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HomeMy WebLinkAbout49480-Z of SOUTya`o Town of Southold * P.O. Box 1179 S. ,oi 53095 Main Rd UNn Nf�` Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45756 Date: 11/18/2024 THIS CERTIFIES that the building ACCESSORY-NEW STRUCTURE Location of Property: 905 Willow Dr East Marion, NY 11939 Sec/Block/Lot: 22.-5-12 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 05/08/2023 Pursuant to which Building Permit No. 49480 and dated: 07/14/2023 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory pool house/cabana with cooling only unit, outdoor shower and outdoor kitchen area to an existing single family dwelling as applied for. The certificate is issued to: John Bletsas , Kathy Bletsas Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-23-0069 ELECTRICAL CERTIFICATE: 49480 8/29/2024 PLUMBERS CERTIFICATION: 49480 5/9/2024 tho ' Si ature 3rr' TOWN OF SOUTHOLD aosuFeot�c BUILDING DEPARTMENT o TOWN CLERK'S OFFICE N Z' "may • 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#: 49480 Date: 7/14/2023 Permission is hereby granted to: Bletsas, John 37-20 58th St Woodside, NY 11377 To: Construct an accessory pool house/cabana with cooling only unit, outdoor shower and outdoor kitchen area to an existing single family dwelling as applied for per SCHD approvals. Pool house/cabana shall not be heated as per Southold Town Code. �i4nended 871�5%2-4 minor alferation's`a�pro�ec At premises located at: 905 Willow Dr, East Marion SCTM #473889 Sec/Block/Lot# 22.-5-12 Pursuant to application dated 5/8/2023 and approved by the Building Inspector. To expire on 1/12/2025. Fees: ACCESSORY $238.00 CO-ACCESSORY BUILDING $50.00 ELECTRIC $100.00 Total: $388.00 A2) Building Inspector o�SUFFotK o TOWN .OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE Wo . 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#: 49480 Date: 7/14/2023 Permission is hereby granted to: Bletsas, John 37-20 58th St Woodside, NY 11377 To: Construct an accessory pool house/cabana with cooling only unit, outdoor shower and outdoor kitchen area to an existing single family dwelling as applied for per SCHD approvals. Pool .house/cabana shall not be heated as per Southold Town)Code. At premises located at: 905 Willow Dr, East Marion SCTM #473889 Sec/Block/Lot# 22.-5-12 Pursuant to application dated 6/8/2023 and approved by the Building Inspector. To expire on 1/12/2025. Fees: ACCESSORY $238.00 CO-ACCESSORY BUILDING $50.00 Total: $288.00 Building Inspector pF SO(/T�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlin(ci-town.southold.ny.us Southold,NY 1 1 97 1-0959 D�yCOU�'�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: John Bletsas Address: 905 Willow Dr city:East Marion st: NY zip: 11939 Building Permit#: 49480 Section: 22 Block: 5 Lot: 12 -WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Instone Electric License No: 66421 ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool House X New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 13 Ceiling Fixtures 3 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 9 Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 16 CO Detectors Sub Panel 100A A/C Blower Range Recpt Ceiling Fan 3 Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt 1 Emergency Strobe Heat Detectors H Disconnect Switches 9 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, Mini Fridge, DW Notes: Pool House �\ ^\ Inspector Signature: —= Date: August 29, 2024 S.Devlin-Cert Electrical Compliance Form Copy POOL N c,v,f Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 � Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD -CER.TIFI.CAATION Date: 5/q 2`-'I(_. Building Permit No. Owner: (Please print) P,lumber:._. t���f +�=�. ,j �N�✓ 12�L� (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of h0A\j 20D00 � r Notary Public,, Gatsttty DARCEE AUFENANGER NOTARY PUBLIC,STATE OF NEW YORK Registration No.01A00019644 Qualified in Suffolk County Commission Expires January 9,2028 i #apF SOUIyO# N � TOWN OF SOUTHOLD BUILDING DEPT. '00m, 631-765-1802 qlq�v INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND 9SULA :FAULKING [ ] FRAMING /STRAPPING ( FINAL [ ] FIREPLACE &.CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ "] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: o--IN04 DATE INSPECTORA L/ OE SOUly�lo l l 9�✓S -- f # TOWN OF SOUTHOLD BUILDING DEPT. G,�O • �O `y000rrn,��'' 631-765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE �� INSPECT OF SOUlyO� # # TOWN OF SOUTHOLD BUILDING DEPT. coutm, 631-765-1802 INSPEC ION ] FOUNDATION 1ST [ ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION . [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: K.11,10in �vkk DATE INSPECTOR ` of souryO� TOWN OF.=SOUTHOLD BUILDING DEPT. cout, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ "] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ .] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ -] CODE VIOLATION rl PRE C/O [ ] RENTAL REMARKS: o G ou DATE - L INSPECTOR H,qLIW Address: Road-�}n'rt3A,'M ttituck NY11952 A M P Arch itectu re Phone:(631)603-9092 Design + Build D � U August 13,2024 Bletsas Residence AUG 1 6 2024 905 Willow Drive East Marion NY 11939 SE LDPWDEPT. Tax map #1000-022.00-05.00-012.000 TOWN OF S®LI'M011P To Whom It May Concern. Based on my inspection at the above address the foundation,framing,strapping, and sheathing at the pool house were installed per the architectural plans and meets NYS Building Code. Please contact our office if you have any questions. Thank you, Anthony Portillo, RA, LEED AP ��Gj ��X < �F N�� Page 1 of 1 90 WILLOW DRIVE EAST M A R I O N Pool House Photo Report AM PArchitecture Design + Build .J BVn,nU4G DE1 T' Foundation v a . o t_ _ { 3 � R . -:�'.,� �- :� - - w�` may{.' � `.�=a ,✓ ram: ! a � j 1 } a j y ` i AM P Architecture Design + Build Fra m i ng/Stra pp I n /Sheathin g g R sue/ s; t x c mot . Y AM PArchitecture Design + Build .f � ! Y rl i ( '"�j '� ` �� 'i , `Ifs, "- '•�-'� /'�: \ � 1 Pit Al 1 � Fra m i ng/Stra ppi n /Sheathin g g tow { k 5 f '1 A M P Architecture Design + Build Fra m i n /Stra in /Sheathin g pp g g t � _ �� tt " - r, n AEG � F ��124 BMI)ISG DVP,?T`T. AMP Architecture Design + Build _ __�_ - ; , -,- ��- � -- � . _<.y a� ,r,�. f; , ?. ,.,��-,:fib' ec _'.._ .. _ -.. ��� _� �, zca� i � 'Y� �- _ - � 1 �'+. � ��1 � � �11 �J�'��� .may - ,i i � ��� �'+`tv. \, �: .� ��,,�1{� � .k.. �.i �l: F';i ��F ��I � , � � .� ° RSA � � , .�� -, �i' z � it _�� ` �� t k. i. � . � � � � • i • FIELD INSPECTION REPORT DATE COMMENTS 'd \ FOUNDATION (1ST) y O� ------------------------------------ '1 C Un FOUNDATION (2ND) z ` 4 o 0 � o ROUGH FRAMING& PLUMBING O L INSULATION PER N.Y. — y STATE ENERGY CODE m FINAL ADDITIONAL COMMENTS — t 2 �4� 23 � l /��•l'y i• rtc Dlo o�� o N 1 No z ,W - � x Qd o�S%gfF04CIA TOWN OF SOUTHOLD—BUILDING DEPARTMENT h x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtoLAM.fzov Date Received APPLICATION FOR BUILDING PERMIT fill For Office Use Only PERMIT NO. I ` 1 V O Building Inspector: MAY ill 8 2023 Applications and forms must be filled out in their entirety.Incomplete applications will'not be accepted. Where the Applicant is not the owrier,an Owriee Authorization'form.(Page 2)shall be completed. , Date:05/05/2023 OWNER(S)OF PROPERTY: , Name:John_& Kathy_ Bletsas SCTM# 1000-22-05-12 _ _------ Project Address:905 Willow Dr, East Marion NY Phone#:g17-681-1953_ _ _ _ Email:'bletsas Bletsas lumbin com __ Mailing Address:905 Willow Dr, East Marion CONTACT PERSON: Name:AMP Architecture, Michelle Sara bia Mailing Address:PO Box 152,_Mattituck,_N.Y. 11952 Phone#:631-603-9092 Email:msarabia am _architect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony_Portillo__ _ Mailing Address:PO BOX , Mattituck, N.Y. 11952 Phone#:631-603-9092 Email:apprtiL1R@ parchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ANew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: DOther Proposed pool house with covered porch,pool house to be connected to proposed I/A OWTS $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property:Vacant Lot Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 Nonconforming this property? Dyes BNo IF YES,PROVIDE A COPY. H.Check Box After Reading: Theowner/contractar/design professional is►esponsible forali 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 Zane Ordinance of the Town of Southold,Suffolk,County,New York and otherapplicable Laws,Ordinances or Regulations,for the construction of bulldings, 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 building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal law. AMP itecture Michelle Sarabia Application Submitted tint Harney: ®Authorized Agent ❑Owner Signature of Applica t: Date: US(p5 2 3 STATE OF NEW YORK) SS: ,COUNTY OF Suffolk ) Uw 1 l.P being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the, Agent (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 n < day of 1 Y l ,20 d-3 „iNo�ry Public ` g'(ATE op''., Deborah OdOWSM .` ''•; Notary Public,State of New York WTMW Na01OR6280392 .L PROPERTY OWNER AUTHORIZA11.0i "a ,s Qualified in Suffolk County (Where the applicant is not the owner= ,, ;Y?P',%% CommissionExpims03113l20 I, %104.1 hsTS A6L residing at do hereby authorize to apply on my behalf to the wn of Southold Building Department for approval as described herein. daI zo 3 � Owner's Signature Date J D i�} � � �5►1�tA Print Owner's Name 2 sUFfOL,r1.C' BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD y z Town Hall Annex- 54375 Main Road - PO Box 1179 �+ Southold, New York 11971-0959 woyh0� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrCcDsoutholdtownny Qov - sea nd( southoldtownny.cloy APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: ) .7. Company Name: E\--eC7 ,C k C Cory Electrician's Name: 54,atu r) to S--�oY,e _ License No.: tAZ:,- Elec. email: 5\oneP S+one NLe c Cr�C , oe k Elec. Phone No: SI I request an email copy of Certificate of Compliance Elec. Address.: C( (H �oC�u r) 5 • �14Ir � r) o \� �,�;. i 17 35 JOB SITE INFORMATION (All Information Required) Name: Z��e-TG A S Address: 305 DV. MRr- 10-0 Cross Street:41 Phone No.: Bldg.Permit#: HCH 1�0 email: Tax Map District: 1000 Section: a a Block: 05 Lot: i BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: I 5e Circle All That Apply: Is job ready for inspection?: YES ❑ NO RfRoughYIn� ( 2I ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued,On Temp Information: (All information required) Service Size�1 Ph❑3 Ph Size: \CEO A # Meters Old Meter# V['New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect EZUnderground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? M Y DN Additional. Information: PAYMENT DUE WITH APPLICATION - F I� OLN- � �C7 PERMIT t4 Address: Switches Outlets G F I's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator 0 ombo Cooktop Transfer 4C AH Hood Service Amps Have Usec )pecial: :omments PERMIT# ygy 43 O Address: Switches Ea'i;T M P k o w� Outlets GFI's e{ Surface 3 Sconces H H's b UC Lts Fridge 1 HW POOL Fans 3 Mini Fr. 1 W/D Panel Pump Exhaust l Oven Sump Heater Smokes O DW Trnsfmr Generator Salt Gen. Carbon O Micro GrbDis Water Bond Heat a Pucks ERV Lights Inst Hot DeHum Transfer HOTTUB/SPA Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service '- Amps Have Used Sub 1 Amps kop Have Used Comments A ff CERTIFICATE OF LIABILITY INSURANCE DATE(MM5/o ova THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE-DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the.certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL,INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT DKM insurance Agency Inc. PHONE - FAX One Rabro Drive,Suite 11 cLo Ext• AIC No: E-MAIL coi@dkminsurance.com Hauppauge,NY 11788 ADDRESS: INSURERS AFFORDING COVERAGE NAIC It INSURER A:CONTINENTIAL CASUALTY COMPANY 20443 INSURED INSURER B:REPUBLIC FRANKL N INS CO SWEENEY'S POOL SERVICE INC. 1NSURERC:UTrCA CiALTYlRTSRIN$Cd 1740 CHURCH STREET INSURER DC HOLBROOK, NY 11741 TMPro INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE_FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LT, ADDL SUER POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER MMIDD MMIDDIYYYY LIMITS COMMERCIAL GENERAL LIABILITY 7038677184 EACH OCCURRENCE $ 1,000,000 A Y Y 1/08l2024 1/0B/2025 DAMAGEi RENTED CLAIMS-MADE R TU OCCUR PREMISES Ea occurrence $ 300,000 CONTRACTUAL WED EXP(Any one person) $ 10,000 LIABILITY PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2.000,000 POLICY K JECT LOC PRODUCTS-COMP/OP AGG $ 000,000 OTHER: AUTOMOBILE LIABILITY 5619571 1/08/2024 1/08/2025 Ea acziNdeO SINGLE LIMIT $ 1,000,000 1 x ANY AUTO Y Y BODILY INJURY(Per person) $ B OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ X HIRED NON•OWN AUTOS ONLY X AUTOS ONLY PROPERTY DAMAGE LY Per accident $ $ X UMBRELLA LIAB X OCCUR 7035067550 EACH OCCURRENCE S 4,000,000 A EXCESS LIAB CLAIMS-MADE Y Y INCLUDES AUTOMOBILE 1/08l2024 1/08/2025 4g00.0 AGGREGATE $ DED IX I RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY 5619572SE TUTS ERH ANY PROPRIETOR/PARTNER/E YIN XECUTIVE 1/08/2024 1/08/2025 O OFFICER/MEMBER EXCLUDED? [N] NIA Y E.L.EACH ACCIDENT $ 1,000,000 (Mandatory In E.L,DISEASE-EA EMPLOYE $ 1,00,000 It yes,describe under und DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ Disability DBL470388 8/08/2023 8/07/2024 Statutory Limits CONTINOUS UNTIL CANCELLED Contractor's Tools 7038677184 1/08/2024 1/08/2025 $100,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached Ir more space Is required) Marrcon Development Corp,Owner and other defined entities are named as addiitonal insured on a primary and non-contribuatory basis for ongoing and-completed operations for General Liability,Automobile, Umbrella/Excess Liability and Workers Compensation,endorsement attached. 30 days Notice of Cancellation will be given to Marrcon Develpment Corp for each policy,endorsements attached CERTIFICATE HOLDER CANCELLATION Marrcon Development Corp SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 137 Glenwood Road THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Glenwood Landing, NY 11547' ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE B eth.9�lafvl,�i�o•w ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD _ veep ,,fir.V� ` LL ,�r�� �eo 4p�•i SEEATTACHED SPECIAL CONDITION, GRADING PLAN AND/OR PLO/SURVE \ '.°b�.�°aP"m.-wv�rm`Ye-e.�-0�end. °°b�" m•wabrmo.ed mde.F�ae. �S''��.i��I,.G, �''!��';+7y r,-y�' �i%W�� ,7 WELL AND '",a.r�°�CCC ..P"oaeT.•.wur .e.wd..e... r ,t .��ti- vg aa. ry v.v b•..w b d�-'�e""' �- ' a" %' 1 �r + e L, ' \�F; SHOWN O Ke"�'s•:,r..bmwd'"..�`"" w+a�.a"�""e.b"w.�� f'j F e, `� � �r i'�l�'-i�»iif'•� '``y 1c�1`3��.� 1 ` � _ ��>.o. �y`d®i0dw°'�.odwsb'•w � m� ..arm "'.° 4 /F� tl°Iw' p\�� � !�>�,:�"� � �•a.mb-.....b..w:rb ems - \' �c91_A'.t.?3�"'°'!.•r ��- �\ `\ mw'l e.wYra, wi .eemu i tYiGC+DS �i�: ( •a7d � `\ ` Y N a u N e swn o�Vir.�..a.w�.D wmba w 1''1�'*F"fF73 4 f i i S .• t.rlin.s must b.infwctdW tM ,�.�r w•mr w . 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TOIAL N¢/.CP MNR.N IOfLW9lMlE MLN®-]01 �\ 1� �jj- ql QJI M�RkwT1CRr / .��••-•....r•�.vm.m>rd.4sl.�eba� aR��PAnor iDma sP. saA � i 4i 51 r�.r"�-�bm�• ���,adre.-..r.d...ab.. pem• 1� �\ 'r �� ��� � � i aa�w�r�..rd mr��w re-�w� w�,ps.,do�..es++m...°'r�v�w.a•..� .rwarn-ea«nri'ruma+ A m�,.s Fmuso�m.�a'Tw�x ar i— i i �. .wt•sxyia+1 I 1 �yw da•�a-way-mwon•r�°• w'••J ass«ear ae�nras # y�� / , ___� nl eix4L INaLYro /'` ' �-u�.npow�a��Y tl:• mxuu,sv nRlrleD ox me � �f I L o�o� wBLNs v/e�R• � �ru�nw�itipW���• - _� Jy�d' / ' ��®� �eMK2 GRAB tL•AD ' n um •r"eibi-o4elaob�otivt�bt•uvtlKO- �• j I "yp�d'` ____-__ —____1 '.r...F�O-•°w wn.ru�q•�� rvx moP.eau® PROJECT: wim me..m.ro ' s"1 y v— i f ermNPa� `\ I 1 BLETSAS I SEPTIC •�wm.o....�Pe ado-. ��� 1 i� rvQ iIs— 1 905 : WILLOW DRIVE e'' l w"�ia'o EAST MARION•N.Y.11939 Li epr�i mab+P^r.s m•a wobaw rp.t r i Y iafMAlP ro ` I 1 ^b"` DRAWING TITLE: Pn w OTES 1 N •C:.wr.�e '-¢^W. — wn - by i 11.•tn t.uvowr ,v r , SITE INFORMATION SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL O I I SITE PLAN H.S.REFERENCE NO.:R-23-006-1 OG Q I `�j1 le I ggg PAGE. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES SP-101:oo PERMIT FOR APPROVAL OF CONSTRUCTION FOR A _ % y SINGLE(EAMILY,-RESIDENCE AND -_-_- -L-_i� — DATE OTJOT/23 ioF2 1^rah?�Poof�hause o�.,"eowHu �c.,.m� -- —-—-—-—-—-—-—-—- --- �euo DATE 3/27/23 S. R-23-0069 pED JpJ�� WILLOW DRIVE o aw APPROVED [/ Nr.xA oraTa Deslgn Professional's[ertifption Requiretl. Q� q� _ r TOTAL MAXIMUM BEDROOMS 7 tnr,.eTx.fawn svbmrt P.E.orRAeertiRotion For mein:ranaTionane eonNrvcbon orebe sma¢e Di:Po:ai sntem - t EXPIRES THREE YEARS FROM DATE OF APPROVAL m�ro'�O eeTwew�uR'' UseF,—M-07' SITE PLAN '�FOFNEdy�e w.rNnReR,a.IQ SEPTIC PLACED 1 BY LOCATION *SHOWN ON ALL ELEVATIONS REFER TO NAVD88' DATUM ORDNAL SURVEY II OF LOT 13 1 y�'• �vE THE SEPTIC 1 BASED ONI LIBERNGS HIO 072 PAGEWN NO3R3 AE rF' .� ���� 1 I 1 ❑ i LJJ z ' 3�'C TAX LOT 14 `. Jo o Q z J SEPTIC PLACED TAX LOT 15 g BY LOCATION O i 1 1 * L N o v SHOWN R 1 Q u ORGINALOFF SURVEY OF LOT 13 SEPTIC > c "C 0 � n 1 O o�c z 1 m7o A N ��• eUn WILLOW DRIVE ELECTRIC L JELECTRICO EIOx (50' WIDE)BoxTC 33 64 BC J}JO TC 3J.57 TC 339i TC M63 BC 33.72 TC 34H o 20 BC 3J.58 BC 3363 BC 3420 T .^ OOJC94TC 33 69TC 33.67 TC 33 97 TC 3397 TC J4.11 TC 34.3)BC 3328 BC 33 Q BC 3357 BC 33 63 BC 33.81 CONC. CURB C OJti _ S61 20 00' E+ + 181.00' + 0 10L.` i y ELECTRIC o + + -� 80X +yy° 6. , CLF W IN FEN. EOC FND tQy �O' `� FND 3.6'4 PIPE ,ems' z 3 FNDPIP i 7'� 4.4' 314.99' o -►0.2' I oar owe + p C ova � / O CV U_ aot 00 i I 3 / > w +a° 1.8 K W <w VACANT LOT ma SEWER METHOD - NONE WATER METHOD - NONE F VACANT LOT + I \ N DWI IMPROVED rJ FM LOT 11 I FM LOT 12 6.5 ' TAX LOT 11 TAX LOT 12 I' 'L— —_ N j Y FM LOT 13 TAX LOT 13 P, O =m W z \ O r7 ��� a h O A.> mop O N _I oar C4 Q ,�,P3 +4 Z O 04 U) s U p IZ L6 Q O a I 00 w�4 O (D O Nwz WELL X O w 176.5' Q N Ld 1 N L > c< WELLS PLACED U 3 z BY LOCATION O N bi z-4 o f e I WELL SHOWN ON I > o + ORGINAL SURVEY cV ft� N v. p + +^PRF+ + O OF LOT 13 V z Q 142.1' ::) y i + FND O z U mgp PIPE,000 x � ji1r� �'�' O m Ld s o Q "o= C 7 LF I a A\yo ` `rS'f 9� I 0 Odd a I a zo a a 0 o 4 p `aG VACANT LOT �01,6, ♦` 9�O�q%, [LLJ w W W crp�c ` I I.L�Nw �z W Z� omz r I +� �,� o Q 0 Do SYMBOL LEGEND �`pT +a W— Q 0� o El MONUMENT FND ® MANHOLE TEST HOLE sOL9l�f Yv��o �=I 0< ~U\(/) O� u>3 0 I.P. /I.B. FND 0 "A"-INLET TREE `r ��' O J Q W\ 0 I.P. /I.B. SET "B"-INLET SHRUB �O'. I L0 1— O z� c 30}55 SPOT ELEVATIONS YARD INLET BOLLARD I m 3 w 0 CC)-) a � 3 UTILITY POLE YARD INLET ® WETLAND FLAG �0) — Ld —� o GUY WIRE ® ELECTRIC METER CANT. CANTILEVER ` 0 Q �J i UTILITY POLE W/LIGHT © GAS METER FE.FENCE > Q� a �UU f'A = w ALL Y'Y ❑W WATER METER MAS.MASONRY FND u, '4,^^ LIGHT POLE F o W SIGN M GAS VALVE PLAT.PLATFORM + p E LL 1 -� o c PVC FENCE (PVC) wV W.W. WINDOW WELL -►O/A '^ _ �� o z —v- STOCKADE FENCE (STK) �4 WATER VALVE B/W BAY WINDOW o V, Q z GRAPHIC SCALE -X CHAIN LINK FENCE (CLF)O/H OVERHANG C/ECELLAR ENTRANCE (FOR HEALTH DEPARTMENT USE ONLY) 30 0 15 30 WIRE FENCE R/O ROOF OVER bi o F FIRE HYDRANT D.C. DEPRESSED CURB Z A/C UNIT ® CROSS CUT G.O.L.GENERALLY ON LINE A STAKE o. o�> Fri0 O/L ON LINE 1 �' NOTE' NOTE: LOT AREA w way ( IN FEET ) * ALL ELEVATIONS REFER TO NAVD88' DATUM NO VISIBLE WETLANDS WITH IN 300' WELLS AND SEPTICS SHOWN ARE BASED 40,133.58 S.F. 3 I inch = 30 ft. OF SUBJECT PROPERTY ON PREVIOUS SURVEYS. 0.92 AC. 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YY a]G1aYe¢.t�. (t-d I gR, � I DATE:OT/30/3e SOF2 POOLHOUSE �Auraem �h4.' 11 \\ I _-— _- __ —__-___-__--_-__:�_—_ Date ww4 H.S.Ref.No Rsaooav 'Q The sewage disposal and water supply taegmes ai this locatlon have been "" °r• Inspeatedanwor oettl6td by this Depattlnenl or other ageneles and found WILLOW D R I V E eos d ` to besatisfaetory FOR TOTAL MAXRWM OF Tq sEDRODNS a✓aa ow.xm. QS2 44&!L^ i. n leTl wl]1oo pt Craig Knepper,P.E.,Chief r wd "" 517E PLAN �fepPNea`° Office of Wastewater Management .aaweewaTawae,ro«a .•..,I•.o v E C E W a 0 CT - 1 2024 Building Department TOwn Of Southold SINGLE LINE DIAGRAM w MAIN ELECTRICAL ZERO SETTING ON FF PANEL AT DWELLING INDICATOR INDICATOR CIRCUIT DEMOTION o .6 m a MAIN BREAKE32 -m f X u N INDICATOR a` f8 CIRCUIT ROM 7-AM LOG -1 OUTPUT CIRCUIT 4- U TIME N r AG(DC) INPUT POWER SUPPLY ONE—CHIP MICROCOMPUTER RANOENNIT 41 m CIRCUIT 1 SELECTORS 0 + C I L 0) DEDIGATED,50 AN.P /� () SINGLE-PRASE 1 CL Q CIRCUIT BREAKER TO HYDIGAL SERVICE J TO HYDRO-ACTION PLC,CONTROL PANEL Q HYDRO-ACTION 511NOLE LINE DIAGRAM xras xrs m�/�um e.. e.wunvwmn •CLEAN—OUT DETAIL 9LM.l.N19 � IPA.�dVL�C S®n-LW I�Nr.E s 1�-,�.��' �•� J - e"m 4{ mn s r=' ii;'=�', PROJECT: ' =-- �Y•• BLETSAS SEPTIC �. 905 WILLOW DRIVE EAST MARION,N.Y.31939 .-_ �. -;:t1'" •l�.,a�I 1 is�.s �6�+ DRAWINGTRLE: POLYLOK 20"DIST.BOX DETAIL d.0 o",n/.' : N7RING DIAGRAM SYSTEM DETAILS SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL - - H.5. REFERENCE NO.:R-25-0069 h �r SP-102.00 DARE oyDT/za —H .ertmc«.u.u.. SEE ATTACHMENT(S) D Al- 00 Qt PROPOSED 5EPTIC 5Y5TEM DETAIL �rFOFNENyO swe.Nn Q 51NOLE LINE DIAGRAM w MAIN ELEGTRIGAL ZERO SETTING -4 w PANEL AT DWELLING IN INDICATOR DETECTION ; a NDICATOR NDICATOR CIRCUIT r a,>e MAIN BREAIER _m Z^0 S xya INDICATOR a E o CIRCUIT - ROM RAM LOG � OUTPUT 7 CIRCUIT H- -0 U POWER SUPPLY TIME m r AC,(DO) INPUT clRculr ONE-CHIP MICROCOMPUTER :%T:, T5 L + I U C OEDIGATEO,00 AMP •.•.•- _.-. (n SINGLE-PHASE CIRCUIT BREAKER I ELECTRICAL SERVICE C Q J TO HYDRO-ACTION PLG CONTROL PANEL HYDRO-ACTION SINSLE LINE DIAGRAM y •GLEAN-OUT DETAIL -+- ecrae. WIR _ �ww BLETSAS SEPTIC { 1 : 5'�jji= t• _� A.. r v'"�io°`aa® 905 WILLOW DRIVE �"C`�i'.t-- �"' .•�v-��•, �� -F, w.�na.v. name,. ;,, J: �p� EAST MARI0N,N.Y.11939 DRAWINGTTM1E: WIPING DIaGRaM POLYLOK 20"DUST.BOX DETAIL 5UPF0LK COUNTY HEALTH DEPARTMENT APPROVAL H.S. REFERENCE NO.:R-29-00611 Pace DAlEO]/DTro 20F2 Koa.a .m.reae.we.� mm:mw"awwairm".e �a EPTIG SYSTEM DETAIL erwu.N19 D ECEOWE OCT - 1 2024 Building Department 'town of Southold R APPROVED AS NOTED e� COMPLY WITH ALL CODES OF DATE I=6.P.# � NEW YORK STATE & TOWN CODES FEE:a • d� BY AS REQUIRED AND CONDITIO t NOTIFY BUILDING DEPARTMENT AT SpUTHOLD t©VYN 765-1802 8 AM TO 4 PM FOR THE -:� FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED ~w "`�....SOUTHOLDIOWNR�ANNtN�B FOR POURED CONCRETE 2. ROUGH-FRAMING,PLUMBING, SOUTHOLD TQ STRAPPING, ELECTRICAL&CAULKING 3. INSULATION ■��r�+ r*�'"�+r"r"N'Y.S.DEC 1 4. FINAL-CONSTRUCTION &ELECTRICAL MUST BE COMPLETE FOR C.O. ' ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. OCCUPANCY OR USE IS UNLAWLFUL PLUMBER CERTIFICATION WITHOUT CERTIFICATE r ON LEA D CONTENT CERTIFICATE OF OCCUPANCY OF OCCUPANCY SOLDER USED IN WATER SYSTEM CNNOT ,SUPPLY 21� OF 1 AL AD. EXCEED TRUSS PLACARDING REQUIRED PhUMBiN I �1L44',PLUMBING WASTE &V�ATER LINES NEED, TESTING BEFORE COVERING ELECTRICAL INSPECTION REQUIRED RETAIN STORM VlATEwri ` All exterior lighting p�,:.SUANT TO CHAPTER SO OF THE TOY�I'1 CODE- installed,replaced or repaired shall conform to Chapter 172. of the Town Code t 4 kd FAOE �J% < PROJECT LOCATION &SCOPE W It I "�i Z lk UJI _j T ? SITE PLAN & ZONING DATA .0% I-e _7' c*4 effl, GENERAL NOTES Lo As, f Ir 0) 0 j ENERGY TABLE Z) 41. ".. "'.,4 / . -- (0 DRAINAGE SYSTEM CALCULATIONS: f�ll .4 - 1 v d . ,- ram. _Y -s " STRUCTURAL DESIGN CHARTS Lo 4a 0 PROF. POOL HOUSE $ COVERED PATIO ROOF COVERAGE 51ro S.F. dip. 1co 51(o S.F. x 2" RAINFALL EVENT = 13(o CU. FT. STORAGE REO.'D 0) (05'0 x 4' VEEP DR)'NELL PROVIDES Ib&.958 CU. FT. STORAGE Ir HOLDOWN, ANCHOR BOLT, 0 c (o 0 01 x TOTAL lbbb& CU. FT. STORAGE PROVIDED STRAPPING, & NAILING DETAILS DRAINAGE SYSTEM INSTALLATION NOTES: , -;�. , ,--,,: 0 Vol, iN`,!"" ;.��e , , A MINIMUM OF 10' 5EPARATION 15 REQUIRED BETWEEN DRYNELL5 t FASTENING SCHEDULE ch :3 (0 WATER SERVICE LINE, UNDERGROUND UTILITY LINES, OTHER k, o 0 O DRYNELL5, SEPTIC COMPONENTS, LEAOHINC-7 FIELDS, 5EVqER SUBJECT PROPERTY ,,, FRAMING GRAPHICS COMPONENTS AND THE EDGE OF ALL FOUNDATION WALLS. C5 c C) V.- A MINIMUM OF 5' SEPARATION 15 REQUIRED BETWEEN DRYNELL5 4 BEAM CONNECTION PATTERNS < PROPERTY LINES. nl :2 0 • '4 FIREBLOCKING DETAILS Y 0, F CONNECT ALL GUTTER LEADERS TO NEAREST DRYNELL. ""e�. ' � " r r , ��';- , 'r v SEE AL50 DRYNELL DETAIL 1/6-001. Al. 04 SITE PLAN HATCH KEY: A- 1 1 .00 PROPOSED FOUNDATION PLAN t A ;v PROPOSED FLOOR PLAN PROPOSED ACCESSORY STRUCTURE 4 4, PROPOSED ROOF FRAMING PLAN 4 • u SITE LAYOUT NOTES: A-201 .00 PROPOSED EXTERIOR ELEVATIONS 1. THIS 15 AN ARCHITECT'S SITE PLAN 4 15 SUBJECT TO VERIFICATION BY A LICENSED LOCATION MAP BUILDING SECTION m SURVEYOR. THE INFORMATION REPRESENTED ON THIS 51TE PLAN 15 TO THE DESIGN DETAILSSCALE: NT5 4_j / v ARCHITECT'S BEST OF KNOWLEDGE. A-50 1 .00 DESIGN DETAILS + :2.SURVEY INFORMATION WAS OBTAINED \\ \ VACANT FROM A SURVEY DATED AUGUST 01, :2022 RISER DIAGRAMS LOT AND PREPARED BY: FRO�EGT S�OFE : 50ALICE LAND SURVEYING PROPOSED ELECTRICAL PLANS u \ \ ` JASON D LEADINrvHAM ul N.Y. STATE LAND SURVEYOR 5- 101 .00 PROPOSED STRUCTURAL PLANS U-) LIC. #05075b PROPOSED FOOL HOUSE WITH COVERED FORr-.,H Q TELEPHONE: (651) c`157-2400 cf) FOOL HOUSE TO BE CONNECTED TO PROPOSED I/A ONTS ?O*tA PROP. V-5 \I-V,� N�1� -72' 1 In (D WELLAGK 01, 5P` / or- -�O 0 FROJEGT DATA : NNI.." /13 c9vo &'(Px4' DEEP SST@\ \ Q FOOL HOUSE PROJECT ZONIN5 DATA LOT COVERAOE DRYNELL PROF. 4'4x4' oo-.22-05-12 DESCRIPTION (FOOTPRINT) AREA TAX MAP # 10 % LOT OF.j PEEP FOOL COVERAGE ZONING DISTRICT R-40 CONFORMING I TOTAL LOT AREA 40,155.0 S.F. // T \ LOT AREA O.C1 ACRES PROPOSED DNELLINO PV 5,0-Te.6 S.F. ;z SUFFOLK COUNTY HD APPROVAL R-23-006ci -7 BEDROOMS ATTACHED .2 CAR GARAOE PROP. FOOL // 1 Y_ I I EQUIPMENT // b b PROPOSED COVERED PORCHES a &OOA S.F. 2.0% PROPOSED DWELLING FIREPIT 4 ACCESSORY STRUCTURE REQUIREMENTS ' \ STONE BENCH PROPOSED FOOL HOUSE 545.0 S.F. O.q% SEATING SOUTHOLD CODE 280-1cl PROPOSED INOROUND SWIMMING --------- FOOL 800.0 S.F. 2.0% \ I I / UJ PROF PROPOSED POOL HOUSE ALLOWED PROPOSED COMPLIES PROPOSED OUTDOOR SHOWER 5'7.ct S.F. 0.1% -A of /1-5TRY IND. I - J1 Z�l - FOOL FOOL FILEDO PPIOP05ED COVERED PATIO 555.0 S.F. O.CT% FR T1 1:21 HOUSE ON UNDER MINIMUM SIDE YARD 15.01 5 ro. YES PROPOSED FIREPIT 4 SEATING S.F.-IJ-JA SEPARATE 0.2% of 131 APPLICATION q, wl I MINIMUM REAR YARD 15.01 '73. YES TOTAL AREA OF ALL STRUCTVZE5 5,516>.o 151% LL i �611 7 PROP. BURIED LU 1 1 1 1 1 1 1 1 1 1 z 0I \ I I I I ELEC. LINE TO MAX. SQUARE FOOTAGE 1:200 S.F. 700.0 5.1 7. YE5 "MAXIMUM LOT COVERAGE ALLOWED - 20% / I PROPOSED FOOL HOUSE " PROF. PROPOSED PATIO < & FROM -ji I I N. 14--L1 Ln I STONE 1,652b COVERED/ 5 IN PATIO GRADE PROP. PATIO z Cp fL (SINK N ONLY) PROF. 2 10' -(-,L PROPOSED 0 PROPANE MIN. f --_-, OR COVERED FORCH 0 IL I < FILED UNDER ILI - K SEPARATE 0- APPLICATION A-Rop,� PpIc L 195',Px4'1 ") VACANT LOT Cd SIN< 1-------L OUTDOOR-, ------- AC COND. NOVEMBER 2:2, 2022 L----------- --------- - PROPOSED 2-STORY ND. 15" THICK REINFORCED GONr-.,RETE FR. SINGLE FAMILY TEST HOLE DATA TRAFFI C, BEARINO SLAE3 PROJECT: PROF. DWELLING W BASEMENT 4 MCDONALD OE05ERVICES PROPANE- ATTACHED 2-CAR GARAGE FOB 1255 POWERED FILED UNDER SEPARATE SOUTHOLD, NY 11171 GENERATOR APPLICATION 1 (650765-56-17 CRASS SHOULDER AREA (T)"P.) 24" DIAMETER CAST IRON BLETSAS MCDOEOSOMAIL.COM INLET GRATE 4 FRAME ------------------- OR DEFINED SURFACE r-,C\/ER POOL HOUSE I b'(Px4'1 EL.=54.2' OL DARK BROWN LOAM zz Z I PROP. SANITARY ML BROWN SILT _& 905 WILLOW DRIVE - SYSTEM PER SCOH5 EAST MARION, N.Y. 11939 REF. NO. R-25-006c1 I SM BROWN SILTY SAND WITH GRAVEL DRAWING TITLE: Lu PROJECT LOCATION & SCOPE I El Ll F-1 F1 [I Ll [I [I L1 [I SITE PLAN & ZONING DATA I OL -I ( I 1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Ld OL I 1 11 11 11 11 11 0 El 1-1 0 El PROPOSED ASPHALT I r-I F-1 n LI D 7 r_1 El TO COARSE SAND I DRIVEWAY to PALE BROWN FINE PAGE: 154x4" DRY1,AELLS TO .11 /PROF� 0 v G-00loOO /oi MAINTAIN MINIMUM 10' 5EPARATION FROM ALL SEPTIC w lu PRECAST GONG. COMPONENTS GROUND Ilu LEACH INO RI NC. SEE DATE: 04/28/23 1 OF 8 PROP. 1000 i G3 1 WATER CALCULATIONS ON d) GAL. BURIED I&' x4" PROPANE TANK 11.01 SITE FLAN FOR REO'D TEST V 10 COMMENTS: NO GROUNDWATER HOLE . 2 I EFFECTl\/E DEPTH EL=54.2' ko- 1 ENCOUNTERED DIAMETER AS 2 -oil MIN. PER SITE PLAN MIN. D A,�)C C-- - - - - - - - - - - - - - - - - - - - - ri- - �0% �" M. \ 0 EL.=55.44' 5bl'.20'00"E IbI.001 CLEAN SAND ORA\/EL FILL 0 II (P A EXIST. STORM HATER DR)OONELL DETAIL N I L L 0 N 1�) R I V E ELEC. BOX Op �p- 50ALE: 1/2" = 1'-0" omp"I"op"" L S I TE PLAN SCALE: 1 15'-0 CARPENTRY //�� \ / /� }� - I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER (Fb = V75) l""��� Y I l`""tT I O I�l.J NOTES SPEC i F I G�4T I ONS UNLESS OTHERWISE NOTED. WOOD FRAMING MATERIAL STANDARDS FOUNDATION. CONCRETE, AND MASONRY IT IS THE GONTRAGTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT - Q T06ETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, 2. ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD. BOARD INSUL. l INSULATION SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK MAINTAIN &" MIN. FOUNDATION EXPOSURE. PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF Q JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE BASE FLOOD ELEVATION INT. INTERIOR W GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD,ALSO AGENCY,THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR w F I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEALAN5ULATION. 51ZE OF SILL TO BE (2) 2"xb",UNLESS(1) 6REATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED SOIL BLDO. BUILDING K KIPS (I000 LBS) � -i 0 APPLICABLE BUILDING DEPARTMENT. 2"xb" IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT - M STRUCTURE. (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT.,U.O.N. BM BEAM MANU. SPEG.'s MANUFACTURER'S SPECIFICATIONS 1 (V 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THI5 P5 FORMAT, AS ---- _ ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TECO' OR APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE,UNLESS B.O. BOTTOM OF MAX. MAXIMUM : � STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL. OTHERWISE NOTED - MAX. - - -- -- - �� 1 � O O I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, CLUED LAMINATED TIMBER, BOT. BOTTOM MECH. MECHANICAL O 3. ALL WORK SHALL CONFORM TO NATIONAL,STATE, AND LOCAL CODES 5. MINIMUM,DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE 5HOWN ON DRAWINGS, U.O.N. ---___=- _ AND AUTHORITIES HAVING JURISDICTION. FLOORS, ROOFS, AND WALLS. PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL [B.O.W. ��BOTTOM OF WALL N. MINIMUM p PANELS,SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS � = � O) >: I 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, RULES SPECIFIED IN 1.1 THROUGH 1.5. UNTIL 151 TIER OF FRAMING 15 IN PLACE. G.J. CEILING JOIST ILNAVDbB NORTH AMERIGAN VERTICAL DATUM OF Icjag LIr-- OF THE OWNER/BUILDER U.O.N. -- --- - ---- _ O � Z d- I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 1. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. COL. ]�COLUMN NYC BG NEW YORK CITY BUILDING CODE l 0- 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 'i. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED 10 N SHALL BE CLARIFIED WITH THE ARGHITEOVENGINEER BEFORE PROCEEDING BY THE GRADEMARK OF A LUMBER 6RADIN6 OR INSPECTION AGENCY 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED CONT. CONTINUOUS O.G. ON CENTER c x U WITH THE WORK. &. MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. ____ -1� � > O u C>I AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE - m -.-, b. NO DEVIATIONS OR CHANGES TO THE 5�RUGTURAL SYSTEM SHALL BE MADE q, ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE CRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. DBE. DOUBLE OGG. OCCUPANCY O O s- UNLE55 APPROVED BY THE ARGHITEOVENGINEER. IN516NIA OF THE GRADING A&ENGY WHICH COMPLIES WITH THE "� C) P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DFE DESIGN FLOOD ELEVATION �1 PBFE ��PRELIMINARY BASE FLOOD ELEVATION O o '7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FA5TENIN6 SCHEDULE DAYS OF 4,000 P.S.I.,U.D.N. DIM. DIMENSION P. GONG. POURED CONCRETE Q I DL � 0 BEFORE THE START OF FRAMING ON PAGE 6-003. GENERALLY, SHEATHING, 15 OF 1/2" THICKNESS ON WALLS 1.2. CLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET n l AND ROOF AND 15 OF COX GRADE,UNLESS OTHERWISE NOTED. SEE FLOOR THE PROVISIONS OF ANSI/ALTO A I q0.1 STRUCTURAL CLUED LAMINATED II. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH D.J. f DECK JOISTS PL. PLATE �Jf 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL GORES. PLANS FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN TIMBERS. b MIL. POLYETHYLENE VAPOR BARRIER UNDER l APPLICABLE. [--� -- -- - 1- q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. EA. EACH I PLYWD. PLYWOOD II. SUB FLOORING, GENERALLY, TO BE OF 3/4" THIGKNE55 AND OF GDX WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 ELEV. ELEVATION _ P.T. �PRRESSURE TREATED 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, GRADE. NAILING AS PER FA5TENIN6 SCHEDULE ON PAGE 6-003 AND GLUED, STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - CERTIFICATES,CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS,THI5 (1) WALL TIE PER (5) 50. FT. - DOCUMENT, THE C70VERNINO BUILDING CODE AND ANY ADDITIONAL EQUIP. EQUIPMENT f REQ'D 1 REQUIRED 4--J o - 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 12. EXTERIOR 5HEATHIN6 TO BE COVERED WITH 'TYVEK' HOU5E WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, EXIST. EXISTING - �[RI R15ER l 1 AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-O" O.G.,TO DIRECT ANY CONDENSATION TO THE EXTERIOR. `.J PERMISSION FROM THE ARCHITECT. 15. BLOCK EXTERIOR STUD WALL5 AT HALF STORY HEI6HT5 AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR RM. [ROOM m 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND 1S UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. U51NO STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. - W W RESPONSIBLE FOR DESIGN INTENT ONLY. ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. (FRESH AIR INTAKE R.R. ROOF RAFTER 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS,AND RAFTERS WHEN STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN, THE I6. No CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES +J 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SPANS EXCEED 5'-O" AND AT EVERY 5'-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING,UNLESS APPROVED BY ARGHITEOVENGINEER. NO FAR FLOOR AREA RATIO STL. [STEEL 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. l( - 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE F.A.V. II FRESH AIR VENT 1 S.V. � SMART VENT TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 6-004. 1.5. PREFABRICATED WOOD TRU55ES: ASSEMBLIES U51NO PREFABRICATED 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY - - + RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE ARCHITECT/ENGINEER. FF FINISHED FLOOR - I TBD TO BE DETERMINED BROOM GLEAN. 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE 15. PROVIDE BITUMINOUS JOINTS BETWEEN SLA55 AND FOUNDATION WALL5 AND FF ELEV, FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLASS U 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL CONNECTED WOOD TRUSS CONSTRUCTION, THE TRU55 DESIGN DRAWIN65, WHERE EVER APPLICABLE. -- LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES IT PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 0-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. � FLOOR JOISTS - THK. THICK k AND ORDINANCES. Iq. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A 15. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. lb. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. FOUND. FOUNDATION 1 T.O.W. 70P OF WALL I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF GENERALLY,SEPARATE DOUBLE J0I5T THE THIGKNE55 OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM C36 SPECIFICATION FOR 6YP5UM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK - --- --- - -- -- - - Q ° - THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER FLOOR SHALL NEVER EXCEED A I6" SPAN. WALLBOARD, ASTM G3? SPECIFICATION FOR GYPSUM LATH, OR ASTM C-Tll CONCRETE 5LAB5 TO HAVE bx6 10/10 WELDED WIRE REINFORCING. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION l Tr TREAD COMPLETION OF PROJECT. SPECIFICATION FOR GYPSUM SHEATHING BOARD. ---- Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. FRAME T'(P. TYPICAL n l I�. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, AS PER PACE 6-003. L'T. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN 50LID d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 8" -- - - - n VJ ARGHITEOVENGINEER, AND THEIR AOENT5 AND EMPLOYEES FROM AND MEET THE PROVISIONS OF ANSI/AHA AI35.4 BASIC HARDBOARD OF � FRPR. FIREPROOF AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. DEEP 8 3'-O' BELOW GRADE. U.O.N. 1�UNLE55 OTHERWISE NOTED ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF ACCORDANCE w/ AWPA C22;WHERE DRILLING AND/OR GUTTING OCCURS, FTC. FOOTING VERT. VERTICAL r THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) FIELD TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% 1.5 STRUCTURAL PANELS: _---- - - 15 ATTRIBUTABLE TO BODILY INJURY, 51CK:NESS, DISEASE OR DEATH OR TO COPPER METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE SITE WORK f GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD 7; INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK WOOD 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR ( ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (B) 15 CAUSED IN ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE H.D. JI HOLD DOWN N/ WITH WHOLE OR IN PART BY ANY NEOLIOE:NT ACT OR OMISSION OF THE CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, - - - -- -- CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY MANUFACTURER SUCH AS: HANGERS, NAILS, 5CREW5,FLASHING, ANCHOR INDUSTRIAL PLYWOOD,U.S. DEPARTMENT OF COMMERCE VOLUNTARY RECEIVE CLARIFICATION FROM ARCHITECT/EN6INEER PRIOR TO PROCEEDING. HDR HEADER WD. WOOD EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY BOLTS, ETC. FOR LOCATIONS SUCH AS: LEDGER BD.,SILL PLATE,DECK PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A CONSTRUCTION, WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. HNGR HANGER ZR ZONING RESOLUTION PARTY INDEMNIFIED HEREUNDER. ETC. ANY REFERENCES TO CGA ARE TO REPLACED WITH P.T. EVALUATION REPORTS. STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING --- 0. ALL MATERIALS, ASSEMBLIES, AND METHOD OF ____ C.ON5TRUGT'ION INGLUDIN6 SITE. STOCKPILE ALL EXCAVATED MATERIALS. HOR. [HORIZONTAL 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: 1.8.2. ORIENTED-STRAND BOARD (OSB), WAFERBDARD ORIENTED-STRAND BUT NOT LIMITED TO FORM-WORK,BLOCK-WORK,FRAMING, NAILING, PLACING A. WEYERHAEU5ER TRUS JOIST 2.OE MIGROLLAM LVL BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET 4. NEW AND EXISTING BACK FILL MATERIAL ARE To BE FREE OF WEEDS, TREE OF GONGRETE,ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR B. 6EOR61A PACIFIC, 2.OE G-P LAM LVL THE PROVISIONS OF U.5. DEPARTMENT OF COMMERCE VOLUNTARY ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE I_ /� J� }�� /� TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, PSL (PARALLEL STRAND LUMBER) DENOTES: PRODUCT STANDARD 2 (PS2) PERFORMANCE VOLUNTARY PRODUCT FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. I N�U1�1 tT I ®N � ��N��T��iT I OI�l ��C>CU I��M�NT� APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS A. WEYERHAEUSER TRUS JOIST 2.2E PARALLAM P5L STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN ALL. TO BE INSTALLED AS PER MANU. SPEG.'s APPLICABLE CODE EVALUATION REPORTS. 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. AUTHORIZATION OF THE ARGHITEOVENGINEER. --- Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD 1.5.5. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL NEEDED, UNLESS THERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, APPLICATIONS SHALL CONFORM TO AN51 A205.1 AND ANY CLASS WINDOWS AND DOORS COMPONENT PROPOSED DESIGN CODE PRESCRIPTIVE VALUE E O AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE COMPLIES PERTAINING ARE TO BE FIELD VERIFIED. CODE EVALUATION REPORT. EVALUATION REPORT. 1. ALL &LASS TO BE INSULATED LOW-E,UNLESS OTHERWISE SPECIFIED. VALUE CITATION (PER 2020 NYSEGGG) ----- ----- -_ - - - - _- - ° 20. CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL EXISTING WORK 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 2. 6LA55 DOORS AND WINDOW551HALL NOT BE INSTALLED UNTIL PROPER - -- _-- WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE SHALL MEET THE PROVISIONS OF ANSI/AHA AN4.1 GELLUL0510 CLEARANCES ARE PROVIDED. U-VALUE = 0.25 MAX. U-VALUE = 0.52 OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL FIBERBOARD OR ASTM G208 STANDARD SPECIFICATION FOR I FENESTRATION U-VALUE AIR LEAKAGE = 0.30 GFM/SF MAX. AIR LEAKAGE = 0.50 GFM/5F �-75 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURERS RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUFP'ORTS THEY SHALL NOT CELLULOSIC FIBER INSULATING BOARD. 3. ALL SLIDING GLASS DOORS,SKYLIGHTS, AND ANY 6LA55 UNIT INSTALLED PER R402.4.3 d TABLE R402.1.4 - CLIMATE ZONE 4 SPECIFICATIONS, UNLESS NOTED OTHERWISiE. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, - _ - - --�------ _ 22. PROVIDE FIREBLOGKINC AS PER NEW YORK AGGE551BILITY STANDARDS. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF 1.b.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN UNLE55 OTHERWISE NOTED. THE HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.5. GEILIN6 R-VALUE R-4q BATT INSULATION PER R-VALUE = 4q EDGES. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I 4. ALL CLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH PER TABLE R402.1.2 - CLIMATE ZONE 4 YES 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY MANUFACTURER'S SPECIFICATIONS. --------.---A==- 1 (PS- I), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION EXTERIOR (2"xb") W UL 2 (CAVITY)WOOD R-21 BATT INSULATION MIN. R-VALUE = 0 (CAVI COPYRIGHT PROTECTION ACT OF IggO (AI�IGPA), WHICH HAS SEVERE PENALTIES. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF REPORTS. 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW PORK STATE FRAME WALL R-VALUE PER TABLE R402.1.2 - CLIMATE ZONE 4 YES THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED ENERGY CONSERVATION CONSTRUCTION CODE. -_ _ _ _ ----------]- -� - HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL MIN R-VALUE = Iq CODES AND REFERENCE STANDARD: OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. 6. PROVIDE FLASHING PER TABLE R402.1.2 - CLI PANS UNDER ALL SLIDING GLA55 DOORS, WINDOWS, OR FLOOR R-VALUE R-30 BATT INSULATION YES I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. MATE ZONE 4 STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 SQUARE AND - NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE HEX BOLTS AND SCREWS (INCH SERIES). -1. ALL EXTERIOR DOORS ARE TO :BE WEATHERED STRIPPED AND PROVIDE ALL COMPLIANCE STATEMENT: FN- STATE ENERGY CONSERVATION CONSTRUCTION CODE. CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, SCREENS AND HARDWARE NECE55ARY FOR PROPER FUNCTION OF SUCH UNITS. TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN w NOTES, AND TABLES ON PAGE 6-003 8 0-004. THE FASTENING SCHEDULE 2.2.2. LAG SCR.EW5: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH AN51/ COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION 60145TRUGTION CODE USING CHAPTER 4 [RE]. 2 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING 8. ALL 6LA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 2 WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 W00D FRAME ASME- W5.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. V SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER ASSOCIATION SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION H17H THE PERFORATED 2.2.5. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES (AFBPA) AMERIGAN WOOD COUNCIL (AWG). SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS E MANU. SPEG.$). SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN q. ALL WINDOWS TO BE ANDER5EN. IF CONTRACTOR 15 TO SUBSTITUTE WITHANOTHER WINDOW MANUFACTURER,IT IS THE RESPONSIBILITY OF THE 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS REQUIREMENTS CONSTRUCTION, CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH PLUMBING CODE. THE GOVERNING BUILDING GODS, AND ANY ADDITIONAL REQUIREMENTS THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE HOOD COLUMN BEARING AS FOLLOWS: AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, u- TREATED WOOD 3 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND ROUGH OPENING,U-FACTOR, LIGHT AREA,VENT AREA, AND EGRESS � MECHANICAL GORE AND 2020 NEW YORK: STATE FUEL 6A5 GORE. WALL w/STEEL 5HIM5 b A MIN. 5/4" OF NON-SHRINK GROUT. &ACE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, REQUIREMENTS. -_ 0 SECURE w/ (2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS 0 GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE TABLE F301•� 5. ALL ELEGTRIGAL WORK SHALL CONFORM TO 201'7ERO NATIONAL ELECTRIC EXIST. WALLS d 12" LONG HOOKED BOLTS 0 NEW FOUND. WALL5). FOR ANY MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY CLIMATIC GEOGRAPHIC, DESIGN CRITERIA GODS, NFPA?O AND 2020 NEW PORK STATE ENERGY CONSERVATION TEMPERED GLASS. CONSTRUCTION CODE. PO5TIN6 0 G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (0 MIN. 16 ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS - PROJECT: WIDE 3 COURSES OF SOLID BRICK MA50NRY CENTERED 0 P05TING, U.O.N.). CODE EVALUATION REPORTS. 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE GRCxJND SNOW LOAD 25 LBS GENERAL WIND PROTECTION CONNECTION NOTES: IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ 2.2.5• NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD MISSILE TEST OF ASTM Elqqb AND A5TM E188 CONSTRUCTION;SSTD 10-qq AND 201b SBG HIGH WIND EDITION WOOD FRAME STANDARD SHEAR.WALL HARDW SECTION 501.2.1.2.1. GARAGE DOOR&LAZED OPENING PROTECTION SHALL MEET DEFLECTION 6 AS MODIFIED BY 2020 NYS BG ALLOWABLE BLETSAS ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL ARE (w/NOTED VALUES) b ANCHOR BOLTS, SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. STRUCTURAL MEMBER BASIC WIND SPEED 150 MPH CONSTRUCTION U.O.N. WITH TOP OAFS 0 STEEL COLUMNS TO BE MIN.Y4' BENT PLATE 8" LONG 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR ---- POOL HOUSE I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, w/6" RISE 4 w/(2) /a (P BOLTS THROUGH CENTER LINE OF VERTICAL LEGS SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AN51/DA5MA 115. RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATEGORY B FLOORS,STUDS AND ROOF FRAMING SHALL BE PROVIDED. SET b" DI5T., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 0-003. AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. L/180 12. AS AN ALTERNATIVE TO NOTE #II ABOVE,WOOD STRUCTURAL PANELS WITH W/ NO FINISHED GE:ILING ATTACHED TO RAFTERS 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT GYPSUM WALL BOARD A THICKNESS OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN b' SHALL SEISMIC, DESIGN CATEGORY B INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL 1. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. COMPOUND METHOD. 22�WOODSGREWS(INCH SERIES). Y WITH ANSI/ASME B I8.6.1 ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE INTERIOR WALL5 # PARTITIONS H/I80 WEATHERING SEVERE 905 WILLOW DRIVE PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS 3. METAL PLATES,CONNECTORS, SCREVE5, BOLTS AND NAILS EXPOSED 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING,UNLE55 PER THE ANCHORAGE METHOD 5ELEGTED IN ACCORDANCE WITH TABLE FLOORS 8 PLASTERED CEILINGS L/360 FR05T LINE DEPTH 5.-O" EAST MARION, N.Y. 11939 DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL OTHERWISE NOTED. WATER RESISTANT(A.R.) AT BATHROOMS AND WHERE R301.2.1.2. ATTACHMENT HARDVIAR.E SHALL BE PERMANENT AREAS SHALL BE 5TAINLE55 STEEL OR HOT DIPPED GALVANIZED. DEEMED APPLICABLE. CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED ALL OTHER STRUCTURAL MEMBERS L/240 MECHANICAL CONNECTIONS: ON THE BUILDING. TERMITE MODERATE TO HEAVY 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL 3. 5/8", ONE HOUR RATED,TYPE 'X' GYPSUM BOARD ON GEILIN6 AND WALLS DRAWING TITLE: SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET I. ALL MECHANICAL CONNECTIONS SPECIFIED AS 'SIMPSON" MAY BE EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH 14/360 -- PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. PLUMBING ICE BARRIER REQUIRED YES GENERAL NOTES AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. EQUIPMENT,CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL 1. CONTRACTOR SHALL INSTALLWATER SUPPLY, DRAIN, WASTE, AND VENT (OW) EXTERIOR WALL5 - WIND LOADS W/ BRITTLE FINISHES L/240 CONCRETE PANELS OF 5/b" THICKNESS MINIMUM. 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED SYSTEMS To NY5 PLUMBING CODE AND NY5 DEC REGULATIONS. ENERGY TABLE 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF O�POSIN& BY "SIMPSON" MANUFACTURER. RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR Vx4"LUMBER IS 4. FINISH JOINTS,J-BEADS, NAIL DIMPLES, CORNERS,AND EDGES SHALL BE 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES RAFTERS. TO DRY BETWEEN COATS. FINAL GOAT TO BE SANDED SMOOTH. INDICATED IN 'SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL 3. ALL WATER PIPING TO HAVEGLEAN OUTS AT ALL GHANOES IN DIRECTION LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY AND AT BASE OF VERTICAL WA5TE PIPES. -- 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 5, METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY 'SIMPSON" '1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY ALL OPENINGS. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/b" PER STRUCTURAL DESIGN LOADS PAGE: 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED FOOT. 16" WITHIN 4' OF EXTERIOR CORNERS. b. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 0-005. 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER 5. GENERAL TRAP AND WASTE 51ZES AS FOLLOWS,UNLE55 OTHERWISE NOTED: G-002mOO 5. SILL PLATE To FOUNDATION ANGHORAGE;SILL PLATE SHALL BE ANCHORED MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. - DI5H WASHER........................................2" USE LIVE LOAD DEAD LOAD TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER - KITCHEN SINK..................•....................2" _______ __ _ OF I" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE ELECTRICAL: b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER - LAVATORY...............................................2" PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM SPECIFICATIONS OF THE PRODUCT BEING INSTALLED - SHOWER/TUB..........................................2" EXTERIOR BALCONIES 40 psf 15 psf BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF -i' IN CONCRETE/MASONRY TO 201-1 NATIONAL ELECTRIC CODE, NFPA-70 AND 2020 NEW YORK STATE - TOILET.......................................................3" FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS ENERGY CONSERVATION CONSTRUCTION CODE. 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY - LAUNDRY .................................................2" DECKS 40 psf 15 psf AND AT SPACING NOT EXCEEDING 4' ON CENTER. 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON ARCHITECT - FLOOR DRAIN..........................................3" DATE: 04/28/23 2 OF 8 ASPHALT ROOFING SHINGLES COMPLETION OF WORK. b. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM 6. ALL SYSTEMS TO HAVE ONE 5" MAIN VENT STACK AND INCREASED TO 4" PA55ANCER VEHICLE GARAGES 50 psf AS PER PLAN I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLA55-A ASPHALT ROOFING HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED THROUGH ROOF. SHINGLES OR APPROVED EQUAL. 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA T2: BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. ATTICS WITHOUT STORAGE (MAX CLEAR HOT ( 42") 10 psf 15 psf - 6ENERALLY,VERIFY OR PROVIDE HARD WIRED T PROVIDE FROST-PROOF HOSE BIB5 WITH EASILY AGGE551BLE DRAIN d 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT,UNLE55 OTHERWISE SMOKE DETECTORS w/ BATTERY BACK-UP IN: DRAIN GOOKS AS R.EOV. H05E BIBS SHALL BE PROVIDED WITH BACKFLOW ^~ 1. NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE PROTECTION. ATTICS WITH STORAGE (MAX CLEAR HOT > 429 20 psf 15 psf ���D��� AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL A. EACH SLEEPING ROOM LINE. $ 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. ,�., ' B. OUTSIDE OF EACH SEPARATE SLEEPING INSULATION 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf �GJ .� I1/Q, p . 'j'n � 3. PROVIDE FLASHING NECESSARY FOR 1^IATER TIGHT AND WEATHERPROOF AREA IN THE IMMEDIATE VICINITY OF I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED WITH BACK FLOW PROTECTION. G' di4Y ,w -sue- .� t� THE BEDROOMS (6ENER°ALLY THE HALLWAY) FIBERGLA55 BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. SLEEPING ROOMS 30 psf 15 psf [I; - ;� :�4 -4 CONSTRUCTION. q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL FOIL TO BE PLACED TOWARD WARM SIDE. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. '�C z _, "r 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S C. EVERY LEVEL OF DWELLING O 2. PROVIDE 2" R-10 RI61D FOAM INSULATION FOR EXTERIOR FOUNDATION STAIRS 40 psf 15 psf 7�. . '�' SPEGIFIGATIDNS. (BASMENT, FIRST FLOOR, d SECOND FLOOR, ETC.) 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR y 1•` WALLS FROM b BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY TO CONGEALMENT OF PLUMBING. N �s�:� =�-��� �_ CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE 6UAR.DRAILS AND HANDRAILS 200 psf 15 psf k- - 5. NAILING OF ROOFING SHALL BE TO GORE. FOUNDATION WATERPROOFING. p p '9 Q�7Q � yQ4 11. NOTCHING AND BORING OF 5TUDS,JOISTS, RAFTERS A5 PER BUILDING CODE. T b. CORROSION RESISTANT II GAGE ROOFING NAILS AND Ib GAGE STAPLES ARE MECHANICAL, FUEL 6A5: At ' NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED Vv PERMITTED 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: NOR ANY POTENTIAL DAMAGE THEREOF. ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 12 psf FOR ATTIC OF ��� I. MECHANICAL AND FUEL GAS SYSTEMS SHALL COMPLY w/THE - q' R-30 FOR FLAT CEILINGS P I5 psf FOR OATH. 1. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR NYS MECHANICAL CODE AND FUEL 6A5 CODE - 8.25" R-30G FOR VAULTED AND CATHEDRAL CEILINGS 2:12 PITCHES TO 4:12 PITCHES - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION - 5.25" R-21 FOR 2"xb" WALL OON5TRUGTION *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF - 5.25" R-21 FOR FLOORS ASCE '7-lb (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) THE SEALANT TO UPLIFT FORGES USING A5TM D 6551. # 01��O1�lN DETAILS TN'F I GAL NA I L" I NO/STRAFF I NO REOU I REM N T'S FOR � FAST NINO ULE A ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER UFL I T� SHEAR, LATERAL W I ND R ✓I �JT I �G NOTE: THIS SCHEDULE DOES NOT INCLUDE NAMING FOR ETAL FRAMING STRAPS a SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-003 FOR STRAPPING AND NAILING REQUIREMENTS, W AND ROUGH OPENING FRAMING REQUIREMENTS) J v "ALL STRAPPING TO BE V4"x 20 OAUOE** -- "SIMPSON" EQUIVALENT - 0520 (COILED STRAP) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHER^ 15E *U5E IOd NAILS IF 5TRAPPI NO 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) _ N HOEDOWN, 'A' HOEDOWN 'B' FASTENER 5PEG. FASTENER CONNECTION ?� DESCRIPTION AND QUANTITY SPACING n 1 O NAILING GRID _ T FOFOUNDATIONST ROOF GE I L I NO FRAM I NO "ol rn }; o I.DIM's ARE ALL MIN.Ws BASED ON USE OF ONLY A Ibd _ cr_ �— ENDWALL COMMON NAIL w/o PREBORED HOLES. 0 Z •d- ENDWALL RAFTER TO TOP PLATE (TOE-NAIL) SEE PACE 6-005 PER RAFTER (0 (3) 2x FULL (3) 2x FULL CORNER STUD AT RAFTER TO RIDGE ' 2" 2.WOOD IS ASSUMED TO BE or,#2 d BTR. IN DRY USE •- HEIGHT STUD RR• \ SERVICE CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER J015T HEIGHT STUD ONNEGTC-D TO 2" iy �[N CORNER STUD TRANSFER SHEAR CONNECTION: � � x V I ONNECTED TO 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL C O TRANSFER SHEAR �Y (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL GEILIN6 JOIST TO PARALLEL RAFTER(FACE-NAIL) SEE PAGE C-003 EACH LAP 0 O "SIMPSON" HDQ6 HOEDOWN ANCHOR® 2-Ibd COMMON FOR STRAP - 3 8 d COMMON . ' . ' • � � HOLES,SET NEw MEMBER. NAILS ® EA. END OF STRAP. ' • • ♦, N Lo �., 2-Ibd COMMON LOCATIONS NOTED NAILS® b" O.G. d / ,• • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED NAILS ® b" O.G. 8 ON PLANS 10" O.G. IF BLOCKED / ' • ' • GEILIN6 JOIST LAPS OVER PARTITIONS (FACE-NAIL) 1-I6d COMMON EACH LAP � C) O O" O.G. IF BLOCKED CORNER P05T FOR ROOF SLOPES UNDER 5:12 WITH G.J./G.TIES ?" 5.SEE SECTION b FOR ANY REQT TO CLINCH THE NAILS(TO Q � � O CORNER POST ROOF SPANS OF 24' OR GREATER, TTIOHTLY BONE)G BELOW)E END OF THE NAIL TO A 90° AN6LE,SEE COLLAR TIE: TO RAFTER(FACE-NAIL) SEE PAGE 0-005 PER TIE U5E 4 8 d COMMON NAILS "SIMPSON" HDQS EA. END OF STRAP FOR ROOF n 6.DIMENSIONS ARE DERIVED FROM THE NOS COMMENTARY l HOLDOWN ANCHOR® SECTION 12.4-PLACEMENT OF NAILS d SPIKES t TABLE BLOCKING TO RAFTER (TOE-NAIL) 2-8d COMMON EACH END LOCATIONS NOTED e d SLOPES OF 5:12 AND GREATER. OR 4-1. ON PLANS —� e RIM BOARD TO RAFTER(END-NAIL) 2-I6d COMMON EACH END d ° CONNECTION BI B2 AT RAFTER TO TOP PLATE TO STUD WALL FRAMING — d CONNECTION: HOLDOWN INSTALLATION OPTIONS: 41. 62 r 1 FOR STRAP - 3 8 d COMMON NAILS ® L, TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-I6d COMMON I PER FOOT = FOR NEW P. GONG. FOUND.'s (VI Jl W HOEDOWN CAST IN PLACE w/7/8"P THREADED ROD � °• • • EA. END OF STRAP:WHEN IN TOWN OF ISLIP OR NAILING TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE FOR EXIST P GONG OR NEWLY GURREO FOUND.'s . .• 1 -7/6114P No THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO GEOMETRY EXCEEDS THAT PERMITTED IN • CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY B MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. ♦ — ADHESIVE), dFOR TEMP.'S 0°F-40°F USE "SIMPSON" AT INIV SIMPSON # H2A (OR EQUAL) RAFTER TIE( HEADER TO HEADER (PAGE-NAIL) Ibd COMMON I6" O.G. ALONG EDGES HI6H STRENGTH ACRYLIC ADHESIVE) • FOR TOENAILING - 3 8 d COMMON NAILS FOR EXIST. /NEW G.M.U. (GONG. BLOCK) L; TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-Ibd COMMON PER STUD FILL TOP 2 COURSES SOLID b CAST IN PLACE HOEDOWN USE SAME w/-I/8"O THREADED ROD CONNECTION • FOR G.J. TO R.R. - "116 d COMMON NAILS v REQUIREMENTS FOR BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, AI RSED G.J.'s(WHEN AT G.J. TO G.J. CONNECTION: ENDJOIST, or BLOCKING(FACE-NAIL) 2-Ibd COMMON I� PER FOOT APPLICABLE) FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - HOLDOWN 'G' HOEDOWN 'D' _2 _16_d COMMON NAILS FOR G.J. TO G.J. - Q (6 d COMMON NAILS FLOOR FRAMING Q FOR NEW $ EXIST. FOUNDATIONS * FOR NEWLY POURED CONNECTION GI � G2 • JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-&d COMMON PER JOIST FOUNDATION ® ONE STORY ONLY n (D (3) 2x FULL ENDWALL BRIDGING TO J015T (TOE-NAIL) 2-9>d COMMON EACH END HEIGHT STUD\ CORNER STUD NNEGTED TO BLOCKING To J015T (TOE-NAIL) 2-&d COMMON EACH END TRANSFER SHEAR ° "SIMPSON" HDab AT STUD TO FLOOR ASSEMBLY (5) 2x FULL TO STUD CONNECTION: BLOCKING TO SILL or HOLDOWN ANCHOR® 2-I6d COMMON • �� ° LOCATIONS NOTED NAILS ® b" O.G. S HE STUD TOP PLATE (TOE-NAIL) 3-Ibd COMMON EACH BLOCK ON PLANS 10" O.G. IF BLOCKED G I j FOR STRAP - 3 8 d COMMON LEDGER STRIP TO BEAM (PAGE-NAIL) 3-I6d COMMON EACH JOIST CORNER POST - ° � � NAILS ® EA. END OF STRAP JOIST ON LEDGER TO SEAM(TOE-NAIL) 3-6d COMMON PER JOIST I M " FOR EA. PLATE TO STUD ABOVE 4 OR 2-I6d COMMON BELOW - 2 16 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST —� NAILS ® O.G. (( BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-Ibd COMMON PER FOOT ROOF SHEATH I NO e d STRUCTURAL PANELS: SOLID INTERIOR ZONE Sd COMMON 6" EDGE / 12" FIELD "SIMPSON"sT I4RJ CONNECTION D D2 d °e BLOCKING PERIMETER EDGE ZONE 6d COMMON 6" EDGE / 6" FIELD ' d � g HOEDOWN INSTALLATION OPTIONS: o EA.BAY GABLE ENDWALL RAKE OR RAKE TRU55 w/ 6d COMMON 4" O.G. FOR NEW P. CONC. FOUND.'s - .-~ UP TO 9" RAKE OVERHANG HOEDOWN CAST IN PLACE w/ T/8"(P THREADED ROD f • • AT STUD TO FLOOR ASSEMBLY TO SILL GEILINO SHEATHING R FO EXIST. P. GONG. OR NEWLY GURRED FOUNO.'s ' • 'I/8"V THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATE(5) CONNECTION: D2 CONCRETE w/ "SIMPSON" SET(HIGH STRENGTH EPDXY FROM MIN- I GYPSUM WALLBOARD y FROM I I 5d COOLERS 1" EDGE / 10" FIELD ADHESIVE), 3 FOR TEMP.'S O•'F-40°F USE "51MP50N" AT CORNER ° ° FOR STRAP - 3 8 d COMMON NAILS ® EA. 1 (HIGH 5TRENCTH ACRYLIC ADHESIVE) ONE #4 REBAR SPECIFIED oN I ° END OF STRAP(WRAP STRAP UNDER SILL PL.) 11 WALL SHEATHING FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYR FOUND. NOTE FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOLDOWN FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - _ w/-I/8"O THREADED ROD , ° ° _2 _16_ d COMMON NAILS � I STRUCTURAL PANELS 8d COMMON b" EDGE / 12" FIELD ° m e ALTERNATE GOB',FIGURATION - ABOVE STUD TO GYPSUM WALLBOARD 5d COOLERS 'I" EDGE / 10" FIELD FLOOR CONNEC71ON w/ # LPT4 SIMPSON (OR STRAP w/(5) H NA I L. I NO/G)`�RAFF I NO WINDOW/DOOR HEADER STANDARD/ALTERNATE EQUAL) m PLATFORM TO SILL PLATES ad NAILS• EA.END - 2 EA EA.STRAP TO FLOOR SHEATHING (SUBFLOOR) 2 EA.JOIST-(FOR ALTERNATE USE NOTAV ON: SIMPSON H2.5A) _ V A - NUMBER OF 8d NAILS ® EA. END OF STRAPPING (201b WFGM,TABLE 5.1,P. 18a);WHEN STRAPPING CONNECTION E STRUCTURAL PANELS: REGpUIRE5 OVER 14 NAILS,USE 5IMP50N G516 STRAPPING(OR EQUAL). I" or LESS: 6d COMMON 6" EDGE / 12" FIELD B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.23B,P. 2aI) • GREATER THAN I": 10d COMMON 6" EDGE / 12" FIELD • G - NUMBER OF FULL HEIGHT KING STUDS® EA. SIDE OF HEADER(2018 WFGM,TABLE 3.230,P. 2012; A. . _ T ALTERNATE AS PER TABLE 3.230,P. 2a3) I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. w A D D - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT KIN&STUD TO END OF HEADER® EA. SIDE PST STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. (2018 WFGM,TABLE 5.1,P. ISa) ° PLATE(5) CONNECTION FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER G E (2-PLY) - NUMBER OF JACK STUDS ® EA. END OF 2-PLY HEADER(201b WFGM,TABLE 3.22F,P. 2b8) d a e e e SHEAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR E (5-PLY) - NUMBER OF JACK STUDS ® EA. END OF 3-PLY HEADER(2018 WFGM,TABLE 3.22F,P. 255) "° ,d ° ° 5�LAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(S)a EA. SIDE e o e 2 - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF PROJECT: B e e ° e ° ° de FOR STRAP - 3 8 d COMMON NAILS 6 EA. NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. %E (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.b,P. IaU ° ° END OF STRAP (WRAP STRAP UNDER SILL PL) s - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH FASTENING SCHEDULE B e d SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE B L ETSAS F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS �' e ° $e FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - USED. POOL HOUSE (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION) `~--..� _,2_ -1(b_ d COMMON NAILS A NOTATION SIGNA6E FOR TRUSS TYPE, PRE-ENGINEERED E E ROUGH A B G D (2-PLY (3-PLY F WOOD, AND/OR TIMBER CONSTRUCTION OPNG THE FOLLOWING SIGNA6E SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 905 WILLOW DRIVE I I TO THE EXTERIOR OF 5TRUGTURE OR AFFIXED TO THE EXTERIOR WALL OF THE EAST MARION, N.Y. 11939 RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC, BOX OR 2 2 1 I 2 CAI I G I �� O �`® � � GABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE J6 AUTHORITY HAVING JURISDICTION: BRAG I NG/STRAPPING DRAWING TITLE: * - PROVIDE (2) 2"AO" HDR (MIN.) U.O.N. 6'-O" 7 1 3 3 2 1 3 (5) - REQUIRES SILL PLATES OF 2"xb" (MIN.) -- TOP PLATE BLOGKIN6 2 FOR RAKES 12"OR HOLDOWN, ANCHOR BOLT, LESS PROVIDE C{ 2 5 4 2 2 4 } — SPLICE TOP PLATE SPLICE REQUIREMENTS TOFPLATE SPLICE REQUIREMENTS BAYS BACK® BLOCKING• 12"O.G. CONSTRUCTION TYPE DESIGNATION SHALL �TH FOR WIND - EXPOSURES 540 - FOR WIND - EXPOSURES BSG - W-0' O.G. TOAGHEIVERAKEO.H. BE "I", "II", "III", "IV", OR "V" TO INDICATE STRAPPING, & NAILING DETAILS Io'-o" II 2 4 5 3 2 5 ALL OTHER GASES 01E STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE THE STRUCTURE UNDER SECTION 602 OF 12'-0" 13 2 5 6 3 L�: 6 BUILDING MINIMUM 5PLIGE'�2s,4 BULIIDING MINIMUM SPLICE=4 THE NYS BC. DIMEN51ON (FT.) LENGTH (FT.) DIMEISIION (FT.) LENGTH (FT.) TYP. STRAP w/(5) PAGE: ad NAILS EA. END DESIGNATION FOR STRUCTURAL 2'-0"/2'-b" 12'-0" 3'-O" OF EA.STRAP 40 01 6" DIAMETER COMPONENTS THAT ARE OF TRUSS TYPE, },, I I 4'-0" ATTIC PRE-ENGINEERED WOOD, OR TIMBER G-003m00 AI�tGHOR 5OL7 SFEG 1 F ( GATI OI` S CONSTRUCTION AS FOLLOWS: 20'-0" 4'-O"/5'-O" 2,0'-0" 5'-O" - "F" = FLOOR FRAMING, INCLUDING q ^ BLocKIN6 2 BAYS GIRDERS 4 BEAMS SPECIFICATION (2018 WFGM TABLES 3.2A 4 5.25, P. 157-160) 24'-0" 4'-0"/5'-0" 2.4'-0" 6'-0" BACK® 4'-0" O.C. ! - "R" = ROOF FRAMING CORNER CONDITION FOR ALL STRUCTURES: - "FR" = FLOOR 4 ROOF FRAMING DATE: 04/28/23 3 OF $ • 5/e"(P ANCHOR BOLTS ® 3q" O.G. 28'-O" 5'-O"/b'-3" 28'-0" • 32'-0" 6'-O"/7'-6" 3,2'-O" 3 SECOND FLOOR 0 w - 3b'-O" 36'-O" NOTES: I.TABULATED SPLICE LENOT145 ASSUME TOP PLATE-TO-TOP PLATE �R,ED Alti C, CONNECTION USING 2-Ibd NAILS PER FOOT.FOR SHORTER SPLICE LENGTHS,THE NAIL SPAGIN&SHALL BE REDUCED IN ORDER TO 4O'-O" S'-O"/IO'-O" 40'-0" BLOCKING 2 BAYS II'-O" \ �( ��• I. MIN. 7" EMBEDMENT INTO CONCRETE AN EQUIVALENT NUMBER OF NAILS PROVIDE .'. „ BACK® 4'-0" O.G. w/ 3 SQUARE WASHERS AND END NUT SETUP END 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. b FILL 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-O" 10'-O"/12'-6" 5�0'-0" L13'-O" TYP- STRAP w/(3) � � +t' ~ <f � CONDITION IN EXPOSURE B STROKE TOP TWO COURSES SOLID 8d NAILS EA. END 5.TABULATED SPLICE LENGTHS ARE BASED ON b FOOT WALL 60'-0" I2'-O°/15'-O° 6,0'-O" OF EA. .fl HEI&HT5 FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR - -�' LATERAL LOADS SHALL BE MULTIPLIED BY H/b; „ FIRST FLOOR PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR 5HEARWALL5 FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE 70'-O" 14'-0" NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR "�� 0.�71� �� Q 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" 4 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): 60'-O' I6'-O" 60'-O" 22'-O" � FROM ENDS AND CORNERS (TWOa® CORNERS) 'W N � 0 Td ALL- 1.12s __ (SEE DIAGRAM TO LEFT) IO'WALL- 1.25 BLOCKING 2 BAYS REFLECTIVE REFLECTIVE II 'WALL- 1-575 TH15 COLUMN w/MULTIPLIER BACK® 4'-0" o.c. RED PANTONE WHITE #187 4. COORDINATE w/ HOEDOWN LOCATIONS 12 WALL- 15 FOR 10'-O"WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAMING GRAPHICS CONTINUOUS BUILT—Uf= C IRDERS, 3 OR MORE SUFFORTS (THAT EXCEED FRAMING STANDARDS, IT IS REO'D FOR FRAMER TO HAVE A I ��®�K I I`�� ®R PLATFORM WOODRM I I�4L/ WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWC] DETAIL BOOK CONNECTION PATTERN SCHEDULE Q AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/b ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) p CONNECTION a 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED W PATTERN DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER W BLOCKING UNC)ER LOAD BEARING WALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES -� 0 MAX.32" LOCATED BETWEEN ONE 51XTH AND ONE QUARTER AS FIRE-STOPPING. NON-LOAD BEARING WALL OFFSET FROM SUPPORT A 'I(2)ROWS 10d NAILS o 12"O.G. THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST STUD B (3)ROWS IOd NAILS O 12.O.C. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRE51-OPPING. LO SUBFLOOR TUDS p THAN ONE THIRD THE TCTAL NUMBER, ARE TO BE c � 0 (2) TWO-PIECE ROWS 1/2" m BOLTS a 12"O.G.STA66ERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE w i5UBFLOOR G DBL.A ENDS PLATE SERVE AS FIRE5TOPPING. SOLE PLATE _- - -- -- - - -- -- BUILT UP 61RDER P MAX.52" O " a-- ��(2)ROWS 1/2" m BOLTS a Ib'O.G. NAILING: _ -p LO JJ TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE 0) >- SOLE PLATE JOIST SERVES AS FIRE5TOPPING. '� �- E (2)ROws in' 0 BOLTS a 24•O.C. SIDE WITH IOd NAILS, TWO NEAR EACH END OF L Ir- Z $ BE EACH PIECE, OTHERS STAGGERED WITH A DISTANCE O (2)ROWS 5-5/b"TRUSSLOCK SCREWS a 12"O.G. /4 OF Ab 5. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING OF I6 INCHES BETWEEN NAILS IN A HORIZONTAL Q w OR OF NONCOM-BU5TIBLE FILL. 0 SCREWED ON(I)SIDE OF MEMBER LINE; OR 61RDER5 ARE r0 BE NAILED FROM EACH x N 6 Se-ROWS ON(1)GIVE OF ME SCREWS a It'O.C. SIDE W/ IOd NAILS, TWO NEAR EACH END OF EACH b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE c O SCREWED ON(U SIDE of MEMBER JOIST, OTHERS STAGGERED W/ A DISTANCE OF 52" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN m H (2)ROWS 3-5/5"TRUSSLOCK SCREWS a 24"o.G. F^ BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE AS FIRESTOPPING O. 0 - —�SCREWED ON(1)SIDE OF MEMBER N j, JOIST THREE-PIECE '1. FOR PLATFORM FRAME CONSTRUCTION, THE SOLE AND -N 0 4-0 MAXIMUM OFFSET (2)ROWS s"TRU55LOGK SCREWS 12'o.G• BUILT UP C71RDER MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS C 0 JOIST DEPTH,d �SGREWED ON BOTH SIDE of MEMBER P NAILS ON EA. SIDE W/ TWO NEAR EA. END OF EA. SERVE AS FIRE5TOPPING. Q r— a- � 0 MATCHED SIZE OF BLOCKING (2)Roles"TRU55LOGK SCREWS a ib•o.c. `1 n 1 UNDER NON-LOAD BEARING FIRESTOPPING AND K PIECE, INCLUDING INTERMIDIATE JOINTS, AND W/ THE 3 W BLOCKING `SCRE�7 ON BOTH SIDE OF MEMBER PARTITIONS® 52" O.G. STUD (2)Rows 5°TW155LOGK SCREWS•24"O.G. BETWEEN I/b OTHERS STAGGERED w/A DISTANCE OF NOT MORE b. THE HEADER SERVES AS FIRE-STOPPING. L SCREWED ON BOTH SIDE OF MEMBER a 1/4 OF A THAN 52 BETWEEN NAILS IN A HORIZONTAL LINE. DOUBLE PLATE 9. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL FOUR-PIEGE OIDER5 ARE TO BE A55EMLED A5 BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO CEILING L I NG BRAG I NG NOTE' P STRINGER TO SERVE AS FIRESTOPPING. CANTILEVERED FLOOR I.BEAMS d HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED W/ 20d NAILS AS SPECIFIED GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN'A'WHEN b"OR SMALLER FOR THE THREE-PIECE GIRDER. — 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR t CONNECTION PATTERN'B'WHEN 10"OR LARGER P FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH • — TUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP C71RDER P GIRDERS ARE TO BE SECURELY ANCHORED TO HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH SOLE PLATE 2"x4" CONTINUOUS GABLE END MASONRY PIERS, NAILED TO WOOD P05T5 OR FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF SUBFLOOR LATERAL BRAGS® b'O.G. TRU5S THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE CEILING BOLTED TO STEEL GOLLMN5. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE w I I I BAND LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED JOIST 2) IOd NAILS TRU55 OR AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL .+.J G.J. SHRINKAGE CRAC 10)bd KS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON N A I Ls I N O PATTERNS F O R SIDE LOADED B A M S (I e . F L U�H B E A lv(S) -LOCATIONS REQUIRUNG FIRESTOF'PING-PLATFORM FRAME CONSTRUCTION NONCOMBUSTIBLE LATH,EXTENDING TO CHIMNEY FACES, WILL SERVE AS FIRESTOPPING. —tl— NAILS FIRE- FIRE- WOOD FIRESTOPPIN6 FIRESTOPPING STOPPING STOPPING FIRE- FIRE- SOLE FA5TENIN5 RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING r l MULTIPLE-PIECE MEMBERS \.J JOIST ' Sd COOLER NAILS® 10" o.C. NAILED' BOLTED' ""-BLOCKING 2"x4"BLOCK NAILED TO EA.BRACE 2 ROWS Ibd 5 ROWS Ibd 2 ROHSJY 2 ROW X,5 • VERTICAL w/(4) IOd NAILS I COMMON COMMON BOLT5 a 24` BOLTS BOLTS /'/ e 12'OG O 12'O.G OG•sT O 12'OG. a b'OG. COVERING 15 APPLIED \' • - 2O Q.STRAP " FIRO UNDERSIDE SI WHEN 9 TO UNDERSIDE OF STUD &YPS BOA TWO ROWS I2"o.G. THREE ROWS 12 O.G. AOI5T5 10 dIII: DOUBLE PLATE • 5d COOLER NAILS o 10"O.G. (10) bd NAILS BEAM SELECTION W/ STD. NAILING o " o " " a " ° LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 JOIST SHALL BE LOCATED DIRECTLY ;� ENDWALL 5 AS NOTED IN NOTES -7 d 8 " " " " " " " " n W DENOTES ALT.FOR USE OF DRYWALL SCREWS 5 NONcoMTOPPINE L_L_ ALTERNATE E FOPPIN PPIN6 LOCATION 61RDE VER STUDS,UNLESS TOP PLATE: IS 4"m EDGE/12"m FIELD FULLY BLOCKED I.TOP AND BOTTOM ROWS SHOULD BE 2"FROM EDGES WOOD FIRESroPPIN6 DESIGNED TD CARRY THE LOAD' SCREWS•b- V4" TYPE W OR 5 FIREsrOPPiN6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER A5 THE BOLT AND SHOULD BE LOCATED 2' TWO ROWS 24'O.G.STAGGERED TWO ROWS b'O.C. LOCATION 5 LOCATION b THIS OF�M U BOTTOM SE HASHERS UNDER THE MEMBER.RHHE��NUT EXTEND THROUGI�THE FULL 0 O O O O O O O C� (� PIj iJ III INTERIOR STUD DETAIL OVERLAID ROOF 5.STA66M EACH ROW OF FASTENERS BY 12". p O p p p p p p Q III 2•SPACE NOT ATTACHMENT VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED HAILING 15 FROM EACH SIDE. TO BE FILLED ® NONCOMBUSTIBLE FIRESTOPPING 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO j FIRESTOPPIN6 APPROX.I INCH THICK BOTH SIDE OF THE MEMBER III b.VALUES FOR NAILIN6 CONNECTIONS MAY BE DOUBLED FOR b'O.G.OR TRIPLED FOR 4.O.G.NAIL SPACIN5. LOCATION '7 5TD NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: STRAPPING H/ 1.2 ROWS OF Ibd COMMON NAILS 02'O.GJ FOR DEPTHS 12'OR LESS F1REsroPPIN6 \\ \. 4 bd NAILS LOCATION 8 LOCATION 9 \ i EA.END®R.R. 8.5 ROWS OF Ibd COMMON NAILS 02'O.GJ FOR DEPTHS OF 14",16"4 W. LOCATION 10 FULL WIDTH 2" BLOGKIN Z O th C_,oONSTRUOTION DETAILS WIND LOAD PATH DETAILS TOP PLATE DRILL 2"m INTO ROOF DECK FOR STRAPPING INSTIL. NOT TO SCALE INTERSECTION DETAIL xIST W.OR NE NEW R.R.SET H/ BELOW UPPER TOP PLATE:LAPS 4 IOd NTINUOUS LOWER TOE NAILS NO CONT.BLOGKN6 TOP PLATE SPIKED TO R.R.'s ALIGN NEW d EX. R.R.AS SHOWN KING STUDS— PLAN VIEW ROOF,SIMILAR LINE'SHED' WOOD JOIST -0 WOOD JO I CRIPPLE STUD - — - BLOCK I NG JO I ST HANGER HEADER . :-0 z GENERAL REGU I REMIENTS FOR GENERAL REQUIREMENTS FOR W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADER -� o WOOD GIRDER JACK STUDS MAIN MEMBER O WOOD JOIST - - -O ed T p �- JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPICAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: MEMBE DIAM.X 5 APPROX. 50' H/THE MAIN MEMBER b STARTED APPROX. Y5 THE LENOTH OF I. NAILS SHALL BE DRIVEN PERPENDICULAR TO A SHOWN ABOVETHE NAIL FROM THE MEMBER END, THE MEMBER,STRAIGHT THROUGH AND BENT OVER B L ETSAS A MIN. OF (5) NAIL DIAM.'s AT A 90° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN POOL HOUSE MEMBER,FOR THIS APPLICATION,SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER —� 5. TO AVOID SPLITTING, NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR GEILIN6 J015T WALL STUD WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM( PLATE— ) BOTTOM PLATE f� IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB - SUB FLOOR o 905 WILLOW DRIVE DOUBLE JOIST _ E� DOUBLE JOIST TOP PLATE EAST MARION, N.Y. 11939 GHIM. CHASE SEGURINO (9 STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS fl BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NOTE: (SIM. 0 CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION W/STUDS TO ATTIC FLOOR 8 BLK'G TO R/L SIDES H/STRAPPING TO R/L SIDES) O PAGE: TOP PLATE ® WIND RESISTANT C,,ONSTRUr_.-,TION G (ONNETORS GHIM. GNASE WALL �z 1) 3: OAOO o CONNECTION LOCATION: PART NUMBER: NOTES: G-0 % ■ am o"tu RIDGE-TO-RAFTERS 0520 @ 21° APPLY TO EACH PAIR OF RAFTERS �z Q Q 0: ® RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER a z a DATE: 04/28/23 4 OF 8 ROOF _ o F RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER ILI REQ'D BLOGKIfyG -!--1-1 Q O 0 PLATE-TO-WALL STUD 0520 9) 011 TO ALIGN H/STRAPPING Q <w a APPLY TO EACH WALL STUD ® EA. THE FIRS9T0FL. N,,, 11 APPLY TO EACH WALL STUD (tL-D,q C LEVEL ®z Q 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or G520 36 E R l 5 y 'fir ® HEADER-TO-JACK STUD G520 @ 12" p0 A • FLOOR/GL.G. O APPLY TO EACH JACK STUD -•�l � 1 CRIPPLE STUD-TO-HERDER H3 APPLY TO EACH CRIPPLE STUD � d ' `':µ T��' �o � L .3 r SHEAR WALL HOLDDOWN ANCHOR SSTB16 APPLY TO EACH SIDEWALL END IST. FLOOR-UNDER-SILL PLATE C520 WRAP UNDER DOUBLE SILL PLATE �TF 3y �G + SIDE VIEW PLAN VIEW (USE WITH 5" SQUARE WASHERS) OF- USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. OEI `��E A.� ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEC.'S. SEE PAGE "6-005" FOR NAILING STRAPPING DETAILS. I i I EXTERIOR COLOR TO BE BLACK. **5EE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER** _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. Q �--� WHEN APPLICABLE) WINDOW CHART I EXISTING TO REMAIN --- ---- --- SS NEW WOOD FRAME (L.G. NEW FOUNDATION WALL CLEAR W ROUGH OPENING WINDOW DIMENSION G Lu STL. WHEN APPLICABLE:) TAG TYPE MODEL # WIDTH REOOPEND''20" TEMPERED J co HEI NEW 1-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL _ OPEN REOD: 51 S.F. Q M � �- WIDTH HEIGHT WIDTH HEIGHT .F.i WOOD FRAME (L.G. 5TL.. © POST FOR 4 WALLS A CASEMENT C-14 2'-O �" 4'-O 2'-O �" 4'-O" IL b7 WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR 6" WALLS), U.O.N. k -6 e NEW 2-HR FIRE RATED � gy Lo �•- (p WOOD FRAME (L.G. STL.. WHEN APPLICABLE) __ DOOR SCHEDULE a Z �, - -- ca FLOOR PLAN NOTES DOOR MATERIAL � O O O � N DOOR NOTE: Oj I. INSTALL NEW INTERIOR DOORS W WIDTH HEIGHT O WHEN GALLED OUT TAG DESCRIPTION MANUFACTURER p � < � NOTES � N f13 m � ON PLANS BY 'JELD-WEN' (OR EQUAL). H Q 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'THERMATRU' (OR EQUAL). a a O 3.NOTE DOES NOT INDICATE EACH NE:W DOOR PROPOSED;SEE DESIONATION5 d DOOR SCHEDULE. FIRST FLOOR 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS,U.O.N. 101 FTHERMATRU 2-5.INSTALL AS PER MANU SPEC.'SSWING " - -- -8'-O" � • I���- 1 6.PROVIDE (2) 2"xI0" HDR., U.O.N. - -J J 1. SEE PACE 6-003 FOR ALL OTHER FRAMING ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 102 OUTSWING� ANDERSEN 6'-4" 8'-O" • A05D8480 - --- -- SMOKE DETECTOR / GO DETECTOR NOTES: 105 OUTSWING ANDERSEN b'-4" b'-O" • FAOSD(54z�o l 2 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT =- -�� �__ � I 4 -J O SMOKE /CARBON MONOXIDE COMBINATION DETECTOR -,-- HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 104 SWING JELD-WEN 2'-O" 8'-O" • 2.INTERCONNECTION BETWEEN NEW d EXISTING DEVICESI SHALL NOT BE REQUIRED WHERE EXISTING ALARMS ARE NOT INTERCONNECTED, AS PER NY5 R314.4. 4-J 3.PROVIDE SMOKE/CO DETECTORS AS INDICATED,AND PER GENERAL ELECTRICAL NOTES ON PAGE C-002. 4.SMOKE /co DETECTORS TO MAINTAIN 3' MIN. HORIZONTAL SEPARATION FROM SIJPPLY/R.ETURN DUCTS d OPENINGS TO BATHROOMS w/SHOWER OR TUB. 5. INSTALL ALL AS PER MANU. SPEG.'ss 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN COMPLIANCE WITH LOCAL CODE WINDOW NOTE: PROPOSED OUTDOOR O SHOWER(OPEN TO I. ALL NEW WINDOWS b DOORS SHALL BE ANDERSEN CASEMENT, DOUBLE-HUNG,OR GLIDING (AS NOTED). rABOVE); T 51 P.T. POSTS INSTALL AS PER MANU. SPEC.'S. w/CEMENT SIDING • 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; PROPOSED POOL GLADDER SURROUND U) SEE DE510NATION5 d WINDOW SCHEDULE. EQUIPMENT Aft n, 3.FOR SUBSTITUTIONS,SEE NOTE #q IN "&LASS WINDOWS �/ AND DOORS" ON PAGE 0-002. 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. OO O O 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 6.IN GENERAL,TEMP. GL. SHALL BE PROVIDED: pAim 6.1. FOR ALL SKYLI6HT5 d OPERABLE PANELS OF SWIN61N6,SLIDING, d EIFOL.D DOORS p m O 6.2. WITHIN Ib" OF F.F. O 6.3. WITHIN 24" OF A DOOR - 6.4. WITHIN STAIRWAYS E WITHIN 56" OF A LANDING 6.5. W S WITHIN TUB/SHOWER ENCLOSURE -5" 1'-?" N 10'-O" 6.6. SEE ALSO GENERAL NOTES ON PAGE 6-002 I 13 14 p 1. SEE PAGE 0-003 FOR FRAMING ELEMENTS AROUND •° e - - - - - - WINDOW5 (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM O Q Q _ (2) 2"xIO" HERDER U.O.N. m to Y) \ REF. b.WINDOW FALL PROTECTION SHALL BE PROVIDED PER 15 15 -'� E•NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS _ 5 MAX. 0 LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN-12" A _-- ABOVE GRADE OR THE ADJACENT SURFACE AT THE FL b 10 I n 104 I r BUILDING EXTERIOR. P DR�RM. - 12 ' EGRESS NOTE: 3 25 S.F. I IN COMPLIANCE WITH NEW YORK STATE BUILDING CODE,SECTION R3I0.2.1;THE FOLLONIIN6 MEANS OF 12 103 EGRESS SHALL BE FOLLOWED: i NET CLEAR OPENING........... 57 S.F. NET CLEAR HEIGHT............... 24" MINIMUM � I'-O ROOF I NET CLEAR WIDTH................. 20" MINIMUM TYPICAL BATHROOM NOTE: OVER-HANG OI. WALL BOARD I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN I ALL BATHROOMS - 5 PROPOSED ONEW ATTIC ACCESS - PULL DOWN STAIR: CRAWL SPkGE O i INGROUND POOL I. MIN. 550 # CAPACITY 28q 5.1 m POOL HOUSE \ ATTIC FILED UNDER 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") 2-15 S.F. I HATCH I SEPARATE 3.DBL. FRAMING WHEN NEW OPENING L 102 APPLICATION 4.WEATHERSTRIP ACCESS OPENING d PROVIDE R-4q I I INSULATION ABOVE w/WD. FR. (OR. 170) BAFFLE OR RETAINER TO PREVENT INSULATION FROM ENTERING DWELLING WHEN OPENED,AS PER NY5 EGG R402.2.4 FLAT CEILING (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE H Z THERMAL ENVELOPE OF BUILDING). ABOVE I I 5. INSTALL AS PER MANU. SPEC.s (((JJJ W • I I � 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. I-I I-I N�I SM/� I-I I-I I-I O A-201 I A-201 I A-201 A-201 A-20I A-20I V NEW PLUMBING FIXTURES: Ob ALL NEW PLaJMBINb FIXTURES TO COMPLY WITH PG 405. "i II STONE PATIO ® SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. GRADE I O NEW TILE FLOOR: I. NEW TILE FINISH (H.O. TO SELECT) UPON IOI 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON 15 IS 3.NEW 4" OUROCK GEMENTBOARD (OR EQUAL) UPON 4.NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE d SCREW);, m SCREW PERIMETER OF SHEATHING 6" O.G. d 12' O.G. ® ,� • : - - - _ _ PROJECT: INTERIOR. - I NATURAL LIGHT 8 PROVIDE H.O. SELECTED POLISHED STONE FINISH SLAB UPON _ _ -ry _ _ _ _ ^_ 1-2:, VENTILATION 14 O GOMTED I o FIREPi�AGE q I FLOOR FIREPLACE LEDGE. FILL AR 2-15 S.F. B LETSAS NEW FIREPLACE: POOL HOUSE O I. PROVIDE NEW WOOD-BURNING FIREPLACE UNIT;H.O. TO S.F. REG. S.F. PROV. SELECT. p LIGHT 21.& 5.F. 55.5 S.F. 2. CONNECT AS PER MANUFACTURER SPECS. I I I I READ 3. PROVIDE ALL NECESSARY VENTING THROUGH ROOF. 8 VEQD IO.q S.F. 106.E S.F. WATER HEATER o 10 NEW BO5CH - "TRONIC 6000 W1­12-1" ELECTRIC WATER m" m n 905 WILLOW DRIVE HEATER(OR EQ). Q Q I. MOUNT UNDERNEATH COUNTER. I I I I ,:I2 -7:I:2 EAST MARION, N.Y. 11939 2. INSTALL PER MANU. SPEC.'S. I I SLOPING GEILIN6 I 51-09NG GEILIN6 I ELECTRICAL 5UB-PANEL: II NEW 100 AMP ELECTRICAL SUB-PANEL LOCATION; I I I I I DRAWING_ TITLE: ALL INSTALLATION AS PER NY5 ELECTRICAL CODE. 12 CRAWL SPACE ACCESS HATCH: I PROPOSED FOUNDATION PLAN REMOVABLE FLOOR PANEL w/350 L_B5. CAPACITY. PROVIDE DOUBLE JOIST FRAMING AROUND OPENING. © © I L J L J PROPOSED FLOOR PLAN NEW 6" SEAMLESS GUTTERS 8 DOWNSPOUTS; WHITE 4 PROVIDE 2',P, 50 &AL. N PROPOSED PROPOSED ROOF FRAMING PLAN 13 ALUMINUM (TYP.) VRY�LLL FSO OR OTE UTDOOR 51NK; I I CO 345D PATIO SEE OUTDOOR ISLAND; 14 GUTTER HIGH POINT (TYP.) I I ISTONE STONE TOP FINISH d 10 PAGE: UNDER-FLOOR AREA VENTS - 15 I. NEW Ib"xb" (MIN. SIZE) VENT TO PROVIDE MIN. I S.F. NET VENTILATION OPENING FOR EACH 150 S.F. OF GRILL �� . UNDER-FLOOR SPACE, PER 2020 IRG R405. �� I I l� IV CONNECTED TOI I ON. 2. INSTALL AS PER MANU. SPEG'S WI'1F+IN 3'-O" OF \ 00 PROPANE LINE BUILDING CORNERS. \ p u i FROM HOUSE 3. 51TUATE VENTS WITHIN F.J. BAYS AND AVOID POINT \ I I v LOADS FROM ABOVE. IF POINT LOADS UNAVOIDABLE, PROVIDE DBL. RIM JOIST ABOVE. I I \ I I DATE: 04/28/23 5 OF 8 4. PROVIDE FOUNDATION VENT WELL d COVER AT ALL 10'-O" ROP. COVERED VENTS BELOW GRADE; INSTALL PER MANU. SPEC S. I I / Fur_ -1 \ I I PORCH FILED Fur_ 1 r UNDER 11 __ SEPARATE HIGH EFFICIENCY LAMPS: I REF. I _ APPLICATION NOT LE55 THAN 10% OF THE PERMANENTLY INSTALLED LI&HTIN6 - - F - - FIXTURES SHALL CONTAIN ONLY H16H-EFFICACY LAMPS, AS PER O 2020 NYS EGG R404.1 a J �, f - U HOT WATER PIPING INSULATION: MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE IS' O 14 - eGJ �.d INSULATED TO AN R-VALUE OF NOT LESS THAN R-3 FOR THE '1 J U N 2 8 2023 0 4-r s FOLLOWING CONDITIONS PER 2020 NY5 EGG R403.4 d R403.5: !V 'A.y. I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING _ <E yI ' FLUIDS >105°F OR<55°F (R403.4) 2. PIPING 4" AND LARGER IN NOMINAL DIAMETER ' } ° .a' °•I_;L 3. PIPING SERVING MORE THAN (I) DWELLING UNIT v C/4 � ;.V 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE -�.* F�,,,, 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD FROPOSED FOU DA7I ON PLAT ' FROFOGE� FLOOR PLAN }� I PROPOSED ROOF PLAN N b. PIPING LOCATED UNDER A FLOOR SLAB I� I� �J j� f-�I� �J j"'� 1. BURIED PIPING b. SUPPLY d RETURN PIPING IN RECIRCULATION SYSTEMS OTHER THAN DEMAND RECIRCULATION SYSTEMS. SCALE: I/4" = I'-O" SCALE: I/4" = I'-O" SCALE: I/4" = I'-D" BUILDING SECTION NOTES NEW ROOFING NOTE (TYP.): t1 CONNECTION 'A' AS O I. INSTALL NEW ROOFING AS PER ELEVATION NOTES Q PER PAGE 6-003 2.INSTALL ICE AND WATER SHIELD FROM FA5GIA UP TO C0 PROPOSED RIDGE H_E16HT W _----------_-------�_ NEW RIDGE 224" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS OVER Lu ELEV. +I5.6 3.INSTALL 15 # BUILDING FELT N.O.N) OVER -j CD 12 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAM5) cy) 5. GAP SHINGLE OVER RIDGE 4 HIPS (AS REQ'D) Q L- (V •7 \� I 6.PROVIDE RIDGE VENT(AS REQ'D) li �c In CONNECTION 'BI' A5 GO-ORDINATE BIRD5MOUTH 'i. FLASH ALL VALLEYS PER PAGE 6-003 ATTIC TO ENSURE R.R. NOTCHED 5.INSTALL DRIP EDGE AS REQ'D c ^ NEW R.R. TO G.J. LESS THAN 25% OF 9. INSTALL ALL AS PER MANU. 5PEC.'s = _ ^ Q RAFTER DEPTH (TYP) Lo >. Co PROPOSED TOP PLATE 2 TYPICAL ROOF 4 CEILING CONSTRUCTION: L 0 Z • NEW ROOFING A5 NOTED ■- 6 ELEV. +10.5' J O . 1/2" GDX PLYWD SHEATHING (BLOCKIN6 ® ALL PIWD C>3 Y �" ^- L (� ^ SEAMS) >1C • R.R.,C.-J., 4 G.T. AS NOTED ON PLANS (® SPANS OVIER cO GO x0 ate, N 2 8' INSTALL "X" BRIDGING ® CENTER OF SPAN,U.O.N.) C� -- - - -- • PROVIDE R-44 BATT INSULATION WHEREVER ALLOW mED ------- ----- - — — - 3 PER ATTIC SPACE; IN ALL OTHER AREAS, PROVIDE � C; C13 THK. SPRAY FOAM INSULATION (R-49 ® R-'i/INCH) Q ^ a PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES -- — _ --__--_----_--_ _ - �_------ - _=-=--------- ---_ _ � POOL 4 CONNECTION E' AS PER PAGE 6-005 p HOUSE O NEW EXTERIOR WALL CONSTRUCTION (TYPJ: - --- ------ -- -- ---- - - 3 "TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON NEW STUD TO SILL — -_ - ---- - --- - --_---- __- - PLATE • 1/ . SHEATHIN ( LOCKING ® ALL PLYWVD -- - - �� GDX PLYWD G B SEAMS) UPON — -------- ------ --__= ---- ----- --- --- -- --- --_— 2"xb" STUDS ® I6" O.G. w/DBL. TOP PLATE PROPOSED FIRST FINISHED FLOOR . M- - - - --- - - - — -- - _ IN. R-21 BATT INSULATION L4� � ELEV. +0.4' 5/8" 6YP5UM BD. WALL FINISH STONE FINISH UPON NEW 51DINO NOTE (TYF.) m 2" SAND BASE 3 BASELINE -- - --- - O 2 "TYVEK HEOUSE WRAP (OR EQUAL) NOTED ON ELEVATIONS 4�J ELEV. +O.O' S . 3.INSTALL ALL AS PER MANU. 5PEC.'s U • 4" COMPACTED 4.PROVIDE ALL NECESSARY TRIM FOR PROPER CRANL CONNECTION 'DI' AS AC76REOATE INSTALLATION n PROP. MONOLITHIC SLAB /� SPACE m PER PAGE 6-003 / 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL W m —/ NEW FLOOR ASSEMBLY TYPICAL FLOOR CONSTRUCTION: ��J W 5 20 ELEV. -1.3' TO SILL PLATE O O I. TIL FINISH (H.O. TO SELECT) UPON 2. ONE LAYER THIN5ET(LEVELED PROPERLY) UPON rL 3. J" DUROGK CEMENTBOARD (OR EQUAL) UPON 4. 3/4" T46 GDX PLYWD. SUBFLOOR GLUED 4 56REWED S G T I O N I I/ - O I 5. F.J. AS NOTED ON PLANS - AT SPANS OVER &' INSTALL 102 103 - 'X' BRACE ® MIDSPAN 6. MIN. R-30 BATT INSULATION (ONLY BETWEEN FIRST F — SCALE: I/4" = I'-O" -►_ 2"OOR THK.THK. SNPRAY FOAM FOUNDATION AT)BLD6. PERIMETER RIM JOISTS < •— NEST ELEVATION (RI O HT SCE E - FAG I NO POOL) � SCALE: I/4" = I'—O" Q PROVIDE 5" (MIN.) GONG. COVER OF ALL REBAR WITHIN P. GONG. PROVIDE STRAPPING 4 NAILING FOUND. WALLS 4 P. GONG. FT6'S. AS PER CONNECTIONS 'D' 4 'E' IN ELEVATION NOTES "TYPICAL NAILING/STRAPPING REQUIREMENTS FOR UPLIFT, NEW 2"xb" (BELOW STUD) 4 2"x4" SHEAR, 4 LATERAL RESISTANCE" (BELOW F.J.) P.T. SILL PLATES TYPICAL ROOFING: ON PAGE 6-005 ® EA. J015T / UPON SILL SEAL UPON COPPER O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM STUD (AS APPLICABLE) TERMITE SHIELD; CONSTRUCTION STANDARDS WHERE FOUNDATION WALL 2. H.O. TO VERIFY FINAL COLOR 4 MATERIAL SELECTION PROVIDE INSULATION PARALLEL TO F.J. ORIENTATION, O Z BEFORE INSTALLATION BETWEEN CAVITIES OMIT F.J. SILL PLATE 4 4" LEDGE O z PER ENERGY TABLE ARCHITECTURAL 30 YR. ASPHALT SHINGLES; m (WHEN APPLICABLE) NEW 5/8"O HOOKED ANCHOR COLOR TO MATCH MAIN DWELLING 6 6 BOLTS w/5" SQUARE WASHER 4NOTE: RIDGE BD. RIDGE BM. FLOOR SYSTEM AS ENDNUT;5PAGIN6 AS INDICATED ALL P. GONG. SHALL -- NOTED ON PLAN ON 6-005 FOR STUD WALL 4 ® BE 4,000 PSI (MIN) O PROVIDE CONGEALED FLASHING AT ALL ROOF4 _ 4 - INTERFACES. " O.G. FOR F.J. PLATE - - - _ ASPHALTIC, DAMP STONE ATTACHED ----- - -- --- ---- OFIN6 TO EXTERIOR TYPICAL 51DINO: STONE PATIO - - --- -- TO GONG PA ----- -= - -_—�_:_--_-- _-_ PRO O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM _-°-- -- - _ _ - '�— al PER MANU. REQ. BEND REBAR FLOOR TO BE CONSTRUCTION STANDARDS _=— (1) #4 REBAR TO SLAB SELECTED BY 2 H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION --- -- - - ----• _ - all GRADE CONT. ® TOP HOMEOWNER O.J. . . . BEFORE INSTALLATION _____- _-.- _ _ _____. PERIMETER ORP. -- -- --- ----- - — -------- ------ ------ I BM. BEYOND ' 4" - a °• <, a ,° =a STUCCO; H.O. TO PROVIDE COLOR • 1( � � \� #4 HOOKED VERT. REBAR ® 45" O.G. — "r z I /�//�//� / 4" P.GONG.SLAB w/ ONEW b SEAMLESS GUTTERS ,g DOWNSPOUTS; WHITE 4 x =Q n w II \/�/�/� 6"xb"-10/10 W.W.M.UPON 4 ALUMINUM (TYP.) P. GONG. FOUND. WALL (MIN. 4,000 PSI) a�f < IY Q / / / / / / 1 / / a Q «�� O ° �/�/�/�/�GOMPAGTED FILL \� iL 10" (W #5 REBAR ® 6" O.C. ALL PERPENDICULAR TO I - EBA 3 OFIREPLACE 4 CHIMNEY FINISH TO BE STUCCO; _ JOISTS, AS SHOWN); 8" WHERE WALL II _� z 14 20" MIN. S MATCH COLOR WITH HOUSE PARALLEL TO J015T ORIENTATION a /�� �� �� �� �� �� �� �� �� �� (COORDINATE w/ N - - // / // // // // -- - #4 HOR. GONT. REBAR ® TOP 4 5" �• P — nal / / / / / / / / � FT6. PLACEMENT Z ROOF VENT HEIGHT: O, GONG. WALL II II a \ \ \ \� ��\�, �� �� �� O6 VENT SHALL EXTEND MIN. 3'-O" VE"RTIGALLY ABOVE THE _ BOTTOM OF WALL (2 TOTAL) 11 - °a .. °II m— FILL POINT OF ROOF PENETRATION 4 MIN. 2O'- " VERTICALLY II a — II II iU P. GONG. CONT. FT6. (MIN. 4,000 PSI) �`I1 #5 BENT REBAR ° II II • - v�X/ ABOVE ALL ELEMENTS WITHIN 10'-O" MEASURED ® 36" O.G. II II -! // // // // // / // HORIZONTALLY, AS PER NY5 RC, 62427.5.3 4" P. GONG. SLAB II Z Ipll - p \ �\ �\ �\ �\ �\ �\ �\ �\ �\ LEDGE O (1) #4 REBAR 11 11 " //� � � � � � ��/ FINISH j 101 _ \\i STONE PATIO W� • I I< CONT. ® BOTTOM I I I I i i\�\\i i c . .: %\\% FLOOR 16" WIDE x 5" DEEP P. GONG. FTC,. FRONT SOUTHLVTI ON )RR b MIL POLY m ) ( MOISTURE RETARDER (3) #5 HOR. Ip NORTH ELEVATION ( La 14" ORAVELI BASE 3" I 1 I g„ I I I REBAR �JJ < GRAWLSPAGE ( -4I I SCALE: 1/4" 1'-0" SCALE: 1/4" 1'-0" 3) #5 HOi CONT. REBAR �34 PROJECT: PROV. GLEAN GO - I I I ( I I ( ( COMPACEDIPi FILLGi BLETSAS FOUNDATION MALL DETAIL 2 FIREPLACE HEARTH DETAIL Cf FIREPLACE DETAIL POOL HOUSE A-201.00 SCALE: 5/4" = I'—O" A-201.00 SCALE: 5/4" = I'—O" A-201.00 SCALE: 3/4" = I'—O" 905 WILLOW DRIVE EAST MARION, N.Y. 11939 DRAWING TITLE: 2'-0" LAP - #5 REBAR (TYP.) 2'-0" LAP (T,YP) PROPOSED ELEVATIONS 6 (TYP.) PROPOSED SECTION ------- — — — — ---------- -- -- �__—_— --- - ----- ---= ---- - - - -- _- DESIGN D ETA I LS — --- ------- - -- ------ -- ---- — - - _ -_--- ---- - -- - -- . --__- -__ ---{i-------- ----------- -- -- -- ------ — — ---------- -- - --- - --- --- - --- - -- - - -_--. PAGE: I I 1 I 1 I —.- -- - ---IL--IL---1 ------- ----__- - -_-�--I�---T — Ii Ii II II I II -201000 I I 11 I II #5 REBAR(TYP.) Q 1� Q-. Ij Ij II J� J n- I I I I li #5 BENT #5 SENT Q I I I j I oI I I o DATE: 04/28/23 OF 8REBAR (IYP) REBAR(TYP J 6 d) I I I I I �eD AP��� F.F.- I,oy ;>� 0 � 'T' GONNEGTI ON CORNER CONNECTION '"� EAST ELEVATION (LEFT SIDE) N �- SCALE: 1/4" = 1'-0" 4 REBAR OVERLAF DETAIL ��/' u3.7 ..�h A-201.00 OF `q SCALE: 3/4" = I'—O" EL�GTRIG�-4L SYMBOL KEY: � TYP. ROOFING (SEE RESE55ED 4&4 HAr FlxruRE SECTION NOTES) 120V DUPLEX OUTLET FIX � TYP. ROOF CONSTRUCTION ORova�5 SELECTION M O� O.C.RATED wgN IN�.e+vt-LOPES Li (SEE SECTION NOTES) 120V DUPLEX FLOOR OVrtET MOISTURE RESISTANT LIGHT TURE W PROVIDE SIMPSON G520 N ___I 0 22OVAO HANGING FIXTURE - STRAPPING GONNEG'rING LP 22o H OVdt=J255EL.EtnON w N RIDGE POST BM. d P5 P P DUPLEX 6R�TFAULr INrL Pr - �5�TI�FlXTIIRE Q l DROPPED BM., B H:2.5A �R 120V GRouND FMA T INrEraiPrI INTEMOR WALL SCONCE O RAFTER TIES CONNECTING EA. R.R. TO DROPPED BM. — —— — — Q WP/6FJ.��PROOF DUPLEX OUTLET —L OVd1EfL5 5ELEGTION w BEAM SUPPORTING RIDGE O 0 w 1^ � .AMGTION BOX OR POTER EXTERIOR MOUNTED LIGHT FIXTURE, '� u, POST AS PER PLAN © FOR FIXTURE/APPLIANGE EXTERIOR - BE MOISTURE O ' O _ PROVIDE "ABESCO FF200 FR RESISTANT-OYt8t5 sB scnON _ EXPANDING FOAM" (OR EQUAL) kw SINGLE POLE SHTW FIJIORESrB uGHr �— Z AT ALL PENETRATIONS IN FIRE D nxnmE 0 .c (0 r-- RATED WALLS AND DOOR SHTCH 0- "N 50 G.F.M.EXHAUST .Y FLOORS/CEILINGS. PRODUCT 3 ® X CONFORMS TO ASTM E &14, 0 o (.0 HARE)BOARD ATTIG/ROOF MJLnPLE POLE swrcH FAN w/DAMPER >1 U ASTM E &4, AND UL 14-I9 DROPPED BEAM O HARD TIRED LSAT E s0 G.F.M.EXHAUST 0 O 5M DETECTOR B w/BATTERY FAN w/LIGHT t DAMPER, � O `► �i'1 AS PER PLAN EL OEND STRIP LIGHTING � (V O v PERMAGAST COLUMNS AS PER PLAN ____ 0 GARAGE DOOR OPENER w/ "SIMPSON" PC64 (FOR 5 PLY M) POWDER ROOM POOL HOUSE —� SUPPVL�IYATER w a '1�5s'wmxLnON ^a a— � :2 O B OR "SIMPSON" BC52-2/4 OR 2 PLY BM) POST GAPS .._.._.. COLD WATER Q, SUPPLY 0 IL I OUTDOOR PROPOSED SHOWER COVERED j� --�—J I I 3 I PATIO t� I � v I � — =1 �v W.G. zl p iv I � U cv I m <vl I� KH. it - rn W.H. T-I :0 I I I I CO\/ERED FORCH DETAIL �t-=._-. --_ _-__:'_ .......... : A-501.00 50ALE: 5/4" = I'-0" NOTE: I i i I SHOWER ALL PLUMBING WORK 1 I I • GRAWLSPAGE SHALL CONFORM TO LOCAL PLUMBING CODE L.•_ -..-.I_.,_,._.._..-..-1. _ �TO DWELLING, PERMAGA5T COLUMN AS PER THEN TO U PLANS; INSTALL AS PER MANU. PRIVATE WELL SPECIFICATIONS RISER D I AORAM - NATER SUFFL`I' Q - GRADE SCALE: NTS 12"(P 'SONOTUBE' FILLED SOLID w/P. CONC. (MIN. 4,000 PSI) {�II' 0 - JB •I i ; •• O �— — � — REFF. I . •.li I. z (2) #5 BENT REBAR FL J NEW W'xl8"x12" DEEP II II P. GONG. PAD FT6. JJ (MIN. 4,000 PSI) 4" FRESH AIR VENT I J L THROUGH ROOF I I I ' NEW(2) #5 HOR. .It REBAR UPON (2) #5 HOR. REBAR(4 TOTAL) I FEIR MACA5T COL. FTO. DETAIL PROVIDE "ABESGO FF200 FR EXPANDING FOAM" (OR EQUAL)AT ALL PE \ I A-301.00 SCALE: 3/4" = I'—O" I RATED WALLSA D TION5 IN FIRE I ` ATTIC \ HATCH FLOORS/CEILINGS. PRODUCT I I CONFORMS TO A5TM E 8I4, L \ �1I I POWDER r— i —-1 POOL HOUSE ASTM E 54, AND UL 14'f9 ROOM I 1 I I �2 I O „I 2" 4"x4" P.T. POST -1 2 1 1 1 GLEAN OUT OUTDOOR \ I SM I CEMENT SIDING GLADDED I I 3" I AS REQ'D SHOWER PROPOSED \ SURROUND (COLOR TBD) 1 I I COVERED I \ I I STONE PAVERS ® PROVIDE F.A.I. PATIO I \ "SIMPSON" ABA44 SHOWER FLOOR 14 �\ ® COLUMN BASE G.O. 3„ � I tV G.O. \\ FINISHED GRADE 11 G O SHOWER 1_ w 8"4) SONOTUBE' FILLED �jj 4 1 V SOLID w/P. GONG. U NOTE. z 4" DRAIN G.O. 2 (MIN. .4,000 PSI) a Z ALL PLUMBING WORK — — — — - GRAWL5PACE SHALL CONFORM To CONNECT TO O I LOCAL PLUMBING CODE 4" SANITARY PIPING OF POOL 50 I DWELLING (ROUTED HOUSE GAL. / m TO SEPTIC SYSTEM) DRYWELL DRYWELL I I I w RISER D I AORAM - DRAIN / NASTE / VEIN I I �I I //' `\ PROJECT: SCALE: NTS -� OUTDOOR SHONER DETAIL / I ; / II BLETSAS A-301.00 SCALE: 5/4" = 1'-0" / I I -�- POOL HOUSE \ � I I 905 WILLOW DRIVE \� EAST MARION, N.Y. 11939 - I- DRAWING TITLE: - ATTIG/ROOF DESIGN DETAILS I / RISER DIAGRAMS PROPOSED ELECTRICAL PLAN NOTE: ALL PLUMBING 4 PIPING PENETRATIONS: FUEL OAS WORK 1. PROVIDE "ABE500 FF200 FR SHALL CONFORM I / PAGE: EXPANDING FOAM" (OR EQUAL) TO LOCAL Fo AT ALL PENETRATIONS AT WALLS PLUMBING CODE 4 AND FLOORS/CEILINGS. FUEL GAS 2 A-301m00 .PRODUCT CONFORMS TO ASTM E 814,ASTM E 84, AND UL 14-79 IL F VERIFY SIZE w/MANU. OUTDOOR DATE: 04/28/23 7 OF 8 GRILL RC GRAWLSPAGE "' D AR ELECTRIC PLAN r0 �y M. RQ TO D HEN TO BURIED „ _ „ t[l� �O a �J1 SCALE: 1/4 — I —0 C= r PROPANE TANK * ert i 1 4, O 7 j. 0174 RISER D I AORAM - OAS SUFFL`I' OT NE�`� SCALE: NTS OEI ` ERAL S*`�rI I50L <E*'�r : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.O. STL. EXISTING TO REMAIN WHEN APPLICABLE) Lu --{ NEW WOOD FRAME (L.O. �T NEW FOUNDATION WALL f---i STL. WHEN APPLICABLE) w �J M VNEW I-HR FIRE RATE ® MIN. (2) 2"x4" STRUCTURAL �, p � WOOD FRAME (L.G. STL. POST FOR 4 WALLS Q a--+ LO WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR (0" WALL5), U.O.N. O 0 NEW 2-HR FIRE RATED - w 0 _ WOOD FRAME (L.O. STL. 0 O } WHEN APPLICABLE) CL O b7 z co STRUCTURAL PLAN NOTES POST 4 COLUMN DESIGNATIONS: X - (V POSTS 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED p O O +-+ AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY a--r SINGLE SPAN STRUCTURAL MEMBER: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED O m cc O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES 4 STANDARD ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENTS. C N O Q � ABOVE INDICATED P05T5/BEAM5. OSTACKED POST/COLUMN: M--R (2) 2"x4" POST g2 (2) 2"xb" POST LOCATE INDICATED P05T OR COLUMN ABOVE/BENEATH POST OR COLUMN ON FLOOR SELOW/ABOVE. NEW UN-REINFORCED P. GONG,. SLAB 0-- (3) 2"x6" POST � (3) 2"x4" POST B3 O I. NEW 4" THK. UN-REINFORCED P. CONC. SLAB UPON 2. b MIL POLY VAPOR BARRIER UPON A4 (4) 2"x4" POST B4 (4) 2"xb" POST 3. 4" (MIN) GRAVEL BASE HOLDOWN (FOUNDATION TO I5T FLOOR): 2 4B HOLDOWN 'B' AS PER PAGE 5-003 MM­E5 (5) 2"x4" POST B5 (5) 2"xb" P05T3'-1" 3'-8" 4J ONEW ATTIC ACCESS - PULL DOWN STAIR: I. MIN. 550 # CAPACITY 3-1/2" O.D. SOH 40 5-1/2" O.D. 50H 40 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") STL. COL. (ASTM (�� STL. COL (A5TM • 3.DBL. FRAMING WHEN NEW OPENING - 1-1 AI23) BY SIMS `�� �u� AI23) BY SIMS II 4.WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-461 STEEL (OR EQ) STEEL (OR EQ.) - 1 J INSULATION AB w/OVE ND. FR. (OR EQ.) BAFFLE OR �1� RETAINER TO PREVENT INSULATION FROM ENTERING - 0 - DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 � � (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE POURED CONCRETE AND STEEL REINFORCEMENT NOTES:THERMAL ENVELOPE OF BUILDING). 4B _ _ _ 15'-O" _ - 5. INSTALL AS PER MANU. SPEC.'S I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT B - - 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND - � - - - - - - �• � I 4B - - - - - - - - - � U STRUCTURAL PERMAGAST COLUMN (5,000 LBS): DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. - (� REF ® STRUCTURAL SQUARE PERMAGAST COLUMN w/MIN. I 8 i0 I I I I L� 8p00 LBS LOAD BEARING CAPACITY. SEAM 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION 12 I I Q O I � I PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF ENTIRETY OF POUR.ALL BE GEONTAGT ARCHITECT WHEN �yATER D. THE FOUR 51TE SHALL REMAIN DRY FOR I I I COLUMN, AS PER MANUFACTURER SPECIFICATIONS. ENCOUNTERED. I I 10 I � 1 2"x8" G.J. I � O� cV �? I PERMAGAST COLUMN FOOTING 3 (PAD FTC.) 4.. I PWDR. RM. ® I6" O.G. I +/ iv 0 r r 6B PERMAGAST COLUMN UPON 12"0 F''. GONG. 50NOTUBE 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. UPON IS'xl8'xl2' DEEP P. GONG. FOOTING A5 PER I = _ _ _ I 25 S_F. J I I ti%o DETAIL 6/A-301. 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT I rY I 0 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE. I 2"xIO" F.J. I A2 OI6"x8" DEEP P. GONG. CONTINUOUS FOOTING A5 O.G. � PER DETAILS I/A-201 4 2/A-201 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED I I (2) I.75"xq.5" T.J. 2.OE MIGROLLAM LVL CARBON STEEL A5TMA615 GRADE 60. MM FOR SLAB5 DO NOT UPSET BM. BELOW POST TO HIPS ABOVE _ = 8 TYPICAL 6P.T 51ONPLATE�/IGOPF'ER TERMITE SHIELD LION: NEED TO BE EPDXY COATED. X O SILL SEAL;2"x4" P.T. SILL PLATE 0 LOWER SHELF 6. U.O.N.,REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS 8 3 I ° cv I I 2"xIO" R.R. 2"x10" R.R. 5 I I 016110.0. 016110.0. (WHERE 4" LEDGE INDICATED). SHALL BE STAGGERED. I g N ( • ANCHOR BOLTS AS PER PAGE 0-003 • P. GONG. FOUND. WALL AS PER. DETAIL I/A-201 -i. PROVIDE MECHANICAL DEVICES TO HOLD STEEL 4 HARDWARE IN I _ _ _ _ PROVIDE (3) 2"xb" • P. GONG. FTC. AS PER DETAIL(5) NOTED SEPARATELY PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, I I CRAWL SPACE I I i KING 5TUD5 AT EACH • ASPHALTIC MASTIC DAMP PRC>OFING TO EXTERIOR COVERAGE5,AND PLUMBNE55. HEADER, BETWEEN • B.O. FOOTING 3'-O" BELOW GRADE MIN. cmV 28q S.F. I I POOL HOUSE ( ATTIC ( DOORWAYS. FASTEN 8. CEMENT SHALL CONFORM TO A5TM C-53 FOR STANDARD WEIGHT 273 S.F. HATCH Q 7 I HEADERS w/51MP50N I t4 • I/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN �'1 APPLICABLE) CONCRETE. ( I _ _ _ _ _ HU0212-2 HANGERS I 0 • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / I 8 I I I Q STOO• MASON T(KHEN O AGGOUNTIFORLFINISH STONE ON THIN SE' I g • " I Q I � 'I.12 iv "7.12 FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) GONGETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE 2"xIO" F.J. I I x N O PROVIDE 4" SHELF FOR F.J. BEARING I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF • •: 0 16" O.G. I x CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE CLOSED FOUNDATION HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. to ® EXTERIOR FIREPLACE HEARTH: I. SEE DETAIL X/A-XXX. 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:45 AWAY I 10° 2"xl0" JOISTS ® I6" FROM BUILDING 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING 5HALL O.G. STACKED UPON I 2"x8" G.J. i CONFORM TO AGI 306. ® I6" O.G. 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER I a 4" SUB-FLOOR TO CREATE FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, 4_ IN NO GASE SHALL GONGRETE BE PLACED ON FROZEN 6RGUND/ .. FIREPLACE LEDGE I - BED ALL FLASHING IN ASPHALTIC MASTIC SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL BE ° 8 2"xl0" R.R. 2"xl0" R.R. DOWELED w/#5 ® b" O.G. VERTICAL TO EA. OTHER 4 TEMPERATURES WITHIN 10 F OF CONCRETE. I dJ I (2) 2AC HDE _ _ _ _ _ _ _ � FIREPLACE OPENING I I ® I6" O.G. ® I6" O.G. I TO MAIN FOUND. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. -- _ _ _ _ - - _ _ - REMOVE A5 REQ'D. I a : . •. I 4B L_ - . . II FOUND $ P05TS FOR OUTSHOWER: - - - - - - 4"x4" PC. P.T. P05T 4 a"(P P. GONG. PIER 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE 4B -1 SLAB UPON STEP A FOUNDATION BY AS PER DETAIL WA-301. PERMITTED WHEN NECESSARY. _ WALL AS EEO.D EARTH _ s FIREPLACE 4EARTH �t OCRAWL SPACE ACCESS HATCH: '1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR NGHER m FILL - 12 REMOVABLE FLOOR PANEL w/350 LBS. CAPACITY. I J I (3) L"!5"x A LVL BM. PROVIDE DOUBLE J015T FRAMING AROUND OPENING. AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. BEL POST TO RIDGE BM. A VE; A2 Z 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER PGwRING. tU INSTALL OVE PERIMETER DRO ED BEAMS M w g NON-CORROSIVE ACCELERANT ADMIXTURES ARE J _ I w D_ A la 01 0 V q. NON-CHLORIDE, , PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 N 4'-6" 4' b" c (A5TM C4g4/C4g4M, TYPES G AND E). O 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL Vi AREAS EXCEED ONE SQUARE INCH. II. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HASYL \ tll m y REACHED A COMPRESSIVE STRENGTH OF 800 PSI. 5" 5" 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. ° PROJECT: I I cv ©-] ©� 501L BEARING CAPACITY NOTE: I I r L J BLETSAS STRUCTURAL DESIGN OF FOOTINGS ASSUMES A 50IL - BEARING CAPACITY OF 1.0 TON/5.F. 6B bB v Q I COVERED PATIO v Q x �� 345 S.F. ( f_� POOL HOUSE THI5 50IL BEARING CAPACITY SHALL BE ACHIEVED BY \�' C` (�5 m Q - EXCAVATING THE EXISTING BROWN SILT LAYER UNTIL \O��O'\N \ 1 Q� BROWN SILTY SAND WITH GRAVI=L STRATA ('SM' SOIL TYPE) \O �O O w O Iw w Q 2"xl0" R.R. N OwO -- ENCOUNTERED, AND THEN BACKFILLING (IF REQ.'D) USING y�Qel n a Q N Q ® Ib" O.G. 2"xl0" R.R. ?o-.F _ _ _ ® I6" O.G. 905 WILLOW DRIVE GLEAN ENGINEERED FILL,COMPACTED IN 6 LIFTS,UNTIL / �� I t O w r_ (3) I."f5"xg.5" T.J. 2.OE MIGROLLAM LVL SM. _,� �O w THE DENOTED FOOTING BEARING DEPTH IS REACHED. SEE / / tu ALSO TEST HOLE DATA ON PAGE G-001. PROP I Q � BELOW POST TO RIDGE BM. 4 HIPS ABOVE; tn Q EAST MARION N.Y. 11939 m !>O z INSTALL ABOVE PERIMETER DROPPED BEAMS ry>N z f \PA./ ! I XJQz --A rQ�O fQ�O •Q I I a ,� '� DRAWING TITLE: c�VO�Q NO�Qin - _�u o o PROPOSED STRUCTURAL PLAN 03: v= O r bB bB d - Q 11 cV 74 61' 4fi___�B - II (5) 211xI2" DROPPED SM. J L _ B � / PAGE: S-10 ■ PROPOSED FOUNDATION STRUCTURAL PLAN PROPOSED FIRST FLOOD' STRUCTURAL PLAN FROPOSED ROOF FRAM I NO PLAN DATE: 04/28/23 8 OF 8 SCALE: 1/4" = P-O" SCALE: 1/4" = 1'-0" SCALE: 1/4" psi IA „;.. - ., .•„ .: .. mow. yqw.. ,,.,i..,y ..n w 'e. ';,a �^m ^,�,.,° � � .ai''t•'.' r 'r� ,,i �'!r�"��' .'aZ$"�.i”'`�y719..W '"T-a C.�Fa.ri��.^ �r,a O _ .,,_ - y. � :y '� ....�.,. z,s .''�";� t� .�'�- R'`y," ~Jr ' .' a `+',�, •d'" ':` C`_,�t. t r,� �., t. -�.'_`�'. .� .di4"p9 _ '� 4 �..-, � '°Y4y�' ?l.1`,4" • r s .� •R. .f r uj •�',� A ..�,zsC. s .. ....ws J � d"'L• ..� ','#.. '.'2-" _ 3 , PROJECT LOCATION & SCOPE S DME I! J r •^.,� . 7 „�D. f ' . :f `� , ,_ .1-f r. ( SITE ONING DATA � •-- � � ' � � PLAN & z �15-a :DK- } .�a'.vk i'bA', '�. ..,j.+ ..* `x •t . !..�^ '� 9 a"�, y, '�yfi, '`-/}+ram sl�.• r 1 1� "`-"".-'"/ hh «-+k,. ' ,.n� .9^'t .,off 1�'i [' ,•I '✓.a f � f f:y ." � 1 i• \ T d _... f'./'» i4;'Y �.' "". ',6 " F' �'" a"¢i,{� .F=*..` 1 'v '°`�� '{' '" ^;.�." f Jb�,A• _ ui �1.� ° _ •tl•" '�3"" "Ri 'x :.7 Y,' t�, `.g= -ati. _ '�! ;h a.`,�'.'.y'! 4'fr' - _./ _../ ..�'., .. .J GENERAL NOTES - ' 'i +� ,',,� 4; x'ea•4+a r ,. a . ..:y.:,. ,x .�A '! ; t'" ,,.,ti ' ,c'ri,,.,; ..do-''``, V — O 2.O O � . '"f'Y' " ; ENERGY TABLE N DRAINAGE SYSTEM CALCULATIONS: r �' • ' � PROP. POOL HOUSE 8 COVERED PATIO ROOF COVERAGE = 81b S.F. ~ '' STRUCTURAL DESIGN CHARTS o 816 S.F. x 2" RAINFALL EVENT = 136 GU. FT. 5TORAGE REQ,'D �'�' O (I) 8'� X 4' DEEP DRYWELL PROVIDES 165.55 CU. FT. 5TORA5E `';A '£ w .' k y'^`l' - ', �' , i n { ;.e! L� >: (9 •v+ 4?"r ' ,{t d C ` '0/P^} r•,i',''" ,.i 'i t' ,r }. � lJ r \ �Y TOTAL = 168.88 GU. FT, STORAGE PROVIDED ➢ r -®O�.00 OLDOWN, ANCHOR BOLT, rn z O 1 , . STRAPPING, & NAILING DETAILS •fa '- DRAINAGE SYSTEM INSTALLATION NOTES: p \ Oi , a n.j: '•�, .ram. Vim• '.,1 -'�' ,✓:'� . f V �v A MINIMUM OF 10 SEPARATION IS REQUIRED BETWEEN DRYWELLS 8 `' `` '' �' r m r"? - " ` '�'' FASTENING SCHEDULE r x fV ` � ,1i':p ' •'t ,'k` �:in' '.r+ a P fi' i' ., . t� ";f :IYr, .,` Yi r :`m WATER 5ERVIGE LINE, UNDERGROUND UTILITY LINES, OTHER ° d «. `{ , O p r \ DRYWELLS, SEPTIC COMPONENTS, LEACHING FIELDS, SEWER C SUBJECT PROPERTY O p I COMPONENTS AND THE EDGE OF ALL FOUNDATION WALL5. s.;'' {• : . . `� ' , _ z .. , \ y, Qy,, ,� - - QQ FRAMING GRAPHICS N CU Lr) N A MINIMUM OF 5 5EPARATION 15 REQUIRED BETWEEN DRYWELL5 � ' �`` " , r; , S.�tr �, �,` �;rm r E ,." ' ' . �� - ,:� <'` +�, BEAM CONNECTION PATTERNS Q O o O \ PROPERTY LINES. •.•r*w z �� t ';> w s `•saw. ° l�- t " �* / . "of,~ ; j • CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL. rt " " �' ?:. ,.�' $' • SEE AL50 DRYWELL DETAIL 1/0-001. �to r r # s } . .;;, `` FIREBLOCKING DETAILS \ ��. r•S is . �" 7� tom; �. ,✓' a'r�'$-^" �. ^�`._r'_`,l-\r^\r' /^ '-\. C.,f'� r^ .__ p °�•" `A'' "a.S.•,+ .f'„, ,.t' •r�;••�e,', :"`..,•e N�y' t'"d .p. ', A .taJ .,�`� 1�?yf ,,, •-aY.� ...%y,:e �,�.'.': rf .. ;t b' 'e. - •; 'd a!"xT� ',�, ;, .Fd ;v4 4""" .r ,,-, .-P,, _ PROPOSED FOUNDATION PLAN \ 51TE PLAN HATCH KEY: t!p j'r . ' `~ :' i..,. ��,,- r' " �' > I O I .O I N •'x > +` V ` E ACCESSORY STRUCTURE �' f i" ?`',' -'F�'99 x 4 r.' w`p ;:' J, <<� • `' '': '°,. x PROPOSED FLOOR PLAN ® PROPOS D G I \ �' 1 �°4'/' '` rA .r'� "'Y 6•' ,�•~.4• s r:^' •r "Ea,�, "1.'W. .{ y,' : J'i,y+'r• .t i" i� .:(a, r r a �{y t' ,� ;' �•' .° PROPOSED ROOF FRAMING PLAN C.+` A , aqwvi ..rf°.u�` W,Jc-.e,p*•''t R T 1 �c R`1r"'� 4 { / -- — ---- _ •.ir,,•+"t .., { MN -r, y J =a�,a ,�'.«' t4f �'pt Y{? y5 ' :� , SITE LAYOUT NOTES: L" *�f, d ... ' .J :y�' 1 .ti r' +gin " -�" `["�w ` P fit`".� — ----- -- \ \ :. . _ � . _ _. :... . '°aa .. . .. .: ._� _� . ��._�� >�t �O .OI PROPOSED EXTERIOR ELEVATIONS � I. TH15 15 AN ARCHITECT'S SITE PLAN & 15 1 z / 1 \ SUBJECT TO VERIFICATION BY A LICENSED LOCATION MAP BUILDING SECTION U '— ��\ \ SURVEYOR. THE INFORMATION DESIGN DETAILS / \ \ REPRESENTED ON THIS SITE PLAN IS TO THE SCALE: NT5 \\\ ARCHITECT'S BEST OF KNOWLEDGE. ('Yl .® DESIGN DETAILS . _ L1L��1I 2. SURVEY INFORMATION WA5 OBTAINED / \ \ VACANT FROM A SURVEY DATED AUGUST OI, 2022 . RISER DIAGRAMS \ LOT AND PREPARED BY: PROPOSED ELECTRICAL PLANS \ 5GALICE LAND SURVEYING U JA50N D LEAD I NGHAM \ \ N.Y. STATE LAND SURVEYOR �j— ® I ,Q PROPOSED STRUCTURAL PLANS LIC. #050756 - FROFOSED FOOL HOUSE NI TH GO�ERED FORGH . — \ �ccFS TELEPHONE: (631) 115-1-2400 1 < \ - FOOL HOUSE TO 5E CONNECTED TO PROPOSED I/A ONTS nWn ` LL \ ors t I � W E1-1- F = 1 1 pGK FROM LINES'' \ re"4 ` � EL.-36.72 LIN r 50 S�T�O gp,Nl'fAR`� cV \ 'b � N ( So DRYWELL CONNECTED TO � �\ POOL HOUSE, SHOWER, B Sip POOL BACKWASH CS \ / PROJECT / ZONING DATA LOT COVERAGE PROP, \��/ TAX MAP # 1000-22-05-12 DESCRIPTION (FOOTPRINT) AREA % LOT -- AG A COVER E LAND5G PE DE51ON BY ZONING M15MOT -- - - R-40 CONFORMING — - OTHERS TOTAL LOT AREA 40,155.0 S.F. I-STORY ND. FR. I \ LOT AREA 0.1 ACRES ��~ --- _ _ T i AG�iED GAR?�ARAGE j --3,078.E S.F. 1.710 POOL HOUSE w/ �� PROPOSED DWELLING W/ GRAWLSPAGE FILED I T 5UFFOLK COUNTY HD APPROVAL R 23 006�1 7 BEDROOMS _ I� (O BEDROOMS) I DWELLING_ / - F.F. EL.=34.7' I �❑❑❑❑❑❑❑❑❑❑❑❑❑ � \ �r~�✓�-` � PROPOSED COVERED PORCHES ® '130.5 S.F. 2.390 ❑❑ \ I - - --- - -- - - 'rROP053=D /�„ --. -- __--- -- i ❑ LrHL7i - �4✓0 5.F JI I ❑ � i ACCESSORY STRUCTURE REQUIREMENTS 'FOOL EQUIPMENT 25$\PROPANE GAS I 1 / j 50UTHOLD GODS 280-1a � PROPOSED INGROUNr� I \CONNECTION r ---- / ---•- ----------- ------ ----- - -------- -- -- - ------ - SWIMMING 1,250.0 S.F. ll 3.190- --- \ i�- POOL a . - -� � � / I! ._ �I PROP.�ooL EU�UTDOOt� SFdE31^lE� - F. b.l% �—� Un � �� � ( UNDE13l I POOL HOUSE ALLOWED PROPOSED COMPLIES �, PROPO� � -_ I� 11 z _ I OI —_ /r SEPARATE _ ----- -" PROPOSED COVERED PATIO ] 555.0 S.F. 0.�190 - O APPLICATION fi- �1 _ _ MINIMUM SIDE YARD 15.0' 36.5' j YES PROPOSED_FIREPLT ,SEATING Q8.6 S.F. 0.290 iu rn � -.��- ��- � II ul I / I MINIMUM REAR YARD 15.0' 73.Q' YES TOTAL AREA OF ALL STRUCTURES 6,OG5.6 S.F. v 15 2go vLu MAX. SQUARE FOOTAGE 1200 S.F. 700.0 S.F. YES % `j � /�*MAXIMVl,4'LOT GhVERA�E ALLC NED - -203b o = BURIED ELEG. - i Jw/ / ��� LINE TO POOL PATIO / '� PROPOSED PATIO < 8" FROM PROPANE PROP. HOUSE ` 18 Q�x8,1 I GRADE -- - --2,D06.b S.F. 5.090 --� g a 0 W �GOVERED \ \ D.W. / �.:_------ / r � = N F �//�\\GRILL PATIO - -__ \" PROPOSED ASPHALT DRIVEWAY 1 2,ci72.0 S.F. -7°4 0 1 z p < O z a I I / COVERED PORCH y I /OUTDOOR SINIK � i 1 TO NEARBY D.W. VIA ._ � LEADER FROM /�i 4 I VACANT \ \ / ------ \ > LOT w N rl DOWNSPOUT -_�� -___ \ \ ( Q Q o m / I i � � \ \ -► � NOVEMBER 22, 2022 r i o o _______7 ___ __-_ 2-5TORY ND. FR. SINGLE - ( 8 THICK REINFORCED CONCRETE FAMILY DWELLING w/ TEST HOLE DATA NO S AE3 PROJECT: / BASEMENT 8 ATTACHED ELEC. MGDONALD GEOSERVICES 2-GAR GARAGE METER POB 1258 1 i� (7 BEDROOMS) LOC. SOUTHOLD, NY 1IQ71 F.F. EL.=36.4' I (651) 765-3677 ORASS SHOULDER ARE, (TYF.) 24" DIAMETER CAST IRON BLETSAS GARAGE SLAB EL.-33.8' MGDGEOD0MAIL.COM INLET ORATE FRAME I �� ___ OR DEFINE12 SURFACE GO\/ER I ;S,D bV6�% � � (UNDER SEPARATE APP) - ------ --�----- - POOL HOUSE jIl I OIL DARK BROWN LOAM - - - I /G \ ` — 905 WILLOW DRIVE �, I MIL BROWN SILT c ND.�Ii f\, �PROPAN�- COVERED,ST��P \ I --' i 1 3.0 — �J ❑ _—� EAST MARION, N.Y. 11939 POWERtD � �\ � IBURIE _FUEL LINES// GENERATOR I SM BROyTHSICL� SLAND I I I I------ - _ - -- - DRAWING TITLE: 1000 GAL. l i 1 5.0 - BURIED ( 1 _ / i-� H ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ PROPANE TANK �� / ` I I- __—1=1 _— PROJECT LOCATION & SCOPE 8'gpx8'1 RONT YARD 5=`FAG - - - - ( SDU� Z ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ A�P>=rArr - ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I �_ SITE PLAN & ZONING DATA I `--� DRIVEWAY cW�`� i I _ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ �_� IL i-. _ I ❑ ❑ ❑ ❑Lu ❑ ❑ ❑ ❑ ❑ ❑ - I 'A E BROPiN FINE TO COARSE SAND - - PAGE: O Ionil - — v --- i - G-00 .1m0l 1 i I w N --- PREGST GONG. °o I w o OROUND LEACH I NO RI NCB. SEE ,- DATE: 08/12/24 1 OF 8 ° 18 mx81 I° NITER GLGULTI ONS ON dJ I \ D.W. / PROP. I pi 1 dJ TEST LANDSCAPE I z 17.0 SITE PLAN FOR- RE N ASPHALT HOLE DESIGN i3Y I _ ['' ' DRIVEWAY EL=34.2 OTHERS I COMMENTS: NO GROUNDWATER EEFEGTI\IE DEFT �'' -' I C ENCOUNTERED. i n 2 -O D I�AMETERS 2 -O .- 1 I , .. , — -- - \ MIN. PER SITE FLAN MIN. 5 r� EL.=35.44' 561°20'00"E; 1 151.00' \ EL.=33.bqFILL GLEAN SAND a ORA�EL 1 .F L. ELEG. I STORM NATER DRYNELL DETAIL $ ` N I L L O N D R I V E BOX SCALE: 1/2" = 1'-0" S I TE PLAN 5GALE: 1" = 15'-0 " F-N F- A,L 5"-r I 150 L l\E"'�r : ALL NEW WINDOWS SHALL BE WEATHER SHIELD PREMIUM SERIES; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "G-005" FOR NAILING 4 STRAPPING DETAILS. EXTERIOR 4 INTERIOR COLOR TO BE BLACK. **SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER** _ EXISTING TO BE DEMOL_15HED NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. WINDOW CHART �� a WHEN APPLICABLE) - - --- ---- - - -_-_ _ - ---- -- EXISTING TO REMAIN - -- -- - -EGRESS ------ - - ----��-{{ NEW FOUNDATION HALL CLEAR W NEW WOOD FRAME (L.G. -1 ROUGH OPENING WINDOW DIMENSION LU TAG TYPE MODEL # - OPENING TEMPERED -- ---- -- !WIDTH REOV: 20 J CD STL. WHEN APPLICABLE'. -- _-_-- _- l/ HEIGHT REO'D:24" ^ NEW I-HR FIRE RATED WIDTH _ OPEN REO'D: 5.17 MIN (2) 2 x4 STRUCTURAL _-- �,_ _ _-- ---- I WIDTH HEIGHT POST FOR 4" WALLS -=HEIGHT= 11=- �� WOOD FRAME (L.G. 5TL.. A CASEMENT 2040 2-O I 4-O I -I 3 I I b7 WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL - -- - ------ ----- --- - _ - ---- o t POST FOR 6" WALLS), U.O.N. - O '� - CO NEW 2-HR FIRE RATED O O Z O WOOD FRAME (L.G. 5TL.. _ - -- _ - - - ---_-_-_ i WHEN APPLICABLE) DOOR SCHEDULE a •co (D 2 X m DOOR MATERIAL C (V FLOOR PLAN NOTE-5 DOOR4-J , 0 O �p •- C9 O DOOR NOTE: TAG DESCRIPTION MANUFACTURER p �tl NOTES O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT d N -J (V CD ON PLANS BY 'JELD-WEN' (OR EQUAL). WIDTH HEIGHT Q O O 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'THERMATRU' (OR EQUAL). I INDICATE5.NOTE VOF_5 NOT OR SAR r FIRST i'!..O:�P?-- - - --- - - - - - - -- - -- - - - - -- = 1 PROPOSED;SEE DESIGNATIONSS $ DOOR SCHEDULE. 4.PLACE DOORS 4 MIN. FROM INSTALL AS RESERVED AS PER MANU SPEC.s W 5. TALL 6.PROVIDE (2) 2"xl0" HDR., U.O.N. -1. SEE PAGE 6-005 FOR ALL OTHER FRAMING IO2 OUT5WIN5 ANDERSEN 6-4 8-O -- I 6080PALR ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. -- ---- ------ A SMOKE DETECTOR / GO DETECTOR NOTES: OUTSWING ANDERSEN 6-4A 8'-O" 6050FALRI. CONTRACTOR SHALL PROVIDE CODE COMPLIANT -- = - ---- - -- ----- �__ - -_, �I t J 2 103 -- --- � � I T r- O SMOKE /CARBON MONOXIDE COMBINATION DETECTOR 104 5WING JELD-WEN 2'7iF -O" 8'-O" • u HARD WIRED TO EACH OTHER w/BATTERY BACKUP. -- - -� --- - - - -- - I� --li 1 U • - 2.INTERCONNECTION BETWEEN NEW d EXISTING DEVICES ^ ` SHALL NOT BE REQUIRED WHERE EXISTING ALARMS ARE NOT INTERCONNECTED, AS PER: NY5 R514.4. - -- �� -_ -_ -- -T � � �� _ _ � � _ _. _. _ v - v � -- - �✓ 5.PROVIDE SMOKE/ GO DETECTORS AS INDICATED,AND v .v PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. T 4.SMOKE /GO DETECTORS TO MAINTAIN V MIN. HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DUCTS $ OPENINGS TO BATHROOMS w/5HO14ER OR TUB. 5. INSTALL ALL AS PER MANU. 5PEC.'5 r , 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR PROPOSED OUTDOOR m 11L SHOWER (OPEN TO IN COMPLIANCE WITH LOCAL CODE A�] WINDOW NOTE: ABOVE);4"x4" P.T. P05T5 O15" X 24" FLOATING w/2"x4" PT. WALL I. ALL NEW WINDOWS d DOORS SHALL. BE ANDERSEN BENCH CASEMENT, DOUBLE-HUNG, OR GLIDING (AS NOTED). CH • - INSTALL AS PER MANU. 5PEG.'S• „ , „ EI D E u I CD ❑❑ Ci 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; 2-6 4'-4" 4-4 3-10 SEE DESIGNATIONS B WINDOW SCHEDULE. STEPPING 5.FOR SUBSTITUTIONS,SEE NOTE #q IN "GLASS WINDOWS 0 O 0 STONES ❑ w AND DOORS" ON PAGE 6-002. Q 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH - ❑ CONTROLS 6.IN GENERAL, TEMP. &L. SHALL BE PROVIDED: m _ 6.1. FOR ALL SKYLIGHTS 6 OPERABLE PANELS OF 0 5WINCIN6,SLIDING, d BIFOLD DOORS 4 6.2. WITHIN IS" OF F.F. O O 0 = SHOWER HEAD 6.5. WITHIN 24" OF A DOOR `9 ❑�m� m 6.4. WITHIN STAIRWAYS 6 WITHIN 56" OF A LANDING 6.5. WITHIN TUB/SHOWER ENCLOSURES 1J 6.6. 5EE AL50 GENERAL NOTES ON PACE C-002 'k- 13 B 14 E 7. SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND _ •° • �` - - - - - -- WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM O Q 0 PROPOSED POOL (2) 2 xIO HEADER U.O.N. m m - - - REF.\_ ' '�/EOUI ENT /^ �./� 1`tt�� Uo^ 5.WINDOW FALL PROTECTION SHALL BE PROVIDED PER ,�- 15 15 ' NY5 R512.2 FOR OPERABLE WINDOW5 WITH SILL HEI6HT5 _I 4 LE55 THAN 24" ABOVE F.F., THAT ARE MORE THAN -72" - A p• - - -- -- I �t ABOVE GRADE OR THE ADJACENT SURFACE AT THE 6 10 BUILDING EXTERIOR. O r' 104 - 12 IN RM EGRESS NOTE: 25 S.F. IN COMPLIANCE WITH NEW YORK STATE BUILDING 12 12 I03 CODE,SECTION R510.2.1;THE FOLLOWING MEANS OF EGRES5 SHALL BE FOLLOWED: 5-5 PROVIDE PROVIDE SPIu',H d LIGHT IN NET CLEAR OPENINO........... 5.? S.F. CRAWLSPACE NET CLEAR HEIGHT............... 24" MINIMUM 1'-0" ROOF NET CLEAR WIDTH................. 20" MINIMUM "1 OVER-HANG j OTYPICAL BATHROOM NOTE: (Tyr) I z I. WALL BOARD I� I O� I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN ALL BATHROOMS g PROPOSED t�5 NEW ATTIC ACCESS - PULL DOWN STAIR: CRAWL SPACE O INOROUND POOL w I. MIN. 35O # CAPACITY 289 5.F, m POOL HOUSE ATTIC FILED UNDER N 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x509 213 S.F. HATCH SEPARATE Z O= 5.DBL. FRAMING WHEN NEW OPENING - 102 APPLICATION O J 4.WEATHERSTRIP ACCESS OPENING B PROVIDE R-49 N INSULATION ABOVE w/WD. FR. (OR EO) BAFFLE OR �n N 0 RETAINER TO PREVENT INSULATION FROM ENTERING ' 1:12 'f:12 g a DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 FLAT CEILING H = V (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE ABOVE 2 Z N THERMAL ENVELOPE OF BUILDING). I QQp 5. INSTALL AS PER MANU. 5PEG.'s - N�I N�l SM/GO / _ Q 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. I I I I I-I I-I O z a A-201 A-201 I A-201 A-201i A-201 A-201 U _ NEW PLUMBING FIXTURES: O6 ALL NEW PLUMBING FIXTURES TO GOM=LY WITH PG 405. 7 \ STONE PATIO ® SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. \ /\� GRADE O 24 NEW TILE FLOOR: d \ ~_ c I. NEW TILE FIN15H (H.O. TO SELECT) UPON w 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON -- 15 15 3.NEW DUROGK GEMENTSOARD (OR: EOUAI) UPON TV �t // O O 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE $ SCR ,TO SWITCH EW); ! Q SCREW PERIMETER OF SHEATHING 6" O.G. $ 12" O.G. ® m •° ® DINING .' ,i ROOM INTERIOR. L- - -- - - -- - O - � � PROJECT: - - � OPROVIDE H.O. SELECTED POLISHED STONE FINISH SLAB UPON I - _ _ 14 UPON FIREPLACE LEDGE. COMPACTED 1- - B L ETC Q C FILL '�- NATURAL LIGHT 8 `" "'' NEW FIREPLACE: -o FIREPLACE q VENTILATION POOL HOUSE I. PROVIDE NEW WOOD-BURNING FIREPLACE UNIT;H.O. TO FLOOR SELECT. AREA 2"13 S.F. 2. CONNECT AS PER MANUFACTURER SPECS. 5. PROVIDE ALL NECESSARY VENTING THROUGH ROOF. g S.F. REO. 5.F. PROV. WATER HEATER 1�4'-6" m ry 6'-h0" 4'-6" L16HT IO NEk4 BOSCH - "TRONIG 6000 WH2"1" ELECTRIC WATER fO n o REO,D 21.8 S.F. 53.5 S.F. 905 WILLOW DRIVE HEATER (OR EO). Q ' VENT I. MOUNT UNDERNEATH COUNTER. REQ,DFo.,, S.F. 106.6 S.F. � 1:12 1:12 EAST MARION, N.Y. 11939 2. INSTALL PER MANU. 5PEG.5. ELECTRICAL SUB-PANEL: SLOPING CEILING SLOPING CEILING II NEW 100 AMP ELECTRICAL SUB-PANEL. LOCATION; DRAWING TITLE_ : ALL INSTALLATION AS PER NY5 ELECTRICAL CODE. - 12 CRAWL SPACE AGGE55 HATCH: _ GOREDATIb " ` PROPOSED FOUNDATION PLAN REMOVABLE FLOOR PANEL w/550 LBS. CAPACITY. 545 S.F. PROVIDE DOUBLE JOIST FRAMING AROUND OPENING. Q Q O %FTIO 0 GRADE 7 _1 PROPOSED FLOOR PLAN to LJ LJ ONEW 6" SEAMLESS GUTTERS DOWNSPOUTS; WHITE B PROVIDE 2'(P, 50 GAL. PROPOSED ROOF FRAMING PLAN 13 DRYWELL FOR OUTDOOR SINK; ALUMINUM (TYP.) i 1 � SEE ALSO SITE PLAN m GRILL 14 GUTTER HIGH POINT (TYP.) O CONNECTED TO OUTDOOR ISLAND; PAGE: PROPANE LINE' STONE FINISH # UNDER-FLOOR AREA VENTS FROM HOUSE STONE TOP - 15 I. NEW 16"x8" (MIN. SIZE) VENT TO PROVIDE MIN. I S.F. NET VENTILATION OPENING FOR EACH 150 5.F. OF " p UNDER-FLOOR SPACE,PER 2020 I R:G R408. T O \2. INSTALL AS PER MANU. 5PEC'S WITf IN 5'-0" OFDN. A-101voi. BUILDING CORNERS. DO 5. SITUATE VENTS WITHIN F.J. BAYS AND AVOID POINT / U \ LOADS FROM ABOVE. IF POINT LOADS UNAVOIDABLE, PROVIDE DBL. RIM JOIST ABOVE. \ / DATE: 08/12/24 5 OF 8 4. PROVIDE FOUNDATION VENT WELL d COVER AT ALL 2'-6" II'-5" OF. COVERED 1 W G r VENTS BELOW INSTALL PER, MANU. SPECS. / �IGE i ;UG PORCH FILED I \ UNDER i1 pI� HIGH EFFICIENCY LAMPS: O MAKER. o REF. \ SEPARATE 1/ NOT LESS THAN q0% OF THE PERMANENTLY INSTALLED LIGHTING (� APPLICATION FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, AS PER 2020 NY5 EGG R404.1 71 RAISED COUNTER ® BAR SEATING L - 0 0 HOT WATER PIPING INSULATION: MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE 15'-O" r 14 ' p INSULATED TO AN R-VALUE OF NOT LESS THAN R-5 FOR THE FOLLOWING CONDITIONS PER 2020 NY5 EGG R405.4 $ R405.5: PATIO ® GRADE �TO SWITCH 1 ® LAUNDRY I. MECHANICAL 5Y5TEM PIPING CAPABLE OF CARRYING ROOM C, FLUIDS >l05°F OR <55°F (R405.4) 2. PIPING J" AND LARGER IN NOMINAL DIAMETER 5. PIPING SERVING MORE THAN (1) DWELLING UNIT ` 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE ` "a. 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD(0. PIPING LOCATED UNDER A FLOOR SLAB FROF05E�) I�FOU` � )A71 ON �I� FLAB rI� FROFOSEr�) I� FLOOR FLAY, � FR0 F0 5Er7) ROOF PLAN 7. BURIED PIPING 8. SUPPLY t RETURN PIPING IN RECIRCULATION SYSTEMS OTHER THAN DEMAND RECIRCULATION SYSTEMS. SCALE: I/4" = I'-O" SCALE: I/4" = I'-O" SCALE: I/4" = I'-O" BUILDING 5EGTION NOTE5 NEW ROOFING NOTE (TYP): a CONNECTION 'A' AS O I. INSTALL NEW ROOFING AS PER ELEVATION NOTES Q PER PACE 6-003 2.INSTALL ICE AND WATER SHIELD FROM FA501A UP TO 0 PROP_05E_D RIDGE HEIGHT NEW RIDGE 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS LLI ELEV. +15.6' OVER uj 3.INSTALL 15 # BUILDING FELT (U.O.N) OVER fB 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL 5EAM5) 12 5. GAP SHINGLE OVER RIDGE 4 HIPS (AS REOV) Q N 'T 1 b.PROVIDE RIDGE VENT (AS REO'D) � L0 CONNECTION SI' AS GO-ORDINATE BIRD5MOUTH -!. FLASH ALL VALLEYS 0') PER PAGE 6-003 ATTIC 6.INSTALL DRIP EDGE AS REOV Q `-- TO ENSURE R.R. NOTCHED r- NEW R.R. TO G.J. 2 LE55 THAN 25% OF °1. INSTALL ALL AS PER MANU. 5PEG.'s = _0 O RAFTER DEPTH (TYP) (9 PRO_P05ED TOP PLATE x TYPICAL ROOF 8 CEILING CONSTRUCTION: 0') Z i-� �� wvJ.'� ,� /�/ /� �w "v✓ �� �/- 6- i r ✓v �v ✓' ✓-✓"� ✓ ELEV. +10.5' -----� • NEW ROOFING AS NOTED aQ ` ^ O� r 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL PLYWD 1 •CD (9 2 SEAMS) >1 U • R.R., G.J., d G.T. AS NOTED ON PLANS (® 5PANS OVER I O CV 6' INSTALL "X" BRIDGING ® CENTER OF SPAN,U.O.N) (.0• PROVIDE R-4a BATT INSULATION WHEREVER ALLOWED O m •4�-r PROVIDE -1 -- - -- PER ATTIC SPACE; IN ALL OTHER AREAS, SPRAY FOAM - -- -.:-. v - - - - -- .-.---- - - -_--- - - - • PROVID2" THK S IPRAYA FOAM(N ULATION/® EAVES r- cc - -- ---- - - ------ - - -- --. G ONE' ' AS POOL 4 �. - - N W E EXT RIOR WALL CONSTRUCTION (TYP.): NEW STUD O TYVEK HOUSE WRAP (VENTED)U(OR, EOUAL)UPON 1 PER PAGE 6 003 p HOUSE ' TO SILL _ 3 PLATE 6 B SHEATHIN LOCKING ® ALP Y SEAMS) UPON - ----- = -- _-- _ - I 2"x6" STUDS ® 16" O.G. w/DBL. TOP PLATE PROPOSED__R_ST FINISHED FLOOR r MI N. R-21 BATT INSULATION --- -- ---- ELEV. +0.4' 5/5" GYPSUM BD. WALL FINISH 5 _ STONE FINISH UPON NEW 51DING NOTE (TYP): \ \ m 2" SAND BASE 3 BASELINE 1 ---__ ____ - O4 I. INSTALL NEW SIDIN A5 NOTED ON ELEVATIONS �J -_-,- / -_._-_-- - - - - 2."TYVEK" HOUSE WRAP OR EQUAL) { ELEV. +O.O' 3.INSTALL ALL AS PER MANU. 5PEG.'5 U • 4" COMPACTED 4.PROVIDE ALL NECESSARY TRIM FOR PROPER CRAWL O CONNECTION 'DI' AS AG6RECATE INSTALLATION n 1 PER PAGE G-005 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL Vf PROP. CRAWL_SPAG_E____ SPACE in m NEW FLOOR ASSEMBLY TYPICAL FLOOR CONSTRUCTION: � W 5 ® ELEV. -3.5' TO SILL PLATE \-_ O I. TIL FINISH (H.O. TO SELECT) UPON Pj - 2. ONE LAYER THINSET(LEVELED PROPERLY) UPON --- - \ 5. 4" DUROGK GEMENTBOARD (OR EQUAL) UPON 4.- -- - - \ �I 5. F.J. AS NOTED ONY LANS - AT SPANS U OVER V INSTALL r , SEOTI OI � I-1/A-2O I 'X' BRACE ® MIDSPAN �+ 6. MIN. R-50 BATT INSULATION (ONLY BETWEEN FIRST \ _-- _ � SCALE: I/4° = I'-O° FLOOR AND FOUNDATION) F.F. . 2" TH 7 K SPRAY FOAM AT BLDG PERIMETER RIM JOISTS NEST ELEVATION (R I OHT S 11�F - FAG I NO POOL) LAM � Q) SCALE: 1/4" = 1'-0" Q PROVIDE 3" (MIN.) GONG. COVER OF ALL REBAR WITHIN P. GONG. PROVIDE STRAPPING d NAILING FOUND. WALLS t P. GONG. FTG'S. AS PER CONNECTIONS 'D' 4 'E' IN ELEVATION NOTES "TYPICAL NAILING/STRAPPING REOUIREMEN75 FOR UPLIFT, NEW 2"xb" (BELOW STUD) $ 2"x4" SHEAR, 8 LATERAL RESISTANCE" (BELOW F.J.) P.T. SILL PLATES OTYPICAL ROOFING: ON PACE 6-003 ® EA. JOI5T / UPON SILL SEAL UPON COPPER I. SEE NOTE AT BUILDING SECTION FOR MINIMUM /// STUD (AS APPLICABLE) TERMITE SHIELD; CONSTRUCTION STANDARDS WHERE FOUNDATION WALL _ I 2. H.O. TO VERIFY FINAL COLOR 4 MATERIAL SELECTION PROVIDE INSULATION PARALLEL TO F.J. ORIENTATION, 0 z_ BEFORE INSTALLATION BETWEEN CAVITIES OMIT F.J. SILL PLATE b 4" LEDGE j cn PER ENERGY TABLE ARCHITECTURAL 30 YR. ASPHALT SHINGLES; (WHEN APPLICABLE) NEW 5/6"O HOOKED ANCHOR COLOR TO MATCH MAIN DWELLING BOLTS W 3' SOUARE WASHER E NOTE: RIDGE BD. RIDGE BM. FLOOR SYSTEM AS ENDNUT; SPACING AS INDICATED ALL P. GONG. SHALL _-- PROVIDE CONGEALED FLASHING AT ALL ROOF __ NOTED ON PLAN ON 6-003 FOR STUD WALL 4 ® BE 4,000 PSI (MIN.) O2 INTERFACES. - - ---T- 48 O.G. FOR F.J. PLATE ---_--^- _--- ----- _ ..- -- STONE ATTACHED - . ...... .__.-.r _ _ ASPH TIG DAMP TYPICAL SIDING: - _ _` - PROOFING TO EXTERIOR P PA STONE PATIO - --` -- -^ __ -_ -- -- a t=R MANU. REQ BEND REBAR FLOOR TO BE O I. SEE NOTE AT BUILDING SECTION FOR, MINIMUM - - - _z AR TO SLAB SELECTED CONSTRUCTION STANDARDS �_ __^ - ____..--._ __ ____. _ �__� dl�� GRADE (CONY®ESTOP HOMEOWNERY N 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION =- - --_ _ BEFORE INSTALLATION PERIMETER DRP. p G. . � . -- --- BM. BEYOND N STUCCO; H.O. TO PROVIDE COLOR 1 r 4' \� !� _ w ,� __ ---- - - ----------w_-°- it l #4 HOOKED VERY. REBAR ® 48 O.G. \/\/\/ / 4 P.GONG.SLAB -/ \/ N NEW 6" SEAMLESS GUTTERS DOYJNSPOUTS; WHITE ( °d II° -_ -_' Q 0�w Ij //\//\//\ /��xb"-10/10 W.W.M. UPON/\// O4 P. GONG. FOUND. WALL (MIN. 4,000 PSU Q1j4 - _ u� \\/\\/\\/\\/ COMPACTED FILL �\/\ 0 _ ;. I F #5 REBAR ® 36" O.G. / \\\//� N p ALUMINUM (TYP.) � 11 10 (WALL PERPENDICULAR TO OFIREPLACE & CHIMNEY FIN15H TO BE STUCCO; __ JOISTS, A5 SHOWN); 6" WHERE WALL 11 -4 z --- STONE P I° /\//\//\//\//\//\// /\//\//\// „ N O MATCH COLOR WITH HOUSE PARALLEL TO JOIST ORIENTATION a 11 ° //\ \\ \\ \\ \\ \\ \\ \\ \\ \� (COORDINATE w/ 0° N ROOF VENT HEIGHT: #4 HOR. CONT. REBAR ® TOP d I I _.____ 6" THK. P. nil �/�/////MP////////\�/\\ \\/ FTC. PLACEMENT w J UO Ob VENT SHALL EXTEND MIN. 3'-O" VERTICALLY ABOVE THE I BOTTOM OF WALL (2 TOTAL) II:x , i - - \ / / //COM\ACTED / / / a °II i GONG. WALL ii it < /\ / / / / / / g Q POINT OF ROOF PENETRATION 3 MIN. 2-O VERTICALLY P. GONG. GONT. FT6. (MIN. 4,000 PSI) #5 BENT REBAR ° 111f a �\� \/\/\/ ABOVE ALL ELEMENTS WITHIN 10-O MEASURED a - 036 O.G. _i -►\/\ / p = HORIZONTALLY, AS PER NYS RG 6242'7'5.3 4" P. GONG. SLAB j� - `�- Z Ip11 -Q /\\/\\ \\ \\ \\ \\ \\ \\ \\ FINISH H LED - --- - -- ----- II N\//// // // // // // // // / W 4 GONT. ® BOTTOM .I I I I \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\/ FLOOR \\ <�, T " =�\\ \%�%\\i\\\ STONE PATIO - - ---- -- - - o // // // // 16" WIDE x 6" DEEP II u \ \ \ \ \ \ \ \ \ \ \ GV P. GONG. FT6. I j` / // // // // // // '` _ -� __ _ 6 MIL POLY dJl - I a \ \/\/\/ FW- N N OR ( I I^ L l( I Otl `�� R�./I `� �� �^ �VV I I`JL X I� I I `� (I �� ) MOISTURE RETARDER I (3) #5 HOR. II ° ( ) I I „ I �„ I ( ----- 1 I I REBAR 'JJ GRAWLSPAGE O o 1 4 GRAVEL BASE-_- I 3" SCALE: 1/4 I -O SCALE: 1/4" = P-O" (5) #5 HOR. CONT. REBAR. I _--`� -- PROJECT: PROV. GLEAM _ I II - COMPACTED COMPACT FILL - I I ( I FILL B L ETSAS OUNI� T I Oil DILL I7T I L I RPLG 'HEARTH DETAIL P00 L HOUSE 2F I REFLAGE I7ETA I L A-201.01 „ _ „ A-201.01 „ _ „ A-201.01 „ _ SCALE: 3/4 - I -O SCALE: 3/4 - I-O SCALE: 3/4 _- 905 WILLOW DRIVE EAST MARION N.Y. 11939 2'-0" LAP DRAWING TITLE: #5 REBAR (TYP.) 2'-o" LAP (TYP.) PROPOSED ELEVATIONS 6 (TYP.) PROPOSED SECTION I 1" DESIGN DETAILS - - -- -_- ----- -------------- III I- - -_ -------- -- --- -- - -------- _ _- AGE 0 10 -1 - -- - --------- ---- OT A-2 WL -----I III ---------- - - -- -- -- - I' I #5 REBAR (TYP) I 11 I' -1 Q 11 1 I I' #5 BENT #5 BENT J I III 111 1! I REBAR (TYP) REBAR (TYP) ° I I ( DATE: 08/12/24 6 OF 8 A I I I I I Sr JF F.F._ Ll 'T' C.ONNEGTION CORNER CONNECTION c� ; SCALE: 1/4" = P-O" Q- REBAR OVERLAP ERLAP ETA I L a s A-201.01 SCALE: 5/4" = 1'-0" �L�GTRIG�L SYMBOL KEY: TYP. ROOFING (SEE RECESSED WI6H HAT FIXTURE SECTION NOTES) 120v DUPLEX OUTLET OR OP Nis SELECTION O.G.RATED WHEN IN BLD6.MWELAPEI IZ TYP. ROOF CONSTRUCTION �&=PL 1201/DUPLEX FLOOR OUTLET {`) MOISTURE RESISTANT LISHT(FIXTURE Y a (SEE SECTION NOTES) PROVIDE SIMP50N 05:20 N uj 22O�AC HANSINS FIXTURE Lu STRAPPING CONNECTING �yRpLP` 220 }I OhaI�R55ELEGTION J CD RIDGE P05T BM. 4 C v I 120V 6ROUrEJ FAULT INTERUPr � SURFACE MOUNTED FIXTURE . DROPPED BM., d H2.'.5A 12- l RAFTER TIES GONNEGTI1yG �'�OUTLET 5M OVd•ER'S SELECTION — Q INTERIOR WALL SCONCE Q N EA. R.R. TO DROPPED EsM. - -- /6•F.I.KATERTER PROOF FD�UPLEX / _L OKER'S SELECTION a/ Lf7 JUNCTION BOX OR POWER �1 D MOISTURE FIXTURE, BEAM 5UPPORTING RIDGE 5 POST AS PER PLAN �B EXTERIORIOR TO ro BE MOISTURE PROVIDE "ABE500 FF200 FIRFOR FIXTURE/APPLIANCE RESISTANT-OVft"RS SELECTION Q EXPANDING FOAM" (OR EQUAL) k-p-• sINSLE POLE SwlrcH �—� Fug L16HT i > � 4-+ Lo AT ALL PENETRATIONS IN FIRE D FIXTURE Q Z Q 1 ! RATED WALLS AND DOOR SWITCH 50 G.F.M.EXHAUST C6 � V FLOOOR/GEILIN65. PRODUCT 5 MULTIPLE POLE SHITGH ® FAN w/DAMPER x L N FASCIA BOARD ATTIG/ROOF CONFORMS TO ASTM E 814, ASTM E 64, AND UL 14-14 Q HARD WIRED SMOKE 50 G.F.M.EXHAUST DROPPED BEAM SM DK�OR w/BATTERY FL FAN w/LIGHT d DAMP>=R O m AS PER PLAN EGEND o STRIP LI&Mt4S, N O cu Lf) PERMACAST COLUMNS AS PER PLAN p 6ARA6E DOOR OPENER Q WATER CEILING FAN w/LIGHT w/ "SIMPSON" PG64 (FOR 5 PLY BM) POWDER ROOM POOL HOUSE SUPPLY OWNERS SELECTION OR 115IMP50N" 5052-2/4 (FOR 2 PLY BM) P05T GAPS ,,_,•_,, GOLD WATER Qr SUPPLY O J u I OUTDOOR PROPOSED COVERED FL I U PATIO AF Q� Q4 ELEG. � !� I 1 COVEREr1 ) PORCH DETAIL C� L ' -------------- ----- U •— t.._.._.. 1.._.._.._.._.._.._L._.._.._..� I I I Iv n , -301.01 SCALE: 3/4" = I'-O" — — — — — — --- I W NOTE; I I 5HOWER I� m ALL PLUMBING WORK I I I 4J W -- GRAWLSPAGE SHALL CONFORM TO L_ PERMAGAST COLUMN AS PER LOCAL PLUMBING CODE L- . -.,-,I......-. _• _. _�. • PLANS; INSTALL AS PER MANU. _ __ ��To DWELLING, SPECIFICATIONS THEN TO PRIVATE WELL 1 GRADE RISER D I AORAM NATER SUFFLY � •� 12 (P SONOTUBE FILLED 11 II Q SOLID w/ P. C:ONG j1 f (MIN. 4,000 PSI) {1 if'' SCALE: NTS W if (2) #5 BENT REBAR- O NEW IS"xl6"xl2" DEEP P. GONG. PAD FT6.- �jJ LL-1 (MIN. 4,000 PSI) ° NEW (2) #5 HOR. REBAR UPON (2) #5 /t\\4" FRESH AIR VENT HOR. REBAR (4 TOTAL) J I.THROUGH ROOF I FERMACAST COL. PTO. DETAIL 3" I I -301'01 SCALE: 5/4" = 1'-0" j PROVIDE "ABE500 FP200 FR EXPANDING FOAM" (OR EQUAL) - - - - --- I AT ALL PENETRATIONS IN FIRE RATED WALL5 AND FLOOR5/0EILIN65. PRODUCT CONFORMS TO A5TM E 814, POWDER r---- - --- POOL HOUSE ASTM E 641 AND UL 1411 4"x4" P.T. POST ROOM 1 1 CEMENT SIDING CLADDED I N SURROUND (COLOR TBD) 1 2"1 12 O STONE PAVERS ® 2 I I GLEAN OUT OUTDOOR N "SIMPSON" ABA44 SHOWER FLOOR F I SHOWER PROPOSED AS REQ D COVERED ® COLUMN BASE a IL PROVIDE F.A.I. PATIO W.G. w N N I_ n 14 0 0 FINISHED GRADE II V) J � O ° G.O. 3: G.O. a to = N 6"� '50NID t-d I FILLED 11 -- Z to U SOLID w/P. GONG. Ih -- - (MIN. 4,000 PSI) ° z G.O. 4 SHOWER I_ z a 0 ' ~ QQ O NOTE 4 DRAIN G.O. 2" 0 z Qa ALL PLUMBING WORK -- --- CRAWLSPACE SHALL CONFORM TO CONNECT TO TO LOCAL PLUMBING CODE 4" SANITARY PIPING OF POOL 50 DWELLING (ROUTED HOUSE GAL. TO SEPTIC SYSTEM) DRYWELL DRYWELL N N � N F N -� OUTDOOR SHONER DETAIL RISER D I AORAM - DRA I N / NA57E / VEN7 A-301.01 SCALE: NTS PROJECT: SCALE: 3/4" = I'-O" BLETSAS POOL HOUSE 4"X4"X6' PT P05T 905 WILLOW DRIVE EAST MARION, N.Y. 11939 2"X4" PT HALL VV TILE ON THE INSIDE DRAWING TITLE: SHOWER DESIGN DETAILS DI VERTER ATTIC/ROOF RISER DIAGRAMS PROPOSED ELECTRICAL PLAN SHOWER NOTE: CONTROL ALL PLUMBING 6 lJ PIPING PENETRATIONS: FUEL OAS WORK 1. PROVIDE "ABESGO FP200 FR7 SHALL CONFORM PAGE: p EXPANDING FOAM" (OR EQUAL) TO LOCAL O AT ALL PENETRATIONS AT WALLS PLUMBING CODE d - Q ? LL AND FLOORS/CEILINGS. FUEL 6A5 dJ I I- 2.PRODUCT CONFORMS TO ASTM E A-302*1001 614, A5TM E 64, AND UL 14-701 L 1 STUCCO SIDING VERIFY SIZE VERIFY SIZE DATE: 08 12 24 ON OUT51 1 ER OF POOL w/ MANU. w/MANU. OUTDOOR HEATER O F H SHOOW/ � HEATER GRILL i I � GRAWLSPAGE N ._ °.. TO DWELLING THEN TO BURIED PROPANE TANK RISER D I AORAM - OAS SUFFLY ° µ;me � � •.:. 50ALE: NTS Az - 0EI ` ERAL I �150L <E I : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT a WOOD FRAME (L.G. 5%. Q EXISTING TO REMAIN WHEN APPLICABLE) Lu - -.-.-i NEW WOOD FRAME (L.G. NEW FOUNDATION WALL J cc 5%. WHEN APPLICABLE) NEW ' I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL O (� cm El E Lo POST FOR 4" WALLS O WOOD FRAME (L.G. 5%. WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O POST FOR 6" WALLS), U.O.N. _ 'a O WOOD FRAME(LC,SD,. i' O Z � WHEN APPLICABLE) d O = O .CcO U � O 0 X O N STRUCTURAL PLAN NOTES POST $ COLUMN DESIGNATIONS: P05T5 b COLUMNS OF PARTICULAR O m IMPORTANCE ARE INDICATED O O ZZ Cfl SINGLE SPAN STRUCTURAL MEMBE?: AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY < cmO SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES S STANDARD O O CC� � ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMING REOUIREMENTS. Q a G ABOVE INDICATED POSTS/BEAMS. OSTACKED POST/COLUMN: A2 (2) 2"x4" POST g2 (2) 2"xb" POST LOCATE INDICATED POST OR COLUMN ABOVE/BENEATH POST OR COLUMN ON FLOOR BELOW/ABOVE. ONEW UN-REINFORCED P. GONG. 5LAB A3 (3) 2"x4" POST B3 (3) 2"xb" POST 3 I. NEW 4" THK. UN-REINFORCED P. GONO. SLAB UPON 2. b MIL POLY VAPOR BARRIER UPON 3. 4" (MIN.) GRAVEL BASE A4 (4) 2"x4" POST B4 (4) 2"xb" POST 4B HOLDOWN (FOUNDATION TO 15T FLOOR):O HOLDOWN 'B' AS PER PAGE 6-003 IKM­E5 (5) 2 x4„ POST B5 (5) 2 xb P05T 70 �J NEW ATTIC ACCESS - PULL DOWN STAIR: - � U . - I. MIN. 350 # CAPACITY 3-I/2" O.D. 5GH 40 5-I/2" O.D. SGH 40 2.51ZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") �_f� 5TL. COL. (ASTM (�p� 5TL. COL (ASTM II n 3.DEL. FRAMING WHEN NEW OPENING �- �u� AI23) BY 51M5 u AI23) BY SIMS `�jf -l( T 1� A 4.WEATHERSTRIP AGGE55 OPENING 4 PROVIDE R-49 STEEL (OR EW STEEL (OR EO.) INSULATION ABOVE w/WD. FR. (OR EEO) BAFFLE OR RETAINER TO PREVENT INSULATION FROM ENTERING \ DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 I _ _ • (OMIT WHEN ATTIC, AGGE55 DOES NOT PENETRATE POURED CONCRETE AND STEEL REINFORCEMENT NOTES: THERMAL ENVELOPE OF BUILDING). 45 5. INSTALL AS PER MANU. SPEC.'s 1. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT a 45 ❑ - - - - - - U b.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. FOUNDATIONS BY AN ANGLE OF 45• PROJECTED OUTWARD OUTWAD AND I - - __._ - - - _ _- - _ - - - - STRUCTURAL PERMAGAST COLUMN 68,000 L65): DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTIN65. . . - - - - - -- -_ - - --- _ - 7 STRUCTURAL SQUARE PERMAGAST COLUMN w/MIN. 8 O ® &,000 LBS LOAD BEARING CAPACITY. BEAM 2• IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION 12 PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF SHALL BE DE-WATERED. THE POUR 51TE SHALL REMAIN DRY FOR _ _ Q I • - v I Q //1 COLUMN, AS PER MANUFACTURER SPEC,IFICATIONS. ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER ENCOUNTERED. 1011I � � PERMAGAST COLUMN FOOTING (PAD FTC. 4 iv I ® I6" O.G. +i - 7 6B PERMAGAST COLUMN UPON 12'(P P. GONG. SONOTUBE 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. '! .� WDR. RM. DETAIL UPON 6/A-301' DEEP P. GONG. FOOTIPJG AS PER 4. ALL FOUNDATION WORK SHALL BE 4,000 FBI POURED CONCRETE AT J 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE. I a A2 OIb"x8" DEEP P. GONG. CONTINUOUS FOOTING AS 2'xl0 F.J. O PER DETAILS I/A-201 & 2/A-201 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED ® Ib" O.G. (2) 1.15"x'15' T.J. 2.OE MICROLLAM LVL CARBON STEEL ASTMA615 GRADE 60. MM FOR SLABS DO NOT _ UPSET BM. BELOW POST TO HIPS ABOVE Q O TYPICAL P. GONG. FOOTING 8 WALL CONSTRUCTION: NEED TO BE EPDXY COATED, SILL SEAL;2"x4" P.T. BILL PLATE ® 8 • WHERE 4' LED&EAINDIGATED ..TE wl ER LOWER SHELF TERMITE SHIELD b 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS 8 3 a cV ( 2"xIo" R.R. 2"xio" R.R. ( ) SHALL BE STAGGERED. q N I ® I6" O.G. ® Ib" O.G. • ANCHOR BOLTS AS PER PAGE 0-003 P. GONG. FOUND. WALL AS PER DETAIL I/A-201 PROVIDE MECHANICAL PLACE AT TIME OF P UR N6DEVICES b MAINTAINREQUIEL 4 HADKAE INRED CLEARANCES, - I 5 -----'K N6VSTUDS)AT EACH P. GONG. FT6. A5 PER DETAIL(S) NOTED SEPARATELY GOVERAOE5, AND PLUMBNE55. a ' CRAWL SPACE � HEADER,BETWEEN • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR • B.O. FOOTING 3'-0" BELOW GRADE MIN, m 2aa S.F. POOL HOUSE ATTIC DOORWAYS. FASTEN • 1/2" EXPANSION JOINT® PERIMETER OF SLAB (WHEN 8. CEMENT SHALL CONFORM TO ASTM G-33 FOR STANDARD WEIGHT 27g S.F. HATCH _HEADERS w/SIMP50N APPLICABLE) CONCRETE. _ _ _ HU0212-2 HANOER5 • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS STOOPS (WHEN APPLICABLE) p '1:12 v '1:12 • MA50N TO ACCOUNT FOR FIN15H STONE ON THIN SET FOR HEIGHT OF WALL 4 BLAB (WHEN APPLICABLE) GONGETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE 2"xl0" F.J. Oq PROVIDE 4" SHELF FOR F.J. BEARING 1. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF ® Ib" O.G. NI CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE CLOSED FOUNDATION HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. to ® EXTERIOR FIREPLACE HEARTH: 1. SEE DETAIL X/A-XXX. 2. SPEGIFIGITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:45 AWAY 10" 2"xb" G.J. Z FROM BUILDING 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL ® I6' O.G. O 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER CONFORM TO AGI 506. 1'� 4 FLASHING FROM 12" ABOVE AND ADJACENT TO BLAB,BED ALL FLASHING IN ASPHALTIC, MASTIC 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / I A2 SURFACES. FROZEN &ROUND MAY BE REMOVED OR HEATED TO _ O MAIN FOUND - _ - 2"xl0" R.R. 2"xl0" R.R. w 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL BE 8 DOWELED w/#5 ® 8" O.G. VERTICAL TO EA. OTHER b TEMPERATURES WITHIN 10 F OF CONCRETE. �� � I ® 16" O.C. O.G. M T M 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. I Z O I I FOUND $ POSTS FOR OUTSHOWER: REMOVE AS REOV., _ _ � J 45 � - - �• -J to 0 4"x4" WD. P.T. POST d 8"� P. GONG. PIER b. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE STEP UP FOUNDATION N a AS PER DETAIL "I/A-301. 4B 7 _' SLAB UPON WALL AS REGd.'D BY _ �� _ _� _' = N PERMITTED WHEN NECESSARY. �- I FIREPLACE HEARTH CRAWL SPACE AGGE55 HATCH: • FILL f- - z cn 12 REMOVABLE FLOOR PANEL w/350 LB?i, CAPACITY. 'Y• FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33 F OR HIGHER tt) _ _ - I (3) I.'f5 x .5" OEfIGROLLAM LVL BM. w V AND SHALL BE WITHIN 10 F OF CONCRETE TEMPERATURE. L BELOIW POST TO RIDGE BM. ABOVE; A2 �p g Q In PROVIDE DOUBLE JOIST FRAMING AROUND OPENING. 10 INSTALL ABOVE PERIMETER DROPPED BEAMS 2 8. CONCRETE 5HALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. - - _ _ - Q Q 0 U z a 9. NON-CHLORIDE NON-CORROSIVE ACCELERANT ADMIXTURES ARE PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 =N 4'-6" 6'-O" 4'-6" j (ASTM C4614/0494M, TYPES G AND E). 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL tV (V Q N N AREAS EXCEED ONE SOUARE INCH. \ (x x' �`I2 'I'I� W 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED m m U p o 0 TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS REACHED A COMPRESSIVE STRENGTH OF 500 FBI. \ 5" 5" to 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. PROPOSED PROJECT: _ Fx _ COVERED PATIO ( N -i 345 S.F. PATIO GRADE ~ SOIL BEARING CAPACITY NOTE: '� D 0 O I N b 6 IN L J N L L BLETSAS STRUCTURAL DESIGN OF FOOTINGS ASSUMES A 501E BEARING CAPACITY OF 1.0 TON/S.F. \ 6B 68 w u Q x POOL HOUSE to in THIS SOIL BEARING CAPACITY SHALL BE ACHIEVED BY ��`r ( w EXCAVATING THE EXISTING BROWN SILT LAYER UNTIL \0\pN�p�\� \ 1u Q o O w BROWN SILTY BAND WITH GRAVEL STRATA ('SM' SOIL TYPE) �p.� g ' N lu O ry O 2 xl0' R.R. N _ ENCOUNTERED, AND THEN BACKFILLING (IF REO.D) USING ��P� 1.\' lQL A_ Q_ ® I6" O.G. 2 xl0" R.R. GLEAN ENGINEERED FILL, COMPACTED IN 6 LIFTS, UNTIL �fL I ►-u 3) I."15"xq.5" T.J. 2.OE MIGROLLAM LVL BM. -�t- ® I6 O.G. THE DENOTED FOOTING BEARING DEPTH 15 REACHED. 5EE / _ ?Q ?Q 905 WILLOW DRIVE ALSO TEST HOLE DATA ON PAGE 6-001. - Q ELOW POST TO RIDGE BM. k HIPS ABOVE; - Pp�? m` I _ 5TALL ABOVEPERIMETER DROPPED BEAMS EAST MAR ION, N.Y. 11939>Q x a z A2 I rF.< __7 1 rQ�� ry �A DRAWING TITLE: PROPOSED STRUCTURAL PLAN Q _ Q r X - / DiO LCO M - 14'-2" E PAGE: AVOlk -" ■ 0 1 fi ROPOSEI7 FOUNPATI ON STZUOTURAL PLAN FROPOSEI7 FIRST FLOOR STRUCTURAL PLAN FROPOSED ROOF FRAM I NO FLAN DATE: 08/12/24 8 OF 8 SCALE: 1/4" = I'-O" SCALE: 1/4" = 1'-0" SCALE: 1/4" .f, n 0 r,r