 220 VOLT CONVERSION, 50 AMP (SX & Tx) Conversion instructions NOTE:AnAuthorized Hot Spot®Spa Technician must reconfigure spa using the soft jumpers to allow the heater to run concurrent with jet pump. Alicensed electrician must install the sub-panel(avatlable from your Hot Spot Spa Dealer)to supply {ower to the spa.The s*anel must be placed in sight of the spa,at a minimum distance of 5 feet(1.5 m)away. WIRING ILLUSTRATION 230VAC,50 Amp OPTIONAL 50AI230V SUBPANEL CONVERSION CONNECTION 2-Pole Circuit 230 VAC,40A,60HZ,CONVERTED MODELS Clircuit Breaker (Non GFCI) (� ANGMite,Neutral Lt #10 AM Green,GrourdFr--Rl N Neutral #BAWG WhiteZ 0 #SAM Btdc L1 12,Hot,#8 AWG Red G 0 6oA NAM Red,L2 1-1 Hot #8 AWG Black � 0 Main Service Ground,#10 AWG Green' Electrical � More than 5 feet with GFCI � Panel the Sub-Panel must be Less Than 100 FT Breakers within sight of the spa — Do Not Exceed 50 Feet ( Control Box Power Jumper Position 230 VAC Wiring z ° —(50A Converted) N ° 2 Position Power Jumper ° must be removed on the See Wiring Terminal Block to operate Illustration 230 VAC Spa Models Electrical Installation • HAEG CLIMATIC AND GEOGRAPHIC DESIGN CRITERIARE 31DIE E-IrE TABLE 8301.2(1) HAEG RESIvEN N WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER AIR MEAN 95 APPLE COURT, SOUTHOLD, N.Y.. 11971 -__ - _- -- _ _ 95 APPLE COURT [;SPEED FLOOD PH) TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN FROST LINE DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL TOWN OF SOUTHOLD PLANS ARE IN COMPLIANCE WITH THE 2015 IRC SOUTHOLD, N.Y. 11971 EFFECTS REGION DEBRIS ZONE CATEGORY WEATHERING DEPTH TERMITE TEMP REQD INDEX TEMP MOD TO ND PRINTING AS ADOPTED & AMENDED BY NYS SECTION: 69 20 }30 NO NO NO B SEVERE BOF 3 FT IN MOD SEE BELOW YES N/A 599 51 2015 INTERNATIONAL RESIDENTIAL CODE GENERAL NOTES LAND THE 2016 NYS SUPPLEMENT, BLOCK: 3 GENERAL NOTES - --=-- ---- - -- ------------------------------- --- ----------------- --------- -_ T. 18 1.THE ARCHITECT SHALL NOT RESPONSIBLE FOR THE PERFORMANCE OF THE GENERAL CHAPTER 9: ROOF ASSEMBLIES CONTRACTOR ANY SUB-CONTRACTORS NOR SHALL HE GUARANTEE THE PERFORMANCE MIN.UNIFORMLY DISTRIBUTED LIVE LOADS OF THEIR CONTRACTS.THE OBLIGATION of THE CONTRACTOR SHALL NOT EXTEND To CHAPTER l: SCOPE&APPLICATION I CHAPTER 3: BUILDING PLANNING T1�T TABLE 8301.5 2015 IRC EDITION LUMBER SPECIFICATIONS OF THE OBLIGATION HOAGENTS THE CONTRACTOREMPLOYEES. SECTION ZONING INFORMATION (IN POUNDS PER FOOT) NEW FRONT PORCH & SECTION R101:GENERAL SECTION R318:PROTECTION AGAINST SUBTERRANEAN TERMITES DOUGLAS FIR RIOLI TITLE: THESE PROVISIONS SHALL BE KNOWN AS THE RESIDENTIAL CODE FOR ONE 8318.1 SUBTERRANEAN TERMITE CONTROL METHODS: IN AREAS SUBJECT TO DAMAGE 89043 MATERIAL SPECS.: ROOF COVERING MATERIALS SHALL CONFIRM TO THE TOWN OF SOUTHOLD USE LIVE LOAD WALL #2 OR STUD GRADE REAR ADDITION 2.THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR,NOR HAS CONTROL OR CHARGE OF AND TWO-FAMILY DWELLINGS AND SHALL BE CITED AS SUCH AND WILL BE REFERRED FROM TERMITES AS INDICATED BY TABLE R301.2(1)METHODS OF PROTECTION SHALL BE APPLICABLE STANDARDS LISTED IN THIS CHAPTER STUDS LUMBER @ 10COF CONSTRUCTION MEANS,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS TO HEREIN AS"THE CODE". � ONE,OR A COMBINATION,OF THE FOLLOWING METHODS: I UNINHABITABLE ATTICS W/O STORAGE 10 &PROGRAMS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING& 1.CHEMICAL TERMITICIDE TREATMENT IN ACCORDANCE WITH SECTION R3182 SECTION R905:REQUIREMENTS FOR ROOF COVERINGS UNINHABITABLE ATTICS W/LIMITED STORAGE 20 FLOOR DOUGLAS FIR DAMAGE,BREAKAGE, R905.1 ROOF COVERING APPLICATION; SEE TABLE R301.2(1) ZONE:AHD REGU I RED PROVIDED JOISTS #2 OR BETTER PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DA SECTION R102:APPLICABILITY 2.TERMITE BAITING SYSTEM INSTALLED AND MAINTAINED IN ACCORDANCE COLLAPSE DISTORTION&MISALIGNMENT ACCORDING TO APPLICABLE CODES. R102.1 GENERAL: WHERE THERE IS A CONFLICT BETWEEN A GENERAL REQUIREMENT WITH THE LABEL LOT AREA 10,000 SQ.FT. 10,061 SQ.FT. HABITABLE ATTICS&ATTICS SERVED WI FIXED STAIRS 30 CEILING DOUGLAS FIR ENGINEER: AND A SPECIFIC REQUIREMENT,THE SPECIFIC REQUIREMENT SHALL BE APPLICABLE. 3.PRESSURE PRESERVATIVE TREATED WOOD IN ACCORDANCE WITH THE R90511 UNDERLAYMENT: FRONT YARD 35 FT. 35 FT. BALCONIES(EXTERIOR)&DECKS 40 JOISTS #2 OR BETTER MICHAEL ANGLEONE PE LLC 3.THE ARCHITECT SHALL BE NOTIFIED OF ANY UNFORESEEN SUBGRADE,PHYSICAL WHERE, IN ANY SPECIFIC, DIFFERENT SECTIONS OF THIS CODE SPECIFY DIFFERENT PROVISIONS OF SECTION R317.1 SEE TABLE R901.1.1(1)FOR TYPES REAR YARD 35 FT. 35 FT. FIRE ESCAPES 40 ROOF DOUGLAS FIR CONDITION DISCOVERED,AS WELL AS ANY EASEMENTS,ETC.,NOT INDICATED ON THE ! MATERIALS, METHODS OF CONSTRUCTION OR OTHER REQUIREMENTS, THE MOST 4.NATURALLY DURABLE TERMITE RESISTANT WOOD SEE TABLE R901.1.1(2)FOR APPLICATION , MICHAEL ANGELONE SURVEY OR PLAN,NO WORK SHALL PROCEED UNTIL SAME IS ADDRESSED AND RESTRICTIVE SHALL GOVERN. 5.PHYSICALLY BARRIERS IN ACCORDANCE WITH SECTION R318.3 AND USED IN SEE TABLE 8901.1.1(3)FOR ATTACHMENT 51 DE YARD (MIN) 15 FT. 10.5 FT. (NO CHANGE) RAFTER #1 OR BETTER RESOLVED. LOCATIONS AS SPECIFIED IN SECTION R317.1 SIDE YARD (ASG) 25 FT. 33.33 FT. GUARDS&HANDRAILS 200 4 POND PLACE SECTION R105:PERMITS 6.COLD FORMED STEEL FRAMING IN ACCORDANCE WITH SECTIONS R505.2.1 AND R90S.2 ASPHALT SHINGLES: THE INSTALLATION OF ASPHALT SHINGLES SHALL COMPLY BUILDING HEIGHT 35 FT. +/-30 FT. (NO CHANGE) GUARD IN-FILL COMPONENTS 50 4.DISCREPANCIES,ERRORS,OMISSIONS,ETC.,IN ANY PORTION OF THE DRAWINGS WHICH WITH THE PROVISIONS OF THIS CODE. OYSTER BAY, N.Y. 11771 R105.1 REQUIRED: ANY OWNER OR OWNERS AUTHORIZED AGENT WHO INTENDS TO I R60321 ARE AT VARIANCE WITH THE LAW ORDINANCES,RULES OR REGULATIONS,BEARING ON CONSTRUCT,ENLARGE,ALTER,REPAIR,MOVE,DEMOLISH OR CHANGE THE OCCUPANCY L----- - -- ----- ------- --- - -) PASSENGER VEHICLE GARAGES SO TEL.:516.922.2024 THE CONDUCT OF THE WORK SHALL BE REPORTED PROMPTLY TO THE ARCHITECT. ENLARGE, ALTER, REPAIR ------------------- ---- ------------- - 8905.2.1 SHEATHING REQUIREMENTS: ASPHALT SHINGLES SHALL BE FASTENED TO SOLIDLY OF A BUDDING OR STRUCTURE, OR TO ERECT, INSTALL, SHEATHED DECKS. ROOMS OTHER THAN SLEEPING ROOMS 40 FAX: 516.453.6002 REMOVE,CONVERT OR REPLACE ANY ELECTRICAL,GAS,MECHANICAL OR PLUMBING CHAPTER 4: FOUNDATIONS FLOOR AREA 5.ANY DEVIATIONS FROM THE ARCHITECT'S DRAWINGS MUST BE SUBMITTED TO THE SYSTEM,THE INSTALLATION OF WHICH IS REGULATED BY THIS CODE,OR TO CAUSE ANY ��T SLEEPING ROOMS 30 ARCHITECT IN WRITING FOR APPROVAL. SUCH WORK TO BE PERFORMED,SHALL FIRST MAKE APPLICATION TO THE BUILDING R905.2.2 SLOPE: ASPHALT SHINGLES SHALL BE USED ONLY ON ROOF SLOPES OF TWO UNITS B REAKD O V V N STAIRS 40 OFFICIAL AND OBTAIN THE REQUIRED PERMIT. SECTION 8401:GENERAL VERTICAL IN 12 UNITS HORIZONTAL(2:12)OR GREATER.FOR ROOFS(2:12)-(4:12),DOUBLE I Contractor must verify all measurements SEE TABLE R30L2(1) UNDERLAYMENTIS REQUIRED. CONTRACTORS1st FLOOR SECTION 8108:FEES 8401.2.REQUIREMENTS:FOUNDATION CONSTRUCTION SHALL BE CAPABLE OF and conditions prior to beginning any R108.1 PAYMENT OF FEES:A PERMIT SHALL NOT BE VALID UNTIL THE FEES PRESCRIBED 8905.2.5 FASTENERS: FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, EXISTING 1,285 S.F. RESPONSIBILITIES ACCOMMODATING ALL LOADS. (SEE TABLE 401.4.1) STAINLESS STEEL,ALUMINUM OR COPPER ROOFING NAILS. work. Report all discrepancies to the BY LAW HAVE BEEN PAID,NOR SHALL AN AMENDMENT TO A PERMIT BE RELEASED NEW ADDITION 285 S.F. MIN.ROOF LIVE LOADS IN POUNDS-FORCE PER UNTIL THE ADDITIONAL FEE,IF ANY,HAS BEEN PAID. SECTION R402:MATERIALSSQUARE FOOT OF HORIZONTAL PROJECTION R402.2 CONCRETE:CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE 89(152.6 ATTACHMENT: ASPHALT SHINGLES SHALL HAVE THE MIN.NUMBER OF FASTENERS Architect in writing. Plans subject to SS FOR CONCRETE FOOTINGS D TTABLE 8301.6 2015 IRC EDITION 1.THE CONTRACTOR SHALL COORDINATE SCHEDULING OF SUB-CONTRACTORS&OTHER SECTION R109:INSPECTIONS REQUIRED BY THE MANUFACTURER,BUT NOT LESS THAN 4 FASTENERS PER STRIP SHINGLE CONTRACTS&SHALL PROVIDE EVERY POSSIBLE COOPERATIVE EFFORT TO COORDINATE STRENGTH OF P c (SEE TABLE 402.2) OR 2 PER INDIVIDUAL SHINGLE, I 2nd FLOOR approval by all governmental agencies R109.1 TYPES OF INSPECTIONS:FOR ON-SITE CONSTRUCTION,FROM TIME TO TIME THE ROOF SLOPE TRIBUTARY LOADED AREA IN SQUARE COMPLETION OF ALL WORK.THE GENERAL CONTRACTOR SHALL COMPLETE A BUILDING OFFICIAL,UPON NOTIFICATION FROM THE PERMIT HOLDER OF HIS AGENT, SECTION R403:FOOTINGS EXISTING 873 S.F. FEET FOR ANY STRUCTURAL MEMBER having jurisdiction. The Architect has not COMPREHENSIVE SCHEDULE FOR ALL WORK PERTAINING TO ALL CONTRACTS&SHALL SHALL MAKE OR CAUSE TO BE MADE ANY NECESSARY INSPECTIONS AND SHALL EITHER THICKNESS R905.2.8 FLASHING:FLASHING FOR ASPHALT SHINGLES SHALL COMPLY WITH THIS SECTION. SUBMIT THE SAME TO THE OWNER IN AN ACCEPTABLE FORMAT FOR REVIEW APPROVE THAT PORTION OF THE CONSTRUCTION AS COMPLETED OR SHALL NOTIFY THE SHALL BE IN ACCORDANCE WITH TABLES 8403.1 8403.1.1 MINIMUM SIZE:THE MINIMUM WIDTH AND HICKNE (SEE TABLES) I (SEE PLAN FOR VALLEY FLASHING WHEN APPLICABLE) 0 TO 200 201 TO 600 OVER 600 been retained for any field supervision WELL IN ADVANCE OF WORK COMMENCEMENT. PERMIT HOLDER OR HIS OR HER AGENT WHEREIN THE SAME FAILS TO COMPLY WITH THIS FLAT OR RISE LESS THAN CODE. SECTION 8404:FOUNDATION AND RETAINING WALLS SECTIONR906:ROOFINSULATION SHED 4 INCHES PER FOOT(1:3) 20 16 12 or inspection. His responsibility is limited i '� 2.THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH THE OWNER (SEE PLANS AND IECC REPORT FOR REQUIRED INSULATION VALUES) TO MINIMIZE INTERRUPTIONS TO NORMAL OWNER OPERATIONS. SECTION 8110:CERTIFICATE OF OCCUPANCY 8404.1 CONCRETE AND MASONRY FOUNDATION WALLS:THE CONCRETE FOUNDATIONS ' - - EXISTING 170 S.F. to the accuracy of the plan. The Architect Rl 101 USE AND OCCUPANCY: A BUILDING OR STRUCTURE SHALL NOT BE USED OR WALLS ARE DESIGNED AS PER SECTIONS R404.1.3&R404.1.2,(SEE PLANS) - - - - - -- RISE 4 INCHES PER FOOT(1:3)TO LESS THAN 12 INCHES PER FOOT(1:1) 16 14 12 is further not responsible for any damage 3.EACH CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING,FITTING&PATCHING OF OCCUPIED,AND A CHANGE IN THE EXISTING USE OR OCCUPANCY CLASSIFICATION OFA SECTION 8405:FOUNDATION DRAINAGE HIS WORK THAT MAY BE REQUIRED TO COMPLETE THE WORK SOF HIS CONTRACT. BUILDING OR STRUCTURE OR PORTION THEREOF SHALL NOT BE MADE, UNTIL THE 18405.1 CONCRETE N MASONRY FOUNDATIONS:DRAINS SHALL BE PROVIDED AROUND arising out of the contractors failure to BUILDING OFFICIAL HAS ISSUANCE OF A CERTIFICATE OF OCCUPANCY THEREFOR AS I CONCRETE OR MASONRY FOUNDATIONS THAT RETAIN EARTH AND ENCLOSE HABITABLE R/O FRONT PO]CH RISE 12 INCHES PER FOOT(1:1)AND ATER i► 12 12 execute the work exactly as shown on the 4.THE CONTRACTORS SHALL MAKE TIMELY SUBMISSIONS TO THE OWNER OF THE PROVIDED HEREIN. OR USABLE SPACES LOCATED BELOW GRADE,(SEE PLANS) PROPOSED 160 S.F. VARIOUS ITEMS SET FORTH SO AS TO ALLOW REASONABLE&ADEQUATE TIME FOR _ ------- ------ -- ---------- approved drawing(s). REVIEW,POSSIBLE CORRECTION,POSSIBLE RE-SUBMISSION&FOR APPROVAL OF ------- ----- - --_---- SUBMISSIONS WITHOUT DELAYING THE PROGRESS OF THE PROJECT. -- --- -- - SECTION R406:FOUNDATION WATERPROOFING AND DAMPPROOFING FOR SI:1 SQUARE FOOT=0.0929 M, 1 POUND PER SQUARE FOOT�.0419 kPa,l INCH PER FOOT=83.3 MM/M CHAPTER 2:DEFINITIONS 1 ! SECTION R406.1 CONCRETE AND MASONRY FOUNDATION DAMPPROOFWG:DAMPPROOFING Z OR WATERPROOFING SHALL BE APPLIED TO EXTERIOR FOUNDATION WALLS.(SEE PLANS). 5.CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE,I.E.CONTRACTORS LIABILITY, TOTAL FLOOR"LREA 2,773 S.F. WORKMAN'S COMPENSATION,COMPLETED OPERATIONS,ETC.ADEQUATE FOR THE j CONTRACTOR TO FAMILIARIZE THEMSELVES WITH SECTION R202 SECTION 8407:COLUMNS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBEf PURPOSES OF THIS PROJECT AND FURNISH PROOF OF SAME PRIOR TO COMMENCING WITH I I TABLE R301.7 2015 IRC EDITION WORK, --- SECTION R407.1 WOOD COLUMN PROTECTION:WOOD COLUMNS SHALL BE PROTECTED AGAINST DECAY.(SEE SECTION 8311) LLOWABLE -----__-__-_---------_.-- - � STRUCTURAL MEMBER ' 6,BEFORE SUBMITTING ANY PROPOSAL,IT SHALL BE THE RESPONSIBILITY OF THE bEFLECTION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL CONDITIONS AT THE SITE RELATIVE CHAPTER 3: BUILDING PLANNING SECTION R407.2. STEEL COLUMN PROTECTION:ALL SURFACES OF STEEL SHALL BE GIVEN A o I 61 RAFTERS HAVING SLOPES GREATER THAN 3:12 W/ 11180 E MATCHED,WORKING SPACE AVAILABLE SHOP COAT OFRUST-INHIBITIVE PAINT. � FINISHED CLC.NOT ATTACHED TO RAFTERS TO EXISTING CONDITIONS,MATERIALS TO B MA SECTION 8301:DESIGN CRITERIA N 3 . SAFETY PRECAUTIONS,ETC.REQUIRED FOR THE SAFE AND EXIPEDIT[OUS EXECUTION OF 8301.2.3:SNOW LOADS:(SEE TABLE R301.2(1)) SECTION 8407.3.STRUCTURAL REQUIREMENTS:WOOD COLUMNS SHALL BE NOT LESS IN `� II 5 43 �" INTERIOR WALLS&PARTITIONS H/180 THIS CONTRACT.FAILURE TO DO SO WILL NOT BE CAUSE FOR EXTRA COST TO THE OWNER OR OWNER'S REPRESENTATIVES. R301.4 DEAD LOAD:THE ACTUAL WEIGHTS OF MATERIALS AND CONSTRUCTION SHALL BE NOMINAL SIZE THAN 4"A".STEEL COLUMNS SHALL BE NOT LESS THAN 3 0,SCHEDULE 40 77 FLOORS L/360 USED FOR DETERMINING DEAD LOAD W/CONSIDERATION FOR THE DEAD LOAD OF FIXED % PIPE UNLESS NOTED OTHERWISE. Z - ---_ 4O CEILINGS W/BRITTLE FINISHES(INCLD.PLASTER L/360 7.ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR FILING AND OBTAINING SERVICE EQUIPMENT. - -- ------- - ------ &STUCCO) SEAL: APPROVALS FOR THEIR WORK WHICH MAY BE REQUIRED AND PROVIDE ALL EQUIPMENT, __ _ _ TOOLS,FENCES,TRANSPORTATIONS,SAFEGUARDS,ETC.,AS REQUIRED FOR THE PROPER R301.5 LIVE LOAD: THE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOAD SHALL BE AS [CHAPTERS: FLOORS = ' EXECUTION OF THEIR WORK. PROVIDED IN TABLE 8301.5 ° 0 � CEILINGS WI FLEXIBLE FINISHES(INCLD. L1240 GYPSUM BOARD) DO NOT SCALE DRAWINGS _ I o SECTION R501:GENERAL IV ALL OTHERSTRUCTURAL MEMBERS IJ24p ALL RIGHTS RESERVED 8,EACH SUBCONTRACTOR SHALL SUBMIT A COPY OF HIS INSURANCE COVERAGE 8301.6 ROOF LOAD:THE ROOF SHALL BE DESIGNED FOR THE LIVE LOAD INDICATED IN O m JXISTIN� GJ TABLE R301.6 OR THE SNOW LOAD INDICATED IN TABLE R301.2(1)WHICHEVER IS GREATER R501.2 REQUIREMENTS:FLOOR CONSTRUCTION SHALL BE CAPABLE OF ACCOMMODATING I All drawings, specifications, and copies (WORKMANS COMPENSATION,LIABILITY,DISABILITY)TO THE OWNER PRIOR TO Q IV SHED � EXTERIOR WALLS-WIN)LOADS WI PLASTER OR COMMENCING WORK EACH CONTRACTOR SHALL SUBMIT LIEN RELEASES PRIOR TO ( ALL LOADS IN ACCORDANCE WITH SECTION R301 AND OF TRANSMITTING THE RESULTING H/360 thereof furnished by the Architect and his REQUESTING FINAL PAYMENT. 8301.7 DEFLECTION:THE ALLOWABLE DEFLECTION OF ANY STRUCTURAL MEMBER UNDER� LOADS TO THE SUPPORTING STRUCTURAL ELEMENTS. _ STUCCO FINISHES EXTERIOR WALLS-WIND LOADS W/OTHER Consultants are and shall remain their THE LIVE LOAD LISTED IN SECTIONS 8301.5 AND R301.6 OR WIND LOADS DETERMINED BY i ` 2O H1240 property. The are not to be used on this or 9.IT IS NOT THE INTENT OF THE SPECIFICATIONS TO PROVIDE FOR SUBSTITUTION OF SECTION 8301.2.1 SHALL NOT EXCEED THE VALUES IN TABLE 8301.1 i SECTION R502:WOOD FLOOR FRAMING BRITTLE FINISHES p p y' y MATERIALS BY SPECIFIC BRAND WHETHER EQUAL OR UNLESS SPECIFICALLY CALLED R502.l GENERAL:(PROJECT IS DESIGNED IN ACCORDANCE WITH 2015 WFCM) -�' RI +�-4'-�� Q any other project unless written permission is OUT.WHERE MATERIALS ARE NOT SPECIFIED CONTRACTORS ARE TO PROVIDE SAMPLES SECTION R312:GUARDS AND WINDOW FALL PROTECTION EXTERIOR WALLS WIND LOADS WI FLEXIBLE FINISHES H/120 FOR APPROVAL. 8312.1.2 HEIGHTS:REQUIRED GUARDS AT OPEN SIDED WALKING SURFACES, INCLUDING SECTION R503:FLOOR HEA HN O'-ro LINTELS SUPPORTING MASONRY VENEER WALLS 11600 given by the Architect and his Consultants. STAIRS,PORCHES,BALCONIES OR LANDINGS,SHALL BE NOT LESS THAN 36 INCHES HEIGHT 8503.1 LUMBER SHEATHING:(PROJECT IS DESIGNED IN ACCORDANCE WITH 2015 WFCM) THIS PLOT PLAN&IS SUBJECT 10.CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS WORK FROM THE SITE AND AS MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACE OR THE LINE TO VERIFICATION BY A ©COPYRIGHT 2018 DISPOSE OF IN A LEGAL MANNER ON A WEEKLY BASIS OR SOONER IF CONDITIONS CONNECTING THE LEADING EDGES OF THE TREADS. LICENSED SURVEYOR. WARRANT. CHAPTER 8: ROOF-CEILING CONSTRUCTION PROPGED PRESUMPTIVE LOAD BEARING VALUES R312.1.3 OPENING LIMITATIONS:REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE REAR ADDITON OF FOUNDATION MATERIALS 11.ALL NEW INSTALLATIONS SHALL BE IN ACCORDANCE WITH MFG.LATEST PRINTED WALKING SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE OF A SPHERE SPECIFICATIONS&WITH CODE COMPLIANCE,THE CONTRACTOR WILL NEED TO RECEIVE 4 INCHES IN DIAMETER SECTION R801:GENERAL TABLE 8401.4.1 2015 IRC EDITION APPROVAL OF ANY OTHER STATED MATERIALS FOR THE PROJECT. SECTION R317:PROTECTION OF WOOD AND WOOD-BASED PRODUCTS AGAINST DECAY R801.2 REQUIREMENTS: ROOF AND CEILING CONSTRUCTION SHALL BE CAPABLE OF CLASS OF MATERIAL LOAD BEARING PRESSURE R317.1 LOCATION REQUIRED;PROTECTION OF WOOD AND WOOD BASED PRODUCTS FROM ACCOMMODATING ALL LOADS IN ACCORDANCE WITH SECTION R301 AND OF TRANSMITTING THE RESULTING LOADS TO THE SUPPORTING STRUCTURAL ELEMENTS (LBS PER sQ.FT.) . 12.ALL WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER&ALL MECHANICS DECAY SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS BY THE OF NATURALLY EXISTING TWO STORY D �.� .. ' SHALL BE SKILLED IN THEIR TRADE. DURABLE WOOD OR WOOD THAT IS PRESERVATIVE TREATED IN ACCORDANCE WITH AWPA FRAMED DWELLING CRYSTALLINE BEDROCK 12,000 Ul FOR THE SPECIES,PRODUCT,PRESERVATIVE AND END USE,PRESERVATIVES SHALL BE SECTION 8802:WOOD ROOF FRAMING t � ) 13.AT THE COMPLETION OF WORK THE SITE IS TO BE CLEARED OF ALL DEBRIS AND LISTED IN SECTION 4 OF AWPA Ul. R802,1 GENERAL:(PROJECT IS DESIGNED IN ACCORDANCE WITH 2015 WFCM) SEDIMENTARY AND FOLIATED ROCK 4,000 1, EXCESS MATERIALS. THE FACILITY IS TO BE LEFT BROOM CLEAN AND WORK IS TO BE 1.WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER OCT 1 5 No. Date Remark SECTION 8803:ROOF SIHEATHING SANDY GRAVEL AND/OR GRAVEL(GW AND GP) 3,000 COMPLETED TO THE TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF FINAL THAN 18 INCHES OR WOOD GIRDERS WHEN CLOSER THAN 12 INCHES TO THE (PROJECT IS DESIGNED IN ACCORDANCE WITH 2015 WFCM) PROPOSED R/O FRONT PO[ZCH 0_ REVISIONS pAyr,E(� EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN 6 SAND,SILTY SAND,CLAYEY SAND,SILTY GRAVEL 2,000 7. � n-1-11 ""s THE PERIPHERY OF THE BUILDING FOUNDATION AND CLAYEY GRAVEL(SW SP SM SC GM AND GC) K;- SECTION 8806:ROOF VENTILATION -D Title: 2.WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR 8806.1 VENTILATION REQUIRED: ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES CLAY,SANDY,SILTY CLAY,CLAYEY SILT,SILT AND CODE COMPLIANCE E 6 INCHES FROM THE GROUND OR FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SAND SILTCLAY(CL ML,MH AND CH) 1,500 i FOUNDATION WALLS A ARE 8TIN�CHES FROM THE EXP SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS _ � GENERAL 3.WOOD SIDING,SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE 0 - 1.ALL CONTRACTORS SHALL BUILD IN COMPLIANCE WITH ANY&ALL APPLICABLE NYS LESS THAN 2 INCHES MEASURED VERTICALLY FROM CONCRETE STEPS,PORCH I PROTECTED AGAINST ENTRANCE OF RAIN OR SNOW.VENTILATION OPENINGS SHALL HAVE _ Z _ ___ BUILDING CODES AS WELL AS THE REQUIREMENTS OF LOCAL AGENCIES.THESE SLABS,PATIO SLABS AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE A LEAST DIMENSION OF 16"MIN.AND 4"MAX. o RESPONSIBILITIES INCLUDE BUT ARE NOT LIMITED TO MATERIALS,EQUIPMENT, WEATHER X MINIMUM CODE DETAIL S SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE APPLICATIONS/INSTALLATIONS,THE PROPER SEQUENCE OF TRADES&PHASES OF 4.WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE PERMEABLE FLOORS OR R806.2 MINIMUM VENT AREA: THE MINIMUM NET FREE VENTILATION AREA SHALL BE OF N m wAND CONSTRUCTION,FILING PROCEDURES,&GENERAL ACCEPTABLE BUILDING PRACTICES ROOFS THAT ARE EXPOSED TO THE WEATHER SUCH AS CONCRETE OR MASONRY THE AREA OF THE VENTED SPACE. �7 MINIMUM SPECIFIED COMPRESSIVE STRENGTH e(fc) NOTES OUTLINED BY THESE CODES.THESE REQUIREMENTS SHALL PERTAIN TO THE PROPERTY SLABS,UNLESS SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS __ �jWEATHERING POTENTIAL b ADDRESSED HEREIN AS WELL AS ANY NEIGHBORING PROPERTIES THAT MAY BE MOISTURE BARRIER V 0) TYPE OF LOCATIONS OF CONCRETE CONSTRUCTION NEGLIGIBLE MODERATE SEVERE AFFECTED BY ITS ALTERATION.BE IT KNOWN THAT ALL NOTES&SPECIFICATIONS S.WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED - BASEMENT WALLS,FOUNDATIONS&OTHER CONCRETE NOT EXPOSED TO THE 2,500 2,500 2,500 Drawn by: TC Checked by: MAA SHOWN HEREIN,WHICH MAKE REFERENCE TO SAID RESPONSIBILITIES,ARE DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY WALLS OR CONCRETE WALLS WEATHER Date: 09/17/18 Scale: As Noted RECOMMENDATIONS OF THIS OFFICE&ARE SUBJECT TO CHANGE AS PER ANY BELOW GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER IS APPLIED ► ► BASEMENT SLABS&INTERIOR SLABS ON GRADE,EXCEPT GARAGE FLOOR 2,500 2,500 2,500, Job No.: 18101 GOVERNING AGENCIES&REPRESENTATIVES THEREOF,ANY DISCREPANCIES WHICH MAY BETWEEN THE WALL AND THE FURRING STRIPS OR FRAMING MEMBERS R=225.00 L=56.09' SLABS ARISE BETWEEN THESE DRAWINGS&SAID REQUIREMENTS SHALL BE BROUGHT TO THE BASEMENT WALLS,FOUNDATION WALLS,EXTERIOR WALLS&OTHER VERTICAL 2,500 3,000 a 3,000 a Drawing No. ARCHITECTS ATTENTION BEFORE THE COMMENCEMENT OF THE WORK IN QUESTION, i R317.3.1.FASTENERS FOR PRESERVATIVE-TREATED WOOD:FASTENERS,INCLUDING NUTS AND WASHERS,FOR PRESERVATIVE TREATED WOOD SHALL BE OF HOT DIPPED,ZINC CONCRETE WORK EXPOSED TO THE WEATHER 2.EACH CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE COATED GALVANIZED STEEL,STAINLESS STEEL,SILICON BRONZE OR COPPER,COATING I PORCHES,CARPORT SLABS&STEPS EXPOSED TO THE WEATHER,&GARAGE FLOOR 2,500 3,000 d e 3,5004 e INTERNATIONAL RESIDENTIAL CODE,IN,ENERGY CONSERVTATION,PLUMBING, TYPES AND WEIGHTS FOR CONNECTORS IN CONTACT WITH PRESERVATIVE TREATED WOOD APPLE COURT SLABS MECHANICAL,NFPA 70,O.S.H.A,&ALL OF THE LOCAL GOVERNMENTAL AGENCIES SHALL BE IN ACCORDANCE WITH THE CONNECTOR MANUFACTURER'S RECOMMENDATIONS, FOR SI:l POUND PER SQUARE INCH=6.895 kPa. , HAVING JURISDICTION,INSOFAR AS APPLICABLE TO HIS PORTION OF THE WORK. IN THE ABSENCE OF MANUFACTURER'S RECOMMENDATIONS,A MINIMUM OF ASTM A 653 a. AT 28 DAYSpsi. j TYPE G185 ZINC COATED GALVANIZED STEEL,EQUIVALENT,SHALL BEUSED. b. SEE TABLE 8301.2(1)FOR WEATHERING POTENTIAL. 3.NO NOTE OR DETAIL SHALL BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM AN I t� c, CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN I V ACCORDANCE WITH FOOTNOTE d. EXECUTION OF ALL WORK IN ACCORDANCE WITH ALL STATE&LOCAL CODES. d. CONCRETE SHALL BE AIR-ENTRAINED.TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE)SHALL NOT BE LESS THAN 5 PERCENT OR MORE SCALE. 1" = 20'-0" THAN 7 PERCENT. e. SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. I ----—— 2015HAEG INTERNATIONAL RESIDENTIAL CHARTS & TABLES RESIDENCE 95 APPLE COURT - - - --- - ------ - ----- --, SOUTHOLD, N.Y. 11971 UNDERLAYMENT C YPES EDMON FASTENER SCHEDULE FOR STRUCTURAL MEMBERS TABLE R%5.1.(1)2015 IRC EDITI ; RAFTER AND/OR CEILING JOIST TO TOP PLATE LATERAL&SHEAR CONNECTION REQUIREMENTS. ROOF COVERING SECTION MAXIMUM ULTIMATE DESIGN MAXIMUM ULTIMATE DESIGN TABLE-3.1WFCM 2015 EDITION (TABLE 3.4A 2015 RVFCM EDITION) SECTION: 69 WAID SPEED,V ult<140MPH WIND SPEED,V ult > 140MPH JOINT DESCRIPTION #OF NAILS #BOX NAILS NAIL SPACING 700-YR/WIND SPEED BLOCK: 3 ASPHALT SHINGLES R905.2 ASTM D 226 TYPE I ASTM D 226 TYPE U ROOF FRAMING 120 130 140 ASTM D 4869 TYPE I II„III or IV ASTM D 4869 TYPE IV 3-SECOND GUST(MPH) L4T: 18 E A RAFTER TO TOP PLATE 3-8d 3.10d PER RAFTER ASTM D 6757 ASTM D 6751 � RAFTER/CLG,JOIST WALL HT. NUMBER OF 8d COMMON NAILS OR lOd(TOENAILED) I a CEILING JOIST TO TOP PLATE JOE-NAILED) 3-8d 3-10d PER JOIST ! SPACING(IN.) (Fr.) REQD.IN EA.RAFTER AND/OR CLG.JOIST TO TOP PLATE CONNECTIOT ' CEILING JOIST TO PARALELL RAFTER(FACE-NAILED) VARIES-16d VARIES44d EACH LAP j 8 2 2 3 UNDERLAYMENT APPLICATIONS CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) VARIES-16d VARIES-40d EACH LAP 12 10 2 2 3 NEW FRONT PORCH & TABLE R9051(1)2015 IRC EDMON ROOF COVERING SECTION MAXIMUM ULTIMATE DESIGN �COLLAR TIE TORAFTER(FACE-NAILED) VARIES-10d VARIES-12d PER TIE 16 8 2 2 3 REAR ADDITION 10 2 2 3 WAID SPEED,V ult > 140MPH BLOCKING TO RAFTER(TOE-NAILED) 2-8d 2-10d EACH END 8 2 2 3 FOR ROOF SLOPES FROM'TWO UMTS VERTICAL IN 12 SAME AS MAX ULTIMATE DESIGN WIND SPEED, RIM BOARD TO RAFTER(END-NAILED) 2-16d 3-16d EACH END 24 10 2 2 3 ENGINEER: UMTS HORIZONTAL(21Z),UP TO FOUR UNITS Vult< 140 mph EXCEPT ALL LAPS SHALL BE NOT VERTICAL IN 12 UNITS HORIZONTAL(4:12), LESS THAN 4 INCHES. WALL FRAMING ! 1)PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4 MICHAEL ANGLEONE PE LLC UNDERLAYMENT SHALL BE TWO LAYERS APPLIED TOP PLATE TO TOP PLATE TACE-NAILED) 2-16d 2-16d PER FOOT 2)WHEN CLG.JOISTS ARE INSTALLED PARALLEL TO RAFTERS,THR SUM OF THE TOENAILS IN THE RAFTER& M:ICHAEL ANGELONE IN THE FOLLOWING MANNER:APPLY A 19 INCH CLG.JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER IOF NAILS REQ'D. Li STRIP OF UNDERLAYMENT FELT PARALLEL TO AND TOP PLATE AT INTERSECTIONS(FACE-NAILED) 4-16d 5-16d JOINTS-EACH SIDE 3)TO AVOID SPLITTING,NO MORE THAN 2 TOENAILS SHALL BE IMSTALLED IN EACH SIDE OF A RAFTER OR CLG. JOIST WHEN FASTENED TO A 2X4 TOP PLATE OR 3 TOENAILS IN EACH SIDE WHEN FASTENED TO A 2X6 TOP PLATE 4 ]POND PLACE STARTING AT THE EAVES.STARTING AT THE SAVE, STUD TO STUD(FACE-NAILED) 2-16d 2-16d 24”O.C. 4)WHERE TOP PLATE-TO-RIDGE HEIGHTS EXCEED 10',THEY SHALL BE ADJUSTED AS FOLLOWS: APPLY 36 INCH WIDE SHEETS OF UNDERLAYMENT, I OYSTER BAY, N.Y. 11771 OVERLAPPING SUCCESSIVE SHEETS 19 INCHES. HEADER TO HEADER(FACE-NAILED) 16d 16d 16"O.C.ALONG EDGES DISTORTIONS IN THE UNDERLAYMENT SHALL NOT WALL 8' IV TEL.:516.922.2024 INTERFERE WI THE ABILITY OF THE SHINGLES TO TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2.164 2.404 PER 2x4 STUD TOP PLATE TO ADJUSTMENT FACTOR ASPHALT SHINGLES R905.2 SEAL. RIDGE 2140d PER 2x6 FAX: 516.453.6002 STUD RIDGE HT(FT) 2-16d 2404 PER 2x8STUD I FOR ROOF SLOPES OF FOUR UMTS VERTICAL IN THE BOT,PLATE TO FLR.JOIST,BAND JOIST,END JOIST 10' 1.00 1.00 OR BLOCKING ACE-NAILED 2-16d 2-16d PER FOOT �, IS' 1.15 1.25 12 UNITS HORIZONTAL(k 12)OR GREATER, Contractor must verify all measurements UNDERLAYMENT SHALL BE ONE LATER APPLIED IN FLOOR FRAMING j 20 1.40 1.50 THE FOLLOWING MANNER:UNDERLAYM,ENT SHALL BE APPLIED SHINGLE GASHION,PARALLEL JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d 4-10d PER JOIST j an conditions prior to beginning any TO AND STARTING FROM THE EAVE AND LAPPED 2 work. Report all discrepancies to the INCHES,DISTORTIONS NR TITS UNDERLAYMENT BRIDGING TO JOIST(TOE-NAILED) 2-8d 2•IOd EACH END i ROOF SHEATHING ATTACHMENT R EQUIREMENTS FOR WIND LOADS SHALL NOT INTERFERE WITH THE ABILITY OF THE BLOCKING TO JOIST(TOE NAILED) 2 8d 2-lOd EACH END TABLE 3.10 20)15 EDITION Architect in writing. Plans subject to SHINGLES TO SEAL.END LAPS SHALL BE 4 INCHES FASTEST-MILE WAND SPEED(MPH) approval by all governmental agencies AND SHALL BE OFFSET BY 6 FEET. BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16d 4-16d EACH BLOCK tJ 120 130 140 having jurisdiction. The Architect has not LEDGER STRIP TO BEAM(FACE-NAILED) 3-16d 4-16d EACH JOIST STRUCTURAL SHEATHING JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-lOd PER JOIST E F E F E F been retained for any field supervision SHEATHING LOCATION RAFTER I TRUSS SPACING MAX.NAIL SPACING FOR 8d COMMON or inspection. His responsibility is limited BAND JOIST TO JOIST(END-NAILED) 3 16d 4-16d PER JOIST pm,O.C.) NAILS(WCHES,O.C.) BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d 3-16d PER FOOT 4'PERIMETER EDGE ZONE 112 6 12 6 12 6 12 to the accuracy of the plan. The Architect ROOF SHEATHING I 116 6 12 6 6 6 6 is :further not responsible for any damage 12"O.C. 124 6 6 6 6 6 6 arising out of the contractor's failure to STRUCTURAL PANELS gd lOd 6"O.C.ON EDGE j 6"O.C.ON GABLE RAKE INTERIOR ZONE 112 6 12 6 12 6 12 exlecute the work exactly as shown on the 116 6 12 6 12 6 12 DIAGONAL BOARD SHEATHINGa roved drawin •. I j 1x6 OR 1x8 2-8d 2.l0d PER SUPPORT 1.9.2 6 12 6 12 6 12 P113 drawing(s). ".• 1 x10 OR WIDER 3-8d 3-10d PER SUPPORT ;24 6 12 6 12 6 6 • I GABLE ENDWALL RAKE&RAKE TRUSS' 6 6 6 6 6 6 CEILING SHEATHING BOARD SHEATHING • Simpson Strong-Tie 5d Sd j SHEATHING SIZE RAFTER/TRUSS SPACING MIN.NUMBER OF 8d COMMON NAILS AC4 GYPSTM WALLBOARD 7 EDGE l 10'FIELD SIMPSON STRONG-TIE SIMPSON STRONG-TIE COOLERS COOLERS 1x6 OR 1x8 SHEATHING C 12-19.2 2 ,0 2. 2 PER SUPPORT 2 ADJUSTABLE do STANDOFF POST POST CAP WALL SHEATHING BASE (AC) STRUCTURAL PANELS 8d IOd 6"O.C.EDGE 1x10 OR LARGER SHEATHING 11-•19.2 3 +3! 3 (ABA44) AT EA. POST ANCHORED TO INSTALLED @ ALL POSTS ucAGALV.ROOFINGNA� 12"O.C. FIBERBOARD CONCRETE ARD PANELS (0.120"M-IT I C✓�v� 1. �c' 112 (o.I.o" LONG x ^HEAD) — 3 EDGE 16 FIELD I IGA GALV.ROOFING NAIL (0.120"x1-314"LONG z HEAD) 25/32" — 3"EDGE 16"FIELD }" GYPSUM WALLBOARD Sd Sd 7"EDGE 110"FIELD COOLERS COOLERS HARDBOARD 8d 8d 12"O.C. ! SEAL: PARTICLEBOARD PANELS 8d 8d (SEE MANUFACTURER) DIAGONAL BOARD SHEATHING DO NOT SCALE DRAWINGS RAFTER 1x6 OR 1x8 2.8d 2-10d PER SUPPORT j I 1x10ORWIDER 3 8d 3 ALL RIGHTS RESERVED lOd PER SUPPORT All drawings, specifications, and copies FLOOR SHEATHING I thereof furnished by the Architect and his Colnsultants are and shall remain their WOOD BEAM(SEE PLAN FOR SIZE) V ORLECTSSS PANELS 8d 10d 6"EDGE 112"FIELD property. They are not to be used on this or °° GREATER THAN V 10d 16d 6"EDGE 112"FIELD °° any other project unless written permission is ° , DIAGONAL BOARD SHEATHING given by the Architect and his Consultants. 1x6 OR 1x8 2-8d 2-10d PER SUPPORT 1x100RWIDER 3-8d 3-10d PER SUPPORT ------- ----- ------ - - - -- -- --— -- -- -- --------- ©COPYRIGHT 2018 SIMPSON STRONG TIE-112.5 (SEE CONNECTION DETAILS ON LAST SHEET) RAFTER TIE TO PORCH BEAM No,. Date Remark N.T.S. REVISIONS Tittle: GENERAL TOP RAIL ' CODE DETAILS i BALUSTERS SPACED SO AND NOTES THAT A 4"SPHERE MAY BOTTOM RAIL NOT PASS THROUGH Dra by: TC Checked by: >T 6 Date: � 09/17/18 Scale: As Noted WOOD DECKING Job No.: 18101 OR FINISHED FLOOR 1 Drawing No. DECK JOIST (SEE PLANS) GUARDRAILMANDRAIL DETAIL N.T.S. HAEG - I RESIDENCE ----------- —1 1---�---- --- -� L- --- - ----- --------- ----- 95 APPLE COURT SOUTHOLD, N.Y. 11971 TYPICAL ROOF CONSTRUCTION: TYPICAL ROOF CONSTRUCTION: TYPICAL ROOF CONSTRUCTION: SECTION: 69 ROOF SHINGLES ROOF SHINGLES 1 ROOF SHINGLES 15 # BLDG. FELT 15 # BLDG. FELT 15 # BLDG. FELT BLOCK: 3 y2" GDX PLYWOOD SHEATHING y2" GDX PLYWOOD SHEATHING DX - I, y2" G PLYWOOD SHEATHING 2"xa" R.R. (P 16, O.G. 2"xa" R.R. @ 16" O.G. -- -- - - -- - -- -- ---- - ---- -- -- - ------- 2"x5R.R. ® 16 O.G. LOT: 18 EXIST 2 STORY ---- ---- -= _ �--- ------------------ -------- — I _ ----- ---- --- --- EXIST 2 STORY ; DWELLING a" ROUND TAPPERED COLUMN N SCOPE a" ROUND TAPPERED COLUMN BY BY TRUNGRAFT OR EQUAL DWELLING NEW FRONT PORCH & TRUNGRAFT OR EQUAL TYP. (NOTIN TYP. 1� � 8" ROUND TAPPERED COLUMN BY (NOT IN SCOPE TRUNGRAFT OR EQUAL TYP. � D OF WORK) 36" HIGH RAILING SYS. OF WORK) REAR ADDITION 36" HIGH RAILING SYS. 2 - 36" HIGH RAILING SYS. 00# MIN. LATERAL LOAD I 200# MIN. LATERAL LOAD 200# MIN. LATERAL LOAD & SPACING NOT TO T& BALLASTER SPACING NOT TO ALLOW PASSAGE OFA 4" DIA. FJc0 & BALLASTER SPACING NOT TO BALLASTER SPACIN ALLOW PASSAGE OFA 4 DIA. BALL AS PER 312 -7.1.3 IRC 2015 5 /4„ M ALLOW PASSAGE OFA 4" DIA. ENGINEER: BALL AS PER 312.1.3 IRC 2015 - PER 311 BALL A5 PER 312.1.3 IRC 2015 10" MIN MICHAEL ANGLEONE PE LLC TYPICAL FLOOR CONSTRUCTION: 311.-7.5.: AZEK DECKING M MICHAEL ANGELONE 2"xa" AGQ D.J. @ 16" O.G. >L ° tL 4 :POND PLACE cv j AZEK/AGa LATTICE PANEL > N > OYSTER BAY,N.Y. 11771 I I a'_o" TEL.:516.922.2024 -7 3/4" MAX TREAD HEIGHT PER 311.'7.5.1 IRC 2015 ( I I I I I -1 3/4" MAX TREAD HEIGHT PER 311.x.5.1 IRC 2015 I I 10" MIN TREAD WIDTH PER 311.7.5.2 IRC 2015 ► I I I I I 10" MIN TREAD WIDTH PER 311.'1.5.2 IRC 2015 I I FLAX: 516.453.6002 I I I i t I I I I I L J J L J L J L L J Efflummm COVERED PORCH SDE ELEVATION 2 COHERED PORCH FRONT ELEVATION 3 COVERED PORCH SDE ELEVATION Ccontractormust verify all measurements and conditions prior to beginning any A-1 SGALE = 1/4" = 1'-0" A-1 SGALE = 1/4" = 1'-0" A-1 SCALE = 1/4" = I'—O" work. Report all discrepancies to the Architect in writing. Plans subject to 2x10 LEDGER approval by all governmental agencies having jurisdiction. The Architect has not been retained for any field supervision or inspection. His responsibility is limited DIA TYPICAL ROOF CONSTRUCTION: 2 " . STAINLESS STEEL ROOF SHINGLES LAO BOLTS W/WASHERS TO to the accuracy of the plan. The Architect EXISTING HOUSE FRAME. is further not responsible for any damage 15 # BLDG. FELT 2x8 G.J. g I6" O.G. %2" GDX PLYWOOD SHEATHING STAGOER T� B 9 12" O.G. arising out of the contractor's failure to 2"x8" R.R. 9 16" O.G. Z,.-- NOTE: DO NOT OVER 1 execute the work exactl as shown on the 2x8 LEDGER TIGHTEN BOLTS EXIST 2 NTORY Y approved drawing(s). (NOT IN SCOPE OF WORK) - - LU < ' EXIST.DH EXIST.DH V 1 NYL BEAD BOARD V' ® O o OR EQUAL V AZEK ' O Q Q (y ' �- I I I � DECKING TYP. NEW � III �; I• - - - 1211 1211 12" 1211 ry R.O. PORCH ;I 1 BY TRUNGRAFT OR EGIUAL " ry � ni i i TYP. AZEK TRIM OR EQUAL I ' I x I t ' (2) 2x8 AGO A " ' y _(2Z 2x8_ GO DRP O 2x8 AGO DRP , a 1 ---___------- -- -------------------------- HEADER — SEE PLAN o SEAL: } 0"5DETAIL @ LECER CONNECTOfNJ_-_ `��___;_y` DO NOT SCALE DRAWINGS SGALE = 3/4" = I'—O" ----b'_3' --- b b'-3" STRAP - LSTA SC I 1 ALL RIGHTS RESERVED OVER RAFTER b'-b" o" b' All drawings, specifications, and copies 1 I ( 2I I o" thereof furnished by the Architect and his Consultants are and shall remain their a" ROUND TAPPERED _ COVERED property. They are not to be used on this or COLUMN BY PORCH A any other project unless written permission is BY TRUNGRAFT OR EG2UAL _ the Architect and his Consultants. ( I TYP. + I A-1 SGALE = I/4 - 11-01, given b Y ©COPYRIGHT 2018 4x4 ACO POST OR 3" S.W. STL. PIPE EXIST ROOF COLUMN ABOVE (2) 2x8 ACO HDR TECO I SEE PLAN (NOT IN SCOPE _ — — — — — EXIST OF WORK) FOUNDATION TO POST I (NOT IN SCOPE 8' O" I _ :.__:_� _ � —---- -- --------------- I - - -2x10 LEDGER LAGGED TO EX STRUCTURE.. - .-c --- OF WORK)I _ AGO LATTICE PANEL I .. ... O ..........._........... 2x8 AGO LEDGER 5EE DETAIL . ... ...... .. .. 'm...--- -_ ...... _......:.j t � ---- - - -------- -- ------ --- TECO oGONNEGTION TO LEDGER,TYP. 4x4 Ar-,O POST I ; .. ® ::.:-. :. :::..:.::..:. - ..: N :w .. i No. Date Remark AGO D.J. @ 16" O.G. — SEE PLAN I __...._.._. . __ _._.._......_.._ -.___... __ S I MP50N POST ANCHOR — } ---= ` -- --=--=------------=----------------- ------.-------- -_ o T es o � es o 2x8 ACO LEDGER ==; = REVISIONS _ Q� r ' , N .. 1 36" WATER $ ICE SEE DETAIL I : TYP.® OVERHAN65 X® X ;-________�__________ ____ _______-_-_-,___._____________i ry n Title: 4" GONG. SLAB GAP 1 -- ---- f 2) 2x AGO DRP/" i1 (2) 2x8 AGO D , COVERED PORCH 6 COVERED PORCH ROOF PLAN � x-�� ==D=i=� A I � :m.>e>emma:as PLANS, II III III ° III III _ A-1 SGALE = I/4" = I'—O" `� CONCRETE'.�. ' 1= >a ELEVATIONS & —) II III I� ° . a . ° II III IIIL 6-3" 6'-q" b'-3" DETAILS III III A12 ' °, = " SONO TUBE FOOTING a 2O Drawn by: TC Checked by: MAA Daae: 09/17/18 Scale: As Noted A Job No.: 181018 PORCH FOUNDATION PLAN A-1 SGALE = 1/4" = 1'-0" I III I i I — Drawing No. I `A g I 4 DETAIL @ PORCH COLUMN A-1 SGALE = 3/4" = I'—O" RESIDENCE 2 5"x16" CRAWL SPACE VENT A-5 95 APPLE COURT WITH INSET SCREEN AS PER 2" 2" 8405 IRC 2015 SOUTHOLD, N.Y. 11971 1 VENT PER 150 S.F AS PER R a NEW POST ABOVE IRC 2015 INSTALL THERAPY _ —--------------------- ------ POOL IN ACCORDANCE SECTION: 69 _ RecLoc. 01_00. RECLoc. WITH MANUF. SPECS. --------- /f!//f////!//r- //////f////!/////f/� BLOCK: 3 � p I' I �• --------�2Z,�8�IDR—�2L?�8 HDR-12�2x8�,IDR—, -- ---� LOT: 18 I I :' I I •. I ' t ! PROVIDE 4" GONG. SLAB i ABOVE W/ W2.GxW2.Qx6x(b t.' I COLLAR TIES TO i TYP. WALL CONSTRUCTION: W.W.F. ATOP OF WELL ( MATCH EXIST. i NEW SIDING TO MATCH EXSIT. v COMPACTED POROUS FILLNEW FRONT PORCH & Y2" PLY. SHEATHING 1I 1 �0 '► - $ A O 15 # FELT UNDERLAMENT 2x40. NW -6 14'-6" THERAPY POOL STUDS @) 16 O.G. s I NEW ry i R-15 BATT INSUL. REAR ADDITION X 19 l �. p Y2" GYP. BD. FIN. (6REEN BOARD) — F CRAWL il � i Q SPACE I ' J. X NEW 2x8 R.R. � 16° O.G. ENGINEER• tV I I Q PITCH TO MATCH' I 1 ' I X w NEW H.G. POOL LIFT MICHAEL ANGLEONE PE LLC MODEL TO BE I ' ua SELECTED BY OWNER, MICHAEL ANGELONE • Z PREPARE SLAB FOR NEW I I m K POOL ABOVE I I z INSTALL PER MAUNF. 4 :POND PLACE ---- --- -- ;- - - SPECS I I - AOUA GREEK I ' • ' I I -- OYSTER BAY, N.Y. 11771 ---- -- - - - - - ---' HAEG RESIDENCE 2 A-5 95 APPLE COURT SOUTHOLD, N.Y. 11971 NEW 30 YEAR ROOF 36" WATER 4 ICE TYP. SHINGLES TO MATCH © EAVES SECTION: 69 ------ - — --- --- ---- ---- --- --- ---- ---- ---- --- --- --- --- ---- BLOCK: 3 LOT: 18 I o NEW FRONT PORCH & NEW CONT. RIDGE VENT Q REAR ADDITION § NEW ROOF SHINGLE TO I E LO N S PE I Q MATCH EXIST. I T M GH O TG I Elm LU ----------- --------- --- --- --------- --- --- ------ - - - ---- - --- - --- ----- -- - ---- - - - ---- - ------ - - - --- I I ° ENGINEER: - - - -- ----- -- �- ° MMICHAEL ANGLEONE PE LLC I MICHAEL ANGELONE 4 POND PLACE ' OYSTER BAY, N.Y. 11771 ---- --- --- --- --- ---- ---- -- --- --- ---- ---- --- --- - TEL.:516.922.2024 FAX: 516.453.6002 Contractor must verify all measurements and conditions prior to beginning any I j work. Report all discrepancies to the W Architect in writing. Plans subject to wj EX. SLOPE EX. SLOPE } approval by all governmental agencies ° haiving jurisdiction. The Architect has not i ' been retained for any field supervision i --_______-•_.._______ � � or' inspection. His responsibility is limited to the accuracy of the plan. The Architect is further not responsible for any damage arising out of the contractor's failure to execute the work exactly as shown on the approved drawing(s). --------------------------------------- 2 REAR E EVA\ TION r . ; A-5 SCALE = 1/4" = 1'-0" i t , SEAL: I I DO NOT SCALE DRAWINGS ALL RIGHTS RESERVED A11 drawings, specifications, and copies thereof furnished by the Architect and his X Consultants are and shall remain their property. They are not to be used on this or ' any other project unless written permission is — given by the Architect and his Consultants. 2X4 WALL STUD @ 16" O.G. W I I ©COPYRIGHT 2018 3 1/2" R-15 BATT INSULATION I N � X � W 1/2" GDX PLYWD. SHEATHING y2" &YP. DB. FIN. 2X4 PLATE FIN. FLOOR COPPER TERMITE SHIELD PLYWOOD SUBFLOOR FiNiSD FLR• _ CONT. SILL SEAL FLOOR JOISTS ; EXIST ROOF ELEV. o'-o" FIBERGLA55 BATT ABOVE ' Na. Date Remark INSULATION � (NOT IN SCOPE ' REVISIONS OF WORK) FINISHED GRADE •�• ' RIM -JOISTi i------------------------------------------------------ (2) 2 X 6 AGO PLATE . � . X ----------------------------------------------------------------------� Tittle: SLOPE MIN 6" WITHIN 1/2" ANCHOR BOLTS IST 10-0FROM WALL PER '� I = �•• am32" O.G. MIN I'-O" FROM , REAR ADDITION NYS CODE R401.3 j I CORNERS EACH WAY . BITUMINOUS PLANS� I 8 • � DAMPROOFIN6 a` (2) #5 REBAR CONT. _ .;•a.. .ate . _ 2" P.G. SLAB OVER 6 MIL. -----------------------------------------------------------------------� IN ALL P.G. FT65. TYP. — POLYETHYLENE VAPOR BARRIER Drawn by: TC Checked by: MAA 6" WELL COMP. POUROUS FILL I --------; Date: 09/17/18 Scale: As Noted 8" P.I.P. GONG. FND. WALL OVER Job No.: 18101 10" x 24" CONT. P.G. FTG. W/ 2" x 4" KEYWAY Drawing No. 3 FOUNDATION DETAIL ROOF OR- AN A-5 SCALE = 112" = 1'-0" A-5 SCALE = 1/4" = 1'-0" ROOF CONSTRUCTION: ROOF SHINrvLE5 (MATCH EXIST.) i 15 # BLDG. FELT HAJ2J Y2" GDX PLYWOOD SHEATHING 2"X8" R.R. @ 16" O.G. "CE R-BOHD BATT INSUL. (@ CATH AREAS) E Y2" GYP. BD. FIN. (@ CATH. AREAS) IZ S NEW GOVT. RIDGE VENT % 95 APPLE COURT SOUTHOLD, N.Y. 11971 4 L_ SECTION: 69 --- - - ------- ---- ---- - ----- -------- ----- ---- --- ----- BLOCK: 3 LOT: 18 EXIST 2 STORY -- - DWELLING I (NOT IN SCOPE NEW FRONT PORCH & OF WORK) REAR ADDITION L -,-�- - - -------- --------- --------- ------------_------- ------- ------ -- - - - - -- - - - - - --- - - - -- - - _- V------ ENGINEER: E=_ MIICHAEL ANGLEONE PE LLC 9 MICHAEL ANGELONE Q3o4e VHF 550440 3046 n I 4 POND PLACE o EX 3040 EX 3040 OYSTER BAY, N.Y. 11771 TEL.:516.922.2024 J I FAX: 516.453.6002 I Contractor must verify all measurements and conditions prior to beginning any work. Report all discrepancies to the Architect in writing. Plans subject to approval by all governmental agencies having jurisdiction. The Architect has not 1 SIDE EEEVA0 ON been retained for any field supervision or inspection. His responsibility is limited A-6 SCALE = I/4" = 1'-0° to the accuracy of the plan. The Architect is further not responsible for any damage arising out of the contractor's failure to execute the work exactly as shown on the approved drawing(s). jQ J' SEAL: DO NOT SCALE DRAWINGS ALL RIGHTS RESERVED All drawings, specifications, and copies ROOF CONSTRUCTION: thereof furnished by the Architect and his ROOF SHINGLES (MATCH EXIST.) Consultants are and shall remain their 15 # BLDG. FELT Y2" GDX PLYWOOD SHEATHING property. They are not to be used on this or 2°Xa" R.R. @ 16° o.r_ any other project unless written permission is R-30HD BATT INSUL. ((g CATH AREAS) given b Y2" GYP. BD. FIN. (@ CATH. AREAS) g Y the Architect and his Consultants. NEW CONT. RIDGE VENT © COPYRIGHT 2018 No. Date Remark —1 RIEVISIONS Title: - - I _ n T T EXIST 2 STORY -- - - -- --- -- _- -___--- ------- _-- __ --- _- -_ — - - - Alt ADDITION DWELLING -- --- --- ----------------- - --- ----- -- -- -- --- - - --- ------- -- - - -- - - 1 (NOT IN SCOPE 1 , . PLANS OF WORK) tu w ~ w Q i = O Q Drawn by: TC Checked by: MAA Date: 09/17/18 Scale: As Noted I Job No.: 18101 I Drawing No. 2 ODE ELEVATION A-6 5GALE = 1/4" = 1'-0 " it 2012/2015 IAPMO Uniform Plumbing Code(IAPMO UPC) 2.Cantilevered decks are constructed with brick or stone as noted 2012 ANSI/APSP/ICC-5 Residential I`nground Swimming Pools Figure 2 in all cases. 2014 ANSI/APSP/ICC-3 Permanently Installed Residential Spas 3.Raised bond beams are constructed as noted in Figure 3 in all ' and Swim Spas cases —� 2013 ANSI/APSP/ICC-7 Suction entrapment Avoidance 4.Aboveground installations are constructed as noted in Figure 4 in all 2011 ANSI/APSP-16 cases. 2018 International Swimming Pool and Spa Code- Barriers are required where pools are on premises of UBC Group R, (ISPSC-ICC) Division 3,Occupancies or IBC Group R Occupancies The barriers 2007 ANSI/ASME-A112.19.8 must comply with Appendix Chapter 4,,Division 1,of the UBC or 2014/2017 National Electric Code(NEC) Section 3109 4 of the IBC 2015 Uniform Swimming Pool,Spa,Hot tub Code(IAPMO) Expansive soils: The overall pool dimensions,depths and capacities are shown in Table For installation of pools or spas in expansive soils,the following 1 and Table 4.The units comply with ANSI/NSPI-5,specified in additional installation details must be followed subject to code official's Section AG103.1 of the IRC,and IAPMO IGC-2000•,specified in the approval: UPC. Models described in Table 2,Table 3,and Table 4 can be placed up 1. All surfaces adjacent to the pool or spas must be eRxcavated to a =t :% 0,i to 19-1/2 inches(49.5mm)above ground.These pools and spas may minimum depth of"12 inches(305 mm)beneath the pool bottom and �(g be placed with or without concrete or wood decking.Unless elevated minimum 6 inches(152 mm)behind the pool walls. portions of the units are protected from sunlight by soil berms,decking, 2. Any soft or loose soils exposed by step 1 must be removed until etc.,these portions must be coated with a UV-inhibiting opaque paint exposed material is solid.If the soil is still soft and loose,the upper 6 L" that is compatible with the laminate. inches(152 mm)of all horizontal excavation surfaces must be scarified ®CT 1 2 2018 All plumbing must comply with the IPC or UPC.Electrical work must and compacted with mechanical equipment.The compacted surfaces comply with the code in effect at the construction site.The pool and and the excavated wall surfaces must be maintained in a moist spa must remain full of water at all times.A permanent sign,bearing condition until the first lift of backfill or fill is placed against the surface. DEFT. the following statement,must be attached't' o the pumping equipment: The term compaction implies any method necessary to consolidate the -. a a r 4 r `3 LD Notice-The pool or spa is designed to remain OLD full of water at all times. native and fill materials to keep the pool or structure from settling. ° The pool shell may be damaged if the water level is allowed to drop 3. The excavated bottom area of the pool or spa must be backfilled below the skimmer.When appreciable draw-down is noticed or if it with granular import material to approximately 6 inches(152 mm) becomes necessary to drain the pool or spa,contact Viking Pools or its below the bottom of the pool or spa,wetted and compacted. dealers for instructions. 4. The remaining 6•inches(152 mm)must be backfilled beneath A permanent label must be installed adjacent to the above sign the pool or•spa and outside the pool walls with compacted clean indicating the Viking Pools dealer's name,address and telephone granular import material.The pool or spa must be filled with water as number. backfilling progresses to a level equivalent to that of the backfill.The backfill must be placed in compacted layers of approximately 6 inches Installation Procedure: (152 mm)while a uniform height of backfill is maintained around the Viking pools and spas may be installed without a soil investigation by a pool or spa. registered design professional(RDP),subject to the building official's 5. Positive surface drainage away from the perimeter of the pool -� approval,provided_ none of the following conditions are encountered at and surrounding deck is required and critical to installations in highly the site: . expansive soils.Surface area drains and surface drainage swales or 1.The existence of uncontrollable groundwater within the depth of the subdrains must be placed as needed to prevent ponding or saturation VIKINGPOOL, pool or spa excavation of the soil around the perimeter and vicinity of the pool to prevent THE STAIN D A RD Of F I B E RG LA� 2.The existence of an uncompacted fill in contact with any portion of excessive shrink-swell or volume changes in the soil. the pool or spa.; Table of Cointent�s 3.The existence of any soil types with an angle of repose that will not Identification: support the walls of the excavation at desired slopes. Viking pools and spas are identified by the following information Page 1 Getreral,Noti 4.Danger to adjacent structures posed by the proposed pool or spa imprinted on the top step of the pool or spa:manufacturer's name Expansive Sol location (Viking Pools)and address,pool or spa model designation,a coded Page Z - Tables"1 `L 5.The existence of any cracks or openings in soil that would not serial number and the evaluation report number(ESR-2014). Page 3 Figures 1 Page.4 Pool Mode X confine sand or la"clean gravel bedding. The units also bear the label of the quality control agency,Columbia Research&Testing Corporation(AA-527). Page 5 Pool Models Continua If any of the conditions above is encountered,excavation must cease Hydro Zone Mode w immediately.The specified conditions at the site must then be reviewed Findings: That the fiberglass one piece swimming pools and spas are Page 6 Spa Mode a_ and recommendations made by the RDP.The building official must in compliance with the above listed codes as noted in ESR-2014 Page7 Altematiye Recirculation Systen a approve the RDP's report before work is completed. subject to the following conditions. The pool or spa excavation profile must coincide with the contours of 1.The construction and pool/spa installation comply with this report E the pool.The over excavation is minimum 6 inches(152mm)on the and the manufacturer's'instructions. Length,width and depth may vary up to 3%-all Z dimensions are to outside edge of coping,measured from parallel lines lL " Caribbean MR 16'x 40' 3'-6"-6'-6" 170001 468 4 Type 0 Royal RY 8'x 10' Carmel FF - 13'=8".x 36 :""3'=6",6' 12000 345 5 Type O Royal Spillover' RYSW 8'-10"x 10' .� Chesapeake CP 12'x 31' 3'-7",5' 10500 292 5 Type 0 Shasta LRS 7 x 7 Claremont- .. V 14'x33'... 3'=7",5`=4" �11700. 416 5 Ty e 0 Shasta Spillover e .LRSSW T x B'` Clearwater SP 10'-11"x 20' 3'-5",5' � 3600 165 5 Type 0 Superior CS 8 x 12�'S,J SuperlorSpillover CSSW Coronado BHBI 15',:34': 3-6.,6=6 13000410 410 5 Type-0 Tahoe LOS 7-6"x T-6" Delray B 11'-10"x 25'-5" 4'-6" 8100 264 5 Type 0 Tahoe=Spillover, LOSSW 7777 8'=6" '` Empress -FR12 12'x 26` 3`4,,5-8". 7600. 275 - 5 Type0 Hermosa VFTL 6'-10"x 10'-7" Fiji FJI 15'x 34' 3'-6" 6' 12000 375 4 Type 0 Semicircle _ TSCT ,, `.54'x 16- Freeport. FP-:` : 12''x 25=i"" ' ` 3'=.77,%-5 6066, 213 5 Type 0 Gulf Coast GC 15'ION 39'-7" 3'-5" 7'-11" 19600 506 '4 Type I +; Gulf Shore GS } : .... 15'-7"x34`=8": 3'.=7 5'=10" 1506 , 423: 4 Type 0 Island Breeze II BN 16'x 40' 3'-6",8' 22000 585 4 Type I j Jamaica Ll) 9'-10":x:19'-9" 3','2"',5'_ • 3750 138 5 Type U .: Key West BFF 12'x 25-7" 3'-7",6' 9000 230 5 Type 0 Kingstort .. AP ;, 161 x':38'' S-6%5-8"_ 17500 555,._ . �4 Type O Laguna LG 14'x AY 3'-6",6' 10000 310 5 Type 0 TABLE Laguna'Deluxe LGX. i,4-x,3& 4',:6' 1, 9000 300; _ 4 Type 0- Lake Shore CD 16'x 33' T-7",5'-5" 15000 480 4 Type 0iPOOL CODE SIZE 1 Ma J ty , ' FRi4 14 30 = 3 WIDTH x LENGTH 3 -6;6 -5120 : 377; 5 Type:O Malibu CRUD 12'x 26' Tx 4'-7" 4400 209 5 Type 0 'Kibk--, WGDXL. 8'-6"k18'' Maui -MTK 9'-3"x 16' 2300 103 5 Type,0 HZE Mediterranean BP 15-8"x 38' 3'-7",5-11" 17000 512 4 Type 0 ; Milan- CTL 10'x.16' _ 4".::-,- - 2450 135 _ 5 Type:O - Monaco AT 16'x 40' T-8-,8' 21000 , 585 4 Type I Montego. ., } - MT 14'x 35' ' - 3'-7",5'=7" : ° ` 12400 388 4 Type 0 Ocean Breeze OB 116'x 40' T-6-,5-8" 18900 585 4 Type 0, Oceania •- - BHGI 16'x 42' '3,Y''711, 19300 516 5 TypeO Olympia FR16 16'-x 35' T-6",G-6" 15250 510 5 Type 0 Panama 1. = BL" 1z'x(3S',=39') '.°"d'=,6;',4'_6" VariesVaries' - 4Type0 TABLE 2- POOLS Panama II , BL 12'x(35'-45) 4!-6",4'-6" Varies Varies 5 Type 0 ABOVE GROUND CODES Poseidon',:_ PS;. 36'x 4b,:' 3',6'`,T. `11860t- 538 4 Type 0 '' _ . FP MP Rockport RP 14'x 30' 3'-7",5-31" 12800 314 4 Type 0 q ST ..., a ,BFF SP . Santa Barbara RS 14'=x30`" 3'-6'`,6'-6", r -. 12500 326- 4 T pe 0 =cM 3 �Yj MTK Sea Breeze K 14'-8"x 33'-9" 3'-5",8'-2" 16000 3781 4 Type 0 OXL - LBBST- > St-;Lucia '. CM.. ..:=--12'-3",X"23'=11" : 3`b",5'. 6000:. 211 ..-. . :5 Pe 0 B �c Co LL St.Thomas L 14'x 31'-6" 3'-7",7' 13700 396 4 Type 0 x Trinidad TND 16':x-44' 3'-6'=.,7', .. _.'3.9300 - 562 °,-4 Type 0 Triton , TN 14'x 30' 3'-7_,5-11" 13500 338 4 Type 0 ` w Tropicana MP 9'-6"x14'-6" 4',_4': =2500 " -115 .STypeO iL Valencia ST 114!4'x 27'-7" 13'-7',5-10" 10000 2881- `4 Type 0 Venice.. :- - ° _ TGEN ,.16",40'2" 3'-10".,8'-6" 36000 553 5'type"I- ` m ' E _ M Z - Il "'V CHAIN (ADOBE) Y, 3"THICK COMPACTED SOIL ONLY. FIG.2 ` SAND(TYPICAL) 4"MIN.THICK COMPACTED CONCRETE DECK GRAVEL FOR CLAY BRICK OR NATURAL WITH BRICK OR STONE (ADOBE)SOIL ONLY. STONE DECK 6"X6"-V SAND OR 1/2"CLEAN GRAVEL WIRE ME 3'MIN. REBAR I LASS EACH W HELL SLO ED 1/4"=1' —� 6" 12" II= 10" ' e:• ' II I I�I I��I I EI I- FOR CLP �I I- 1/4"GALVANIZED (ADOBE) 10" CHAIN SOIL ONI 3"THICK COMPACTED SAND(TYPICAL) 4"MIN.THICK COMPACTED FIG.3 GRAVEL FOR CLAY (ADOBE)SOIL ONLY TYPICAL BOND BEAM I SAND OR 1/2"CLEAN GRAVEL CONSTRUCTION FIBERGLASS I POOL SHELL BRICK,FILLED BLOCK, 3'MIN. OR POURED CONCRETE 8" BACKFILLED DIRT REBAR NO.4,ON 2O.C. MAXIMUMFA CH WAY. 24" xa FIG.4 e 'ax,—x�x ' 12" a I- 10 TYPICAL ABOVE GROUND INSTALLATIOI I III 3"THICK COMPACTED SAND(TYPICAL) 4"MIN.THICK COMPACTED MAXIMUM GRAVEL FOR CLAY 19112 OPTIOE (ADOBE)SOIL ONLY. MOUND DIRT WOOD LL // AROUND POOL X i SAND OR 1/2"CLEAN GRAVEL /�//� APPROX.6" z -� 6" �- PFIBEGLASSOOLS ELL IIIIIII,�,III,��I�I��I�I��I�I� J I IIII r m 6" . E caz m LL 40' 38' 3I 1Rff5' 33,-8„ C9 �D—�� co �(( 3,�„ in 3'-7" t° 3'G" � 3 ISLAND BREEZE II-N MEDITERRANEAN-BP CANCUN-CC SEA BREEZE-K 22,000 gal.approx. 17,000 gal.approx. 14,000 gal.approx 16,000 gal.approx. 34-8 35' 29'-8" U1 W m 3 n m a0 r � U W m > Ol W d O L 3.7., 3 6 GULF SHORES-GS MONTEGO-MT LAGUNA DELUXE-LGX ° CARIBBEAN-MR 15,000 gal.approx 12,400 gal.approx. 9,000 gal.approx. m —`- 17,000 gal.approx. Z WS 3 o t0 Z y `m .. c o. rn m "; Eo° 30' 31'-6„ 30' 30' 3'-7" 3._7„ in T. SANTA BARBARA-RS ST.THOMAS-L TRITON-TN ROCKPORT-RP 12,500 gal.approx. 13,700 gal.approx. 13,500 gal.approx. 12,800 gal.approx. 38' 34' 33' 27'-7" m - u- r i0 16' i0 cb Z W m3'-7^ VALENCIA-ST E FIJI-FJI LAKE SHORE-CD KINGSTON-AP m 12,000 gal.approx. 10,000 gal.approx. 17,500 Gal.A rox. Z 15,000 gal.approx. PP t m , m u- ' 23'_11" 26' m m -„ E 14'-6" 0 iV N (Q ® Cl) > m O �V m m1� L (D 3' v n� 4,_743, v o 3'6- r` ° m ST. LUCIA-CM TROPICANA-MP �3-6' CAR m m-� 6,000 gal.approx. MALIBU-CRUD 2,500 gal.approx. 12,000 m A Gal.400 G 3 4CAMBRIDGE-LN , a. pprox. 18,000 gal.approx. L C p• rn m E D E o J D w 20' 30' 16' 22, LIE CLEARWATER-SP MAUI-MTK Aruba-ARU Barc 3,600 gal.approx. LAGUNA-LG 2,300 gal.approx. 5,200 Gal.Approx 18.51 10,000 gal.approx 3'-5" AVAILABLE TO 45' 35' IN LENGTH 26,_1 35' o I � ICV � L � 3'-g ,-6 f „ 3' 6 5 8„ _ Lo PANAMA II-BL T— 1 t 6.-6" ' Gallons Vary OLYMPIA-FR16 EMPRESS-FR12 + 15,250 gal.approx. 7,600 gal.approx. CANCUN DELUXE-C 11,500 gal.approx. m 42' 40'-2" 34'— C- 30' m 16' 15' U - L 0 U,' C Zm W m 1 a m 3' T 6 6„ 3,-6, > w o _ 3'-6 �� 3'-10" CO �.--L - d Hm ' 2;! Majesty-FR14 EN N Oceania-BHGI Venice-TGEN Coronado-BHBI 11,200 gal.approx. w19,300 Gal.Approx. 16,000 gal.approx. 13,000 Gal.Approx. LL mm n O C .- n oT-6 z o10' 10' 12'-5" M m > o, m m E m Lp �o io n m a o co c O O y C m (0 m C m 3 2 3' 2'-6"0 3' 3' L E o N a) O zn M J O w f) C7 PLACID SPILLWAY-BOSSW ROYAL SPILLWAY-RSW REGAL SPILLWAY-RGSW TAHOE SPILLWAY-LOSSW SUPERIOR SPILLWAY-CSSW SH, 475 Gal.Approx. 600 Gal Approx. 600 Gal Approx. 450 Gal Approx. 700 Gal.Approx. 16' 10'-7" 8'4" 6'-10" L 10" SEMI CIRCLE TANNING LEDGE -TSCT HERMOSA-VFTL 400 Gal.Approx. 200 Gal.Approx. 18' 18' 1° ® (4 L----jM m m m LL zPOOL-HZE POOL-HZDXS w 3,600 gal.approx. 2,800 gal.approx. a d J N E m z CD LL u Ya ANTI-VORTEX • 2ND DRAIN LOOR DRAIN 2.0 OR LARGER 4 • %-0 VENT LIN (SUCTION OUTLET) (SUCTION OUTLET) CIRCULATION LINE HI I I ATMOSPHERIC VENT PIPE LENGTH MINIMUM=16'MAXIMUM=30' 18'MIN 24"MAX "0 OR EQUAL TO (EXAMI CIRCULATION LINE OUT GENERAL NOTES STANDARD NOTES 1 THE DEBRIS REMOVAL SYSTEM IS TO BE INSTALLED IN ACCORDANCE WITH DRAIN MANUFACTURER'S RECOMMENDATIONS 1.USE 2'SCHEDULE 40 PIPE IDE 2.CONTRACTOR TO INSTALL VACUUM RELIEF BACKUP SYSTEM IN ACCORDANCE WITH 2016 CALIFORNIA BUILDING CODE. 2 0o CK VALVUSEES 9B DEGREE ELBOWS I oN EQUIPSUCnMENT N IS 3 CHECK VALVES MAV BE NEEDED IF EQUIPMENT IS 3 ALL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED MORE THAN 18'ABOVE WATER LINE 4.THE FLOOR DRAIN MEETS THE REQUIREMENTS OF ANSUASME-A11219 B•2007 AND DRAIN COVERS MEET THE 4 KEEP VALVES WRHIN 5'OF THE PUMP AND/OR FILTER REQUIREMENTS OF ANSI/ASME A112.19 8-2007 FOR ANTI-HAIR AND BODY ENTRAPMENT AND 2013 ANSI/APSP/ICC-7 SUCTION ENTRAPMENT AVOIDANCE 5 THIS DRAWING WILL SUPPLEMENT CONTRACTOR'S SPECIFICATION DRAWING ON FILE.FOR METHODS AND MATERIALS OF CONSTRUCTION,REFER TO CONTRACTOR'S ENGINEERED AND SEALED SPECIFICATION DRAWING ON FILE WITH THE BUILDING DEPARTMENT 6 ATTACH PLACARD WHICH STATES THAT VENT IS A SWIMMING POOL SAFETY DEVICE AND SHOULD NOT BE TAMPERED WITH 7 THE MAXIMUM VACUUM WITH ONE SUMP PLUGGED AND TO RELEASE A BODY ENTRAPMENT ON THE OTHER SUMP WILL NOT EXCEED 4 51NCHES OF MERCURY IN 3 SECONDS 6 MAXIMUM SUCTION PIPE VELOCITY SIX(6)FPS OR 59 GPM 9 AN APPROVED VACUUM RELEASE SYSTEM SUCH AS THE VAC-ALERT SVRS SYSTEM IS AN ALTERNATIVE TO THE OTHER SYSTEMS SHOWN. SUGGESTED DETAIL VENT COVER MAY BE GUTTER DRAIN SUCH AS HAYWARD m (COVER MUST COMPLY WITH MODEL SP-1019 ANSUASME Al 12 19 8M) y SUCTION OUTLET ca m m (MAIN DRAIN) 2-901 ELBOWS E o 0 •s c1 T 2'MIN IMUM DISTANCE Z``0TO VENTTEE j SUCTION OUTLET 0 2"0 CONNECTION=T FINISHED GRADE m (MAIN DRAIN) \ E ALL SUCTION 1)4"0 n y PIPING2'O OALL VENT 0 v O y 1� PIPINGINi' �H ,p N m c /1"0 t07E�iV�' ` t N 3 o ca L C C P•Rf• V,�N n r J0 y "0 NOTES ALTERNATIVE SUCTION OUTLETS SYSTEM MAY INCLUDE 1 ON THE BOTTOM AND ONE ON OPTIONAL ATMOSPHERIC VENT THE VERTICAL WALL OR ONE EACH ON (7 VENT TO ATMOSPHERE SO VENT TWO(2)SEPARATE VERTICAL WALLS Z WILL NOT BE BLOCKED BY DEBRIS, LU INSECT INFESTATION,OR d MICROBIOLOGICAL CONTAMINATION , d DUAL SUCTION OUTLETS IN PARALLEL WITH OPTIONAL ATMOSPHERIC VENT SYSTEM krs m TO BE INSTALLED IN ACCORD WITH 2016 CALIFORNIA BUILDING CODE - E m z m LL