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HomeMy WebLinkAbout46233-Z �O4�pF SOOTyo`D Town of Southold * * P.O. Box 1179 T o� 53095 Main Rd UNTI Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46059 Date: 03/25/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 400 Waterview Dr Southold, NY 11971 Sec/Block/Lot: 78.-7-55 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 03/30/2021 Pursuant to which Building Permit No. 46233 and dated: 05/12/2021 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions and alterations including a rear covered porch to existing single-family dwelling as applied for. The certificate is issued to: Robert Haase , Rachael Haase Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-20-1359 ELECTRICAL CERTIFICATE: 46233 8/29/2023 PLUMBERS CERTIFICATION: George Berry Jr 5/17/2023 0 A oriz S gn ture o�sufFQl�,co TOWN OF SOUTHOLD BUILDING DEPARTMENT co TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46233 Date: 5/12/2021 Permission is hereby granted to: Haase Jr, Robert 400 Waterview Dr Southold, NY 11971 To: construct additions and alterations to existing single-family dwelling as applied for per SCHD approval. At premises.located at: 400 Waterview Dr., Southold SCTM #473889 Sec/Block/Lot# 78.-7-55 Pursuant to application dated 3/30/2021 and approved by the Building Inspector. To expire on 11/11/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,198.00 CO-ADDITION TO DWELLING $50.00 Total: $1,248.00 Lf ding nspector o� .OF SOUT�oI o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 1 1 97 1-0959 sean.devlin(a�town.southold.ny.us �OUNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Robert Haase Jr Address: 400 Waterview Dr city,Southold st: NY zip: 11971 Building Permit#: 46233 Section: 78 Block: 7 Lot: 55 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Tucker Electrical License No: 4926ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph Heat Duplec Recpt $1 Ceiling Fixtures 19 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 2 Wall Fixtures 15 Smoke Detectors 4 Main Panel A/C Condenser 3 Single Recpt Recessed Fixtures 95 CO2 Detectors Sub Panel 100A A/C Blower 3 Range Recpt Gas Ceiling Fan 4 Combo Smoke/CO 3 Transfer Switch UC Lights $' Dryer Recpt 30A Emergency Strobe Heat Detectors Disconnect 3 Switches 73 4'LED Exit Fixtures 11 Sump Pump Ed Other Equipment: Hood, Oven, DW, Micro, W/D Notes: One Story w/ Sub Panel in Basement Inspector Signature: Date: August 29, 2023 S.Devlin-Cert Electrical Compliance Form Town Hall Annex _ Telophow(631)765-1802 54375 Main Road (gax f.(63IP17C�5 9502 P.O.Box 1179 �J } Southold.NY I1971-0959 JUN _ g 2023 - r. BUILDING TOWN OF S10ZJ'MOLD B T 117 Building Permit No. �6 Owner: Zoom` sr, Plumber: I certify that the solder used'in the water supply system contains less than 2/10 of I% lead. AIL -Z . ,uanle _true) Sworn to before me this. day of Notary Public, '/: Couaty ° 7V, 1 #�OF SOUIyO� �;� TOWN OF SOUTHOLD BUILDING DEPT. o Q 0 RI(,�i� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [91 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: I) �.,�s m Fo,ee/t &cmmes i T Z-.4 Tc� t4-7� To Pab4C,K FALL 40 A m e0l SovTHoe bTvw v"i-. rs ay DATE N-Z-Z INSPECTOR %f 50Gly0lo TOWN OF SOUTHOLD BUILDING DEPT. �y�0UNl1,�c� 631.765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PL13G. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [VI FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] NTAL REMARKS: L%4 t2 J4��4 DATE °t '1/ INSPECTOR _s a SoUTyO� * # TOWN OF SOUTHOLD BUILDING DEPT. • ao coum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [VJ 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: , V yr d k, DATE INSPECTOR OE SOGIyo� 46 Z32 LI 60 waf&-Vlil;w * * TOWN OF SOUTHOLD BUILDING DEPT. u 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: CA DATE i INSPECTOR ho�aoe souryo� - # # TOWN OF SOUTHOLD BUILDING DEPT. °ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH 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 REMrRKS: CPU lziv-y. t 'o R4,� 0 P� ,m AN,/ v DATE yZ INSPECTOR SOUTyO6 # * TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] rULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION . [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] P E C/O [ ] RENTAL REMARKS: 7/ IPA A gte Y ' �APD E)ys c- k4 ) y v 6- DATE J� INSPECTOR OF SOUTyo6 L4 # # TOWN OF SOUTHOLD BUILDING DEPT. courm,��' 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) LECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Q� 0 ri o 4U / ,o �01 r4A (2 Z�g S DATE S 3 INSPECTOR ` v y -1 Jill 1 sill lu Igo Jill g i e T dY rF o M � ` 0 g s a s I r;� . N C Day E —cD O E . . a n - - - - - - - - - -CID Ij �0z L .. - - - - - -1 � — — — — — - 1 � l ao -- +� c 1s { i N— — — — — — — — — !�jHH97 � C•. rig,. { tMU - - { ' R o$a� Mtu ( f1 'a g � 0 I ,moo>.'_ � sgp�g --- c� B �88eg BGSYour•S- - - - -- - o $F=yag-EaN& E s � t 6e�me.� a N O) — — — — _. a — • T'' Y a' MM 4Jfi6 �I" - "mot _ci N — ty 1S _ cq tail w 1 ,( f t J fit. • r'afar'. k t T y9 I' 1 At A' � e' + � r 1 4 .3` 4 p e k rS i °tAq• g riq y�.� ; +i a � 2 p :.� ��� ,,�, `if i I� f a 5,. C� v " Ny'g ': ... rvt / ..rm � .. _ } . .. { \ \kk 3w? y . � . ,. ,s , . . " t }` A 3 � � r � 1 • o • . e . • 1 1 FOUNDATION(IST) --------------------- I12M ` WO • 1 • 1 \ ° • a � o i a INSULATION.PER N.Y STATE ENERGY • 1 ►� 11 1v A fill . Mom ®�*9 oUWEe AiYDIT• e a o ♦ v 4 � o�SUFF°tK�oo TOWN OF SOUTHOLD—BUILDING DEPARTMENT sz Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 oy�o awl Telephone(631)765-1802 Fax(631) 765-9502 hMs://www.southoldtomm.gov Date Received APPLICATION FOR BUILDING PE MIT For Office use Only L {gip., L J i?1 �9 `-; PERMIT NO. 5-3 Building Inspector: i. M AR 3 0 2021 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,anlps d ;, Owner's Authorization form(Page 2)shall be completed. rf' :F; Date: 2�1 21 OWNER(S)OF PROPERTY: Name: SCTM#1000- o _ _ rj Project Address: ---__�___.._.-...._(�._P_.___ ClA-�V Phone#: Email: Mailing Address: . CONTACT PERSON: Name: Mailing Address: Phone#: `` ^^ Email: DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION El New Structure ANddition Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑YesNo Will excess fill be removed from premises? ❑YeNo 1 PROPERTY INFORMATION Existing use of property:�i 12 4�m� Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this properly? 0Yes154o IF YES,PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in 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. Application Submitted By(print �Q uthord A ent ❑Owner (pnt nam .��_.__---Rauthoize-_-_._._. __-- -------- -- Signature of Applicant: Date: O3 Z ) STATE OF NEW YORK) COUNTY OF 5 Al `� Oaca FADQQA' — '� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/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 W—day of �,arCl 20 Notary Public TRA EY L. DWYER NOTARY PUBLIC,STATE OF NEW RK PROPERTY OWNER AUTHORIZATION NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNT (Where the applicant is not the owner) COMMISSION EXPIRES JUNE 30, Rachael Haase residing at 400 Waterview Drive, Southold do hereby authorize Brooke Epperson to apply on my behalf to the Town of Southold Building Department for approval as described herein. ��Ila,a� 3/29/2021 Owner's Signature Date Rachael Haase Print Owner's Name 2 LDING DEPARTMENT-Electrical Inspector s 11 l� TOWN OF SOUTHOLD "' II Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 � §@U%ilf elephone (631) 765-1802 - FAX (631) 765-9502 rogerr(c�southoldtownny.gov seandCaD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELEGTRICIAN INFORMATION (All Information Required) Date: May 30, 2022 Company Name: Tucker Electric Inc. Electrician's Name: Frank Raynor Jr License No.: ME 4926 Elec, email:frank.raynor@yahoo.com Elec. Phone No: 631-478-2801 El I request an email copy of Certificate of Compliance Elec. Address.: PO Box 1065, Cutchogue, NY 11935 JOB SITE INFORMATION {All Information Required) Name: Robert Haase Jr Address: 400 Waterveiw Drive, Southold, NY 11971 Cross Street: Main Bayveiw Phone No.: 631-926-3737 Bldg.Permit#: q" l email: �N c -13-i AN�a, carp Tax Map District: 1000 . Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Replaced overhead service with new underground electrical service. Left original electrical panel. Replaced meter only and installed underground laterals 3-4/0 AL. Square Footage: Circle All That Apply: Is job ready for inspection?: YES FV� NO FIRough In FIFinal Do you need a Temp Certificate?: YES [--] NO Issued On Temp Information: (All information required) Service SizeFv�'t Ph❑3 Ph Size: 20--0--A #Meters 1 Old Meter# New Service Fire Reconnect[]Flood Reconnect[]Service ReconnectP- Underground ElOverhead #Underground Laterals PI 1 2 0 H Frame Pole Work done on Service? Y N Additional Information: Meter is on house in the original location.If you have any questions please call me at 631-478-2801 PAYMENT DUE WITH APPLICATION lA..c_ �p by BUILDING DEPARTMENT-Electrical Inspector c ? TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 �41 �a0�� Telephone(631) 765-1802 Temporary Certificate # 5&1 Date sA 2022 Customer Name r* Electrician Name 'ry r ri Address 0 rd Carl r- 0 Phone e-mail e-mail -Pr4tA ra GI .Cdw� Phone License# Size 200 A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is val' 9 m the date abo Authorized by BUILDING DEPARTMENT- Electrical Inspector ID TOWN OF SOUTHOLD yTown Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 y o� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr@southoldtownny.gov - seand(c southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION.(All Information Required) Date: August 8, 2022 Company Name: Tucker Electrical Inc. Electrician's Name: Frank Raynor Jr License No.: ME-4926 Elec' mail:frank.raynor@yahoo.com Elec. Phone No: 631-478-2801 DI quest an email copy of Certificate of Compliance Elec. Address.: PO Box 1065, Cutchogue, NY 11935. JOB SITE INFORMATION (All Information Required) Name: Robert Haase Jr. Address: 400 Waterveiw Drive, Southold, NY 11971 Cross Street: Main Bayveiw Phone No.: 631-926-3737 Bldg.Permit#: Ice)L3.3 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Rewired new addition. Installed new 100 amp sub panel in new basement. Square Footage: 12400 Circle All That Apply: Is job ready for inspection?: 0 YES ❑ NO ❑✓ Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES FV-1 NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 R2 H Frame D Pole Work done on Service? Y N Additional Information: Please do rough in inspection 1 PAYMENT DUE WITH APPLICATION 1 s 15-e 'vll u— t/j C,e— AUG 0.8 2022 pod BUILDING DEK 1 b L Towel oFsouT-ioLD og�fFOtk BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD ti Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 1.1971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cD-southoldtownny.gov - sea nd(cb-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: August 8, 2022 Company Name: Tucker Electrical Inc. Electrician's Name:-Frank Raynor Jr License No.: ME-4926 Elec email:frank.raynor@yahoo.com Elec. Phone No: 631-478-2801 01 request an email copy of Certificate of Compliance Elec. Address.: PO Box 1065, Cutchogue, NY 11935 JOB SITE INFORMATION (All Information Required) Name: Robert Haase Jr. Address: 400 Waterveiw Drive, Southold, NY 11971 Cross Street: Main Bayveiw Phone No.: 631-926-3737 Bldg.Permit#: !-��,02,�,?j email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Rewired new addition. Installed new 100 amp sub panel in new basement. \ Square Footage: 12400 Circle All That Apply: Is job ready for inspection?: YES ❑ NO ❑✓ Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES FV-] NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 0 1 2 F1 H Frame Pole. Work done on Service? F1 Y N Additional Information: Please do rough in inspection rGr� ,i ��rr � PAYMENT DUE WITH APPLICATION f S AUG 0 8 2022 C-P— vJ cam- !�ova- ' ,/)d -�p+i P BUILDING DEPT va ] �" _ TOWN OF SOUTH OLD D PERMIT # dares 72 Switches Outlets GFI's ( 1 Surface Sconces) H H';.. I -PLO UC I_tsj Fans ` . Fridge I HW Exhaust 1) Oven D� W/Dv�3 � Smokes DW Mini Generator Carbon Micro Combo 1, ?J, Cooktop Transfer AC IAH Hood Service_ ..- I ?j Amps Have Used Special: Comments. P \� Dc% �S' O y4Pe s a oo�Y} EXIS.(2X) 8-FOOT DIAMETER BY 8-FOOT \F 3/ \S1?Qq EFFECTIVE DEPTH LEACHING POOLS. LEGEND IRON TOTAL OF 12'EFFECTIVE DEPTH AND 300 g1,eJG CCPP-CEA'I19,NOGBANITARYCe55POOL PUMPED AND IN SF LEACHING. SPECTED BCHING OY ENGINEER JPOLS TO BE QG\�QJ / \ O CTG-CUT TO GRADe De-LASMBUTION Box PRIOR TO RE-USE. F O D� j �� ae4673 D.-e"ATION 0 oM-EEXOTINc POOL PROP.50°i6 FUTURE LEACHIN �Q \�Q / `�j) �D SSto�P FFe-HN15„ED MOOR ELEVATION EXPANSION AREA. (� G[-GRADE=VATION CFO- PER DAY „eGe„I�FST D(PECTM GROUNDWATER PROP.DISTRIBUTION BOX. VA OWTS.INNOVA"I ALTERNMNE OWT5 / \ EXISTING PRECAST SEPTIC TANK TO BE It-INVERT ILWATION LP-LINEAR FOOT PROP.8-FOOT DIAMETER 1250 PUMPED AND REMOVED PER CD LP-LEACHING POOL GALLON PRECAST CONCRETE EL 12' STANDARDS. EL MAX-MAUMAXIMUMMAXIMUM +/- MIN-MINIMUM SEPTIC TANK WITH BAFFLE WALL, OVM.ON5fTE WASTEWATER TREATMENT 5YSTEM EX PT.PERCOLATION TEST RISERS TO GRADE AND DROP TEE. ,CONS-SUFPOUC couNTY DePARTMEM OF„eALTM sewers LP 5T-5EPNC TANK V•-Tyr TEST MOLE EL t V+� ENTRANCE BILC0 ` V.VENT PROPOSED EXISTING / WM-TYPICAL.WATER MERR PROPOSED PORCH DETACHED O)to LP SLAB EL 14'+/- h. `U — PROPOSLD IS RYY ST •�� W ST / fJ PROP SEWWER PIPE RELOCATION / pCO EXLS"E. I&V+/- Q W >- Abandonment of the existing sanitary system must be In EL IV+/- Das IE TO BE RELOCATED: IO.V+/- z conformance with the Department's requirements. / °�c ADEtY+� EXISTING I STORY 7 LLJ Submit completed form WWM-O80 as proof `\\ 0^// ^ WOOD FRAME HONE IAMIV�fliIAY / V / L.IL WLLJ iJ v J O O Qj 01? � EXISTING BURIED PROPANE TANK / / (APPROXIMATE,EXACT DIMENSIONS � / O UNKNOWN,MARKOUT REQUIRED). � I EL to'+/- / �Q v / EL 7 +/- a� R2 Z (� p/L DNS I / R / N R=225.07' 2 L _ - 179,231 L=83.10' Q. � v z <ELs'+/- — 1 Z 'T� J W DRIVE V E EXISTING PUBLIC WATER SERVICE \ �, \ `1 W w R=61.12 T E R V I E (APPROXIMATE,TO BE MARKED OUT) \ A�� /\\ X Z_ Q F 15 W A EL 5't/- EXISTING O.H.ELECTRICAL SERVICE �/ UL -p (n L=50,80 SANITARY SITE PLAN F 5CALE. 1:30 K p — PROPOSED SANITARY SEPTIC SYSTEM POP UP TO 4 BEDROOM RESIDENCE: (� O O A9.0UILT SITE INFORMATION: y ,n Q 1. ONE(I)PROPOSED 1250 GALLON PRECAST SEPTIC TANK BUILT TO 5CDH5 5TANDAPD5 WITH BAFFLE WALL, U 1 SUFFOLK COUNTY TAX MAP to: 1000-78-07-55 DROPTEE5 AND R15ERS TO GRADE. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES (� = 0 Q .HISTORIC 5CDH5 REF#3-50-84 DATED 1-8-1974 FOR 3-BEDROOM HOME. 2. ONE(:)PROPOSED 015TFJBUTION BOX,20-INCH POLYLOK OR EQUAL WITH FLOW EQUALIZERS. Q L C .EXISTING 3 BEDROOM HOME WITH PROPOSED I BEDROOM ADDITION 3. TWO(2)EXISTING 8'DIAMETER BY G'EFFECTIVE DEPTH PRECAST CONCRETE LEACHING POOLS.TOTAL OF 3005P G -LOT AREA:41,431 5F EFFECTIVE LEACHING AREA. PERMIT FOR APPROVAL OF CONSTRUCTION FOR A U O -PROPERTY LOCATED AT 400 WATERVIEW DRIVE 4. ONE(1)8'DIAMETER FUTURE EXPANSION LEACHING POOL AREA. -SOUTHOLD,TOWN OfSOUTHOLD,SUFFOLK COUNTY,NEW YORK SINGLE FAMILY RESIDENCE ONLY o -RECENT SURVEY PROVIDED BY:PECONIC SURVEYORS.P.C.DATED 2.1 1.2015 -VERTICAL DATUM-NAVD'88 DATUM GENERAL SANITARY 5YSTEM AND INSTALLATION NOTE5: Date:9-9-2020 .NO SURFACE WATERS OR WETLANDS LOCATED WITHIN 300 LP OF PROPERTY. -ALL HOMES LOCATED WITHIN 150 LP OF PROPERTY ARE CONNECTED TO PUBUC WATER SERVICE. 1. SANITARY 5EPTIC SYSTEM DESIGNED FOR UP TO 4 BEDROOM HOME PER SUFFOLK COUNTY DEPARTMENT OF HEALTH 5TANDARD5(5CDH5). SCale: 1 :30 GENERAL NOTES: 2. SANITARY GRAVITY DRIAN PIPE TO BE 4-INCH CAST IRON AT FOUNDATION AND 4-INCH PVC 5DR35 BEYOND DATE 12/7/20 EF. NO. R-20-1359 I. EXISTING 900 GALLON PRECAST SEPTIC TANK TO BE PUMPED AND REMOVED PER SCDH9 STANDARDS. FOUNDATION.PIPING BETWEEN FOUNDATION AND 5EPTIC TANK TO BE PITCHED MINIMUM 114-INCH PER FOOT. - DESIGNER:TAO 2. NEW 1250 GALLON PRECAST SEPTIC TANK TO BE INSTALLED AND THEN CONNECTED TO TWO(2)EXISTING 8'DIAMETER BY G PIPING BETWEEN SEPTIC TANK,DISTRIBUTION BOX AND LEACHING POOLS TO BE PITCHED MINIMUM 1/6-INCH PER APPROVED ,P DEEP PRECAST LEACHING POOLS. FOOT. rJ'I1t:Bt NO. 3. EX15TING LEACHING POOLS TO BE PUMPED AND INSPECTED BY ENGINEER AT THE TIME OF CONSTRUCTION. 3. THE SANITARY INSTALLER SHALL HOLDS 5CDH5 UPSTRIQUIDEAM WASTE LICENSE. 4 BEDROOMS 4. PROP05ED 517E PLAN,PROPERTY LINES,ELEVATIONS,STRUCTURES AND UTILITY LOCATIONS ARE FOR THE PURPOSE OP 4. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM R THE SEPTIC TANK. FOR MAXIMUM OF SANITARY SYSTEM CONSTRUCTION ONLY AND ARE NOT GUARANTEED. 5. WATER SOFTENER BACKWASH SHALL NOT M FLUSHED TO PROPOSED SEPTIC SYSTEM. G. 517E ELEVATIONS ARE BASED ON SUFFOLK COUNTY GI5 RECORDS AND ENGINEERS MEASUREMENTS IN FIELD. ENACT G. EXISTING SEWER LINE UPSTREAM OF SYSTEM SHOULD BE FREELY VENTED G ROOF VENT. EXPIRES THREE YEARS FROM DATE OF APPROVAL _ ELEVATIONS ARE NOT GUARANTEED. 7. CONTRACTOR TO CONFIRM INVERT ELEVATION OF THE SEWER LINE LEAVING BUILDING PRIOR TO THE START OF 7. ON51TE UTILITY MARK-OUTS TO BE PERFORMED BY CONTRACTOR PRIOR TO PERFORMING 517E WORK. CONSTRUCTION.ANY DEVIATION SHALL BE REPORTED TO THE ENGINEER OF RECORD. 8. CONTRACTOR 15 RESPONSIBLE TO OBTAIN TOWN BUILDING PERMITS AS NECF55ARY PRIOR TO INSTALLATION OF THE PROP05ED SEPTIC SYSTEM. N SURVEY OF PROPERTY -1 AT BA YVIEW TOWN OF SOUTHOLD - SUFFOLK COUNTY, N. Y. �� 1000-78-07-55 0 o e x�+ �� �y SCALE. 1'=40' li �J, JUNE 17, 1998 J I \ y FEBRUARY 11, 2015 i oss -9�� '9� JANUARY 28, 2020 (AS BUILT GARAGE) APRIL 1, 2024 (FINAL SURVEY) "II < JANUARY 27, 2025 (REVISION) s 0. 0• 11 A 12.3 � F N SEPTIC SYSTEM AS INSTALLED 37 01SyFOFN [1] 1250 gal. SEP71C TANK --A y FCkH WITH TRAFFIC BEARING TOP [2] 8 FT. DIA. X 6 FT. DEEP PRECAST 1 9aF �T CONCRETE LEACHING RINGS xt "9s SCDHS REF. No. R 20 1359 2 0 SEPTIC L O CA TION \� `i 'An nen ST 15' 43' LP(1) 26.5' 49' LP1 LP 2 27' 56.5' UNIT NV 64.5 8 29.7 %0�, !� - Wl 11.0' WNDW- 00 N MET R u: Ul COVER O O PORCH o C � m 7.o CovoED 68.7' 29--r PORCH C FND. • FND. � �\ qsy� MON. NS90 coa CATC FND. OO ° a BASIN k\ -a DIRT& SR N R C ® to PHALTcc: 4k a 4 O m 3 p ocu ® ROq R O 1 m Z a o z © 1859 .R� k Oh -n ., � °' 4 o -n ° > T 40o OA- ` c: > n -1 ID � o o � 41� C� c1 -n= m x -� �C oo ct"u m I �- I s V' CI " moo,� IV o /,�`.° e U d7 ^ C ��. Q _ Ill JO �Naw�A_� O � �� CERTIFIED T0: : FIDELITY NATIONAL TITLE INSURANCE COMPANY ASSOCIATED MORTGAGE BANKERS, INC., ISAOA ROBERT HAASE fi. RACHEL HAASE - � N.Y.S LIC. NO. 49618 AREA = 4143v1� SQ., N. Ys LIC. NO. 051132-01 fit.. �. ".�'� PECONIt SURVEYORS, P.C. ANY AL7ERA71ON OR ADD177ON TO,THIS•SURVEY;IS A -VIOLA77ON (631) 765-5020 ,(631) 989-9174 OF SECON 7209OF 774E NEW YORK, S,TA7E.EDCATION LAW. EXCEPT AS PER SEC77ON 7209=SUBDIVISION 2-"-'ALL CER77FICA77ONS Email: peconicsurvey�optonline.net HEREON ARE VALID FOR 7741S MAP AND COPIES THEREOF ONLY IF peconicfcs@gmail.com SAID MAP OR COPIES BEAR 774E IMPRESSED SEAL OF 774E SURVEYOR P.O. BOX 909 WHOSE SIGNA 7URE APPEARS HEREON. SOUTHOLD, N. Y. 11971 v(�`-'R -212 E <E --- - - - N —®® TITLE PAGEH AA W vv A E W W H - - W vq rq -002 GENERAL NOTES O w Z STRUCTURAL DESIGN CHARTS CN PROJECT / zONINO DATA __ 5ETBAGK5 AP R VED AS NOT .D o � � Lo --- - -- - -®®� -- + --- ---- -_ TAX MAP # -_ __ 1000-78-07-55-- LOT AREA = 41,451 S.F. ; R-40 CONFORMING DATE: B.P.# N O ri —__ HOLDOWN ANCHOR BOLT, II FEE: BY: Z d' TA LO STRAPPING & NAILING DETAILS LOADS ZONING DISTRICT R-40 CONFORMING -I REQUIRED EXIST. PROPOSED COMPLIES NOTIFY BUILDING DEPriRTM AT = N 00 O RENO\/AT I ON ADDITIONS TO EX I ST I NS S I NC LE FAM I L`( fizE51 DENT __�L ._... ___�.-._.. ..�_ I __._�� 451 S.F. I - - - - __ _-- ! __ �-_ _-__ _ ---_-�I_� __ __-- :!I , STRUCTURAL DESIGN LOA LOT AREA 41, lI 765-1802 8 AM TO 4 Pk9l FOR THE F-- --- -- --- ---- - FRONT YARD ! 40.0' 64.5 58.2 YES 1 SPE.T TC,S. Z NN � FOLLO N IDN T ►N -- �' - �' RFO'JI1ED Q FI3AMING GRAPHICS _..._.- _ ___ ...._._.____ _____..._.___.__ _ _. _-. .-. ..__._.__..___._- _ _� ___ _ `- - -__ -c. FOUNDATION ION - ,, � ExISTINo PROPOSED I. s ' FOR POURED r.GN -.TE _ o SIDE YARD II 15.0' 35 8' 35.7' __ - -YES- W BEAM CONNECTION PATTERNS - - - _- BOTH SIDE S5 0 =-_ j, - - _- �, - -- 2. ROUGH - FRA wi6 to u ?Ll)P";IIVG J FIRST FLOOR AREA 2170 S.F. 2560 S.F. - � _ ! 76,5' YES 3. INSULATION -J 00 - - -- ! 4. FINAL - CONSTRU'(77-N MUST Z O FIREBLOCKING DETAILS _ _ YARDS --- --- ---- REAR — ®® PROPOSED DEMOLITION PLAN _ _ - - . _— __ - - _- ---- -- -= i a7 I' - YEs -- BE COMPLETE O J I r-I - - ---- _ _ ,T_ =,'I ALL CONSTRUCTION S--(ALL MEET THE O BEDROOM COUNT 5 4 L 50.0 REQUIREMENTS Or THE CODES OF NEW ZQ Z 4 YORK STATE. NOT RESPONSIBLE FOR li LOT GOYERAGE ....w ,...r ...ww. wx .__ _.w. DESIGN OR CONSTRUCTION ERRORS. A— ® 1 PROPOSED FOUNDATION PLAN - -'- ' 9o—LOT _--� L1') � rl DESCRIPTION AREA OLO - - -- COVERAGE Q r-1 _j O TOTAL LOT AREA 41,451.0 S.F. COMPLY WITH ALL CODES OF - _ - - - -- W EXISTING HOUSE I 2,155.0 S.F. 5 2% NEW YORK STATE & TOWN CODES � — ®2 PROPOSED FIRST FLOOR PLAN AS REQUIRED AND CONDITIONS OF 1,200.0 S.F. 2.qy RETAIN STORM WATER RUNOFF v PURSUANT TO CHAPTER 236 ��Y" ' ' �' ''�'RA W EXISTING DETACHED GARAGE PROPOSED ADDITIONS = 850.o S.F.S F. �� 2 I% -' OF THE TOW _'.' H N CODE r nl TOTAL AREA OF ALL STRUCTURES I _ r rl (1 ,,n1 p, rn.�,l rG BOAP,� = J - - - -- - - -- --,- -- - -- --- _ -__ c•: I I='a--- � US T EES 4,208 O s F 10 2Y J ., ROOF FRAMING PLAN :£ MAXIMUM GOVERAOE ALLOWED = 20% - � I a . r A-2 00 PROPOSED EXTERIOR ELEVATIONS �,/ \�w — OCCUPANCY OR I I,I USE IS UNLAWFUL .s WITHOUT CERTIFICATL BUILDING SECTIONS OF OCCUPANCY PLUMBING RISER DIAGRAMS '✓; . / r o DESIGN DETAILS - - - - - LQG I I ON M � GAS RISER DIAGRAM e/ \ s.,ALE NTs / PLUMBER CEP TIFICATIO. / ON LEAD CONTENT EEF: CERTIFICATE OF OCCUPA, 3 PRAINAC� GALGULA:T1ONS - \;o� SOLDER USED I N WA TF PROP05ED SEPTIC SYSTEM UPGRADE; SUPPLY SYSTEM CAN°'4 DRAINAGE SYSTEM GALGUI_ATIONS O1=VON PROVIDED 0 OTHERS;12/ scHD APPROVAL REF. NO. R-20-135�i 12/07/20; EXCEED 2/10 OF 1% LEA T. I ,. NEW IMPERVIOUS SURFACE AREA= 1,&50 S Ft. DESIGNED BY HOMEPORT ENGINEERING, �'�.' THOMAS A. O'DWYER 1,830 SCL. Ft. X 0.1-7= 511.1 511.I/42.2= 7.4 VERTICAL FT. OF 8' DIA POOL REG2U I RED ' i ~ { 61 PRO�/IDE (2) 8' DIA. X 4' DEEP STORM DRAIN POOLS --� /m/1 i EXISTING PROPOSED DETACHED DRYWELL/DRAINAGE STRUGTU'RE NOTE: LENDER NOTE: COVERED NEW DRYWELL GARAGE ALL PLI�'�'3:''i: A MINIMUM 10 SEPARATION IS CONNECT ALL LEADERS COMING o PORCH PROPOSED BILGO CONNECTED TO $�WATER=s �it•.�:_ � REQUIRED BETWEEN WATER SERVICE FROM GUTTERS TO NEAREST / i� \�I ENTRANCE GUTTER / T�7ING.-BEFORECC�. .,,,.;; LINE/LATERALS/MAINS/5EPTIG/LEACHING DRYWELL. /o f PROPOSED I STORY SYSTEM /SEWER AND THE EDGE OF ALL �_ ADDITION II �� , STORMWATER DRAINAGE LEACHING i 15.1 18 0' STRUCTURES tf cv1 �� ' � 0 o i ELECTRICAL Z 20.0 - r EL lAC W , 0 � N IRED 2 8"TH K INF NGRETE 4"VIA R ST RON _ � _ t IJ ;' IQ4el REC1 � T SHOULDER AREA TYP. RA o / ��J�I�EC U `' I i o LiJ QI I 0 o !i -r I _ Manuals EXWOOD FRAME Y r�'IttSt�3x DVl e / 10.0 non❑❑L,❑r.nn� r -------- -- � urllirinnor liuli � P q ,: , _];]�l 1 8.0' 1--- HOME ASPHALT �� J rand S i per W -I- - -III1 000o0 -Ioo1aoU / � DRIVEWAY -= / MIN. i NYS EnergyCodc / NEW DRYWELL CONNECTED TO 0 GUTTER SYSTEM; CONTRACTOR TO ------- NF &DIAMETER PRECAST / CONCRETE LEACHING RINS. / ENSURE PLACEMENT 15 AT A 0 22.8' SEE CALCULATIONS ON PACE MINIMUM 20' FROM 5EPTIG SH-100 FOR POOL HEIGHTS / v BURIED PROPANE TANK Q � • ":''� 1r'� �� MIN. - - --- j o F DIAM�Tf'_R �-0. / 46.0 I � BlE3W 'c�'C�.:�D� t'�`:, •" ``; r; .d m'', N SANC < GRAVEL FILL / All exterior lighting r nd du�:tori- �� i installed, replaced or testing;rcquirer . t" ,A. }�/ Iw_ I I / _ _ - _ -- --- - - -- --- - - - -- _ repaired shall conform +} •.t: -° � °,0 SEGTI ON ® ✓ R� ! ELL �� SCALE: NTs o - ` ) to Chapter 172 - of the Torm Code ,o _ EXIST. BURIED / / _ PROPANE TANK APPROXIMATE ; PROJECT: / LOCATION to l HAAS E / J% - ;\I RENOVATION ;�,l,,��ljT'R Lt' Ii;li g ilw],Ill•i;[r*,�:,,. s „ r 400 WATERVIEW DRIVE SOUTHOLD, N.Y. 11971 / _ DRAWING TITLE: v� �--- — — .� �o\OO 51TE LAYOUT NOTES:- PROJECT LOCATION & SCOPE R=225.07 I. THIS Is AN ARCHITECTS SITE PLAN $ IS ........... � SITE PLAN &ZONING DATA SUBJECT TO VERIFICATION BY A LICENSED 5URVEYOR. THE INFORMATION REPRESENTED ON THIS 5 TE PLAN Is TO THE ARGHITEGT'5 BEST OF KNOWLEDGE. 2 NFORMATION HAS OBTAINED FROM A (SURVEY DATED FEBRUARY 11, 2015 _— � AND PREPARED BY: PAGE: \ _ �� S15 150 W PEGONIC SURVEYORS, P.G. ..�'' Ai P.O. BOX qOa Am r\ n SOUTHOLD, N.Y. I1a71 v L=50.b0' TELEPHONE: (651; 765-5020 0 0 1• 0% 51 TE: PLAN, SCALE: 1'-0" = I5'-o" DATE: 03/25/21 10F 11 'r_ _ ______ ___ _- - --_ _'_ -_ _--_ =__ _ __ ___ - _- _- _- '_ ___ NOTES I$ 5FEG 1 f 1 GAT 1 ON5 CARPENTRY WOOD RAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MA50NRY !I //�� 55RE 1(\ /IA/� T I ON5 ' . Ill M l�t I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 b BETTER I = 8'I5) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT Q O IT 15 THE CONTRACTORS RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER I TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, ____ ----- ------ ---" _--------- -_ I cq SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK EIS" ABOVE SCRATCH GOAT. MAINTAIN PRESCRIBED HEIRDS YHEXPERIENEEN IT CAN EMODEL�INGNOR TESTD THE TING SY AN APPROVED THE FIRSTITY HAVINO AND SECOND FLOORS ARE TC,TOR5 IN SUCH A MANNER, TO ASSURE THAT THE CONDITIONS OF 11 BD. BOARD tl K KIPS (1000 LBS) O W 2. ALL LUMBER IN CRAWL SPACES TO B JURISDICTION F B A EN INTO ACCOUNT. - - - --- - __ _:_-_ - __ -- -_.-_ _-_--_ _ _ ___ -__-.-- i. - -_-_- - -_- _-_ -__- ---_- __- _ _- _ _-_ ! W -- -- -- - - ----- - - - __ ___ 8 MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR j BFE I BASE FLOOD ELEVATION IIMANU_._ ANU 5PEG.'s l W H M MANUFACTURERS SPECIFICATIONS GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR O'�l FIRM, VIRGIN, UND15TURBED SOIL ___ -__--___ �I==_ ___-_-__-_____--,___-----_-__-- ___,-_______ __--- 11 =.___=_____-_____�__-_____ ____________-- -_---_-__._--- __-_- `----_- --I N GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT BLDG. BULLRING - - - -- : -- - -- J�MAX. --- - --- - 1 M I. NO WORK TO START UNTIL APPROVED FLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. 51ZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"x6° (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/SQ. FT. U.O.N. __ MAXIMUM N ,°,PPLIGABLE BUILDING DEPARTMENT. -- - - - - - -- - ---- - -- -- - - - --- - = Q 15 NECESSARY To MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNGIL'S WOOD FRAME CONSTRUCTION MANUAL AND TH15 PS FORMAT, AS �I BM ]-BEAM 'MECH. j MtC,H^NIGAL -I � W � � 2.ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. I6 GAGE METAL JOISTS HANGERS BY "TEGO" OR OTHERWISE NOTED --- 4. AT FLUSH FRAMING USE APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE,UNLESS B.O. OM II W -_ ____ _ _ ___ ___ ____ ___ ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING :[BOTT OF l[MIN. „ MINIMUM O M EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, --- --. ---__-- - - - -- -- -_ -_ _ _ __ __ __ __- __-- _.__J J 5']RUCTURE/SITE SHALL BE FIELD VERIFIEID BY GENERAL CONTRACTOR. - " ~ BOT.-- __ _ - -_ ';';NORTH AMERIGAN VERTICAL DATUM OF Ig88 � � � �' OD CTURAL - _ ___ ___ ROOFS, AND WALLS. PREFAB SI�ATED CONFORM TO THE ATPPLIGABLE STANDARDS OR OR GRADING b. NO BACK �LPSHAL POURED �P AGED AGAINST FOUNDATION WALLS U.O.N. - _ - _ N 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, PA L5, AL I� - -_ - =_- = j[NYG BG - - B.O.H.BOW BOTTOM OF WALL ��NEW PORK CITY BUILDING CODE �l M _ >' III b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, RULES SPECIFIED IN LI THROUGH I.B. UNTIL I TIER OF FRAMING IS IN PLACE. - _ __ _ __ -_ ___ _ __ ___ _ F' J III 4. ALL UNNOTED OR N0AND AUTHORITIES 1 VINO ,S BILE IEA EASEMENTS ARE THE RESPONSIBILITY I 0.1.1. CEILING JOIST O U.O.N. I.I. DING ENDOJOrI MEMBERS USED FOR LOADNTED AND EDGE-GLUED LUMBER, SHALL BE�DENTIFIED �' FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. _ �_ _ _ - O.G. ON CENTER J d I N O (D OF THE OWNER/BUILDER DBE. - = lI DOUBLE - - - - _ -- OGG - - -7, -_ - - _ =Y==_ __ O Ii -7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 8. ALL OPENINGS FOR BEAM cIOCKETS, UTILITIES, ETC. TO BE FILLED I _ - - - L OCCUPANCY Z �' - - - ---- --- ------- - _ _-===�__----_-_____-_-_ -_----_ 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS - O WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. - l - LE "-- "--- "_ ___ SHALL BE CLARIFIED WITH THE ARGHITEG'T/ENGINEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE Ii DFE [DESIGN FLOOD ELEVATION _-- l PBFE it PRELIMINARY BASE FLOOD ELEVATION i _ N m O WITH THE WORK. I� - GRADEMARK SHALL INCLUDE AN EASILY D15TINGUISHABLE MARK OR Q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE G-003. I -- - - ' - - ---- - --- -_-- - _ - _- -_--_ ----; F- q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE i,DIM. - DIMENSION - _I P. GONG. POURED CONCRETE Z b. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE F.T.T REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-9q. 10. ALL DAYS OF NCRE P.So HAVE U.O N AN ULTIMATE COMPRESSIVE STRENGTH AT 28 --- -- --- - - UNLE55 APPROVED BY THE ARGHITECT/ENGINEER. - - _ I - - -_- - --- _ __= _ _- - -- -- - - I l Q in - - [-- - - ----- - _ - _- D.J. DECK JOISTS PL. PrPLATE I � - - _ _--- - - - - - - - ----= =--�l--=- - _-_---_ _- _____--- _ __ ==-'i 10. ALL EXTERIOR 5HEATHINO ALL ILED S PER ATED RS SHALL MEET T. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE G-003. GENERALLY SHEATH NAAS OF I/2" THIGKNESSNON WALLS AND 12 THE PROV SIDONS OF(ANSI AL 6LUAED LAMINATED DTUTRIAB GLU D LAMINATED 11. GONG. SLABS TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH' ___ "..-__ _. -J[EACH I, PLYWD. (PLYWOOD - W BEFORE THE START OF FRAMING - - - -- -_ 1 - --- - J ROOF AND IS OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. b MIL. POLYETHYLENE VAPOR BARRIER UNDER -- _-- --_ - -- FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN ELEV. ELEVATION 1 P.T. 11 PRESSURE TREATED- 8. DRY HELLS AS REQUIRED BY STATE AND LOCAL CODES. -------- - � - ______11__EQUIPMENT ) ---------------- _ -_-__ __ _--- -___ z 0) EQUIP. - - ---- - 11 REQ D- -- ---- �I OUI----- ----- APPLICABLE. 1.3. PREFHOODBJOISTSA SHALL MEETITHE:PROVISIONS OF ASTMRD5055 (GATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. I_ - - - I I REQUIRED I Z O Cfl q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 11. SUB FLOORING, GENERALLY, TO BE OF 5/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RE515TANT TIES - -- -- ____-_- - _ __ -- - --- - --- --- - __ ___jl -� NAILING A5 PER FASTENING SCHEDULE ON PAGE G-005 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THI5 (1) WALL TIE PER (5) 50. FT. EXIST.-----------------If -_ ([EXISTING--- - J[RI - _l�RISER -- - - � O 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS; APPROVALS, DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL - -- - --- --- - _______=_ -- CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND UL. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, EXT. - JI-EXTERIOR - ] RM. - j ROOM Q Z ,H - - - - f -- N APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. __ -- " - ---- -_ --_---_- - _--- __ II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER I LL 'J ' _ ___ _____ --_____ -,_ __ __ -_-_- -_-- _ - ------------------------�--------------------- ------- - --- -- - ---- W W AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. - ` - ` - --..I__. ___-_----- ----------- "-------- --"- -_______-__ PERMISSION FROM THE ARCHITECT. FAR - 1 FLOOR AREA RATIO JI STL. I STEEL UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATH!N.G. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2 ABOVE FINISH GRADE. __ __ _ _ ___ ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF - - - - --- --_ _-__- 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS F.A.V. - - FRESH AIR VENT S.V. - - SMART VENT O 14. PROVIDE X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN, THE Ib. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES _ _ _ < O RESPONSIBLE FOR DESIGN INTENT ONLY. „ GOVERNING BUILDING CODE AND ANY ADDITIONAL REQUIREMENTS AS ,--- -------_. -" ""--jr-- -_ __ __-' - -- EXCEED 8-O AND AT EVERY 8-O . OF 40 F AND FALLING, UNLE� APPROVED BY ARGHITEGT/ENGINEER. NO _ -_ -- -_.. --_.-.-_.._1-"----__.-__ - _ - L_- - _`__-___ - -- SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PAGED ON FROZEN SURFACES. _FF -_ - - _ __ _-_ - - - _ !TO BE DETERMINED 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE -- ___ -_ FINISHED FLOOR I TBD , G-005. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED 1-1. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY i FF ELEV. FIRST FLOOR ELEVATION - I,TEMP GL. _�'TEMPERED GLA55 II w 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL _ _ ____ m WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE ARCHITECT/ ENGINEER. `- --` - ---__ Ib. APPLY ALL CONDITIONS ADDRESSED IN FASTENING 50HEDULE A5 GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS F J. - - _ -"" - [--_ --"----- - ,--_T- _ _ ____ - Ill K THE CONTRACTOR SHALL REMOVE ALL i TIMES. AT THE COMPLETION OF WOR , T i- : FLOOR JOISTS - THK. THICK __ ___ I U I RUBBISH, WASTE MATERIALS, TOOLS, ETC.,, GLEAN GLA55 AND LEAVE WORK NECESSARY. SET FORTH IN ANSI/Tf'I I NATIONAL DESIGN STANDARD FOR METAL PLATE 18. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND - - _` _-- =-__- _ - - _ --- -]r= ---- - -- - _ _ _ -_ _ ___ __ ---_- BROOM GLEAN. CONNECTED WOOD TRUSS CONSTRUCTION, THE TRU55 DESIGN DRAWINGS, WHERE EVER APPLICABLE. FRGE FLOOD RE5ISTANT CONSTRUCTION ELEVATION i'I T.O.W. ��TOP OF WALL � Ii IT. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES G-003. OR THE MANUFACTURERS GORE EVALUATION REPORT. -_�,- _ -__ _ - _ --- ---_--- I -_ _ --- - :_--- -___-____-_____-_-_ ______; (� 15. THE CONTRACTOR SHALL CARRY WORKMAN 5 COMPENSATION AND GENERAL FR. �I FRAME _ _ - , - - - - _ - - -- SURANGE. ALL SHALL COMPLY WITH STATE AND LOCAL CODESIcT _ - Tr TREAD = -j LIABILITY IN L „ ,. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MI UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A -- _ _ __ i ---- -----_--- `- - - __ - - �I v J I8. AT WET WALL PARALLEL TO JOISTS FRAME DOUBLE JOIST A5 PER CODE. Lb. P MIN. 10 DEEP PROJECTING 6 ON EACH SIDE OF THE FOUNDATION WALL. -f- - -------"-------- " AND ORDINANCES. FRPR. FIREPROOF TYP. TYPICAL GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM C36 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK --- --- -, ____---.--__-------_-_-_ _-- - - - 1! -_--=-_"_"_'___---_______._-:__-- - �--------- --------- ---__ 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF G P. BD Q - _ - - _ --- -- - - - _ --- - - - ' R FLOOR SHALL NEVER EXCEED A Ib" SPAN. EG NALLP�GATION FOR GYPSUM SHEATH�G BOAGRDYPS TH, OR S G CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. Y J GYPSUM BOARD I U.O.N. i UNLE55 OTHERWISE NOTED � ` THE 5UB-CONTRACTORS FOR A PERIOD GF AT LEAST ONE YEAR AFTE - ______-__- __ _-_ - _____-__,_----- _--_ -__- --------__---___ - V.I.F. VERIFY IN FIELD {. MEET THE PROVISIONS OF ANSI/AHA AI35.4 BASIC HARDBOARD OFIF-----------1----- -__.-_ _--_ J _ - -- _ _ _ - - 1'1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, „ „ - -- --- _-_ �i'W/--_--- -jl -_- - __ -__- -- - - I _ , _ ARGHITECT/ENGINEER, AND THEIR AGENT., AND EMPLOYEES FROM AND _-- -__ ____-I 20. P.T. SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. HDR HEADER , WITH }s e.l D - G D . c ACCORDANCE w/ AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD - - _-:- __---- --- _ _ _ - - -- _ i- __ _-_- __ -___ -______ - _ =_J AGAINST ALL CLAIMS, DAMAGES, L055E_ AND EXPENSES, INCLUDING ATTORNEYS FEES ARISING OUT OF OR RE5ULTING FROM THE PERFORMANCE OF TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.8 STRUCTURAL PANELS: 51TE WORK - -_ HANGER 11 WD.-- WOOD 1 . METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD =_ - - __ ��- __ -. - -- --- _-- - _-_ ,II= _ __ ___ __ --_- -__-- -_----.II THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR INSUL. INSULATION ZR ZONING RESOLUTION .. 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO AB50R.BS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, I.S.I. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL OF U.S. DEPARTMENT F O ERCE _=_--___.:._ _- _=____-_----- -----____-----_ __ -- - _ --- �I----------------------I----------- - --------- - - --- - - - --- - ----- - -- 1 INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR IS TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS O G COMMERCE 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE I5 A DISCREPANCY, I OR USE RESU TING THEREFROM . B IS CAUSED IN MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (PS 1) CONSTRUCTION AND RECEIVE CLARIFICATION FROM ARCHITECVENGINEER PRIOR TO PROCEEDING. I INT. _ _ - INTERIOR -_- ITSELF INCLUDING THE L085 5 L ) O ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY -_ _-.__----_--__-_ --_-__- --- -___ __: WHOLE OR IN PART BY ANY NEGLIGENT ACT OR CM15SION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR _______ CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. BE LIABLE REGARDLESS OF WHETHER OIZ NOT IT 15 CAUSED IN PART BY A SITE. STOCKPILE ALL EXCAVATED MATERIALS. I NSULAT1 ON 4 FENE5TRATI ON REOU I R�MENTS EMPLOYED BY ANY OF THEM, OR ANYONE: FOR WHOSE ACTS ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE GORE STOCKPILE TOPSOIL OBTAIN"-) FROM STRIPPING DRIVEWAY AND BUILDING 11 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. - -- - - 1 . - A. TRUSS JOIST Mc.MIL.LIAN LSE MICROLAM , PARTY INDEMNIFIED HEREUNDER. - - - - _--- - - - _° _-----_----- - =------- _-- B. GEORGIA PACIFIC 2.OE G-P LAM 1.5.2. ORIENTED-STRAND BOARD (OSB), WAFERBOARD ORIENTED-STRAND 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE PROPOSED DESIGN GODS PRESCRIPTIVE VALUE A. TR.U55 JOIST McMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. COMPONENT COMPLIES j BUT NOT LIMITED TO FORM-WORK, BLOCK,WORK, FRAMING, NAILING, PLACING VALUE - GITATIC%N (PER"2020 NYSEGGG) OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEC.s PROSTTANDUCT STANDARD 2 I PERFORMANCE DARD FOR WOOD-BASED STRUCTURAL- USE LPANELS PRODUCT 5. PROTECT TREES WITHIN EIcSHT FEET OF THE BUILDING. -- __-___-_ __.__- __ ._____._ _ _-____ -.__ _ - _.____--__---- --_- _____ _-_ __-_______I A LI SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS,SPECIFICATIONS, FENESTRATION U-VALUE MAX R A I 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. � I _ APPLICABLE GORES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, U-VALUE - 0.25 MAX.U-VALUE - 0.32 AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTENAND ANY ADDITIONAL PARTICLE USED IN - PER RA402.4'dATPBLE R4o2Fi 4{5 CLIMATE ZONE 45 I GORE EVALUATION REPORT. APPLICATIONS SET FORTH IN THE MANUFACTURER'S (.8.3•APPLTGATIONSBOARD: HALL CONFORM TORSN51 A208.IAND ANY GLASS WINDOWS AND DOOR _ PI AIR LEAKAGE = oso cFM/5F - - - - -- - --- -- 11 __ I AUTHORIZATION OF THE ARCHITEGT/ENGINIEER. �, n la. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE I. ALL GLASS TO BE INSULATE"-) LOW-E, UNLE55 OTHERWISE SPECIFIED. i I I CEILING R-VALUE �IR-4c! GATT INSULATION _R TA-- Fa02_---_-- - ___- YE5 INEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF 5C'�.:;D SAWN RAFTERS SHALL EVALUATION REPORT. PER RTABLEU� J2�1.2 -CLIMATE ZONE 4 - - ! - PERTAINING ARE TO BE FIELD VERIFIED. NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RATTER SPAN. NOTCHES IN THE 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER I- _,__ -_.-- ---- _ ==-.-- -_ -:,_-- --_.:,,._- -._ ________"_ _ _-_ _-___.___-___-_---- _ ___ ---- _- ___ ____ ____ OUTER THIRDS OF THE SPAN SHALL NOT EXCEED CN._-SIXTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD UED IN STRUCTURAL APPLICATIONS CLEARANCES ARE PROVIDED. 1I l RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SL,IFORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AI414.1 CELLULOSIC I FRRAAMEIOWALL R-VALUE R-21 GATT INSULATION I',PER RTABLE UR402 1.2-CLIMATE ZONE 4 II YES 20. CONTRACTOR TO REMOVE 8 RELOCATE A5 REQUIRED ALL EXISTING WORK EXCEED ONE THE ACTUAL RAFTER DEPTH. !30R.ED HOLES ARE LIMITED FIBERBOARD OR ASTM G208 STANDARD SPEGIFIGATION FOR 3. ALL SLIDING GLASS DOOFS, SKYLIGHTS, AND ANY GLA55 UNIT INSTALLED --- �- _- WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. --- -- -I -- ----J - = - _ ___ - - --- IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE "F = � I HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. CELLULOSIC FIBER INSULATING BOARD. UNILE55 OTHERWISE NOTEDOO c SHALL BE OF INSULATED TEMPERED GLASS, FLOOR R-VALUE -- PERTABL. 12.1.2 -CLIMATE ZONE 4 YES R-30 GATT INSULATION 21. ALS TO BE NSTALLED SPEGLFIGATIONIS, UNLESS NOTEDIOTHERWISEAS PER MANUFACTURER'S 4 NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE 1.5.5. TRU07URA L PANEL APPLICATIONS NS STRUCTURAL THE REOUIDINO USED INREM NTS OF U.S. 4. ALL GLASS UNITS SHALL EF INSTALLED IN STRICT GOO II 2 5 L O SHALL MEET A RDANGE WITH COMPLIANCE STATEMENT j MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I MANUFACTURER'5 SPECIFICATIONS. TO THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGMENT,THESE PLANS AND SPECIFICATIONS ARE IN 22. PROVIDE FIREBLOGKING AS PER NEW YORK ACCESSIBILITY STANDARDS. THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION C.ODE'JSING CHAPTER 4[RE]. HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE 25. PLEASE NOTE THAT THESE PLANS ARi= PROTECTED AGAINST ANY OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS. ENERGY CONSERVATION CONSTRUCTION CODE. UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARGHITEGTLRAL WORKS NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. I i COPYRIGHT PROTECTION ACT OF 19et0 (AWGPA), WHICH HAS SEVERE PENALTIES. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR . 25. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.21. ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. I ( I CODES AND REFERENCE STANDARD: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, I NOTES, AND TABLES ON PAGES 5-003 4 G-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B I8.2.1 SQUARE AND '1. ALL EXTERIOR DOORS AR!E TO BE WEATHERED STRIPPED AND PROVIDE ALL I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK SPECIFIES THE REQ'-) NAILING FOR THE SHEATHING (ANY NAILING I I STATE BUILDING CODE, 2020 NEW PORK STATE RESIDENTIAL CODE, 2020 HEX BOLTS AND SGREW5 (INCH SERIES). SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. I I NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK SPECIFICATION5 ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING 1 SCHEDULE). HOEDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 8. ALL CLASS IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS STATE ENERGY CONSERVATION CONSTRUCTION CODE. 2.2.2. LAG SCREWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ . SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEG.'s). ASME B18.2.1 5QUAR.E AND HEX BOLTS AND SCREWS (INCH SERIES). SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. 2. REFERENCE STANDARD USED FOR ALL. WOOD FRAMING, CONNECTIONS OF HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. I WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME 2.2.5. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES q• ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH � I CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER ASSOCIATION 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE w I (AF4PA) AMERIGAN WOOD COUNCIL (ANC). WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH 2 I TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE 2 I 3. ALL PLUMBING WORK SHALL CONFORM' TO THE 2020 NEW YORK STATE WALL w/STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. CHARACTERISTICS U ARE AS FO_LOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, v PLUMBING CODE. SECURE w/ (2) 1/2" 4) ANCHOR BOLTS I LONG EXPAN51ON BOLTS ® ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND REQUIREMENTS. - - -I---"- -- - - P N OR REQUIRED REINFORCING ® MIN. Ib" GAGE ARE SPECIFIED MINIMUM ASTM A653 STRUCTURAL QUALITY - - - - --__ ---- =_____ ___- 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE P05TINO ® C.M.U. WALL SEE LA F ( I - I -t - -- --- - -- ---- ---- - - w MECHANICAL CODE AND 2020 NEW YORE: STATE FUEL GAS CODE. WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE TBL R3O I . I I Q HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GORE AND ANY TEMPERED GLASS. CLIMATIC $ GEOGRAPHIC DESIGN GRIITERIA p 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS I ------------- -- GODE, NFPA TO AND 2020 NEW PORK STATE ENERGY CONSERVATION STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) d ANCHOR BOLTS, GORE EVALUATION REPORTS. PLUMBING ( - --"--- "-- - -! --- -- - - - 1--- -- --- CONSTRUCTION GORE. U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN./4" BENT PLATE 8" LONG I. CONTRACTOR SHALL INSTAL-L WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) _ - _-_-- -__----__ _ - --_____-- _ _._--_____"_-_ - _.- - - ------__________.I_ ____ _ 25 LEI �I >- - GROUND SNOW LOAD i I 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F Ill STANDARD w/b" RISE k w/(2) s/4"O BOLTS THROUGH CENTER LINE OF VERTICAL LEGS SYSTEMS TO NYS PLUMEs,NG GODS AND NYS DEC, REGULATIONS. 1 ALLOWABLE W SET b" DIST.,U.O.N. - ADDITIONAL INFO. I5 FOUND ON PAGE G-003. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. 1 57RUGTURAL MEMBER I 2. PROVIDE HOT AND GOLD SFUT OFF VALVES AT ALL FIXTURES. - - it DEFLECTION BASIC WIND SPEED 130 MPH GENERAL WIND PROTECTION CONNECTION NOTES: 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES _ - --- -- -- --- -� - -_-- -- 1-- - - - -- ____-__ ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL I AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE RAFTERS HAVING SLOPES GREATER THEN 3/12 L/180 EXPOSURE CATEGORY - B II _ - _« , CONSTRUCTION;557D 10-c1a AND 2018 SBC HIGH WIND EDITION WOOD FRAME AND AT BASE OF VERTICAL WASTE PIPES. yl +�- -ii "' ,�1"V%e,r;,�N,. SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION CONSTRUCTION W/ NO FINISHED CEILING ATTACHED TO RAFTERS I'i I . "r-;r "" MANUFACTUR.ER'S CODE EVALUATION REPORTS. u.: '" ". I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, _ !I _ _ _ SEISMIC DESIGN CATEGORY I, B I ",c,q,�' .._ � , FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. I �• ° ` " /" •I � ,_N ASPHALT ROOFING SHINGLES - 2.2.7. SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME B I8.6.1 FOOT 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8 PER INTERIOR WALLS 6 PARTITIONS -- { r �(-^ ' t ----- -- ------ - -- -- - - H/I80 I -- 'rl,f s,..;, ,. � ` D ', 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT ____ __ _ ___ _ WEATHERING SEVER7✓ y"- 'WOODSGREWS (INCH SERIES). 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS UNLESS OTHERWISE NOTED: , INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC, SHALL SHINGLES OR APPROVED EQUAL. I,FLOORS $ PLASTERED CEILINGS I L/360 t, F`"1 ! ''�i�,� I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF GLASS- ASPHALT ROO G -- -- - --- -"-------11 m I. BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2, SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLE55 OTHERWISE - ISH ______-__-."__ - ____.__________. -- FROST LINE DEPTH 3'-p" - NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE - KITCHEN SINK......... ............................2" j -- - -- - --- ------ ---� ------ - -----1l It �I ! ,( `J .. 3. METAL PLATES, CONNECTORS, 5011i BOLTS AND NAILS EXI-05ED AND WATER BARRIER FROM EDGE OF EAVE TO 24" IN51DE EXTERIOR WALL MECHANICAL CONNECTIONS: - LAVATORY...............................................2" ALL OTHER STRUCTURAL MEMBERS I L/240 I ,I to�,, -" , ,� I " l TERMITE MODERATE TO HEAVY DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL - ---- - I I >1 "., . '° LINE. 8 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. �---_. AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. - TOILET........................................................3" 1 - -------_ --_ -----.--- - - -- --__ I �� 'j 1 a I. ALL MECHANICAL CONNECTIONS SPECIFIED AS SIMPSON' MAY BE _ 2„ EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH I H/360 - ;' '�, J ., s �-` �-, ,, 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF LAUNDRY .............. I it ICE BARRIER REQUIRED YES °�. N r= 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL CONSTRUCTION. SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. FLOOR DRAIN. 3 1 1' 1 ' / I e: .' -- --- EXTERIOR WALLS - WIND LOADS N/ BRITTLE FINISHES ' L/240 - "'° SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED 1___­___________________ _ _ _ _ ! __ _ SPECIFICATIONS. BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURERS BY SIMPSON MANUFACTURER. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 I PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4 AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. THROUGH ROOF. -- -� -- -- 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES - _ - __- ___L PROJECT: 5. RIDGE 57RAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING 5. NAILING OF ROOFING SHALL BE TO GORE. INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL 7. PROVIDE FR05T-PROOF HO5E 5135 WITH EA51LY ACCE551BLE DRAIN B RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb" OR 2"x4" LUMBER 15 LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY DRAIN COCK5 AS REQ'-). HOSE BIBS SHALL BE PROVIDED WITH BAGKFLOW _ _ LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF LOADING VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY SIMPSON b. CORROSION RESISTANT II GAGE ROOFING NAILS AND I6 GAGE STAPLES ARE ,� �, PROTECTION. � HAASE RAFTERS. PERMITTED NIZED 5. WASTE FROM CLOTHES WA54ER5 AND LAUNDRY TUBS ARE TO BE PROVIDED 5TRUGTURAL DE51 CAN LOADS b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. -1, PROVIDE I LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR WITH BACK FLOW PROTECTION - - -- -I RENOVATION 2:12 PITCHES TO 4:12 PITCHES 5. INSTALLATI4. ALL AON PROCENICAL DURES SHALL ALWAYS BE NNECTION5 SHALL BE HOT PIPPED D OUT AAS PER ;' __ -- - ---- - -------_--- -- --_-_._ -.---__�i__-_--__-._ -I. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48 AND EVERY 9. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL - - J� - - I6" WITHIN 4' OF EXTERIOR CORNERS. MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. I'I _ USE J LIVE LOAD DEAD LOAD, 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF _ _ __ ____ __ _ ___ __ ----- --------- SPECIFICATIONS OF THE PRODUCT BEING INSTALLED _ - ----------------- THE SEALANT SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED 10. APPROVAL AND IN5PEGTIO'y 15 REQUIRED BY LOCAL JURISDICTION PRIOR EXTERIOR BALCONIES 40 psf 'I I5 psf- 11 400 WATERVIEW DRIVE THE SEALANT TO UPLIFT FORGES USING ASTM D 65N. TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER TO CONGEALMENT OF PLUME) I, _. - . _ __ (b. ALL FASTENINO CRITERIA SHALL BE CARRIED OT S PER MANUFACTURER OF J" AND 3"x3"xA" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE -1. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY I DECKS 40 sf IS sf PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR ARCHITECT il. NOTCHING AND BORINo OF STUDS, JOISTS, RAFTERS AS PER BUILDING GORE. p p SOUTHOLD� N.Y. 11971 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF "i" IN GONGRETE/MASONRY NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED --------- - FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS 8. ALL CONNECTORS SPECIFIED AS A 'SIMPSON TOP MOUNTED BEAM PASSANGER VEHICLE GARAGES 50 psf AS PER PLAN AND AT SPACING NOT EXCEEDING 4' ON CENTER. I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT __ _ __ _ _____________-__________-_-___-___-�_ __.____._______ _ _______________ _ GYPSUM WALL BOARD NOR ANY POTENTIAL DAMAGE THEREOF. 11 COMPOUND METHOD. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. ___ --- -- - - ---- - -I-- --p---- �-----p_ ____ DRAWING TITLE: _ HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42) 10 5f IS sf 2. ALL GYPSUM BOARD SHALL BE 1/2 ON WALLS AND CEILING, UNLESS ELECTRICAL: l GENERAL NOTES OTHERWISE NOTED. WATER RESISTANT (W.R.) AT BATHROOMS AND WHERE I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM I ATTICS WITH STORAGE MAX CLEAR HOT > 42 20 psf 15 psf I ENERGY CONSERVATION GO R I- - _---- -. ---- -------------)- - _.---- ---- _ -._---- ._-_----- ENERGY TABLE MEGHANIGAL. FUEL GAS: DEEMED APPLICABLE. TO 2017 NATIONAL ELECTRIC ;,ODE, NFPA -10 AND 2020 NEW YORK STATE it CONSTRUCTION GORE. I. MECHANICAL AND FUEL GAS SYSTEMS SHALL COMPLY w/THE 3. 5/5", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS INSULATION I ROOMS OTHER THAN SLEEPING ROOMS I 40 psf 15 psf STRUCTURAL DESIGN CHARTS NY-5 MECHANICAL CODE AND FUEL GAS CODE (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED 2. CONTRACTOR WILL FURNIS!- A FIRE UNDERWRITERS CERTIFICATE UPON - IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. COMPLETION OF WORK. SLEEPING ROOMS - - 30 psf IS psf 11 EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL FOIL TO BE PLACED TOWARD WARM SIDE. [._----_-p ^ _.__"_ ___ __ 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA-12: l CONCRETE PANELS OF 5/5" THICKNESS MINIMUM. 4 STAIRS - 40 psf -�I 15 psf 11 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION - GENERALLY,VERIFY OR PROVIDE HARD WIRED ___ p � II 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE �------------ ' PAGE: WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY SMOKE DETECTORS wi BATTERY BACK-UP IN: ;I l CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE I' GUAR.DRAIL5 AND HANDRAILS I 200 sf ' I5 psf To DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. FOUNDATION WATERPROOFING. A. EACH SLEEPING ROOM - - - - - - II p TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS - i 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: B. OUTSIDE OF EACH SEPARATE SLEEPING II I� 12 sP FOR ATTIC i I I U-002m00 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ROOF LOADING = GR 25 5f p ALL OPENINGS. - 9 R-50 FOR FLAT CEILINGS AREA IN THE IMMEDIAT° VICINITY OF (LIVE OUND SNOW LOAD) I, p i I5 psf FOR LATH. -500 b. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE G-003. - 3.55R--113 OR 2'R4A ALL ONSSTRUCAND HEODP.AL CEILINGS THE BEDROOMS (GENERALLY THE HALLWAY) [ __-- ___ -----_ _ =_ -_ _ __ J _ _ -_ ii :J - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION C. EVERY LEVEL OF DWELLING *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH - 5.25" R-21 FOR FLOORS (BA5MENT, FIRST FLOOR, 4 SECOND FLOOR, ETC.) A5GE 'i-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER 571;11UCTURES) DATE: 03/25/21 2 OF 11 # 01��OW1Nl DETAILS - - -- - -- -- FASTENING SCHEDULE __-___ --------__-_-_----=-i, Q o TYIi�I GAL< 1�A L= I �� �TRA �INC� I,RI ���U R�1�1'��1�� FOR �; -- I ,ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER U F F T/ SHEAR $ LATERAL Y�4 �D RE S TA N�i E NOTE: TH I5 SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS p N SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 5-005 FOR STRAPPING AND NAILING REQUIREMENTS, W W ALL STRAPPING TO BE ly4 x 20 CAUCE SIMPSON EQUIVALENT - C520 (COILED STRAP) AND ROUGH OPENING FRAMING REQUIREMENTS) W ~ ' ;� J = N„ ** -- " ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE Q N *USE IOd NAIL5 IF STRAPPING 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) JI F-- r-I -- - -- ---_---_-_ -_-_-_-._-- -- FASTENER SPEC. FASTENER w HOEDOV�JN HOEDOWN I3 CONNECTION A DESCRIPTION I O AND QUANTITY J I SPAG I NG � ti O O R - ------ — ----- ------ - Z FOFOUNDATIONST ROOF GE I L I NO FRAMING � � 3: Z N ry I.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A Ibd __ _- - ---_ - - _ __ _____ _ __-__- - -- - ---- --- ~ O L0 � „.""-^""""""•• COMMON NAIL w/o PREBORED HOLES. - -- I.. ---------------� I LO ENDWALL ENDWPJ-L - • V. RAFTER TO TOP PLATE (TOE-NAIL) I SEE PAGE 0-005 PER RAFTER 0- N O (5) 2x FULL (3) 2x FULL CORNER STUD -"' 2. WOOD IS ASSUMED TO BE D,F,#2 d BTR. IN DRY USE CONNECT ONTO RIDGE = SERVICE ------ - ---------------- - - --- - - -----I------ ---- --- }' � 0 HEIGHT STUD HEIGHT STUD CONNECTED TO " -- -- ------ --- - Z CONNECTED TO 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE G-003 PER JOIST CORNER STUD s \ - - -- ---- - ----- - ---- ------ --- O CN m O TRANSFER SHEAR TRANSFER SHEAR „ CIE \�Y • - - • (EVIDENT DURING INITIAL INSTALLATION) PREBORE THE NAIL CEILING JOIST TO PARALLEL RAFTER FACE-NA - _ -- HOLDOWN ANCHOR ® I; = FOR STRAP - d COMMON . . .. HOLES,SET NEW MEMBER. -- - -------- - - - --- ------� -- ------- -- -- --- --- -- - --- ( "SIMPSON" HDQB _.,r �' , 8 ( IU SEE PAGE G 003 EACH LAP � l 2-Ibd COMMON NAILS @ EA. END OF STRAP. I -- Z 2-Ibd COMMON LOCATIONS NOTED NAILS ® b' O.G. d • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED o { NAILS ® b" O.G. 6 ON PLANS 10" Oi�� .G. IF BLOCKED �,,� ,� / • • • CEILING JOIST LAPS OVER PARTITIONS (FACE-NAIL) 9=I6d COMMON- EACH LAP Q O' O.G. IF BLOCKED CORNER POST `- FOR ROOF SLOPES UNDER 5:12 WITH ���"`? 5.SEE SECTION b FOR ANY REOT To CLINCH THE NAILS(TO — -- — -- CORNER P05T "-.� y� ROOF SPANS 80 F2GOMMONRNAILS ® G.J G.TIES • TIGHTLY BOND THE END OF THE NAIL TO A aO° ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) - 11 SEE PAGE 6-003 i PER TIE — W . 41 i I GRAPHIC BELOW) I J "SIMPSON" HDQB OO i it - EA. END OF STRAP FOR ROOF 6.DIMENSIONS ARE DERIVED FROM THE NOS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 1 2-Sd COMMON EACH END 1 ----- -- ------ - —— - ---- > O LOCATIONS NOTED SLOPES OF 5:I2 AND GREATER. SECTION 12.4-PLACEMENT OF NAILS 6 SPIKES E TABLE - - - --- ------_--- ---` _ I Z HOEDOWN ANCHOR ® � '. I GR 4-I. � ---- ! -I l RIM BOARD TO RAFTER (END-NAIL) 2-Ibd COMMON EACH END 11 + J ON PLANS ( - I -- - -- -- - C) 1 jl [CONNECTION BI 32 AT RAFTER TO TOP PLATE TO STUD WALL FRAMING Q >' 4 - -i' CONNECTION: z I HOEDOWN INSTALLATION OPTIONS: FOR NEW P. GONG. FOUND.'s FOR STRAP - 8 d COMMON NAILS ® - - - -- -- --- -- - - - -- - FOOT ' --. _- -- N 52 -'"""- TOP PLATE TO TOP PLATE (FACE NAIL) 2-Ibd COMMON PER �"- 1 HOLDOWN CAST IN PLACE w/'7/5"O THREADED ROD - -- -- -- - I ------ - ------ - --- --- ----- --- u) .•"'"'f EA. END OF STRAP: 1 - - - f` L� FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s • • sEE WHEN IN TOWN OF ISLIP OR NAILING I IIII-TOP PLATES AT INTERSECTIONS (PAGE-NAIL) - 4-Ibd COMMON j JOISTS - EA. SIDE O Q "!/8"Q THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO NOS"5 r I J O CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY - �I • • MAX. NG GRID ABOVE UTILIZE PERMITTED IN • !I STUD TO STUD (FACE-NAIL) 2-16d COMMON- - ' 24" O.G. W f ADHESIVE), d FOR TEMP.'S O°F-40°F USE "SIMPSON" AT SIMPSON # H2A (OR EQUAL) RAFTER TIE -.. II — -- --- FOR TOENAILING - 3 8 d COMMON "., .� �� I- - - - -- ----- - - - - - -- ------ ---I --Ibd COMMON - -- - - -- -- ----- { (HIGH STRENGTH ACRYLIC ADHESIVE) HEADER TO HEADER (PAGE-NAIL) Ib O.G. ALONG EDGES, I NAILS -... I -I I-- 7 FOR EXIST. /NEW G.M.U. (GONG. BLOCK) -- BOTTOM - - -LA ------- - N-NAI 1 USE SAME --.. .. .._. • - - ------- 12 --, W TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-Ibd COMMON PER STUD FILL TOP 2 COURSES 50LIM d CAST IN PLACE HOLDOWN _ THREADED ROD CONNECTION FOR G.J. TO R.R. - q I6 d COMMON NAILS BOTTOM PLATE To FLOOR JOIST BAND J015T, -- 2-I6d COMMON --PER FOOT- ~ F - - REWREMENTS FOR RAISED G.J.'s (WHEN ENDJOI5T, or BLOCKING (FACE-NAIL)FOR EA. PLATE APPLICABLE) --- T C. . TO G.J. CONNECTION: - - - - ---- ------- --- --- - I, FOR G.J. TO G.J. - 16 d COMMON NAILS 1 TO D BO 8 OR B O II HOEDOWN 'G' HOEDOWN 'D' -2 16-d COMMON NAILS — !I FLOOR FRAMING Q J FOf? NEW d EXIST. FOUNDATIONS � FOR NEWLY POURED CONNECTION GI � C2 JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL)I! lr �� i, � 4-Sd COMMON I PER JOIST FOUNDATION ® ONE STORY ONLY • "" (5) 2x FULL ENDWALL BRIDLING TO J015T (TOE-NAIL) !'j j 2-Sd COMMON � EACH END HEIGHT STUD CORNER STUD --- --- - - -- ------- -- ---- ' BLOCKING TO JOIST (TOE-NAIL) TTRANSFERDSH AR ". • � � AT STUD TO FLOOR ASSEMBLY EACH END :'SIMPSON" HDQB i • _. _. '� ° ------------- -- 2-Sd COMMON !.�-- (3) 2x FULL "--'"� � ---------- ---- HOLDOWN ANCHOR ® 2-I6d COMMON " " • _ 3-Ibd COMMON EACH BLOCK 1 HElof T STUD - - '" �� G2 --- I ° TO STUD CONNECTION: BOP PLATE ITOELOCKINO TO LNAIL) LOCATIONS NOTED NAILS ® 6' O.G. d -- --P ----- - O --- ----------------- - -- -- - L or ON PLANS 00 " O.C. IPOSOCKED G I NAILS RAP END OF STRAP --- -- - - - --------- FOR STRAP - d COMMON LEDGER STRIP TO BEAM (PAGE-NAIL) 3-Ibd COMMON EACH JOIST III I I ! JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-5d COMMON II PER JOI5T ` - II - FOR EA. PLATE To STUD ABOVE 4 OR - _. 2-I6d c MON I i � � , BELOW - 2 16 d COMMON NAILS II ----I--------- -------- - {I---------------- - -III �`, BAND J015T TO JOIST (END NAIL) 3-I6d COMMON ij PER JOIST 4 I NAILS ® b' O.G. _ 11 �' " 1 BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) - I 1 1 ? i I L i I j I ; -- � I ''.• � •``•., I _- - l L) 2 Ibd COMMON ' 1 PER FOOT ROOF SHEATH I NO 1 I 'I STRUCTURAL PANELS: INTERIOR ZONE !'' 8d COMMON I'I 6" EDGE /, 12" FIELD "SIMP50N" 5THD14RJ CONNECTION DI D2 BLOCSOLID PERIMETER EDGE BONE t ! " ° BLOCKING 8d COMMON 6 EDGE /6 FIELD I I HOEDOWN INSTALLATION OPTIONS: i a EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ 8d COMMON III 4" O.G. UP TO 9"-RAKE OVERHANG FOR LDOW1°GAS IN PLACE w/7/8'iP THREADED ROD - -- - ! GE I L I NO SHEATH I NO FOR EXIST. P. GONG. OR NEWLY CURRIED FOUND.s 7/8"� THREADED ROD (PRE-DRILLED) EMBEDDED 12' INTOI d. • • PLATC D GONNOOR N55EMBLY TO SILL D2 -�- --- R MIN J ! GYPSUM WALLBOARD I! 5d COOLERS 7" EDGE / 10" FIELD j (HIGH STRENGTH R TEM .' 5TRENOTH"51M EPDXY ONE #4 - CORNER / f ADHESIVE), b FOR TEMP.'S O°F-40°F USE "51MP50N" AT J L_ ° FOR STRAP • d COMMON NAILS ® EA. i I ' SPEGIFI�ED ON ° ' END OF 57R,�P (WRAP STRAP UNDER SILL PL.) --- --- - WALL SHEATHING FOR EXIST. /NEW G.M.U. (GONG. B OGK TYP. FOUND. NOTE - FILL TOP 2 COURSES SOLID b CAST IN PLACE HOLDOWN __ -_- ------. w/ 7/8"� THREADED ROD -- ---- - --- - ° ° O PLATE TO STUD ABOVE � OR BELOW -- l 2 I6 d COMMON NAILS STRUCTURAL PANELS -ad COMMON 6" EDGE / 12" FIELD III ., � ", III -- ----- -- --- --- - -- ( I ALTERNATE AE3 FLOOR CONNECTIONFUw/A#1OLPT4°SIMPSON (OR ; STRAP w/(3) - -- --_--- 5d COOLERS ---- -T" EDGE / 10" FIELD •• `. I GYPSUM WALLBOARD ------_.--- --- -- ` 8d NAILS m EA.END -- ------ --- ----------- N L_ 1 N0�'DTRAFF 1 INI� W I �® ��OOR HEADER STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES OF FA.STRAP TO EA.JOIST-(FOR FLOOR SHEATHINO (SUBFLOOR/ ALTERNATE USE NOTATION: 5IMP50N H2.5A) ------------ ---- --------------- ,I 1 A - NUMBER OF 8d NAILS ® EA. END OF STRAPPING (2018 WFGM,TABLE 3.-I,P. 18q) CONNECTION E STRUI"o L SANELS: " FIELD Z ----- ---------- ------- _ 1 I Ir ! B - NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) (2018 WFGM, TABLE 3.238, P. 2ql) """"'"� 8d COMMON 6 EDGE / 12 w „ G - NUMBER OF FULL HEIGHT KING 5TUID5 ® EA. SIDE OF HEADER(2015 WFGM,TABLE 3.23C,P. 2q2; "✓' • IOd COMMON b" EDGE / 12" IFIELD L " ! GREATER THAN I I { �lT-"L-}, I' �r""ll_ �_- ALTERNATE AS PER TABLE 3.23D,P. 2q3) ..... • ---- - --- ---------- --- ------------ ------- ---- - ------ �---------------------- _� V I , - - - - - --- - - ------ - - -- - --- -- -- -- -- I - - ---- --- - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 O.G. AT THE PANEL EDGE. F- lllli D - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER ® EA. SIDE •-•:•" • I _ :: D (201& WFGM, TABLE 5.-f,P. ISq) / AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING 50HEDULE5 SHALL BE USED WHERE WALL 5HEATHINL NAILING IS REDIUGED. A E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2015 WFGM, TABLE 3.22F, P. 288) FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER w IIII F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF 51LL(5) ® EA. 51DE PLATES) GONNEGTION H- SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR Q C' (DOES NOT APPLY TO DOORS) (20I8 WFGM,TABLE 3.5, P. IqU / SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. / 2 - WHEN WALL 5HEATHINL IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF TO BE REDUCED TO 116D NAIL PER FOOT FOR STRAP - 3 8 d COMMON NAILS ® HINSWITHIN 4' OF THE PERIMETER EDGEIOF THE ROOF INCLUDING 4' ON EACH SIDE w B E- III EA NAILS SHALL BE PERMITTED END OF STRAP (WRAP 5TRAP UNDER SILL PL.) 3 FOR ROOF SHEAT FASTEN I NC SCHEDULE B " OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. ir ROUGH OPENING FRAMING REQUIREMENTS FOR WINOOW/DOOR OPENINGS IIi "``- FOR EA.. PLATE TO STUD ABOVE i$ OR BELOW - _ (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION) - . ___ ____ d COMMON NAILS NOTATION '��°b � P A B G D E F l G , a ROUGH 2'_0: 2 I I 4'-0° 4 1 1 2 1 2 2 2 GABLE ENDWALL S I G NO OF TOF AT'E - PROVIDE (2) 2"xl0" HDR (MIN.) L.O.N. BRAC I NO/STRAFF I NO ��< TM „; (5) - REQUIRES SILL PLATES OF 2 xb (MIN.) FOR RAKES O OR "I " ---- -- - ---- TOP PLATE I - BLOCKING 2 8-O 'i 2 3 4 4 4 - - LE55 PROVIDE - FOR WIND - EXPOSURES BAG - I TOP PLATE SPLICE REQUIREMENTS BAYS BACK m <TO LOCKING o K O.G. F-- - --- -- - -- - - -- SPLICE 4'-0' O.G. AGHEIVE RAKE O.H. TOP PLATE SPLICE REQUIREMENTS II I LENGTH I ! FOR WIND - EXPOSURES BAG - I� ONE STORY SLAB ON GRADE ROOF PROJECT: II I I I �I ----- I-- --- ALL OTHER GASES Ill, BUILDING MINIMUM 5PLIGE`",4 BUILDING MINIMUM SPLIGE'�'` - - - DIMENSION (FT.) LENGTH (FT.) - DIMENSION (FT.) LENGTH (FT.) HAASE TYP.STRAP w/(5) 12'-O° 3-° - ad NAILS EA. END RENOVATION I OF EA. STRAP I6'-O" 3'-O"/3'-4" I6'-O" 4'-0" ATTIC ANC.,HOR E3OL_T SF'E� I F I SAT 1 ONS -- 20'-O" 4'-O"/5'-O" 20'-0" 5'-O" I - - - BLOCKING 2 BAYS 400 WATERVIEW DRIVE 6'-12" 24'-0" 4'-O"/5'-O" 24'-°" 6'-O" SPECIFICATION (2018 WFGM TABLES 3.2A � 3.23, P. 15-f-I60) - II BACK ® 4'-0" o.G. SOUTHOLD, N.Y. 11971 CORNER sa' I I CONDITION FOR ALL STRUCTURES: 5 I _ -'� °u • /e ANCHOR BOLTS ® 39 O.G. "_ I 32 0 6 0 6 DRAWING TITLE: _ 28 O 5 O'/6-3 I I '28'-O 1 SECOND FLOOR _ :_ �� � �� �_ :� I 32 O --- /`i _" 1 HOLDOWN, ANCHOR BOLT, - STRAPPING, & NAILING DETAILS CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE NOTES: 1.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE !' ,i _ I 40'-0" n'-o° FASTENING SCHEDULE PROVIDE BLOCKING 2 BAYS I. w/ 3"�SQU ARE WASHER�AND NEND NUT SETUP; 2. AN TABULATED SPIILIGE LEN6N SUM L 5PACIN5 SHALL BE RA BULDIN6DUCED IN 0LOGATI D 50'-O" BACK® 4'-0" O.G. • END " CONDITION 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 8 FILL IN EXF05URE B 50'-0" TYP. STRAP w/(3) iv TOP TWO COURSES SOLID I 60'-O" " " - - - --- ---- 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 8d NAILS EA. END HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATEDUN T 12-O /15-O 60'-O" ib'-O" OF EA. STRAP 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR _ ! PAGE: LATERAL LOADS SHALL BE MULTIPLIED BY H/8, li FIRST FLOOR 70-O" i0'-O" 3. ANCHOR BOLTS ARE TO BE BETWEEN 6 d 12 NOTED MIN.SPLICE LENGTH BY THE FOLLOWIN5 FACTOR "- OR REPLACED BY HOLD DOWNS OR 5 R FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE II 14-O" �'II II PLAN DIAGRAM OF ZONES I I I u " (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): 16-oil80'-O" 22'-O" s FROM ENDS AND CORNERS (TWO ® CORNERS) a'WALL - 1.125 I I - !' I 1] 0 0 (SEE DIAGRAM TO LEFT) IO'WALL- 1.25 BLOCKING 2 BAYS II'WALL - 1.5'15 TH15 COLUMN w/MULTIPLIER 4. COORDINATE w/ HOLDOWN LOCATIONS 12'WALL- IS BACK ® 4'-O" O.G. FOR 10'-O"WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL DATE: 03/25/21 3 OF 11 M15CELLANEDU5 FRAMING ORAFH105 I ,-_- - -_ _-_ _ -_ , CONTINUOUS BUILT-UP GIRDERS/ B OR MORE SUFFORTS ��OG ) �� o � `� =� OO� M �� (THAT EXCEED FRAMING STANDARDS, T IS REQ D FOR FRAMER TO HAVE A WORKING KNOVdLEDGE OF THE AMERIOAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE :I, Q N _ _ ____ __ II ASSEMBLY REauIREMENTs: (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEC.'5 FOR ADDITIONAL INFO.) W w AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/b t I/4 OF A WHEN GIRDERS MATE UP OF JOISTS NAILED TOGETHER J ~ N CONNECTION LLJ DESCRIPTION SIDE BY SIDE ARE CONTINUOUS OVER THREE OR MORE ---- BLOCKING UNDER LOAD BEARING WALL - SUPPORTS, JOINTS ARE TO BE LOCATED BETWEEN ONE - I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES . --- - ---- MAX.52" SIXTH AND ONE QUARTER THE SPAN LENGTH FROM AN 1 AS FIRE-STOPPING. N PATTERN NON-LOAD BEARING WALL OFFSET FROM SUPPORT [A - (2)ROW5 10d NAILS a 12'o.C. INTERMEDIATE SUPPORT. NO TWO ADJOINING JOISTS, __- a _ - NOR MORE THAN OqE THIRD THE TOTAL NUMBER ARE I' 2. FOR PLATFORM FRAME GONSTRUGTION: THE DOUBLE JOIST W r i STUD SERVES AS FIRESLOPPING. w SUBFLOOR - .I p, TO BE JOINTED ON THE SAME SIDE OF THE SUPPORT. (2)ROWS I/2" m BOLTS 0 I2"O.G.STAGGERED; I 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE 0 STUDS B ROWS IOd NAILS 0 12' O.G. I'�, ii �5UBFLOOR f G "DEL.o ENDS - TWo-PIECE NAILING: 7 PLATE SERVE AS FIRESTOPPING. -J O z - -_ SOLE PLATE BUILT UP GIRDER p MAX. 52" - -- II P: = ZN - - S D� W TH 10cl NNAILS, TWO EAR EACH END OF EACH I 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE (2)ROWS I/2" m BOLTS 0 Ib""O.G. E _- _-' -SOLE PLATE ---- l I ! JOIST SERVES AS FIRE5TOPPING. O -J Ln I; PIECE, OTHERS STAGGERED WITH A DISTANCE OF I6 ! _- J (2)Rows V2° m BOLTS 0 24 O.C. INCHES BETWEEN NAILS IN A HORIZONTAL LINE; OR III I., J - �' I d Ln � (b - BETWEEN 1/6 5. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING N f - NAILS TWO NEAR EACH END ! III { I [� I OR OF NONCOM-BU5TIBLE FILL. O (� --=-- OF EACH JOIST OTHERS J II i :, t v4 of A GIRDERS ARE TO BE NAILED FROM EACH SIDE w/ IOd - f I 1 ;! Z 11 (2)ROWS 3-3/8 TRU55LOGK SCREWS 0 12"O.G. F SCREWED ON(I)SIDE OF MEMBER it I i (2)ROWS 3-3/8"TRUSSLOGK SCREWS 0 Ib"O.C. P STAGGERED w/ A DISTANCE OF 52" BETWEEN NAILS IN '' I! 111 _ I 1 I' b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE O IG SCREWED ON(U SIDE of MEMBER - -- A HORIZONTAL LINE. "II l - - AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN = N m O I � 8 III- ,. i I iII I (2)ROWS 5-5/8 TRUSSLOGK SCREw5 0 24 O.G. I JOISTS SERVE AS FIRE5TOPPING. - - - -- H - SCREWED ON(I)SIDE OF MEMBER P II ( I I _ - - _ 1 J Z MAXIMUM OFFSET JOIST IIr J (2)ROWS 5"TRU55LOGK 5GREw5 0 12"O.G. THII�EUPIGIRDER MAX.52" NAILS ON EA. 5IIDEEW TWO NEAR EA E NAILED ND OF EA d 11//J.- -__i �f l- �. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND Q Q I 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS -- - I �11 I JOIST DEPTH, d SCREWED ON BOTH SIDE OF MEMBER i - - = _ PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE I! I ''� II-__r II , _' , � -�. SERVE AS FIRESTOPPING. FIRE5TOPPING AND (2)ROWS 5"TRUSSLOCK 5GREw5 0 Ib' O.G. I 1 I-! j f. I w, MATCHED NON-LOAD BEARING K OTHERS STAGGERED w/ A DISTANCE OF NOT MORE r I' - `--- - I 4 � � r I PARTITIONS ® 52" O.G. BLOGKIN STUD (2)Rows 5"TRU55LOGK SCREWS 0 24"O.G. BETWEEN I/6 H 51DE OF MEMBER THAN 32" BETWEEN NAILS IN A HORIZONTAL LINE. °I I l i ' f.. f I,I li =1 I .: 3 8. THE HEADER SERVES A5 FIRE-STOPPING. J L - k _ 00 DOUBLE PLATE SCREWED ON BOTH SIDE OF MEMBER t 1/4 OF A FOUR-PIECE CIDERS ARE TO BE ASSEMLED AS SHOWN, ! 0I61 .. `II III ! I' a I �I 5. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL > O p AND NAILED w/ 20d NAILS AS SPECIFIED FOR THE li I If `-= 1 i 1- BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO Z (� GE I L I NG BRAG I NO I _ 6 STRINGER TO SERVE AS FIRE5TOPPING. CANTI LEVERED FLOOR GABLE ENDWALL I.BEAMS t HEADERS NOT NOTED WITH CONNECTION PATTERN ON THREE-PIECE GIRDER. --I-f --- - __ _f I ri PLAN SHALL USE CONNECTION PATTERN 'A'WHEN W OR SMALLER - --- 1{ i4 t CONNECTION PATTERN B'WHEN lo"OR LARGER p ! _ _______-- _ 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR Z �.. �' ! ANCHORING: - _3 I '', FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH STUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE OIRDER5 ARE TO BE SECURELY ANCHORED TO 2 1" __ APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL Q Z OFFSET FASTENER5 1/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER MASONRY PIERS, NAILED TO WOOD P05T5 OR BOLTED 1 - -� HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH _I N GABLE END f I FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF LL' w (D SUBFLOOR 501_E PLATE LATE CONTINUOUS TRUSS TO STEEL COLUMNS. I ?! THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE CEILING Ln cr � LATERAL BRACE ® b'O.G. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE f` � Ln BAND LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED O Q JOIST (2) lOd NAILS TRUSS OR AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL vi _J O J� }� �`�` I I /� PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON I `1 J� L I�l O �A I I E R I `l S FOR S I D LOADED BEAMS (I c� . FLUSH B E A M S) NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE w 10) 8d -LOCATIONS REQUIRUNG FIRESTOPPING- AS FIRE5TOPPING. NAILS FIRE- WOOD FIRE5TOPPIN6 FIRE5TOPPIN6 Id -- -- ------------- --------- -- - ------ - - - _ - FIRE- STOPPING STOPPING FIRE- FIRE- FASTENINO RECOMMENDATIONS FOR SIDE-LOADED, STOPPIN6 STOPPING 501� W I. --- -- E-PIECE MEMBERS rm -- MULTIP JOIST 2'x4"BLOCK NAILED TO EA.BRACE I NAILED' BOLTED' 5d COOLER NAILS 0 10" O.G. 2 ROWs 16d s Rokqs Ibd 2 Rowse• s Fcowsl�. 2 Ror61�" tl _ = J O 12' O.G. O 12"O.G.--- { 90LT9 O 24' BOLT5 HOLT5 FIRESTOPPINGT'WHEN V J w/(4) IOd NAILS 9 . - - . oc.STA RED o I2-o0- o b•o.c. of ur�iD'5 APPLIED BLOCKING COMMON COMMON J, STUD GYPSUM BOA SIDE OF 20 a.STRAP - -- TWO ROWS 12' O.G. THREE ROWS 12' O.G. JOISTS Q DOUBLE PLATE • 5d COOLER NAILS® 10" O.G. (IO) 8d NAILS BEAM SELECTION w/ STD. NAILING LOCATION I LOCATION 2 LOCATION 3 ENDWALL STUDS AS NOTED IN NOTES -1 6 8 LOCATION 4 JOIST SHALL BE LOCATED DIRECTLY .� 5 NONGOMElUSTIBLE a aTION q a DENOTES ALT.FOR USE OF DRYWALL 5GREW5 FIRESTOPPIN6 LOCATION OVER STUDS,UNLESS TOP PLATE 15 4"0 EDGE/12"• FIELD FULLY BLOCKED I.TOP AND BOTTOM ROW5 SHOULD BE 2"FROM EDGES �� WOOD FIRE5TOPPIN5 of GIRDER ' DESIGNED TO CARRY THE LOAD SCREWS�b- V4" TYPE W OR 5 FIRESTOPPIN6 a ' 2.BOLT HOLES ARE TO BE THE SAME DIAMETER A5 THE BOLT AND SHOULD BE LOCATED 2' Tw0 ROWS 24"O.G.STAGGERED TWO ROWS b"O.C. LOCATION 5 LOCATION 6 . FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR STUD DETAIL THICKNESS OF THE MEMBER.USE WASHERS UNDER HEAD AND NUT. OVERLAID ROOF s.STA66ER EACH ROW OF FASTENERS BY 12'. 2'SPACE NOT ATTACHMENT @ VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING IS FROM EACH SIDE. TO BE FILLED © NONCOMBUSTIBLE FIRE5TOPPIN6 Y BE USED WHEN LOADS ARE APPLIED TO FIRE5TOPPIN6 APPROX.I INCH THICK 5.FOUR-PIECE MEMBERS SHOULD ONLY BOTH SIDE OF THE MEMBER. F IONS MAY BE DOUBLED FOR 6'O.G.OR TRIPLED b.VALUES FOR NAIL IN6 CONNECT FOR 4"O.G.NAIL SPAGIN6. LOCATION 7 E BEAMS: I I 5m NAu IN6 FOR TOP LOADED MULTIPLE PIEG B STRAPPING w/ '1.2 ROWS OF Ibd COMMON NAILS(12'O.C)FOR DEPTH5 12'OR LESS 4 8d NAILS F1REsroPPIN6 LOCATION cI ® EA. END 0 R.R. 8.5 ROWS OF 16d COMMON NAILS(12"O.0)FOR DEPTHS OF 14",16"t 16". LOCATION 8 ,FULL WIDTH LOCATION 10 I I 2" BLOCKING zO l n CONSTRUCT I ON !SETA L=S WIND LOAD PATH �ONNE�T I ON DETAILS I i I TOP PLATE DRILL 2"V INTO ROOF NOT TO SGA E DECK FOR STRAPPING IN57L' L INTERSECTION DETAIL EXIST.OR NEW rR.R.BELOW NEW R.R. SET w/! i I UPPER TOP PLATE:LAPS '4 IOd' ' I NTINUOUS LOWER TOE NAIL 1 ; NOTED GONT.BLOCKING TOP PLATE SPIKED TO R.R.'s i ALIGN NEW t EX. I R.R.AS SHOWN r I I —__ I PLAN VIEW � I' KING �T..-DS I NOTE: SIMILAR 0 'SHED' 'I WOOD JOIST WOOD JO IS ROOF,R.R. IN LINE - BLOCKING - - . •: = GENERAL REQUIREMENTS FOR JOIST HANGER HEADER GENERAL REGU I REMI-NTS FOR N57ALLATI ON OF CLINCHED NAILS I N57ALLA71 ON OF 7OE-NAIL5 GIRDER/HEADER JACK STUDS WOOD GIRDER WOOD JOIST --- -____ { z --- ---- MAIN MEMBER o JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYP I GAL HEADER GONNEGTI ON Q � o ► 1 I. TOE-NAIL5 SHALL BE DRIVEN ® AN ANGLE OF MEMB DIA.M.X 5 APPROX. 30° w/ THE MAIN MEMBER t STARTED APPROX. I I r I. NAILS SHALL BE DRIVEN PERPENDICULAR TO Y3 THE LENGTH OF THE NAIL FROM THE MEMBER END, AS 5HOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A L10° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN MEMBER, FOR THI5 APPLICATION, SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER--- - -------- _ 3. TO AVOID SPLITTING, NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. 51ME OF A RAFTER OR CEILING J015T WALL STUD WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 3 TOE NAILS BOTTOM PLATE BOTTOM PLATE- IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB SUB FLOOR /tr �,•.; DOUBLE JOIST _-- - DOUBLE JOIST TOP PLATE---- -- - �' ` �• GH I M. CHASE 5ECURI NO © STD. SIDE WALL V WALL 57UDa � PROJECT: (sM. ® 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 b BLK'6 TO �AAV E R/L SIDES w/STRAPPING TO R/L SIDES) 11 �� TOP PLATE ® ILI Ohm Q Y `4I I E) R SI STAI `>,T �OI `ISTRU�TI Ol `� �OI `ll `�E�TORS RENOVATION CHIM. CHASE WALL O p d v - - - - - - - - - - -- -- --- - - - — ---- —---- -- __ ^o � CONNECTION LOGATIOT�I: f PART NUMBER. NOTES: - _l -- ---- -- -- ------ ----- -- z C520 ® 2I APPLY-To EACH PAIR-of -RAFTERS 400 WATERVIEW DRIVE a a w RIDOE-TO-RAFTERS - - --- - - -� 1 z- RAFTER TO WALL H-7 APPLY TO EACH RAFTER SOUTHOLD, N.Y. 11971 OL t w z ---- - ROOF _ O o a RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER DRAWING TITLE: In TI tu _ - -- REa'D BLOGKIT�G Q(� PLATE-TO-WALL STUD { G520 © 18" APPLY TO EACH WALL STUD FRAMING GRAPHICS TO ALIGN w/STRAPPING Q z - - - - - - -- - -- -- - -- - -. .. - ® EA. LEVEL ABOVE w z w LFTA or G520 © 36" - BEAM CONNECTION PATTERNS THE FIRST FL. APPLY TO EACH WALL STUD FIREBL0 KING DETAILS ® -Q 2 ID. FLOOR WALL-TO-15T. FLOOR WALL HEADER TO JACK STUD G520 © 12" APPLY TO EACH JACK STUD FLOOR/GL.G. CRIPPLE 5TUD-70-HEADER H5 APPLY TO EACH CRIPPLE STUD - SHEAR WALL HOLDDOWN ANCHOR 557516 APPLY TO EACH 51DEWALL END PAGE: . -- I - -- WRAP UNDER DOUBLE SILL PLATE _ 157. FLOOR-UNDER-SILL PLATE C520Li PLAN \11EW --- - - ------- _- - - - (USE W I TH SGUARE WASHERS) Moo USE THE FOLLOWING OR APPROVED S MPSON METAL CONNE07OR5 FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S REGOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. DATE: 03/25/21 4 OF 11 OENE AL S*Nr "`50L EY : � M NEW PARTIAL HEIGHT N EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. STL. Lu LU WHEN APPLICABLE) �- N EXISTING TO REMAIN 'I ( ) NEW FOUNDATION WALL _ M NEWOOD FRAME (L.G. / - I �l Q N W STL. WHEN APPLICABLE) y1 I ' I k u�ui',i'�Ctlrmtr:„ W e I ❑ I`MIN. (2) x4r 2STRUCTURAL r J F— Z P05T FOR 4 WALLS I —j (MIN. (2) 2"xb" STRUCTURAL P05T FOR b WALLS), U.O.N. t F— J Lo cb N 0 It 0 O 0 ~. O 04m0 H Z Q 0 Lu _I J 00 Z C4 e-I Q Z 'H V- Lu0 I` Lo � � O Lu ix U Lu F— U - - - - r I U J Q I tip,. 1 •c. I 'oT- r I ice. C.I 11,.,•LL j, Il lr`-�. �,I C "TI1,'., �;: E-' E 'E ALL GTISTIh7 Il-;"II�UCD PIC- o W Lv H•.,M ` T C I ED y L FID I( /FC; f I..F � L., l', l,. GH-\F T f Oc:l _i �I, TO EE REt'-'O/CC% I I I 'I I I I _ I I I .I i I II i I I i Z - - - - - -- W I i I'I T:. - ( ---------- - III 0 , i RCMO/CD Lli I I I LLI I I � TO ' II I„ , PROJECT: HAAS E r'ORTI��',.', l',=. �J..�LL FOR-ON OE WALL RENOVATION TO FC RCI''10/ED TO Ci 10/CC TO C�"E' O/ED r / r 0,:. NCby NIN70TJ Ec^ !+r,ti I<RJDCi'V; SCE WI!IGOIll SCE l^:'N�CW --- -------- ------------- ------ -- C- GHAF:T r OR SI-E 400 WATERVIEW DRIVE i�STLOOi� DEMOLITION FLANSOUTHOLD, N.Y. 11971 SCALE: 1/4" DRAWING TITLE: DEMOLITION PLAN PAGE: A-100"' 0 ff 0 0"k DATE: 03/25/21 5 OF 11 0E I ` ERAL S I I " I50L E I a. M Q O NEW PARTIAL HEIGHT N _ EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. STL. sl!' WHEN APPLICABLE) LLJ k�I EXISTING TO REMAIN � _I = M NEW FOUNDATION WALL I (j) N NEW WOOD FRAME (L.G. STL. WHEN APPLICABLE'.) "�i I-- nuf S; li fl(IT;rpt; ,dIli'"."ii.' :'l'.; Lu MIN. (2) 2"x4" 5TRUGTURAL \ J h --- - _ L LI ElPOST FOR 4" WALLS ' ' =3 O F- Z d' (MIN. (2) 2"xb" STRUCTURAL k� J to P05T FOR b" WALLS), U.O.N. Lo Z O r. O Nm0 FOUNDATION PLAN NOTES H Z O TYPICAL P. GONG. FOOTING 4 D*JALL Q 0 CON5TRUGTI ON: • (2) 2"x6" P.T. SILL PLATES w/COPPER TERMITE SHIELD J 4 SILL SEAL w J 00 • ANCHOR BOLTS AS PER PAGE 6-005 Z wt � • P. GONG. FOUND. WALL AS PER DETAIL UPON J 0) • P. GONG. FOOTING AS PER DETAIL UPON rq • ASPHALTIC MASTIC DAMP PROOFIN6 TO EXTERIOR • B.O. GRADE BEAM 3-O' BELOW cSRADE MIN. N • I/2" EXPANSION JOINT ® PERIMET'ER OF SLAB W Z 4 HEN J 1 APPLICABLE) Z Iri • AIR ENTRAIN P..GONG. FOR PORCHES /PATIOS / STOOPS (WHEN APPLICABLE) L1' LU (D • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET Lo Ix T-i FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) r- Lo t O J O OTYP. 5TL. COL.: 3-1/2" O.D. STL. COL. (A5TM AI23) LL1 Tm m FOUND 4 POSTS FOR WD. DECK:_ Q H . O23'-2" 8 4_ 14'-Q" 8'-8" W ND. P.T. POST 4 P. GONG. PIER UPON GRADE BEAM AS PER DECK DETAIL (TYP) 6 NEW 'BILGO' SIZE � V I I-?' I I "G" ENTRANCE 5 = J OTYPICAL LEDGER BOARD ® EXT. DECK: - - Q � J 1. (1) 2 x P.T. BD. TO MATCH DEPTH OF JOISTS 2. SECURED w/(2) 5/&" (P x 5" LONG H.D. GAL. LAG -- ---- Q BOLTS ® 16" O.G. - � _ 3. INSTALL H.D. GALV. JOIST HANOER5 BY 'SIMPSON' (OR - - - - EQUAL) 4• PRVBEOT ID ERLTOPI O OE DLED ER UNDERNEATH SIDING I$ ? 2E'x82HDR -"-_ _ 4 NEW (2) 2"x "-P.T. LUSH BM. z 1 5. SEE NOTED DETAIL O 3 NE - - in u W FOR WOOD STAIRS ® GRADE: UP I z N O 4" THK. P. GONG. PAD &" WIDE x RE a'D LENGTH UPON Ll TRP. P.T. D.J. c0 b" GRAVEL UNDER 2"xl2" P.T. STAR STRINGERS ® - - — — I t q, O' ry 2'x8' HDR _ h lY MAX. tb' O.G., U.O.N. (MIN. 3 STRINGE:RS) d) O NEW(2) P.T._ N � O EGRESS WINDOW WELL: IZ GNEW FULL HEIGHT = U r i 6 PROVIDE NEW DOW WELL BYROCKWELL;EGRE55 WIN w I ® BASEMENT dJ O NEW P.T. ELITE SERIES" 66"W.X'12"H. OR EQUIVALENT. INSTALL AS STRUCTURAL z ? X = _ 2„x d� tL - 8 D.J. x w PER MAN. SPECS. STRUCTURAL DESIGN OF FOOTIN05 A55UME5 N WINDOW NOTE: A 501L BEARING CAPACITY OF 2.0 TONS/5.F. p z 0 1. ALL NEW WINDOWS 4 DOORS SHALL BE ( 1 4 u - ANDERSEN 400 SERIES CASEMENT DOUBLEHUNG z O OR GLIDING (AS NOTED); INSTALL. AS PER MANU. 5PEC.'5. FOR SUBSTITUTIONS, SEE: NOTE #q IN NEW (3) P.T. "GLASS WINDOWS AND DOORS" ON PAGE 0-002 2 ITx87 HDR 2.IF CASEMENT WINDOWS - ALL C511INT WNDW5 3.FHALL DOUBLEV U G-ALL DBL. HUN-0 WNDW5 OTOEBE O ! I I I TILT WASH v CS j NEW 4.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. GL. 1� w 1� 2 UP N O !L A-301 EGRE55 NOTE_ Q N V DBL. F.J. IN COMPLIANCE WITH NEW PORK STATE BUILDING to u CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF w z Z EGRESS SHALL BE FOLLOWED: �Ilu z tu ~- �! z d NEW 2"xl0" F.J. ® I6" O.G. W NET CLEAR OPENINO........... 5.'I S.F. - v N> - v r cV v N NET CLEAR HEIGHT............... 24" MINIMUM 1-1 O O M 3 V 'U H,,NOERS a FLUSH BM. Q cv = d N - r u) N�l m NET CLEAR WIDTH................. 20" MINIMUM A-300 .p � , �p .� �j O � ® Q NEW 5'_. COLUMN ® m m Q x to A-300 cl x �10 DENEATH COLUMN ABOVE, x `I f � I ' Lu w ? �_ UPON NE:N 24"x24"xl2" ►u � w w NEW 2"xl0" F.J. ® Ib" O.G. =j - NEW (3) I.75"xq.5" O.P. 2.oE LVL F.J. , _ 0 u Q IL NEW STL. COLUMN x DEEP R GONG. FTG QD W/SIMPSON LU528 t^A BENEATH $EDROOM WALL ABOVE 0 w J BENEATH COLUMN HANGERS ® FLUSH BM. w Q ABOVE,UPON NEW K Q \-HHUS5.50/10 NEW SIMP50N 30"x30"xl8" DEEP 2 z►�-!N i I I Lu >I 2 ✓,-6" V.i F• P. GONG. FTG I I _ - HANGER NEW 8" FOUND. I WALL ® PREVIOUS 44 GARAGE DOOR O ' A-301'� OPENINGS. AL16N 0 -5" V.I.F. NEW (3) 2"xl0" F.J. BENEATH _ TOP OF NEW FOUND. to Z FINISHED —EXIST 2"xl0" — — — EXIST. 3 2_xl0 — __ _ EST. (3 2"x10' BATHROOM/HALLWAY -) — WITH EXIST. ~ FLOOR DROrPEI7 BM. DROPPED BM. e IpRC�PPED BM. WALL ABOVE I W FINISHED 1 NEW SI5 HAN N I� 6'-II" V.I.F. ' OL HU210-3 HANGER 2 m O$ in��> = 1 i --- -- - ---I • = r +I I I GRADE EXIST. 5TL. COL (TYP.) 1 cv EXIST. MASONRY EXIST. 5TL. GOL (TYPJ NEW 12"� P. GONG. Q W - ---- -- --- N.I.F. LOCATIONS d Q w CHIMNEY UPON EXIST. (V.I.F. LOCATIONS 4 50NOTUBE UPON ugh ! - N ; CONTACT ARCHITECT O lu Q FOOTING N.I.F.) CONTACT ARCHITECT 24"x24"x12" DEEP. /1 IF ACTUAL VARIES) yiu v IF ACTUAL VARIES) 5 P. GONG. FTG. m w / EXIST. GARAGE 0 x Ul j d3 O w N C/ SLAB d O x �d cV - - cV ju r O Q = z l w NEW � 0 w�a ww BASEMENT - N I zLu �r a, ® NEW 2"xl0" F.J. ® I6" O.G. N Q p NEW 2"x10" F.J. ® 16" O.G. w w/51MP50N LUS28 0 U 2 w/51MP50N LU528 5�G T I O� © i' `�I I `��(✓Y `4 Y `1� HANGERS ® FLUSH BM. 10 w Q HANGERS ® FLUSH BM. �"' `�` - • r t� LL 50ALE: 1/4" = I'-O" - 6 EXISTING FOUNDATION d) O r p ` R� e tV LL 4 FOOTING UNDE� N = 3 ® EXISTING STONE STOOP/ ® j W ';��gym, `i w wh m s ::.-..y 41 �� �/ �,; -;� -�,; PROJECT: r Q T- 06 w Qo Qo r a 06 3 m 3 �� u�= X�� LA I ��� w x- Q w x- HAASE NEI,I (4)2"x8" P.T. z ry® NEW (4).2"x8" P.T. � cV® NEW (4) 2"x8" P.T. z cV® I tt DROPPED BM. C-l-', DROPPED BM. DROPPED BM. RENOVATION I'-6" - ---14'-4" 14'-4" 14'-4" 5 400 WATERVIEW DRIVE SOUTHOLD, N.Y. 11971 0 To m FOUNDATION PLAN d DRAWING TITLE_- -- - - ----- -- PROPOSED FOUNDATION PLAN 5CALE: 1/4" = 1'-0" PAGE: Ato%k E 0 A-.Lo Is DATE: 03/25/21 6 OF 11 0E�IE AL 5��50L ALL NEW WINDOW5 8 DOORS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE '� "6-003" FOR NAILING d STRAPPING DETAILS. 0 k,.. .. _.. . N NEW PARTIAL HEIGHT I WINDOW CHART - W _ EXISTING TO BE DEMOLISHED . . WOOD FRAME (L.G. 5TL. __ EGRESS- II W ~ N WHEN APPLICABLE) ROUGH OPENING WINDOW DIMENSION CLEAR FF� li J 00 N EXISTING TO REMAIN WINDOW ---_-.. -. _1 - - - - - -WIDTH REQ'D 20"OFENINOk:_,�I \'` Q NEW FOUNDATION WALL TYPE MODEL # - !_--- . NEW WOOD FRAME (L.G. GALL-OUT _ -- - WIDTH I� HEIGHT WIDTH HEIGHT HEIGHT REa'D:24° l T :li�P ��- ~ 5TL. WHEN APPLICABLE) I I� �L. W PEN REQ D. S.P , IO 57 Wloll STRUCTURAL -- -- DOUBLE-HUNG - TW3046 '_2 �3_._ 4'-8 " 3'-I 4'-8 5.82 r I .- 0 1 Z ~ ❑ POST FOR 4 WALLS MIN. (2) 2 x4 STR L TW2042 -24'-4 - -- 4-4 -J Na POST FOR 6 WALLS U.O.N. 4 2-I " ) UNG �I 2' cb 4- " - (MIN. (2) 2 xb STRUCTURAL DOUBLE-H B- I --- J 0 ~ J Ln PICTURE -- DHF4242 - 4 5 4-4 4'-5 - >- ' O AWNING (2) AW281 2-7 :2'-4 _ E AWNING AW281 2'-7 " 2'-4 _ N m O F - - - NG A51 2-I I 2'-O �" Z AWNI + FLOOR PLAN 'NOTES G DOUBLE-HUNG TW20510 4- -- -- - - - - -4'-0W DOOR NOTE: 2'-2 I O l 2'-I " O I. INSTALL NEW INTERIOR DOORS WHEN GALLED H I _- - 00 OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). ! (3)A31 2'-I I 2'-O �" I AWNING - ------ �I = __ > o 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED J_M - - OUT ON PLANS BY 'THERMATRU' (OR EQUAL). CUSTOM I J 3. DOOR TYPE TO SELECT 4.INSTALL AS PER MANU 5PEC.'s - - O Q Z H WINDOW NOTE: J N O I. ALL NEW WINDOWS b DOORS SHALL BE �` _ _ W W (D ANDERSEN 400 SERIES CASEMENT,DOUBLEHUNC, I _ d� d) OR GLIDING (AS NOTED); INSTALL AS PER MANU. s m tt1 T B i u) SPEC.'S. FOR 5U55TITUTION5_5EE NOTE #q IN cV ry ry ry Q DOORS" ON PAGE C-002 i K L M i GLASS WINDOWS AND D _ J _ O O OI O rl � o 2.IF CASEMENT WINDOWS - ALL GSMNT WNDWS ,� � � � I �` � 4- SHALL HAVE STRAIGHT ARM HINGE WHEN OPEN � 2'-O" ,�`-2'-5".�' ,�`--2'-5"�' 2'-O"�2'-O" 3.IF DOUBLE HUNG - ALL DEL. HUNG WNDW5 TO BE TILT WASH 4.ALL GLAZING WITHIN 18" OF FF TO BE TEMP. CL. H U ; E6RES5 NOTE: LLI IN COMPLIANCE WITH NEW YORK STATE BUILDING �- CODE, SECTION R510.2.1;THE FOLLOWING MEANS OF EGRESS SHALL BE FOLLOWED: U J NET CLEAR OPENINO........... 5.7 S.F. NET CLEAR HEIGHT............... 24" MINIMUM Q NET CLEAR WIDTH................. 20" MINIMUM WINDOW/DOOR FRAMING: O SEE PACE 6-003 FOR FRAMING O � m \'. ELEMENTS AROUND DOORS AND Q NEW TRAM SIZE Q ; WINDOWS (TYP. FOR ALL) U.O.N. G ENTRANCE 43'-2" Ell STAIR 8 RAILING NOTE: t� I. ALL NEW STAIRS (EXCEPT 5' IRAL STAIR) SHALL HAVE 20'-II" 23'-2" 20'-O" MAX. 1-5/4" RI d MIN. 10" Tr� RISERS SHALL BE 4 CLOSED NEW (3) NEW (5) 2"x4" -- - - - - - - - - 2. 42" HIGH GUARDRAIL 3 SPINDLE SPACING NOT TO TO RIDGE ABOVE i NEW" r - DOWN 2 3 2"xb" P05T 2 POST FROM HDR „ -------- ----- - ---------------- ALLOW PASSAGE OF A 4 d' SPHERE;36' HIGH C �' 2"xb POST I NEy.I I HANDRAIL 8 SPINDLE 5PAGIN6 NOT TO ALLOW TO HDR PASSAGE OF A 4" d' SPHERE - -- _ - --- -- - -- - - 3. 6RIPPABLE RAIL AS PER CODE NEW (2) 7 2"x8" HDR O NEW (3) 2'xl0' ROPPED BM. SMOKE DETECTOR GO DETECTOR NOTES: - - x I ;NEW (3) 2"xl0 HDR (ABOVE � � rt � N Q NEW 48' RAN. I'� - F SE R.R. - SEE SECT � I ^t COVERED Q i O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT O � «+= i w 2 3 SMOKE /CARBON MONOXIDE COMBINATION DETECTOR ' �` ' N m IB'-2" .o p NEW (2) PORCH Q HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. O N \` /� w 2"x8" HDR 2.INSTALL ALL AS PER MANU. SPEC.'S - = I - \b z Q v 4. SMOKE DETECTOR AND CAR33ON MONOXIDE DETECTOR IN COMPLIANCE: WITH LOCAL CODE NEW I � m NEW b"xb' DROPPED SM. (TYP) - DN. -4'-I" 10'-O"-I----- 4'-I, b'-O" 6'-O" (Y 2 3 NEW �., NEW BENCH c; x m NI j O NEW WOOD EURNIN6 STOVE;H.O. TO SELECT. INSTALL AS Q 1 1I NEW NET BAR PROVIDE IS' HEART MINIMUM IN FRONT OF STROVE 4 8' d� 6PER L. I -.Q 1 3 v = MINIMUM ON BOTH SIDES. x ' , O NEW 2"x8" FALSE I, - .I�I I"� j�l I"� O O NEW tY w I i I i j ry to I R.R. ® I6" O.G. N Q x = FOYER c�V. I13 a O N � � I INEW j w N cv l _i ® 13 w x pONN, O 1.EXIST. AIR HANDLER b DUCTWORK TO REMAIN. z� I1 w :2 xl z 7 O' A V.I.F. EXIST. (5) 2'xl0 HDR; z ',;i Q Q I z - -.: N - *^' 2.EXISTING A/C CONDENSER TO BE RELOCATED ON - q 7 -4 DBL. P05T /� PROVIDE NEW AS REQ'D 1 i x x - - TO HDR. GONG. PAD AS PER PLANS / A G NEW: d ( I'-8" �NE (2)"_ I/2 WALL 4 / _ I 3 2 x8 DR I. SIZE CONDENSER BASED ON NY5 MECH. CODE. in NEW OPEN TO I - \ (/ - ABOVE///��J _ 2. PROVIDE PROPER TONNAGE: TO ALLOW FOR COOLING � .� m KITCHEN/DINING ROOM � / II NEW OF ENTIRE CU. FT. 2 3 V.LF. EXIST. (3J N 50q S.F. �aI / j PANTRY - DOWN - --- NEW (3)-- l 3. INSTALL CONDENSER ON GONG. PAD 2"xb" POSTS Q N 2 xb POST _ I II 4. PROVIDE NEW DUCTWORK FOR AREAS OF NEW VI REQ D MODIFIED M'� 2 TO VALLEY CONSTRUCTION. BATHROOM :u n-soi U ABOVE O PROVIDE NEW _ � xp ! _ O 1 54 S.F. ONEW EXHAUST FAN SHALL BE INSTALLED WHERE _ ' 8 - ----- - - 13'-8"--- -- -- - -- --- - x - CIRCULATION THROUGH WINDOW'MEANS OF NATURAL 2 3 68 S.F. 8 VENTILATION IS NOT MET BY ME NEW 2"x8" FAL5E `fl _ NEW 3 OR DOORS TO OUTDOOR H ;, a. R.R. ® I6" O.G. SPACES AS PER NY5 MECH. CODE SECTION 405.5.2.5; �'I in ATTACH TO TRUE VALLEY w w NEW 2 x8 FALSE INSTALL AS PER MANU. SPECS O tt O, NEW NEW 13 ' b NEW (2) 2"x8" HDR z N R.R. ® 16" O.G. N PWDR ABOVE sa WALL RM dN AIR: 67 S.F.NEW ATTIC AGGE55 - PULL DOV STAIR; A-300 I � (BENEATH G.J.) 3 S.F.'; _ _� A-300 � O I. MIN. 550 # CAPACITY _� U ! I EXIST. EXIST. .I x _ X O 3 NEW (2) �- -- - - -- � BEDROOM OIL. - - 2 OPENIN6F(MIN.E22Hx30)P THE OU6H a NEW b"xb" DROPPED BM. (TYPJ w x8" HDR ---- _ W OPL=NING N - - - 4.DBL. FRAMING WHEN NE - 175 S.F. � � ----- -- --- ._---- ---- - O NEW (2) 2"x8" HDR WITHIN p N BARN DOOR LIDINGI 3 BARN DOOR LIDING w 3.I HR FIRE RATED 5. INSTALL AS PER MANU. SPEC.'s 4'-8' NEW 3.5 4 O.D. 5TL. WALL (BENEATH G.J.) b.CONSULT H.O. FOR PRECISE LOCATION - I 3 � ~ m 5GH 40 (TYP.) GOLUMNI m wl� �+ m • p OF AGGE55 w/DECORATIVE FINISH NEW 3.5"d' O.D. STL. SGH z x e� SM/GO 5 !L 3 H ] i ._1r. GL. EXIST. NEW (3) I.75'xlb" G.P. 2.OE LVL HDR _ DECORATIVE FIN15H NEW (Q 2'x8 U1 U w � 2 EXIST. m 40 (TYP.) COLUMN w/ N b'-O" 7'-q" ! ' „ u1 N x w U1 3/4 WALL Ir i Q 0 X I L I " 4'-4" ILO tA; ux I w ' " " 4"A 3'-5" -3'-5"-�IL51-511 3'-5 3_5„ I'-10' _ 2'-10" 3'-O�y - p = _ �57- I I NEW 9 NEW 10 NEW 3 2"xb" HLV5 N CL. a N a N N .�" w`""'..,�,� EXIST. EXIST. EXIST. ) ISO cv ;OI ,r" N GL. �t I POST FROM 0 1 A c�V =,•�C,C �r'�- HALLWAY i NEW Q WW > HDR TO Z X �t � `'` O 1�0' �� 6f::' RIDGE ABOVE BEDROOM a Q / x i 3 2q0 S.F. x' ui I -ABOVI NEW (5) 2"x4" zl ON : N lixw O J ->, w POSTS TO 11 w 2 xb �) d N Q Q V 10.; .0 RIDGE AEOVE NEW (3) 2"x8"I DROPPED BM. IL ��z I m MODIFIED ® Im ° NEW w N 'w r w LIVING ROOM cv ;Q �_ BATHROOM 0 - w 3 2 xb a �n z D 375 S.F., w ly 83 S.F. O O w1 2 Q wd a z EXIST. BEDROOM EXIST. Q m^ a z ® ow oPEN To PROJECT: I 3 � QI 1 _ ! u1 - .D 155 S.F. BEDROOM Q �L/ _ z Q $ � 3 w �' -_ ry - p - 128 S.F. NEW (3) 2"x4" x z W I _ , ® IY NI I P05T TO �1= 2 xb rA (XF Q N 1 2 3 VALLEY dJ W W W 5HOWE'R tu It� - H AAS E O Ix z 1 3 z z' 40 S.F. z QI%Q NEW (3)1 1 l WI !�(A�N � 1 - k �0, 2 xb" POSTz REN0VATION v n `D Q � TO VALLEY 2Qx6$ 2 3 :u�' ABOVE 2 3 2 3 lbz NEW (3) 2"x8" HDR 23-I" NEW (2) 2'x8" HDR NEW (2) 2"x w -- - -- - -------------- NEW (3) 2"xl0' HDR' 8" H 8" H DR E 2 2 x DR - - -- - 400 WATERVIEW DRIVE m `�' 6XIO NEw `U �V V' m m �V SOUTHOLD, N.Y. 11971 w NIO GOVERED 2 3 w xl0 O 2 3 z PORCH zcv� Q 46'-0" Q NATURAL LIGHT $ DRAWING TITLE: . NEW (3) 2"x8" DROPPED BM. _ NEW (3) 2"x8" DROPPED BM. NEW (3) 2"x8" DROPPED BM. _ VENTILATION - -------------- ------------ ------------------------------- NEWf - _ - -- -- - _-- -_ - - - --- - --- - ---- -._{ FLOOR AREA 2cIO 5.F. PROPOSED FIRST FLOOR PLAN DOWNI 111 -- - - - -- - - ----- -- - -- ------ --- - ----- - - S.F. 90 REQ. PROV. LIGHTING;MIN. a% 5'-7" 13'-q" 7'-O" q'-II" 10'-7" 7'-II" 8'-O" 3'-q' OF FLOOR AREA 23.2 S.F. 32.2 S.F. VENTILATION;MIN. 72-3 4% OF FLOOR 11.6 S.F. 18.3 S.F. AREA PAG E: Q � FIRST FLOOR FLAN 10 2 00"K)" 2,560 SOUARE FEET 50ALE: 1/4" = P-0" DATE: 03/25/21 7 OF 11 OENERAL 5`I'M50L <E"*-r : a o NEW PARTIAL HEIGHT EXISTING TO BE DEMOLISHED i WOOD FRAME (L.O. 5TL. Tj I W W � { WHEN APPL I CABLE) J J N I --i EXISTING TO REMAIN NEW FOUNDATION WALL I � ni„ inr N NEW WOOD FRAME (L.O. W STL. WHEN APPLICABLE) w � ❑ MIN. (2) 2"x4" STRUCTURAL P05T FOR 4 WALLS (MIN. (2) 2"xb" STRUCTURAL , POST FOR 6" WALLS), U.O.N. \ I�— p F— J Ln d N O (D z 0M �.. O 04M Zr a 0 LLI J J pp Z 0 Tq rl Y O Z >4 � z N V" W CU I` Ln � � O w � r-- U W ~ U 2 J Q I, a NEW 2"xI2" RIDGE (UPON DROPPED am. _: ...._,. ... IN KITCHEN BELO 4:12 - 4: 22 4:12 _ — — — — — — — — — — — — — — — — — — — — —� I — — — — — — — — — — — — — — — .« ..:. ❑ ry ❑ I NEW— —2"xI2—" R.R.- - - I I NEW 2"xI2" R.R. x t ® 12" O.G. to T —1 i l i 1 - - - - - - - - - - - - - - - - NEW 2"xI2" R.R. NEW 2"xI2" R.R. ® 12" O.G. I I ® 12" O.G. I I 1 EXTEND K SUPPORT R.R. EXTEND WALL TO SUPPORT R.R. I I I I 4:12 I I 4:12 - - — I L - - — — — — — — — — — — — — — — — — — — — I I _ - — — — — I— tu L ZOVER KIT EN TO BE y I I z CATHEDRAL LAYOVER PROVIDE R.R HAN ERS AT O i I II I VALLEY (TYP) I I ti � I I �Pvv I I II, NEW 2 xI2" R.R. NEW 2"xI2 R.R. r3J ® 12" O.G. X I I ® 12" O.G. in I •� G I I ry� (1 I I A-300 K 1 tu +N,. N��` z I I PROVIDE (2) L'i5"xq.5" G.P. 2.OE 1\^h <L RIDGE SHALL NOT LVL BM. DIRECTLY BENEATH L BE CONTINUOUS EXIST. RIDGE BETWEEN POSTS N (V.LF. EXIST. RIDGE SIZE X ACROSS POST uj w X `I < - I I MAY OMIT EQUIVAL NET) �, � I i II ❑ : , I ► I U I z EXIST. 2"xl0" RIDGE EXIST. 2"xlO" RIDGE; EXIST. 2"xIO" RIDGE; PROVIDE FLOCKINC7 PROVIDE BLOCKING _ _ EXIST. RIDGE I W TO BEAR UPON NEW TO BEAR UPON NEW �- DROPPED BEAMS DROPPED BEAMS ( I p BENEATH PER 5EGTION BENEATH PER SECTION II F � w r k tu (/e ZIV4 tu E ROOF O AYOVER cV NEW ROOF �S' ` h' f��x'' +��Y LAYOVER 4:12 4:12 o PROVIDE R.R fi< HANGERS AT ICe� a VALLEY (TYP) L I e ��+ NEW 2"xI2" R.R. NEW 2"xI2" R.R. ® 12" O.G. z ® 12" O.G. EXIST. EXIST. I I I EXTEND EXIST. WALL I TO 5UPFORT NEW R.R. I I PROJECT: - - - - - - - - - - - - - - - - - - - - - - - ll - - - - - - - - - - - - - - -- - - - - - ------ - - - - - - ---- ---- - - - - - - - - -- - - - - - -�� — — — — - - - - - - — — — — — — i - - - - - HAASE ,.� IY IY NEW 2"xb" R.R. �I `, n) �E�I D tl A��o l � X= x= +8i 4:12 iv `fl tt 'ry �9 L5 4:12 NEW 2"xb" R.R. Y� ® 3 ® - _- ® 16" O.G. ❑ ` ❑I -- - -- - — --- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I 400 WATERVIEW DRIVE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SOUTHOLD, N.Y. 11971 0 0 Q DRAWING TITLE: <( PROPOSED ROOF PLAN ROOF FRAM I NO PLAN 5CALE: 1/4" PAGE: A- '20.0 3ft Ova 0 UA'%' DATE: 03/25/21 8 OF 11 ELEVATION NOTES Q O O NE ROOFING NOTE (TYPJ: N W W I. INSTALL NEW ROOF SHINOLE5 TO MATCH EXI5TIN67 UPON O 2.INSTALL ICE AND WATER SHIELD FROM FA50IA UP TO J ~ N 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS OVER 5.INSTALL 15 # BUILDING FELT(U.O.N.) OVER M OOD SHEATHING BLOCK ALL SEAMS) Q N 4.I/2 GDX PLYW ( 5. GAP SHINGLE OVER RIDGE 4 HIPS (AS REO'D) 6.PROVIDE RIDGE VENT (AS REO'D) _.......^,....,...,..___ -T. FLASH ALL VALLEYS J Z It a.INSTALL DRIP EDGE AS REQ'D _ . el. - = - I�' .,,... . INSTALL ALL AS PER MANU. SPEG.'s }Z I '_... � �_I Y _� - L-I , TYPICAL EXTERIOR WALL CONSTRUCTION: 2 UPON "TYVEK" HOUSE WRAP (OR EQUAL) • UPON 1/2" GDX PLYWD. SHEATHING (BLOGKINO 1 I' IL -� I Il it III I ' r > ALL PLYD SEAMS) I is Z O W ti I I • 2x 6 STUDS ® I b O.G. w/DBL. TOP PLATE I I I I I I I � I I I I{I O ..............^,,,,,,_,.,_,._.....,._,,,.,. ._._._.,,,,,,,,_,.,..,............._.......^_...^ __.,m_....__.._�_..._,._... CONTINUOUS _..., ..._., ,.,,,__ ._, ..,..,.., W/ R 5 GONTIN _.,.... ... ............_..,_. ::,, - ..,,.,...,_............,__.,,,,.._,,.._ ..,..,_.._„_..__,,,__,,,, ,..,,.,:. .._.,.,.,,..,,.,.,,,,_,,,__._:__..,.,.:• MIN. R 13 CAVITY INSULATION ._,.. ,.,,.,., II I N _,._,,,..,,,,^ _....,INSU ATIO _L _„_......... ......... .,,__„__,. • 5/8 GYPSUM BD. WALL FINISH ___._.__ ,.__.,, ......_,_._.......... .__.._,,,.,,, I I NEW SIDING NOTE (TYPJ: O I. INSTALL NEW SIDING AS PER ELEVATION NOTES I I i I 2."TYVEK" HOUSE WRAP (OR EQUAL) I - li 5.INSTALL ALL AS PER MANU. SPEC.'s - 1 I IIi_I �'_� 4.PROVIDE ALL NECESSARY TRIM FOR PROPER I OD i -II� I I I II �I ; - - - I II I�I I �_x I I _91� 3 J� �er�l �OINSTALLATIGN 5. SIDING SHALL EXTEND TOSOP OF FOUNDATION Z❑ WALL O NEW CEDAR i I I I II l I I I.I .II I la I I I I I OB IB ' -I 1 II ` - � i I A I>� t IMPR E5510N 51 INO HO T O �PLAN NOTE: A I O Z�A I I ' I A HATCHED ROOF 51DIN0 INDICATES AREA OF NEW WORK SELECT - -- N I II I I I I t i I . 1 I i J , I II I I II _II-- I = �I- , _ I 1_� �� II I �� �- ��I I� I -�-1 I� II- �.�I (' - I I III - it i. I` l i') I �I I I J � _ I l ) . I I i I�- t- .I I - r r I I I I I I II I III II II I I I I II I• I I I I I I I ! I , - � - - - - - - 11- p .. 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INSTALL NEW ROOF SHINGLES TO MATCH EXISTING UPON I I I I I !I 2.INSTALL ICE AND WATER 5HIEl_0 FROM FASCIA UP TO Q N 24" FROM INSIDE FACE OF 571JD WALL AND AT VALLEYS I � � I I I � ' W c-I II I OVERI I III 1i1.1 3.INSTALL 15 # BUILDING FELT N.O.N.) OVERrZ I it i d' II I ING BLOCK ALL SEAMS I'III 4.I/2" COX PLYWOOD SHEATH ( ) I II' I I J H Z d. I�IPS AS REC�'D OVER RIDGE � ) _ J 5. GAP SHINGLE O ( II III11114 - � (b.PROVIDE RIDGE VENT (AS REOV) I' F x N i I _ F'- Z s I I T "1. FLASH ALL VALLEYS I \5.�•'fi R•R• � I III a.INSTALL DRIP EDGE AS REQG' �X ^ O ~ J ILA q. INSTALL ALL A5 PER MANU. 5PEC.'sW R � I d �sfi RR 4" FRESH AIR VENT d, 0 I` 2 TYPICAL ROOF t CEILING CONSTRUCTION: NEW EXPOSED EXIST. G.J. NEW G.J. L THROUGH ROOF Z O BEAMS Ca � .. B O I 5 NOTED rr NEW ROOFING A I I �-, = N m O • 1/2" COX PLYWD 5HEATHIN6 (BLOCKING ® ALL v 3"f PROVIDE "ABESCO FP20o PR PLYWD SEAMS) ; Q I EXPANDING FOAM" (OR EQUAL) Z • R.R., G.J., 8 G.T. AS NOTED ON. PLANS (® SPANS (-,� II I I AT ALL PENETRATIONS IN FIRE Q 0 �^ I OVER V INSTALL "X" BRIDGING ® CENTER OF RATED WALL5 AND- SPAN, U.O.N) Ul 3 I FLOORS/CEILINGS. PRODUCT • MIN. OF R-4q SPRAY FOAM INSULATION _ - 1 _ CONFORMS TO ASTM E 814, W m 4 I A5TM E 54,AND UL 14-I1 J TYPICAL EXTERIOR WALL CONSTRUCTION: — 00- - I Q > d' 0 UPON "TYVEK HOUSE WRAP (OR EQUAL) -l _ ------- -- -- - -- - - - --- ------- ------- - - - - —-- ---- I Z I • UPON 1/2 COX PLYWD. 5HEATHIN6 (BLOCKING ® O __ _ ALL PLYWD SEAMS) III I __I- O �r BATHROOM Tj NEW BATH. - - 2';_--_ --2 __ MASTER BATHROOM NOTE: • " b" STUDS ® 16" O.G. w/DEL. TOP PLATE NEW MASTER _ _ I ALL PLUMBING WORK • MIN. R-21 CAVITY INSULATION BEDRooM 5 J NEW NEW - r I NEW KITCHEN I I r Z O _ I I SHALL CONFORM TO • 5/5" GYPSUM BD. WALL FINISH -- NEW F.J. !Y 2 2 I I I I LOCAL PLUMBING CODE Z N - GL. FOYER r I 1 1 2 1 2 f r I 12" I I LL -� NEW 51MING NOTE (TYPJ: -_-_; T. G 6 i O I I 2 1 I t I 2 LL_ L� ei 1 I I I t 13 GLEAN OUT O I. INSTALL NEW SIDING A5 NOTED ON ELEVATIONS AS REO V ii I I I I I II III 12{1 t I I 2."TYVEK" HOUSE WRAP (OR EQUAL) 1 I I EXIST. f°.A.I. TO O Q 3.INSTALL ALL A5 PER MANU. SPEG.'s - • 4.PROVIDE ALL NECESSARY TRIM FOR PROPER O Z ALIGN NEW t l j 1 REMAIN 'r'� J O INSTALLATION m FOUNDATION WALL 2 5. SIDING SHALL EXTEND To TOP OF FOUNDATION W/EXISTING 2" 2" 1 ISHOWER 2 -- 1 2" DW I 2 O ALIGN NEW NEW R-50 BATT. IN5UL. IN NEW FLOOR SYSTEM G.O. -- - - -- - V BASEMENT FLOOR � W W/ EXIST. NEW G.O. BASEMENT 4" U = J E:1 1 I U J 4" HOUSE Q MAIN DRAIN SEG710N I VA-500 z SCALE: I/4" Q HOUSE TRAP 2 411 TO SEPTIC SYSTEM NEW EXPOSED J L BEAMS N�V�R�• / NEW ROOF I I II I - N 5TE \/ENT i I I I I III I I I,I II1 II R. I I I� I I Ili li I I i R I I I II 11 ',II IN I I I I 'I I : N I 50A E I I I I L TS I IiII I'�'I 'I I I I II III EXIST.G.J. II I I EXIST. G.J. NEW G.J. I i I ' I l 1 I I I I I I - - I I ! I. II I III. I } II I i ALIGN NEW F.F. W/ , m h III i EXIST F.F - 4 � dJ , I I N EW EXIST. EXIST. EX15T. =' - PWDR NEW NEW - _ - BEDROOM �I - -' � '' _ I i RM GL. 5 GL. i ! GL. BATHROOM I I NEW F.J. KEW F.J. I I I I i I NEW KITCHEN DINING EXIST. SLAB ON ROOM GRADE W 0 _ I U : it __-_ -- - - -------- -- --- EXIST. 1 BASEMENT Ll v -- ---- - - -- —- - - �- ---- SEGTION 2-2/A-500 4 SCALE: 1/4" = 1'-0" _ I I PROPOSED RIDGE HEI5HT -- - — -I a' ------ ------ -- -- 2 --- - - — ----- - V. +I8.3 - -- - -- - ---,I-I - ----- -- - �-----I �� I; II Ij MODIFIED I NEW BATH. NEW KITCHEN MASTER BATHROOM ` NOTE: 3 ALL PLUMBING WORK SHALL CONFORM T I I I O ' I I I li I 11 i I I I O iII I I I I LOCAL PLU B IND CODE - , I I I - � ,• Iys' I "v I I � II I I I I. I II II I - -- - I� IQ LEGEND it U 1K t I_v I �• 10 tV I �I. 10 HOT KATE U 31 IU �Iv R dJ I SUPPLY I- = I- r - I cv - I cv m 1= cv - I n I QI m NEW B OGKING TO _ _ cV _ I SHOWER L ryf- I\ � � -ry!_.I\ - p� 'I I I� p� cv cv I_� cv I� I I EXIST. RIDGE ___..___ ___ -.-! __ ____. _. ._ _. _._r.._.._...__...w I._. __..._......r._' _...__....__.......__---. - -� - -- I" �1 I _ I_ DW j I� _ �..._.._..� GOLD WATER PROJECT: 1 J 1 SUPPLY -------- 1 -------- -- ------ --------- ---= NEW FALISE _. I. I - - _- -- -- _ I NEW EXPOSED ............ � , m CONNECT TO I PROVIDE "ABESGO FP200 FR H AAS E - - BEAMS EXIST. WATER AT ALL PENETRATIONS IN FIRE € 1 , RAFTER 1 'I EXPANDING FOAM" (OR EQUAL) — J ��€ SUPPLY SYSTEM I RATED WALLS ANDFLO R E N O VAT I O 1� I III i i I I 1 PRODUCT CONFORMS T0 ASTM ESl4 ASTM E 84- AND UL 14"1qA-501 - - — — I I 400 WATERVIEW DRIVE I, I SOUTHOLD N.Y. 11971 EXIST. FIRST FLOOR I ` [_ I ELEV. +1.8' } ! IL I MODIFIED LIVING NEW KITCHEN/DINING I ... �• {{t._....�!..___1 ROOM 1'; ROOM I -- -� D RAWING TITLE: BASELINE F TO= ELEV. +O.O' — 5 I rWATER M _------- AIN ET PROPOSED BUILDING SECTIONS ALIGN NEW - - - FOUNDATION WALL PLUMBING RISER DIAGRAMS W/EXISTING --- - - - -- -- ------- ---- ----- • ( ALIGN NEW �I Y n BASEMENT FLOOR W/EXIST. jam„FLUME31I ` O R15ER - SUFFI I PAGE: I EXIST. NEW FINISHED BASEMENT BASEMENT BASEMENT 5GALE: NTS ELEV. -6.2' A- 0 0 ■ 0 SCALE: 1/4" 1'-0" DATE: 03/25/21 10 OF 11 r � N LLLJ PROVIDE STRAPPING B NAILING AS PER CONNECTION 'D' IN "TYPICAL N " Q i rq NAILING/STRAPPING REQUIREMENTS W s - -- FOR UPLIFT, SHEAR, 4 LATERAL O WIND RESISTANCE" ON PAGE A-200 } ~ NEW F.J. AS PER ® EA. STUD J Z PLAN _ ' (2) 2 xb P.T. SILL PLATES U ~ J Lo SECURE HANDRAIL TO WALL ON AT II LEAST ONE 51DE OF STAIR IN Q 0- N Y � COPPER TERMITE SHIELD PON SILL SEAL UPON HEADER A5 ACCORDANCE w/ MANU. 5PEC.'s; Tq SPECIFIED ON PLANS AND NOT PROJECTING MORE O II 5/g" (V HOOKED ANCHOR BOLTS THAN 4y2" INTO STAIRWAY; . w O.G / 5" SQUARE WASHER 8 PITCHED METAL JOIST HANGER - SEE HANDRAIL GRIP SIZES ADJACENT N m 0 E 411 SECTION ON PACE A-200NDNUT" ALSO SEE ANCHOR B SECOND LEVELOLT BY 'SIMPSON' OR EQUAL GI - - - - - -_. - z PIPING PENETRATIONS: Q (1) #5 REBAR II (I) # 5 REBAR 60" O.G. 11 CONTINUOUS r I � ; �2" MIN. SPACE BETWEEN KITCHEN I. PROVIDE "ABE5G0 FP200 FR ® � EXPANDING FOAM" (OR EQUAL) W AT ALL PENETRATIONS AT WALLS -J 4 8" WALL AND HANDRAIL a II 5" THK. (MIN.) P. GONG. 5/" PINE RISER O _ ;' ;- � AND FLOORS/CEILINGS. J Off GRADE BM. (5,500 1-51) STANDARDS FOR GRIPPABLE HAND RAIL IL I 2.PRODUCT CONFORMS TO A5TM E > 'd" C) 5/4" PINE TREAD N 514, ASTM E 54, AND UL 14-71q z PITCH GRADE � SCALE: NITS J I l 10" ffft - O CR055 5EGTION II MIN.' r Q �;z HANDRAIL 1-mE °II QQ GLEARANGE GIRGULAR NON-GIROULAR QzI" ROUNDED N051NO wNOTE:I. REFER TO PAGE G-0o3 w/y4" RADIUS 4"-bY4" PROVIDE (NOT INCLUDED IN N M N - --- ---- - - ----- --- N AND G-004 FOR NAILING PERI- 2y4" - --- - ------- II TREAD DIMENSION) y4-2 1 ASPHALTIC D STRAPPING OF ALL I� L� II AN x I METER MAX. bXb-IOXIO W.W.M. II WATER COMPONENTS EXIST. 6A5 --T o BETWEEN CENTER S 11 _ PROOFING x. SUPPLY UPPER ; OF SLAB I I I # SECURED IN PLACE II II () 5 BENT _ �3 aI I W DURING POUR III BAR ® (3) 2"xl2" P.T. STRINGERS ® m II Ij 30 O.G. _ w/R-21 INSULATION, IF UNDERSIDE II jl Oi z 15 FACING STORAGEMON-HABITAL SPACE tu NOTE: W 4" POURED SONAR I j i (1) #5 REBAR m m ALL PLUMBING 6 I f'- V II CONTINUOUS y" GYP. BD� �. FUEL 6A5 WORK II- 2 SHALL CONFORM = J 6 MIL POLY II II TO LOCAL i EXIST. BURIED PROPANE TANK U J MOISTU II, PLUMBING CODE d r RETARDER _--- ---._-- �j FUEL GAS I Q 4" GRAVEL BASE - - - UPON I1 TREATED 2"xl2" SILL - - -- — - COMPACT FILL i Il LI FOR CONTACT w/ GONG. (IF APPLICABLE) ' RISER - SUPPLY • _-- - _-FIRST LEVELOAS (3) #5 FZEBAR - -- -- -6" SCALE: NTS 31, MIN NOOD STAIR UETA I L 8" FOUNZ�ATION NALL DETAIL -2 INT�fi�IOfi� _ � A 301. SCALE: I/2" A-30 i. SCALE: 3/4" = I'-O" 8.00" (4) 3/8" H.D.G. LAG m BOLTS (PREDRILLED) -� - c MIN. 4" BETWEEN EDGES OF F I/2 SQUARE BALUSTER (STYLE TO SELECT) \ / - -"c p 5.00" 1.50" 3/E" THK. PL. m - ri/4�✓.�. P.7. . 3/8" THK. H.D. II GAL\/. PL. - �q 1.25" I O.D. SCH. 40 HOT GAP PLATE 'A' 3 / / DIP C�ALV. STL. COL. (2) I/2'� HOT DIPPED GALV. BOLTS ® i I FOR CONNECTION OF STL. COL. TO (2) 1-5/4�� WIDE P.T.i=.J. AS/1 EA. POST w/ OVERSIZED WASHERS 8 (A5TM A123) AS PER LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER z END NUT PREBORED INTO BEAM, POST, PER PLAN iv- O O PLAN WELDED TO PI DECK TIE 8 RIM BOARD A55EMBELY O O 11 - 8"x8"x3/8" THK. IN STL. BASE PL. n f P.T. BEAM AS NOTED j \2-- - (4) 3/8" H.D.G. LAG SOLID BLOCK ® 12" O.G. O (2) 51MPON DJT14Z (4) I/2" HOOKED ANCHOR 1 H BOLTS (PREDRILLED DECK JOIS'TIE ® EA. (I) I/2"0 H.D. GAL w/ Z V. THRU BOLT t p _ . BOLTS EMBEDDED INTO - _ - - FOOTING MIN. 4" w/ OVERSIZED OVERSIZED WASHER a END NUT WASHER AND END NUT SETUP / PREBORED INTO POST DECK w "SIMP50N'ABA44 j - - --- _ --- -.- - - ® COLUMN SASE JOIST TIE 0 411x4" P.T. POST NEW ROOF ---- - -- --- -:--�-—I - -- I - - GRADE NEW P.T. ROOF w �3A5E PLATE ' - II 51MP50N' H2.5A RAFTERPLA AS PER Q \\ / 550LIDONC w/ , FILLED U RAFTER TIE --- --- - 3/8" THK. PL. I THK. H.D. r /4 --- 1.50 GALV. PL. - NEW P.T. CEILING - I JOIST AS PER 12"x12"xf.'�" #"Tri. j1 O � ' GAP PLATE S' rw�T PLAN I N #5 BENT NEW FASCIA FOR CONNECTION OF STL. COL. TO (5) 1-5/4" WIDE L`� 8AR ® �A I I T n` L\/L LUMBER OR (5) 2" WIDE OR (4) 2"x WIDE Ib" o.c. �`c� ° '� DIMENSIONAL LUMBER OR 5.25" WIDE PSL NEW P.T. BEAM ;1 t AS PER PLAN �' � 5 TOP FL ATE 1� T I LS DEGHUPPORT DETAIL I L .STEEL COLUMN _ � �Q� NEW SIMPSON P064 SCALE: 3 SCALE: 5/4 - I O (FOR 5 PLY BM) NEW "SIMPSON" LUS26 - -O J �� SIMPSON BG52-2/4 GALVANIZED JOIST HANGER (FOR 2 PLY BM) PROJECT: EXTERIOR SHEATHING AS PER SECTION NOTES HAASE SIDING MATERIAL AS NOTE. PER SECTION NOTES FASTENED � BUILDING PAPER at HOUSE WRAP I RENOVATION ALL DECKING SHALL BE FAa w/ COATED DECKING SGREI^d5 BY " TO FULLY OVERLAP FLASHING FLOOR SYSTEM P.T. POST AS 5/4 x REQ'D NEW DECK DECK MATE (OR EQUAL) HEIGHT P.T. RISER BOARDS A5 NOTED ON P.T. DECK JOISTS AS I,� GAP FOR ►W S' GAP PL. AS NOTED PER PLAN PLANS NOTED ON PLANS ', DRAINAGE 5/4"xb" P.T. DECKING YrEL,".D rOL.;SEE 5/4 xb" P.T. 400 WATERVIEW DRIVE UP DETAILS NEW WOOD BEAM AS 4" THK. x 8" WIDE x SOUTHOLD, N.Y. 11971 DECK BOARDS "Z" FLASHING SECTION/DETAILS) NOTED ON PLAN WIDTH of STAIR P. '' GONG. PAD I"NoslNe frYP NEW 3-I/2" O.D. SGH. 40 STL. - FLASHING COL. (A5TM A123) AS PER NEW "SIMPSON" DR AWING TITLE: OUND. PLAN BY 51MS STEEL " 3ETWEEN EA. II" 2"x BLOCKING ® EA. DRIP EDGE P.T. DECK JOIST (OR EQUAL) POST BASE PER -- - --- 2 xb P.T. BLOCK IN f STRINGER. FASTENED TO P. GONG. I`(IO"MIN TRINGER TO MATCH SIZE COUNTER AS PER PLAN II osT sizE DESIGN DETAILS PAD w/ Iq/64" x 3-I/2:" CONCRETE OF P.T. DECK JOISTS JOISTS AS PER PLAN FASTENED w/(2) FLASHING gA�ATE 'A' WELDED NEW P T SCREWS BY "GALIBURN" (OR EQUAL) 5/8" x 5" LONG HEAVY DUTY GAL. T1L.;SEE EASE PL. NEW FTC. AS PER PLAN DECKING GAS RISER DIAGRAM - MIN. (3) SCREWS PER BLOCK ri I FASTEN STRINGER LAG BOLTS ® 16" O.G. INTO MUD SILL � LL5 FOR BOLTING �n� METAL GALV. JOIST HANGER --- -6 TO BLOCKING (MIN. b RIM BD.;WHEN ® FOUND. WALL FASTEN BY 'SIMPSON' (OR EQUAL) r GRADE NERS) w/(2) 5/&"4) x 5" LONG APPROVED " MASONRY ANCHORS 0 16" O.G. EA. J0157 �Q GRADE IN) 2"xl2" P.T. STRINGERS "Z" FLASHING NEW P.T. F.J. 8" ® lb" O.G. (MIN. 3 FOUNDATION WALL PAGE: STRINGERS 0 EA. STAIRWAY) Arm EXTER OR MOOD STAIR DETAIL -7 LEI7C ER CONNECTION DETAIL 8FEEL COLUMN DETAIL � COVERED PcRc.,H DETAIL hlk-303. 00 A-301. SCALE: 3/4" = I'-O" A-301. SCALE: 1" = 1'-0" A-301. SCALE: 5/4" = 1'-0" A-301. - - SCALE: 5/4 - I Oil DATE: 03/25/21 11 OF 11