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HomeMy WebLinkAbout31493-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold. N.Y. CERTIFICATE OF OCCUPANCY No: Z-32280 Date: 04/05/07 THIS CERTIFIES that the building ADDITION & ALTERATION Location of Property: 875 CROWN LAND LA CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 109 Block 2 Lot 12.5 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 23, 2005 pursuant to which Building Permit No. 31493-Z dated OCTOBER 4, 2005 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 ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to THOMAS & SUSAN SCALIA (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO_ 105359C 01/26/06 PLUMBERS CERTIFICATION DATED N/A Au orizo Signature Rev. 1/81 F 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 a 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 $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $25.00 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. 63l /I) tr New Construction: Location of Property: House No. Owner or Owners of Property: Old or Pre-existing Building: / f (check one) C % e W'k L4N J . C" -r Street Suffolk County Tax Map No 1000, Section 10111 Block Lot Subdivision / Filed Map. Lot: ` Permit No. 3 1 LI g-? Date of Permit. 10 1 q j J J Applicant: yIL� &4 I,y Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ ) 3 . a u Ql� -� 231 Co�3��go Underwriters Approval: Final Certificate: Al (check one) �J Applicant Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31493 Z Permission is hereby granted to: T & S SCALIA 875 CROWN LAND LA CUTCHOGUE,NY 11935 for : Date OCTOBER 4, 2005 ALTERATION & ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 875 CROWN LAND LA CUTCHOGUE County Tax Map No. 473889 Section 109 Block 0002 Lot No. 012.005 pursuant to application dated SEPTEMBER 23, 2005 and approved by the Building Inspector to expire on APRIL 4, 2007. Fee $ :SQW Authorized Signature ORIGINAL Rev. 5/8/02 1 Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application 1/26/2006 375 Dunton Avenue 105359C East Patchogue, New York 11772 (631) 286-6642 Issued To: T & S Scallia Street: 875 Crownland Lane Village: Cutchogue Zip: 11935 Town: Southold Section: 109 Block:2 Lot: 12.5 Contractor: D. L. T. Electric (L) Lic. # 4966-E Was examined and found to be in compliance with the National Electrical Code. ❑ Commercial ❑ NV Defects ❑ Pool X 1st Floor [] Indoor X Basement ❑ Hot Tub © Residential ❑ Det. Garage X] Attic X❑ 2nd Floor I] Outdoor ❑X Addition ❑ Survey Switches Receptacles Fixtures GFI Heaters A/C Fans 9 22 11 1 1 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves Furnace Oil Gas Circulators Meter Amps Phase UG/OH Jacuzzi Bldg. Permit: Jmer cquipmenc 1- 40 Amp A/C Disconnect Smoke Detector 4 Television Hugo S. &urdi President Bell Transformer CO Detector Rough Inspection: 12/22/2005 Inspector: John McMahon III Final Inspection: 01125/2006 Inspector: John McMahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. BY'T I '' THIS CERTIFICATE OF COMPLIANCE HE I� NEW .YORK BOARD OF. FIRE ,UNDERWRITERS ,I BUREAU OF ELECTRICITY � ` ,.40 FULTON .STREET. - NEW YORK, NY, 10038 CERTIFIES THAT Upon the'appllcatlonOf upon premises owned, by THOMAS SCALIA " THOMAS SCALIA 11 875 CROWN LAND LANE 875 CROWN, LAND LANE CUTCHOGUE', NY 11935 " CUTCHOGUE, NY 11935 Located at 875 CROWN LAND LANE,CUTCH000E, NY 11935 Application Number:' -3026665,CertificatelNumber: 30'26665'' Section:" Block "- Lot: - Building Permit:" BDCf ns11 -i Described as a' ii occupancy, wherein the premises electrical system consisting of electrical devices and wiring described Below, located in/on the premises at:i •'- .Basement, finnish basement, A visual'ihspection 6fithe premises electrical system limited to electrical devices and wiring to the extent detailed herein, :was conducted in )accordance. with ..the requirements: -of- the ;,applicable code ,;and/or stantlard promulgated by the 'State df New York, -Department ofState Code Enforcement and.Administration, or either authority havmg jurisdiction,;and found.;tobe in therewith on th'e, 26th Day of March, 2007:' • Name .. -.I �,,� - � ,Rate Ratine., ,Circuit -, ,Tvte ;; Miscellaneous as built 2003 Alarm and Emergency Equipment Sensor L_ 0 k Carbon Monoxide Sensor 1 0 Smoke „ Wiring and Devices 1.ii Outlet) u- 10.01` Fixture_, Fi9.r ''0,— — - xture 4 V Incandescent Fixture I, 110 Flourescent Outlet 16 , 0'. General Purpose, II - I li Receptacle " 16 0 General Purpose Switch 2 0 General Purpose ,. Dimmers ;, 2 An as built inspection, of the delineated electrical installation, determined that an: obvious hazard is not present and the installation is believed to be in comformance with the applicable reference' standard for the estimated peiiod of construction of the premises wiring system. Seal This certificate may not be altered in,, 6'y way acid is validated only by. the,presence of a raised seal at the location indicated '> IIII ,I - IP ,_" —---------- --- •, 1 JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 Date: February 2, 2006 To: Town of Southold Re: Framing Inspection Tom Scalia 875 Crownland La. Cutchogue, NY 11935 Permit# 314932 To Whom It May Concern: A Framing Inspection was performed on the above mentioned structure, and all framing was done as per plan, and also meets all state and local building codes. Any questions please feel free to call. `J P.E. JAMES,►. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 To: Town of Southold Re: Strapping Inspection Tom Scalia 87.5 Crownland L.a. Cutchouge, NY 11935 Permit#31493 TO Whom It May Concern: 'rbis letter certifies that all wind strapping on the above mentioned project is in tact, and meets all state and local building codes. Any questions please leel tree to call. P.E. 14 JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631)298-7116 To: Town of Southold Building Dept, Re: Insulation Inspection Tom Scalia(lr, 875 Crownland La. 2� !'°' c., Cutchouge, NY 11935 ��® � � Permit#31493 An To Whom It May Concern: After an Insulation inspection was preformed on the above property, it is deemed that all Insulation was installed correctly, and meets all building codes. Any other questions please call. P� Sincerely James'J. Deerkoski i i I ., 1.. 'Ot_-®r)�! �o�aOF SOUTyp6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROU H PLBG. [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING/ STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION DATE 101 INSPECTOR 31VV3 -27 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSUL ON [ ] FRAMING/ STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION 31'�i 3,0Z TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [F /STRAPPING [ ] FINAL [ t] EPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS! /f - /S'-- os ' DATE INSPECTOR 31 L�� 3 7 -- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION ,[FOUNDATION IST [ [ ] FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ [ ] FIREPLACE A CHIMNEY [ REMARKS: 46 - ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION DATE ( �7 _ ® - INSPECTOR v FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (IST) ------------------------------------ i D ' i V hro7 ae � y FOUNDATION (2ND) ROUGH FRAMING & PLUMBING z O C� U y I y � INSULATION PER N. Y. STATE ENERGY CODE �- < s— x r y FINAL (� t ,eA Ail, W ADDITIONAL COMMENTS (� r �0 a'�C —� m 1 ro G �] O z x �x d ro y TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined _ 713d , 20 OJ ' Approved , 20 05 Disapproved a/c ` BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans_ Planning Board approval Survey PERMIT NO. 5 IQ 2 Check y7„2 Septic Form N.Y.S.D.E.C. Expiration, 20 07 28 , 9 WELD Contact: Mail Phone: Sol S d 'Building Inspector APPLICATION FOR BUILDING PERMIT INSTRUCTIONS 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 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 Aertificate 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. >� of applicant or name, if a corporation) A7� G�vwn zawi GnitiF em 4� (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises PK4fy 4 a � N, I Su fa ti (As on the fax 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 N 1. Location of land on which proposed work will be done: 1?7i- Cynimn 1,nkea LnIAe elnof9v 2 House Number Street Hamlet County Tax Map No. 1000 Section /dq Block Lot 12 Subdivision Filed Map No. Lot (Name) 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. Nature of work (check which applicable): New Building Addition ✓ Alteration Repair Removal Demolition Other Work 4. Estimated Cost_ 2 C2 n 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 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 5// Rear_ Depth 3 Height Number of Stories 2 - Dimensions Dimensions of same structure with alterations or additions: Front S-3-- Rear Depth 447 Height Number of Stories v Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Zit�Rear, z Depth 20 u 10. Date of Purchase /l"9 9 Name of Former Owner �,g1, n,n. 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ✓ 1% 13. Will lot be re -graded? YES_ NO ✓Will excess fill be removed from premises? YES ✓ NO 14. Names of Owner of premises 6-C-4,4.- Address X71 -e „n— x....11,_ Phone No. 7 5,y - s'a j-1) Name of Architect r a,rit+ S+ aAddress SI-- 9.- Phone No 71, r - S't(S-r 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 lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY O l; 7';4'"a r C&being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the -.2 r (Contractor, Agent, Corporate 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 ttp before me this, Y— day of 20005 Not ublic MELANIE DOROSKI NOTARY PUBLIC, 01 D04634State 870 NewYork Qualified in SuffolkCounty �� Commission Expires September30(D/ - Signature of Applicant NOW OR FORMERLY KALOSKI VACANT 8-31-2005 UPDATE SURVEY. SHOW PROP. ADDITION 8 5' PROP. PORCH. 11 - 18-1998 FINAL SURVEY NOTE: CESSPOOL, SEPTIC TANK AND WELI, 8-17-1998 FOUNDATION LOCATION LOCATIONS BY OTHERS. 7 r' cj' RE-YISEL) Dwra_1_ s. Lm%m (OR � MenalUNi; "OWN MIIION FROM70 rNi PR" TNF /p AOR A GPECMCROPEWR OR AND M AND TNERMRE 'm mm 0116D® X Gm.. THE RLCNON OF FINCIS; RETAINING WACLE, °OOA4 RATIOS FLAMING :142, AODSNON ro bYiL7NGS atANTUIeImwsIYRTDFE immalomm 'CODA +® TM IISEEM OSA 401111"tsm � so =11111 I GUARANTEED ONLY TO nLA, RLw a to T Pfil"m SHAD RW (INE 4CT 1T6 FFtlid FOR 'A11 AN O SIEE A FlT TART. AND ON NLS BEIWf T6 THE 7111E Y AND OEN&II4kW TUT AGENCY 4N6 IM, 4 M7Tt THE A LISTED NFRWN. AND 1[ THE ASSIGIR1. OF THEAN LENDING NOTE TRANSFE GUARANTEES ARE NOT TUT1 IAO! 70 MSIMA10 OwNi AlTIONS W WlIIWIM O1M®! cm OF 118 now SAW N04 O AR" IN IND SURVFfOWS OM 6M OR %MWWM NW INN! NOT OR 024080 T% TF i bPPn,nl lc nnCV r I I 92 HAROLD F. TRANCHON JR. N.Y. LIC. NO. PENN. LIC. NO.. 211 2111515-E JOB NO. 98-203 FILE NO. CROWN LAND LANE SURVEYED FOR LOT NO. 5 MAP OF CROWN LAND LANE SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD- SUFFOLK COUNTY N.Y. SCALE 1" = 50' DATE 4- 27- 1998 FILED MAP NO. 6289 DATE 8- 27- 1975 TAX MAP NO. 1000- 109 - 2 - 12.5 (REF. ONLY) DISK 183 HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR P.O. BOX 616 1866 WADING RIVER -MANOR RD. WADING RIVER, NEW YORK, 11792 631-929-4695 LOT AREA 40005 SQ. FT. 98-445 98-620 05-382 CROWN LAND LANE 8.47026'10'E. 173.96 L=44-04 R 623.34 $ i n 2000p O i) ° o` N eeFs�'F x J,j 01 well O I � a$/ Id M1`V/ylfFtrF o 70.0• 21.4' Z GAR 11.4' ♦ 2.0'01. ^ 20y h. m b 11 Prop. addition d Fr. Shed^I dnR N .4T� prop, ew4M1d porch P Z C x. 8' x 12' a Q/N w I �_ 0 14A to - n �3 °P addition 7 W y a 72.4' 2Y � i.89' -2.2W. to prop. d°ok W Z LLL � v v ~ Qv 2 u W OTo o'p d. O V z4 6m b: 3 I0 m° ° m° � m N l Icr1 O Z � NOW OR FORMERLY KALOSKI VACANT 8-31-2005 UPDATE SURVEY. SHOW PROP. ADDITION 8 5' PROP. PORCH. 11 - 18-1998 FINAL SURVEY NOTE: CESSPOOL, SEPTIC TANK AND WELI, 8-17-1998 FOUNDATION LOCATION LOCATIONS BY OTHERS. 7 r' cj' RE-YISEL) Dwra_1_ s. Lm%m (OR � MenalUNi; "OWN MIIION FROM70 rNi PR" TNF /p AOR A GPECMCROPEWR OR AND M AND TNERMRE 'm mm 0116D® X Gm.. THE RLCNON OF FINCIS; RETAINING WACLE, °OOA4 RATIOS FLAMING :142, AODSNON ro bYiL7NGS atANTUIeImwsIYRTDFE immalomm 'CODA +® TM IISEEM OSA 401111"tsm � so =11111 I GUARANTEED ONLY TO nLA, RLw a to T Pfil"m SHAD RW (INE 4CT 1T6 FFtlid FOR 'A11 AN O SIEE A FlT TART. AND ON NLS BEIWf T6 THE 7111E Y AND OEN&II4kW TUT AGENCY 4N6 IM, 4 M7Tt THE A LISTED NFRWN. AND 1[ THE ASSIGIR1. OF THEAN LENDING NOTE TRANSFE GUARANTEES ARE NOT TUT1 IAO! 70 MSIMA10 OwNi AlTIONS W WlIIWIM O1M®! cm OF 118 now SAW N04 O AR" IN IND SURVFfOWS OM 6M OR %MWWM NW INN! NOT OR 024080 T% TF i bPPn,nl lc nnCV r I I 92 HAROLD F. TRANCHON JR. N.Y. LIC. NO. PENN. LIC. NO.. 211 2111515-E JOB NO. 98-203 FILE NO. CROWN LAND LANE SURVEYED FOR LOT NO. 5 MAP OF CROWN LAND LANE SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD- SUFFOLK COUNTY N.Y. SCALE 1" = 50' DATE 4- 27- 1998 FILED MAP NO. 6289 DATE 8- 27- 1975 TAX MAP NO. 1000- 109 - 2 - 12.5 (REF. ONLY) DISK 183 HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR P.O. BOX 616 1866 WADING RIVER -MANOR RD. WADING RIVER, NEW YORK, 11792 631-929-4695 ' —X 15'x' 1 h-14 U N -F1 N 1-S id -C -6 E./LE P4 -r • GErcc-us life �nYi gyp= 3 •, 3-/3/d7 Exrc.. 3YC e.. � 1=,X1�T1N4 0 A R- �h h1��V Gr 11 h,�P' F Z/L 11� TJ 6E I Al JP 0 • NOTE: ENTIRE PERIMETER OF FOUNDATION TO HAVE CONTINUOUS MEMBRANE WATERPROOFING SYSYEM NISTALL911 AS MANUFACTURED BY "GRACE", "CARUSLE" OR APPROVED EQUAL. A A -I 14�-G•� 9,-Z•, - z• -b NOTE: PROVIDE AND INSTALL "ICE 8 WATER SHIELD" AS MANUFACTURED BY GRACE OR ¢ _ "STORM GUARD" AT ALL RAKE EDGES, EAVES, VALLEYS, HIPS, AND CHANGES IN ROOF PITCH. dGpo F IVIG Tv //.z>rTG H X l4 Y 11-4 4• i t• -t �U1r-LG l. -Cr //\w_ -TE-, i/Z"GDX'Pl-Y \vmv S� SL1 tGAYH I H 4 y G -e 3 ¢✓too � IG" %4 „�� NOTE: EVERY ROOF FRAMING MEMBER MUST HAVE AHIGH WIND RESISTANT MECHANICAL v�~� CONNECTION MADE TO THE SUPPORTING TOP PLATE OR GIRDER AS PER CODE. / CONNECTORS MUST BE GALVANIZED OR STAINLESS STEEL AS MANUFACTURED BY "SIMPSON STRONG TIE" SIZED AND INBTALLED IN ACCORDANCE WITH MANUFACTURERS i SPECIFICATIONS. I 2x10- _ I'd ,,2x4 � b%✓ tlrXQ- 3TV- GIb"% .V �'WIIVd- I/2`GPX PLY Lv.p 2n4 G.T. 4l+'"% GrL /. a 4: Tl; rc-P -1-0 _1 1-1,-C. F -4- ISO %ST Np TG 14aP-ro AGG E -PT G144- Ri L�X15TI HG dH 14 "IV GeT:-!G. t' -ILL 4`P ( y-3' 10_f-{r7TLlrb¢r 7'-B' 13 E. Lo\Y T G � 9' 3•9FiGK- GeICA46.YYP e IZ LOG• 'V I i �I-^' I I v.o. - ?. 6;K 4. e- AGee TObr wo -T-Lk E, ; YF FOUI-A_r k_j 101-,A - ` �y „ �I TJ AGGE-pT G�1 ¢vl�rz \YAl-.L SGT .d,.T -AAI- L•E-\/A.T fen t. -j �Sll_T.,�H___-_ .t„ ,' EX T4.N tIO N. TYPIGgI_ tl-kAT 1F -If -3, FLJp� rip •B O x I I A b -T P�t.�Go- Tlor--Is .LC-i�T�TTriTFF-AFI-G HS_- -, q 'p �Q'v I I NP - �YITI-I ti�.aSYGe. FIN. FI... _ n Q - _�- �1 >O - Lr. IO _ =� h,G�aL�4 bIL f i��LIL -ir-t-llh I •p !Uri •� Ai `" I -0 I N r ZrL r -N P. Il'y 11s a"Y•G. FP -4, sc\L_L_ ^ ie � I 1, 'iOd Too• -.>G. 1fYP. IN _ - nil ,. '2'/s .. Il%.e YA4.AL•1.-,t�/A 41L�r'- .f I->� x r-� L Qi I 1 3`x IL"Pli=s= 1-lE\Y-pTl•-I \Y/a l_1_ i AH GHoIz�o -rp �K TG. p - I-oG/rTIO Nh TYT? e -15to LVG•e•-TIdNS A, FiJLL H'L t I ALc-E-bs oPG. ,tiT 3 I I 9PL h -L 11-A 4 _ I ,• L_ £-•X\�T{N Ger Nj • N B S I' 0 //. ft ' �Iz�srn- cellt�lY. Uot i t tz"Jsc- Tpa Tv : h", 1Y..M is..M \VO C1G•I.t-4 G. IH - P Y71Y t :9 t, -•T or �Et_:'1's"- .- I I I 2�G •yam _ GTL. G.A-G� /S fF L7M 17 G1Z-Z'rKOJI-IP > 4"-L� 7:0 4_6' _(,1,.1sI:G.TY',IG„- •64eP'vt r'Fio-.• - '�`�-�o aP IJ E.\Y Iv.O. LJG.1T� Ol L T- --- _ � R PI1 r'%- r- ILt_ i=AI5T1„ G tismGGt4 I.SOiFi: � Ta T v f- H iG-\Y-r-,p V -,4--H Yo �LIG64 \PITH '1'9P .OF I EXI�YI,---14 P'�PI--aY Tr -s"4 TIZY Y�'f✓!. G -H N TE: ALL POSTS SHOWN ON THE DRAWINGS MUST BE SUPPORTED WITH SOLID BEARING BELOW WHICH IS CONTIOUOUS DOWN TO FOUNDATION WALL, PIER OR STEEL COLUMN IN A L - - - - - BASEMENT AND/OR CRAWL SPACE AREAS. '-- A-1 FOUNDATION NOTES 1. All footings shall bear upon undisturbed soil having an assumed bearing capacity of 4,000 p.s.f. Bearing capacity of soil is to be verified by the contractor prior to placement of footings. 2. The Contractor Is to verity all field Conditions prior to beginning of construction and Is to report any and all discrepancies to the Architect Immediately. 3. All construction must comply with all national, stateand local codes, latest editions. 4. All concrete construction must conform to the American Concrete Institute's "BUILDING CODE REOUIREMENTS FOR REINFORCED CONCRETE" ACI - 318, latest edition. S. All masonry work shall Conform with "NATIONAL CONCRETE MASONRY ASSOCIATION STANDARDS" latest edition. G. The ultimate compressive strength of concrete at 28 days will be: Foundation a Footings - 3,000 "A Floors a Slabs - 2,800 P.M.I. 7. All concrete slabs will have expansion and control Joints as required. a. All foundation walls must have Yr" diameter by 10" long (minimum) galvanized anchor bolts for P.C. foundations or 18" long (minimum) galvanized anchor bolts for C.M.U.loundations with 3" x 3" x %" washers and properly sized nuts spaced no greater than 8'- 0" on center with a minimum penetration of 7" Into concrete or 15" Into C.M.U. Anchor bolts to be placed 4" In from face of foundation wall, 12" max, from corners and 6"min.-12" max. from ends or splices of plates. 9. All post footings must have proper post anchors "Z -MAX" coated and imbedded 10" (minimum) Into concrete footing 1 , ENERGY CONSERWATION NOTES; r _ 1. This addition has been designed for and meets all dhe requirements of Chapter 11 of the New York State Residential Code and Chapter 5 of the New Ycork State Energy Conservation ConstructlorLCods. % of Glass - Sroa of class in an, ft = 196 = 14,6 % glass Area of sidawall In sq. n. 1,343 2. All doors with glazing and windows, to have Insulated glass, thermal break, weather-stripping and be flashod as required with a maximum "U" value 01 .410 (minimum "111" value of 2.6) and a maximum innnration rate of.30 Cho per square foot. - .. _ 3. HVAC equipment must conform to Section Nl103 off the New York State Residential Code and/or section 503 of the New York State Energy Conservattion Construction Code, 4. The domestic water hooter must conform to Section 437104 of the New York State Residential Code and/or section 504 of the New York State Energy Comservatlon Construction Code. NOTE: Contractor to provide and install %" diameter by 10" long (minimum) galvanized anchor bolts for P.C. foundations or 18" Ion minimumgalvanized 9 (minimum) anlchor bolts for C.M.U. foundations with 1" x 3" z 1/41' washers and properly sized nuts spaced no greater thlan 61- 0" on center with a minimum penetration of 7" into concrete or 15" into C.M.U. Anchor bolts to be pllaced 4" in from face of foundation wall, 12" max. from comers and 6"min - 12" max. from ends or splines of plates. 18!"GcivA•rz- Q¢T�-'6,A 71NG G""f/'�v CAR 60 4rc-I.E.L T�7'-YSY Q\YN E.e� spN IS+It' fLLT i/Z" LS?X TLY \Yt7. - 'rutuAYH.11ylGy, \Y/ ta-- Z I K.r pp_ -}•T \ H 6 V L .0. -TI O rpt 1 'FLA+,-.1-11rJG' `iO�GH -�dGpF l4-,%- t^- of , SOFFIT 1/A B.•H •iS1oNS L.G\.tT'L� Y� lAA.TG-N '�.._XISYIM6 PoeGH - TYPIGh`L. 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Zv ap F,J• Ie"Ys- \u1 tiw.e Z1 �'� Ic.F: 97/>rTT 1N^�-Ut., -T•1•� �1: 4•er G. 6L-I�r v/� - �'^=-� TY C IGH` • G -T" I r,-2 f` res- K:4c'.____.. __-- O_ NEW INTERCONNECTED FIRE DETECTION DEVICE WITH AUDIBLE ALARM INSTALLED AS PER CODE LEGEND ED AR F A. EXISTING WORK ETT g1 _ _ Q�R� TO BE REMOVED EXISTING WORK TO REMAIN NEW W sr 015244 BE INSTALLEDALLED - arf ar NO A- A &d-y,_S40 FFIT F -Yb lei I. a TR✓!. 1.0 E+ Sy eC/ 1i..YJa. 1 41y TO A^- 10 /L w Ce -d L"LG NL TI NG. Y Y r - IF I T e1 -.P w G vz..44 t- PP I I-.lGi 1 v -t 'P's'> �C H Ttiz+D F' F 11-4. PP Z4l-A' gyp-T'L ,, /ATL 41 / LX 1'STf "er d" twee.. 1 YDP 41 "4F W 71lr2 G H T9 �JS^'LIl+1•-4 \V IT ii G -A 15'T INf.,r F�OI-+'r-(^ot2-G H T•4 PeGA.t_ W l e-4', G, =-,-, , E. d'•'P, e- FP TI -L ��l ti-I�I. JH S""\l t,• Pe G. FaeGTfni G' \�//GeoNT. /A fc•/!\.t6 Q.•LNE \Y /._T E-YZ•_TQxyp G'II•-i c.� SYit'1T tom. I/\.> ( A-G!R i�d>T "3 FST OH i�A`3T11-Aq JLT�k l.s.L."�J:'• A.T L..L2 Ge�T1of".1g w CERTIFICATION OF APPROVED AS NOTED NAILING & CONNECTIONS DATE: D PLUMBER CERTIFICATION REQUIRED. LB.P.II 3,3, ON LEAD CONTENT BEFORE FEE: a/S-DBYI CERTIFICA TE OF OCCUPANCY NOTIFY BUILDING DEPARTMENT AT SOLDER USED IN WATER CONSTRUCTION SHALL FO765-1802WI a FM 7o a PM POR THE SUPPLYSYST.EMCANNO 5 EREOWIREMENTSOFTH6 FLOWING INSPECTIONS: EXCEE62110OF1%LEAD.' SOF NORKSTATE. FOR OUT ED CONCRETE ETEUIRED N FOR PO -FR CONCRETE 2. ROUGH - FRAMING a PLUMBING PLUMBING 3. INSULATION ALL PLUMBING WASTE 4. FINAL - CONSTRUCTION MUST 4 WATER LINES NEED - BE COMPLETE FOR CO. TESTING BEFORE COVERING ALL CONSTRUCTION 'SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW A•-G=-�1•- - YORK STATE. NOT RESPONSIBLE FOR : DESIGN OR CONSTRUCTION ERRORS. NrpT2%FYE.D .--F+ +Ge:ljT rCt-�..tiTt=P= Ti? h'G;4E_ YT G 1 IL-aG"•+.Fr ti?r.-- -S•, t L� �� s+ l tz tom' � 1z. .4. t P e. -Ti- P t -•A. L,:I __ F11.4- Ge�/y-per � �- 1� �' G,I�t-\/•' .. _. ' 1•_r'::•re l .�6,P,,4� Hj=UPANCY-OR USE IS UNLAWFUL / WITHOUT CERTIFICATE ' �: ," � _.-•:.-. ° 1 OF OCCUPANCY I I1( \ \ UNDERINRRERS CERTIF(dAft b TAIN STORM WATER RUNOFF REQUIRED PURSUANT TO SECTION'45-10C ' OF THE tOOWN CODE.. I' I, TITLE Y�,Yf-yaT /i-�.�ra G!•e�% ire �/(✓'• T Ie -/ TO 'T'i••1'��^aA-r F-Ly✓#--L'�'i GAPRETT A. STRi41VG LocATlox 6••7:5- d'iPvy'►J L�/sv - architect G U T G M a G U t8 ss . WT' -s-, eEV15Ea 1230 Tlravel.eSCALE Ab NJ•7,v aeAwlxe „_ �r Street Southold N.Y. 11971 'f oATe- IC•L i•z.aS 4•r6UL'.�1'v1L-�I!E.[MtY i, 631-765-5455 1R Zz:ar- ! © t "xwetT xv p4: 11ar 1 ar 0 NOTE: ALL POSTS SHOWN ON THE DRAWINGS MUST BE SUPPORTED WITH SOLID BEARING BELOW WHICH IS CONTIOUOUS DOWN TO FOUNDATION WALL, PIER OR STEEL COLUMN IN BASEMENT AND/OR CRAWL SPACE AREAS. l'� r� GJJ t71c� 7 �X l67 u O\�/1.{trg- \St -LTH 5'IAJI t^ \tel 11-at� A -14G k{ t; NOTE. I CONTRACTOR MUST CONFIRM WITH OWNER THE EXACT MANUFACTURER AND 012:90F ALL WINDOWS AND DOORS, PRIOR TO FRAMING ANY ROUGH OPENINGS. Ivy QPPIiIJIJ ______-1__. 1 >-I-!--IT i IV c.. NOTE: EVERY ROOF FRAMING MEMBER MUST HAVE A HIGH WIND RESISTANT MECHANICAL CONNECTION MADE TO THE SUPPORTING TOP PLATE OR GIRDER AS PER CODE. CONNECTORS MUST BE GALVANIZED OR STAINLESS STEEL AS MANUFACTURED BY "SIMPSON STRONG TIE" SIZED AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS, z-1 �1�� � v L/ SGP-L_,E 1/4" = 1'- .7„ 5ONEW INTERCONNECTED FIRE DETECTION DEVICE - WITH AUDIBLE ALARM INSTALLED AS PER CODE LEGEND AND EGRESS EXISTING WORK - TOBEREMOVED Location ------ Natural Light EXISTING WORK Egress TO REMAIN Ventilation NEW WORK TO Door _ BEINSTALLED V- b LIGHT, VENTILATION AND EGRESS SCHEDULE Location Area sq, IN. Natural Light Natural Egress Alteration a Addition Ventilation Window Door Family266 Room V- b 71Q�1q. ft. 'Tl.3% 42 sq. ft. 16.4% Subject to Damage From 16.11 sq. fL 32"x75" Office 115 31.44 27.3% 16.41 74.3% 6.46 sq. ft. 29"X22" 4SP&WIE�XpWoure Bedroom 1 1611 44.76 q,. .26.6% 25 sq. ft. 14.9% 5.70 sq. ft. 33"x.24" Hagama Bedroom It 165 3a.5 sq. ft. .23.5% 21.7 sq. ft. 13.1% 5.70 sq. ft. 33"x 2V1 Altered Bedroom ".155 15.46 sq. tt. 10.6% 9.26 sq. ft. r6.0% 4.20 sq.ft. 29"X20" A6 20 40 40 0 • e GENERAL NOTES - 11. Contractors work is to conform to all local ordinances and NYS Building and Energy Conservation Code, latest edition(a). 2. All Electrical, Plumbing and HVAC work shall be governed by all National, State and Local Codes, latest adhion(s). 3. Contractor to supply and install fire detection devices on all levels as per code and carbon monoxide detectors as per Suffolk County Sanitary Code "37904021". 4. All connections of water supply lines are to be made with 96/5 solder as approved by Suffolk County Department of Health Services with certificate of compliance provided upon completion, S. All showers and tubs to be equipped with "scald proof" finings. 6. Contractor(*) shall verify all field conditions and dimensions and will be responsible for same. Any discrepancies shall be reported to the Architect immediately. 7. Contractors) will cooperate with all other trades and will complete work in accordance With best standards and practices. a. All dimensions are nominal and take precedence over scale. All abbreviations are standard. 9. All items of work on the drawings are new, unless otherwise noted. 10. Proprietary names identifying items of work are used solely to prescribe standards of construction. Items of equal quality may be submitted to the Architect for consideration unless noted otherwise. 11. All wood frame construction shall conform to the American Forest $ Paper Association "WOOD FRAME CONSTRUCTION MANUAL" 1995 SBC - HIGH WIND, latest edition. 12. All high wind resistant structural metal connections shown on the drawings, or required by code from the root to the foundation are to be manufactured by "SIMPSON Strong -Te" and be "Z -Max" coated. Connectors which are near, on or below grade must be fabricated of type 316 stainless steel. 13. All wood framing members shall have an allowable extreme fiber stress equal to or greater than structural grade Douglas Fir: e Fb = 675 psi Fv - Illi psi E =1,60D.000 psi 14. All ACO treatedwood framing members shall have an allowable extreme fiber stress equal to or greater than structural grade Southern Yellow Pine: Fb a 675 pal Fv v 66 psi IS 1,490-000 psi 15. All "Microlam" and/or "Perallam" headers and girdom as well as "TAR joists and beams are to be designed and manufactured by TRUS JOIST. Installation must be in accordance with manufacturer's specifications. No aubstf inions will be allowed/ 16. Contractor(s) islare to follow all manufacturers' instructions, shop drawings, as wail as installation manuals when Installing any prefabricated hem(a). 17. Floor joists below all bearing and parallel partitions are to be doubled unless otherwise noted on the drawings. 10. Double all headers and/or trimmers around all floor and roof openings. Provide crossover venting In ratter bays adjacent to any skylight framing. 19. Provide solid blocking on all joist spans In excess of Y- 0", unless noted Otherwise on drawings.. 20. All headers and girders with a span in excess of five feet (5') are to bear on A minimum of 2- 20 or 2- 2x6 jack studs with double floor joists below, unless noted otherwise on drawings. 21. Provide 516" fire code gypsum board on calling of mechanical equipment areas of basement. 22. All firestopping shall be of an approved non-combustible material and installed in accordance with all applicable codes. 23. Wall insulation shall be 5-112" (R-21) Kraft -faced batts with vapor barrier facing warm:�side of building. Ceiling/Roof insulation shall be 0412" (R-30) or 10.1141' (R415) Kraft -faced balls as shown on the drawings with vapor barrier facing, warm side of building. Basement/crawl space ceiling insulation shall be 5-112" (R-21) Kraft -faced batis with vapor barrier racing warm side of building.. 24. Contractor to provide one layer of building paper between sub and finish Room or underlaymont, with 411 joints staggered and properly secured. 25, All windows and doors to be insulated "Low E" high performance impact resistant glass, with screens and operating hardware. ,coastal Upgrade and stainless steel hardware suitable for a - marine clime" Is to be used on all windows and doors. Contractor Is to confirm operation, style, finish, color and manufacturer with Owner prior to placing order. 26. Ali windows, and exterior doors to have aluminum or wood drip caps and flashing. 27. All door hardware, butts and doorstops to be solid brass. Entry, lock a latchsels are to be Schlaga "A" or "B" series, or apploved equal. Style and finish as directed by Owner. 26. All shelving and casework to be given an allowance with style and finish ae selected by Owner. 29. Contractor to provide prefabricated closet system or 16" x '/:" PTS plywood shelving with edge band and/or 1.316" diameter wood'poles at all closets. Layout as directed by Owner. 30. Contractor to provide and Install all Interior and exterior trims to match existing or as otherwise directed by the Architect or Owner. 31. Provide T-0" high min. railings as required by code and as shown on the drawings. 32. Contractor is to clean all door and window glass, as wall as leave all floors, walls and callings free of debris immediately prior to final completion. GENERAL PROJECT DATA Nature of the Work Building Use Occu ancy Clesaificmion Building Hal ht Fire Area Construction T pe Desl n Criteria Alteration a Addition Single Family Residence R - 3 27 Teat 600 aq. fL V- b AFaPA WCFM 1995 Subject to Damage From Winter Design Ice Shield Flood /sept a Floor Floor High Wind Edition GARRETT A. STRANG architect 1230 Traveler Street Southold N.Y. 11971 631-765-5455 TITEE 'rte Y/�/l��a`l /`���'F^'i"�YI L'/ M♦r�'�'% `A'L I A51� F 1GE LOCATION GLITLiHdGU E., tats\v scn�E�� e,IJi'F 'b nev,s Eo "NAw,xc NeNe 37 • Z2 -o5 155 u u. FJ IC. PFiR�K IT oATE e RAwMev 4 A 4 `- "•`Z PROJECT N9 � IZ-A!'t�zo, BUILDING PLANNING DESIGN CRITERIA Design Loads Dead Design Loads Law Ground nd Seismic Subject to Damage From Winter Design Ice Shield Flood /sept a Floor Floor Reof Al IC Floor Floor Snow Load 4SP&WIE�XpWoure Design Category Weathering Frost Line Termite .Desr 7em0. Underield Hagama z ref r :r z 1 Depth As 10 15 16 A6 20 40 40 D Severe 3, 0" 1 Moderate I Slkjht(Mu Required GARRETT A. STRANG architect 1230 Traveler Street Southold N.Y. 11971 631-765-5455 TITEE 'rte Y/�/l��a`l /`���'F^'i"�YI L'/ M♦r�'�'% `A'L I A51� F 1GE LOCATION GLITLiHdGU E., tats\v scn�E�� e,IJi'F 'b nev,s Eo "NAw,xc NeNe 37 • Z2 -o5 155 u u. FJ IC. PFiR�K IT oATE e RAwMev 4 A 4 `- "•`Z PROJECT N9 � IZ-A!'t�zo, NOTE: ALL POSTS SHOWN ON THE DRAWINGS MUST BE SUPPORTED WITH SOLID BEARING BELOW WHICH IS CONTIOUOUS DOWN TO FOUNDATION WALL, PIER OR STEEL COLUMN IN BASEMENT AND/OR CRAWL SPACE AREAS. NOTE: CONTRACTOR MUST CONFIRM WITH OWNER THE EXACT MANUFACTURER AND SIZE OF ALL WINDOWS AND DOORS, PRIOR TO FRAMING ANY ROUGH OPENINGS. O NOTE: - EVERY ROOF FRAMING MEMBER MUST HAVE A HIGH WIND RESISTANT MECHANICAL CONNECTION MADE TO THE SUPPORTING TOP PLATE OR GIRDER AS PER CODE. CONNECTORS MUST BE GALVANIZED OR STAINLESS STEEL AS MANUFACTURED BY "SIMPSON STRONG TIE" SIZED AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 9 n b.1 a x O N GaHTIL<-.G=UIF TO FY, 4lJPPLY .6� Iu6T'p,.r-A- 40 1'U VL Yd W.--1 aTAA_a,�. IN TN 15 P•TF E.e1."., G�rI FI R -/A SILO. >I� if1'FIE'•.LD W/d11YN42 1 I Z _1y E -X I hT 1 1--1 44 -Ir1f1T� e v,9a�n S�-r-L-r- 1/4 = 1 -o O _ NEW INTERCONNECTED FIRE DETECTION DEVICE 5 WITH AUDIBLE ALARM INSTALLED AS PER CODE DEVICE) ` l L a 03 D E-xl•Silf-14 '16-/�T I -+ 1'e -X 1'ST 11-.J Ge FINISH SCHEDULE ROOM FLOOR WALLS CEILING BASEMENTFLOOR req AH... -Ola Allowable for header BASEMENT Painted andlor clear sealed, as pet Owner. Painteld white. Unfinished FIRST FLOOR Distance Umldn ien'is ,6"SPA0ING a' WALL HEIGHT FAMILY ROOM Carpet and Pad as Selected by Owner on 318" PTS Plywood Underla menL ;" Gyp Board, Tape and Spackle 3 Coats, Paint 3 coats %" Gyp Board, Tape and Spackle 3 Coats, White Ceiling Paint 3 coals OFFICE Carpet and Pad as Selected by Owner on 318" PTS Plywood Underlayment. %" Gyp Board, Tape and Spackle 3 Coats, Paint 3 coats %" Gyp Board, Tape and Spackle 3 Coats, White Ceiling Paint 3 coats SECONDFLOOR 4/ ) 6%:T 635" BEDROOM I Carpel and Pad as Selected by Owner on 318" PTS Plywood Underlayment %" Gyp Board, Tape and Spackle 3 Coats, Paint 3 coats %" Gyp Board, Tape and Spackle 3 Coats, White Ceiling Paint 3 coats BEDROOM It Carpet and Pad as Selected by Owner on 3/8" PTS Plywood Underla ment. , '/" Gyp Board, Tape and Spackle 3 Coats, Paint 3 coats Y:" Gyp Board, Tape and Spackle 3 Coats, White Ceiling Paint 3 coats COMPUTER ROOM Carpet,and Pad as Selected by Owner on 3/8" PTS Plywood Underle menL Make repairs, and Finish as Required with 5 ackle 3 Coats, Paint 3 coats Make repairs, and Finish as Required with Spackle 3 Coats, Paint 3 coats ATTIC FLOOR STUD TO BOX _ AT h ATTIC Plywood Sub Floor, Unfinished Unfinished r CROSS SECTION, UPLIFT CONNECTIONS NOT TO SCALE Is CROSS SECTION END VIEW se _ � END VIEW LATERAL FRAMING CONNECTIONS NOT TO ISCALE STU% Bearing Plate J 1W ad ---- : I+I M'I' Double 2z minimum A Minimum Min End req AH... -Ola Allowable for header for STUYa .yn,."111* or We. Anchor Distance Distance —Threaded Rod -- CNw Coupler Nut Minimum edge distance - Mlot um end • dice Model Adhesive Anchor Od11111 Mlnirrlain Minimum Min End Min. Etloe AH... -Ola Allowable No. ! Type 0lamenr Olson. Embedment Anchor Distance Distance Umldn ien'is ,6"SPA0ING a' WALL HEIGHT Z -MAX COATED RAFTER TO TOP SIMPSON STRONG -TIE 4neth 16 GA METAL HURRICANE TIE PLATE TO STUD 1100) (199) SET h Y.' 4/ ) 6%:T 635" 4000 STRR1l2 SET r _ h_' _ i5' 6 _ _ It fill- 1W - 4000 AT h /u -1 1 4/ I ] 6%"6Y.•_ Z -MAX COATED STUD TO BOX _ AT h M.f LBV 6%'1Y• 2- ed 9000 I Dregn Imd Is based no the ball, of the allowable imslon lead bantl en loped alength, LSTA21 20 GA METAL STRAP TIE steel shentih of the mo 0, ceupler nut, or the bearing load Iron the top plate E 2X4 STUD Z- MAX COATED 2 Allowable bond strength loads have been Incrnaed 33113%for earthquake or wind H 10 16 GA -METAL TIE leaned with no further ncreaea allowed, reduce where Noe loads coven I JOIST TO BILL TOP PLATE OR GIRDER toe nal ec Z-MA%COATED - - 3 In, two p ...... ditmn. Income. anchor depth and prnbetlmed 4- SIMPSON STRONG -TIE MTS 16 14 GA METAL TWIST STRAPS 4 Coupler net to be A"7 er better 2 -ad I EACH END Z -MAX COATED 5 Tehelb.loads for slue; are based on tied. A30SAE1018 threaded red H BLOC LEDGER STRIP TO BEAM face nailed)3- BEARING PLATE, ROD i 0 The bTRH'h ryslen cp..el, of one bearing A.W. to. W % 12' all lenatl mQ SIMPSON STRONG -TIE STAIR112 COUPLER NUT, ALL Z -MAX 1-111 Che'-.' coupler nut will, .dorsa holes 'K threaded red brother. 3-1611 I PER JOIST ' COATED HIGH WIND ZONE CONNECTOR SCHEDULE LOCATION - MANUFACTURER/ MODEL 4 MATERIALIFINISH PRODUCT RAFTER TO fIMPSON STRONG -TIE LSTA21 20 GA METAL STRAP TIE RAFTER 0 RIDGE ,6"SPA0ING a' WALL HEIGHT Z -MAX COATED RAFTER TO TOP SIMPSON STRONG -TIE _H2 16 GA METAL HURRICANE TIE PLATE TO STUD CEILING JO ST LAPS OVER PARTITIONS - Z -MAX COATED ' RAFTER TO SIMPSON STRONG -TIE H 1D OR 18 GA METAL HURRICANE TIE TOP PLATE F H 10-2 Z -MAX COATED TOP PLATE TO SIMPSON STRONG -TIE H 0 TO GA METAL HURRICANE TIE STUD TOP PLATE TO TOP PLATE race naimmit _ Z -MAX COATED STUD TO BOX SIMPSON STRONG -TIE MSTA36 16 GA METAL STRAP TIE SEAM TO STUD 9TUD TO STUD face nailed 2- ed Z- MAX COATED TUD TO BOX SIMPSON STRONG -TIE LSTA21 20 GA METAL STRAP TIE BEAM AND PLATE E 2X4 STUD Z- MAX COATED RAFTER TO SIMPSON STRONG -TIE H 10 16 GA -METAL TIE LEDGER @ WALL I JOIST TO BILL TOP PLATE OR GIRDER toe nal ec Z-MA%COATED - - RAFTER TO TOP OF SIMPSON STRONG -TIE MTS 16 14 GA METAL TWIST STRAPS GIRDER 2 -ad I EACH END Z -MAX COATED ROOF GIRDER H BLOC LEDGER STRIP TO BEAM face nailed)3- BEARING PLATE, ROD i THRU COLUMN TO SIMPSON STRONG -TIE STAIR112 COUPLER NUT, ALL Z -MAX FOUNDATION 3-1611 I PER JOIST ' COATED DECK JOISTS TO SIMPSON STRONG -TIE MTS 12 16 GA METAL TWIST STRAPS DECK GIRDER Z -MAX COATED DECK GIRDER TO 4 EDGER" INFIELD INTERIOR ZONE- RAFTERS 16"e/c 2-6/a" DIA. GALV. MACHINE POST CEILING SHEATING BOLTS, NUTS S WASHERS DECKPOST TO SIMPSON STRONG -TIE PBS 44A 12 GA. BASE, 14 GA. STRAP, POST CONC. FOOTING I - BASE, STAINLESS STEEL NAILING SCHEDULE JOINT DESCRIPTION NUMBER OF NAILS '" NAIL SPACING ROOF FRAMING RAFTER TO TOP PLATE toe nalletl 16"SPACING,P WALLHEIGNT PEWRAFTER CEILING JOIST TO TOP PLA toe nalletl ,6"SPA0ING a' WALL HEIGHT 2 -ad PER JOIST CEWNG JOIST TO PARALLEL RAFTER Can e led 4.164 EACH LAP CEILING JO ST LAPS OVER PARTITIONS ace nailed) 4.164 EACH LAP COLLAR TIE TO RAFTER Iflehil ntlletl 4184 PER TIE EAC ND 16" o/c BL F EACH ENO RIM BOARD TO RAFTElailend nailed) 2-tatl EACH END WALL RAMING TOP PLATE TO TOP PLATE race naimmit Z- lad I PER FOOT TOP PLATE AT INTERSECTIONS face nailed)A. lid JOINTS' EACH BIDE 9TUD TO STUD face nailed 2- ed 24" o.c. HEADER TO HEADE Face nailed 11-1111d 18" o,c. ALONG BODES TOP OR BOTTOM PLATE TO STUD and nailed) 2- ted E 2X4 STUD 2.184 PER 2X6 8 D BOTTOM PLATE TO FLOOR JOISTS, BANDJOIST END JOIST OR BLOCKING face nalletl 2-16d PER FOOT " FLOOR FRAMING JOIST TO BILL TOP PLATE OR GIRDER toe nal ec 4 ad PER JOIST' BRIDGING TO JOIST tee nalletl x- as EACH END BLOCKING TO J013T 11011 nailed) 2 -ad I EACH END BLOCKING TO SILL OR TOP PLATE toe na led 3 -lid H BLOC LEDGER STRIP TO BEAM face nailed)3- t11tl EACH JOIST JOIST ON LEDGER TO B toe nailetl 3-50 PER JOIST BAND JOIST TO JOIST seri nalletl 3-1611 I PER JOIST ' BAND JOIST TO SILL OR TOP PLATE toe nalletl 2-16111 1 PER JOIST ROOF SHEATHING STRUCTURAL PANELS 4'PERIMETER EDGE ZONE -RAFTERS 1111"ofc ad 4 EDGER" INFIELD INTERIOR ZONE- RAFTERS 16"e/c I ad 1 4"91 EDGE112" W FIELD CEILING SHEATING GYPSUM WALLBOARD 1-1/2"SCREWS I ?"A EDGE/ta"INFIELD WALL.SHEATHING STRUCTURAL PANELS . I 4' PERIMETER EDGE ZONE -STUDS 16"olc ad 1 6" all EDGE/12" IN FIELD INTERIOR ZONE -STUDS 16"ofc I ad 1 6" 9 EDOFJ72" IN FI LD FLOOR SHEATHING STRUCTURAL PANELS V OR LESS I atl 6" OD EDGE112" IN FIELD �.iJ Flr-IG O� 6L{1N4 i_E?-<.Tc -•tom- !_ / _ _ 1 z1�4e- vis -+-r TY/'Ic/n` �/4�4Gr-JAZ. %iZ hiF rLt.�-JAT O'�� I L" G -E. PtaL. Z4i' Sli IN4t_E--/�I R'l L1 Ci `- oZ 4tr 4�L E.GY Ev �Y otv l✓ �+¢,_ PVZ G_K Pr IIP F,flIIn�., IJS/aNS /.\l TGl-L �XI5T1 N�4� N S s'G Pt-erny.TvST SGN WIi I..E—z,-" IJGW pF ¢GH //. hTGTi E-KT4. •- NOTE: PROVIDE AND INSTALL "ICE & WATER SHIELD" AS MANUFACTURED BY GRACE OR GAF' "STORM GUARD" AT ALL RAKE EDGE$, EAVES, VALLEYS, HIPS, AND CHANGES IN ROOF PITCH. 0 it .. SYM QTY TYPE R. 0. $IZE GLASS 1:11, "U" MFG. BY CATALOGN REMARKS L-6> NOTE: ALL JOINTS BETWEEN SIDING AND CORNERBOARDS OR WINDOW CASINGS ARE TO BE BACKCAULKED DURING INSTALLATION OF SIDING. //IP.Y�I-1 E.XI5 YIH4 /S tom» I T I J ry .45 b---L-i -E : 1/4" = I, - cV, 1's T 11-4 s M u I NOTE: CONTRACTOR MUST CONFIRM WITH OWNER THE EXACT MANUFACTURER AND SIZE OF ALL WINDOWS AND DOORS, PRIOR TO FRAMING ANY ROUGH OPENINGS. WINDOW SCHEDULE SYM QTY TYPE R. 0. $IZE GLASS VENT "U" MFG. BY CATALOGN REMARKS SO. FT. SQ. FT. VALUE 1 WIDTH HEIGHT I I NEW FIBNEX ANDERSEN WHITE FIBREX, LOW -E GLASS A 3 BASEMENTIUTILITY 2'-8 V-8 " 2.6 3.2, NIA 200 SERIES 2517 WINDQW NEW CLAD) DOUBLE ANDERSEN WHITE VINYL CLAD, LOW -E H.P. GLASS & GRILL TO MATCH B 2 HUNG WINDOW 51-81. 51-51 20.96 5.9/11.8 0.40 400 SERIES TW2052-2 EXISTING.' MARINEICOASTAL UPGRADE AND IMPACT RESISTANT GLASS COMPLIANT WITH NYS BUILDING CODE NEW Cl.AID DOUBLE 1 ANDERSEN WHITE VINYL CLAD, LOW -E H.P. GLASS S GRILL TO MATCH C Z HUNG WINDOW 2'- 10" 5' -51. 10.48 5.9 0.40 400 SERIES TW2652 EXISTING. MARINE/COASTAL UPGRADE AND IMPACT RESISTANT GLASS COMPLIANT WITH NYS BUILDING CORE NEW CLAID DOUBLE ANDERSEN WHITE VINYL CLAD, LOW -E H.P. GLASS & GRILL TO MATCH D 1 HUNG WINDOW 5'- 8" 4' - 1" 14.96 4.22/8.44 0.40 400 SERIES TW28310-2 EXISTING. MARINEICOASTAL UPGRADEIAND IMPACT RESISTANT GLASS COMPLIANT WITH NYS BUILDING CODE NEW CfLAID CASEMENT ANDERSEN WHITE VINYL CLADAOW-E H.P. GLASS W/CHECK RAIL & E 5 EGRESS I WINDOW 3' - 0" 4' - 9.50 9.00 0.39 400 SERIES CXW14 GRILL TO MATCH DbUSLE HUNG UNITS. MARINE/COASTAL WITH DIH CHECK RAIL UPGRADE & IMPACT GLASS COMPLIANT WITH NYS CODE NEW CLAID DOUBLE ANDERSEN WHITE VINYL CLAD, LOW -E H.P. GLASS & GRILL TO MATCH F 3 HUNG WIINDOW 2' -6" 4' - V 6.37 3.66 0.40 400 SERIES TW24310 EXISTING. MARINEICOASTAL UPGRADE AND IMPACT RESISTANT GLASS COMPLIANT WITH NYS BUILDING CODE NEW CLAW AWNING ANDERSEN w WHITE VINYL CLAD, LOW -E H.P. GLASB & GRILL TO MATCH G 2 WINDOW T-15" 2'-5" 3.90 1.0 0.39 400 SERIES AW251 EXISTING. MARINE/COASTAL UPGRADE AND IMPACT RESISTANT GLASS COMPLIANT WITH NYS BUILDING CODE NEW CLAID AWNING ANDERSEN WHITE VINYL CLAD, L W -E H.P. GLASS & GRILL TO MATCH H 1 WINDOW 4'. 10" 2' -5" 7.80 1.012.0 0.39 400 SERIES AW251-2 EXISTING, MARINEICOASTAL UPGRADE AND IMPACT RESISTANT GLASS COMPLIANT WITH NYS.SUILDING CODE NEW CLAID FIXED ANDERSEN WHITE VINYL CLAD, LOW -E H.P. GLASS & GRILL TO MATCH J 1 % CIRCLE TOP WINDOW T-2-- V-4-- 2.80 0.0 0.30 400 SERIES CTN30 EXISTING. MARINEICOASTAL UPGRADE AND IMPACT RESISTANT GLASS COMPLIANT WITH NYS BUILDING CODE NOTE: CONTRACTOR MUST CONFIRM WITH OWNER THE EXACT MANUFACTURER AND SIZE OF ALL WINDOWS AND DOORS, PRIOR TO FRAMING ANY ROUGH OPENINGS. i NOTE: PROVIDE AND INSTALL "ICE & WATER SHIELD" AS MANUFACTURED BY GRACE OR GAF "STORM GUARD" AT ALL RAKE EDGES, EAVES, VALLEYS, HIPS, AND CHANGES IN ROOF PITCH. IG GE -17 SI11NGl�f� �I �II-1G ✓' � ��� S C-l.GG7�P III '- 1:-Y .•' L�[' til G-IZ.. -TY Imo. Nom`- V-�- L�EiE.Y YO �L-E.VAT{O NS � IZ FOtt� /�P�{YIJfJ I�Ir �� A, % IT Lc- 1 1.14 � EGIG ��E� NOTE- ALL JOINTS BETWEEN SIDING AND CORNERBOARDS OR WINDOW CASINGS ARE TO BE BACKCAULKED DURING INSTALLATION OF SIDING AND FACECAULKED PRIOR TO PAINTING OR STAINING. H GLV �JO F- I h--1 Ge EL\- TIiN X t 5 T•1 1' I L�•�-- WITH NI4H vl/1N'P A.-LLI-1 otL- TYi'ICAL� �'A -V -T` N O 1z-1' 1-I - L, E, VAT 10 1�V I L TO r."..GH hk1�T TJ /tiA YGf--F E.X I�iTINI� ///�YGH �Xlsi'IHly NYE- T:�;= A.- 4- �G C— A Avl71 YIJN n_� NOTE-� A -I SG .- I_- E-- - 1 /4" = I ' - -.7 "" DOOR SCHEDULE SYM �F1�i�/i I -I I•-14 - TYPE SIZE a� 5 �z VENT "U" MFG. BY CATALOG R REMARKS IZ SQ. FT. VALUE Q� WIDTH HEIGHT THICK EXTERIOR Al T � M WHITE VINYLCLAD, LOW£ H.P. INSUL.GLASS, 714" 1 1 FRENCHWOOD, T-1" Y-J��Y �H4 � 1-314" •p� J �-F¢a/ TJf pF 16.72 0.35 - FWH31611A GRILL, SCREEN 6 HARDWARE COLOR PER OWNER. U'J HINGED �F svn P'�oH STeZ Vz GIh�T�D d 144 ��TY�. I-�c�v MARINEICQASTAL UPGRADE EXTERIOR IG GE -17 SI11NGl�f� �I �II-1G ✓' � ��� S C-l.GG7�P III '- 1:-Y .•' L�[' til G-IZ.. -TY Imo. Nom`- V-�- L�EiE.Y YO �L-E.VAT{O NS � IZ FOtt� /�P�{YIJfJ I�Ir �� A, % IT Lc- 1 1.14 � EGIG ��E� NOTE- ALL JOINTS BETWEEN SIDING AND CORNERBOARDS OR WINDOW CASINGS ARE TO BE BACKCAULKED DURING INSTALLATION OF SIDING AND FACECAULKED PRIOR TO PAINTING OR STAINING. H GLV �JO F- I h--1 Ge EL\- TIiN X t 5 T•1 1' I L�•�-- WITH NI4H vl/1N'P A.-LLI-1 otL- TYi'ICAL� �'A -V -T` N O 1z-1' 1-I - L, E, VAT 10 1�V I L TO r."..GH hk1�T TJ /tiA YGf--F E.X I�iTINI� ///�YGH �Xlsi'IHly NYE- T:�;= A.- 4- �G C— A Avl71 YIJN n_� NOTE-� A -I SG .- I_- E-- - 1 /4" = I ' - -.7 "" DOOR SCHEDULE SYM QTY TYPE SIZE GLASS VENT "U" MFG. BY CATALOG R REMARKS SQ. FT. SQ. FT. VALUE WIDTH HEIGHT THICK EXTERIOR WHITE VINYLCLAD, LOW£ H.P. INSUL.GLASS, 714" 1 1 FRENCHWOOD, T-1" 6'-11" 1-314" 11.45 16.72 0.35 ANDERSEN FWH31611A GRILL, SCREEN 6 HARDWARE COLOR PER OWNER. HINGED MARINEICQASTAL UPGRADE EXTERIOR WHITE VINYLCLAD, LOW£ H.P. INSUL. GLASS, 715" 2 1 FRENCHWOOD, 6'-0" e'-11" 1-314" 22.81 16.72 0.35 ANDERSEN FWH6061I PALR GRILL. SCREEN S HARDWARE COLOR PER OWNER. HINGED MARINEICOASTAL UPGRADE EXTERIOR WHITE VINYLCLAD, LOW£ H.P. INSUL• GLASS, 716" 3 r1 FRENCHWOOD, 3--l" 61- IV 1.714" 11.45 N/A 0.35 ANDERSEN FWH31611S GRILL. SCREEN S HARDWARE COLOR PER OWNER. STATIONARY MARINEICOASTAL UPORADE INTERIOR MATCH MATCH PREHUNG UNIT TO MATCH EXISTING, CLEAR FRAME. 4 2 PREHUNG 2'-6" 6' -8" 1418" NIA NIA NIA EXISTING EXISTING STYLE, MFG., HARDWARE AND FINISH CONFIRMED SWING WITH OWNER PRIOR TO ORDERING %MATCH INTERIOR PAIR MATCH MATCH PREHUNG UNIT EXISTING, CLEAR FRAME. 5 2 PREHUNG 4' - 0" W-11" 1416" NIA I NIA NIA EXISTING EXISTING STYLE, MFG., HARDWARE AND FINISH CONFIRMED SWING WITH OWNER PRIOR TO ORDERING INTERIOR PAIR MATCH MATCH PREHUNG UNIT TO MATCH EXISTING, CLEAR FRAME. 6 1 PREHUNG 3' - 0" 61-81, 1416" NIA NIA NIA EXISTING EXISTING STYLE, MFG., HARDWARE AND FINISH CONFIRMED SWING WITH OWNER PRIOR TO ORDERING INTERIOR MATCH MATCH 2'- 8" DOOR SLAB TO MATCH EXISTING, UNSORED, 7 1 SLAB 2'.8" 61-8.1 1416" NIA NIA NIA EXISTING EXISTING UNHUNG, FIELD INSTALLED WITH "JOHNSON" OR POCKET DOOR "GRANT" SERIETROLLEY HARDWARE ILAos INTERIOR PAIR MATCH MATCH 2 -2' i 0" DOOR TO MATCH EXISTING, UNHUNG, 8 1 SLABS 4'-0" 6'.8" 1416" NIA NIA NIA EXISTING EXISTING UNBORED, FIELD INSTALLED WITH "JOHNSON" OR POCKET DOOR "GRANT" SERIES TROLLEY HARDWARE INTERIOR PAIR MATCH MATCH 2 -1' =6" DOOR SLABS TO MATCH EXISTING, UNHUNG, 9 1 SLABS 3'.0" 6'.8" 1-318" NIA NIA NIA EXISTING EXISTING UNBORED, FIELD INSTALLED WITH "JOHNSON" OR BI -FOLD I I I I I "GRANT" SERIES TROLLEY HARDWARE NOTE: I ' CONTRACTOR MUST CONFIRM WITH OWNER THE EXACT MANUFACTURER AND SIZE OF ALL WINDOWS AND DOORS, PRIOR TO FRAMING ANY ROUGH OPENINGS.