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HomeMy WebLinkAbout38060-Z Town of Southold Annex 8/22/2014 P.O.Box 1179 54375 Main Road 'Wp Southold,New York 11971 4 CERTIFICATE OF OCCUPANCY No: 37104 Date: 8/22/2014 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 3810 Mill Ln, Mattituck, SCTM#: 473889 Sec/Block/Lot: 107.-5-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 5/29/2013 pursuant to which Building Permit No. 38060 dated 5/29/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ACCESSORY IN-GROUND SWIMMING POOL FENCED TO CODE AS APPLIED FOR The certificate is issued to Colicchio, Thomas&Silverbush,Lori (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38060 01-08-2014 PLUMBERS CERTIFICATION DATED Al Aut Si ature {' Town of Southold Annex 8/22/2014 IAFFR f Q P.O. Box 1179 54375 Main Road V�' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37105 Date: 8/22/2014 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 3810 Mill Ln, Mattituck, SCTM#: 473889 Sec/Block/Lot: 107.-5-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 5/29/2013 pursuant to which Building Permit No. 38060 dated 5/29/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ACCESSORY PERGOLA AS APPLIED FOR The certificate is issued to Colicchio,Thomas&Silverbush,Lori (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38060 01-08-2014 PLUMBERS CERTIFICATION DATED Au o ed gnatu e TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38060 Date: 5/29/2013 Permission is hereby granted to: Colicchio, Thomas & Silverbush, Lori 95 Horatio St New York, NY 10044 To: construct an accessory inground swimming pool fenced to code At premises located at: 3810 Mill Ln SCTM # 473889 Sec/Block/Lot# 107.-5-2 Pursuant to application dated 5/29/2013 and approved by the Building Inspector. To expire on 11/28/2014. Fees: SWIMMING POOLS - IN-GROUND WITH FENCE ENCLOSURE $250.00 CO - SWIMMING POOL $50.00 Total: $300.00 Building Inspector 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 Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board©f Fire Underwriters. 4. 'Sworn statement from plumber certifying that the solder used in system contains less than 2110 of I% lead. _ 5. Commercial building,industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliauce'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" hind uses: I. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2_ A property epmpleted application and consent to inspect signed by the applicant- If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certifcaie of Occupancy- New dwelling$50.00, Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00, Additions to accessory building$SO.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 - $50.00 5_ Temporary Certificate of Occupancy - Residential $15.00,Commercial,$15.00 / Date. New Construction: ✓ Old or Pre-existing Building: (check one) Location of Property: House No. Street Hamlet Owner or Owners ofProperty: � CQj ' t! CC 1<<j Suffolk County Tax Map No 1000, Section Block S Lot Subdivision Filed Map. Lot: Permit No. 90(DO Date of Permit. Applicant: EIealth Dept.Approval: Underwriters Approval: Planning Board Approval: / Zequest for: Temporary Certificate Final Certificate: ✓/ (check one) =cc Submitted: $ _—_ - ------ A licant Signature pF SO(/r�ol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 Southold,NY 11971-0959 �` i� r_oger.riche rt(_town.southold.ny.us C4U ,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Colicchio Address: 3810 Mill Ln City: Mattituck St: NY Zip: 11952 Building Permit#: 38060 Section: 107 Block: 5 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: M&B Electrical License No: 39331-me SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool X New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat gas Duplec Recpt 4 Ceiling Fixtures 4 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 1 A/C Blower Range Recpt Fluorescent Fixture Pumps 1 Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks 1 Disconnect Switches 3 Twist Lock Exit Fixtures TVSS 1 11 Other Equipment: in ground swimming pool and patio to include bonding, pool lights, 2-GFCI circuit breakers Notes: Inspector Signature: 4�cfk-lk Date: Jan 8 2014 81-Cert Electrical Compliance Form.xls ,`0 6 N 19ulm TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ( ] FOUNDATION 1 ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ) ULATION [ ] FRAMING /STRAPPING ] FINAL [ ] FIREPLACE & CHIMNEY j ] FIRE SAFETY INSPECTION ( ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: r JL t L,9" DATEINSPECTOR r souryo6 N ie �'�'6bUNry`►� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULA [ ] FRAMING /STRAPPING [ FIN [ ] FIREPLACE & CHIMNEY [ ] FIRE S, INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �ez 7� O 4W,,AJ DATE INSPECTOR Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck,New York 11952 Fax 631-298-2651 November 22, 2013 Mr. Michael Verity Principal Building Inspector Southold Town Building Department 54375 Main Road Southold, New York 11971 Re : Pergola-3810 Mill Lane Mattituck Dear Mr. Verity : I inspected the new pergola at 3810 Mill Lane in Mattituck and found the structure to be built in accordance with the plans and to be structurally sound. If you have any questions, please call me at 298-1986. Yours truly, ondon, rr I NEV ij S i y 17 051684 p�O f S NQS. FIELD IN3PE 4N W.ORT DATE CONIlVIENTS FOUNDATION(1ST) � FOUNDATION(2ND) z GO ROUGH FRAAMNQ& y PLUMBING -J a! INSULATION PER N.Y. H STATE ENERGY CODE z- . r .2 . ch✓� FINAL 17 .�} Z'ribNAL COMMENTSCRW �? :-67qn Uec a r -- o � e TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST AVILziING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 49 Q Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Examined 20 _ Single& Separate D E C � l°J Storm-Water Assessment Form Contact: Approved 12-1 ,201 �� Q Mail to: Disapproved a/c 0 BLDG.DEPT. Phone: Expiration 20) TOWN OF SOUTHOLD Building Inspector APPLICATION FOR BUILDING PERMIT Date , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ENCLOSE POOL-3 CODE 3� "U�A N��Y 0 H (Signature of applicant or name, if a corporation) t1I'OIN COMPLETION f"D �VX �b BEFORE"WATER" ,' ?4; ����� 1V �,r _ oo C- e I!P1 (� l I I f `��"e ""r (Mailin address o applic t) State whether applicant is ownell, ssitc engineer, general contractor, electrician, lumber or builder _ , ^ APPROVED AS NOTED �)QAECAA DATE; 411-1114 P, A Name of owner of premisesCoLG 0 (As on the tax roll or later BUILDING If applicant is a corporation, signature of duly authorized officer 700=1802 8 AM TO 4 Fr T l Fl)ii MC., FOLLOWING INSPECII P (Name and title of corporate officer) 1: FItV.)ATION-TVA`_) Builders License No. Wk POW P 2. RC00H Plumbers License No. ST!x,Pl�INIF Electricians License No. 1 INF3ULAfiION Other Trade's License No. A FIN4 ,CON _-N ALL C STRUGfiIt ti �. ' .7 '':E 1. Location of land on which prgpos d��r REQUIR EM"TS OF THE QUOES OF NEW `� } ( rl Y OT RESPONSIBLE FOR House Number Street Ha FF County Tax Map No. 1000 Section Block R'�T NT TQ HAZIER 236 Subdivision Filed Map No. Lot , 2. State existing use and occupancy ofpre ises and inten ed use and occupa cy of proposed construction: a. Existing use and occupancy ; b. Intended use and occupancy 1 � 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work Dfl 4. Estimated Cost Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars n,s f � YAM 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear 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 NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * 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 linea_ _ ", wf 17. If elevation at any point on property is at 10 feet or below, must provide topographical dafa on survey 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (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 �3 .day, M o 2 _ OtaryN�o Ol of Sewlbrk Qua k m / Ndtar? ►Pub1%¢t _ TommRsinnExulresJuly2g, Signature of Applicant pF S. Town Hall Annex 41 Telephone(631)765-1802. 54375 Maio Road P.O.Box 1179 roger.nchertowoui .ny.us Southold,NY 11971-0959 pl� BUIMING DEPARTMENT TOWN OIF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: fLap Company Name: + JS C t,eCjrj e o Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (`Indicates required information) *Name: *Address: *Cross Street: *Phone No.: Permit No.: C)(0 D Tax-Map District: 1000 Section: Block: _ 'BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES / NO Rough In Final *Do-you need a Temp Cerffiicate: YES I NO Temp Information(If-needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re--connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for inspection Foran ��� 7 �► TOWN OF SOUTHOLD PROPERTY RL' RD CARD a �. OWNER STREET VILLAGE DIST. i SUB. LOT r)i1v-exhush m �a -", FORMER OWNER N '. E ACR. / Wim, TYPE OF B ILDING e� RES.220 SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS C'�• , a. ?c`z/ �c-Y,,w C a• - o coo a D 3 L elf o ` � . eI4 d d G!a �7 D Z�1 D /2 /3 SaL 1 day 23 oo '700 / -000 ,o S o/ Sa l - �-/ 0 - - 1t $r 7b UAdf an V• _'/1//C/ o - L1 5�l - a �o Col,erfi�`� am - do d rt:5 Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD p v 0 DEPTH House Plot BULKHEAD Total .Y y Y 'e -K Y 'r ��� .I I � 5 ■� + I ,I _ ■fill■�i��li■■■■■■■■■■■■■■■■■■■ ,'ry #, � ■■iii■■■■■■■■■■■■■■■■■■■■■■■ INN :Ext. Interior Finish Walls �Fire Place Type Roof Rooms 1st Floor f T' ® • • • • • -�+si•� zii'�• arm/ • • - • t■aa<= M F i � s pay wool MOUNINBRINWOMEN. iii ■�III�Im�?i/`iumamrrww MEN ,m/1mii mumummammPW ' r w ��i�MES momr0.Wassm S r ., `Kd ,"Yj �.,. b ..- . � �-�-� � ��-� �"`syr G�} `' °' _ e 4 ,� � .Y � 's�� e `�F„ �' s ����', �,�y a /-v::i�3 r;,yl�,� Y� -°.,��`���, �"� - � ®i ® iii 1 J' "' \k� sY�� ,�, ,�,' _ -� �' �1 iiiii iii '� �1 �,� U i �� ��, � li ��� �;_ �� ■i��lii it ��� . f� -- ■ �fi�i:�iiiiiiiii , ' k� � � ■ iii�iiiiiiii � . �iiiii�.11r�t�ir%��/.ii ��iiiiiwl�::ail�iii ����ii�i�1�lll�iiE�iii ■ti iil��l�liiil®iii ��i iir��i�i�iiiisr w ��i ii��l�ilt��.®�7ilii � ,► .•-� - � mei!"�i����1�J�iiii�! ���iiiii�iiiiiiii O��pF SOUryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road 411 Fax(631)765-9502 P.O.Box 1179 G • Southold,NY 11971-0959 �Q �y�OUNTY,�� August 4, 2014 BUILDING DEPARTMENT TOWN OF SOUTHOLD Thomas Collicchio (� 95 Horatio St Apt 614 New York NY 10044 Re: 3810 Mill Lane, Mattituck TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: P "NOTE: When permit was amended for pergola there was a fee due of$303.60 hich w s never paid. Please submit payment so we may process your C of O. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 38060 — Pool and Pergola k �7 t ' k e Ali 359.7 6' -- -- `_ N 71°01'50" E - 'E x�F_E._ 1.8'S 4. �ppSf 3 RML FE FE 0.9'S Z r� PVC FE �. 0 N Ul o —' 00 o s.r C 7e.Y w Ul a BARN 58.3' a 20.0 .5 421' O ; 3.o' 2 STORY �° GAR. a 7.4' • FR. DWELL. d +� /3810 WOOD �5.2C%E PUT. O �' U1 Li FN)PAD 27.1 . SCREENED ROOM PVC FE. i L° O FE 4 bt O IFE' _-- 0.3'E 359.80' N 71°53130" E HAM AVENUE _ _ --------- --- -- --__ --___ WICK ...�.-_._-- 1000-107-10-009 45.0' I � F REF z� �, AREA OF PROPERTY o 108t902 S. F. OR 2. 50 ACRES UNAURtORIZED ALTERATION OR ADDITION TO C 0,50390 pQ THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION UW. CD LAND SV COPIES OF THIS SURVEY IMP NOT BEARING THE LAND SURVEYORS INKED OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAJD COPY. GUARANTEES INDICATED HEREON SIGNIFIES THAT THIS SURVEY WAS PREPARED IN AC- CORDANCE WITH THE EXISTING CODE OF MICHAEL K. WICKS 1PRACTICE FOR LAND SURVEYS AND THAT PARTY FOR WHOMTHTHE SUR EY IS ARE E 1^' LICENSED LAND SURVEYORPARED ANO ON THEIR BEHALF TO THE TITLEI� �► OF PROPERTY DATE: COMPANY GOVERNMENUL AGENCY AND LEND- N.Y.S. LIC. # 50390ING INSTITUTION. GUARANTEES ARE NOT MAY 1TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. SITUATE JOBTHE oF'FSEr (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE MATTITUCK PROPPERT TLINES A T}F R A SPECTION OF PFUERPOSE ATD USEIING WALLS POOLS.EPARRE NOT P.O. BOX 493 LINDENHURF, NY 11757 TOWN OF SOUTHOLD INTENDEDPLANTING AREAS, ADDITIONS T'O BUILDINGS.AND ANY OTHER TYPE OF CONSTRUCTION VOICE/FAX 631.874.0156 SUFFOLK COUNTY, NY SHEE1000-107'-05-0021 UMP FILTER HEATER OPTIONAL LAWN OR PLANTING (OPTIONAL) HEAVY DUTY FRAME&GRATE OR SOLID REBAR SCHEDULE COVER DEPTH < 5' > 5' PEMBROOKE CORPORATION CHLORINE GENERATOR , .M"^,^��n^ N�^^,�" � �a°�°,eA„m HEAVY DUTY REINFORCED CONC.H-20 3 �� o xs a WALL HORIZ. 12"O.C. 12"O.C. 2013 LANDSCAPE DESIGNERS - CONTRACTORS t2°covERMw. > �� � ryz §.v , z TRAFFIC BEARING DOME WASTE i _ / 12"O.C. 6"O.C. These drawings and/or specifications provided within '' 4"SD ECTION FROM CATCH this document set are prepared specifically for the R PIPE CONN WALL VERT RETURN JET SKIMMER N. M Colicchio Residence at 3810 Mill Ln, Mattituck N.Y. BASIN TO DOME 2%"x 3 4"x l 4"DANISH BRIC FLOOR 12"O.C. BOTH WAYS Survey information provided by Michael Wicks land UNDISTURBED NATIVE MATERIAL IN HERRINGBONE PAT.W/MORTAR surveyor PC May 1, 2013. These documents are not to be used in whole or in part for any other purposes or JOINTS ON MORTAR SETTING BED by any other parties other than those under contract COMPACTED POROUS FILL ® ® ® ® ® ® TYP. UPPER&LOWER 112" EXPANSION JOINT WITH or with specific written permissions from Pembrooke. DQ ® ® ® ® ° BACKFILL-36"MIN Reproduction is prohibited. POURED CONC. SLAB 3500 PSI REINF. EPDXY CAULK AT SURFACE ® ® ® ® ® ® ® WITH#10 WELDED WIRE MESH ' 3'MIN. ® ® ® ® ® ® ® 3'Mw. PRECAST CONC. DRAINAGE ® ® ® ® ® ® ® III Xz 1"OVERHANG(TYP.) 17,11 / __-_-__I_______________________________________ _ ® ® ® % ' RINGS REINFORCED WITH 6X6 6 RCA BASE-, COPING TYP. BLUESTONE 2" _ ----------- --- SEE DRAINAGE CALCS.. •'r.; ' WWF AFFIX TAG STATING TO SCH40 .. FILTER FABRIC LINING FULL `==�==��: n PVC TYP. 3' ® ® ® ® ® ® ® ° '" MAIN DRAIN DEPTH AROUND ENTIRE ' -' �'---�f•:. ' ® ® ® ® ® ® ® DRAINAGE STRUCTURE ( 6" T.272"GLASS TILE BORDER ' 2'MIN.TO GROUND WATER #3 STIRRUPS @ 12"O.C. PROVIDE NOTED 4" ;\ TYP. MARBLE DUST FINISH HAUNCH TO RECEIVE POOL DECK #3 BARS 12"O.0 HORIZONTALLY AND#3 BARS 6"O.0 REMOVE ALL CLAY ENCOUNTERED VERTICALLY AT DEPTHS GREATER THAN 5' DURING EXCAVATION. PROVIDE 6"MIN. PROVIDE#4'S 12"O.C.E.W ALONG PENETRATION OF RATEABLE SOIL. ?<; Y: 5 �`" BACK OF BEAM HORIZONTAL % t.• -BACKFILL MATERIAL TO BE WELL DRAINED WITH NO a�G" � R • PEGASUS ENGINEERING "`' ~' '' 6 Nadwom Lane, Ston Brook, N.Y. 11790-2100 DRl(UUELL ORGANIC CONTENT PLAN FOR BETTER LMNG 03 ; : s * 631-751-6600 �;y�i`'. i � WWW.PEGASUS.ENG.PRO SCALE : NTS ' _ 3' \r' DUAL MAIN DRAINS WITH ANTI-ENTRAPEMENT COVERS a!O.0 GALVINIZED POST WIFINIAL SET IN 2'-6" DEEP BACKWASH CALCULATIONS: U LAT I O N S ,f / CONCRETE FOOTING ` WATER TREATMENT ' { CHAIN-LINK MESH TO O < SCALE : NTS 60 GPM PUMP X 5 MINS=300 GAL.BACKWASH X 4= 1,200 GAL.CAPACITY (REQUIRED) / EXTEND ABOVE TOP RAIL 8'DIA. RING PROVIDES 317.19 GALLON PER LINEAR FT. DEPTH < ;' 06 POOL WALL SECTION CAPACITY PROVIDED:(1)8'DIA.X 4'DEPTH=1,268.76 GAL. �` 4:,� UNAUTORIZED ALTERATION OF, OR /`. '.\ „\ SCALE : NTS ADDITION TO DOCUMENTS BEARING THE MESH SIZE NOT TO SEAL OF A LICENSED PROFESSIONAL ' EXCEED 1.75"SQ. INCH ENGINEER IS A VIOLATION OF STATE LAW. i A / ANY ALTERATION TO THIS DOCUMENT I-I I = =._ I- I I � -II'. MUST BE DONE BY A PERSON ACTING II I _ I ,II 1-II -! �:._ I I I ;r I I� . _ _ FINISHED GRADE. GENERAL NOTES. UNDER THE DIRECT SUPERVISION OF A LICENSED PROFESSIONAL IN -6" DEEP CONCRETE p 0 1.Install pool in accordance with local ordinance,approved site plan and Residential Code of New York ACCORDANCE WITH STATE LAW. COMPACTED SUBGRADE ! ! ° FOOTING 2500 P.S.I TYP. PROVIDE GAS OR OIL FIRED POOUSPA HEATER TO CONFORM TO o (TYP.) State Part X,Appendix G-Swimming Fools,Spas and Hot Tubs(2010). SEC.506.3 OF THE N.Y.S.ENERGY CONSERVATION CODE,5-02 �I ) J = COPIES OF THIS DOCUMENT NOT MARKED EDITION.HEATER SHALL BE EQUIPPED WITH CONTROLS AS SET _..::I`.:._ ... !;, __....! ! 2.Locate patio,pool,pool equipment and fencing as specified on approved plot plan. Install all products in WITH AN ORINGINAL INKED OR EMBOSSED FORTH IN SEC.504.3.1 THRU 504.3.3 04 POOL ENCLOSURE_ strictconformance with manufacturer's instructions. All warning labels to be permanently affixed. SEAL SHALL NOT BE CONSIDERED VALID, TRUE COPIES. SCALE : NTS 3.Fencing about pool area shall comply with local ordinance and Residential Code of NYS Part X, Appendix G-Swimming Pools,Spas and Hot Tubs, Section 105.3.and conform to the following minimum B �� specifications. a.The top of the barrier shall be at least 48 inches(1219 nun)above grade measured on the side of the Ij 7 barrier which faces away from the swimming pool. The maximum vertical clearance between grade and the REVISION 50' J bottom of the barrier shall be 2 inches 151 mm)measured on the side of the barrier which faces away from i the swimming pool. Where the top of i'Ie pool structure is above grade,such as an aboveground pool,the barrier may be at ground level,such as the pool structure,or mounted on top of the pool structure. Where the barrier is mounted on top of the pool structure,the maximum vertical clearance between the top of the pool structure and the bottom of the barier shall be 4 inches. _ b• Openings in the barrier shall not allow passage of a 4-inch-diameter(102 mm)sphere. c.Solid barriers which do not have op. s such as a maso or stone wallshall not contain '�.. p g , �' (2)MAIN DRAINS W!HYDROSTATIC— YDROSTATIC indentations or protrusions except for normal construction tolerances and tooled masonry joints. RELIEF APPLY STD.INDUSTRY 30 d.Maximum mesh size for chain link fences shall be a 2.25-inch(57 mm)square unless the fence is LAYOUT WI MIN.3'SEPARATION provided with slats fastened at the top cr the bottom which reduce the openings to not more than 1.75 inches PEMBROOKE (44 mm). e. Gates in the barrier shall be self closing,self latching and be secured with a key or combination lock or F I N E LANDSCAPES' POOL `\ 25' A O other approved child proof mechanism. Pedestrian gates shall open away from the pool. Where the self P.O Box 848 latching mechanism is less than 54 inches above the bottom of the gate the latching mechanism shall be on C i East Quogue,New York 11942 67'-03" the pool side of the barrier and the gate and barrier shall have no opening greater than"'within 18"of the (631) 909-255 8 Voice $ latch and its release mechanism. (631) 909-4786 Fax x57 7 X 52. 0 bill embrookefinelandsca es.com X 57.57 I 4.Where the design uses a wall of the dwelling as a part of the pool barrier installer shall provide one of the @P P )(55.79 following access control measures. www.pembrookefluelandscapes.com a.The pool shall be equipped with a powered safety cover in compliance with ASTM F1346;or '� v b.All doors with direct access to the pool through that wall shall be equipped with an alarm which produces an audible warning when the door and its screen,if present,are opened. The alarm shall sound COLICCHIO x5 ?` " 7 continuously for a minimum of 30 seconds immediately after the door is opened and be capable of being heard throughout the house during nomial household activities. The alarm shall automatically reset under x Q 6 57 66 all conditions. The alarm system shall be equipped with a manual means,such as touchpad or switch,to RESIDENCE temporarily deactivate the alarm for a single opening. Such deactivation shall last for not more than 15 j 61'-34" 15' t seconds. The deactivation switch(es)shall be located at least 54 inches(1372 mm)above the threshold of l the door;or 3810 Mill Lrl. 20'X45' c.Other means of protection,such as self-closing doors with self-latching devices,which are approved by Mattituck, New York PROPOSED GUNITE 54.7 6 x 53.5`�`� the governing body,shall be acceptable so long as the degree of protection afforded is not less than the SCTM 1000-107-05-002 TYP.SKIMMEROPENING SWIMMING POOL protection afforded by Items 4.a or 4,b described above. ` F (2)MAIN DRAINS WI HYDROSTATIC r PROPOSED POOL ' " " EQUIPMENT " DRAWING TITLE <; RELIEF APPLY STD.INDUSTRY 1 Q \` 5.Install all suction fittings in accordance with New York Residential Code Appendix G, Swimming Pools, LAYOUT WI MIN.3'SEPARATION G Spas and Hot Tubs",section G106,"Entrapment Protection for Swimming Pool and Spa Suction Outlets". 6.68 �,, A minimum of 2 suction outlets shall be provided for the main drain line and be separated by a minimum POOL „n �l _ distance of 3 feet. Each suction outlet Shall e equippedwitha cover conforming to ME Al219 8 or have a minimum projected dimension of 18"b 23" Pool cleaner fittings,L provided,shall - Y > - >> ' ✓�' be located in an accessible area and be;ocated between 6 and 12 inches below the minimum operational DETAIL 11, water level or be an attachment to a sur.:ace skimmer. C D E I i ( Erect 4'high,minimum,barrier fence around the area to be disturbed prior to the start of construction. SHEET 6 Install erosion controls as required. CHAINLINK FENCE 7.Install pool in free draining subgrade. Backfill with clean select granular fill. LATERAL SECTION THROUGH POOL ' X 57.�5 � 8.Over head of pool shall be clear of electric lines. If a diving board is installed maintain a minimum of 13' overhead clearance above diving profile. Diving profile to be clear of all intrusions. DATE: May 19, 2013 SCALE: AS NOTED - - - - - - - - - - - - -- mum specification. p o turn 1 volume m 18 9.Water treatment plant to conform to the following mini s e . Pum t hours. Filter to pass no more than5gpm/sf. 1 skimmer. P ROS. NO. 7-13 Size ft. A B C D E F G Area Cap. f f -r56.�� - 56.18 DRAWN: BD I 10.Provide potable water supply in pool area. Sq. Ft. Gal. I i APPD: POOL 20x45 20 45 20 15 10 3.66 8 900 41 ,850 � � 11.Provide dedicated electric circuits of capacity sufficient to service water treatment plant. All electric in Poo area to be protected by ground fault interrupt. Install all electric in accordance with the N.E.0&local D RAW I N G NO. x 56.68 55.10x 5 .5 g requirements. o= CD L-3 L VOLUME CA L C S. 12.Slope deck"'per foot away from pool. All concrete to be 3,500 psi,5-7%air entrained unless sy 02 POO r i otherwise noted. SCALE : NTS 05 PARTIAL SITE PLAN i SCALE : ( 1116 -1 -0 25-5 1/2" 24'-0 1/2" 4'-0" 4'-0" 4.1'-8" j- 1"x4"R.S. CEDAR TRELLIS -- @ 4"O.C. z _ _ _ _ _ 7 T T-r 7-T /7--; TT-_ __---__ ---------------- -- ---� pN I XV � � 2413 z •i I. . a7__-L �F. (3)2"x10" R.S. CEDAR GIRDER— — — — — — JJ— +N - - - — PlDG DEPT. (DIMENSIONAL-TYP.) — — — — — — 210 1�/2 ^- -_ TMMN iU cCl!ITFIOLD % . 24"X48"X36" DEEP POURED I I I #T —I-•- — CONCRETE PIER-TYP. EACH I - i 11 1 1 2"x8" R.S. CEDAR JOISTS I I I I I I I CORNER �o ! i111L @ 14'O.C. 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CEDAR GIRDER 14 10"1 0 / (DIMENSIONAL-TYP.) o 10"x10" R.S. SOLID CEDAR POST- 7r 10 TYP. x R.S. CEDAR GIRDER C' 3"X3"GALV. STEEL ANGLE BRACKETS-(4)PER ( I (DIME NSIONAL-TYP.) 00 °O 10POST. SECURED TO POST WITH -%"x3 8"RSS STRUCTURAL SCREWS AND CONCRETE SLAB 3"X3"GALV. STEEL ANGLE BRACKETS-(4) PER WITH 12"x5""CALIBURN"CONCRETE SCREWS- POST. SECURED TO POST WITH 16'x3 8' RSS 64 ALL SCREWS BY GRK FASTENERS STRUCTURAL SCREWS AND CONCRETE SLAB -� _ Tsa WITH "x5""CALIBURN"CONCRETE SCREWS- PEMBROOKE STRUCTURAL WOOD SCREWS: (2)PER ANGLE ALL SCREWS BY GRK FASTENERS T - ---------------------------- - BRACKET -------------------------------------- Fi E LAN ) SCAPE S -------------------------------------- _ 1 I I 1 o I 1 STRUCTUIRAL WOOD SCREWS: (2)PER ANGLE CONCRETE SCREWS: (2)PER ANGLE BRACKET i i M i i BRACKET' P.O BOX 848 I East Quogue,New York 11942 I L_________J L___—____— L----- L---- CONCRETE SCREWS: (2)PER ANGLE BRACKET (631) 909-2558 Voice 4,-0n (631) 909-4786 Fax 24"X48"X36" DEEP POURED 24"X48"X36"DEEP POURED bill@pembrookefinelandscapes.com CONCRETE PIER-TYP. EACH TE PIER-TYP. EACH www.pembrookefi*nelandscapes.com CORNER CORNER ELEVATION "A" ELEVATION "B" 1/411=1'-01' 1/4'1=11-011 COLICCHIO RESIDENCE 2„x8„ R.S. CEDAR JOISTS @ 14”O.C. (DIMENSIONAL-TYP.) 3810 MITI Ln. Mattituck, New York (3)R.S 2X10 CEDAR GIRDER FASTENED TO TOP 1"x4"R.S. CEDAR TRELLIS OF POST WITH SIMPSON STRONG TIE SDWS22 DRAWING TITLE X 10"LENGTH MULIT-PURPOSE STRUCTURAL @ 4"O.C. WOOD SCREW 2"COUNTER-SUNK z ao (2)SCREWS PER GIRDER PERGOLA RK0 10"x10" R.S. SOLID CEDAR POST- PLAN 2'-5 1/2" 10"10"10" 2"x10"R.S. CEDAR GIRDER 10" 10-10" 2'-5 1/2" TYP. 10 4 3"X3"GALV.STEEL ANGLE BRACKETS-(4)PER (3)2"x10"R.S. CEDAR GIRDER 00 POST. SECURED TO POST WITH 6"x3 g"RSS (DIMENSIONAL-TYP.) STRUCTURAL SCREWS AND CONCRETE SLAB WITH Lg"x5""CALIBURN"CONCRETE SCREWS- 64 ALL SCREWS BY GRK FASTENERS DATE: NOVEMBER 20, 2013 STRUCTURAL WOOD SCREWS: (2)PER ANGLEAS NOTED • BRACKET ��o f NEW yon SCALE: j 4"PC 3500 PSI SLAB ON GRADE i CONCRETE SCREWS: (2)PER ANGLE BRACKET �� oD'� PROJ. NO. 1-13 WITH 6X6X10 WWM OVER GRAVEL I I ,o � DRAWN: BD I 1 BASE I I 1----------J - � APPD: 4'-0" q X_ 24"X48"X36"DEEP POURED CONCRETE PIER-TYP. EACH •Z� DRAWING NO. CORNER �P ESSt4NP� CD L-3 SECTION - 1 1/411=11-011 25-5 1/2" 24'-0 1/2" 49-0" 4'-0' e- 01 11-8. 01 e 1"x4" R.S. CEDAR TRELLIS @ 4"O.C. --7--7-, _T 7;7 7 7 77---------------------------------- :4 .4 _;47 — — — —— — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — CN NOV 2 2 2013 13 TF(3-)Fx TO_7_SC E�D_�f TG_IR ITE A Y o T17 TL BLDG DEPT. I T019-Effs-19N L T"_P-f_ Ti-T 7_1 H 24"X48"X36"DEEP POURED - - - - - - -I4- - - - - - - - - - - - - --I- - - - - - -- TpVfl,!;_q_ ��,Ok I HOLD I CONCRETE PIER-TYP. EACH 2"x8" R.S. CEDAR JOISTS 4"O.C. (DIMENSIONAL- CORNER go TYP.) 77-7 z — — — — — — — I - - - - - - - - - - - - — — — — — — — — — — I- - - - - - IL I LL 0 j— —11 - - - - - -I- -I- - - - - - — — > uj W I Of X X Of cr_ Ir W. I W UJ W I luj W1 Lu -4-W W W.- W W C�. Qf Ix IX 4"PC 3500 PSI SLAB ON GRADE -0- - — — — — — — — — CL_ a- faf —Haf � . pof Hi— — — — 13� X t WITH 6X6X10 WWM OVER GRAVEL IX I �2 Y-4 41 � < BASE — — I Cr — — — — — — — — — :I- — — Ll _j 77 < Iuj < < I Uj Lu [LIU! T__ W Iwo uj I I Lu W I ILLi UJI I L C-) 0 L) 0 01 O-Z BLUESTONE 0Z_ - - U0 L) 01 V C6 0 (69 U5 C6 2 PAVERS cn Cn Cn U5 (6 Lu CD W W ICV �— (V i CV (V i N i(V (V C J, -X — — — — — — — — — — -- -- - — — — — — —Ff- — — — — — — — — — — — — -- - - - - - - -t-I- -it-:: _L__ 2b [t,,(qjZLX1_T R.S. CEDAR GIRDER I (DIMENSIOUZ-TYP.) C14 - -- - - - - - - -- - - - - - - - - - - ----- - - - - - - - - - - - - - - - q,-- - 10"x10" R.S. SOLID CEDAR POST 04 111 C14 TYP. e_ 24'-0 1/2' q ELEVATION "X FOUNDATION PLAN PERGOLA PLAN 1/411=11-011 1/411=1i-011 2"x8"R.S. CEDAR JOISTS @ 14"O.C. (DIMENSIONAL-TYP.) 2"x8" R.S. CEDAR JOISTS (3)R.S 2X10 CEDAR GIRDER FASTENED TO TOP @ 14" O.C. (IDIMENSIONAL-TYP.) 1"x4" R.S. CEDAR TRELLIS OF POST WITH SIMPSON STRONG TIE SDWS22 1"x4" R.S. CEDAR TRELLIS @ 4"O.C. = X 10"LENGTH MULIT-PURPOSE STRUCTURAL @ 4"O.C. (3)R.S 2X101 CEDAR GIRDER FASTENED TO TOP WOOD SCREW 2"COUNTER-SUNK OF POST W1ITH SIMPSON STRONG TIE SDWS22 X 10" LENGTH MULIT-PURPOSE STRUCTURAL 0000 (2)SCREWS PER GIRDER WOOD SCREW 2" COUNTER-SUNK 11 , b,% 10"x10" R.S. SOLID CEDAR POST- CD REVISION: % 3-27-13 0, 10 (2)SCREWS PER GIRDER P-5 1/2" 0, 10"10" 2'-5 1/2" TYP. -2 1/2 1 on 10"2'-2 1/2' [2 (3)2"x10" R.S. CEDAR GIRDER ion - --q2 '0 . (DIMENSIONAL TYP.) 7 10"x10" R.S. SOLID CEDAR POST- TYP. 2"x`10" R.S. CEDAR GIRDER CD 3"X3"GALV.STEEL ANGLE BRACKETS-(4)PER CD -I (DIMENSIONAL-TYP.) -I 00 POST. SECURED TO POST WITH 16 8-�-"X3"'RSS 00 STRUCTURAL SCREWS AND CONCRETE SLAB 3"X3"GALV. STEEL ANGLE BRACKETS-(4)PER WITH 64 16 8 J2"X5""CALIBURN"CONCRETE SCREWS- POST. SECURED TO POST WITH -" -1 'X3 " RSS ALL SCREWS BY GRK FASTENERS STRUCTURAL SCREWS AND CONCRETE SLAB WITH 1-9"X5""'CALIBURN"CONCRETE SCREWS- STRUCTURAL WOOD SCREWS: (2)PER ANGLE r7l r7l_, 64 PEMBR OOKE r r-T-'r-T-------------------------------- T--r-T-r, ALL SCREW'S BY GRK FASTENERS BRACKET r-------------------------------------I -------------------------------------------- I 2 1 F INE LAND S CAPE S 2b b STRUCTURAL WOOD SCREWS: (2)PER ANGLE CONCRETE SCREWS: (2)PER ANGLE BRACKETBRACKET P.0 Box 848 --------- L--------- L---- CONCRETE SCREWS: (2)PER ANGLE BRACKET East Quogue,New York 11942 (631) 909-2558 Voice 4!-0' 0 n (631) 909-4786 Fax 24"X48"X36"DEEP POURED 24"X48"X36"'DEEP POURED bifl@pembrookefinelandscapes.com CONCRETE PIER-TYP. EACH CONCRETE PIER-TYP. EACH CORNER CORNER www.pembrookefinelandscapes.com ELEVATION "All ELEVATION "B" 1/411=11-011 1/411=11-011 COLICCHIO 2"x8"R.S. CEDAR JOISTS RESIDENCE @ 14" O.C. (DIMENSIONAL-TYP.) 3810 Mill Ln. Maftituck, New York (3)R.S 2X10 CEDAR GIRDER FASTENED TO TOP 1"x4" R.S. CEDAR TRELLIS OF POST WITH SIMPSON STRONG TIE SDWS22 @ 4"O.C. X 10" LENGTH MULIT-PURPOSE STRUCTURAL DRAWING TITLE WOOD SCREW 2"COUNTER-SUNK 11��IN111111nigull st n luninfilung 1/11/11, 00" (2)SCREWS PER GIRDER PERGOLA C, A lit I 11u RK I- V 10"x10" R.S. SOLID CEDAR POST- 2'-51/2" 10" 10 L j0j- jonrj0E-[2'-51/2," / TYP. PLAN rict 2"x10" R.S. CEDAR GIRDER 10 41 J 3"X3"GALV. STEEL ANGLE BRACKETS-(4)PER (3)2"x10"R.S. CEDAR GIRDER 00 POST. SECURED TO POST WITH 5-"X3"'RSS (DIMENSIONAL-TYP.) 16 8 STRUCTURAL SCREWS AND CONCRETE SLAB WITH 1-9"X5""CALIBURN"CONCRETE SCREWS- 64 ALL SCREWS BY GRK FASTENERS DATE: NOVEMBER 20, 2013 STRUCTURAL WOOD SCREWS: (2)PER ANGLENff -1. A A BRACKET C SCALE: AS NOTED 4" PC 3500 PSI SLAB ON GRADE PROJ. NO. 1-13 WITH 6X6X10 WWM OVER GRAVEL CONCRETE SCREWS: (2)PER ANGLE BRACKET BASE L--------- K DRAWN: BD L 4#-0" 1 6 APPD: � 24"X48"X36"DEEP POURED CONCRETE PIER-TYP. EACH OFESSI DRAWING NO. CORNER SECTION 1 CD L-3 1/4'1=11_011 25-5 1/2' 24'-0 1/2" 1"x4" R.S. CEDAR TRELLIS f 1 - I r ' @ 4" O.C. j 1 =I — - - - - - - - - - - - - - - - - - --I ---- - - - - - - - - - - - - - - - - - - - - - - . _ - _....._........_____ .__...__._-___ - - 25-5 1/2" 24'-0 1/2" 41-0" 41-0" e- 1"x4" R.S. CEDAR TRELLIS @ 4"O.C. r-T- -r j L;-T -r T: - — — — — — — — — — — —— — — — — — — — — — 7' IL C14 4+ . I FZS_ .7rG— C) •• (7)7X i 0' C�D IR15E I - — — T 7- — — I 4, _M_E�Fs 1(7NKL--TYP.) — — — — C14 01 T 24"X48"X36" DEEP POURED - - - - - -I+- - - - - - - - - - - - - +I- - - - - - -4 CONCRETE PIER-TYP. EACH I 2"x8" R.S. CEDAR JOISTS CORNER I m @ 14„O.C. (DIMENSIONAL-TYP.) OI - - - - - - - - - - - - L It — — — — — I L! 0 I I I - - - - - -I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - > Lu W 0� 0� 0� — — — — — — — — — — — — —0� X Of wLu W1 I ui W I Iuj uj 1W W I 1W W1 I. r CrI10— — — — — — — — u -1-1-0 01 W .- of Of � — of Of — X — W_ of rn 4”PC 3500 PSI SLAB ON GRADE — — — — — — — — — fort CL_ WITH 6X6X10 WWM OVER GRAVEL af � a,- Io �< < < . < I< . �44- W _Ifff NX E L 'j tu, I 2:t W CX1n_ LQ I XX Cr a tt W W1 I W1 1W Ity _<j < < < 0 0 0 BLUESTONE 0 C) C) -Z— — — — — — — — — — -q Z_ —W BASE I 1W Lu . 2 , 7- UFZ Cn u� 0 U5 u� U5 PAVERS (6 C6 2 U) (6 Cn co Cn CD r; Cn Cn o IIoo11owollocw ollocw ocwlIO01I W CV CV CV (tl N N j* 4- - - - - - - - - - - - -51 -- - — — — — — — — — — — - -- — — — — — - --- (L2Lx10- R.S. CEDAR GIRDER o a , r �� l (DIMENSIONAL-TYP.) 4:H. — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — —— — — — — — - -- -- _j_ _77 -- ---------------------------- r C14 10"x10" R.S. SOLID CEDAR POST- TYP. 24'-o 1/2" ELEVATION "A" FOUNDATION PLAN PERGOLA PLAN 1/41f=11-011 1/411=11-011 2"x8" R.S. CEDAR JOISTS @ 14"O.C. (DIMENSIONAL-TYP.) 2"x8" R.S. CEDAR JOISTS (3)R.S 2X10 CEDAR GIRDER FASTENED TO TOP @ 14"O.C. (DIMENSIONAL-TYP.) 1"x4" R.S. CEDAR TRELLIS OF POST WITH SIMPSON STRONG TIE SDWS22 1"x4" R.S. CEDAR TRELLIS (3) R.S 2X10 CEDAR GIRDER FASTENED TO TOP @ 4"O.C. X 10"LENGTH MULIT-PURPOSE STRUCTURAL @ 4"O.C. OF POST WITH SIMPSON STRONG TIE SDWS22 WOOD SCREW 2"COUNTER-SUNK X 10" LENGTH MULIT-PURPOSE STRUCTURAL i (2)SCREWS PER GIRDER u ir WOOD SCREW 2"COUNTER-SUNK C) REVISION: 10"x10"R.S. SOLID CEDAR POST- (2)SCREWS PER GIRDER 3-27-13 P-2 1/2' 10"2'-2 1/2' [2'-5 1/2 (3)2"x10" R.S. CEDAR GIRDER 10"10"ion' 2-5 1/2' TYP. 10" 100 40 10"x10" R.S. SOLID CEDAR POST -ric t,0-rict 4 (DIMENSIONAL TYP.) TYP. 2"x10"R.S. CEDAR GIRDER oI XXT'GALV. STEEL ANGLE BRACKETS (4)PER (DIMENSIONAL-TYP.) 00 00 POST. SECURED TO POST WITH -! 8 "x3 RSS 16 STRUCTURAL SCREWS AND CONCRETE SLAB 3"X3"GALV. STEEL ANGLE BRACKETS-(4)PER WITH 12"x5""CALIBURN"CONCRETE SCREWS POST. SECURED TO POST WITH -i"x3-1"RSS 64 16 8 ALL SCREWS BY GRK FASTENERS STRUCTURAL SCREWS AND CONCRETE SLAB Hd,WITH 19'x5""CALIBURN"CONCRETE SCREWS PEMBR OOISE STRUCTURAL WOOD SCREWS: (2)PER ANGLE r-r- r-7-------------------------------------T_11- ALL SCREWS BY GRK FASTENERS ---------------------------------------------- BRACKET i------------------------------------ FfNE LAND S C A P E S r---------------------------------------------- 2 b, STRUCTURAL WOOD SCREWS: (2)PER ANGLE b I P.O Box 848 -I CONCRETE SCREWS: (2)PER ANGLE BRACKET BRACKET East Quogue,New York 11942 --------- L-___--___ L---- CONCRETE SCREWS: (2)PER ANGLE BRACKET (631) 909-2558 Voice 4'-0" 4\0. \\-- (631) 909-4786 Fax 24"X48"X36" DEEP POURED 24"X48"X36"DEEP POURED W*pembrookefinelandscapes.com CONCRETE PIER-TYP. EACH CONCRETE PIER-TYP. EACH www.pembrookefinelandscapes.com CORNER CORNER ELEVATION "All ELEVATION "B" 1/411=11-011 C O L I C C H I O RESIDENCE 2"x8" R.S. CEDAR JOISTS @ 14"O.C. (DIMENSIONAL-TYP.) 3810 Mill Ln. Maftituck, New York (3)R.S 2X10 CEDAR GIRDER FASTENED TO TOP 1"x4"R.S. CEDAR TRELLIS OF POST WITH SIMPSON STRONG TIE SDWS22 DRAWING TITLE @ 4"O.C. X 10"LENGTH MULIT-PURPOSE STRUCTURAL 2za WOOD SCREW 2"COUNTER-SUNK (2)SCREWS PER GIRDER PERGOLA 1111 IN i IN kit 10"x10" R.S. SOLID CEDAR POST- 1/2" 10" 10 tj JC� 2'-5 1/2" TYP. PLAN [2'-5 n� 1 -rict V 2"x10" R.S. CEDAR GIRDER 10"1 0" XXT'GALV. STEEL ANGLE BRACKETS-(4)PER (3)2"x10"R.S. CEDAR GIRDER 00 L POST. SECURED TO POST WITH 16"x3 8-1"RSS (DIMENSIONAL-TYP.) STRUCTURAL SCREWS AND CONCRETE SLAB WITH L9"x5""CALIBURN"CONCRETE SCREWS- 64 ALL SCREWS BY GRK FASTENERS DATE: NOVEMBER 20, 2013 STRUCTURAL WOOD SCREWS: (2)PER ANGLESCALE: AS NOTED 971 = A- BRACKET Rb PROJ. NO. 1-13 4" PC 3500 PSI SLAB ON GRADE I CONCRETE SCREWS: (2)PER ANGLE BRACKET WITH 6X6X10 WWM OVER GRAVEL - BASE I I DRAWN: BD APPD: 40-0" 24"X48"X36" DEEP POURED DRAWING NO. CONCRETE PIER-TYP. EACH 684 CORNER O pR�FESSIONP��c, SECTION 1 CD L-3 1/411=11-011