Loading...
HomeMy WebLinkAbout43315-Z ('04 Town of Southold 8/29/2019 P.O.Box 1179 53095 Main Rd '4X Southold,New York 11971 tri{ajfo LP CERTIFICATE OF OCCUPANCY No: 40663 Date: 8/29/2019 THIS CERTIFIES that the building ALTERATION Location of Property: 2460 Paradise Shores Rd., Southold SCTM#: 473889 Sec/Block/Lot: 80.4-7.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/6/2018 pursuant to which Building Permit No. 43315 dated 12/14/2018 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: alterations (windows/porch)to an existing single family dwelling as applied for. The certificate is issued to Timms,Michael&Ganci,Donna of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED A th d Signature �S�FFnc,r. TOWN OF SOUTHOLD BUILDING DEPARTMENT y' TOWN CLERK'S OFFICE oy • SOUTHOLD, NY Cpl � dao 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#: 43315 Date: 12/14/2018 Permission is hereby granted to: Timms, Michael 12 Pine Dr E Nesconset, NY 11767 To: make alterations (windows/porch) to an existing single family dwelling as applied for. At premises located at: 2460 Paradise Shores Rd., Southold SCTM # 473889 Sec/Block/Lot# 80.-1-7.1 Pursuant to application dated 12/6/2018 and approved by the Building Inspector. To expire on 6/14/2020. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $254.00 CO -ALTERATION TO DWELLING $50.00 Total: $304.00 i 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 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. la-_/0- 18 New Construction: Old or Pre-existing Building: V (check one) Location of Property: �`t'�v C' �cZ�����..�- SxoctS House No. Sheet \ Hamlet Owner or Owners of Property: �—tt 2't l ,M'a'ts l�t:,.Si��, C.-A-i[ o Suffolk County Tax Map No 1000, Section g0 Block I Lot A Subdivision Filed Map. Lot: Permit No. 3b( 5 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: v (check one) Fee Submitted: $ s 0 =) Applicant Signature SOF SOUTH, TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 [/ INSPECTION FOUNDATION 1 ST [ ] ROUGH PLSG. XF OUNDATION 2ND [ ] INSULATION o_ /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ,,,f off,WA, Aa� AA 11-AA-) J�f"Ink S"plv DATE INSPECTOR vw h� o * # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm N�` 765-1802 INSPECTION' . [ ] FOUNDATION 1ST ( ] ROUGH PLBG. [ ] FOUNDATION 2ND [ 1)64SULAIION [ ] FRAMING /STRAPPING [ ] FINAL p✓� `09 l [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: &31L— Q*N fy-00, C449 - U"K, 0 SWA I J�/ 9L(5 L4po/- v LIZ 04jiv DATE G t$ )Vt INSPECTOR E-y ! FIELD INSPECTION REPORT DATECO TS -- FOUNDATION(1ST) ' V1H ------------------------------------ C' � 'FOUNDATION (2ND) PvAl 1 k 0 ROUGH FRAMING& PLUMBING H ..re INSULATION PER N.Y: STATE ENERGY CODE 3aye cv FINAL ADDITIONAL COMMENTS 1 -IB- .00 # OC1 n eC� Iry <�2 i �Z �� 1 0 d b H 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 � _ _ .. sets of Building Plans TEL:-(631) 765-1802 - FAX: (631) 765-9502 Planning Board approval � ;r �, _ �.v e South oldtownny.gov PERMIT NO. , -Eheck peptic Form •—Trustees C.O.Application . Flood Permit Examinedfa/c ,20 Single&Separate Q Truss Identification Form ® Storm-Water Assessment Form ontact: . Approved20 Disapprov 01, Phon S7110— .2-A-2— Expiration 2-A-ZExpiration 20 uilding Ins or PPLICATION FO D G PERMIT , INSTRU IONS Date 20 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 throughouf 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,housiing,code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer,'general contractor, electrician, plumber or-builder - Name of owner of premises Com",Q�-' l►^Amt S , �r✓4% -,ra;✓L (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: - House Number - Street Hamlet :, , 7. 1 County Tax Map No. 1"000 Section ZJ Block "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 i ' Alteratio' Repair Removal Demolition Other Work a (Descri tion)` Estimated Cost Fee ,ATo be paid on filing this application) If dwelling, number of dwelling units Number 6dWiffifigjunftsaonpaQ h floor If garage, number of cars "1'`R� °�� If business, commercial or mixed occupancy, specify nature and extent'o£each.type'.,ouse. 6 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 Dimensions of entire new construction: Front Rear Depth Height Number of Sforios'. . K Size of lot: Front Rear Depth Date of Purchase Name of Former Owner Zone or use district in which premises are situated 12. Does,proposed construction violate any zoning law; ordinance or regulation? YES NO 'V 13. Will lot be re-graded? YES NOV Will excess fill be..removed.from premises? YES NO g - .. 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 I&D.E.C: PERMITS MAY BEA,QUIREIDJ ' 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 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 O6khV-6 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 y +t!• day of da20 a' TRACEY L. DWYER RYPUBLIC,STATE OF NEW YORK Notary Public 306900 Signature Applicant QUALIFIED IN SUFFOLK COUNTY opp QOMMISSION EXPIRES JUNE 30,2D4-01 h' i IM 1 � ��ggD SHG� v J ' LEhG'9p� O� q� 33sg6 ¢Op �•�o� -AA .c Tv«Y ,�NrtivY 1 GE �►,zYGbx i' 9ur.�'o�.r!�'awr,�T.r.HStto.Ya, /ovo•oDo•D/� 7/ ' 2 EXISTING EXISTING '. EXISTING 10 ii��� p 2. 7 1 i'1 C. J , NEW 72 NEW 3. 1 J L . I- Q ,T WIDE FW6 IN =11X4611DH 4. �: ',".t. r ..�� ; �,,.I'.'':; f,"f!17' � � w EXIST. R.O. IN EXIST. R.O. C ` -�.:_L ''lr > YOT 0p, i _�I`IJI i��. i i�!1 C 1 firs r .cn R Z I I coti1 LY WITH ALL CODE OF �►-/� NEW Y � K STATE & TOWN CODES v 1 I AS F{E�rtl IRED C:) U) w SI BOARD _ EXIST. KITCHEN I S- HOLD TOWN TRUS7 EES _" o II w v.I.F. NFA O - � NEW 52ffX54" DH -28"x38" DH VI.F. : O IN NEW R.O. Z IN NEW R.O. � — J ,i :.................... . ................... �\J E C T j NEW 2)2X8 HDR NEW.(2)2X6 HDR Q N EXIST• E 4 s-1 BATHRM.i 7F x �y z c�i W7- z z z EXIST, z z z N all ' ~ ~ BEDROOM � �i N :• ��? `� � ^ `� �'" .` w ry tu Lu s A ExIST, LOM IN6 z EXIST• EXIST, u _ CELLAR = o OE = BEp�OOM ,4; EXIST.Qa v F" x BEDROOM ��-+ 0 3 m N �, _ 0 /A EXIST. NEW 2x10 P.T. LEDGER BOLTED INTO j ry Z BATHRM. X 2 pOi� � EXIST. FOUNDATION WALL WITH 1/2"P ADHESIVE ANCHORS (ITW-RED HEAD EPOON A7 OR HILTI HIT HY-20) ;m-24" OO. STA66ERED - MIN. 3 " PENETRATION Q N 'NEW 96"X50" COMBO UNIT N ml z IN EXIST. R.O. IX 10 P.T. P.T. NEW 72" LEDGER z _ �N WIDE FW6 IN EXIST. R.O. • - W REGONSTRUGTED x '�c_ `r ryp.......................... y = EXIST• h m N = o �, o z . .. La a BEDROOM PORCH EXIST, Mcx o w o Ll0 F o OZ EXIST. TO REMAINS � 0- X NEW 4x4 POST - TYP. Ll BEDROOM o t�o o � w W N Z d1 Jaz �� 22 ° oz �-- X �� � et �a'w 5a� �z �� � ® POST ABOVE ry_ iL NEW RAILING TO W a� �°a�W a o a I~ \\ NEW 3 "x9 " PARALLAM O - o ¢ h N _ � � baa NEW.(2)2X8 HDR I HEADER - CONTINUOUS m REPLACE EXIST. Q o o o o o KEN 2)2X8 P.T. ry w uoAaao NEW 10"4) SONOTUBE PIERS FLUSH JnI �� b' NEW 36 NEW E rjQ.�E. "w � o w a=w o EXIST. O w VA ¢.�.W....r. QF TO MIN. 36" BELOW 6RADE WINDOW �2) 32"x54" DH STORM NEW 60"x54" NEW 60"x54° fZ ="X(2211 PH (OR AS REG'D BY FIELD ,_.I„ ,_Q„ TO BE IN NEW R.O. DOOR SLIDER SLIDER EXIST. R.O. GONSTRUGITED TO WITHSTA�LLED AND17 CONDITIONS) Y.I.F. V.I.F. V.I.F. 2' REMOVED LOAD AGGORDAN�WITH THE RESIDENTIAL Q CODE OF N.Y. STATE EXI5TINO EQ. EQ. 2'-0" t4'-7" A A EXI5TINO EXI5TING DENOTES EMER&ENOY E50APE/E6RE55 WINDOW. DENOTES EMERCENOY ESOAPE/E6RESS WINDOW. OE THIS WINDOW COMPLIES WITH 2015 IRC BUILDING A OE THIS WINDOW COMPLIES WITH 2015 IRC BUILDING CODE SECTION- 8310 FOR E6RESS WINDOW UNITS. 2 CODE SECTION- 8310 FOR EGRESS WINDOW UNITS. FC)UNPATION PLAN FIR5T FLOOR PLAN 5ECOND FLOOR PLAN Ill-lollill-loll W DESIGNED BY: WR DRAWN BY: WR • CHECKED BY: WR DATE: 11.17.18 JOB NUMBER 18102 . SHEET NUMBER O WILFREDO RIVERA, ARCHITECT 2018 1 ■ ® e e e a e ® e e ® ® e e Z NOTE PROVIDE METAL TIES AT ALL RAFTER BEARING 6UARDRAILS SHALL BE ASSEMBLED LOCATIONS PER 8802.11. A CONTINUOUS LOAD AND GON5T8UGTED TO WITHSTAND LOCATIONS SHALL BE PROVIDED TO TRANSMIT THE V 0 A LIVE LOAD OF-200 Ibs. PER SQ. 004UPLIFT FORGES FROM THE 800E TO THE FT. IN ACCORDANCE WITH THE FOUNDATION. (TYP) Z RESIDENTIAL CODE OF N.Y. STATE TOP PLATE AT _ _ TOP PLATE AT _ _ TOP PLATE AT _ _ _ 0 SECOND FLOOR SECOND FLOOR SECOND FLOOR � � � NEW RAILING TO Lu Mu REPLACE EXIST. NEW RAILING TO � NEW RAILING TO r� REPLACE EXIST. o z o z REPLACE EXIST. o z EXIST. DECKING AND v 1 DECK FRAMING TO Lulu Ei EXIST. DECKING AND + F EXIST. DECKING AND t-: REMAIN 1 U DECK FRAMING TO X x DECK FRAMING TO X EXIST. DECK ''' p4 -0 '—' REMAIN �' REMAIN o "' o TO REMAIN mT.O. EXIST. SECOND FLOOR T.O. EXIST. SECOND FLOOR m T.O. EXIST. SECOND FLOOR — m — — �'A (i� EXIST. ROOF FRAMING TO REMAIN N U Lu Lu ILI NEW 3 �"x9 J" PARALLAM / NEW AZEK TRIM - TYP. - - NEW AZEK TRIM - TYP. HEADER - CONTINUOUS - RECONSTRUCTED t� PROVIDE HURRICANE TIE SCREENED �� / o t � Lu AT EACH RAFTER = "_ > ' L'4�ScLI Cn / o PRECAST STONE VENEER PRE(. AST STONE VENEER 'Z BASE W/ SLOPED WATER X BASE W/ SLOPED WATERluiul \ TABLE lu w TABLEuiui w f O .LLJiNEW (2) x8 U \ 1 - T.O. EXIST. FIRST FLOOR T.O. EXIST. FIRST FLOOR _ _ j T.O. EXIST. FIRST FLOOR P.T. - FLUSHzi W - - T.O. NEW SUBFLOOR O NEW SCREEN ROOM - NEW 2x10 P.T. LEDGER BOLTED INTO EXIST. FOUNDATION WALL. WITH 1/2"0 w 4X4 P.T. POST ON -=III= -III=III=11 ADHESIVE A� (ITW-RED HEAD i;: �H i=1 -1 I I-I 1=1 11 �� o z o z 51MPWN ABA I=III I=III=III=11 EPCON A? OR HILTI HIT HY-20) 0-24 OG. m cn POST BASE OR DECD JOIST -III= 1–III �� - °. _2x8 P.T. =1 _- •..: I I I I I I I I I I I I -. �=III-III-III STAGGERED - MIN. 3 PENETRATION �� �- �.. ...... _ EQUAL m ;::: -.III-1 I I- ................ R C H ILJ LJ LJ L J i a 16" O.G. NEW 10"� 50NOTUBE PIERS -III–III `'0A9 � I_I I r_ 0 V�, � TO MIN. 36" BELOW GRADE 11�1I 1� �� " i NEW 10 � SON0TIJSE PIERS NEW 10 � SONOTIJBE PIERS (OR AS REQ'D BY FIELD =111- TO MIN. 36 BELOW GRADE TO MIN. 36 BELOW GRADE CONDITIONS) .iI1=1I (.Ir (OR AS REO'D BY FIELD (OR AS REO'D BY FIELD -- - - -- - CONDITIONS) CONDITIONS) - -- - - -- � w ———— ——— ----- -- ` 031.wl1V" EX15TINO TO REMAIN RECON5TRUCTED SCREENED PORCH RECON5TRUCTED 5CREENED PORCH EXI5TING TO REMAIN RECONSTRUCTED 50REENED PORCH EX15TING TO REMAIN .......................................................... E NOTE: 4-1 ALL LUWITH LUMBER IN CONTACT CONCRETE SHALL BE PRESSURE TREATED. (TYPJCO U V -1 0 � 4:1 :a FAfq212.11AL F1"w51%L-**1w-%1NT ELEVATION F51ME ELEVATION SECTION 50ALE: �'�_I_�0�� 50ALE: 11_I_�o�� 50ALE: G.C. TO VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO START OF CONSTRUCTION. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. GENERAL NOTES: ............................. ... waw Boz � OOa ww� ¢ a¢ I . ALL WORK SHALL CONFORM TO THE RESIDENTIAL BUILDING CODE OF NEW YORK 1 1 . THE GENERAL CONTRACTOR SHALL PROVIDE FOR ALL PROPER BRACING, H. JOIST HANGERS, HOLD DOWN CLIPS, ETC. SHALL BE 51MP50N 15. WINDOWS: ]w ¢z w Q a 3 ¢ STATE (LATEST EDITION), ENERGY CONSERVATION CONSTRUCTION CODE OF 5HEETPILING, SHORING, DE-WATERING, ETC., AND THE PROTECTION AND STRONG-TIE CO., INC., OR APPROVED EQUAL (SECURED WITH ANNULAR o �Ro NEW YORK STATE (LATEST EDITION) AND ALL APPLICABLE CODES. SUPPORT OF THE EXISTING AND ADJACENT STRUCTURES AND TREES THAT ARE NAILS, ETC. AS PER MANUFACTURERS SPECIFICATIONS) FOR ALL FLUSH A. PROVIDE EXTENSION JAMBS AS REQUIRED. a z z TO REMAIN. PROVIDE FOR ALL UNDERPINNING AS REQUIRED DUE TO FIELD AND STRUCTURAL CONNECTIONS. PROVIDE SADDLE-TYPE, HEAVY DUTY 2. IT IS THE INTENTION OF THESE DRAWINGS TO PROVIDE FOR THE CONSTRUCTION PROJECT CONDITIONS. BEAM HANGERS AS REQUIRED. ALL EXTERIOR CONNECTORS, B. ALL STANDARD GLAZING SHALL BE INSULATED SAFETY GLASS (STANDARD ¢ a o o OF A NEW RESIDENCE, INCLUDING EVERY ITEM AS SHOWN OR REASONABLY FASTENERS, ETC. SHALL BE STAINLESS STEEL. PROVIDE WELDED STEEL 5/8") UNLESS OTHERWISE NOTED - COORD. W/ DRAWING DETAILS. IMPLIED, OR REQUIRED, TO COMPLETE ALL WORK. 12. FOUNDATIONS/CONCRETE: CONNECTIONS FOR ALL FRAMING HANGERS, ETC. AT STEEL BEAMS, W o o a o o Qz COLUMNS, ETC. C. PROVIDE ALL REQUIRED BLOCKING, INTEGRAL FLASHING, DRIP CAP, "> o z o a o < ¢ 3. THE DRAWING AND NOTES ARE INTENDED TO BE COMPLETE. SHOULD ANYTHING WEATHER-STRIPPING AND ALL MANUFACTURER ACCESSORIES, ETC. FOR ¢a ° ¢; H a A. THE EXCAVATION FOR ALL FOOTINGS SHALL HAVE LEVEL, SOLID AND I. ALL NEW WINDOW AND DOOR OPENINGS SHALL HAVE STUDS TRIPLED ON ...................................... BE OMITTED FROM THE DRAWINGS, NECESSARY TO THE PROPER UNDISTURBED BOTTOMS. ALL FOOTINGS SHALL BEAR ON VIRGIN, A COMPLETE INSTALLATION. CONSTRUCTION OF THE WORK, HEREIN DESCRIBED, IT SHALL BE THE DUTY OF JAMBS. THE INNER TWO STUDS SHALL BE CUT TO RECEIVE THE LINTEL w UNDISTURBED SOIL, MINIMUM DEPTHS AS PER DRAWINGS. ALL SOIL H THE CONTRACTOR TO NOTIFY THE ARCHITECT. BEARING CAPACITY ASSUMED AS ONE TON (OR 2,000 ibs)/S.F. PER OR HEADER OVER THE OPENING AND SHALL EXTEND IN ONE PIECE FROM D. GENERAL CONTRACTOR SHALL CONFIRM IN THE FIELD ALL ROUGH Q TABLE 840 I .4. I (SOIL CLASSIFICATION SW, SP, SM, SC, GM GC). GC LINTEL OR HEADER TO BEARING BELOW. THE OUTER STUD SHALL RUN IN OPENINGS BEFORE PLACING ORDERS FOR MATERIAL OR GLAZING. FIELD 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD. DO NOTSHALL VERIFY IN FIELD PRIOR TO SETTING FOOTING FORMS. ONE PIECE FROM SILL TO TOP PLATES. MEASURE AND CONTACT ARCHITECT IF ANY DISCREPANCY OCCURS. ALL SCALE DRAWINGS. WRITTEN DIMENSIONS CONFIRMED BY FIELD CONDITIONS WINDOW SIZES AND FINAL ORDERING MUST BE BASED UPON FINAL TAKE PRECEDENCE. IF DISCREPANCY ARISES BASED ON FIELD CONDITIONS J. ALL JOISTS SHALL BE CROSSBP.IDGED WITH SOLID BRIDGING AND/OR APPROVED PLANS AND FIELD MEASUREMENTS. CONSULT WITH ARCHITECT'S OFFICE BEFORE PROCEEDING WITH WORK OR B. ALL CONCRETE SHALL BE 4000 P.S.I. MINIMUM. 5/4" x 3" BRIDGING AS INDICATED AT MID-SPAN OR INTERVALS NOT TO ORDERING MATERIALS. EXCEED 6-0" O.C. AND SECURELY NAILED AT EACH END. BRIDGING E. ALL APPLICABLE EXTERIOR AND CONCEALED WOOD PARTS ARE TO BE C. FOOTING ELEVATIONS SHOWN ON FOUNDATION PLAN ARE BASED ON SHALL NOT BE NAILED UNTIL AFTER PARTITIONS ARE IN PLACE. PROVIDE PRIMER PAINTED (ALL SIDES) BEFORE INSTALLATION. AND CONSTITUTE THE BEST AVAILABLE INFORMATION. IT MAY BE SOLID BRIDGING BETWEEN J015T5 OVER GIRDERS AND PLATES OF 5. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE FILING OF ALL NECESSARY TO LOWER FOOTINGS DUE TO FIELD CONDITIONS IN BEARING PARTITIONS. METAL BRIDGING STRAPS MAY BE SUBSTITUTED F. PROVIDE SEALANT AT ALL WINDOW FRAMES, ETC. AT EXTERIOR AND APPLICABLE LIABILITY AND WORKMENS COMP. INSURANCES AND OTHER ORDER TO REACH ADEQUATE BEARING MATERIAL. FOOTINGS SHALL AND INSTALLED ACCORDINGLY. WHERE PRE-ENGINEERED JOISTS ARE PROVIDE ALL FLASHING AS REQUIRED. REQUIRED DOCUMENTS WITH ALL REGULATORY AGENCIES AS REQUIRED IN NOT BE CONSTRUCTED UNTIL SOIL, PREPARED FOR BEARING, HAS CONNECTION WITH THIS WORK. UTILIZED FOLLOW MANUFACTURERS REQUIREMENTS. BEEN REVIEWED AND APPROVED BY THE LOCAL AUTHORITY. G. PROVIDE SCREENS FOR ALL OPERABLE UNITS. G. THE GENERAL CONTRACTOR SHALL BE SOLELY RE5PON5113LE FOR PROVIDING K. THE CUTTING OF THE JOISTS 1f0 FACILITATE THE INSTALLATION OF PIPING ALL SITE AND SAFETY PROTECTION (FENCING, BARRIERS, ETC.) DURING 14. FRAMING: WILL ONLY BE PERMITTED WITH THE FOLLOWING LIMITATIONS WHERE H. CAULK AND INSULATE ALL GAPS AROUND FRAMES AT INTERIOR. CONSTRUCTION IN ACCORDANCE WITH ALL APPLICABLE CODES AND DIMENSIONAL LUMBER IS UTILIZED: ORDINANCES (OSHA, ETC.) TO PROVIDE FOR THE SAFETY OF THE PUBLIC AND A. THE ENTIRE WORK SHALL BE ACCURATELY FRAMED PLUMB, LEVEL AND i. ALL GLAZING I'-0" OR LESS A.F.F. OR AS OTHERWISE NOTED SHALL BE THE PROTECTION OF THE SITE AND BUILDING. TRUE, WELL SPIKED, BRACED AND ANCHORED TOGETHER TO FORM A INSULATED SAFETY GLASS. RIGID STRUCTURE AND TO INSURE EVEN SETTLEMENT AND SHRINKING I . THE TOP AND BOTTOM EDGES OF JOJ5T5 MAY BE NOTCHED NOT 7. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL THROUGHOUT. UNLESS NOTED OTHERWISE ON THE PLAN, ALL FRAMING TO EXCEED 2", EXCEPT THAT THE NOTCHING OF TOP OR BOTTOM DEMOLITION, EXCAVATION, CARTING, REFUSE AND THE LEGAL DISPOSAL OF MEMBERS TO BE I G" O.C. TYP. U.O.N. EDGE OF JOIST IN THE MIDDLE THIRD OF ITS SPAN WILL NOT BE SAME AS REQUIRED TO ALLOW FOR NEW CONSTRUCTION AND REMOVAL OF ALL PERMITTED, DEBRIS FROM THE SITE. B. ALL WOOD FRAMING SHALL BE CONSTRUCTED AND INSTALLED AS PER "NATIONAL DESIGN STANDARDS FOR WOOD CONSTRUCTION% LATEST 2. IF CUTTING OF A FLOOR JOIST MORE-THAN 2" IS FOUND 8. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OR THE EDITION. NECESSARY, A HEADER THE FULL DEPTH GF THE BEAM SHALL BE WORK OF THE GENERAL CONTRACTOR, OWNER OR ANY OTHER CUT IN TO SUPPORT THE END OF THE JOISTS. SUBCONTRACTORS NOR SHALL HE GUARANTEE THEIR PERFORMANCE. C. ALL STRUCTURAL WOOD FRAMING, UNLESS OTHERWISE NOTED, SHALL BE MINIMUM DOUG FIR NO. 2 OR BETTER WITH BASE DE51GN MINIMUM 3. WHERE PIPES MUST PA55 THROUGH JOISTS, HOLES SHALL BE Z Fb 900 PSI; Fv = 1 80 PSI; Fc (PERP) = G25 PSI; E = I ,000,000 PSI DRILLED TO RECEIVE THE PIPES. THE DIAMETER OF SUCH HOLES w 9. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY CHANGES TO THIS SHALL NOT BE MORE THAN 112" GREATER THAN THE OUTSIDE O PROJECT MADE BY OWNER, GENERAL CONTRACTOR OR ANY SUBCONTRACTOR H ' ' ' ' . OR MATERIAL SUPPLIER UNLESS PROPERLY AUTHORIZED, IN WRITING, BY THE D. ALL LUMBER SHALL BE PROPERLY SEASONED AND SHALL BE NEW DIAMETER OF THE PIPE. ALL DRILLING.OF HOLES SHOULD BE U ARCHITECT. R UNLESS OTHERWISE APPROVED BY THE ARCHITECT. ALL LUMBER SHALL THROUGH THE NEUTRAL AXIS OCENTERLINE OF BwEAM WHERE DESIGNED BY: WR BE FREE FROM KNOTS, SHAKES, ROT, FUNGUS, OR OTHER DEFECTS. POSSIBLE. \ DRAWN BY: WR 10. THE ARCHITECT SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, E. ALL NEW ROOF JOISTS, HEADERS AND TRIMMERS AND OTHER 4. WHERE PRE-ENGINEERED JOISTS ARE UTILIZED FOLLOW C) CHECKED BY: WR SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS HORIZONTAL WOOD MEMBERS SHALL BE SET WITH THE CROWN EDGE MANUFACTURERZ S REQUIREMENTS. DATE: 11.17.18 IN CONNECTION WITH THE WORK SINCE THESE ARE SOLELY THE GENERAL UPWARD. CONTRACTOR'S RESPONSIBILITY UNDER THE CONTRACT FOR CONSTRUCTION. L. ALL PLYWOOD SHEATHING SHALL BE EXTERIOR GRADE C-D EXTERIOR, [--. JOB NUMBER THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE GENERAL CONTRACTORS F. ALL WOOD BEAMS SHALL HAVE A MINIMUM BEARING OF 4". TYPE I EXPOSURE. APA STRUCTURAL (GRADE STAMPED) UNLESS 18102 SCHEDULES OR FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE OTHERWISE INDICATED. EXPOSED PLYWOOD SOFFITS SHALL BE A-C CONTRACT DOCUMENTS. THE ARCHITECT SHALL NOT HAVE CONTROL OVER OR G. DOUBLE ALL FRAMING AROUND ALL OPENINGS AND BELOW ALL PARALLEL GRADE EXTERIOR, TYPE 1 . CHARGE OF ACTS OR OMISSIONS OF THE GENERAL CONTRACTOR, WALL PARTITIONS AND TUB AREAS. SHEET NUMBER SUBCONTRACTORS OR THEIR AGENTS OR EMPLOYEES, OR OF ANY OTHER PERSONS PERFORMING PORTIONS OF THE WORK. A,-a 2 WILFREDO RIVERA, ARCHITECT 2018