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HomeMy WebLinkAbout51415-Z Of souryo� Town of Southold * * P.O. Box 1179 ,0 53095 Main Rd °`t UNTl�- Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46299 Date: 07/07/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ADDITION AND ALTERATION Location of Property: 625 Uhl Ln Orient,NY 11957 Sec/Block/Lot: 15.-5-24.9 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 10/07/2024 Pursuant to which Building Permit No. 51415 and dated: 11/25/2024 Was issued, and conforms to all'of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions and alterations, including deck, to existing single family dwelling as applied for. The certificate is issued to: Jan Benzel,Bruce Weber Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-24-1250 4/27/2025 ELECTRICAL CERTIFICATE: 25-100723 04/03/2025 PLUMBERS CERTIFICATION: Olinkiewicz Contracting 05/21/2025 rR%4 uth rize Si ature o��oFSo�Tyo� TOWN OF SOUTHOLD BUILDING DEPARTMENT • �� TOWN CLERK'S OFFICE 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#: 51415 ;Date: 11/25/2024 i Permission is hereby granted to: Jan W Benzel 625 Uhl Ln Orient, NY 11957 To: construct additions and alterationsto existing single-family dwelling as applied for per SCHD approval. Premises Located at: 625 Uhl Ln, Orient, NY 11957 SCTM# 15.-5-24.9 Pursuant to application dated 10/07/2024 and approved by the Building Inspector. To expire on 11/25/2026. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $610.00 CO-RESIDENTIAL $100.00 Total $710.00 Bui ding Inspector Certificate of Compliance .................................... .................................................................................................................................................. ,11 CERTIFIED ELECTRICAL'INSPiECTIONS,,INC. L MAY 29 2 5 188 PARK AVENUE AMITYVILLE, NY 11701 1 ient .,Town of Soutl i Ad P: (631) 598-5610 ............................................................................................................!........................................................................... CERTIFIES THAT Upon the application of Upon premises owned by Olinkiewicz Contracting Inc. Jan W Benzel 'PO Box 591 625 Uhl Lane Shelter Island, NY 11965 Orient, NY 11957 Located at: 625 Uhl Lane,, Orient, NY 11957 Application Number#: 25-100723' . Certificate#: 25-1100723 Electrical.License#: 'Section: 15 Block: 5 Lot: 24.9 Building Permit#: 51415 Described as a Residential occupancy, wherein I the premises electrical system consisting of electrical devices and wiring, described,below, located in/on the premises at: Interior Alteration - 1 st Floor/Extension/Craw[Space/Deck A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in'accordance'with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having,jurisdiction, and found to be in compliance therewith on the 3rd day of April 2025 L 9L-- Name QTY Exhaust Fan - 15 Amp, 120V, 2 Switch - 15 Amp, 120V 9 Incand. Fixture- 15 Amp, 120V 7 GFCI Circuit Breaker 15.Amp, 120V 2 - Recessed Hi-hat Fixture- 15 Amp, 120V 14 Duplex Receptacle- 15 Amp, 120V 11 , ARC-Fault- 15 Amp, 120V 3 GFCI Duplex Receptacle- 15 Amp, 120V 2 Electrical Inspector: Anthony Giordano ............. OjVdCAL N/ 4 . .......... X. os� 9§!APPk0VED11o)=L;, '0 S.) Certificate of Compliance . ................................................................................................................................................................................................... CERTIFIED ELECTRICAL INSPECTIONS, INC. , 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 698-6610 .............................................. ........................................................................................................................................ CERTIFIES THAT Upon the application of Upon-premises owned by Olinkiewicz Contracting Inc. Jan W Benzel 00 Box 591 625 Uhl Lane Shelter Island, NY 11965 Orient, NY 11957 Located at: 625 Uhl Lane, Orient, NY 11957 Application Number#'-25'100723- -Certificate#:-25-100723 Electrical License#: Section: 15 Block: 5 Lot-24.9 Building Permit#: 51415 Name IQTY AC Blower- 15 Amp, 220V 1 AC Condenser-, 30 Amp, 220V 1 Dryer Circuit-30 Amp, 240V 1 Paddle Fan— 15 Amp, 120V I Electrical Inspector: Anthony Giordano ,ICAL ���6F1.'fcOVEDr Os �S�FFoc,��o Town Hall Annex ��� Gafi Telephone(631)765- 02 54375 Main Road (� a nUfi �Ls� P.O.Box 1179 y U Southold, NY 11971-0959 • y'�41 BUILDING DEPARTMENT Building f Southold Town of So>Dfi6�old TOWN OF SOUTHOLD CERTIFICATION Date: S 2l Z� zs� Building Permit No. I Owner: 41"'Ce— f'a�ti eT (Plejease print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. t (Plumbers Sign e) Sworn to11before me this I day of M _ 20 Not ublic, k ``County 13RITTANY A CONRAD Notary Public,state of New York Reg.No.01 C06246154 Qualified in Suffolk County A 4 Commission Expires July 18,20k 1 1 oF soulyo # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 /1 -N PE T1ON S C lt.,j OUNDATION 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 [ ] PRE C/O [ ] RENTAL REMARKS: 4��ffir . (--j- _��X44_b_y� I -o� Y_ 4ob" VA67- _�otz Ab64� Y' 'vxl� - DATE l I INSPECTO / OF SOUIyo # * - TOWN OF SOUTHOLD BUILDING DEPT. o�n 631-765-1802 I-NS-PECTION [ .] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ k4 FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIR EPLACE"&.CHIMNEY [ ]-' FIRE SAFETY INSPECTION [ "] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 1),qko DATE - INSPECTOR ■ Ury UFSOUI�,�� TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]PFUNDATION 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: -`�•%L r � ' DATE INSPECTOR • A4 so�Tyolo # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 'I NSPEC ION [ ] FOUNDATION 1ST/-REBAR [ ROUGH PLBG. [ ] FOUNDATION 2ND j ]' INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL EMARKS: P[(/4_9A10, R1_ r Y\ I L61 70 v 61) And, v6k h �11 - DATE INSPECTOR r IL 50G1y�� ----- # . # TOWN OF SOUTHOLD BUILDING DEPT. cou�m�i 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] R GH 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 [ ] PRE C/O [ ] RENTAL REMARKS: a h M In 5 L e�2 a�C�C '� s rl w ow 4dd eA re:j keA iyx 04!�� DATE o?-f�l-o?� INSPECTOR OF SOUTyO� TOWN OF SOUTHOLD BUILDING DEPT. - cout+,N 631-765-1802 I-NSPECT10,'N ' [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN26LATIOWCAULKING [ ] 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: 1 Q. Gil vp I w Lh 4A (m & 6v lnr DATE INSPECTO f c _ SHERMAN ENGINEERING&CONSULTING P.A. c `d 14 NELMAR AVE ST AUGUST INE, FL 32084 Review and Certification of Constructed Works May 28, 2025 Town of Southold Building Dept. Re: 625 Uhl Lane A representative of Sherman Engineering & Consulting PA inspected the new framing, and structural support for the deck at 625 Uhl Lane Orient. The work inspected included concrete piers/footings, treated 2x framing, treated decking, galvanized hangers, and other details in substantial compliance with Proposed Construction plans by Sherman Engineering dated 9.23.24. Please contact me if you require additional information;concerning this matter. i • Very t orywMa thew Sherman PE LicSo05 O�F1 N JAM/ N N 8384 `r - Z A,Q�FESSIONP\. D EC E U E M AY 2 9 2029 Building i)epsr� pnh 'gown of SSoUthold r CIVIL ENGINEERING DESIGN SITE PLANNING PERMITTING Rocket Insulation,LLC(367) Job Number: 7275070 40 Haynes Court RONKONKOMA,NY 11779 to Insulation Certificate Insulation is installed in the structure described below as follows: Work Area Item Installed Bags / Sq Feet 8.4'x 200'SC15100C 1.5MIL Poly, Crawlspace Walls BASF Walltite Max Closed-Cell 1.5"R-11.10 Rim Joist BASF Walltite Max Closed-Cell 1.5"R-11.10 2X4 Garage Common Walls BASF Walltite Max Closed-Cell 2.03"R-15.00 2X6 Exterior Walls BASF Walltite Max Closed-Cell 5.35"R-38.00 Roof Rafters BASF Walltite Max Closed-Cell 5.35"R-38.00 Foam Seal Door And Windows CF812 Foam Sealant Foam Seal Door And Windows CF812 Foam Sealant Fire Caulking Intumescent 814, Rockwool FS-ONE Max Firestop Sealant(20 oz. Foil) Garage Exterior Walls R-13 15"x 93"-Kraft-Batts Interior Walls R-13 15"x 93"-Unfaced-Batts First Floor Ceiling R-19 16"x 96"-Unfaced-Batts Crawl Space Ceiling Wllnsulation R-30 16"x 48"-Kraft-Batts Supports Garage Ceiling R-3016"x 48"-Kraft-Batts *Fiberglass blow has no settling factor for R-values Job Name: 625 Uhl Lane Orient,NY 11957 Job Address: 625 Uhl Lane ORIENT,NY 11957 Date Completed: Insulation By: DIE C E 0 W E M AY 2 9 2025 Building Department Town of Southold �b. E'i•��r ' k�t°'� j £s'�,,wXj,,t`^Z �`��,rk` .a4 v_ t '}� t�na��� •�` _ .` � sit 4. 4 \ .tq •.fit• ? is t 4754 °� $ r+'blttt A R Sr y x i XS.�ti yy`. qV-K c r y1i ♦ +�'z*1fE`,�3<sv"- y aF �Iti'ct�„u�M'r}a��H.KK., .� �c�jl' Sj__��//`•Y"yd'�'Nfet``'� Qt�� �1S.y1 '�� '7�.+ti�a�,,�x '1.��. } >N ��77" � ''� �t k. ,�,. 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KIM i - J � ice_✓. a �� �r1.- • • i f • , _ • Bu>:fot,t. TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 httys://www.southoldtomm.jzov - • , ,.Date Received APPLICATION FOR BUILDING PERMIT _ For Office Use Only ilJl PERMIT NO. c Building Inspector: OCT 2024 Applications and.fori s must:be`filled out in their entirety Incomplete applications will_-not be.accepted.: Where the Applicant is not the owner,An 'DING ID '• Owner's Authoriatlon'form(Page 2),shall'be completed TO D Date:9/27/24 ' OWNER(S)'OF PROPERTY: Name:Jan Benzel & Bruce Weber SCTM#1000-15-5-24.9 Project Address:625 Uhl Lane Orient NY Phone#: Email: Mailing Address: CONTACT PERSON: Name:James P Olinkiewicz Mailing Address:PO Box 591 Shelter Island Hts NY 11965 Phone#:631-902-4402 Email:hilyamused@gmail.com DESIGN PROFESSIONAL INFORMATION: . Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name:Olinkiewicz Contracting Mailing Address:PO Box 591 Shelter Island Hts NY 11965 Phone#:631-902-4402 Email:hilyamused@gmail.com DESCRIPTION OF:PROPOkIJ CONSTRUCTION ❑New Structure ❑Addition RAlteration ❑Repair ❑Demolition Estimated Cost of Project: Pother $ Will the lot be re-graded? ❑Yes'BNo Will excess fill be removed from premises? ❑Yes RNO 1 PROPEWINFORMATION Existing use of property:Residence Intended use of property:Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 this property? ❑Yes ®No IF YES, PROVIDE A COPY. B Check=Box After Reading: The owner/contractor/design professional is'responsibie for all drainage and storm water issues as provided,by , Chapter 236of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pur3uant to the Buliding Zone,' Ordinance of the Town ofSouthold,Suffolk;County,New York and other applicable Laws,0MIria6ces or Regulations,forthe construction of bwldmgs; additions;alterations or for removal or demolition as herein described Tfe,appiicant:agrees to comply with all applicableaaws,ordinances,bwldingiode, , h0usQ code and"egulations and'to admit authorized inspectors on premises and in-building(s).for ce iary inspectioio.False statements`made Herein are `: punishable asa Class'A misdemeanor pursuantito Section 210.45 of the New.York State Penal Law. Application Submitted By(print name):James P Oli nkiewicz BAuth rued Agent ❑Owner Signature of Applicant: _ s Date: c� �y STATE OF NEW YOR SS. COUNTY OF �} �G"ie S (f D/i k> /C c,y l e Z being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the C'"0��C4, (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of aG ��r ,20 No ary Public BRITTANYA CONRAD Notary Public,State of New York Reg.No.01 C06245154 PROPERTY OWNER AUTHORIZATION Qualified in Suffolk County (Where the applicant is not the owner) Commission Expires July 18,2027 I, "� VV� � residing at 6 v z-, /9 do hereby authorize �I� � "�/6 L� l/ T �' !� to apply on my be To n f Southold Building Department for approval as described herein. Owner's Signature z• Date Print Owner's Name 2 I CONTROL PANEL MOUNTED TO SIDE OF BUILDING Z Q TEST HOLE VENT THROUGH BUILDING PLUMBING E2 McDONALD GEOSERVICES W = 00 N 04 11-27-23 TUF-TITE LOCKING BLOWER IN SECONDARY COVERS AT GRADE z Z aS c) PLASTIC ENCLOSURE ON OVER SAFETY LIDS — > -j 00 MOUNTING PAD - HARD WIRE F= ` L M EL 60 FF 16.8' TO CONTROL PANEL Z —j co c CO MIN. 4"0 SDR 35 PVC W Z) E n o0 OL -0 5DARK BROWN LOAM GRADE 15.7' PIPE PITCHED ® d"/12" MIN. a' MAX. GRADE 16't Q Z v m � U I.E. 14.4' O � Q SEPTIC ML PALE BROWN SILT I.E. 14.2' � V T W06 -3 I.E. 15 MIN 4'0 SDR 35 PVC I.E. 14.7' I•E. 14.5' l.E. 14' I = CONNECT PVC WASTE LINE WITH PIPE PITCHED ® J"/12" m SM BROWN SILTY SLIP RING CONNECTION TO C.I. L ® m m SAND WASTE LINE EXTENDING MIN 2' om Lu EL On ® ®® ITS m m m BACKFILL MATERIAL FROM FOUNDATION 15't MIN 4'0 SDR 35 PVC om W ® ® ®® ® m m° TO BE CLEAN SAND �p Ld ® ® ®® em m mm 0 ® en ®esITS ITS! m ME AND GRAVEL 'a H I s PIPE PITCHED ® J"/12" am® ® ® ® ®in ® m m m E ® �s ALL UTILITIES REQUIRE A 5' MINIMUM 00® Ia ® ® ®Tm Im m m m om® ® ® ® ®® ® mmm p -28' SEPARATION TO THE SEPTIC SYSTEM. m m ® ® ® E51 a I:� m m m �, v 11121 m 0 05 ®®® ITS m m 9 m® 0 ® ® ®®ITM m m 9 10 3, -f- SP BROWN FINE SAND FUJI CLEAN CEN5 DISTRIBUTION om m ® ® ® em ® m 9 IW 125± 34' IA OWTS SEPTIC BOX T LEACHING POOL 3' MIN. c�,4 WELL NO GROUNDWATER (2 TYP) ® ENG WELL ENCOUNTERED HIGHEST EXPECTED GROUNDWATER ELEVATION 5'f OVER OVER � = BASED ON NEARBY TEST HOLES, SUPPLY WELLS AND MONITORING WELLS WELL � 15 0' 246_.33-- � 16.4 150 TEST HOLE. SEPTIC '~ SANITARY PROFILE. OVER 150 E _ ��� SCALE NTS SCALE NTS gp°24 5° 0 N P� o a (0 SEPTIC PROPERTY OF BENZEL AND WEBER 15.0 625 UHL LANE ORIENT, NY z SCTM # 1000-015.00-05.00-024.009 0 \ TOTAL LOT AREA = 40,233sf (0.92ac) 0o ABAfJD V'� � GROUNDWATER MANAGEMENT ZONE IV; M EXISTING / �C� PPS 0 END PLUG OR STOPPER TOTAL ALLOWABLE SANITARY FLOW = 300 GPD � LEACHING POOL o HD PERMIT 93—SO-76 \ Q � J .p BEN. oEcK �Do�T , o 2'1�ZS� /�� p \� /--30° ELBOW UG UTILITIES AS SHOWN z0 2 S TOWN ZONING USE DISTRICT R40 0 83 LPAso° wYE NO STORM WATER CONTROL PROPOSED Q F PEE CM G PROPANE R �b � ° ALL PROPERTIES WITHIN 150' VACANT OR SERVICED BY PRIVATE EP �P F O0 ` ON SITE SANITARY DISPOSAL FACILITIES AND WATER W WELL � 9 � �% 150 __! �� i SUPPLY WELLS. THERE IS NO PUBLIC WATER OR SEWER uj w OVER ! MIN I C LEAN 0 UT D ETAI DISTRICTS THAT SERVE THIS AREA. z Z , ABAN D-- 150 SCALE NTS PROJECT IS 1 BEDROOM ADDITION TO EXISTING 3 BEDROOM HOUSE _ Q EXISTING SEPTIC TANK II E WELL -- oR�`I E EXISTING WELL & WATER LINE TO REMAIN ABANDON EXISTING SEPTIC TANK AND LEACHING POOL p a3 v%ti INSTALL NEW IA OWTS AND LEACHING M L° r., N Z ?Q 13.9 Do / E �' SANITARY DESIGN; � /LL- 20A To BLOWER 4 BEDROOM DESIGN: 440gpd DESIGN FLOW U o WELL / 200A 10 m TO PUMP PROVIDE (1 ) FUJI CLEAN CEN5 500gpd I/A OWTS cn ENs�e� w ap METER Cn 300sf SIDEWALL REQUIRED U- IA BLOWER & �� / j MAIN m TO ALARM FLOAT ' ' O 1 4.5 CONT PAN ° o P DISCONNECT PROVIDE (2) 8 OX6 LEACHING POOLS Z �j N IA CONTROL SANITARY SITE PLAN BASED ON SITE SURVEY H 10.52' 410 PANEL Q 4 u 0C \ / SEPT C WELL AND LATERAL MUST BE KENNETH M. WOYCHUK LAND SURVEYING, PLLC DATED 5.6.2024 j LOT 159 ORIENT BY THE SEA SEC 3 O OVER SHOWN ON FINAL SURVEY ELEC . SINGLE LINE DIAG . FILED 9.24.93 MAP No. 6160 > 15,0. -� 150 % SCALE NTS ELEVATIONS BASED ON NAVD'88 DATUM BASED ON ADJACENT SURVEYS U N / EPT C NO WETLANDS OR SURFACE WATERS WITHIN 300 OF PROPERTY cz; N VER NO EXISTING OR PROPOSED STORMWATER STRUCTURES z W 150 ��� � z w 3: SE WELL WELL -------_-_ ------______---�-� o � Z S W SEPTIC -1/2" VENTILATION PIPE I- N < Q .- Q OVER 150 SITE PLAN SCUM BAFFLE e q o 7'-11° CHAMBER Volume (gal SPECIFICATIONS Design Professional's Certification Required. W W �' 2'-1 2'-7" —2'-1"— I © Sedimentation Chamber 277 MODEL MAC 80R W SCALE 1:40 Submit P.E. or R.A. Certification For ECIRCULATION Anaerobic Filtration Chamber 278 AIR FLOW 2.8 CFM 0 w AIR LIFT PUMP ® NORMAL PRESSURE 2.2 PSI The Installation and Construction of the Sewage Disposal System Z Q Aerobic Contact Filtration Chamber 127 POWER 120V/1.OA/6OHz Q EXCAVATION INSPECTION REQUIRED Q Storage Chamber 63 OUTLET CONNECTION 3/41NCH Use Form WWM-073 W 4" INLET PI FOR SANITARY SYSTEM " OUTLET PIPE © Disinfection Chamber 4 WEIGHT 11 W z 4' AL 4 JA Total Volume 749 POWER CONSUMPTION 55 W Installation/Operation&Maintenance Notes: Q BY HEALTH D EPARTM ENT SPECIFICATIONS - installblower on appropriate ase, Ensure adequate ventilation < '-EFFLUENT and protect against sunlight. LLJ INLET GAFF ® © AIR LIFT PUMP Anaerobic Media PP/ PE Filling ate o - Maintenance requires a trained technician. Q �— mm © oar Type Aerobic e I PVC/PP/PE 1 Ing ate 16% - For maximum efficiency, inspect and clean internal air filter p W Aerobic Media PP/ PE I Filling Ratel 57% once every 3 months. W LLJ RECIRCULATION PIPE OW BAFFLE Blower 2.8 cfm - Replace diaphragm/valve assembly once every 12 months. 0- Q J /2" AIR INTAKE - Hard wire blower to IA control panel. 2 1-- FLOW OPENING (TYP. (CLEANING OPENING) B Tank FRP — PLAN VIEW Piping PVC � z z Access Covers TUF-TITE w/RISER SAFETY LID Q HEAVY DUTY HDPE 18" MANHOLE (TYP 18" MANHOLE (TYP 24" MANHOLE (TYP O w INTERLOCKING LID OVER SAFETY LID OVER SAFETY LID OVER SAFETY LID WITH SAFETY LID I Z Q z z Z RISER AS REQUIRED 4" MANHOLE 6j" o O W Q _W V (/7 ATTACH PANEL TO H—FRAME_\ 1 1 - T — 7 „ SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES o 0 w OR SIDE OF BUILDING Q � LLI 0 OW OPENING I O © CONTACT cTYPE MEDIA F ERMIT FOR APPROVAL OF CONSTRUCTION FOR A < O N za 15 A POWER FROM PANEL INLET OPENING USE BREAKER_\ VENTILATED USE S-35 PIPE SEAL 5'-5" © ® SINGLE FAMILY RESIDENCE ONLY O Q:� COMPRESSOR COVER MIN. ® ECIRCULATION 6j�� Z In LA POWER LINE TO FLOAT \ „ ® ASSEMBLY AIR LINE TO 4 —5 4 —3 4 —3 AIR LINE FOR ALARM—� TREATMENT TANK 15.5" 1 © W I mW I Q W z 15 A POWER FOR COMPRESSOR7 © USE BREAKER— „J c I 2 ROBIC MEDIA DATE 10/3/24 OUTLET OPENING � S. � R'24-1250 J � USE 5-35 PIPE SEAL AND SPEED LEVELER RATION ASSEMBLY APPROVED Q AT EACH OUTLET SECTION A-A VIEW WW o w SECTION B-B VIEW FOR MAXIMUM OF 4 BEDROOMS I- m EXPIRES THREE YEARS FROM DATE OF APPROVAL o o o Z PANEL AND BLOWER DETAIL DISTRIBUTION BOX DETAIL. CEN5 8c BLOWER DETAIL 0 � w z U Z o o o SCALE NTS SCALE NTS SCALE NTS APPROVAL OF CONSTRUCTED WORKS FOR S (, ASINGLE FAMILY RESIDENCE Date_ 4/27I25 H.S. Ref. No. R-24-1250 The ge disposal and water supply facilitles at this location have been inspe and/or certified by this Department or other agencies and found to be sfaclory FORA MAXIMUM OF 4 BEDROOMS. ^^ JOfrlflTHAN PAI,uRE.,CHIEF LOT 166 I Office of Wastewater Management, 0.2w I 246.33' U.P. 1 GUY LOT 155 P I 0.7'N LOT 154 0.4N I � o 2.8'N I N SO°20'SO"F 03N b 1.014 6'WOOD FENCE 5.9's FOOLEOP' G U.p, MON. 84.0 :;:;):;?.1NG1?2615q'r:;.:`i ; L_ ..:.::::: ��+' 00 N EIEC 5 1.5W LOT 160 WooD p.a' CK F'+ WI10oW GEN..® A pUMf' 000 C.O. 25Tf 25 ,l' CENS "'' DWELLING 28 L.P.I D.P. B 51' 8'X6'DEEP L.P.GAS L.P.2 29 9, n G 'GE •\ 203' fT 55.8' o 8'X6'DEEP N LOT 158 L.P.0 'fP' SEPTIC LOCATION 69 POINT A I POINT �, - S.T. 17.5' 1 23' c D.P. LP1 MON. / LP2 60.5' 61' 224 19 z � a Q � wl acoNG•c�ae \� a1o_sz'—MON. . o33'SIS Loy, E C E 0 V E L , f U.P. A P R 2 8 2025 Q,uildlin g Daparlc ent FINAL SURWUPHi u.P. THE WATER SUPPLY, WELL$ DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS AREA:40,232.87 SQ.FT. or 0.92 ACRES ELEVA77ON DATUM.• UNAUTHORIZED ALTERATION OR ADD/AON 7O THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY 70 THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND 70 THE ASSIGNEES OF 7HE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPEC/FTC PURPOSE AND USE 774EREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC7ION OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 7IME OF SURVEY SURVEY OF.LOT 159 �<' or NFw y CERTIFIED TO: JAMES OLINKIEWICZ; MAP oF:ORIENT BY THE SEA SEC. 3 P �� wo °p� FILED:SEPT. 24, 1993 No. 6160 c r � SITUATED AT:ORIENT 0 Tnwnl nc.cnl 1TWnl n n -1 i PROPERTY OF BENZEL AND WEBER GENERAL CONDITIONS FOUNDATION DAMP PROOFING GYPSUM WALL BOARD PROTECTION AGAINST DECAY 625 UHL LANE UNLESS OTHERWISE NOTED, GENERAL INSTALL TWO LAYERS OF TROWELED ON INSTALLED AS PER SECTION R702.3.2. PROVIDE PROTECTION OF WOOD IN ORIENT, NY CONDITIONS OF THE CONTRACT FOR FIBERGLASS MASTIC. (FED. SPEC. S.S.C. THROUGHR702.3.6 OF THE RESIDENTIAL ACCORDANCE WITH SECTION R317 2015 CONSTRUCTION, AIA DOCUMENT-201 153 TYPE-1) MEMBRANE TO BE CODE OF N.Y.S. GYPSUM WALLBOARD IRC. PROVIDE PRESSURE PRESERVATIVE SCTM # 1000-015.00-05.00-024.009 MENT 4/87 SHALL APPLY. THE CONTRACTOR CONTINUOUS FROM TOP OF FOUNDATION APPLICATION SHALL BE TAPE JOINT TREATED WOOD IN ALL AREAS WHERE TOTAL LOT AREA = 40,233sf (0.9aC) 246.33 16.4 SHALL OBTAIN CERTIFICATE OF AND EXTEND TO LAP EDGE OF FOOTING. SYSTEM. ALL GYPSUM BOARD TO BE WOD MEMBERS ARE IN CONTACT WITH GROUNDWATER MANAGEMENT ZONE IV; ,� w OCCUPANCY. SUBSTITUTIONS SHOULD 1/2" ON WALLS AND 1/2" ON CEILINGS CONCRETE OR MASONRY. HD WWM PERMIT 93-SO-76 NOT BE MADE WITHOUT WRITTEN FRAMING AND ROUGH CARPENTRY UNLESS OTHERWISE INDICATED. FINISH z �r AUTHORIZATION BY THE OWNER. THE JOISTS RAFTERS AND STUDS SHALL BE JOINTS, J-BEADS. NAIL DIMPLES, FIREBLOCKING R-24-1250 0 �„ E p W f-�-1 o PREMISES SHALL BE KEPT REASONABLY CONSTRUCTION GRADE DOUGLAS FIR 1100 CORNERS AND EDGES SHALL BE TAPED PROVIDE IN ACCORDANCE WITH R302.11 N $O 2Y 5 O W � CLEAN AT ALL TIMES. AT THE: PSI. ALL WOOD SILLS AND WOOD IN AND RECEIVE THREE COATS OF JOINT OF 2015 RESIDENTIAL CODE OF N.Y.S. TOWN ZONE R40 o Z a N COMPLETION OF WORK, THE CONTRACTOR CONTACT WITH MASONRY SHALL BE CCA COMPOUND. ALLOW 24 HOURS TO DRY SPECIFICALLY VERTICALLY AT CEILING - ~ Z r� 00 SHALL REMOVE ALL WASTE MATERIALS, TREATED. ALL EXTERIOR SHEATHING SHALL BETWEEN COATS. FINAL COAT TO BE AND FLOOR LEVELS. BETWEEN 59 1 �- Z z TOOLS, RUBBISH, ETC., CLEAN GLASS BE MIN. 1/2 CDX DOUGLAS FIR STRUCTURAL SANDED SMOOTH. METAL CORNER BEAD CONCEALED STAIR STRINGERS AT TOP PROPOSED WORK SWIMMING co AND LEAVE WORK BROOM CLEAN UNLESS PLYWOOD UNLESS NOTED OTHERWISE. TO BE USED ON ALL OUTSIDE CORNERS AND BOTTOM OF RUN, AT OPENINGS 1 BEDROOM ADDITIONTO EXISTING DWELLING POOL W OTHERWISE SPECIFIED. THE CONTRACTOR SUB-FLOORS TO BE 3/4" CDX PLYWOOD AND AROUND ALL OPENINGS. AROUND VENTS, PIPES, DUCTS, CABLES, UG UTILITIES AS SHOWN Zo Z SHALL CARRY WORKMAN'S EXTERIOR SHEATHING TO BE COVERED WITH AND WIRES AT FLOOR AND CEILINGS COMPENSATION AND GENERAL. LIABILITY "TYVEK" HOUSE WRAP OR APPROVED EQUAL. ELECTRICAL LEVELS. BLOCKING TO BE 2x WOOD SANITARY APPROVED R-24-1250 C�50► of K UU H INSURANCE. ALL SHALL COMPLY WITH BLOCK STUD WALLS AT 1/2 STORY ALL WORK SHALL COMPLY WITH THE FRAMING OR FIBERGLASS BATT 4 BEDROOM DWELLING oo /� z STATE AND LOCAL CODES AND HEIGHTS AND AT ALL UNSUPPORTED EDGES NATIONAL ELECTRICAL CODE AND ALL INSULATION INSTALLED AS REQUIRED BY ORDINANCES. PROOF OF COMPLIANCE OF PLYWOOD. PROVIDE SOLID BLOCKING AND STATE, LOCAL, AND UTILITY COMPANY CODE. PROVIDE (1 ) FUJI CLEAN CEN5 I/A OWTS o PRo�s\0 _ x1-4 TO BE PROVIDED TO OWNER UPON DIAGONAL BRACING OF FLOOR JOISTS AT 8' CODES AND REGULATIONS. ALL CIRCUITS PROVIDE (2) 8'Ox6' LEACHING POOLS ® Po 43.8' o REQUEST. THE CONTRACTOR SHOULD O.C. MAXIMUM AND SOLID BLOCKING UNDER SHALL BE MINIMUM 15 AMP. POWER DWELLING O FULLY GUARANTEE HIS WORK AND THE ALL UNSUPPORTED EDGES OF PLYWOOD. ALL WIRING SHALL BE MINIMUM 14 AWG. SANITARY SITE PLAN BASED ON SITE SURVEY 0 �u I WORK OF HIS SUBCONTRACTORS FOR A CAP PLATES TO BE DOUBLED AND NAILED CONVENIENCE OUTLETS SHALL BE PERIOD OF ONE YEAR AFTER BOTTOM CAP PLATED TO END OF STUDS. LOCATED 12" ABOVE FINISHED FLOOR KENNETH M. WOYCHUK LAND SURVEYOR LLC 0 COMPLETION OF THE PROJECT UNLESS LAP CAP PLATES AT CORNERS. WHERE UNLESS OTHERWISE INDICATED. ALL DATED 5-6-2024 68.1' � OTHERWISE SPECIFIED. ALL WORK SHALL FLUSH FRAMING OCCURS, USE MIN. 16GA SWITCHED TO BE LOCATED 36" ABOVE ELEVATIONS BASED ON NAVD 88 DATUM W BE PERFORMED IN ACCORDANCE WITH SHEET METAL JOIST HANGERS BY "TECO" OR THE FINISHED FLOOR UNLESS OTHERWISE GOOD BUILDING PRACTICES. THE INDICATED. SUPPLY RECOMMENDED NO WETLANDS OR SURFACE WATERS WITHIN 300' OF PROPEZ C� APPROVED EQUAL. ALL CORNERS TO BE DRIVE � CONTRACTOR SHALL INDEMNIFY AND MINIMUM (3)2X STUDS. HEADERS SHALL BE LAMPS IN ALL FIXTURES. -J ti HOLD HARMLESS THE OWNER, 4.0 ARCHITECT, ENGINEER AND THEIR MINIMUM (2)2X6 UNLESS NOTED ON PLANS. NAILING SCHEDULE AS PER TABLES R602.3(1) & R602.3(3) 2015 IRC NYS � AGENTS AND EMPLOYEES FROM AND MINIMUM BEARING FOR STUDS, JOISTS AND AGAINST ALL CLAIMS, DAMAGES, LOSES BEAMS SHALL BE 3 1/2'. USE DOUBLE JOINT DESCRIPTION NUMBER AI NAIL SPACING Q 13.9 ENG t AND EXPENSES, INCLUDING ATTORNEYS JACK STUDS FOR HEADERS OVER FIVE FEET COMMON NAILS IN LENGTH. SEE NAILING SCHEDULE NEW ROOF FRAMING .� FEES ARISING OUT OF OR RESULTING CO FROM THE PERFORMANCE OF THE WORK YORK STATE CODE. RAFTER To TOP PLATE (TOE-NAILED): (4) 10d PER RAFTER O CEILING JOIST TO TOP PLATE (TOE-NAILED): PER JOIST ��\ TEST HOLE PROVIDED THAT ANY SUCH CLAIM, PLUMBING CEILING JOIST TO PARALLEL RAFTER (FACE NAILED): 4 16d PER LAP Q 00 �� \ v PER LAP DAMAGE, LOSS OR EXPENSE (A) IS CEILING JOIST LAPS OVER PARTITIONS (FACE NAILED): (4) 16d } 100.4 0 McDONALD GEOSERVICES CONTRACTOR SHALL INSTALL WATER SUPPLY BLOCKING TO RAFTER TOE-NAILED 4 ATTRIBUTABLE TO BODILY INJURY, AND SANITARY SYSTEM AS APPROVED BY ( ) ( ) sd EACH END �i \ SICKNESS, DISEASE OR DEATH OR TO SUFFOLK COUNTY DEPARTMENT OF HEALTH WALL FRAMING 41052' 410' U 11-27-23 INJURY TO OR DESTRUCTION OF EL 60 TANGIBLE PROPERTY (OTHER THAN THE SERVICES. PROVIDE HOT AND COLD TOP PLATE TO TOP PLATE (FACE NAILED) 16d 16" o.c. WORK ITSELF INCLUDING THE LOSS OR SHUT-OFF VALVES AT ALL FIXTURES. ALL TOP PLATE AT INTERSECTIONS (FACE NAILED) (4) 16d JOINTS - EACH SIDE OL DARK BROWN LOAM WATER PIPING TO HAVE CLEANOUTS AT ALL STUD TO STUD (FACE NAILED) 16d 16" O.C. �j -0.5' USE RESULTING THEREFROM). (B) IS CHANGES OF DIRECTION AND AT BASE OF HEADER TO HEADER (FACE NAILED) 16d 16" O.C. ALONG EDGES 15.0. CAUSED IN WHOLE OR IN PART BY ANY VERTICAL WASTES. USE 4" CAST IRON TOP OR BOTTOM PLATE To STUD (END NAILED): NEGLIGENT ACT OR OMISSION OF THE THROUGH FOUNDATION WALL PITCHED MIN. (4) 16d TOE NAIL ML PALE BROWN SILT CONTRACTOR, ANY SUBCONTRACTOR, (a) 1a TOE NAIL -3' ANYONE DIRECTLY OR INDIRECTLY 1/8" PER FOOT. TRAP/WASTE SIZES FOR BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, (2) 16d (2) EACH 16" O.C. FIXTURES SHALL BE AS FOLLOWS: ENDJOIST, OR BLOCKING (FACE NAILED) EMPLOYED BY ANY OF THEM, OR FLOOR FRAMING SM BROWN SILTY ANYONE FOR WHOSE ACTS ANY OF THEM LAVATORY 1.25' SHOWER 2'+ JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED) (a) 8d PER JOIST SAND MAY BE LIABLE REGARDLESS OF BRIDGING TO JOIST (TOE NAILED) (3) 16d EACH END WHETHER OR NOT IT IS CAUSED IN PART TOILET 3" BLOCKING TO JOIST (TOE NAILED) (3) 16d EACH END BY A PARTY INDEMNIFIED HEREUNDER. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT BLOCKING To SILL OR To TOP PLATE (TOE NAILED) (3) 16d EACH BLOCK ALL MATERIALS, ASSEMBLIES, AND STACK INCREASED TO 4 LEDGER STRIP TO BEAM (FACE NAILED) (3) 16d EACH JOIST -28'THROUGH THE JOIST ON LEDGER TO BEAM (TOE NAILED) (3) 8d PER JOIST METHOD OF CONSTRUCTION INCLUDING ROOF. PROVIDE FROSTPROOF HOSE-BIBS AS BAND JOIST TO JOIST (END NAILED) (3) 16d PER JOIST BUT NOT LIMITED TO FORM-WORK, INDICATED ON PLANS WITH EASILY BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) (2) 16d PER FOOT N SP BROWN FINE SAND BLOCK-WORK, FRAMING, NAILING, ACCESSIBLE DRAIN-COCKS, APPROVAL OF ROOF SHEATHING PLACING OF CONCRETE, ETC. ARE TO BE ALL PLUMBING MUST BE OBTAINED FROM STRUCTURAL PANELS I 8d 6" EDGES 34' CAREFULLY SUPERVISED BY THE APPROPRIATE LOCAL AUTHORITIES PRIOR TO CEILING SHEATHING CONTRACTOR TO BE SURE THEY ARE IN CONCEALMENT. PRIOR TO ORDERING, GYPSUM WALL BOARD I 5d COOLERS 7" EDGE / 10" FIELD "q NO GROUNDWATER ACCORDANCE WITH THE DRAWINGS, CCNTRACTOR SHALL SUPPLY CUTS OF WALL SHEATHING e SPECIFICATIONS, APPLICABLE CODES AND FIXTURES FOR OWNERS APPROVAL. srRucruRAL PANELS - 7 1s MIN. PLY sa s" EDGE 12" FIELD S n SEC" SITE PLAN V ENCOUNTERED GOOD PRACTICE. DEVIATIONS FROM THE GYPSUM WALL BAORD I 5d COOLERS 7" EDGE / 10" FIELD DRAWINGS AND SPECIFICATIONS WILL NOT FLOOR SHEATHING BE PERMITTED WITHOUT WRITTEN STRUCTURAL PANELS SCALE 1"-40' AUTHORIZATION OF THE OWNI-R. THE GLASS WINDOWS AND DOORS 1 INCH OR LESS sd s" EDGE / 12" FIELD CONTRACTOR SHALL BE RESPONSIBLE TO BE INSTALLED AS PER SECTIONR308 GENERAL WIND PROTECTION CONNECTION NOTES Adapted from Standard for Hurricane Resistant Residential FOR THE SHOP DRAWINGS WHICH MAY OF THE RESIDENTIAL CODE OF N.Y.S. ALL NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE. OF WALL Construction; SSTD 10-99 and 2001 SBC High Wind Edition Wood BE NEEDED. ALL DIMENSIONS AND GLASS IS TO BE INSULATED LOW-E SHEATHING IS NAILED 3" ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS Frame Construction �O CONDITIONS ARE TO BE FIELD VERIFIED. UNLESS OTHERWISE SPECIFIED. GLASS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO Fasteners and Connectors for Wood Frame Constructiorl' S 2 I MAINTAIN THE LOAD PATH. ? O CONTRACTOR TO REMOVE & RELOCATE SUBCONTRACTOR SHALL NOT INSTALL 1. A continuous load AS REQUIRED ALL EXISTING WORK WHICH GLASS UNTIL PROPER CLEARANCES ARE WHEN WALL STRUCTURAL SHEATHING IS INSTALLED IN ACCORDANCE WITH NYS RBC2015 TABLE R602.3(3), STRAPPING COINDICENT path between footings, foundations walls, RAFTER z Z f', t - floors TO STRUCTURAL SHEATHING IS NOT REQUIRED. , studs and roof framing shall be provided. INTERFERES WITH NEW CONSTRUCTION. PROVIDED. ALL SLIDING GLASS DOORS, RIDGE R `� Lj, 2. Approved connectors, anchors and other fastening devices not SKYLIGHTS AND/OR WINDOWS AS !- O RAFTER TO TOP PLATE / CEILING JOIST TO TOP PLATE JOINT NOTES (TABLE 3.3A ANSI/AF&PA WFCM): included in the Standard Building Code, Table 2306.1 shall be SITE WORK REQUIRED BY CODE, SHALL BE INSULATED -10d BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOR 8d COMMON NAILS installed in accordance with manufacturer's recommendations. STAKEOUT IS TO BE PERFORMED BY A TEMPERED GLASS. ALL GLASS DOORS r'E�`'F LICENSED SURVEYOR. STAKING AND AND WINDOWS SHALL BE INSTALLED IN -WHEN CEILING JOIST ARE INSTALLED PARALLEL RAFTERS, THE SUM OF THE TOENAILS IN THE RAFTER AND 3. Metal plates, connectors, screws, bolts, and nails exposed AND CEILING JOIST SHALL EQUAL OR EXCEED THEE TABULATED NUMBER OF NAILS REQUIRED directly to the weather or subject to salt corrosion in costal LAYOUT ARE TO ESTABLISH ALL LINES STRICT ACCORDANCE WITH THE AND BENCHMARKS. VERIFY ALL GIVEN MANUFACTURES SPECIFICATIONS. ALL -TO AVOID SPOTTING, NO MORE THAN TWO TOENAILS SHALL BE INSTALLED IN EACH SIDE OF THE RAFTER OR CEILING areas, shall be stainless steel or hot dipped galvanized. TYPICAL RIDGE TO RAFTER STRAPPING JOIST WHEN FASTENED TO A 2x4 TOP PLATE OR 3 TOENAILS IN EACH SIDE WHEN FASTENED To A 2x6 TOP PLATE 4. Where windows and doors interrupt wood structural panel DATA ON DRAWINGS. IN CASE: OF WINDOWS ARE TO BE CAULKED AND sheathing and siding, framing anchors or connectors shall be DISCREPANCY, RECEIVE CLARIFICATION SEALED AS PER N.Y.S. ENERGY CEILING JOIST TO PARALLEL RAFTER / CEILING JOIST LAPS OVER PARTITIONS JOINT NOTES provided at the top and bottom of cripple studs, header studs, U (TABLE 3.7 ANSI/AF&PA WFCM-1995): and at least one stud at each side of opening. d FROM OWNER PRIOR TO PROCEEDING. CONSERVATION CODE REQUIREMENTS. 0 -NAILING REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED 25� IF NAILS ARE CLINCHED RAFTER KING STUD EXCAVATE AND BACK FILL FOR WORK PROVIDE FLASHING PANS UNDER ALL 5. Ridge straps shall be attached to each pair of opposing rafters (W INDICATED ON DRAWINGS. STOCKPILE SLIDER, DOORS, AND WINDOWS WITHIN A -HEEL JOINT CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE IS SUPPORTED BY A LOADBEARING WALL, HEADER except where collar ties of 1x6 or 2x4 lumber is located in upper TOPSOIL OBTAINED FROM STRIPPING OR RIDGE BEAM RAFTER 6" OF AN EXTERIOR SURFACE. ALL third of attic space and attach to each pair of rafters. WALL STUD CRIPPLE STUD M EXTERIOR DOORS ARE TO BE FULLY -WHEN INTERMEDIATE SUPPORT OF THE RAFTER IS PROVIDED BY VERTICAL STRUTS OR PURLINS TO A LOAD BEARING 6. Uplift connectors shall be provided at each rafter bearing. BOTTOM PLATE m DRIVEWAY AND BUILDING SITE. TOP PLATE HEADER WALL, THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE PERMITTED To BE REDUCED BATHTUB TOP PLATE STOCKPILE ALL EXCAVATED MATERIAL. WEATHER-STRIPPED. PROVIDE ALL PROPORTIONALLY TO THE REDUCTION IN SPAN 7. Floor to floor hold-downs to be provided every 48, and every DOUBLE JOIST -o �w NEW AND EXISTING BACK FILL_ MATERIAL SCREENS AND HARDWARE AS REQUIRED. 1s" within 4' of exterior corners. WALL STUD JACK STUDS cYj AND TOPSOIL ARE TO BE FRE=E OF ALL GLASS IS TO BE FREE OF -EQUIVALENT NAILING PATTERNS ARE REQUIRED FOR CEILING JOIST TO CEILING JOIST LAP SPLICES 8, Sill Plate to Foundation Anchorage: Sill plate shall be WALL STUD = WEEDS, TREE ROOTS, ROCKS AND SCRATCHES AND IMPERFECTIONS AND -TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME CEILING JOISTS OR RAFTER TIES ARE LOCATED AT THE anchored to the foundation with anchor bolts having a min. bolt C� DEBRIS. ALL SURPLUS MATERIAL THAT IS GUARANTEED BY THE MANUFACTURER BOTTOM OF THE ATTIC SPACE. WHEN CEILING JOIST OR RAFTER TIES ARE LOCATED HIGHER IN THE ATTIC SPACE , diameter of 5/8" and 3" x 3" x 1/8" washers. A minimum of THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE INCREASED BY THE FOLLOWING FACTORS: one anchor bolt shall be provided within 6 to 12 inches of each TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION UNSUITABLE FOR BACK FILL MATERIAL FOR A PERIOD OF NO LESS THAN 5 end of each plate. Anchor bolts shall have a ninimum IN PLACE OF STRUCTURAL SHEATHING SHALL BE REMOVED FROM THE SITE. YEARS. DOOR AND WINDOW embedment of 7 inches in concrete/ masonry foundations. DOUBLE JOIST FOR UNDER A BATHTUB TYPICAL HEADER CONNECTION Anchor bolts shall be located within 12 inches of corners and at PROTECT ALL TREES WITHIN EIGHT FEET IN PLACE OF STRUCTURAL SHEATHING MANUFACTURER TO BE DETERMINED BY spacing not exceeding 4 feet on center. OF THE BUILDING. PROPER APPROVALS OWNER. DESIGN LOADS AND SPECIFICATIONS MUST BE OBTAINED BEFORE COVERING DBL. SILL PLATES m ANY EXCAVATED WORK. ASPHALT ROOF SHINGLES 3"x3"xY2" STL. BEARING PLATE MANUFACTURED (TO OVERLAP JOINTS) M INSTALLED AS PER SECTION R905.2 OF BY SIMPSON STRONG-TIE CONNECTORS MODEL No. GROUND SNOW LOAD 25 PSF SILL GASKET CONCRETE BLOCK THE RESIDENTIAL CODE OF N.Y.S. ALL DECK LIVE LOAD 40 PSF LBPSY2 OR APPROVED EQUIVALENT & WALL STUD 1ST. FLOOR WALL STUD m ALL CONCRETE BLOCK IS TO HAVE SLOPED ROOF SHINGLES SHALL BE TERMITE SHIELD BOTTOM PLATE PROVIDE HOLD DOWNS AT "DUR-O-WALL" REINFORCING EVERY GAF-CLASS-A ASPHALT ROOF SHINGLES CEILING LIVE LOAD 20 PSF N R.o.+2" 5/O.C. HOOKED ANCHOR BOLT SUB FLOOR1; ALL CORNERS AND BOTH THIRD COURSE. FILL TROP COURSE OR APPROVED EQUAL. SHINGLES SHALL LOFT LIVE LOAD 40 PSF o" MAX ® 4'-0" O.C. AND 12" FROM CORNERS DOUBLE JOIST SIDES OF OPENINGS 6' < AND WALL OPENINGS TYPICAL OR GREATER IN WIDTH Q SOLID. MORTAR MIX TO BE ONE PART BE APPLIED OVER 15# ASPHALT FELT FIRST FLOOR LIVE LOAD 40 PSF SIMPSON PHD5-8 0 PORTLAND CEMENT, ONE PART LIME WITH GAF-WEATHER-WATCH ICE AND WIND SPEED 128 MPH DOUBLE 2X STUD RIM BOARD PUTTY, AND SIX PARTS SANE), OR ONE WATER BARRIER APPLIES AT EAVES, PANEL SPAN FOUNDATION WALL HOOKED ANCHOR BOLT z RISK CATEGORY II PART MASONRY CEMENT AND THREE VALLEYS AND FLASHING. ROOFING o0 5 6 SILL PLATE MIN 12" PENETRATION I- PARTS SAND. CONTRACTOR TO PROVIDE ALL FLASHING CLIMATE ZONE 4A MARINE #g WOODSCREW SILL PLATES TO FOUNDATION ANCHORING DOUBLE JOIST FOR NON-BEARING WALLS INTO FOUNDATION Z < NECESSARY FOR A WATERTIGHT, FOUNDATION WALL -ti � CONCRETE WEATHERPROOF JOB. ROOFING IS TO BE R.O. PROVIDE ICE PROTECTION AS PER R905.2.7.1 o NO CONCRETE OR MASONRY WORK APPLIED IN STRICT ACCORDANCE WITH - WHICH CONSISTS OF AT LEAST 2 LAYERS SHEAR WALL BRACKETS AT CORNERS AND EACH END I-- z SHALL BE DONE DURING TEMPERATURES THE MANUFACTURES SPECIFICATIONS. of UNDERLAYMENT CEMENTED TOGETHER OR OF WALL R.O. +2" A SELF-ADHERING POLYMER MODIFIED BITUMEN 0 SHEET TO EXTEND A FROM EAVE'S EDGE TO A FLOOR TO FOUNDATION CONNECTIONS OF 40 DEGREES F. AND FALLING. NO CONTRACTOR SHALL SUPPLY COLOR DWELLING 4 x4 POST 3 z SAMPLES OF THE SHINGLES FOR 8" MAX. IN PLACE OF STRUCTURAL SHEATHING SHEAR WALL CORNER CONNECTION : z CONCRETE SHALL BE PLACED ON EXTERIOR WALL MIN. OF 24" INSIDE THE EXTERIOR WALL LINE z OF THE STRUCTURE � � W � FROZEN SURFACES. NO ADD11-IVES SHALL OWNER'S APPROVAL, PRIOR TO LEDGER CONNECTED BE ALLOWED WITHOUT WRITTEN INSTALLATION. TO BAND JOIST " J"x6" DECKING PERMISSION OF THE ENGINEER. ALL PANEL SPAN R.R. ® 16" O.C. W CONCRETE IS TO BE MIN. 3,000 P.S.I. INSULATION > 6' � O O RI F SHAL �� < e LAGS Co? 15" O.C. SASPH CDX LT SHINGLES OVERTHI5� z � �AT 28 DAYS & 3,500 PSI FCR GARAGE ALL EXTERIOR WALLS AND ROOFS S L + o BUILDING FELT z SLAB. PROVIDE ALL SLEEVES AND BE INSULATED WITH FOIL FACED o ,(c (2)2"x8" DECK WIND RESISTANT CONSTRUCTION CONNECTORS -1 = FIBERGLASS GATT INSULATION BY JOHN < � BEAM BETWEEN U = � w FOUNDATION VENTS AS REQUIRED BY MANVILLE OR APPROVED EQUAL, FOIL TO R.o. POSTS CONNECTION LOCATION: PART NUMBER: NOTES: N NYS CODE. UNLESS INDICATED, ALL BE PLACED TOWARD WARM SIDE OR AS HURRICANE CLIPS VINYL CS20 21" APPLY TO EACH PAIR OF RAFTERS ` z FOUNDATION FOOTINGS ARE TO BE A VINYL SOFFIT 0 SHOWN ON PLANS. 6x6 POST ALUMNIUM DRIP EDGE RAFTER-TO-WALL H7 APPLY TO EACH RAFTER 5 W (� MIN. 6 ' DEEP PROJECTING AT LEAST 2" FASCIA PANEL DESIGN BASED ON 1069.1 APPLY TO EACH RAFTER s L.n Z ON EACH SIDE OF THE FOUNDATION NOTES: GRADE RAFTER-TO-PLATE H8 or H2.5 Q (� Q WALL. PROVIDE TWO #5 DEFORMED BARS 1. OBTAIN ALL PERMITS PRIOR TO BUILDING CODE OF NEW YORK STATE, 4" ALUMINUM GUTTE O /CAI � 7/16- PLYWOOD PANELS PLATE-TO-WALL STUD CS20 @ 18" APPLY TO EACH WALL STUD ? �1J CONTINUOUS IN THE FOOTING ALL 4" THE START OF WORK. 2-1/2" #8 WOOD SCREWS 16" O.C. MAX. 8"0 MIN. CONCRETE SIDINGS 2ND. FLOOR TO 1ST. FLOOR WALL CS20 @ 36" APPLY TO EACH WALL STUD INSTALLED IN ACCORDANCE WITH RESIDENTIAL CODE OF NEW YORK R301.2.1.2 3 PIER ON 17"Ox6" o THICK CONCRETE SLABS TO HAVE 6X6 10 10 WELDED WIRE REINFORCING. STRUCTURAL WOOD PANELS MIN. FOOTING STUDS 16" O.C. G CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD WALL BOARD HEADER-TO-JACK STUD CS20 © 12" APPLY TO EACH JACK STUD (� ANCHOR BOLTS IN CONCRETE SHALL BE N.T.S. CDX PLYWOOD SHEATHING COVERED SHEAR WALL HOLDDOWN ANCHOR SSTB16 APPLY TO EACH SIDEWALL END HOOKED 5/8" X 12" AT MAX. 3' O.C. W/ TYVEK HOUSE WRAP OR APPROVED PROVIDE BITUMEN EXPANSION JOINTS WATER-REPELLENT SHEATHING WRAP UNDER DOUBLE SILL PLATE z BETWEEN SLABS AND FOUNDATION WRAP FOUNDATION 1ST. FLOOR-UNDER-SILL PLATE CS20 USE WITH 3" SQUARE WASHERS o 0 WALLS. LOCATE GUTTERS & DOWNSPOUTS TO COLLECT FROM USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION, NO MORE THAN 600SF OF ROOF AREA FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. a NOTE: LIJ� w THIS BUILDING DESIGN HAS BEEN (� (� (- CHECKED FOR COMPLIANCE WITH THE PROJECT DESIGN CRITERIA (AS PER TABLE R301.2(1) OF NYS RESIDENTIAL CODE 1' lt� E W o N o �- AMERICAN FOREST AND PAPER GROUND SNOW WIND DESIGN SUBJECT TO DAMAGE FROM WINTER DESIGN ICE BARRIER AIR FR I MEAN ANNUA P15cv z ASSOCIATION (AF&PA) WOOD AND FRAME SEISMIC DESIGN E D FLOOD HAZARD EEZ NG L `�" N z LOAD (PSF) SPEEDIN(_,h) I.P-RCAPSHIc SPECIAL IND DER- ZONE CATEGORY WEATHERING FROST LINE TERMITE TEMP UNDERLAYMENT (FEMA) INDEX TEMP CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS o C Q z CONSTRUCTION MANUAL FOR ONE AND DEPTH REQUIRED MAY 2 9 2025 NOT TO SCALE w � Q TWO-FAMILY DWELLINGS (ANSI/AF&PA 25 128 NO YES 1 C SEVERE 3' 1 MD TO HVY 6 11 YES I NAzuz WFCM-2018) � �p Q U �p Pu'lr,ing Department _ 0 cn i z wa � cq o oo W � c � 9 s� � C/I 4 ENG 1� O z a' 0 --- - - W W V) :E W O Ld F-- W i EAST ELEVATION NORTH ELEVATION °� z � - GN Ln SCALE "= 1 ' SCALE " '= 1 ' �'4 r CO�o 4 4 Oe r ENSF, U d U W V) m W Y U W U m 00 Z Q W 0 5 Lj W I y Q J 2 m --� 0 ++ cf) \ y Li = D Q \/ I LZ o > 2 O W J S CI- � c� 0 N z NN Q J W U z z Q � 4 0 0 ti 0 SOUTH ELEVATION o N z � SCALE 4"= 1 ' -1 � Q c� Q o z W W � Q O Q U Q I 8"0 SONOTUBE ON 1'0 FOOTING e (TYP) c+?� N to 3 oo A (n w en O Z W 1.75"x14" MICROLAM a i2 W p-+ Cn o 6'-9%4" 6'-9,Y4" 3' 2/4„ RIDGE a� C� co 00 x8 @ 0, . 10 -5% Z �--1 'N 12 2 W ,D E 00 > � _ 8 � � Zx0 o 0 0�.400, ¢ 20'-0" op R38 SPRAY FOAM ® �I1Iy7� O 26 26 WALL WALL W $ R38 SPRAY FOAM o ® ENGI�� `5 R28 BATTS -O" I/ 7r11- 16'-0" 70, 2x10 FJ @ 16 O.C. 2x8 DJ @ 16" O.C. 0 01 DECK SCREEN (2)1.75"x9.25" 2.0E P(2)1.75'X9.25' 2,0E iv N R9 CONT MICROLLAM ON PARALLAM FOAM 44 COLUMN o ROOM 0 8"0 MIN. _g'-8" g'—g" 2" RAT SLAB ' CONCRETE O NEW � PIER ON V E V V DECK I 24"x24"x8" MIN 24"x24"x8" MIN 17"Ox6" N CONC FOOTING CONC FOOTING FOOTING 16"x8" MIN W (3) #4 BARS W (3) #4 BARS CONC FOOTING EACH WAY EACH WAY W 2%4" KEYWAY z V, o DOUBLE CONT. 2x TOP PLATE Q Q 10 6iJ20 -o' FWG12068 2SCALE 4"= 1 ' (TYP. SEE NOTE 7) WALL STUDS, SEE PLANS o 0'-g" FOR SIZE AND SPACING � RELOCATE EXISTING p z WINDOW TO NEW m v :E LOCATION CO w o Q � U CRIPPLE STUDS, STUD TO MATCH WALL STUDS WIDTH & DEPTH TYP. U 0 N DOUBLE FULL HEIGHT WALL �n REMOVE EXISTING O ( ' ' ') STUDS @ EACH SIDE OF N N w FAMILY ROOM / WINDOW 19'-5�2,> p co OPENING (TYP.) o FOUNDATION PLAN- OFFICE w N � � = SCALE 4"= 1 ' CO I CONT. 2x BOTTOM _ AT SHEAR WALLS, PROVIDE SIMPSON PLATE (TYP.) N3 �6 NEW BEDROOM � CMST14 AT HEADER TO SHEAR WALL. HEADER BEAM SEE SCHEDULE LAP WITH HEADER 2'-0" MIN. S/G p PROVIDE (12) 10d NAILS IN (2) Z g STAGGERED LINES OF 6 NAILS AT JACK STUD. STUD TO w ( ) MATCH WALL STUDS E ,y S/G j 283Sf N 3" O/C MIN. @ HEADER LAP W/ WALL WIDTH & DEPTH TYP. ' LIGHT 72sf (25%) (3) STUD SPACES OR 4'-O" MIN. (U 0 N). PROVIDE (4) 10d NAILS AT EA. C^ter, ENS e VENT 28sf (10%) ___ ___ _ BLOCKING PIECE IN (2) CONNECT HEADER TO •� L.; STAGGERED LINES OF (2) NAILS JACK STUDS WITH (2) 1.75x7.25 2.0E PARALLAM EXH (4) 8d NAILS '- AN I ,_. 16'-0" BLOCKING (AT SHEAR WALLS) U r - lIi � SEE SCHEDULE c> O ' `xH 0 FOR JACK STUD W Li v GFI - -- FAN .I QUANTITY AQ �p 0 D p r- EW DECK I GFI GFI 6'— W Y � N TYPICAL DOOR/WINDOW OPENING W 00 00 LAUEW NDRY UNBATH DRY AR31 AR 1 AR31 HEADER/JAMB ELEVATION X N NEW BATH NEW CLOSET N 20'-0"— REMOVE EXISTING DOORZWINDOW HEADER SCHEDULE WINDOW SOWER LEVEL FLOOR P LAN EXTERIOR 2x6 WALLS JACK STUD QUANTITY (3) 1.7 x14 2. MICROLLAM GARAGE SCALE 4% "= 1 ' MAXIMUM CLEAR BUILT-UP ALTERNATE (SL SAWN LUMBER r DOOR ADER OPENING LENGTH SAWN LUMBER ENGINEERED LUMBER EL = ENGINEERED m HEADER SIZE HEADER SIZE LUMBER) O 3 -0 Yz" PLYWOOD SPACERS (3) 1 Y4"x7 Y" LVL (1) @ SL HEADER Q (2) @ EL HEADER (3) 2x8 w/ 3 (1) @ SL HEADER 00 �n 4'-0° Y" PLYWOOD SPACERS (3) 1 /4"x7 Y4" LVL (2) @ EL HEADER � J Cn ` -n � 6'-0" (3) 2x10 w/ (3) 1 %4"x9 Y4" LVL (1) @ SL HEADER F- Y2" PLYWOOD SPACERS (2) @ EL HEADER 2x10 FJ @ 16" O.C. p cNi, �7 N NOTES: J co 0 1. ALL SAWN LUMBER HEADER BEAMS TO BE COMPOSED OF DOUGLAS FIR-LARCH #1 SAWN LUMBER, U.O.N. 3 Z Q 2. COORDINATE ALL WALL OPENING LOCATIONS & SIZES WITH ARCHITECTURAL DRAWINGS. 0 LL J w 9 -83�4 D 9 -83�4 0j 3. PLYWOOD SPACER TO OCCUR BETWEEN SAWN LUMBER MEMBERS. LEI c� 4. IN EXTERIOR WALL HEADERS, INSTALL 1/4" PLYWOOD SPACER BETWEEN EXTERIOR SHEATHING AND HEADER MEMBER. — z77 N 5. BUILT-UP SAWN LUMBER MEMBERS TO BE SPIKED TOGETHER AS PER GENERAL NOTES. 2 Q —J r 6. ENGINEERED LUMBER MEMBERS TO BE CONNECTED AS PER TYPICAL DETAILS. m —I O I— 2x10 FJ @ 16" O.C. 7. AT THOSE LOCATIONS WHERE A DOUBLE TOP PLATE CAN NOT BE INSTALLED ABOVE THE LINTEL, THE TOP PLATE OVER o = Lu j' LINTELS MAY BE ELIMINATED OR A SINGLE TOP PLATE PROVIDED IF THE LINTEL IS ADEQUATELY TIED TO THE Q _J 0 INTERSECTING WALLS BY INSTALLING A MINIMUM THREE-INCH-BY-SIX-INCH (3" x 6") BY 0.036-INCH THICK GALVANIZED = z STEEL PLATE THAT IS NAILED TO EACH WALL OR SEGMENT OF WALL BY SIX (6) 8d NAILS ON EACH SIDE. RAFTERS OR JOISTS W Q SHALL BE CENTERED OVER THE STUDS AT EACH WALL OR SEGMENT OF WALL AT EACH SIDE OF LINTEL. z C/� D Q a_ s 0 U� z 2x8 CJ 16" Q 0- N o O.C. OVER BATH o Dwelling Window Schedule �0 AND CLOSET 1co 0 z Rough Opening Glazing 6'-0" Type Mark Count Width Height Type Manufac. Model Type LIGHT VENT Comments z z yp � AR31 3 1'-52" 3' - O8" Awning Anderson 400 series Double-Low E 2.7sf 1.4sf Tempered, U=0.30, SHGC=0.31 0 0 u P6040 1 6'-0 8 " 4' - O8" Fixed Anderson 400 series Double-Low E 23sf na Tempered, U=0.30, SHGC=0.31 p L w w ,- m h FRAMING PLAN FWG12068 1 11' - 94" 6' - 81" Gliding Patio Anderson 400 series Double-Low E 48sf 26sf Egress, U=0.30, SHGC=0.31 N N z SCALE "= 1 ' J ``' § o � z Q Q � 4 m p Q U p R p (n i z W 0.� U o W � ;Z) M Z Z � Cq m OH ROOF TIE, SEE SCHEDULE - 00 ROOF SHEATHING STUD at PLYWOOD TOP 0 WALL PLATE PLYWOOD SHEAR WALL NOTES: Z a � Z � SEE GENERAL NOTES FOR EDGE SEE TYP.DTL. FOR RAFTERS, SEE PLAN FOR - ADD'L INFORMATION PLATE LAP 1. STUDS, SILL PLATES AND TOP PLATES AND BLOCKING SHALL BE 2X U.O.N. SEE SHEAR WALL W � E� oo SIZE AND SPACING SCHEDULE FOR SIZE AND SPACING. PROVIDE 3X (f� � T.O. WALL FRAMING AT BOLTED FOUNDATION SILL PLATES, Z � HOLD DOWN SPLICE PLYWOOD PANEL EDGE BLOCKING, AND STUDS AT WALL SHEATHING OMITTED— EL. SEE PLAN ARC / PLYWOOD PANEL EDGES WHERE SHEAR WALL DESIGN Q SOLID BLOCKING AT TO FRAMING ABOVE. '� FOR CLARITY, ALL PLYWOOD EDGES SEE PLAN. SHEAR EXCEEDS 300 PLF. SEE SHEAR WALL U SEE BELOW FOR NAILING TO MATCH STUD SIZE SCHEDULE. W 17) (3x AT SHEAR GREATER THAN 200 PLF) 3. ALL NAILS SHALL BE COMMON WIRE NAILS, EDGE NAILW z AND SHALL BE LABELED AS ENGINEERED WALL STUDS, SEE PLAN - DOUBLE 2x PLATE, SIZE TO MATCH CONSTRUCTION NAILS COMPLYING WITH ASTM F1667. FOR SIZE AND SPACING WALL STUDS (TYP.) SIMPSON CMST14 AT HEADER O INTERMEDIATE NAILING TO SHEARWALL LAP HEADER 4. ALL BOLT HOLES IN WOOD SHALL BE MAX CONT. 2x PLATE, SIZE TO - RIM TIE, SEE SCHEDULE PER SCHEDULE 2'-0" MIN. PROVIDE (12) 10d NAILS 1/16" OVERSIZE. PROVIDE PLATE WASHERS AT MATCH WALL STUDS (TYP. IN (2) STAGGERED LINES OF (6 ®EACH FLOOR) LSTA36 AT EACH STUD NAILS AT 3" o/c MIN. LAP WALL ANCHOR BOLTS - SEE GENERAL NOTES FOR SIZES. `JIQI ?� (3) STUD SPACES 4'-0" MIN. 5. AT 2X STUDS, PLATES, AND BLOCKING, o PROVIDE (4) 10d NAILS EA. BLOCK PROVIDE 3/8" MIN NAIL EDGE DISTANCE. S� HOLD-DOWN ANCHOR AT — FLOOR SHEATHING, SEE GENERAL NOTES IN (2) STAGGERED LINES OF 1 J O EE END OF SHEAR WALL FOR ADD'L INFORMATION (2) NAILS 6. AT 3X STUDS, PLATES AND BLOCKING, SEE SCHEDULE FOR LENGTH , SEE FASTENER PROVIDE 1/2" MIN NAIL EDGE DISTANCE - STAGGER SCHEDULE AND SHEAR RIM BOARD OMITTED FOR CLARITY STUD SIZE and SPACING NAILS IN 2 LINES ALONG ADJOINING PANEL EDGES. (x WALL END DETAIL T.O. WALL WALL END POST - SEE 7. STAGGER SHEAR WALL SILL PLATE ANCHOR ( FLOOR TIE, SEE SCHEDULE . EL. SEE PLAN/ARC HEADER SCHEDULE AND BOLTS/ NAILS AND PLYWOOD EDGE NAILING. ti PLAN - PROVIDE DOUBLE tSl PLYWOOD PANEL SEE STUD MINIMUM - PROVIDE 8. PANEL JOINTS SHALL BE OFFSET TO FALL ON ti¢ PLYWOOD PANEL SEE OA SCHEDULE FOR THICKNESS SCHEDULE FOR THICKNESS 4x POST AT HOLDOWNS DIFFERENT FRAMING MEMBERS WHERE SHEATHING IS ® E N G t� (STAGGER JOINTS) DOUBLE 2x PLATE, SIZE TO MATCH (STAGGER JOINTS) INSTALLED ON BOTH SIDES OF STUDS, AND NAILS WALL STUDS (TYP.) SHALL BE STAGGERED. EDGE NAILING WALL STUDS, SEE PLAN FOR HOLDOWN ANCHOR -OD 9, DO NOT NOTCH OR BORE SHEAR WALL END PER SCHEDULE SIZE AND SPACING SEE SCHEDULE AND POSTS. DO NOT NOTCH OR BORE SHEAR WALL SILL OB TYPICAL DETAILS AND TOP PLATES UNLESS APPROVED IN WRITING BY INTERMEDIATE NAILING — WALL END POST - SEE THE STRUCTURAL ENGINEER. PER SCHEDULE HEADER SCHEDULE AND OC TOP OF CONCRETE WALL / PLAN - PROVIDE DOUBLE EDGE NAILING 10. HOLDOWN ANCHOR BOLTS SHALL BE STUD MINIMUM SEE SCHEDULE OR TOP OF STEEL BEAM TIGHTENED PRIOR TO COVERING WALL FRAMING WITH FINISHES. ACCEPTABLE TORQUE IS FINGER TIGHT PLUS FLOOR SHEATHING CONT. 2x PLATE, SIZE TO 1/2 TURN. DO NOT OVER TIGHTEN. SEE GENERAL NOTES FOR MATCH WALL STUDS HOLDOWN ANCHOR ADD'L INFORMATION BOLT CONT. SILL PLATE T.O. FDN. WALL PROVIDE PRESSURE a ° TREATED SILL ro m a a ° ° ° °,a°.d EL LOCATE FIRST ANCHOR BOLT SEE PLAN/ARC PLATE ® CONCRETE 9" MINIMUM / 12" MAXIMUM CONT. 2x PLATE ON a a ° ° a' ° a ° ea a°' FOUNDATION WALL, SIZE TO a ° ° FROM PLATE ENDS - 2 BOLTS MATCH WALL STUDS, SEE °° a° e ° ° ° ° MIN. PER PLATE - SEE DETAIL FOUNDATION SECTIONS CONCRETE ELEVATION FOUNDATION WALL HOLD DOWN ANCHOR AT EACH END DO OR STEEL BEAM OF WALL SEE FOUNDATION SECTIONS. OLOCATE FIRST ANCHOR BOLT FOR WALLS LONGER THAN 10'-0", ADD 9" MINIMUM / 12" MAXIMUM TIE DOWNS EVERY 6'-0". FROM PLATE ENDS; SEE SCHEDULE FOR SPACING TYPICAL WOOD SHEAR WALL ELEVATION REINFORCED CONCRETE FOUNDATION WALL 2 BOLTS MIN. PER PLATE SEE PLAN FOR SIZE & LOCATION FLOOR FRAMING TO FOUNDA'"ION WALL-V OMITTED FOR CLARITY. 3" ROOF VENT PLYWOOD SHEARWALL SCHEDULE ROOF O O O Di0 O O O 3" "SW-" MIN. STUD MIN SHEATHING EDGE NAILING STUDS OR SOLID SIMPSON HOLD DOWNS }2" DIA. A307 SIMPSON SIMPSON H2A . MARK SIZE EDGE / INTERIOR (in.) POSTS 0 ENDS OF AT ENDS OF SHEAR ANCHOR BOLT LTP4 SPACING TIE SPACING SHEAR WALL WALLS SPACING �. SW-1 2x6 5/8" (19/32) PLYWOOD (2) SIDES 1Od®4/12 (3) 2x6 (2) HDU11-DF2.5-SP S-0" o/c 16" o/c 16" o/c N�> c� b SW-2 2x6 5/8" (19/32) PLYWOOD (2) SIDES 10d@4/12 (3) 2x6 HDU8-DF2.5-SP 3'-0" o/c 16" o/c 16" o/c ? ' Z C'o Mco GENERAL NOTES: • EXTERIOR WOOD SHEAR WALLS TO BE DOUGLAS FIR, 2x6 NO. 2 SPACED AND SIZED AS NOTED J • INTERIOR WOOD SHEAR WALLS TO BE DOUGLAS FIR NO. 2 SPACED AND SIZED AS NOTED ti rh • %" NOMINAL 032" ACTUAL) MINIMUM PLYWOOD SHEATHING AT EXTERIOR FACE OF • EXTERIOR WALLS. BENS • PROVIDE LSTA36 SIMPSON STRAP AT EACH STUD ROOF r • PROVIDE H2.5A RAFTER HOLD-DOWN ® EACH RAFTER. • ANCHOR BOLTS SHALL BE Yz" DIAM. A307. • WALLS NOTED AS SHEAR WALLS ON PLAN SHALL NOT BE CUT OR PENETRATED UNLESS APPROVED BY ENGINEER. CONTRACTOR SHALL COORDINATE ALL PLUMBING, MECHANICAL, /�� • HVAC, ELECTRICAL, ETC. ACCORDINGLY. I U }— • FOR WALLS LONGER TH4N 10'-0", PROVIDE TIE-DOWNS U AS NOTED IN SCHEDULE AT ENDS AND AT 6'-0" MAX d INTERIOR SPACING. U W cr) >- m 0 W Y U 3„ 3„ _ U 2„ 1-1/2" 2„ 1-1/2" 1-1/2" 2„ 2„ 1-1/2" 20'-0" 3" F.A. SHOWER 1 ST FIL cn SW 1 LAV. WC SINK W. W_C. W_C. LAV. m C.O. WSP WSP LOWER FLOOR m 2" 3> 2„ 2„ 3„ 3„ 2„ 24c. z C.O. O. < 0 3" C.O. TO APPROVED SUFFOLK CNTY. HEALTH DEPT. 4" C.I. 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FOUNDATION-TWO REQUIRED FOR POURED CONCRE T F PURSUANT TO CHAPTER 236 2. ROUGH-FRAMING& P! ' OF THE TOWN CODE, 3. INSULATION 4, FINAL-CONSTRUCTION MUST ° BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL. MEET THE REQUIREMENTS OF THE CODES OF NEW PLUMBING YORK STATE. NOT RESPON'S!5I-F. FOR DESIGN OR CONSTRUC I ON ERx;4,;HS ALL PLEKI; E IN NEED c � ��- r- �- c _WATER LINES NEED TPTING BEFORE COVERING COMPLY WITH ALL CODES OF NEW YORK STATE&TOWN CODES PLUM AS REQUIRED AND CONDITIONS OF ONLEAD CONTENT BEt&OF. v i CERTII+ICATE OF OCCUPAN oar ING BOARD SOLDER USED IN WATEF �T4 ., TRUSTEES SUPPLY SYSTEM CANN(- ` — EXCEED 2110 OF I% L F.,' "9t$NPC SCND Blower door and ductwork OCCUPANCY OR testing required. USE IS UNLAWFUL WITHOUT CERTIFICA- Must Provide Manuals OF OCCUPANCY NYS End S as Per ergy Code Mechanical Ventilation All exterior lighting System shall be required installed,replaced or Per NYS EnergyCode repaired shall conform to Chapter 172 of the Town Code i PROPERTY OF BENZEL AND WEBER GENERAL CONDITIONS FOUNDATION DAMP PROOFING GYPSUM WALL BOARD PROTECTION AGAINST DECAY 625 UHL LANE UNLE`'S OTHERWISE NOTED, GENERAL INSTALL TWO LAYERS OF TROWELED ON INSTALLED AS PER SECTION R702.3.2. PROVIDE PROTECTION OF WOOD IN ORIENT, NY CONDITIONS OF THE CONTRACT FOR FBERGLASS MASTIC. (FED. SPEC. S.S.C. THROUGHR702.3.6 OF THE RESIDENTIAL ACCORDANCE WITH SECTION R317 2015 CONSTRUCTION, AIA DOCUMI=NT-201 153 TYPE-1) MEMBRANE TO BE CODE OF N.Y.S. GYPSUM WALLBOARD IRC. PROVIDE PRESSURE PRESERVATIVE SCTM # 1000-015.00-05.00-024.009 4/87 SHALL APPLY. THE CONTRACTOR CONTINUOUS FROM TOP OF FOUNDATION APPLICATION SHALL BE TAPE JOINT TREATED WOOD IN ALL AREAS WHERE TOTAL LOT AREA = 40,233sf (0.9ac) 246.33� 16.4 SHALL OBTAIN CERTIFICATE OF AND EXTEND TO LAP EDGE OF FOOTING. SYSTEM. ALL GYPSUM BOARD TO BE WOD MEMBERS ARE IN CONTACT WITH GROUNDWATER MANAGEMENT ZONE IV; w OCCUPANCY. SUBSTITUTIONS SHOULD 1/2" ON WALLS AND 1/2" ON CEILINGS CONCRETE OR MASONRY. HD WWM PERMIT 93-SO-76 NOT BE MADE WITHOUT WRITTEN FRAMING AND ROUGH CARPENTRY UNLESS OTHERWISE INDICATED. FINISH z AUTHORIZATION BY THE OWNER. THE JOISTS RAFTERS AND STUDS SHALL BE JOINTS, J-BEADS. NAIL DIMPLES, FIREBLOCKING R-24-1250 CONSTRUCTION GRADE DOUGLAS FIR 1100 o CJ011 E O W a c o PREMISES SHALL BE KEPT REASONABLY CORNERS AND EDGES SHALL BE TAPED PROVIDE IN ACCORDANCE WITH R302.11 N $Q 'L� O (� � CLEAN AT ALL TIMES. AT THE PSI. ALL WOOD SILLS AND WOOD IN AND RECEIVE THREE COATS OF JOINT OF 2015 RESIDENTIAL CODE OF N.Y.S. TOWN ZONE R40 o Z Z 0 N COMPLETION OF WORK, THE CONTRACTOR CONTACT WITH MASONRY SHALL BE CCA COMPOUND. ALLOW 24 HOURS TO DRY SPECIFICALLY VERTICALLY AT CEILING 59.1 TREATED. ALL EXTERIOR SHEATHING ' CO �--� o0 SHALL REMOVE ALL WASTE MATERIALS, BETWEEN COATS. FINAL COAT TO BE AND FLOOR LEVELS. BETWEEN SHALL F' H W r; TOOLS, RUBBISH, ETC., CLEAN GLASS BE MIN. 1/2 CDX DOUGLAS FIR STRUCTURAL SANDED SMOOTH. METAL CORNER BEAD CONCEALED STAIR STRINGERS AT TOP PROPOSED WORK SWIMMING Z a z Cl) LEAVE WORK BROOM CLEAN UNLESS PLYWOOD UNLESS NOTED OTHERWISE. TO BE USED ON ALL OUTSIDE CORNERS AND BOTTOM OF RUN, AT OPENINGS 1 BEDROOM ADDITIONTO EXISTING DWELLING POOL W W Cp -o OTHERWISE SPECIFIED. THE CONTRACTOR SUB-FLOORS TO BE 3/4" CDX PLYWOOD AND AROUND ALL OPENINGS. AROUND VENTS, PIPES, DUCTS, CABLES, UG UTILITIES AS SHOWN Zo z Z >� SHALL CARRY WORKMAN'S EXTERIOR SHEATHING TO BE COVERED WITH AND WIRES AT FLOOR AND CEILINGS 0') 0 � COMPENSATION AND GENERAL LIABILITY "TYVEK" HOUSE WRAP OR APPROVED EQUAL. ELECTRICAL LEVELS. BLOCKING TO BE 2x WOOD SANITARY APPROVED R-24-1250 o PROp INSURANCE. ALL SHALL COMPLY WITH BLOCK STUD WALLS AT 1/2 STORY ALL WORK SHALL COMPLY WITH THE FRAMING OR FIBERGLASS BATT 4 BEDROOM DWELLING Cn ID W z � STATE AND LOCAL CODES AND HEIGHTS AND AT ALL UNSUPPORTED EDGES NATIONAL ELECTRICAL CODE AND ALL INSULATION INSTALLED AS REQUIRED BY PROVIDE 1 FUL CLEAN CEN5 I A OWTS �' ® PPOP ORDINANCES. PROOF OF COMPLIANCE OF PLYWOOD. PROVIDE SOLID BLOCKING AND STATE, LOCAL, AND UTILITY COMPANY CODE. ( ) O p���o TO BE PROVIDED TO OWNER UPON DIAGONAL BRACING OF FLOOR JOISTS AT 8' CODES AND REGULATIONS. ALL CIRCUITS PROVIDE (2) 8'Ox6' LEACHING POOLS 43.8' O REQUEST. THE CONTRACTOR; SHOULD O.C. MAXIMUM AND SOLID BLOCKING UNDER SHALL BE MINIMUM 15 AMP. POWER DWELLING O FULLY GUARANTEE HIS WORK AND THE ALL UNSUPPORTED EDGES OF PLYWOOD. ALL WIRING SHALL BE MINIMUM 14 AWG. SANITARY SITE PLAN BASED ON SITE SURVEY O M KENNETH M. WOYCHUK LAND SURVEYOR LLC WORK OF HIS SUBCONTRACTORS FOR A CAP PLATES TO BE DOUBLED AND NAILED CONVENIENCE OUTLETS SHALL BE 68.1' 0 PERIOD OF ONE YEAR AFTER BOTTOM CAP PLATED TO END OF STUDS. LOCATED 12" ABOVE FINISHED FLOOR . COMPLETION OF THE PROJECT UNLESS LAP CAP PLATES AT CORNERS. WHERE UNLESS OTHERWISE INDICATED. ALL DATED 5-6-2024 s �, � OTHERWISE SPECIFIED. ALL WORK SHALL FLUSH FRAMING OCCURS, USE MIN. 16GA SWITCHED TO BE LOCATED 36" ABOVE ELEVATIONS BASED ON NAVD'88 DATUM W � BE PERFORMED IN ACCORDANCE WITH SHEET METAL JOIST HANGERS BY TECO OR THE FINISHED FLOOR UNLESS OTHERWISE APPROVED EQUAL ALL CORNERS TO BE INDICATED. SUPPLY RECOMMENDED GOOD BUILDING PRACTICES. THE NO WETLANDS OR SURFACE WATERS WITHIN 300' OF PROPEI�Y DRIVE �'' � . CONTRACTOR SHALL INDEMNIFY AND MINIMUM (3)2X STUDS. HEADERS SHALL BE LAMPS IN ALL FIXTURES. -� W� � HOLD HARMLESS THE OWNER, MINIMUM (2)2X6 UNLESS NOTED ON PLANS. 4.0C/1 ARCHITECT, ENGINEER AND THEIR NAILING SCHEDULE AS PER TABLES R602.3(1) & R602.3(3) 2015 IRC NYS AGENTS AND EMPLOYEES FROM AND MINIMUM BEARING FOR STUDS, JOISTS AND ® ENG BEAMS SHALL BE 3 1/2". USE DOUBLE JOINT DESCRIP11ON NUMBER OF NAIL SPACING Q 13.9 AGAINST ALL CLAIMS, DAMAGES, LOSES JACK STUDS FOR HEADERS OVER FIVE FEET COMMON NAILS LL_ AND EXPENSES, INCLUDING ATTORNEYS IN LENGTH. SEE NAILING SCHEDULE NEW ROOF FRAMING FEES ARISING OUT OF OR RESULTING � FROM THE PERFORMANCE CF THE WORK YORK STATE CODE. RAFTER TO TOP PLATE (TOE-NAILED): (4) 10d PER RAFTER 0 CEILING JOIST TO TOP PLATE TOE-NAILED : PER JOIST ��\ TEST HOLE PROVIDED THAT ANY SUCH CLAIM, PLUMBING ED :CEILING JOIST TO PARALLEL RAFTER FACE NAIL PER LAP 0 Co \ ` DAMAGE, LOSS OR EXPENSE (A) IS CEILING JOIST LAPS OVER PARTITIONS (FACE NAILED): (4) 16d PER LAP }- 100.4 CONTRACTOR SHALL INSTALL WATER SUPPLY BLOCKING TO RAFTER TOE-NAILED) 4 8d EACH END o MCDONALD GEOSERVICES ATTRIBUTABLE TO BODILY INJURY, CONTRACTOR SANITARY SYSTEM AS APPROVED BY 11-27-23 SICKNESS, DISEASE OR DEATH OR TO SUFFOLK COUNTY DEPARTMENT OF HEALTH 41052, 410' INJURY TO OR DESTRUCTION OF WALL FRAMING EL 60' TANGIBLE PROPERTY (OTHER THAN THE SERVICES. PROVIDE HOT AND COLD TOP PLATE To TOP PLATE FACE NAILED 16d 16" D.C. WORK ITSELF INCLUDING THE LOSS OR SHUT-OFF VALVES AT ALL FIXTURES. ALL TOP PLATE AT INTERSECTIONS FACE NAILED 4 16d JOINTS - EACH SIDE OL DARK BROWN LOAM WATER PIPING TO HAVE CLEANOUTS AT ALL STUD TO STUD FACE NAILED 16d 16" O.C. 15.0. -0.5' USE RESULTING THEREFROM). (B) IS CHANGES OF DIRECTION AND AT BASE OF HEADER TO HEADER FACE NAILED 16d 16" O.C. ALONG EDGES CAUSED IN WHOLE OR IN PART BY ANY VERTICAL WASTES. USE 4" CAST IRON TOP OR BOTTOM PLATE TO STUD (END NAILED): NEGLIGENT ACT OR OMISSION OF THE (3) 16d TOE NAIL ML -3� PALE BROWN SILT CONTRACTOR, ANY SUBCONTRACTOR, THROUGH FOUNDATION WALL PITCHED MIN. 4) 16d TOE NAIL 1 8 PER FOOT. TRAP WASTE SIZES FOR BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ANYONE DIRECTLY OR INDIRECTLY FIXTURES SHALL BE AS FOLLOWS: ENDJOIST, OR BLOCKING (FACE NAILED (2) 1sd hm EACH 16" O.C. EMPLOYED BY ANY OF THEM, OR LAVATORY 1.25" FLOOR FRAMING SM BROWN SILTY2"ANYONE ANYONE FOR WHOSE ACTS ANY OF THEM SHOWER 2" JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED 4 8d PER JOIST SAND MAY BE LIABLE REGARDLESS OF BRIDGING TO JOIST TOE NAILED (3) 16d EACH END WHETHER OR NOT IT IS CAUSED IN PART TOILET 3" BLOCKING TO JOIST TOE NAILED (3) 16d EACH END BY A PARTY INDEMNIFIED HEREUNDER. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT BLOCKING TO SILL OR TO TOP PLATE TOE NAILED) (3) 16d EACH BLOCK ALL MATERIALS, ASSEMBLIES, AND STACK INCREASED TO 4" THROUGH THE LEDGER STRIP TO BEAM FACE NAILED (3) 16d EACH JOIST -28' METHOD OF CONSTRUCTION INCLUDING ROOF. PROVIDE FROSTPROOF HOSE-BIBS AS JOIST JO LEDGER BEAM TOE NAILED 3) 8d PER JOIST BAND OIST TO JOISST (END NAILED) 3 16d PER JOIST SIP BROWN FINE SAND BUT NOT LIMITED TO FORM--WORK, INDICATED ON PLANS WITH EASILY BAND JOIST TO SILL OR TOP PLATE TOE NAILED) (2) 16d PER FOOT - N BLOCK-WORK, FRAMING, NAILING, ACCESSIBLE DRAIN-COCKS. APPROVAL OF ROOF SHEATHING PLACING OF CONCRETE, ETC. ARE TO BE ALL PLUMBING MUST BE OBTAINED FROM STRUCTURAL PANELS 8d 6" EDGES 34' CAREFULLY SUPERVISED BY THE APPROPRIATE LOCAL AUTHORITIES PRIOR TO CEILING SHEATHING CONTRACTOR TO BE SURE THEY ARE IN CONCEALMENT. PRIOR TO ORDERING, GYPSUM WALL BOARD I 5d COOLERS 7" EDGE 10" FIELD NO GROUNDWATER ACCORDANCE WITH THE DRAWINGS, CONTRACTOR SHALL SUPPLY CUTS OF WALL SHEATHING SITE PLAN SPECIFICATIONS, APPLICABLE CODES AND FIXTURES FOR OWNERS APPROVAL. °SEC" ITT ENCOUNTERED GOOD PRACTICE. DEVIATIONS FROM THE STRUCTURAL PANELS - 7 16 MIN. PLY Sd 6" EDGE 12" FIELD , GYPSUM WALL BAORD 5d COOLERS 7" EDGE 10" FIELD ''.. DRAWINGS AND SPECIFICATIONS WILL NOT » > BE PERMITTED WITHOUT WRITTEN FLOOR SHEATHING SCALE 1 =40 STRUCTURAL PANELS AUTHORIZATION OF THE OWNER. THE GLASS WINDOWS AND DOORS 1 INCH OR LESS 8d s" EDGE / 12" FIELD CONTRACTOR SHALL BE RESPONSIBLE TO BE INSTALLED AS PER SECT►ONR308 GENERAL WIND PROTECTION CONNECTION NOTE; Adapted from Standard for Hurricane Resistant F'a_�ential 213_ FOR THE SHOP DRAWINGS 1VHICH MAY OF THE RESIDENTIAL CODE OF N.Y.S. ALL NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE. OF WALL Construction; SSTD 10-99 and 2001 SBC High Wind Edition Wood BE NEEDED. ALL DIMENSIONS AND GLASS IS TO BE INSULATED LOW-E SHEATHING IS NAILED 3" ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS Frame Construction �O CONDITIONS ARE TO BE FIELD VERIFIED. UNLESS OTHERWISE SPECIFIED. GLASS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO Fasteners and Connectors for Wood Frame Constru--tion 2 MAINTAIN THE LOAD PATH. CONTRACTOR TO REMOVE &: RELOCATE SUBCONTRACTOR SHALL NOT INSTALL ? ' AS REQUIRED ALL EXISTING WORK WHICH GLASS UNTIL PROPER CLEARANCES ARE WHEN WALL STRUCTURAL SHEATHING IS INSTALLED IN ACCORDANCE WITH NYS RSC2015 TABLE R602.3 3). STRAPPING COINDICENT 1. A continuous load path between footings, foundations walls• RAFTER Z N ( floors, studs and roof framing shall be provided. INTERFERES WITH NEW CONSTRUCTION. PROVIDED. ALL SLIDING GLASS DOORS, TO STRUCTURAL SHEATHING IS NOT REQUIRED. RIDGE - 2. Approved connectors, anchors and other- fast,::!,rd_-vices not SKYLIGHTS AND/OR WINDOWS AS included in the Standard Building Code, .,..ie 23C6.1 shall beRAFTER TO TOP PLATE / CEILING JOIST To TOP PLATE JOINT NOTES (TABLE 3,3A ANSI/AF&PA '�Syr Quo SITE WORK REQUIRED BY CODE, SHALL BE INSULATED -10d BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOR 8d COMMON NAILS installed in accordance with manufacturers recommendations. STAKEOUT IS TO BE PERFORMED BY A TEMPERED GLASS. ALL GLASS DOORS LICENSED SURVEYOR. STAKING AND AND WINDOWS SHALL BE INSTALLED IN -WHEN CEILING JOIST ARE INSTALLED PARALLEL TO RAPIERS, THE SUM OF THE TOENAILS IN THE RAFTER AND 3. Metal plates, connectors, screws, bolts, and nails exposed LAYOUT ARE TO ESTABLISH ALL LINES AND CEILING JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED directly to the weather or subject to salt corrosion in costal STRICT ACCORDANCE WITH THE areas, shall be stainless steel or hot dipped galvanized. AND BENCHMARKS. VERIFY ALL GIVEN MANUFACTURES SPECIFICATIONS. ALL -TO AVOID SPLITTING, NO MORE THAN TWO TOENAILS SHALL BE INSTALLED IN EACH SIDE OF THE RAFTER OR CEILING TYPICAL RIDGE TO RAFTER STRAPPING DATA ON DRAWINGS. IN CASE OF WINDOWS ARE TO BE CAULKED AND JOIST WHEN FASTENED TO A 2x4 TOP PLATE OR 3 TOENAILS IN EACH SIDE WHEN FASTENED To A 2x6 TOP PLATE 4. Where windows and doors interrupt wood stru:tural panel CEILING JOIST TO PARALLEL RAFTER /CEILING JOIST LAPS OVER PARTITIONS JOINT NOTES sheathing and siding, framing anchors or connecors shall be DISCREPANCY, RECEIVE CLARIFICATION SEALED AS PER N.Y.S. ENERGY provided at the top and bottom of cripple studs header studs, U (TABLE 37 ANSI/AF&PA WFCM-1995): and at least one stud at each side of opening. 0- FROM OWNER PRIOR TO PROCEEDING. CONSERVATION CODE REQUIREMENTS. -NAILING REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED 25% IF NAILS ARE CLINCHED RAFTER KING STUD U EXCAVATE AND BACK FILL FOR WORK PROVIDE FLASHING PANS UNDER ALL 5. Ridge straps shall be attached to each pair of opposing rafters V INDICATED ON DRAWINGS. STOCKPILE SLIDER, DOORS, AND WINDOWS WITHIN A -HEEL JOINT CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE IS SUPPORTED BY A LOADBEARING WALL, HEADER except where collar ties of 1x6 or 2x4 lumber is located in upper „ OR RIDGE BEAM third of attic space and attach to each RAFTER TOPSOIL OBTAINED FROM STRIPPING 6 OF AN EXTERIOR SURFACE. ALL pair of rafters. WALL STUD CRIPPLE STUD m DRIVEWAY AND BUILDING SITE. 6. Uplift connectors shall be provided at each rafter bearing. BOTTOM PLATE EXTERIOR DOORS ARE TO BE FULLY -WHEN INTERMEDIATE SUPPORT of THE RAFTER IS PROVIDED BY VERTICAL STRUTS OR PURLINS TO A LOAD BEARING TOP PLATE a) HEADER WALL, THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED BATHTUB 0 STOCKPILE ALL EXCAVATED MATERIAL. WEATHER-STRIPPED. PROVIDE ALL PROPORTIONALLY TO THE REDUCTION IN SPAN 7."Floor to floor hold-downs to be provided every 48, and every DOUBLE JOIST TOP PLATES o NEW AND EXISTING BACK FILL MATERIAL 16 within 4' of exterior corners. Y SCREENS AND HARDWARE AS REQUIRED. WALL STUD JACK STUDS -EQUIVALENT NAILING PATTERNS ARE REQUIRED FOR CEILING JOIST TO CEILING JOIST LAP SPLICES AND TOPSOIL ARE TO BE FREE OF ALL GLASS IS TO BE FREE OF 8. Sill Plate to Foundation Anchorage: Sill plate shall be WALL STUD LLJ WEEDS, TREE ROOTS, ROCKS AND SCRATCHES AND IMPERFECTIONS AND -TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME CEILING JOISTS OR RAFTER TIES ARE LOCATED AT THE anchored to the foundation with anchor bolts having a min. bolt (� DEBRIS. ALL SURPLUS MATERIAL THAT IS GUARANTEED BY THE MANUFACTURER BOTTOM OF THE ATTIC SPACE. WHEN CEILING JOIST OR RAFTER TIES ARE LOCATED HIGHER IN THE ATTIC SPACE diameter of 5/8" and 3" x 3" x 1/8" washers. A minimum of THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE INCREASED BY THE FOLLOWING FACTORS: one anchor bolt shall be provided within 6 to 12 inches of each TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION UNSUITABLE FOR BACK FILL. MATERIAL FOR A PERIOD OF NO LESS THAN 5 end of each plate. Anchor bolts shall have a minimum IN PLACE OF STRUCTURAL SHEATHING SHALL BE REMOVED FROM 'THE SITE. YEARS. DOOR AND WINDOW embedment of 7 inches in concrete/ masonry foundations. DOUBLE JOIST FOR UNDER A BATHTUB TYPICAL HEADER CONNECTION Anchor bolts shall be located within 12 inches of corners and at PROTECT ALL TREES WITHIN EIGHT FEET IN PLACE OF STRUCTURAL SHEATHING MANUFACTURER TO BE DETERMINED BY spacing not exceeding 4 feet on center. OF THE BUILDING. PROPER APPROVALS OWNER. DESIGN LDADS AND SPECIFICATIONS MUST BE OBTAINED BEFORE COVERING DBL. SILL PLATES m ANY EXCAVATED WORK. ASPHALT ROOF SHINGLES 3"x3"xY2" STL. BEARING PLATE MANUFACTURED (TO OVERLAP JOINTS) INSTALLED AS PER SECTION R905.2 OF GROUND SNOW LOAD 25 PSF BY SIMPSON STRONG-TIE CONNECTORS MODEL No. SILL GASKET CONCRETE BLOCK THE RESIDENTIAL CODE OF N.Y.S. ALL LBPSY2 OR APPROVED EQUIVALENT & WALL STUD 1ST. FLOOR WALL STUD ALL CONCRETE BLOCK IS TO HAVE SLOPED ROOF SHINGLES SHALL BE DECK LIVE LOAD 40 PSF TERMITE SHIELD BOTTOM PLATE PROVIDE HOLD DOWNS AT m "DUR-O-WALL" REINFORCING EVERY GAF-CLASS-A ASPHALT ROOF SHINGLES CEILING LIVE LOAD 20 PSF N R.O.+2" "%"x12" HOOKED ANCHOR BOLT SUB FLOOR ALL CORNERS AND BOTH THIRD COURSE. FILL TROP COURSE OR APPROVED EQUAL. SHINGLES SHALL LOFT LIVE LOAD 40 PSF .k4p0" MAx ® 4'-o O.C. AND 12" FROM CORNERS DOUBLE JOIST SIDES OF OPENINGS 6' Q AND WALL OPENINGS TYPICAL OR GREATER IN WIDTH SOLID. MORTAR MIX TO BE ONE PART BE APPLIED OVER 15# ASPHALT FELT FIRST FLOOR LIVE LOAD 40 PSF SIMPSON PHD5-8 0 PORTLAND CEMENT, ONE PART LIME WITH GAF-WEATHER-WATCH ICE AND WIND SPEED 128 MPH -DOUBLE 2X STUD 'F PANEL SPAN RIM BOARD PUTTY, AND SIX PARTS SAND, OR ONE WATER BARRIER APPLIES AT EAVES, N FOUNDATION WALL -HOOKED ANCHOR BOLT z RISK CATEGORY II -+. s 6' o 0 PART MASONRY CEMENT AND THREE VALLEYS AND FLASHING. ROOFING o SILL PLATE MIN 12'" PENETRATION PARTS SAND. CONTRACTOR TO PROVIDE ALL FLASHING CLIMATE ZONE 4A MARINE 8 WOODSCREW SILL PLATES TO FOUNDATION ANCHORING DOUBLE JOIST FOR NON-BEARING WALLS INTO FOUNDATION Q NECESSARY FOR A WATERTIGHT, / # FOUNDATION WALLS Z M CONCRETE WEATHERPROOF JOB. ROOFING IS TO BE o V I (�� t�1Xi6 6 R.O. PROVIDE ICE PROTECTION AS PER R905.2.7.1 0 o APPLIED IN STRICT ACCORDANCE WITH l WHICH CONSISTS OF AT LEAST 2 LAYERS NO CONCRETE OR MASONRY WORK p SHEAR WALL BRACKETS AT CORNERS AND EACH END z SHALL BE DONE DURING TEMPERATURES THE MANUFACTURES SPECIFICATIONS. �w OF UNDERLAYMENT CEMENTED TOGETHER OR OF WALL - Iw R.O. +2" �� �� A SELF-ADHERING POLYMER MODIFIED BITUMEN (� OF 40 DEGREES F. AND FALLING. NO CONTRACTOR SHALL SUPPLY COLOR S f l L-4-ftr-f DINELLING 4 x4 POST SHEET TO EXTEND A FROM EAVE'S EDGE TO A FLOOR TO FOUNDATION CONNECTIONS 3 U z J .8" MAX. IN PLACE OF STRUCTURAL SHEATHING SHEAR WALL CORNER CONNECTION CONCRETE SHALL BE PLACED ON SAMPLES OF THE SHINGLES FOR EXTERIOR WALL MIN. OF 24" INSIDE THE EXTERIOR WALL LINE z z FROZEN SURFACES. NO ADDITIVES SHALL ' _Je OF THE STRUCTURE OWNERS APPROVAL, PRIOR TO � LEDGER CONNECTED � W o BE ALLOWED WITHOUT WRITTEN INSTALLATION. Q)Cf'J� �. i x6 DECKING R.R. ® 16" O.C. - I- z 0 �; TO BAND JOIST PERMISSION OF THE ENGINEER. ALL INSULATION � PANEL SPAN (� Q I LAGS @ 15" O.C. 5/8" CDX PLYWOOD SHEATHING i CONCRETE IS TO BE MIN. 3,000 P.S.I. ALL EXTERIOR WALLS AND ROOFS SHALL �- s B' ASPHALT SHINGLES OVER 15# z -I O o o BUILDING FELT z AT 28 DAYS & 3,500 PSI FOR GARAGE " " 6E INSULATED WITH FOIL FACED o � (2)2 x8 DECK �� � Q = ,J SLAB. PROVIDE ALL SLEEVES AND FIBERGLASS BATT INSULATION BY JOHN BEAM BETWEEN �r!IND RESISTANT CONSTRUCTION CONNECTORS U _J � < FOUNDATION VENTS AS REQUIRED BY MANVILLE OR APPROVED EQUAL, FOIL TO R.o. POSTS CONNECTION LOCATION: PART NUMBER: NOTES:; = w NYS CODE. UNLESS INDICATED, ALL HURRICANE CLIPS " z BE PLACED TOWARD WARM SIDE OR AS VINYL SOFFIT RIDGE-TO-RAFTERS CS20 ® 21 APPLY TO EACH PAIR OF RAFTERS D w FOUNDATION FOOTINGS ARE TO BE A SHOWN ON PLANS. 6x6 POST ALUMNIUM DRIP EDGE RAFTER-TO-WALL H7 APPLY TO EACHI RAFTER C O o MIN. 6" DEEP PROJECTING AT LEAST 2" FASCIA W (I) PANEL DESIGN BASED ON 1069.1 APPLY TO EACH RAFTER Z ON EACH SIDE OF THE FOUNDATION NOTES: GRADE RAFTER-TO-PLATE H8 or H2.5 WALL. PROVIDE TWO #5 DEFORMED BARS 1. OBTAIN ALL PERMITS PRIOR TO BUILDING CODE OF NEW YORK STATE. 4" ALUMINUM GUTTE so N � 7/16- PLYWOOD PANELS " O co a- CONTINUOUS IN THE FOOTING. ALL 4" THE START OF WORK. 2-1/2- /B WOOD SCREWSO 16' O.C. MAX. 8"O MIN. CONCRETE PLATE-TO-WALL STUD CS20 ® 18 APPLY TO EACH WALL STUD THICK CONCRETE SLABS TO HAVE 6X6 INSTALLED IN ACCORDANCE WITH RESIDENTIAL CODE OF NEW YORK R301.2.1.2 3' PIER ON 17"OX6" SIDINGS 2ND. FLOOR TO 1ST. FLOOR WALL CS20 ® 36" APPLY TO EACH 'WALL STUD n- I- FOOTING 'GYPSUM WALL BOARD HEADER-TO-JACK STUD CS20 ® 12" APPLY TO EACH JACK STUD O Ln . 10/10 WELDED WIRE REINFORCING. STRUCTURAL WOOD PANELS MIN. STUDS ® 1s" O.C. � ANCHOR BOLTS IN CONCRETE SHALL BE N.T.S. CDX PLYWOOD SHEATHING COVERED CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD HOOKED 5/8" X 12" AT MAX. 3' O.C. W/ TYVEK HOUSE WRAP OR APPROVED [fEAR WALL HOLDDOWN ANCHOR SSTB16 APPLY TO EACH SIDEWALL END 0- z WATER-REPELLENT SHEATHING FLOOR-UNDER-SILL PLATE CS20 WRAP UNDER DOUBLE SILL PLATE < PROVIDE BITUMEN EXPANSION JOINTS DECK FOUNDATION BETWEEN SLABS AND FOUNDATION . USE WITH 3" SQUARE WASHERS WALLS. LOCATE GUTTERS & DOWNSPOUTS TO COLLECT FROM USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. NO MORE THAN 600SF OF ROOF AREA FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. NOTE: THIS BUILDING DESIGN HAS BEEN M w CHECKED FOR COMPLIANCE WITH THE PROJECT DESIGN CRITERIA (AS PER TABLE R301.2(1) OF NYS RESIDENTIAL CODE N o �- AMERICAN FOREST AND PAPER WIND DESIGN SUBJECT TO DAMAGE FROM ICE BARRIER N �i Z z ASSOCIATION (AF&PA) WOOD AND FRAME GROUND SNOW SEISMIC DESIGN WINTER DESIGN FLOOD HAZARD AIR FREEZING MEAN ANNUAL N N > LOAD (PSF) SPEED T0�Ic SPEC NND DEBRIS ZONE CATEGORY WEATHERING FROST LINE TERMITE TEMP UNREQUIRED (FEMA) INDEX TEMP CONSTRUCTION DETAILS 8C WIND LOAD PATH CONNECTION DETAILS zo o ai Q z CONSTRUCTION MANUAL FOP, ONE AND DEPTH REQUIRED LU TWO-FAMILY DWELLINGS (ANSI/AF&PA � L;_i -� 25 128 NO YES 1 C SEVERE 3 MD TO HVY 6 11 YES NA NOT TO SCALE m I-- < X 3 + WFCM-2018) 0 o N 0 i z wa o M o � O U xC8 �rl ® 'DuIs ?� s� 0 J ® ENGI�� co s A L� _ 4 r ENS sv- +I p) U N }- Q In Y U In ELEVATION ELEVATION co m SCALE "'= 1 ' SCALE 4"= 1 ' a 0 cr- CD 3z Ld LO � o w � w � O U) w O N J w o Z 0 Ld o w N O Z Z N � N Q U O rn Z m --- Q 0 Q 0 LL i 8"0 SONOTUBE ON V0 FOOTING (TYP) �vV z 6'-9Y4" 6'-9Y4" 3' 23/4 W A. H o 2x RIDGE W co � wt- S 1O'-5h" Z z M 12 W �D �1 H 66 01 d1 8 �D o 2x8 CT ® 48 O.C. avj C8 20'-0" v 38 SPRAY FOAM 0 �y' v 2x6 2x6 � WALL WALL R38 SPRAY FOAM O � �1� w '` ® ENG1��' 12 BATTS 10 op 16'-0" ' 8 FJ 0 16 O.C. 2x8 DJ ® 16" O.C. of DECK --------- — (2 1. 5"x9.25" 2.0E 2 1.75"x9.25" 2.0E N N SCREEN R9 oNT M CROLLAM ON 3.5 0 N FOAM S EEL COLUMN o PARALLAM ROOM - 2" RAT SLAB ;�, 8"N MIN. O CONCRETE �l E W DECK I 24"x24"x8" MIN M PIER ON N 24"x24%8" MIN 17"Ox6" CONC FOOTING CONC FOOTING W (3) #4 BARS W (3) #4 BARS FOOTING 1 FOOTING MIN EACH WAY EACH WAY CONC FOOTING W 2%4" KEYWAY & (2) #4 CONT. SECTION • DOUBLE CONT. 2x TOP PLATE II 20'-0" 1 (TYP. SEE NOTE 7) FWG6068 FWG6068 SCALE 4"= 1 ' WALL STUDS, SEE PLANS o'-s" RELOCATE EXISTING FOR SIZE AND SPACING WINDOW TO NEW LOCATION ; CRIPPLE STUDS, STUD TO MATCH WALL DOUBLE FULL HEIGHT WALL STUDS WIDTH & DEPTH TYP. (U.O.N.) REMOVE EXISTING o STUDS ® EACH SIDE OF ' �� \� FAMILY ROOM WINDOW 19'_5Y2„ 0 OPENING (TYP.) 5 ti FOUNDATION PLAN �( �� OFFICE \ CONT. 2x BOTTOM 4 SCALE "= 1 ' � `� —�13 ; NEW I BEDROOM AT SHEAR WALLS, PROVIDE SIMPSON HEADER BEAM PLATE (TYP.) CMST14 AT HEADER TO SHEAR WALL. f I V SEE SCHEDULE E V V 55 >6 LAP WITH HEADER 2'-0" MIN. � � � � S/G of STAGGERED PROVIDE 2) 10d OF NAILS IN (2)ILS AT Z $ o O JACK S?AL STUD TO � I 283sf O MATCH HALL STUDS S G N 3" O/C MIN. ® HEADERS LAP W/ WALL WIDTH'& .DEPTH TYP. LIGHT 72sf (25%) (3) STUD SPACES OR 4'-0- MIN. (U.O.N). ti rrK OQ PROVIDE (4) 1Od NAILS AT EA. rENSF VENT 28sf (1 0%) BLOCKING PIECE IN (2) CONNECT HEADER TO j �._i STAGGERED LINES OF (2) NAILS JACK STUDS WITH (2) 1.75x7.25 2.0E PARALLAM EXH (4) 8d NAILS AN 01 10 16'-0" BLOCKING (AT SHEAR WALLS) c� a 0 SEE SCHEDULE v w FOR JACK STUD U U GFI® - - - --J FAN I QUANTITY Lo O O M co o a >, 1 GFI 6 — NEW DECK � N Y TYPICAL DOOR f WINDOW OPENING w 0 o NEW BATH L) HEADER/JAMB ELEVATION 00 � & LAUNDRY NE BATH NEW C N 0 op 20'-0" REMOVE EXISTING LOWER LEVEL FLOOR PLAN DOOR/WINDOW HEADER SCHEDULE WINDOW m GARAGE SCALE 1 "= 1 ' MAXIMUM CLEAR ALTERNATE EXTERIOR 2x6 WALLS SL K STUD SAWNQUANTITY LUMB R 4 OPENING LENGTH BUILT-UP ( EL ENGINEERED m SAWN LUMBER ENGINEERED LUMBER HEADER SIZE HEADER SIZE LUMBER) z c� c� 3'-0" (3) 2x8 w/ (3) 1 %4"x7 Y4" LVL (1) ® SL HEADER 19'-5 0 Y PLYWOOD SPACERS (2) ® EL HEADER o Y2 I k 00 5 � " (3) 2x8 w/ s " (1) ® SL HEADER o 0 4'-0" Y2" PLYWOOD SPACERS (3) 1 /4 x7 % LVL (2) ® EL HEADER 6'-0" (3) 2x10 w/ (3) 1 %4"x9 Ya" LVL (1) ® SL HEADER Li-� 1 �LL_ Yz PLYWOOD SPACERS (2) ® EL HEADER cv V N Q NOTES: (f J 1. ALL SAWN LUMBER HEADER BEAMS TO BE COMPOSED OF DOUGLAS FIR-LARCH #1 SAWN LUMBER, U.O.N. s z Q ( 1.75x9.25 2.0 OLLAM o 2. COORDINATE ALL WALL OPENING LOCATIONS & SIZES WITH ARCHITECTURAL DRAWINGS. 0 W w 1 3. PLYWOOD SPACER TO OCCUR BETWEEN SAWN LUMBER MEMBERS. J o 3 3 N 5. BUILT-UPEXTER AWNLLUMBERE MEMIBERSLTO BE S PIKE AS PD SPACER ER GE ERALEEN ONO NOTES. AND HEADER MEMBER. Q o 8/4 9 /4 ze 6. ENGINEERED LUMBER MEMBERS TO BE CONNECTED AS PER TYPICAL DETAILS. it MJ O v 7. AT THOSE LOCATIONS WHERE A DOUBLE TOP PLATE CAN NOT BE INSTALLED ABOVE THE LINTEL, THE TOP PLATE OVER _ �w o c� LINTELS MAY BE ELIMINATED OR A SINGLE TOP PLATE PROVIDED IF THE LINTEL IS ADEQUATELY TIED TO THE 0 J O INTERSECTING WALLS BY INSTALLING A MINIMUM THREE-INCH-BY-SIX-INCH (3" x 6") BY 0.036-INCH THICK GALVANIZED N c0 - STEEL PLATE THAT IS NAILED TO EACH WALL OR SEGMENT OF WALL BY SIX (6) 8d NAILS ON EACH SIDE. RAFTERS OR JOISTS N LLJ _ Q - SHALL BE CENTERED OVER THE STUDS AT EACH WALL OR SEGMENT OF WALL AT EACH SIDE OF LINTEL. ? cj� O o- ' 12 O Z Lj- 0 2x8 CJ @ 16" Lt7 0 O.C. OVER BATH O N o • N AND CLOSET ° Dwelling Window Schedule Q0 c0 N O C1 Rough Opening Glazing CL ' 6'-0" Type Mark Count Width Height Type Manufac. Model Type LIGHT VENT o z 9 Yp Yp Comments � � � o P6040 1 6'-0 8 " 4' - O8 Fixed Anderson 400 series Double-Low E 23sf na Tempered, U=0.30, SHGC=0.31 o m N Z `\ FRAMING P A FWG6068 2 6' - 2 8" 6' - 8$" Gliding Patio Anderson 400 series Double-Low E 24.4sf 13.8sf Egress, U=0.30, SHGC=0.31 J N Q SCALE 4"= 1 ' � w _ I m0 Q U 1 1 p i ) 0 V) I ZrT. z00 Waco rZ Z O � w �H ROOF TIE, SEE SCHEDULE ROOF SHEATHING STUD at PLYWOOD TOP OF WALL PLATE PLYWOOD SHEAR WALL NOTES: �./ < M SEE GENERAL NOTES FOR EDGE SEE TYP.DTL FOR -� a U) Z �M RAFTERS, SEE PLAN FOR ADD'L INFORMATION PLATE LAP 1. STUDS, SILL PLATES AND TOP PLATES AND (4 ., M E SIZE AND SPACING BLOCKING SHALL BE 2X U.O.N. SEE SHEAR WALL W 0 SCHEDULE FOR SIZE AND SPACING. PROVIDE 3X � 'z � Q � M T.O. WALL FRAMING AT BOLTED FOUNDATION SILL PLATES, WALL SHEATHING OMITTED EL. SEE PLAN/ARC . HOLD DOWN SPLICE PLYWOOD PANEL EDGE BLOCKING, AND STUDS AT Z FOR CLARITY, SOLID BLOCKING AT TO FRAMING ABOVE. PLYWOOD PANEL EDGES WHERE SHEAR WALL DESIGN , O Q SEE BELOW FOR NAILING ALL PLYWOOD EDGES SEE PLAN. SCHED EXCEEDS 300 PLF. SEE SHEAR WALL TO MATCH STUD SIZE U W (3x AT SHEAR GREATER W Z THAN 200 PLF) 3. ALL NAILS SHALL BE COMMON WIRE NAILS, WALL STUDS, SEE PLAN DOUBLE 2x PLATE, SIZE TO MATCH EDGE NAIL AND SHALL BE LABELED AS ENGINEERED FOR SIZE AND SPACING WALL STUDS (TYP.) SIMPSON CMST14 AT HEADER CONSTRUCTION NAILS COMPLYING WITH ASTM F1667. CONT. 2x PLATE, SIZE TO OG INTERMEDIATE NAILING TO SHEARWALL LAP HEADER 4. ALL BOLT HOLES IN WOOD SHALL BE MAX ( ) INCH OVERSIZE. PROVIDE PLATE WASHERS AT RIM TIE, SEE SCHEDULE PER SCHEDULE 2'-0" MIN. PROVIDE 12 10d NAILS " MATCH WALL STUDS (TYP. IN (2) STAGGERED LINES OF (6) ANCHOR BOLTS - SEE GENERAL NOTES FOR SIZES. 0 EACH FLOOR) LSTA36 AT EACH STUD NAILS AT 3" o/c MIN. LAP WALL S PROVIDE (4)STUD ACES NAILS"EA.NBLOCK 5. AT 2X STUDS, PLATES, AND BLOCKING,10d HOLD-DOWN ANCHOR AT FLOOR SHEATHING, SEE GENERAL NOTES IN (2) STAGGERED LINES OF PROVIDE 3/8" MIN NAIL EDGE DISTANCE. O0 EO END OF SHEAR WALL FOR ADVL INFORMATION (2) NAILS 6. AT 3X STUDS, PLATES AND BLOCKING, LENGTH , SEE FASTENER SEE SCHEDULE FOR PROVIDE T 3 MIN NAIL EDGE DISTANCE - STAGGER SCHEDULE AND SHEAR RIM BOARD OMITTED FOR CLARITY STUD SIZE and SPACING WALL END DETAIL NAILS IN 2 LINES ALONG ADJOINING PANEL EDGES. OH FLOOR TIE, SEE SCHEDULE T.O. WALL WALL END POST - SEE 7. STAGGER SHEAR WALL SILL PLATE ANCHOR EL. SEE PLAN/ARC . HEADER SCHEDULE AND BOLT/ NAILS AND PLYWOOD EDGE NAILING. � � h� PLAN - PROVIDE DOUBLE OPLYWOOD PANEL SEE PLYWOOD PANEL SEE STUD MINIMUM - PROVIDE 6. PANEL JOINT SHALL BE OFFSET TO FALL ON ® ZyrY A SCHEDULE FOR THICKNESS SCHEDULE FOR THICKNESS 4x POST AT HOLDOWNS DIFFERENT FRAMING MEMBERS WHERE SHEATHING IS E N G I (STAGGER JOINT) DOUBLE 2x PLATE, SIZE TO MATCH (STAGGER JOINTS) INSTALLED ON BOTH SIDES OF STUDS, AND NAILS WALL STUDS (TYP.) SHALL BE STAGGERED. EDGE NAILING WALL STUDS, SEE PLAN FOR HOLDOWN ANCHOR -OD PER SCHEDULE SIZE AND SPACING SEE SCHEDULE AND POSTS. DO NOT NOTCH 9• DO NOT NOTCH OR BORE SHEAR WALL END OTYPICAL DETAILS AND TOP PLATES UNLESSOAPPROVED IR BORE N WRITING WALL SILL INTERMEDIATE NAILING WALL END POST - SEE THE STRUCTURAL ENGINEER. PER SCHEDULE HEADER SCHEDULE AND CO PLAN - PROVIDE DOUBLE EDGE NAILING TOP OF CONCRETE WALL 10. HOEDOWN ANCHOR BOLTS SHALL BE STUD MINIMUM SEE SCHEDULE OR TOP OF STEEL BEAM TIGHTENED PRIOR TO COVERING WALL FRAMING WITH FLOOR SHEATHING CONT. 2x PLATE, SIZE TO FINISHES. ACCEPTABLE TORQUE IS FINGER TIGHT PLUS SEE GENERAL NOTES FOR MATCH WALL STUDS 1/2 TURN. DO NOT OVER TIGHTEN. HOEDOWN ANCHOR ADVL INFORMATION BOLT CONT. SILL PLATE T.O. FDN. WALL PROVIDE PRESSURE TREATED SILL LOCATE FIRST ANCHOR BOLT a * .' A, •�.,'•' d .a .• :. '°; EL. SEE PLAN/ARChlq�. PLATE 0 CONCRETE 9" MINIMUM / 12" MAXIMUM CONT. 2x PLATE ON c'"a' ;: a " ' '�°••.:'.'.: :�'.°•,..° '• c� .. FROM PLATE ENDS - 2 BOLT FOUNDATION WALL, SIZE TO a.' °• °•'• ."• w' w'. 4, e • a MATCH WALL STUDS, SEE , °+ ° d ° `v' �' MIN. PER PLATE - SEE DETAIL FOUNDATION SECTIONS CONCRETE ELEVATION HOLD DOWN ANCHOR AT EACH END DO OR STEELO BEAM OF WALL SEE FOUNDATION SECTIONS. OLOCATE FIRST ANCHOR BOLT FOR WALLS LONGER THAN 10'-0", ADD 9" MINIMUM / 12" MAXIMUM TIE DOWNS EVERY 6'-0". FROM PLATE ENDS; SEE 2CBOLLTSLLMIN.FOR PER APILATE TYPICAL WOOD SHEAR WALL ELEVATION NG REINFORCED CONCRETE FOUNDATION WALL SEE PLAN FOR SIZE & LOCATION FLOOR FRAMING TO FOUNDATION WALL OMrITED FOR CLARITY. 3" ROOF VENT PLYWOOD SHEARWALL SCHEDULE ROOF 0 O i0 O O O 3„ "SW-" MIN. STUD MIN. SHEATHING PLYWOOD NAILING STUDS OR SOLID SIMPSON HOLD DOWNS J¢" DIA. A307 SIMPSON SIMPSON H2A MARK SIZE EDGE / INTERIOR (in.) POSTH�WA DL WALLS SL OF AT ENDS OFSHEAR ANCHOR BOLT LTP4 SPACING TIE SPACING SPACING SW-1 2x6 5/8" (19/32) PLYWOOD (2) SIDES 10dO4/12 (3) 2x6 (2) HDU11-DF2.5-SP 3'-0" o/c 16" o/c 16" o/c O F N 2 SW-2 2x6 5/6" (19/32) PLYWOOD (2) SIDES 10d®4/12 (3) 2x6 HDU6-DF2.5-SP 3'-0" o/c 16" o/c 16" o/c z t cu cn A GENERAL NOTES: pWc • O • EXTERIOR WOOD SHEAR WALLS TO BE DOUGLAS FIR 26 N0. 2 SPACED AND SIZED AS NOTED S� • INTERIOR WOOD SHEAR WALLS TO BE DOUGLAS FIR N0. 2 SPACED AND SIZED AS NOTED rF_N • %" NOMINAL C%2 ACTUAL) MINIMUM PLYWOOD SHEATHING AT EXTERIOR FACE OF • EXTERIOR WALLS. • PROVIDE LSTA36 SIMPSON STRAP AT EACH STUD • PROVIDE H2.5A RAFTER HOLD-DOWN ® EACH RAFTER. ROOF • ANCHOR BOLTS SHALL BE Xz" DIAM. A307. • WALLS NOTED AS SHEAR WALLS ON PLAN SHALL NOT BE CUT OR PENETRATED UNLESS APPROVED BY ENGINEER. CONTRACTOR SHALL COORDINATE ALL PLUMBING, MECHANICAL, WAC, ELECTRICAL, ETC. ACCORDINGLY. ( U ?— • FOR WALLS LONGER THAN 10'-0", PROVIDE TIE:-DOWNS �J AS NOTED IN SCHEDULE AT ENDS AND AT 6'-0" MAX 0- INTERIOR SPACING. W N >- m 0 Ld Y U W 3" 3" _ U 1-1/2" 2„ 1-1/2" 1-1/2" 2„ 2" 1-1/2" 20'-0" Lo 3" F•A• V SHOWER 1ST FL SW 1 LAV. SINK W. LgV 0° W.C. W.C. C. C.O. :2 WSP WSP r LOWER FLOOR m z 2" 3" 209 2" 3" 3" 2" 2" C.O. C.O. 0 3» C,O, TO APPROVED SUFFOLK CUTY. HEALTH DEPT. 4" C.I. 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