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HomeMy WebLinkAbout45878-Z Falk �o�Osul y Town of Southold 6/28/2022 o P.O.Box 1179 o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43196 Date: 6/28/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 6015 Great Peconic Bay Blvd.,Laurel SCTM#: 473889 Sec/Block/Lot: 128.-1-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/16/2021 pursuant to which Building Permit No. 45878 dated 3/4/2021 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 and alterations, including deck and outdoor shower,to existing single-family dwelling as applied for. The certificate is issued to Mastropolo,Janet of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45878 2/3/2022 PLUMBERS CERTIFICATION DATED 2/11/2022 eph Tuo ey th ri ed Signature vo`pSUFfTOWN OF SOUTHOLD ot�°o �y BUILDING DEPARTMENT y TOWN CLERK'S OFFICE „oy • 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#: 45878 Date: 3/4/2021 Permission is hereby granted to: Mastropolo, Janet 205 Mineola Blvd Apt 4E Mineola, NY 11501 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 6015 Great Peconic Bay Blvd., Laurel SCTM #473889 Sec/Block/Lot# 128.-1-1 Pursuant to application dated 2/16/2021 and approved by the Building Inspector. To expire on 9/3/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $780.40 CO-ADDITION TO DWELLING $50.00 Total: $830.40 Building Inspector pf SO!/j,�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 ., aQ lean.deviina-town.southold.ny.us Southold,NY 11971-0959 Comm BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Janet Mastropolo Address: 6015 Great Peconic Bay Blvd city:Laurel st: IVY zip: 11948 Building Permit#: 45878 Section: 128 Block: 1 Lot: 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Eastmanor Electric License No: 3691 ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition IX Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 4$ Ceiling Fixtures 1$ Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt Wall Fixtures 7 Smoke Detectors 4 Main Panel A/C Condenser 2 Single Recpt 3 Recessed Fixtures 27 CO2 Detectors 1 Sub Panel 200A A/C Blower 2 Range Recpt Elec Ceiling Fan 3 Combo Smoke/CO 1 Transfer Switch 200A UC Lights p' Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 3$ 4'LED Exit Fixtures 11 Pump El Other Equipment: Fridge, Oven, DW, Hoode/ Micro, Post Lights (21), 200A Panel 54 Circuit/ 30 Used Notes: Whole House Renovation and Addition Inspector Signature: ti�. c Date: February 3, 2022 S. Devlin-Cert Electrical Compliance Form aF soon Town Hall Annexgd Telephone(631)765-1802 54375 Main Road °" `A Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 O' _ BUILDING DEPARTMENT TOWN OF SOUTHOLD MAY 18 2022J, , BUILDING DENT TOWN OF SOUTHOLD CERTIFICATI0N Date: _. �_2 1111-2-2— Building Permit No. _ Owner: (Please print) Plumber: To p y I LA Pn 1'rV� F3 V7Vj (Please print) I ; I certify that the solder used in the water supply system contains less than 2/10 of I% lead. , (Plumbers Signature Sworn to before me this 11 7'y 1 i day of lir✓ , 20 -�- Notary Public, _'County' JOHN P LICCIARDO I NOTARY PUBLIC-STATE OF NEW YORK I No. 011.16259018 Qualified in Suffolk County My Commission Expires April 02, 20NN OF Sol' �c'�5 * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST . . [ ] ROUGH PLBG. [ .] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ll�VELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: A DATE INSPECTORr Of SObTyp� L4 V Y l # # TOWN -OF SOUTHOLD BUILDING DEP ��ycourm 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. - [ ] FOUNDATION 2ND [ ] .INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [..; ]: FIRE SAFETY INSPECTION-- [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION = [ ] ELECTRICAL (ROUGH) 14 ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: O /- VA-LI C. 6C f ® ox s- DATE INSPECTOR SOF SOUIy ---- --- - ---- -- __ - 4o1 Olo # # TOWN OF SOUTHOLD BUILDING DEPT. couNr+��' 765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND = [ ] SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ f FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O r � REMARK 1 U work v DATEINSPECTOR . Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 6015 Peconic Bay Blvd,Laurel NY 11948 Test Date 1/25/2022 Building Permit#: 45878 �n f Compliance Pathway Performance Test Completed by : Christopher Silvia E C L � ,°! I SNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street MAY 113 202 �-`'�' ICC ID# Huntington,NY-11743 BUILDING DEF'r. BPI# 631-673-0664 TOWN OF SOUTHOLD Building Envelope Tightness Volume Calculation : Check if: Floor Area Volume Conditioned Basement Basement 1272 9364 ❑ Conditioned Crawl Space 1st 1641 13128 ❑� Sealed Attic nd 2 0 *The conditioned floor area of dwelling is calculated in 3rd 0 accordance with ANSI 2765,except that conditioned floor Attic 3988 area includes areas where the ceiling height is less than 5 Total Volume 26480 fte2.78 CFM @50 pa 1226 Air changes/hr@50 Code Compliance: Pass . Duct Tightness: Post Construction Test-Tota Duct Leakage System-1: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFM/100 ft2 CFA N/A Code Compliance: Exempt System-2: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFM/100 ft2 CFA N/A Code Compliance: Exempt System-3: Duct Location Floor Area Leakage CFM @ 25pa CFM/100 ft2 CFA Code Compliance: All building envelope tightiness testing has beeii'V6.ified using instruments and procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020 NewtYork•State°�'Upplement,section 402.4.1.2.The building duct and plenum system has been verified as required by the 2018 IECC as;amended by' 2026 New York State Supplement,Section 4033.4. Signature: %,. ,.�'"_ Date: 1/25/2022 Christopher,'&Ki'06ni�!jvnergy Solutions CHARLES M. THOMAS R.A., PLLC 206 LINCOLN STREET RIVERHEAD, NY 1 1 90 T (516)7112-3519 ODTH❑MAS63 @AOL.COM MAY 10, 2022 Building Department Town of Southold Re: Mastropolo Residence 6015 Peconic Bay Blvd.., Laurel ® 22 SCTM# 1000-128-1-1 MAS � � 20 BUILDING DEPT TOWN OF SOUTHOLD Dear Sir/Madam: This letter shall serve to certify that I was retained to inspect the above referenced property and review for the following; the foundation, damp proofing, framing, strapping, rough plumbing and insulation to determine compliance with my plans and specifications. I attest that the installation of the above referenced items conforms to my plans and specifications and the 2020 NYS Residential Code. Thank you for your attention to this matter. Please contact me with any questions you have. �ED,A�` Very tr y yo rs, ,� �� .•l�t,h: BBB ARLES OMAS; RSA., y 5� T6 d JUN ? 3 gngg ' BuILuuvG DEPT. TOWN OF SOMOLD is I1it t s. �101 r �za+. �►;. r t '�S �' 727 �`- r V, `.t 1 r K WIT N S A-7'K It �C t S L�Gti.Nl c- d�`7 �3pc'L�►R7�D ����- 17 v } R �1 �I7�� f iy �ti 5 f � i ...� r� �o a �- �-- ��r�w� ►-r `'I�� '�!�S (�U I� P�u�vt�- � �.f�Uc-F��, �►�-rft�- NavieN C l i t F' Ih `� FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) �H ------------------------------------- 'FOUNDATION (2ND) t� Cb 1 ROUGH FRAMING& t� PLUMBING H C INSULATION PER N.Y: H STATE ENERGY CODE h419 WV�A G� Ct c SINAL 1 - ' Aml C L l ups uW.• (. �S� GP,✓ ADDITIONAL CO . . NT VA b 1V r) A• 0 `) 3 �•L - rrl, . E� b ;-3 TOWN OF SOUTHOLD-BUILDING DEPARTMENT ` Town Hall Annex 54375 Main Road P. O. Box 11179/SouthoId i Fax (631) 765-95021���i,�/rw%.-.�'southoldtownny.gov F����.�• Telee-(631x,765_ 892_ _-- .-- -. . -- ._ _- ---_r-.., .. .. ..,southoldtownny.gov For Office Use Only Date Received PERMIT NO. Building Inspector: Applications and forms must be filled out in their entirety. Incomplete applications rl - FEB will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. APPLICATION FOR BUILDING PERMIT JDate: ,L[ OWNER(S)OF PROPERTY: Name: �4� �S'�r`j ref �j Tax Map#: SCTM#1000- Physical Address: �� ; 9e(017 Phone#:Sl1 - /S" 7,3YZ Mailing Address: ,a f' A ,� -,40re— CONTACTPERSON: Name: e �C r' Mailing Address: 0`7-7 Phone 7- Phone#: C2 2— ^ Ernafl-c�:1i* s 3 e L DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: �� th?tc S 7 � Phone#: t Email: r CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure �ddition ElAfteration ❑Repair [--]Demolition Estimated Cost of Project: ❑Other $ f a 5�yd c--- Will the lot be re-graded? ❑Yes;ANo Will excess fill be removed from premises? ❑Yes )lo PROPERTY INFORMATION Existing use of property:4,,�V Intended use of property: Date of Purchase: Name of Former Owner: 1 Zone or use district in which premises is situated: Are there any covenanVo restrictions with respect to this property? E]Yes IF YES, PROVIDE A COPY. [] Check Box After Reading: The owner/contractor/design professlonal Is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. 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,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 bullding(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210A5 of the New York State Penal Lew. Application Submitted By(print e): G' Authorized Agent Owner Signature of Applican . Date: 1 STATE OF NEW YORK) SS: COUNTY OF ) a being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract above named, (S)he is the Link Ag�c—6k (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/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this _ day of 20 DI - No "ic Erin Miifphy*A�42r,ro Notary Pu@lit; State of Navy Yof� county ofSta#i®lit PROPERTY OWNER AUTHORIZATION REG#01 MU600J0 Expires Apod 14,�d-13 (Where the applicant is not the owner) I ,P�/��S r 7��� residing at 6 U��1 NC'erJl1'6'e_�rm k kffe 1VV 11Y16—do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Sign a x Date Print Owner's Name . - .BUILDING DEPARTMENT-Electrical Inspector L TOWN OF SOUTHOLD SEP_ -"T 2021 Town Hall Annex- 54375 Main Road - PO Box 1179 ' Southold,.New York 11971-0959 Telephone (631) 765-1802- FAX (631) 765-9502 APPLICATION FOR ELECTRICAL INSPECTION - ELECTRICIAN INFORMATION (Ail inf6rmation Required) Date: 9/1/2021 Company Name: Eastmanor Electric Inca Name:4&met h4eelir�pal� e, C7` License No.: 3691 E email: eastmanorelectdc@yahoo.com Phone No: 631-774-7633 request an email copy of Certificate of Compliance Address.: 6015 Peconic Bay BLVD Laurel N.Y. JOB SITE INFORMATION (All Information Required) Name: Janet Mastropolo Address: 6015 Peconic Bay,BLVD Laurel N.Y. -- Cross-Street: Phone No.:631-774-7633 Bldg.Permit#:A&t8. email: eastmanorelectric@.yahoo.com Tax Map District: 1000 Section: Block: Lot: t BRIEF.DESCRIPTION OF WORK (Please Print Clearly) Full Renovation & addition Full Renovation & addition Full Renovation&addition Check All That Apply: Is job ready for inspection?: f EYES ONO ❑Rough In ❑Final Do you need a Temp Certificate?: YES ✓ NO 9/1/2021 Y ❑ ❑ Issued On Temp Information: (All information required) Service Size V]1 Ph 03 Ph Size: 200 A #Meters 1 Old Meter# ❑New Service ❑.Service:Reconnect �Underground ❑Overhead # Underground Laterals 01 2 QH Frame QPole Work done on Service? 01(. ❑N Additional Information: Existing Service Existing Service Existing Service PAYMENT DUE WITH APPLICATION ��lrrCi 1 Electrical Inspection Folin 2020.x1sx 6 PERMIT# d r ass: Switches / V. •1 Outlets G FI's ff r- Sconces'Surfac � I H H's j 1 UC Lts :.. HW Fans Fridge Exhaust. Z Oven G 9 D2� =W/D: Smokes � � - DW f Mini -Carbon :. .. Micro Generator; Combo _.. _.... Cooktop T ransfe . AC �:,( AH Hood �/1J G r� Service 2 r , Amps Have '' ' Used Special: �� s`7 . �P �7j it �`►' , Ly Comments: � t! Town of Southold D IS C Building Department 54375 Main Road MAY 18 2022 P.O. Box-1179 BUILDING DEPT Southold, NY 11971 TOWN OFSOUTH&D Permit# 45878 Location: 6015 Peconic Bay Boulevard, Mattituck, NY TOS Tax Map ID# 1000-128.-1-1 May 18, 2022 Dear Inspector John Jarski and the Town of Southold Building Department, Respectfully, I am requesting review, and the addition of the enclosed documents on behalf of the property and single family residence to the Job file,as we work to satisfy all needed items and required documents towards the signoff of the permit and the Job. The enclosed documents are: #1. (3) photographs of the fireproofed Sheetrock ceiling of the Basement new addition area to protect the floor beams above. #2. (1) photograph of the boiler's relief valve piping to the adjacent floor area and less than 6"to the floor. #3. (1) original copy of the licensed Plumber's solder certificate,signed and notarized. #4. (1) original copy of the successful Blower Door Test results,signed and sealed. Thank You for reviewing and for Your time and work on this submission request. Sincerely, Daniel Zic JNH Builders, Inc. (dba Hallock Builders) 126 Point Street P.O. Box 302 South Jamesport, NY 11970 mobile#(917)334-4111 email address: info@hallockbuilders.com 5URVEY OF PROPERTY" VTUATEa LAUREL near MATMUCK TOM-. 5OUTHOLD X& � Q019 j SURVEYED OGTOBER 201201-7 Ply oa e �� Q6P SUFFOLK GOUNTY TAX MAP z`e NUMBER 1000 - 128 - 1 - 1 v ® V, Da�e�bYl[�s4 Ilm "rill � lFn�leDi�r IY�n�Il�'ntle 1[�� �s�eIIwa�,I[alLac� ,.- �,,e�•. �w ; � '�� �(;> i�`4t�t 1+x.9Y� Sir Y r9 , C)�'� owe 9 9 90P mss• °oma �j�� ndf! oA O �ptT0ryp °oAy to 0 8 Ira ` maw VO ca ,yC,y To v Joe- F seams Yor0,S�1:M'catbn 9 ` \� \ tp1/��y �cniy ccples tram the ortguwi of tnc.survey ' �('�� � �� `l.T � marked nfth an arsyirul of tlrz bM sir�eymS ' YS \ \ F�W � tonpetl seal shall lre[onsweretl to lie valitl true °Xl � \\\���YYY444"' � � topic:,• vOS�O o NOTES: 0 0 l\ A e Cew�l�p nem e�`j, �Gj <' sing Lana of P actice Fa L 4 d snveys aWp etl wL ty the tbw York StalB Fnsacfalian of Profe�lanal Oi, � .�� y� Li°u�peenan la In cm thakao ve9 b plrep eay' Sp2J to o MONUMENT FOUND gency antl lend!g FSH uuon�IlseG geregmm ® ,y0 ✓ S 9S �� ��LAND a tie an g desa!he ie cng iNl,tal a �e iFaa ticns are no!trrnsferrbie to caaillorol V5lN.tbns AREA = 25,000 sf or 0.5-1 acres JOJOHNC.e "EHLERS LAND SURVEYOR ox 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 GRAPHIC, SGALE III= 30' R1i7E[gi3EAI�,N.Y. 11901 369-8288 Fax 369-8287 REF.-C:\UseYsVohn1I"box\04\04\04-210 update 2017.pro i THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. 1 23'-0" ADDITION 7'-3" 15'-9" L E G E N D 4 ARCHITECT EXISTING 23'-0" TO BE REMOVED LINE OF DECK ABOVE REVISIONS DESCRIPT ION 3'-4" ,- _ o - PROPOSED FRAME WALL > I > 5 11 22 r , r / / SOUTHOLD BUILDING DEPARTMENT PROPOSED EXISTING WINDOWS TO BE m N (3) 2X10 ACO GIRDER (3) 2X10 ACO GIRDER a OU D OR REMOVED o 0 12"0 SONO TUBE ON oSH R 0 0 24"x24"02" FOOTINGS o I EXISTING DOOR TO BE REMOVED C, I o <� MIN 36" BELOW GRADE I o J I N® (MUST BE VIRGIN SOIL) I J 4 28410 FWG 6068 28410 I 2X10 ACO LEDGER BOARD LAG BOLTED TO BOX o LIN.CL o I NEW - - - - - - - - - - - - - -1 M NEW CONSTRUCTIO i I 8 POURED CONCRETE FOUNDATION N (TYPICAL) I �66� I WALL ON 8"X16" POURED CONCRETE N p PROPOSED I ( FOOTING MIN 36" BELLOW GRADE. BATHROOM o 125 CFM EXHAUST; ISM O O FAN TO EXTERIOR I I u- I00 NEW 3 1/2" STANDARD = EXISTING BILCO DOORS STEEL PIPE COLUMN 00 ® I ABOVE TO BE REMOVED. o O I ON A 24"X24"X12"DEEP `N I M FOUNDATION REMAINS AND STAIRS T PROPOSED I POURED CONCRETE 3� z ( —I ZNEW ITH TIT I I TO ACT AS S BOTTOM MASTER LOCATION FOR 5'-0" I _ FOOTING. w �0 BEDROOMr`o I _ __ EGRESS. s S TRAY CEILING 7'-2 " 7'-2 " L, 7'-2 " 4'-8" 2'-1" 1 TO 9'-0" io 1 PROPOSED DETECTOR ryOrO� 0 WI CLOSET SMOKEi I I ♦ & EXISTIN I CELLAR 11 — — — 13'-6" — — — — — — FOUNDA ON I I°rn 4" POURED CONCRETE SLAB o 0 RR WALL TOR MAIN OVER 6 MIL. POLYETHLENE co REMOVE 'OD VAPOR BARRIER ON WELL `00 N EXISTING D ORS I Ix ® COMPACTED POROUS FILL I I to za p 2"X8" CEILING JOIST KEEP STAIRS CEILING HEIGHT 7-06" 04 I 0 16" OC. - FOR ECR SS SMOKE Li ui iM EYISTING O`DETECTOR Z L1 �ss� I I BEAM POCKET (2) — I TYPICAL � S _ Z EXISTING WALL o)p ' SHELLING ! TO BE REMOVED ` — I F — °' 5'-10" 17'-10" tk 0 ; I I (TYPICAL) 1 I REMOVE EXISTING MASTER I M I REM n�o6� 2-1 Q BEDROOM FOR NEW LAUNDRYNEW CONSTRUCTION PROPOSED I ROOM & CELLAR STAIR (TYPICAL) I I EXISTING PORTION o RELOCATE MASTER BEDROOM �6+� I I OF FOUNDATION W W • y = AUNDRY AS SHOWN I I� WALL o I O M 6'-3" III 8'-10" 3'-6" I 10'-4" F Q ~ 0 L� I_ 7 REMOVE EXIST. 0 PROPOSED LANDING I II I I O I I oN _ FLOOR JOISTS GRADE PER SELECTION O � 070 S ---DETECTOR EXISTING j � � � C/) FOR NEW STAIR r RELOCATE 0 � O OWNER .. Q = I I BEDROOM I I I= I OPENING EXISTING PROPSE CLL SAI z;: O DETOECTOR m 3 I �' I I s I I " FIRST FLOOR I W W u CRAWL SPA r �Id III —ACCESS I M O = _ _ _ — 6� _ _ �_ —� I L_ —Jb LINE I F— PARTITION w�I `T6 F I rn L- z'-jC" 8" FLOOR JOIST 2"X8" FLOOR JOIST I Q (TYPICAL)l — I — � — I I i I I \ c�6� I I m I I --� ® 16" OC. ® 16" OC. Elf —J J N I ' I aII — — I I Qw-I-j I I I �p W EXISTI - - — LIN. -I ILij J 0 z J J I I W O TO �TYPIC`A I // 3 0O .ET // O �T�i EXISTING Q z� GO O N JQI 13-0 K 7 0 N 1` 0 0 �= EXISTING I S RE TOED E I I ,0- Zj Zj-J O Of I I I I 0"` Q .. I W EDROOM �RE ODEL EXISTING I I I I I� a OZ a I I p I O N REMOVE EXI I� SMOKE �`� o SMOKE i, I BA�200M AS SHOWN I j Q J Q w AIR I w RELOCATE STAIRS v DECK STAtRc� TOO ~DETECTOR �CO N W OS DETECTOR DOWN OFF DEc 0 _ _ O cn= �1 j CARBON BATHROOM I I I I MONOXIDEQ W m 0 I FF 7 I (n z --J o O 01 C I DETECTOR I 125 CFM EXHAUST — - - - O Of Q Ooa- I �p O — d J to I FAN TO EXTERIOR _ — — — — — J I I U O W I RX I I I I I O W e C) I �TN ]QO O N L-_J O LINE OF DECK ABOVE O> I I O- - - = 9" 2'-0" -11" 1 -O I— 0 ff iv I 5'-10" — I `� a cl) I—I--J D I— 342 - - - - I _ C E L L A R `� 3'-10" Q (� 3'-3" 3'-3" — — — 8._9•. REF. 14'-2" I I I O Ur CWS 6'-6" CEILING HEIGHT. W-O6' _ Cn _ _ I I _ -� � " oz z 6-6 - I p 2 SMOKE M O ADDITION X I I L ,J O�_CARBON (n v S DETECTOR W MONOXIDEI io © ® I UNE OF SKYLIGHT ABOVE r 1 DETECTOR X I J I I I FF ® TI - - � � I L J L z I �j EXISTING I I O in W I I n) c LE', ® � I KITCHEN I I I I V) I I (EMSTING) ' fI I II II III ' � AY 2 02 7 EXISTING Q�DECK LIVING BUILDING DEPT TO REMAIN om TO!.!XOF SOL}i , TRAY CEILING I ROOM Q EXISTING KITCHEN O U I 6'-8" I 5'-5" LIVING ROM AN F o r; rn W EXISTING CRA DINING ROOM T o Z ¢ 2668 I j� I SPACE ACCESS -Lr)L') s'-0 N of I - - - - - - - - — W 0 GO Z I s e LLI 04 LINE OF TRAY CEILING I J I I r Charles M. Thomas EXISTING DINING x I ROOM I L I I a r c h i t e c t a L5 I PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 o CRAWL SPACE 04 ® I I PROJECT 00 23'-3" N 00 CDCD 22'-7" u - - - - - I LINE OF DECK ABOVE I L - - — - - - - - - - - - - - - - - - - - - - - - - - - - - -j 41 I W-- (4)© 23'-11" - - - - - - - - - - - - - - - - - - - - PROPOSED FLOOR EXISTING PLANS NO CHANGE i 23'-11" I P PROPOSED FIRST FLOOR PLAN P PROPOSED FOUNDATION PLAN DATE: 2/11/21 PROJECT No. 1 2 SCALE: 1 4" = 1'-0" DRAWING BY. MC SCALE: 1 4 = 1 -0 / CHK BY. EXISTING FIRST FLOOR- 1100 SOFT ' DWG No. PROPOSED ADDITION- 531 SOFT A I- 002-00 TOTAL HOME- 1631 SOFT [:20F 3 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 3 i I R 9 1Qi THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. a. ME ENDICU PROPOSED CONSTRUCTONROOF EXISTING ROOF FRAMING 12 WITH PERPHEIGHTLAR RIDGE PROPOSED NEW ROOF -- NEW RIDGE HEIGHT TO ALIGN EXISTING ROOF FRAM QEXISTING c� REMAIN TO REMAIN TO CONSTRUCTION 12 ARCHITECT Q EXISTING ~d.. 1"X2" RAKE TRIM ON ROOF SHINGLES EXISTING EXISTING ROOF SHINGLES 1 1"X8" RAKE BO7.q STI SHINGLES_ _ - ROOF SHINGLES TO MATCH EXISTING REVISIONS D E SCR I P T ION 1"X2" RAKE TRIM ON -- - T.O. PLATE HEIGHT T.O. PLATE HEIGHT _ 1"x8" RAKE BOPPD SIDING TO MATCH EXISTING " X 4" CORNER BOARD -� -8 T 0` WIND OIy =$-ZLC- WIND WS (TYP I C AL) N N I I SIDING (T Y P I C A L) 4" X 4" WINDOW & I 11 J" X 4" CORNER BOARD DOOR SURROUNDS UER R TO MATCH EXISTING (TYP I CA L) - OE:1 O " x 4" WINDOW & 3042 Q © © © 00 °� °� E 36" HIGH RAIL O PDOOR SURROUNDS PER NYS CODE 28410 28410 (TYPICAL) EXISTING I EXISTING SIDING SIDING z z T.O. FIRST FLOOR T.O. FIRST FLOOR — — — FWG 0 8 IL L REMOVE EXISTING BILCO 000RS PROPOSED ADDITION EXISTING HOUSE EXISTING HOUSE PROPOSED ADDITION N0TE: NOTE: ao)o MATCH ALL EXISTING EXTERIOR DETAILS MATCH ALL EXISTING EXTERIOR DETAILS � n IE: WINDOW & DOOR SURROUNDS, CORNER BOARDS, FRIEZE BOARDS SIDING &IE: WINDOW & DOOR SURROUNDS, CORNER RNER BOARDS, FRIEZE BOARDS, SIDING & RAKE BOARDS BOARDS RAKE ` n E FRONT ELEVATION E REAR ELEVATION y( SCALE: 1/'4" = 1'-0" 2 SCALE: 1/4" = 1 '-0" o I� w C 1"X2" RAKE TRIM ON ElWINDOW `� C H E D U L E W 1"XS" RAKE BOARD 1 11_ 2'-0" 2'-4" 2'-6" PROPOSED NEW 6" FRIEZE BOARD EXISING ROOF FRAMING -I ---- --- CONSTRUCTION - TO REMAIN WINUOW KEY r z- � — B _ ❑A �� m– - a I 12 �© = w 12 12 EXISTING M - MATCH EXISTINGI— ROOF SHINGLES MATCH EXISTING ExIsrINGI I 1 11 111 1 00 TO MATCH EXISTING I ROOF SHINGLES 11 1 1 1 1 11 1 1 11 \ O �I z �- 2-8" 3 f- z - - - - -- - T.O. PLATE HEIGHT N �' o o z u� L " X 4" CORNER BOARD- '=8" T-0. WIND pW (TYPICAL) " X 4" WINDOW & DOOR SURROUNDS (T Y P I C A L) SIDING PROPOSE DECK 3042 TO MATCH EXISTING 3042 3042 3042 3042 G O o 0 Q z 6° HIGH RAIL PER NY COD O r U Q0 y O ___ _ _ _ U T.O. FIRST FLOOR Q WINCOW SCHEDULE w CL — U 0 zU SCALE: 1/4" = 1'-0" O I PROPOSED ADDITION EXISTING HOUSE CLI N 0 TE: 0 U I � I (— MATCH ALL EXISTING EXTERIOR DETAILS CLW IE: WINDOW & DOOR SURROUNDS, CORNER APPROVED AS NOTED BOARDS, FRIEZE BOARDS, SIDING & RAKE I , p BOARDS DATE. � g,p,# ,s(�0 FEE: �' BY: RETAIN STOW, WATER RUNOFF (� PURSUANT TO CHAPTER 236 E SIDE ELEVATION NOTIFY 180B81ADIN OD4PM FOR THE 2OF THE TOWN UXDE- 3 SCALE: 1/4" = 1'-0" FOLLOWING INSPECTIONS: I. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING S. INSULATION PLUML3EI CERTIFICATION 4. FINAL - CONSTR1.17;'0N MUST ON LEAD ONTENT BEFOP! BE COMPLET FOR c.o. CERTIFICA E OF OCCUPAI,1;; Must Provide Manuals ALL CONSTRUCTION SHALL MEET THED, J and S as per REQUIREMENTS OF THE CODES OF NEW SOLDER JSED IN WA TER NYS YORK STATE. NOT RESPONSIBLE FOR SUPPLY YS TEM CANNOT TO REMAIN PROPOSED NEW ROOF Energy Code EXISTING ROOF FRAM _ DESIGN OR CONSTRUCTION ERRORS. EXCEED '/'10 OF 1% LEAD. CONSTRUCTION 12 EXISTING 11 11 Hill 11 - COMPLY WITH ALL CODES OF 12 NEW YORK STATE & TOWN CODES E I ROOF SHINGLES MATCH EXISTING AS REQUIRED AND CONDITIONS OF 1� __ I iS TO MATCH EXISTING 1°X2" RAKE TRIM ON [ 1 - 1"X8" RAKE BOARD T.O. PLATE HEIGHT - - - - - - _ _ ri p a es M. Thomas T . VAN LANNIP>rG BOARD =8" T.0_meows—. '''�= ' "` TRUSTEES a r C h I t e C t 4" X 4" CORNER BOAR[ . 1 a (TYPICAL', ---'�I'�,��— PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 o X 4" WINDOW k La © SIDING PROPOSED DECK DOOR SURROUNDS O TO MATCH EXISTING 21310 00 TD (TYP I C AL) OCCUPANCY PROJECT i0 - 36' HIGH RAIL PER NYS CODE -_ USE IS UNLAWFUL Blower door EXISTING SIDING 1"JITHOUT CERTIFICATE and ductwork T.O. FIRST FLOOR -- " OCCUPANCY testing required. PROPOSED ELEVATIONS EXISTING HOUSE PROPOSED ADOTION N 0 T E: ELECTRICAL INSPECTION REQUIRED MATCH ALL EXISTING EXTERIOR DETAILS P(_UMBIN IE: WINDOW & DOCR SURROUNDS, CORNER ALL PLUMB!NG W STE DATE: 2/11/21 BOARDS, FRIEZE BDARDS, SIDING & RAKE &WATER LINES -ED E IDE ELEVATION BOARDS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TETINGBEFORc"CC �_RIrdG PROJECT No. DRAWING BY. MC CHK BY.DWG No. GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM SCALE: 1 j 4" = 1'-0" WINTER ICE BARRIER FLOOD AIR M SNOW SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN FROST EAN All exterior lighting LOAD CATEGORY WEATHERING LINE TERMINATE DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL TEM Installed re (MPH} EFFECTS REGION DEBRIS ZONE DFPTH TEMP. REQUIRED INDEX replaced °r 1 OF 3 repaired shall conform 20 PSF 140 YES NO YES B SEVERE 36" MODERATE 1 MILE TO HEAVY 11 YES NO 452 527 to Chapter 172 of the Town Code _E OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIA EVIDENCE OF ACCEPTANCE OF THESE THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WH) RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. —1 23'-0" ADDITION 7'-3" 15'-s° L E G E N D n � � ARCHITECT 23'-0" EXISTING LINE OF DECK ABOVE TO BE REMOVED - - - - - - - - - - - - - - - - � REVISIONS D E SCR I P T ION 3'- �_ O - PROPOSED FRAME WALL > r -I - - r - - - - f— > m /�\ ,N (3) 2X10 ACO GIRDER (3) 2X10 ACQ GIRDER , /l m PR POSED TDOOR EXISTING WINDOWS TO BE y ll`•J-1-}- 0 12"4 SONO TUBE ON -~{{`-J), Y o REMOVED o w — J L _ J .. L _ w D CK S Q>\R I o a 24 x24 x12 FOOTINGS CO S �� EXISTING DOOR TO BE REMOVED `� a I < MIN 36" BELOW GRADE o (MUST BE VIRGIN SOIL) W J I X® J 3._8.. FWG 6068 28410 / \ N 2X10 ACO LEDGER BOARD LAG BOLTED TO BOX V 28410 — - - _ — - - - - - - - - =I LOIN. = I NEW - - - - - - - - - - - - - r o Q M NEW CONSTRUCTION--- 1 I 8" POURED CONCRETE FOUNDATION Ln�n N (TYPICAL) v"er". I WALL ON 8"X16" POURED CONCRETE o I w Q PROPOSED I FOOTING MIN 36" BELLOW GRADE. " U 0 W o�� o BATHROOM ADJUST FOUNDATION ACCORDINGLY TO 0 I I W 125 CFM EXHAUST ,� MATCH EXIST. FIRST FLOOR ELEVATION 00 L— FAN TO EXTERIOR I I I (TYPICAL) RNI IGD NEW 3 1/2" STANDARD = STEEL PIPE COLUMN co p I r —ON A 24"ED CONCRETE N I ADJUST PROPOSED FOJNDATION I POURED CONCRETE I HEIGHT SO THAT THE SUBFLOOR PROPOSED " LOCATION FOR 5'-0" Z FOOTING. (TYP Z I OF THE NEW FLOOR ALIGNS WITH MASTER I - THE SUBFLOOR OF THE EXISTING DO I ' �m BEDROOM —�— Q S S I - -}—e - II 3 111 ML - II _ — FLOOR S c7 TRIO CEILING — — — — 1 1 7._28,. LJ 7'-28 J 7'-28.. I I 4'-8� 2'-1" 1 O_DE ECTOR �0�� o WI PROPOSED j I EXISTING BILCO DOORS I I CELLAR O U I ^ I o_2„— 4” POURED CONCRETE SLAB 00 8 I I °' OVER 6 MIL. POLYETHLENE E` I REMOV FILL EXISTING ILCO VAPOR BARRIER ON WELL GD IN! EX ING N _ I DOOR I COMPACTED POROUS FILL K — I — I BILICO OORS 0 2"X8" CEILING JOIST IXISTING I I I CEILING HEIGHT 7'-06" N I I I �j I "D 16" OC. I I I BEAM POCKET ®`—DETECTOR Z — �'6 I I I I TYPICAL. I I W (2) \C 6' U GIRDER z � EXISTING WALL _ _ _ O - SHEL�NG I I TO BE REMOVED °) I I — — 17'-10" — _ 5'-10" i�p I ^ RE p . REMOVE EXISTING MASTER M p Q BEDROOM FOR NEW LAUNDRYNEW CONSTRUCTION EXISTING PORTION I PROPOSED I ROOM & CELLAR STAIR (TYPICAL) I I OF FOUNDATION IW R IOSTING I o I I 1 I w W AUNDRY RELOCATE MASTER BEDROOM 06� I I I WALL �N I =I I qIL TANK I I z AS SHOWN I WOOD LANDI c= I Do O > Ti, 6'-3" III 8'-10" 3'-6" 10'-4" �j BUILT OFF OF PROPOSED LANDING REMOVE EXIST. GRADE PER SELECTION 0 00 SMOKE I o0 EXISTING CONCRETE W ^ IO O / - 070 S ~DETECTOR II I I O SLAB FLOOR JOISTS I U TING _o„ 1 I FOR NEW STAIR RELOCATE 0 \ OWNER BEDROOM EXISI ^ I _ OPENING EXISTING I r N -{ PROPOSED CLL SAI opETECTOR v I a o INI II LAUNDRY TO FIRST FLOOR I I W M 1 O LINE NE I a� L1'4', 8" FLOOR JOIST L\\t 2"X8" FLOOR JOIST I I Q W CRAWL SPAC PARTITION WPI L I I I I I \ I ACCESS iv ® 16" OC. ® 16" OC. (TYPICAL) I — —J - - �6�� -- J / \ — 6� I I I I m J J I I I I I I I ry 0 < W Ld EXISTI U ' \\ - LIN. I I I W d wE RED j!3 m I L - o EXISTI I W O I FOUNDATION I w TO (TYPIC�71 � CLOSET vL� �T�i I I EXISTING I Q W w Z� I WALL TO REMAIN —) s�o. cq 0 0 �<I ExlsnNc 3-o" T-o N I SHED TO BE I o o 00 I ( I I I Q r ` to I �" EDROOM I REMOVED M I I.I a pz o D I I W I a .. a �RE ODEL EXISTING � REMOVE EXI � SMOKE cad o SMOKE BA OOM AS SHOWN I CO o o J U J p I AIR c) 0. — U RELOCATE STAIRS DECK STAfO I®--DETECTOR �� N Lv O�DETECTOR I I I a m U I 0 � I I W DOWN OFF DEC o cnF I BATHROOM I Q G1 © I MONOXIDE J I �/ to jr a O ( v I O 0_000 I MONOXIDR 125 CFM EXHAUST of a viD I FAN TO EXTERIOR o — - - - - J I I U W<0 ( I I =X I I I O Ln ID I - - — LINE OF DECK ABOVE I -O I N - I � I _ ��// I N I — — I o I I F— U i— _ CV W I-- 342 REF. I - - - - C E L L A R I Q_ Q U 3'-3" 3'-3" — — — $._9.— 14'-2" !, ." I /� O U I 6'-6" I r CEILING HEIGHT: 6'-06" cV `� (n i U J CD 6'-6" — — — — — — — — — — — — OI = I I I III O�—DETOECTOR .Mi� ADDITION x " I J CARBON O I I W Z I I I ©MONOXIDE Q ® DETECTOR LINE OF SKYLIGHT ABOVE r 1 EXISTING r IF - - WALL FOUNDATION I q! 0 � _ _ I I I I L -i EXISTING I I I o W ( KITCHEN L72)] olI � � I II (EXISTING) I I I I I EXISTING W00 I DECK I � LIVING I 'oI TO REMAIN m TRAY CEILING I ROOM a 6'-8" i 5'-5" EXISTING KITCH N O v Ld LIVING ROM AN o I I EXISTING CRAWl z I DINING ROOM T I I SPACE ACCESS �cFn = 2668 g'-0" N of ^ �- - - - - - - - - - - -� N- N W z Li Z_I N _ LINE OF TRAY CEILING I J Charles M. ThomasEXISTING DINING I S2 a r c h i t e c t ROOM 0 I PO BOX 877 JAMESPORT, NY 11947 631 727-7993 o CRAWL SPACE I I { � N I I I I I © I I PROJECT 23'-3" I I 00x N I I G C I I 22'-7" 0 LINE OF DECK ABOVE — — — — — — — — — (4) © 23'-11" - - - - - - - - - PROPOSED FLOOR EXISTING 23'-„” PLANS NO CHANGE P PROPOSED FOUNDATION PLAN DATE: 2/11/21 P PROPOSED FIRST FLOOR PLAN PROJECT No. ` SCALE: 1/4" = 1'-0" 2 SCALE: 1/4" = 1'-0'° DRAWING BY. MC CHK BY. EXISTING FIRST FLOOR— 1100 SOFT DWG No. PROPOSED ADDITION— 531 SQFT F-A:I- 002- 00 qAT 2OF3 TOTAL HOME— 1631 SQFT THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FA�IF EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. r, , tl Y TYPICAL ROOF CONSTRUCTION ROOF ARCHITECT PROPOSED - NEW RIDGE HEIGHT TO ALIGN , 12 WITH PERPENDICULAR RIDGE PROPOSED NEW ROOF � � + „/' EXISTING ROOF FRAM DEXISTING HEIGHT CONSTRUCTION MATCH EXISTING ROOF SHINGLES. � �.n OVER 15# ROOF FELT ON 1/2” CDX PLYWOOD SHEATHING. PROPOSED H FIR OU D OR TO REMAIN 2"X10" ROOF RAFTERS @ 16" O.C. W/ HD R-38 INSULATION 23'—O" PROPOSED HIPPED ROOF ATTIC TYPICAL CEILING CONSTRUCTION REVISIO D E S C R I P T I O N EXISTING 1 y Ne ROOF SHINGLES P1P 2" X 10" COILING JOISTS @ 16" Q.C. 2 4'o WG 1068 410 NEW 2"x10" CEILING JOISTS W/ R-49 BATT. INSULATION T.O. PLATE HEIGHT _ _ _ EW 2"X10" CEILING JOISTS TRAY CEILING TYPICAL WALL CONSTRUCTION LI - - - TO 9'-0" \ �L L BID. T/ U =LI-I-0-5Y1N.DY>'S &S. 3 C ATIJOB (TV) MATCH EXISTING SIDING. TYVEK HOUSE WRAP 1/2" CD X 9 c. o PLYWOOD SHEATHING ON 2"X6" WD. STUDS 0 16" O.C. o 'I x� / N R-21 INSULATION \ N `-o O°� E A TI PROPOSED MASTER TYPICAL FLOOR CONSTRUCTION w PROPOSED p LOCATION FOR Z �� WI CLOSET m NEW 2"X8" FLOOR JOISTS ® 16"O.C. \ A TE o� o 1 © BEDROOM o0 W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 BATT, INSULATION BED 00 V) Q� 00 MOKE NEW CONSTRUCTION A i� I1 DETEc R / o 0-Of O (TYPICAL) O w EXISTING SIDING S / '7- wo �� T.O. FIRST FLOOR _ S O S REMOVE EXISTING 1 - BILCO DOORS 1 1 I EXISTING GRADE (3) 11 ML GIRDER VVI CLOSET 2"x6" ACQ SILL PLATE NEW 2" FJ }" SHEET ROCK CEILING 1/2" ANCHOR BOLTS 30" OC ® ,6" OC.C. W TERMITE SHEILD NEW 3 1/2" STANDARD PROPOSED 8' STEEL PIPE COLUMN CELLAR ON A 24"X24'X12'DEEP I NEW 2"X10" rr POURED CONCRETE FOOTING. I� o Q 16 OC. a @ 16 OC. (TYP) 8" POURED CONCRETE 0 M FOUNDATION WALL ON 8"X16" d POURED CONCRETE FOOTING INE OF EXISTING ROOF c�6 MIN 36" BELLOW GRADE. 4" POURED CONCRETESLAB \ / O 4 MILL VAPOR BARRIER wZ o F- \ ( 00 EXISTINGPROPOSED ADDITION W a HOUSE ION W A D 4 `�� 10 / s 3070 L I \ / � � O 0 Z� N BE f�00M N S CROSS SECTION = ° N o- X —DETTECTOR I1J w ® C UJ Al SCALE: 1/4" = 1'-0" C) 0 ��' o > o >o Lo W Of ROP SED RIDGE LLJ N CO m O Q O U L o 0 LI N. 00 I CLOSET CLOSET I '�I N X a 3'-0 /< W O N "' / ( LL ° BE R OM BATHROOM W0 z " w N Z SMO.ES WOKE I(�II O DET CTOR rL� LLQ O~D TECTOR �o C S 16 I I I o / © NOXIDE s� R TER TO WALL STUD TO BAND JOIST o —I D rEcraR w (14) 10d x 1 /2" FASTENER (20) 10d x 1 1�2" FASTENER Q o ° U X11 / I o a o Ridge Beam —MTS16 U D35 PROJECT W O cn 0 z � 304 ° 0 �-- REF. o O] C 7 o I I PROPOSED w o Z LL ROOF ) v~i o o RIDGE I° - X �� +INUJ 0 T E• © ® F MTS12 ° RAFTER MSTA i I ' Q U LAYOVER NEW REVERSE GABLE ROOF OVER EXISTING rr N EXISTING rr O ° LTP4 I"of < U) EXISTING ROOF. MATCH EXISTING PITCH. @ 16" OC. w, ® 16" OC. LTP4 . ° FORCE PITCH OF PROPOSED HIP ROOF OVERD58 REAR OF THE HOLISE SO THAT THE RIDGE Uplift connectors Shall bypass each other to Simpson Strong Tie OF THE HIPPED ROOF ALIGNS WITH THE KITCHEN WITH CEILING COLLAR TIES ® 32" O.C. RIDGE OF THE REVERSE GABLE. �� U D10 LTP4, spacing as required for prevent cross-grain CS-20x18" MIN. WITH {7) 10d COMMON NAILS shear. SSP spacing for uplift. tension of band joist. Simpson Strong-Tie p g p PER RAFTER INSTALLED OVER PLYWOOD LIVING RIDGE STRAP TIE ADJUSTABLE HANGER TRAY [LING I ROOM SILL TO RIM JOIST EXISTIN KITCHEN 0 (12) 8d x 1 1/2" FASTENER SCALE: N.T.S. SCALE: N.T.S. LIVING OM AN DINING T2668 s'[OOM 0" RAFTER TO WALL (EXISTING) DECK SCALE: N.T.S. TO REMAIN DINING / \ ROOM/ \ �G Charles M . Thomas U � \ N 0 Z , / X a r c h i t e c t / w ® PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 00 M FRESH AIR INLET f VENT a VENT 4'VENT 4'TENT TIgNI ROOF 711%ROOF THRU ROOF THRU ROOF (4) OF (TYP.) J (TYP.) J (TYP.) J (TYP.) ROOF I I I I EXISTING HOUSE ROOF fi I I ' 6_41W2�Y 0-1-1/2V LAV LAV ROOF FRAMING PLAN & SINKI i WAS LAV LAV SHOWER I I ow " HOKR CROSS SECTION P ROOF FRAMING PLAN 3 SCALE: 1/4" = 1'-0" i-t/2' r fit CONNECT TO APPROVED P.V.C.PIPE PITCHED DATE: 2/11/21 F.A.I. & SANITARY SYSTEM AS PER N.Y.S.CODE PROJECT No. s DRAWING BY. Mc CHK BY. PLUMBING RISER DIAGRAM OWG No. [AHMR070 SCALE: N.T.S 3 OF 3 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VI SU AL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TABLE R 301.7 ,,,�p.�.>,�"�'�� CORNER AND PARTITION POSTS TOP PLATE FRAMING TO ACCOMADATE ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS PIPING — R 6 0 2. 7. 2 STUCTURAL MEMBER ALLOWABLE RAFTERS AND CEILING JOISTS OR APPROVED DEFLECTION ROOF TRUSS TOP PLATES RAFTERS W/ GREATER L/180 h r SLOPES THAN 4 W/NO TOP PLATES FINISHED CEILING SECOND STORY TOP PLATE— WW MM TABLE 3.1 ATTACHED TO RAFTERS TOP PLATE GYPSM BOARD INSTALC��� IN SEE DRILLING AND 16d NAIL AT 24 O.C. STUD INTERIOR WALLS AND H/18o ,a JOIST IS PERMITTED TO NOTCHING PROVISIONS ACCORDANCE WITH — PARTITIONS FLOORS AND PLASTERED L/360 STUD BE CUT OR NOTCHED BORED HOLE MAX CEILINGS FLOOR JOIST– BETWEEN THESE LIMITS WALL STUD– DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX z SEE DRILLING AND SEE DRILLING AND MEMEBERS BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS OF STUD DEPTH DIAMETER 40% EXT. WALLS W/ PLASTER OR H/360 OF STUD DEPTH WFCM SECTION 3.3.1.1.1 WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL STUCCO FINISHE / 5/8" MIN. TO EDGE 1/3 SPAN 1/3 SPA d NAIL AT 6" O.C. WITHAWFCM I TABLE03 DANCE 5/8" MIN, TO EDGE — EXT. WALLS-WIND LOADS L/240 -+- ALL PANEL EDGES) WITH BRITTLE(b) FINISHES CL ° T 8d NAIL AT 12" O.C. ON ALL EXT. WALLS-WIND LOADSL/240 5/8" MIN. TO EDGE – JOIST ENDS TO BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE(c) FINISHES NOTCH MUST NOT EXCEED 0 o' FOR BLOCKING BLOCKED AGAINST PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH BAND JOIST AND BRIDGING ROTATION IN ACCORDANCE (a) CORNER DETAIL a. The wind load shall be permitted to be taken as 0.7 times the cn TOP PLATE OR BLOCKING SEE WFCM SECTION 3.3 WITH WFCM 3.3.1.3–END RESTRAINT GYPSM BOARD INSTALLED IN component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT w d NAIL AT 6 O.C. deflection limits herein. AND 3.3.1.4 BRIDGING ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% o BEARING ALL PANEL EDGES) BE LOCATED IN THE SAME b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTH THEN STUD MUST BE WALL of the cantilever. CROSS SECTION OF CUT OR 5/ " MIN. TO EDGE c. For aluminum structural members or paneles used in roofs or SSUUCCESSIVEDSITUUDSOARETDOUBLED 1 IN.x4 IN. RIBBON walls of sunroom additions or patio covers, not supporting edge of AND SO BORED cfl LAP JOIST 3 IN. MIN. CUT INTO STUD - glass or sandwich panels, the total load deflection shall not cn _ exceed L/60. For sandwich panels used in roofs or walls of z BAND JOIST BOTTOM PLATE FOR FIRE BLOCKING WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall N OR BLOCKING 16d NAIL AT 24" O.C. INSTALLED WFCM TABLE 03DANCE WFCM 2015 SBC HIGH WIND EDITION not exceed L/,2a TABLE R 301.2.2.2., WFCM 2015 SBC HIGH WIND EDITION W s s— SILL PLATE JOIST 16 SECTION 3.4.3.1 .1 FIGURE 3.313 WALL BRACING ADJUSTMENT FACTORS BY ROOF ° CRAWL SPACE ° . ° 8d NAIL AT 6" O.C. ON ALL COVERING DEAD LOAD SECTION 3.4.2.1 .1 FIGURE 3.3 A OR BASEMENT SUBFLOOR FRAMING MEMB,�RS AT PANEL NOTCHING AND BORED HOLE LIMITATIONS ROOF/CEILING ROOF/CEILING NOTCHING AND BORED HOLE LIMITATIONS FOUNDATION MONOLITHIC EDGES AND 12 o.c. ON ALL FOR INTERIOR NONBEARING WALLS FOR EXTERIOR WALLS A SLAB–ON–GRADE FRAMING MEMBERS NOT AT DEAD LOAD DEAD LOAD FOUNDATION (b) INSIDE CORNER DETAIL PANEL EDGES WALL SUPPORTING 15 psf or less 25 psf AND BEARING WALLS PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING NOTCHING AND BORED HOLE LIMITATIONS EXTERIOR CORNER FRAMING ROOF ONLY 1.0 1.2 FOR EXTERIOR BEARING AND INTERIOR 2x4 CONTINUOUS 0 BEARING WALL FOR SIROOF USIONE STORY 1.0 POUND PER SQUARE FOOT =1 0.49 kN M 2 �— TYPICAL WALL FLOOR 8c ROOF FRAMING NON— BEARING WALLS: R602.6 (1 ) 2 LATERAL BRACE AT 6' O.C. ^ Uj N a. LINEAR INTERPOLATION SHALL BE PERMITTED / ( ) Ld Q � JOISTS ,� 2-10d NAILS (n N WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS j ROOF FRAMING DOUBLE TOP PLATE ' TRUSS OR CEILING JOIST 0 W FASTENER SPACING (inches) SEE STUD TO RAFTER z FASTENER SPAN 4 FEET 6 FEET BLOCKING SECTION A—A C PPLE TUDToR STUD TO STUD DETAIL GABLE END TRUSS D < 4 FEET < PANEL SPAN < PANEL SPAN ENDWALL ONNECTORS Q 0 TYPE — < 6 FEET < 8 FEET 1/2" SPACING—\ A A' R QUIRED r U ALLOWS E CH SIDE N0. $ WOOD SCREW 16" 10" g" HOLDDOWN ' 10-8d � NAILS ANCHOR WITH 2" EMBEDMENT INSTALLATIONF HEADER STUDS -----FULL LENGTH O 5d COOLER NAILS AT 10 O.C. r Q LENGHT DOUBLE A A WA STUDS - sTuO MIN. o NOTE: 2"x4" BLOCK NAILED TO EACH CORNER STUD AT HA DW RE ° ° CONNECTED TO BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS NO. 10 WOOD SCREW 16" 12" 9" HOLDDOWN o TRANSFER SHEAR TYPIC',L AT EACH END OF HEADER AND GYPSUM BOARD - z ANCHOR WITH 2" EMBEDMENT (HDU) o ° ° CONN CTO S N UP AT BOTTOM OF HEADER STUDS IN NOTE: SIMILAR REQUI ED ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7" O.C. W LENGHT ° ° CONNECTION AT EA H SIDE CO NEC R FOUNDATION. R UIR WALL STUDS AND AT TOP AND z -� ° 2-16d COMMON BOTTOM OF CRIPPLES 20 GAUGE STRAP W n 1/4" LAG SCREW BASED ANCHOR 16" 16" 16" SIDE WALL NAILS AT 6W°L. FLOOR BRACING AT END BAYS TYPICAL FRAMING AND UPLIFT 10-8d NAILS 0 WITH 2 EMBEDMENT y FIGURE 3. 6 CONNECTIONS FOR OPENINGS w0 Uj LENGHT � ( WFCM ) Q SUBFLOOR 8d NAIL AT 4 O.C. ENDWALL STUDS a. THIS TABLE BASED ON 180 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. ck� FACE OF FOOTING b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. CEILING BRACING(� I I I GABLE ENDWALL FASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. BAND JOIST w 12" MAX. C) ( WFCM FIGURE 11 ) c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN cf' NAILS BASED ON EMBEDMENT LENGHT OF NOT LESS THAN 2" INTO THE BUILDING FRAME. o ,l SHEAR WALL REQUIREMENTS FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. TOP PLATE v d. PANELS ATTACHED TO MASONRY OR MASOVRY/STUCCO SHALL BE ATTACHED USING PROVIDE RAFTER TO VIBRATION—RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT , ,vfi H No CEILING CENTER 2x BLOCKING RIDGE- HANGERS IF RIDGE TENSION STRAP LESS THAN 1,500 POUNDS. ° H/2 BUT NEED JOT �y H/ BUT NEED NOT DIAPHRAGM ON SHEATHING JOINT USE 8-8d COMMON NAI�,S ° ° EXC ED 15 FT. AX. EXCEED 40 FT. MA . REQUIRED RAFTER TAILS ARE NOT EACH END OF ' -1/4 0 WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) ° o 15,/32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP F- N HOLDDOWN CORNER STUD ON GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW g z (HDU} ° ° ° CONNECTED TO ROOF RAFTER ° ° o TRANSFER SHEAR BASED ON SHEARWALL REQUIREMENTS ° ° FOUNDATION CLEARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING ° 20 GA. STRAP— DOUBLE AT1HA�D4E PREFERRED METHOD z 4 Lij . 8d NAIL AT 12" O.C. ON RAFTER Q WIDE MIN a W/(8) 8d NAILS HOLD DOWN ALL FRAMING MEMBERS EACH SIDE BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES - WINDOW AND DOOR OPENINGS: GYPSUM BOARD Z w (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM RIDGE BEAM 16d NAIL AT FLOOR TO FLOOR PHD5 V-24" RIDGE �" __ TENSION STRAP DETAIL � CONNECTION ° TABLE R301 . 5 NOTES �_ FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND 4.45N. '"` �-- -�" SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING E -- EXTERIOR WALL STRAPPING SCHEDULE 8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. '- LENGTH NUMBER OF CAPACITY OF HOLDDO NS NOTES O.C. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN AREA HOLDDOWN USED / EDGES SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND ABLE R301 . 5 NAILS ) SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO ,f,..r S i m p s o n Strong — Tie RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER NAILING SCHEDULE TABLE 3.1 OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS ( PSI ) �- 8-8d TO STUD CONNECTION ( CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 A35— Chimney Framing 2-8d TO PLATES WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE ■ 1 FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 4D-8d 1005 LB PER EVERY STUD TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT CONNECTION (A) OUTSIDE CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOADUSE LIVE LOAD ('3 RIDGE DETAIL REQUIREMENTS.R 0 0 F STUD TO SILL PLATE SIMPSON H-8 5-Bd TO STUD 745 LB EVERY STUD c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE o 4-8d TO PLATE GYPSUM BOARD 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND C CX_ NOTES: SIMPSON STRONG TIE HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 40 (� LU 3 SCALE: N. T.S. SIZE PER MOST RECENT ATALOG INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. "' ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL PANEL IDE WA d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT n, CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND EDGES) ANY POINT ALONG THE TOP TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR DECKS 40 �� y NAIL PENETRATION INTO FRAMING IS ACHIEVED. * INSTALL THROUGH FIRST FLOOR SHOE. WOOD STRUCTURAL WALLS. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE PASSENGER VEHICLE GARAGES 50 SII PANEL INSTALLED IN HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED Cz L00 ®I ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 o ® NAILING SCHEDULE \_16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED ®I (TABLE 3.1, WCFM 2015ri 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 0 � HIGH WIND EDITION) LOAD REQUIREMENT. � fT� ®I FOR STORAGEg. APPLIES O ERTIFOOTNOTESPACES b. SEE SECTIONNOT MEETING TR802.4.2RFORNTS ROOMS OTHER THAN SLEEPING ROOMS 40 ® I 8d NAIL AT 6 O.C. DN CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 30 AT PANEL EDGES AND (B) INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE 12" O.C. ON ALL PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 FRAMING MEMBERS NDT CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER AT PANEL EDGES BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS 200 SHEET NO. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE 2 CORNER BRACING DETAIL TOP THE BOTTOM CHORD AND BOTTOM ANY OTHER TRUSS MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS MET: 1. THE ATTIC AREA IS ACCESSIBLE BY A PULL - DOWN STAIRWAY EXTERIOR CORNER FRAMING • 3 SCALE: N.T.S. OR FRAMED OPENING IN ACCORDANCE WITH sECTION 807.1:AND 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN Simpson Strong — Tie h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED HDU TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. (TABLE 4 WFCM 2015 HIGH WIND EDITION) The design of this structure is based upon �, p prescriptive approach using the ( TABLE 2 WFCM L_0 1J HIGH WIND EDITION ) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2015 130 MPH COPYRIGHT 2015 SBC published by The American Forest and Paper Association. Non- Structural lements E_ CONNECTIONS RESISTING UPLIFT LATERAL & SHEAR LOADS GENERAL N 0 T E S: NAILING SCHEDULE are based upon the 2020 NEW YORK STATE RESIDENTIAL CODE. _- MAX. ANCHOR BOLT SPACING (INCHES) ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 r 1. All works shall be performed in accordance with all state, • - NAIL SPACING NUMBER OF NAILS RESISTING SUPPORTING For the Climatic and Geographical Design Criteria, see Table R301.2(1) on municipal, zoning pal, local ing and building codes and ordinances JOINT DESCRIPTION 5/8- ANCHOR BOLTS 39 sheet no. 1TXCOMMON NAILS 1 - FLOOR having jurisdiction and best standards of construction ,r ! All non engineered lumber to be Douglas Fir#2 or better �`: - r LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 26 g g # practice. Wind Limitations-Section R301.2.1 -Y� �•' 4-8d PER RAFTER The American Institute of Architects Conditions shall apply ``P� _� " RAFTER TO TOP PLATE TOE-NAILED 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS UPLIFT, IN TABLE 3. Design Criteria-Section R301.2.1.1. See Table R301.2. 4 A for Wind-Born Debris 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANDCHOR BOLT SPACING SHALL NOT EXCEED THE g ( ( ) to all work performed on this project. Protection Fastening Schedule For Wood Structural Panels �4 -- , CEILING JOIST TO TOP PLATE TOE-NAILED 4-8d PER JOIST LESSER OF THE TABULATED. 9 ) 2. The Contractor shall verify oil conditions at the site. Any �... 3. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 130 MPH, discrepancies must be brought to the attention of the Architect CEILING JOIST TO PARALLEL RAFTER FACE-NAILED - 9-16d EACH LAP Live Load-Section R301.5 prior to commencement of construction. The Contractor shall be Light and Ventilation-Section R303 responsible for corrections not reported once he has started work CEILING JOIST OVER PARTITIONS FACE-NAILED 9-16d EACH LAP Minimum Room Area-Section R304 except for hidden job conditions. z COLLAR TIE TO RAFTER FACE-NAILED' 6-8d PER TIE Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and o Sanitation-Section R306 equipment incorporated in the work will be new, and that all work _ BLOCKING TO RAFTER TOE-NAILED 2-8d EACH END Toilet Bath and Shower Space-Section R307 will be of good quality, free from faults and defects for a period Glazing-Section R308 of one year form the date of the final Certificate of Occupancy. TRIM BOARD TO RAFTER END-NAILED 2-16d EACH END Garages and Carports-Section R309 4. The Architect shall not be resrionsible for the construction means, Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety WALL FRAMING Means of egress-Section R311 precautions and programs in connection with the work, and he TOP PLATE TO TOP PLATE FACE-NAILED 2-16d (SEE NOTE 1) PER FOOT Landing-Section R311.3 shall not be responsible for the contractors failure to carry out � Ramps-Section R311.6 the work in accordance with the construction documents. The TOP PLATE AT INTERSECTION FACE-NAILED 4-16d JOINTS - EACH SIDE Stairway-Section R311.7 Architect shall not be responsible for the acts or omission by Handrail-Section R311.7.8 the contractor No changes shall be made in the documents w 2-16d 24' O.C. Guards-Section R312 STUD TO STUD FACE-NAILED and/or the building as designed without the expressed written a Smoke Alarms-Section R314 consent of the Architect. HEADER TO HEADER FACE-NAILED Carbon Monoxide Alarms - R315 16d 16" O.C. ALONG EDGES 5. The contractor and all subcontractors shall maintain continuous Foam plastic-Section R316 2-16d PER 2X4 STUD insurance coverage statutory policies (Worker TOP OR BOTTOM PLATE TO STUD (END-NAILED) Flame Spread and Smoke-Section R315 Compensation, etc. and general liability in an mount not Cn 3-16d PER 2X6 STUD Insulation-Section R316 P ) g y z cfl 4-16dPER 2X8 STUD Dwelling Unit Separation-Section R317 less than $ 5 million and automobile liability and damage o Moisture Vapor Retarders-Section R318 coverage not less than $ 2 millicri. The Architect shall be in FACE-NAILED 2-16d (SEE NOTE 1,2)1 PER FOOT Protection Against Decay-Section R317 named insured on any and all policies. > Protection Against Termites-Section R318 6. Provide 0.025" of a meatal shield, other than aluminium, over fibrous ch FLOOR FRAMING Site Address-Section R319 insulation at all perimeter sills. r JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED Accessibility-Section R320 7. All wood in contact with concrete or masonry to be Wolmonized 4-8d PER JOIST Elevators and Platform lifts -Section R323 or pressure creosoted. BRIDGING TO JOIST TOE-NAILED 2-8d EACH END Flood Resistant Construction-Section R324 8. A single station smoke detector alarm device shall be installed in each bedroom, on all floors and shall be all interconnected per code. BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3-16d EACH BLOCK Foundation-Chapter 4 9. All bathroom without operable windows to be mechanically ventilated 3-16d EACH JOIST Design based upon presumptive load bearing values of sandy gravel and or gravel as per New York State Code. LEDGER STRIP TO BEAM FACE-NAILED at 3000 pounds 10. Heating to be designed to provide 70 degrees F. with outdoor 3-8d PER JOIST per square foot. Contractor to consult Arcitect if different soil materials are designed air-temperature of 0 degrees F. and 15 MPH wind. JOIST ON LEDGER TO BEAM TOE-NAILED found upon excavation, 11. All electrical work to be in occordance to the rules and 0 BAND JOIST TOJOIST END-NAILED 3-16d PER JOIST or test hole, for alternative footing and foundation wall design. regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is to be presented to the Owner at the completion of the job. N BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 3-16d PER JOIST Foundation Notes: 12. Plumbing Installation to comply with State and Local codes (- ROOF SHEATHING 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing and the sewage disposal system to meet Health Department standards. Lli 0 8" poured concrete foundation wall, 8'-0" high, 3000 # test 13. Do not scale drawings. Use figure dimensions only. STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16" OC 8d 6" EDGE / 6" FIELD Minimum depth-Section 403.1.4, 48' minimum coverage to top of footing 14. All work to conform to the rules and regulations of the New York N Energy Conversation Construction Code. All glazed area to be double 16"x8" poured concrete wall footings, 3000# test glazed and all exterior door to hove insulated cores. GABLE ENDWALL RAKE OR RAKE TRUSS W10 GABLE OVERHANG 8d 6" EDGE / 6" FIELD 2-1 3 4"x11 7 8" Microlam Girder or 3 1 2"x11 7 8" Power Beam / / ( / / ) 15. The insulation protection as indicated on these plans exceeds W 0 W Sd 6" EDGE 6" FIELD 4" poured concrete floor slab with 6x6x 10 mesh and vapor barrier z 0 Damp proofing at exterior foundation below grade-Section R406 16. These drawings and specification are instruments of service and GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL OUTLOOKERS # P the Code's minimum standards. 8d 4 EDGE 4 FIELD property project for GABLE ENDWALL RAKE OR RAKE TRUSS W LOOKOUT BLOCKS 30"x30"x12" deep poured concrete column footings, 3000# test shall remain theof the Architect whether the 0 CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT which they made is executed or not. They may not be used Q CEILING SHEATING Deck and porch flootin s as noted, 3000 test, p g # 48" minimum buried depth on any other project except by written authorization of the Architect. GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD 17. Architect has not been retained for site supervision, on-site 0 V Foundation wall to extend a minimum 8" above finished grade inspection and certifications as required or requested by the Owner, WALL SHEATHING All footing to be carried down to undisturbed soil contractor or local building department. No footing shall be set higher than a 30 degree angle from any other footing STRUCTURAL PANELS STUDS SPACED UP TO 16" OC 8d 6 EDGE / 12" FIELD Pour no concrete on frozen ground or in freezing water. O Provide 3 1/2' steel lally columns. Q Backfill shall not be placed against the wall until the wall has sufficient UPLIFT - CONTINUOUS PATH CONNECTORS strength and has been anchored to the floor above, or has been sufficiently CC braced to prevent damage by the backfill (Section R404.1.7.) USE SIMPSON STRONG-TIE CONNECTORS G " Floors - WFCM Prescriptive Method. FOLLOW PRODUCT SELECTION GIJ!DE AND z GYPSUM WALLBOARD 5d COOLERS 7 EDGE / 10 FIELD Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. INSTALLATION MANUAL FOR HIGH WIND RESISTANT Draftstopping - Section R502.12 CONSTRUCTION CATALOG C-H1h'02 � W Fireblocking - Section R502.13. z Q ANCHOR BOLTS IN FOUNDATION USE: Floor Construction: SSTB28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie LLJ 3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING 0 V 1 Floor joists: see Foundation and Floor Plans, spacing as noted. U210 2X6 I Fasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE: W AT EACH RAFTER 2-2x6 ACQ sill with termite shield and sill seal. LTP,I. 16" O.C. AT EXTERIOR PERIMETER Q 4Y Finish floors per agreement. ANG GARAGE/HOUSE COMMON WALL 4-10d x 1 1/2" 1� FLOOR SHEATHING Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END Ir Wallfromtng and finishing shall be nailed and or screwed in accordance with GARAGE STUD GARAGE SILLPLATE USE: STRUCTURAL PANELS WFCM, Table 2 and Section 4 NOTE: SSP CONNECTOR AT 16" O.C. 1' OR LESS 8d 6" EDGE / 12" FIELD 1x6 fascia, wrap USE (4)-8d NAILS AT EACH Etli� Overhangs as noted. ATTACH LEDGER TO FRAMING GREATER THAN 1" 10d 6" EDGE / 6" FIELD Vinyl vented soffits. RIM JOIST TO STUD CONNECTIOri USE: MEMBER WITH 2-1/2" X 5" LAG Alluminum gutters and leaders. Siding: see Elevations. Tyvek housewrap. MTS 36, 16" O.C. BOLTS AT 16" ON CENTER 1/2' plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. USE (4)-8d NAILS AT EACH ENO 2x4x Studs 0 16' o.c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE: 1/2" Gypsum wall board MSTA 36, 16' O.C. 5 8"T e X GWB in USE (4)-8d NAILS AT EACH ENS) O / yp garage. (2) layers �' GWB at fire partition Simpson Strong-Tie 1/2" MR GWB in wet areas RAFTER TO STUD CONNECTION USE: p g r" At least one window in each sleeping room shall comply with the exit reqirements MTS 36, EACH ROOF RAFTER U210 2X6 O of section R310. USE 8 16d NAILS AT EACH END N Note drilling and notching limitations in figure R602.6(1) for bearing walls and RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST g z figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER2" 0SIMPSON STRONG - TIE Follow exterior corner framing detail figure R602.10.5 4-10d x 1 1/2" DECK POST TO CONCRETE CONNECTION USE: 1 1 /4 COIL STRAP - Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles PBS44A FOR EACH POST 16 O.C. USE 4-8D shall have minimum of six (6) fasteners per shingle (section R905.2.5) NAILS AT EACH STUDUnderlayment application (Section R905.2.7.)nailing see table 3.8 DECK POST TO GIRDER CONNECTION USE: SIMPSON For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- PC44 FOR EACH POST < J MIN OVERLAP IS 12ANCHOR BOLT" SIMPSON H-8 USE W/ONLY 5 (14") percent slope), o _J 5- 8D TO STUD ONE SILL � BP-3 PLATE GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie Tie 4- 8D TO PLATE PLATE IN up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), p g- MTS12 ® EACH JOIST U210 2X6 (EVERY STUD) STUD TO SI 7" MINIMUM EMBEDMENT underlayment ;,. (SEE ANCHOR SCHEDULE, shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PORCH POST TO DECK USE: ON DWGS A-3.1 AND A-3.2) ATTACH T PS720 (ALIGN WITH JOIST BELO','r') o.. AT EACH DECK/PORCH JOIST underlayment felt layers with and starting at the eaves , fastened sufficiently to .�, SIMPSON hold in place. PORCH POST TO GIRDER USE: PS720 r' • 5 » Starting at the eave , apply 36- inch wide (914 mm( sheets of underloyment, o" /8 HDU PORCH ROOF RAFTER TO GIRDER USE: CZa, overlapping H2.5A AT EACH ROOF RAFTER •s (14) SDS Y X 3' WOOD SCREWS o successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-10d X 1 1/2„ „ ° 7" MIN EMBEDMENT For roof slopes of four (4) units vertical in (12) units. (, N �• ;• TYPICAL PORCH D E C K LEDGER (SEE FOUNDATION PLANS A-3.1 AND o Ice Protection (Section R905.1.2) A-3.2 FOR LOCATION) Underla CONNECTIONS- .0 ° • yment in High wind (Section R905.1.1) °.'D• (MINIMUM DOUBLE STUD) o O Al M 'D ap °•D' s° •Q . SIMSON STRONG - TIE g (Section R905.2.8) VJ Flashing A o •a�•eD D ,I „ " » Chimney and firespaces - Chapter 10 STU Y2 BEARING PLATE e 1 1/4 COIL STRAP - 16 O.C. Energy Efficiency - Chapter 11, see attached report • • ' D ° •'o °•' a y� a °• Mechanical - Chapter 12 DOUBLE 2X MIN. o, ..° e a, 1 a, a USE 4-8D NAILS ® EACH STUD, o . ace a ° General Mechanical System - Chapter 13 FOR HEADER OR 'f'J D' ^ n , e D • D d D . D . D se I�, e n Heaitng and cooling equipment - Chapter 14 BEAM ° °. .r Exhaust Sustem - Cha ter 15 > D D D .'°a A. , c •;�, �,o, a,,;11�s,, D' s D Duct System - Chapter p 16 .� z D D D 10 DD. °• ' DOUBLE TOP PLATE MT . S30 ROOF RAFTERS Combustion Air - Chapter 17 Simpson Strong-Tie _ e ° o ��„ Chimneys and Vents - Chapter 18 AC4 a71 '��` Q �"< SSP Plumbing - Part VII AT EACH POST o D � , . SEE PLAN 1 3/4" IMUM ° e.°4° ,n . Flood Zone - 301.2.4 . '^ C n EDGE DISTANCE x•44 9' ° HEADER nV,♦ W : ) W FLOOR TO FLOOR ° °• LSTA21 ° Simpson Strong-Tie U CONNECTION KING STUDS CS20 1'/a" COILED Y2" THREADED ROD STRAP. MIN 12" REQUIRED FOR STU 1/2 L JACK STUDS OVERLAP AT EACH C L SIMPSON STRONG - TIE dV STUD SIMPSON STRONG-TIE Cn 1 1/4" COIL STRAP - H2A AT16" O.C. USE 4-8D SIDE ICOVER CNW NUT COUPLER -- �{ EACH ROOF � o `V NAILS AT EACH STUD RAFTER USE 8-16D I � 0 MIN EDGE MIN OVERLAP IS 12"' NAILS AT EACH END, JACK TO SIL ®® b DISTANCE* 12" MIN OVERLAP PER RT2.5 COMPONENT ° c:'t >. ti .::• .'..� SHEET STUD TO ROOF RAFTER °A .:d::.. ° MIN EDGE No. STHD8 :. ;4 ::P :$; CONNECTION FLOOR TO FLOOR Simpson Strong-Tie DISTANCE* WRAP UNDER SILL PLATE TYPICAL STRAPPING FORAB *NOTE: SEE MANUFACTURERS MIN. OVERLAP IS 12" CONNECTIONS- AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR SILL PLATE TO RIM JOIST AND FRAMED OPENING EXTERIOR WALL CANTILEVER CONDITION INSTALLATION _ � RIM JOIST TO STUD CONNECTION WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS