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HomeMy WebLinkAbout42152-Z Town of Southold 1/9/2019 0 P.O.Box 1179 53095 Main Rd �,tj�sao�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40158 Date: 1/9/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1150 Bayview Ave, Greenport SCTM#: 473889 Sec/Block/Lot: 52.-5-48.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/8/2017 pursuant to which Building Permit No. 42152 dated 11/15/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: FRONT AND REAR DECK ADDITIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR l The certificate is issued to Florio, Steven&Starkey,Alicia of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED -14" Au o e Signature S�FFntx� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42152 Date: 11/15/2017 Permission is hereby granted to: Romano, Richard &Jeanne PO BOX 94 Port Jeff Station, NY 11776 To: demolish existing deck and construct new deck additions to existing single-family dwelling as applied for. At premises located at: 1150 Bayview Ave, Greenport SCTM # 473889 Sec/Block/Lot# 52.-5-48.1 Pursuant to application dated 11/8/2017 and approved by the Building Inspector. To expire on 5/17/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $440.00 DEMOLITION $54.60 CO -ADDITION TO DWELLING $50.00 Total: $544.60 Bu ding pector 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 of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. I//U h 7 New Construction: Old or Pre-existing Building: / (check one Location of Property: 1150 q ozz cc,.? �C House No. Li Street ,r�! Hamlet Owner or Owners of Property: ll f r � S 4e �lofi a Suffolk County Tax Map No 1000, Section 572— Block S Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: �� 6f ze— ) Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) q P Fee Submitted: $ �U Applicant Signat re SOF SOUly �o� olo N o a 0 Ni I,Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ /FOUNDATION 1ST [ ] ROUGH PLEIG. r INSULATION RAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL;( ;OUG ) [ ] ELECTRICAL (FINAL) REMARKS: gly4trAul DATE INSPECTO TOWN OF SOUTHOLD BUILDING DEPT. °ycourm��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION [ ] FRAMING /STRAPPING [ FINAL A*5 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: o DATE INSPECTOR 101".11111"131- r • all STATE • . / ILIA M.wi_ USE Y 1 - 1 C TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 s is of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 �rvey Southoldtownny.gov PERMIT NO.. 421 2 Z�_ Check Septic Form N.Y.S.D.E.C. stees C.O Application C-:0 Flood Permit Examined 5 ,20� Single&Separate Truss Identification Form (&-Water Assessment Form Contact: Approved ,20 Mail to: & Disapproved a/c IV / A a Phone: 7 Qt &S- Ex i D rati vlg D Z!g Ins ctor NOV . 8 2017 APPLICATION FOR BUILDING PERMIT BUILDING DEPT. Date _, 20 l7 TOWN OF SOUTHOLD 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 anypurpose--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 Ifor 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. tg ature of applicant o name,if a corporation) iS (Mailing address of appli ant) State whet applicant is o 4essee, agent, architect, engineer, general contractor, electrician, plumber or builder P/)e,,-.n � e-ko.— Name of owner of premises �((� f� e (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name andtitle of corporate-officer) Builders License No. """ ;;'` 3 _ Plumbers License No: . Electricians License No. Other Trade's License No. 1. Location of la20on which propo/ ed work 11 be e: EO House Number Street Hamlet County Tax Map No. 1000 Section 52— Block Lot Subdivision �2� Filed Map No. Lot / 2. State existing use and occupancy of premises d intended use nd occupancy of proposed construction: a. Existing use and occupancy �.cM&&'— c�y�� b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition ve", Alteration r/ Repair Removal Demolition Other Work a (Description) 4. Estimated Cost �� Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars / 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories__ Dimensions of same structure with alterations or additions: Front , i 4 , Rlan " Depth Height - Number of Stories 8. Dimensions of entire new construction: Front Rear Depth s ;;i ° Height Number of Stories 9. Size of lot: Front a Rear (O 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 Xill excess fill be removed from premises? YES NOsq 14.Names of Owner of premise (arra— Ebrr D Address M &WIPA)Aae Phone No. �b2�J g. Name of Architect-TiMwn' Address OF ,0e.A4 v rtO one No &b `,7 / D Name of Contractor ,0.cw,2L i,' Addresslo L1%1a(g&Phone No. is 7 - 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO—Z * 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 * 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, CONNIE D.BUNCH (S)He is the Notag Public.State of Now Ycxk (Contractor,Agent, Corporate Officer, etc.) No.01SU618505 Qualified in Suffolk County n E�pires p►fl 14,2 r� of said owner or owners, and is duly authorized to perform or have performed the 9 oilR an to ma e 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 day of 20_t?_ Notary Public Signature of pplicant ' IT Scott A. Russell °S11FFIZ STO][LIM[WA\T]EIK SUPERVISOR 4 � M[A\N A\ G 1EI\VIUEN`]F z SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 2��0 �a' Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET _ ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No f. (CHECK ALL THAT APPLY) ❑Q A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. 09 B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑6] C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑E]/D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑dE. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, ,.Signature,-Contact=Infor-mation,-Date-&-CountT--Tax=Map--Number._—Chapter=236=does-not-apply-t.o your=pr-oj,cct- - - — If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT. (Property Owner,Design Professional,Agent Contractor,Other) S.C.T.M. 1000 Date- s2— 5/D�utnct NAME 1 I ✓ VV, //, lP Section Block Lot vOR BUILDING I;L•:l' N-1- ( 0-NEY Contact Information -ra.i,iKM.w Reviewed By. — — — — — — — — — — — — — — — — — — Date- Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — ❑ Approved for processing Building Permit /1:50 C)r.� r��Jd �{ Stormwater Management Control Plan Not Required tD t '70I 117 ❑ Stormwater Management Control Plan a Required (Forward to Engineering Department for Review) FORM 4 SN/lCP-TOS MAY 2014 S.C.T.M. NO. DISTRICT. 1000 SECTION: 52 BLOCK: 5 LOT(S):48.1 COLONY ROAD O o LOT 107 MON. N 52®30'0099 E° 150.00' MON. rt it LOT 106 c ® I BILCO ® z W.M. fi ¢� :•29.5': ® d 7 LOT 105 oo :=:= 49.2' J 12.0 0 w 3.4' ::::= ' =:in ® i STY FRM.::::: ® 58.6' _ DWELLING- ::::: :.12.1 LL ® #i 150: n z CONC. ® STOOP • D 0 W C,,;;:::::::::•: :::::;:co s I e_1LOT 104 �, : :•..••. Q7.1� F- w' GARAGE'::'`:N ,WOOD c;p z ASPHALT DRIVEWAY co:•:. . . ;.•. ''pCK: ' s E w 22.2' CL LL_ LOT 103 z;; W i w MON' MON. THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL SHOWN ARES 52®30900" S'E'T 150.00-9 'i 0.8S 4x CHAINLIN� FENCE x X 2.6'S AND ORNDATA OB AINEDFFROM OTHEOU nELDOSSERVA710NS LOT 102 AREA: 15,000.00 SQ.FT. or 0.34 ACRES ELEVAAON DATUM: IUNAUTHORIZED:AL7ERA770N OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 77-IE SURVEY IS PREPARED AND ON HIS BEHALF TO 77-IE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777UTION LISTED HEREON'- AND TO 77-IE ASSIGNEES OF 7HE LENDING INE. S77TU710N, GUARANTEES ARE NOT 7RANSFERABL THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 77-IE S7RUCTURES ARE FOR A SPECIRC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 77-IE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE S7RUeTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 71ME OF SURVEY i SURVEY OF: LOTS 103-106 INCL. CERTIFIED TO: STEVEN FLORIO; MAP OF: SUMMER HAVEN ALICIA STARKEY, FILED: JULY 5,j 1933 No.1 133 FIDELITY NATIONAL TITLE INSURANCE COMPANY, SITUATED AT:ARSHAMOMAQUE TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aqureboguae, New York 11931 PHONE (631)298-1688 M (631) 296-1588 FILE 17-1451 SCALE: 1"=20' DATE: SEPT. 8, 2017 N.YS. USC. NO. 050882 maintaining the records of Robert J. Hennessy & Renneth 1-1. Waychuh I 19'-10" 19'-10" GENERAL NOTES 7'-0" 5'-10" 7'-O" 12" 6'-0" 5'-10" 6'-0" 12" Iq 1. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE BUILDING DEPARTMENT. DECK `'� DECK 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING DETAIL DETAIL STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. ARCHITECTURE RAILING HIGH 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES AND AUTHORITIES HAVING JURISDICTION. & 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY OF THE OWNER/BUILDER. CONSULTING DN (2)-2" 10GIRDER 11 .• 2)-2"X0" GIRDE (2)-2"X10" GIRDER,-[,\ 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING VINCENT LUCARELLI A.I.A. WITH THE WORK. ILI 9 KIRKLAND DRIVE j6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SISTEM SHALL BE MADE UNLESS APPROVED BY THE ARCHITECT/ENGINEER. GREENLAWN N.Y. 11740 4"X4" A.C.Q. POST ON SIMRSON LINE OF CBSQ44-SDS2 GALVANIZED POST BASE DECK ABOVE 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS BEFORE THE START OF FRAMING. 631-567-1307 F_ (OR EQUAL) ON NEW 12"OX36" DEEP 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. F- POURED CONCRETE PIER (TYPICAL) w o PROPOSED REAR _ o p 9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE. USE JOIST HANGERS WOOD DECK c�I USE JOIST HANGER'S O c1 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL. ON ALL CONNECTIONS ; ON ALL CONNECTIONS (� � Q 11. THIS SET OF DRAWINGS ARE THE PROPERTY OF DTT DESIGNS, INC. & VINCENT LUCARELLI, A.I.A. ARCHITECT AND SHALL NOT BE ALTERED OR BE �G. REPRODUCED WITHOUT WRITTEN PERMISSION OF VINCENT LUCARELLI, A.I.A. 2"X8" LEDGER BOARD 00 1- �O' / WITH LAG BOLTS X 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS RESPONSIBLE FOR DESIGN INTENT ONLY. F <o �\ (STAGGERED) @ 20" O.C. N 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. �IZ��P 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY CLEAN AT ALL TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL `C FILL-INRUBBISH, WASTE MATERIALS, TOOLS, ETC., CLEAN GLASS AND LEAVE WORK BROOM CLEAN. Q EXISTING DOOR 6068 SLIDER - - _ 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 631-567-1307 AND ORDINANCES. 266 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER 1165 BROADWAY AVE. COMPLETION OF PROJECT. HOLBROOK, N.Y. 11741 EXISTING HOUSE EXISTING BASEMENT 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSES AND EXPENSES, INCLUDING ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR REVISION DEATH OR TO INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (B) IS CAUSED IN WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE REGARDLESS OF WHETHER OR NOT IT IS CAUSED IN PART BY A PARTY INDEMNIFIED HEREUNDER. lJ.l 18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING Q OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, 0 APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN AUTHORIZATION PILA1 �* (REAR DECK = 240 SQ.FT) 1/4�� = i�_O•� FRAMING / F(DOTING FLAN 1�4 �� - 1�-O�� OF THE ARCHITECT/ENGINEER. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS PERTAINING ARE TO BE FIELD VERIFIED. 20. CONTRACTOR TO REMOVE & RELOCATE AS REQUIRED ALL EXISTING WORK WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. Z 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS, UNLESS NOTED OTHERWISE. 0 2"X4" DECORATIVE z z a HANDRAIL S 3'7°3000 E - - -100.0' FOUNDATION, CONCRETE, AND MASONRY v 2"X2" SPINDLES 1. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE W @ 5" O.C. THE SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL. 4"X4" POST 3. SOIL TO HAVE MINIMUM BEARING CAPACITY OF (1) TON/SQ. FT. 2"X4" BOTTOM RAIL O LOT AREA = O 4. FOOTINGS TO REST A MINIMUM OF 3'-0" BELOW GRADE, UNLESS OTHERWISE NOTED. O Lo I 15,0100 SQ.1'LamT. I Lo 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. Z SIMPSON H-8 r,l HURRICANE TIE 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL 1ST TIER OF FRAMING IS IN PLACE. @ 16" O.C. JOISTS 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. DATE TO HEADER PROPOSED 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED SOLID WITH CONCRETE. 10/30/2017 WOOD DECK 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH R403.1.6 IN THE 2015 INTERNATIONAL RESIDENTIAL CODE. (240 SO.FT.) 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 4,000 P.S.I. SCALE -- 12.5' 2 __ ii aaaiii',i% 11. CONC. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER OCCUPIED SPACE. >, » -r--L--- 2 X8 A.C.Q. DECK DECKS NOTES i o c '."aaaa,a,aao r 14.0' (2)-2"X10" GIRDER N """"'� AS NOTED '" i,iiiiiiaaaia'" � 12. FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. „ a.aia,,,a aaa i JOISTS @ 16 O.C. iaaaiiaaa WOOD DECKd,I DRAWN BY TO BE 1 /2"0 STAGGER-BOLTED R311.7.8 HANDRAILS. HANDRAILS SHALL BE PROVIDED I 12.1' 19.g' REMOVED �� I 13. BRICK VENEER TO BE ANCHORED WITH (1) WALL TIE PER (3) SQ. FT. SIMPSON CBS044- ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, MAX. 4'-0" O.C., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. S.D. OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS. 12.5' EXISTING 11 STORY 15. APPLY (1) COAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. FROM FOOTING TO 2" ABOVE FINISH GRADE. CHECKED BY SDS 2 GALVANIZED � lo EXISTING DVffELLING POST BASE 16. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES OF 40 DEG. F AND FALLING, UNLESS APPROVED BY �' -y'.. 7 M I N I M U M 8312.1.3 GUARD OPENING LIMITATIONS. # 1150 � ARCHITECT/ENGINEER. NO CONCRETE SHALL BE PLACED ON FROZEN SURFACES. V.L. EMBEDMENT REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY ARCHITECT/ENGINEER. .• . 21.3' PROJECT NAME 12 X 36„ DEEPz RAISED FLOOR AREAS, BALCONIES AND PORCHES 21,8 m COWERED PORCH ri 13.9' 18. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND WHERE EVER APPLICABLE. POURED CONCRETE SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL , aaaaa�aaaaaaiiiara PIER (TYPICAL) - CLOSURES THAT DO NOT ALLOW PASSAGE OF I c aaaaa aaaaaaaiiiiii�i I 19. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. c� aiaa aiaaaai SPHERE 4 3/8 INCHES OR MORE IN DIAMETER. "'a"' ' PROVED TWO 4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK CONCRETE SLABS TO HAVE 6x6 10/10 WELDED WIRE REINFORCING. M � aaaaia.aaa.aaiaii✓. W •e Q ,. aaaa aiiiaiiaa,�i aaa aiiaaaaiiaaaai 20. CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL NOT BE LESS THAN 5 PERCENT OR 30OMORE THAN 7 R312.1.3 THE TRIANGULAR OPENINGS FORMED BY THE W WOOD DECK r 21. CONTRACTOR TOETABLE PROV DE CONCRETEDE L PROPOSED DELIVERY SLIP TO HOMEOWNER TO VERIFY 4,000 P.S.I. WAS RECIEVED. C] RISER, TREAD AND BOTTOM RAIL OF A GUARD AT THE (360 SQ.FT.)� DECK ETAlE N.T.S. OPEN SIDE OF A STAIRWAY SHALL NOT ALLOW PASSAGE o o OF A SPHERE 6 INCHES IN DIAMETER. CYD co c� CARPENTRY o Lo' ( Lo 1. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 OR BETTER, WITH A MIN. Fb=1400. UNLESS OTHERWISE NOTED. O Q O O z CO 2. ALL LUMBER IN CRAWL SPACES TO BE 18" ABOVE SCRATCH COAT. MAINTAIN 8" MIN. FOUNDATION EXPOSURE. �.T.� ~� O> R507.1 EXTERIOR DECKS. 3. SILLS TO BE (2) 2"X6" A.C.Q. (ALKALINE COPPER QUATERNARY), SECURELY FLASHED WITH A TERMITE SHIELD, ALSO PROVIDE SILL WHERE SUPPORTED BY ATTACHMENT TO AN EXTERIOR O SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"X6", UNLESS (1) 2"x6" IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. O ' 0 ® WALL, DECKS SHALL BE POSITIVELY ANCHORED TO THE 1 h--�I W PRIMARY STRUCTURE AND DESIGNED FOR BOTH PROPOSED 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TECO" OR EQUAL.SUCH ATTACHMENT SHALL NOT BE ACCOMPLISHED BY O o VERTICAL AND LATERAL LOADS. 403.80' 0 0 WOOD DECK 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN FLOORS, ROOFS, AND WALLS. 11 0 0 ® - - - - - O O N 3730'00" W 1 0.0' 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS. '^ a 0 c THE USE OF TOENAILS OR NAILS SUBJECT TO O �J1 ® WITHDRAWAL. WHERE POSITIVE CONNECTION TO THE 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3 -1/2" BEARING. PRIMARY BUILDING CANNOT BE VERIFIED DURING 8. MIN. HEADER TO BE (2) 2"00" UNLESS OTHERWISE NOTED. / INSPECTION, DECKS SHALL BE SELF-SUPPORTING. FOR BAYV I E W AVENUE 9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO E:E A.C.Q. (ALKALINE COPPER QUATERNARY). DECKS WITH CANTILEVERED FRAMING MEMBERS o CONNECTIONS TO EXTERIOR WALLS OR OTHER 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE ON PAGE PD-1. GENERALLY, SHEATHING IS OF 1/2" THICKNESS ON o° FRAMING MEMBERS SHALL BE DESIGNED AND WALLS AND ROOF AND IS OF CDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN APPLICABLE. n. ,« CONSTRUCTED TO RESIST UPLIFT RESULTING FROM THE FULL LIVE LOAD SPECIFIED IN TABLE R-301.5 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF CDX GRADE. NAILING AS PER FASTENING SCHEDULE ON PAGE PD-1 AND GLUED. IL ACTING ON THE CANTILEVERED PORTION OF THE DECK. � C)� 1L.2kT%lIl*T 1 tt = �Ot_Ott 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR APPROVED EQUAL. SEAL 1 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT UNSUPPORTED EDGES OF EXTERIOR SHEATHING. SIlVII'SON INFORMATION ON PLOT PLAN TAKEN FROM SURVEY PROVIDED EY: PETER J. KENNETH M. WOYCHUCK LAND SURVEYOR. 14. PROVIDE CROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS EXCEED 8'-0" AND AT EVERY 8'-0". BD CSQ44-SS2 BUILDING PLAN REVIEW NOTE 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS. THE TOWN BUILDING PLANS EXAMINER HAS REVIEWED THE ENCLOSED SHEATHING DOCUMENT FOR MINIMUM ACCEPTABLE PLAN SUBMITTAL REQUIREMENTS 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS NECESSARY. OF THE TOWN AS SPECIFIED IN THE BUILDING AND/OR RESIDENTIAL SITE DATA LOT AREA: 15,000 SQ.FT. " SIDING CODE OF THE STATE OF NEW YORK. THIS REVIEW DOES NOT GUARANTEE I _�= COMPLIANCE WITH THAT CODE. THAT RESPONSIBILITY IS GUARANTEED 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED WITH NAILING SCHEDULE. FLASHING FOR WATER TIGHTNESS UNDER THE SEAL AND SIGNATURE OF THE STATE OF NEW YORK LICENSED DESIGN PROFESSIONAL OF RECORD. THAT SEAL AND SIGNATURE EXISTING FLOOR AREAS: PROPOSED FLOOR AREAS: 18. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. " 4 DECKING HAS BEEN INTERPRETED AS AN ATTESTATION THAT, TO THE BEST OF THE EXISTING FIRST FLOOR = 1 ,670 SQ.FT. PROPOSED FIRST FLOOR = 0 SQ.FT. SUB FLOOR SHALL NEVER EXCEED A 16" SPAN. LICENSEE'S BELIEF AND INFORMATION, THE WORK IN THE DOCUMENT IS: EXISTING COVERED PORCH = 80 SQ.FT. EXISTING TOTAL = 1 ,750 SQ.FT. PROPOSED FRONT DECK = 360 SQ.FT. 19. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING AS PER SCHEDULE. 1'W '3 +mer - ACCURATE, - CONFORMS WITH GOVERNING CODES APPLICABLE AT THE TIME OF PROPOSED REAR DECK = 240 SQ.FT. 20. LUMBER GRADE AND SPECIES: SEE TABLE 4A TO 4D OF THE 2015 WFCN. �' = APPROVED JOIST HANGERS SUBMISSION, PROPOSED TOTAL 600 SQ.FT. / 2X LEDGER WITH FASTENERS - CONFORMS WITH REASONABLE STANDARDS OF PRACTICE AND WITH ACCESSORY STRUCTURES: 2"MINIMUM{ IN ACCORDANCE WITH TABLE 8507.2 VIEW TO WELFARE THE SAFEGUARDING OF LIFE, HEALTH, PROPERTY AND PUBLIC SHED = 0 SQ.FT. \ - IS THE RESPONSIBILITY OF THE LICENSEE. DETACHED GARAGE = 0 SQ.FT. SITE WORK SHEET TITLE FLOOR JOISTS HOLD-DOWN DEVICE MIN. 750 LB. CAPACITY TOTAL FLOOR AREAS: 1. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR, OR BY QUALIFIED SUB-CONTRACTOR. REAR DECK AT 4 LOCATIONS, EVENLY DISTRIBUTED EXISTING TOTAL + ACCESSORY STRUCTURES + PROPOSED TOTAL = 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, RECEIVE CLARIFICATION FROM ARCHITECT/ENGINEER PRIOR TO PROCEEDING. ALONG DECK AND ONE WITHIN 24" OF EACH THESE PLANS HAVE BEEN PREPARED TO THE BEST OF 1 ,750 SQ.FT. + 0 SQ.FT. + 600 SQ.FT. = 4,280 SQ.FT. PLANS & NOTES END OF THE LEDGER. HOLD-DOWN DEVICES 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING SHALL FULLY ENGAGE DECK JOIST PER OUR ABILITY WITH THE INFORMATION AVAILABLE TO US. LOT COVERAGE: SITE. STOCKPILE ALL EXCAVATED MATERIALS. HOLD-DOWN MANUFACTURER. DUE TO THE NATURE OF A RENOVATION/ADDITION TO PERCENT OF LOT COVERAGE = 2,350 SQ.FT. / 1'5,000 SQ.FT. = 0.1566 = 15.66% 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS JOB NUMBER AN EXISTING STRUCTURE THE ARCHITECT MUST BE UNSUITABLE FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. A FULLY THREADED J" DIAMETER LAG NOTIFIED FOR ANY REVISIONS, STRUCTURAL 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. SCREW PREDRILLED W/MIN. 3" PENETRATION MODIFICATIONS OR SUPPORT REQUIREMENTS 2017-81 Q TO CENTER OF TOP PLATE, STUDS, OR HEADER. RESULTING FROM UN-FORSEEN CONDITIONS SUCH AS EXISTING COLUMNS, DUCTS, PIPING, ETC. NOTE: ALL STRUCTURAL DRAWINGS ARE PREPARED IN ACCORDANCE WITH THE I✓ED`i�.J ER Dom` T /� IEENCLOSED IN EXISTING WALLS, CEILINGS, ETC... G.C. 2015 INTERNATIONAL RESIDENTIAL CODE WITH THE NEW YORK STATE 2016 N 1J`i�.J 1 r1 .T.s. TO CONTACT R.A. UPON ANY UN-FORSEEN CONDITIONS UNIFORM CODE SUPPLEMENT & 2016 SUPPLEMENT TO THE NEW YORK STATE SHEET NUMBER ENERGY CONSERVATION CONSTRUCTION CODE & THE 2015 WFCM. ARISING. NOTE: THIS DETAIL IS APPLICABLE WHERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS. 2 OF 2 00 S 37030'00" E 100.0' ' ARCHITECTURE BEDROOM LIVING ROOM b & CONSULTING MASTER GARAGE o I 500 0 0 T ARSQ.FT. I F o VINCENT LUCARELLI A.I.A. BEDROOMLO q 9 KIRKLAND DRNE GREENLAWN,N.Y. 11740 631-567-1307 EXISTING PROPOSED E-1 WOOD DECK COVERED PORCH ELF8070 (240 SO.FT.) U 12.5' ///, 19.84'// / /i% r-_� DT. iiiii� 14.0' j Wool) DECK d,! � �O� I 12.1' 19.8' TO HE rjl I REMOVED - EXISTING 1 STORY 12.5' cQ FRAME DWELLING# 1150 ��� 631-567-1307 PROPOSED FRONT LO 1165 BROADWAY AVE. WOOD DECK DN jLn 21.3' 21.8' ori COVERED PORCH ri 13.9' HOLBROOK, N.Y. 11741 REVISION =ALL HANGERS 30.0' JNECTIONS w PROPOSED O WOOD DECK W O (360 SQ.FT.) � Q O I co F I O APPRQVED AS NOTED „ C\2 � 30 -0 13'-2" LO DATE: . B.P.# a FEE: S ,d� �3'f: . DECK PLAN (FRONT DECK = 360 SQ.FT) 1/41" = 11 -01 1 z z0 NOTIFY 6',;. :1ENT AT a 765-1802 8 AMS IV) :1•od FOR THE FOLLOWING INSPECTIONS: z z PROPOSED U 1. FOUNDATION - TWO REQUIRED 403.80 WOOD DECK FOR POURE'? 2. ROUGH - PLUMBING N 37030'00" W — 1 0.0' p 3. INSULA'. 4. FINAL MUST l� ALLBCONS--1 SHALL MEET THE BAYVIE V1�� AVENUE REQUIREME, fHE CODES OF NEW O Z YORK STATL. NOT RESPONSIBLE FOR EXISTING BASEMENT DESIGN OR CONSTRUCTION ERRORS. GARAGE DATE COMPLY WITH ALL CODES OF SLAB L®� �A1 r 1 it = 20'-0" 10/30/2017 NEW YORK STATE & TOWN CODE 3) AS REQUIRED AND CONDITIONS C F INFORMATION ON PLOT PLAN TAKEN FROM SURVEY PROVIDED BY: PETER J. KENNETH M. WOYCHUCK LAND SURVEYOR. SCALE eSOLiIH��?>7In.MIMA 2X4 A.C.Q. DECK AS NOTED JOISTS © 16" O.C. DRAWN BY 5(llt4lQLQ.IQI NNING BOA D - - - SITE DATA LOT AREA: 15,000 SQ.FT. S.D. EXISTING FLOOR AREAS: PROPOSED FLOOR AREAS: CHECKED BY 2"X8" LEDGER BOARD L — — — _ JI EXISTING FIRST FLOOR = 1 ,670 SQ.FT. PROPOSED FIRST FLOOR = 0 SQ.FT. Y WITH LAG BOLTS EXISTING COVERED PORCH = 80 SQ.FT. V.L. OCCUPANCY OR (DECK OFLINE WITH o (STAGGERED) @ 20" O.C. w o EXISTING TOTAL = 1 ,750 SQ.FT. PROPOSED FRONT DECK = 360 SQ.FT. PROPOSED REAR DECK = 24o SQ.FT. PROJECT NAME USE IS UNLAWFUL , -I 0 USE TOTAL = 600 SQ.FT. C! (.0I o ACCESSORY STRUCTURES: WITHOUT CERTIFICA,, F�: I Q Q N cn DETACHED GARAGE - 0 SQ.FT. OF OCCUPANCY I z 4"X4" A.C.Q. POST ON SIMPSON x W N o� CBSQ44-SDS2 GALVANIZED POST BASE ?� o ( I TOTAL FLOOR AREAS: (OR EQUAL) ON NEW 12"OX36" DEEP N J EXISTING TOTAL + ACCESSORY STRUCTURES + PROPOSED TOTAL = POURED CONCRETE PIER (TYPICAL) 1,750 SQ.FT. + 0 SQ.FT. + 600 SQ.FT. = 4,280 SQ.FT. [�] � 2 -2"X10" GIRDER (2Z2"X10" GIRDER (2 -2"X10" GIRDERT 2 -2"X10" GIRDER I LOT COVERAGE: Q r-1 Y �T IPd STOR �1 V`JATER RUP�OFF — — N o RETA tj: USE JOIST HANGERS PERCENT OF LOT COVERAGE = 2,350 SQ.FT. / 15,000 SQ.FT. = 0.1566 = 15.66 VPURSUANT TO CHAPTER 236 L � ON ALL CONNECTIONS OF THE TOVdrI CODE. — — W � O ° 12" 7'-0" 7'-0" 7'-0" 7'-0" 12 - •� F-il ~ O NOTE: ALL STRUCTURAL DRAWINGS ARE PREPARED IN ACCORDANCE WITH THE 30'-0" 13'-2" 2015 INTERNATIONAL RESIDENTIAL CODE WITH THE NEW YORK STATE 2016 O �""I 13 1/4�' = 1'-099 UNIFORM CODE SUPPLEMENT & 2016 SUPPLEMENT TO THE NEW YORK STATE W F1ZA INCL / FOOT CG PLAN ENERGY CONSERVATION CONSTRUCTION CODE & THE 2015 WFCM. Q A4 O 0 DECKS NOTES 2"X4" DECORATIVE R311.7.8 HANDRAILS. HANDRAILS SHALL BE PROVIDED r---� -- HANDRAIL 2"X2" SPINDLES ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN r---� OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS. @ 5" O.C. 4"X4" POST SHEATHING BUILDING PLAN REVIEW NOTE R312.1.3 GUARD OPENING LIMITATIONS. THE TOWN BUILDING PLANS EXAMINER HAS REVIEWED THE ENCLOSED REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, SEAL SIDING DOCUMENT FOR MINIMUM ACCEPTABLE PLAN SUBMITTAL REQUIREMENTS » " OF THE TOWN AS SPECIFIED IN THE BUILDING AND/OR RESIDENTIAL RAISED FLOOR AREAS, BALCONIES AND PORCHES 2X4 BOTTOM RAIL FLASHING FOR WATER TIGHTNESS CODE OF THE STATE OF NEW YORK. THIS REVIEW DOES NOT GUARANTEE COMPLIANCE WITH THAT CODE. THAT RESPONSIBILITY IS GUARANTEED SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL SIMPSON H-8 ® DECKING UNDER THE SEAL AND SIGNATURE OF THE STATE OF NEW YORK CLOSURES THAT DO NOT ALLOW PASSAGE OFA LICENSED DESIGN PROFESSIONAL OF RECORD. THAT SEAL AND SIGNATURE E HURRICANE TIE ® HAS BEEN INTERPRETED AS AN ATTESTATION THAT, TO THE BEST OF THE SPHERE 4 3/8 INCHES OR MORE IN DIAMETER. i!. : ,�JCHir , @ 16" O.C. JOISTS 03) LICENSEE'S BELIEF AND INFORMATION, THE WORK IN THE DOCUMENT IS: 0 0 0 APPROVED JOIST HANGERS - ACCURATE, dAz �t TO HEADER R312.1.3 THE TRIANGULAR OPENINGS FORMED BY THE I ` 3) CN 2X LEDGER WITH FASTENERS ° - CONFORMS WITH GOVERNING CODES APPLICABLE AT THE TIME OF°0 2"MINIMUM SUBMISSION, RISER TREAD AND BOTTOM RAIL OF A GUARD AT THE IN ACCORDANCE WITH TABLE R507.2 - CONFORMS WITH REASONABLE STANDARDS OF PRACTICE AND WITH , VIEW TO THE SAFEGUARDING OF LIFE, HEALTH, PROPERTY AND PUBLIC OPEN SIDE OF A STAIRWAY SHALL NOT ALLOW PASSAGE WELFARE, OF A SPHERE 6 INCHES IN DIAMETER. 12'° __ / FLOOR JOISTS HOLD-DOWN DEVICE MIN. 750 LB. CAPACITY - IS THE RESPONSIBILITY OF THE LICENSEE. 2X8 A.C.Q. DECK o AT 4 LOCATIONS, EVENLY DISTRIBUTED (2)-2"X10" GIRDER JOISTS @ 16" O.C. 0 ALONG DECK AND ONE WITHIN 24" OF EACH 1 /2"0 STAGGER-BOLTED °°o END OF THE LEDGER. HOLD-DOWN DEVICES SHALL FULLY ENGAGE DECK JOIST PER THESE PLANS HAVE BEEN PREPARED TO THE BEST OF R507.1 EXTERIOR DECKS. SHEET TITLE SI M PSON CBSQ44— HOLD-DOWN MANUFACTURER. OUR ABILITY WITH THE INFORMATION AVAILABLE TO US. WHERE SUPPORTED BY ATTACHMENT TO AN EXTERIOR SDS2 GALVANIZED DUE TO THE NATURE OF A RENOVATION/ADDITION TO WALL DECKS SHALL BE POSITIVELY ANCHORED TO THE FRONT DECK POST BASE II'.. SIMPSON H8 A FULLY THREADED 3" DIAMETER LAG AN EXISTING STRUCTURE THE ARCHITECT MUST BE PRIMARY STRUCTURE AND DESIGNED FOR BOTH 7 MINIMUM SCREW PREDRILLED W/MIN. 3" PENETRATION VERTICAL AND LATERAL LOADS. PLANS & DETAILS NOTIFIED FOR ANY REVISIONS, STRUCTURAL EMBEDMENT SIkv1PSON TO CENTER OF TOP PLATE, STUDS, OR HEADER. SUCH ATTACHMENT SHALL NOT BE ACCOMPLISHED BY 1 2"� X 36" DEEP CBSQ44-SDS2 MODIFICATIONS OR SUPPORT REQUIREMENTS z_ RESULTING FROM UN-FORSEEN CONDITIONS THE USE OF TOENAILS OR NAILS SUBJECT TO POURED CONCRETE LEDGER DETAIL N.T.S. SUCH AS EXISTING COLUMNS, DUCTS, PIPING, ETC. WITHDRAWAL. WHERE POSITIVE CONNECTION TO THE JOB NUMBER PIER (TYPICAL) .4 ENCLOSED IN EXISTING WALLS, CEILINGS, ETC... G.C. PRIMARY BUILDING CANNOT BE VERIFIED DURING TO CONTACT R.A. UPON ANY UN-FORSEEN CONDITIONS INSPECTION, DECKS SHALL BE SELF-SUPPORTING. FOR ^O �_� NOTE: THIS DETAIL IS APPLICABLE WHERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS. ARISING. DECKS WITH CANTILEVERED FRAMING MEMBERS L CONNECTIONS TO EXTERIOR WALLS OR OTHER FRAMING MEMBERS SHALL BE DESIGNED AND CONSTRUCTED TO RESIST UPLIFT RESULTING FROM SHEET NUMBER DECK DETAIL N.T.S. THE FULL LIVE LOAD SPECIFIED IN TABLE R-301.5 ACTING ON THE CANTILEVERED PORTION OF THE DECK. 1 O F n