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Home My WebLink About50062-Z of sou ryO!° Town of Southold * * P.O. Box 1179 �0 53095 Main Rd °`y CoeNrv- Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45879 Date: 01/08/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1505 Hiawathas Path Southold, NY 11971 Sec/Block/Lot: 78.-3-57 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 11/08/2023 Pursuant to which Building Permit No. 50062 and dated: 11/27/2023 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including unfinished basement with conditioned bathroom and existing sunroom altered to conditioned space (dining room), to existing single family dwelling as applied for. The certificate is issued to: Ellen Quackenbush,Edward Quackenbush Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-23-1332 12/23/2024 ELECTRICAL CERTIFICATE: 50062 10/25/2024 PLUMBERS CERTIFICATION: Rich Cannarella 10/21/2024 A or e Si nature i TOWN OF SOUTHOLD Ica BUILDING DEPARTMENT � y H g' TOWN CLERK'S OFFICE oy • o�� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50062 Date: 11/27/2023 Permission is hereby granted to: Penza, Charlotte 9 Walnut PI Huntington, NY 11743 To: construct additions and alterations to existing single-family dwelling as applied for per SCHD approval. At premises located at: 1605 Hiawathas Path, Southold SCTM #473889 Sec/Block/Lot# 78.-3-57 Pursuant to application dated 11/8/2023 and approved by the Building Inspector. To expire on 5/28/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,192.50 CO-ADDITION TO DWELLING $100.00 Total: $1,292.50 Building Inspector o�%OF SO!/r�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q -�► • �o sean.devlin(cl�town.southold.ny.us Southold,NY 11971-0959 Q�ycOUNTI,�c� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE - SITE LOCATION Issued To: Charlotte Penza Address: 1505 Hiawathas Path city:Southold NY zip: 11971 Building Permit#: 50062 Section: 78 Block: 3 Lot: 557 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Vue Electric License No: 5230ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 84 Ceiling Fixtures 9 Bath Exhaust Fan 5 Service 3 ph Hot Water Gas GFCI Recpt Wall Fixtures 10 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 67 CO Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 6 Combo Smoke/CO 3 Transfer Switch 200A UC Lights Dryer Recpt N Emergency Strobe Heat Detectors 1 Disconnect 3 Switches 54 4'LED Exit Fixtures 11 Sump Pump Other Equipment: Fridge, Oven, DW, Micro, W/D(2), 200A Panel 40 Circuits / 40 Used. (11)115Combo (18).120Combo Breakers, 200A Transfer Switch- NO GENERATOR Notes: Two Story w/ Unfinished Basement - Finished Bath in Basement Inspector Signature: Date: October 25, 2024 Copy Town Hall Annex Telephone(631) 765-1802 54375 Main Road = Fax(63 I)765-9502 P.O.Box 1179 G Southold,INY 11971-0959 SUILDIMG DEPARTMEIN r TOWN OF SOUTHOLD CERTIFICATION r- Date: t�' 2L Building Permit No.. Owner: QU.°�cyFr' ✓CK (� (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less th 2/10 of 1% lead. / ,r Lumbers Signature) Sworn to before me this day of 20 2,q Notary Public, S t 1 ! County F AUFEN7NEWYORK C,STATE O No. 01Ain Suffolkxpires Jan O®(0 �OP SOGTyo{o * # TOWN-OF SOUTHOLD BUILDING DEPT. �yco 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: let 'v 0 INi 41004- I 1YV' G�f, 6Q#A L Tva, ou 5". 6rv� 4v "fie JdAll 010 v Wod b d aila- e4Vi 4t Lan�q�ia� If q 1x ewe _d ,ew es �n lu 2d h .131azu hMICAJ �v9 k--,4 Pve— 4a, . DATE INSPECTOR / Ofr SO//TyO� � 6v� II� E;D� # T�N OF SOUTHOLI BUILDING DEPT. o HIV Sao 631-765-1802 INSPECTION [ ] FOUNDATION 1 STD/ REBAR [ ] ROUGH PLBG. [ .] FOUNDATION 2ND [ . ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [. ] FIREPLACE•& CHIMNEY. [ ] FIRE SAFETY INSPECTION = [ ] FIRE RESISTANT CONSTRUCTION . [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS_ : N1ILLIAC �fi_k4 da4lpr fix �- v� AA61AV A ot r � 6ecaU I.-t r a l Are o- fled — �`�� eJ_ f AAcL A 'tp- W 1 Pn .— Ilk l u g ) MCA �-o .ra.-_rv .. DATE 916 121Y ANSPECTOR -may OE 50UTyO� # # TOWN OF SOUTHOLD BUILDING DEPT. coulm, 631-765-1802 . 1 N.S P E C 10'N' [ ] FOUNDATION 1 ST/ REBAR [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ el--rRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION {. ] PRE C/O- [ ]. RENTAL REMARKS: 49 CgAlCiA JXX-t l 6 ,- �,c� o V erg a�,�a� � C� �e�• DATE -INSPECTOR sas I TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION [ ] 'FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ . ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ], 'FIREPLACE & CHIMNEY [ ] FIRE:SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR ' SO(/TyOlo # TOWN-OF SO UTHOLD "BUILDING DEPT. co 631-765-1802 -INSPECTION ' [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ :] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY":INSPECTION [ ] FIRE RESISTANT'CONSTRUCTION [ ] "FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS; `V901 IelN ISk <zAS4, NA- DATE INSPECTOR OE SOGIyo� '* # TOWN OF SOUTHOLD BUILDING DEPT. 10 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND. [ ] I ULATION/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: 't S cD &k&v c"4c_w4-e_,-, DATE INSPECTO a, i�'', .:� _�. �,� •� "� `� fir' � ��.�' -� • - ,r-. j �_ ' �_ - 7 .� •i _` ", _p_ � i �( I� ■ J.. 1 - ��' �. ,-£. _ ��. ')-'� ' - ----....----- �-- �` �, c�xr`, i ' ti. _Y�_ i� =y y�x fir- ""% �:J ;: :�� A.r i � � w�. � t .,. ,:vi ,. r ��. i t, i _ �Y � �, � 5oa6a A M P Arch i to ct u re Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build August 5, 2024 �/ J) D Quackenbush Residence ` 1505 Hiawathas Path AUG - 2024 Southold NY 11971 Tax map # 1000-078.00-03.00-057.000 gUM%DEPT• TOWN,OF 30UTI I,OT'' To Whom It May Concern. Based on my inspection at the above address,the foundation and insulation were installed per the architectural plans and meets NYS Building Code. Please contact our office if you have any questions. Thank you, Anthony Portillo, RA, LEED AP \�'�� OED A �t s Page 1 of 1 QUACKEN BUSH 1505 H IAWATHAS PATH SOUTHOLD Photo Report A M P Architecture Design + Build Foundation 1 4 I s PT P ht _ ° r AM P Architecture Design + Build Foundation wri�i�uri i pill .f $YY. i AM P Architecture Design + Build Insulation mow s 4 1 I 1 l.. 'i � N AMPArchitecture Design + Build i j Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections R402.4.1.2 and R403.3.4 Address of Test 1505 Hiawathas Path,Southold,NY 11971 Test Date 10/31/2024 Building Permit#: 50062 Compliance Pathway Performance Test Completed by: Chistopher Silvia RESNET Rater ID# 4150294 Hoene Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : Check if: Floor Area Volume ❑Conditioned Basement Basement ❑Conditioned Crawl Space 1A 1160 9280 0 Sealed Attic nd 2 1148 9850 *The conditioned floor area of dwelling is calculated in 3rd accordance with ANSI Z16S,except that conditioned floor Attic 5548 /aL94 �Incliu areas wher he ceiling height is less than 5 Total Volume 24678 CFM @50 pa 1209 Air changes/hr@ Code Compliance: Pass Duct Tightness: Post Construction Test- tal Duc Leakage System-1: 1st Floor Duct Location Basement Floor Area 1160 Leakage CFM @ 25pa 44.6 CFM/100 A'CFA 3.84 Code Compliance:1 Pass System-2: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFM/100 ftz CFA N/A Code Compliance: Exempt System-3: Duct Location Floor Arear��-�� Leakage CFM @ 25pa CFM/100 ft2 CFA Code Compliance: All building envelope tightness has been verifiedrand,conducted in accordance with RESNET/ICC 380 ASTM E779 or ASTM E1827,as `New.Y,ork State Supplement, section R402.4.1.2. The building duct and plenum required by 2018 IECC as amended by the 2Q20 system has been verified as required by 66 2018 IECC as amended by 2020 New York State Supplement,Section R403.3.4. Signature: J Date: 10/3112024 ChristopherSilvia,,Home.Energy.solutions i MELD INSPECTION REPORT DATE COMMENTS r ^ P ►o FOUNDATION (1ST) ------------------------------------ FOUNDATION (2ND) z �o ce��-i,�i /�+� o�=� ov�da•�ions. I,u�/dou� ojoa2 s % c1'0.�2 ROUGH FRAMING& 0//� PLUMBING �12oolde 5�2 % Ca/tr'1e i h27/wp `� 7• I-2 ua Gti I vjAb& (7l_. q-2d4� 4 INSULATION PER N.Y. STATE ENERGY CODE `Q ok, Go�"{�rw�e• S ►v�o�i FINAL I/ ADDITIONAL COMMENTS 23 Q.cro� 9,2 -5V— re_ o2 4 lz,�O 1 C.lb-)6 Lis -E-- 1 0 6 q Ll_ � o / r 10 b an c o t o a � -- I U- - I - °( 2 q cs •r %P-bty c RN- _ C t=•+h Get r ` � o z V' y x -- d � b =o� FEo�Koo� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT [r For Office Use Only PERMIT NO. v Building Inspector: NOV 8 2023 Applications and forms must be filled out in'their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an- Owner's Authorization form(Page 2)shall be completed. jW �;I✓I'Ttrv�v° Date:November 07, 2023 OWNER(S)OF PROPERTY: Name:Ellen Quackenbush SCTM#1000-78-03-57 Project Address:1505 Hiawathas Path, Southold Phone#:516-647-7227 Email:_q_qqq_Kqnbushellen@g.maii.com Mailing Address:1505 Hiawathas Path, Southold CONTACT PERSON: Name:Brooke Epperson Mailing Address:PO Box 152, Mattituck, Phone#:631 603 9092 Email:bepperson@amparchitect.com_ _ DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo _ Mailing Address:PO Box 152, Mattituck, N.Y. 11952 Phone#:631 603 9092 Email`aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition RAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $550,000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use of property:Single Family Residence Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 Non-Conforming this property? ('Yes,%No IF YES,PROVIDE A COPY, 8 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 bulldingls)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 name):AM P Architecture BAuthorized Agent ElOwner Signature of Applicant: -3). Al Date: l t I l 123 STATE OF NEW YORK) SS: COUNTY Of ) IC C —l1�g�Pl -being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing cont/r�dCtJ above Warned, (S)he is the Aaen (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 "nowle ge and belief•and that the work will be performed in the manner set forth in the application.file.iherew'ith.; Z , Y PBARB RA-H.TANdY k Sworn before me this Noterublic,State,Of NO*VO No. OTA6086001 _ day of_ �'�/ �'r duallfled In.Buffolk Coi<iltRy. zoa3 mien EzolreBs aDa� Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) G�t:ACl< EiJ8l. if residing at /SOS H /.-JY .�,,t -fA 5 Ion 115 7f do hereby authorize AMP Architecture to apply I on my behalf to the Town of Southold Building Department for approval as described herein. Owne '.Signature Date E L tin.' 0 vR C Kc '&1 L.�s H Print Owner's Name 2 •}l."9., c'a.r..-,r r.—'R" _; ..�i."ti3""=.:maw:.'...r . u.. .stiff 0( BUILDING DEPARTMENT- Electricat',Ir or C®✓�y� TOWN OF SOUTHOLD x�11179 202� CM Town Hall Annex - 54375 Main Road - PO Bo o • Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765P9 1NG DM' 71, iamesh@southoldtownny.c seandCc�south�i'�UR y Qov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 06/04/2024 Company Name: Vue Electric Inc Electrician's Name: Joseph P Piscatello License No.: 5230-ME Elec. email:joe@vueelectric.com Elec. Phone No: 516-805-2606 1 request an email copy of Certificate of Compliance Elec. Address.: 365 Kirkup Ln, Mattituck, NY 11952 JOB SITE INFORMATION (All Information Required) Name: Edward & Ellen Quackenbush C/O Marrcon Development Address: 1505 Hiawathas Path, Southold, NY 11971 Cross Street: NOKOMIS RD Phone No.: Luke Strand - (631) 603-9092 Bldg.Permit#: 50062 email:Luke Strand-Istrand@amparchitect.com Tax Map District: 1000 Section:078.00 Block: 03.00 Lot:057.000 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Additions and Alternations Square Footage: 12621 Circle All That Apply: Is job ready for inspection?: YES NO ✓❑Rough In Final Do you need a Temp Certificate?: Fv YES NO Issued On Temp Information: (All information required) Service SizeFv-11 Ph 73 Ph Size: 200 A # Meters 1 Old Meter# 098362605 ❑New ServiceO Fire ReconnectOFlood Reconnect✓Service Reconnect❑Underground Q✓Overhead # Underground Laterals 1 2 ✓ H Frame Pole Work done on Service? ✓ Y N Additional Information: PAYMENT DUE WITH APPLICATION Z2A\/1C,"- MOD &C 4a60 �_-7- aq BUILDING DEPARTMENT- Electrical ins or TOWN OF SOUTHOLD J U IN - 7 2024 Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 1 1 971-0959 Telephone (631) 765-1802 - FAX (631) 766e outholdtownny.gov - seand(cDsout n�y.g iamesh(d�s _o V APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 06/04/2024 Company Name: Vue Electric Inc Electrician's Name: Joseph P Piscatello License No.: 5230-ME Elec. email:joe@vueelectric.com Elec. Phone No: 516-805-2606 Z I request an email copy of Certificate of Compliance Elec. Address.: 365 Kirkup Ln, Mattituck, NY 11952 JOB SITE INFORMATION (All Information Required) Name: Edward & Ellen Quackenbush C/O Marrcon Development Address: 1505 Hiawathas Path, Southold, NY 11971 Cross Street: NOKOMIS RD Phone No.: Luke Strand - (631) 603-9092 Bldg.Permit#: 50062 email:Luke Strand-lstrand@amparchitect.com Tax Map District: 1000 Section:078-00 Block: 03.00 Lot:057.000 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Additions and Alternations I I Square Footage: 12621 Circle All That Apply: Is job ready for inspection?: 0 YESF-1 NO Rough In Final Do you need a Temp Certificate?: - YES NONO issued-on Ft/1 Temp Information: (All information required) 098362605 Service Size -11 PhF-]3 Ph Size: .200 A # Meters Old Meter# FV F]New ServiceEl Fire ReconnectnFlood Reconnect R]Service Reconnect[]Underground ZOverhead # Underground Laterals[]1 _E]?_�H Frame L] Pole Work done on service? RIY Additional Information: PAYMENT DUE WITH APPLICATION ZeA\A U_ $1 CD &Cl PERMIT# Address: Switches _ J Outlets GFI's Surface �� Sconces L, r� V H H's 6 :7 UC Lts Fridge HW Of POOL Panel Fans Mini Fr. W/ pump Exhaust Oven ¢ Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond I Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo 1 Cooktop Minisplit Blower l AC ti AH ( � Hood ] Blower Service Amps 2P—D HaveL40 Used L,�(Q) Sub Amps Have Used yj Comments L, r G� AMP Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)6034092 Design + Build October 9th, 2024 f i .�J t_t Southold Town Building Department OCT 1 a -024 54375 NY-25 Southold, N.Y. 11971 A RE: Quackenbush Renovation `' soJA 1505 Hiawathas Path, Southold, NY 11971 SCTM#1000-78-03-57 Dear Southold Building Department, Attached are the amended plans of the Quackenbush renovation at 1505 Hiawathas Path. The revisions include the following: G001: -Revised Hardscaping -Addition of Driveway Drainage calculation A101: -Replacement of Electrical Panel -Demolition of existing bathroom (basement)walls and plumbing -Removal of existing water softener tank and irrigation system -Replacement of basement windows -Removal of existing bathroom (2"d floor) plumbing A102: -Modified Bathroom #1 -Installation of new hopper windows -New entry point of buried propane line -Installation of transfer switch for portable generator -New mechanical equip. location A103: -Relocation of Air Condensers -Revision to dimensions of Master Bedroom Closet and Bathroom -Revision to stove location -Window and door schedule revisions A104: -Roof Plan Revision A201: -Front Elevation revision with the addition of windows K Page I of 2 AMP Architecture Address:10200 Main Road,Unit 3A,Mattituck NY11952 Phone:(631)603-9092 Design + Build A202: -Rear Window Layout Revision -Revised Condenser Location A301: -Partial Revisions to Roofline on front Fagade A401: -Addition of Ridge Beam to Roof Beam Detail S101&S103: -Structural Revisions Thank you, AMP Architecture Page 2 of 2 1 , I 80 sY'B I I I BASED ON SHOWN HEREON ARE C-S BESm ON 110ER 12400,PACE 201 I I I W 2 N . 4L� 9 i I I YAS•�S cv� }m�c ' TAX LOT 56 I VACANT_'' 11395 HIAWATHAS PATH (PUBLIC WATER) I LS 1 NO SEPTIC MRSIBLE y^ ff 8 1 � NO AVAILABLE RECORD DOCUMENT I t9' � €�3 1 9 I • ,b i I t9b' t9'10 9� +9M1x I 0 g GO imu O alit, N � 91 NB3°32'00"E— •�y \\ 137.18' vFNQ 11 I Z aim (FOR HEALTH DEPARTMENT USE ONLY) 1 FIND / I .2O. \ ON C�9 CNC O (\ I STK / ,2O.x, \ 5.2'� s.o'+ cc — Lf) :3 5 \ f.r NO VISIBLE WETLANDS WITH IN 300' NO VISIBLE WELLS WITH IN 150' CONC.PAO / W I € _e OF SUBJECT PROPERTY OF SUBJECT PROPERTY 00 /"'� — l �� C > 0� 3 LEI I IED TAX LOT 57 Q OV Q TAX LOT 48 1 A W �I loa`� ^��• M1,W ` >, a a FRAME RESIDENCE 'CP` t 4]0 HI WATER) PATH �' I > m §A4 n 2.0' 1 i STORY _` WOODED VACANT LOT L ME (PUBLIC WATER)o SEP1 1, nl / FRAME RESDENCE n _ 1�� NO AVAILABLE RECORD DOCUMENT 1 '�1 lr%1,fi RIDETZ66 t (n +�' 3e�E I n j H/F ST. PATRICAS RC. CHURCH SYMBOL LEGEND 1 ' tti / t SEPTIC MONUMENT END I `, W� + a'I �.� CIE PATIO SYSTEM �T N O I.vP./I.B.FND ♦ L /IB BET I j 6°W E 1 WAy SPOT ELEVABGNS ' I • __�__________-_1_L_-__mac 4.0'm 9.7' a .�1' / I �_ �p•� rC_ UTIUIY POLE UTILITYRPLLE W/UCN' I CPITENAY 1 Mf Z� UGHT PQE �_____�________� I I ` SIGN I I _—vN_—_ —____ FIRE HYDRANT T�9 r--- t! e ( 46.6' Pvt FENCE(PVC) I 650 / bykn' —o— STOCKADE FENCE(STK) —K— YNf AN LINK FENCE(LLF) ARE FENCE tL, O � d MANHOLE M1 I 1 K LE ^ Lf] F d Du7'A'-INT ®'a'-INLET O N S� (3 YARD INLET YARD INLET 6. / O .11 �A/C uMT I .'' i 132.93' ° —S83°3 0' seD sHD m ELECTRIC METER . I \ t �� 4.7'+ 4.6'� Ell [{�GAS YE/EP I I +I e \ // a ITT 910 m O 17 J a qgo WATER METER 1 .P \ p/ -11) 4.6' t O I CN I 9 pO GAS AL. t _ .n I Z O O -e7� p0 WATER VALVE TAX U)T�7 I +I L� I O \ 4'LEST HCLE FRAME RESIDENCE i ' I d M mrg: TREE $1620 HIAWATHAS PATH 1 I Q O 3 SHRUB (PUBLIC WATER) I 1 n NOSEPTICVISIBLE • BOLURp NO AVAILABLE RECORD DOCUMENT �0" O Lo $ WETLAND FLAG . ' X O ��24 D.C.DEPRESSED CURB Q N O W '�_y6. FE.FENCE ,'s � TAX LOT 158 I ~ I" I W U ,=g': FRAME RESIDENCE I O M > YN PL W.PWLNTFOURM b I I N It �N�o May MABQiR I . /1615 HIAWATHAS PATH W DO WELL 1 - O SEPTIC WATER) O � B/W BAY WINDOW I I NO AVAILLABLE RECORD DOCUMENT I 1 2 O Z V) U C/E CELLAA ENTRANCE I U O W '3 §LS 0/M OVERHANG DO R O Q W� I R/0 DOF 40. CANT CANiREVEP L.O.L.GENERALLY GN UNE E CRC SS CLT I Rc-3b Q STAKE I I Y h6SFE4 C/L LNc 1 q NOW CN.W.PICHi Cf WAY I i O O I 0 S O O I— :I- F- e 6a W F- D PD§$ I I O O LLI O TAX LOT 43.2 FRAME RESIDENCE I I I d y Q Z Zk p1720 HIAWATHAS PATH M✓L (o _ 3: Y6' gg NOPUSSUC WATER)EPTIC VISIBLE I I O 2 U O O . Yqo NO AVAILABLE RECORD DOCUMENT 1 ~ 3 C) �_ 1 —j J BS c$ 1 C LO 0 0 } I TAX LOT 59 I zo B ,;n FRAME RESIDENCE I p_ Io ~ LL O ®1715 HIAWATHAS PATH U d o$`a Y GRAPHIC SCALE I No PUBLIC NO AVAILA SEPTC NSBE 0 I BLE RECORD DOCUMENT �3Y 20 0 10 20 1 1 M O Z-91 LOT AREA o 1 -- -- ---_- --- I 14, S.F. A 0.33 A . F 0.33 AC. IN FEET NOKOMIS ROAD w 1 Q W Y3k'C'c ( ) I inch = 20 ft. I I o I (49.5' WIDE); bENERAL REdnREntENTs. /A-1N5TulAnoN sTAIOACDS: /A � � ��.�R'T�� Je �� 7 pRAINA6E SYSTEM LALCULATIONS: I.The rates Ica met hob a current Llqule Wale Lkcroe purouwe Lo Irota I I/A OWTS tmks according to mww!«toter i ` ® � f PROJEG7/ZON_IN6 P.47A _ .. TGTAL S.F. 2 IOUS ROOF COVERAGE=Ib4.H S.F. Silo k Lour6y Code Chapter 564.Artk a VI(Sept c Ind,atry •ewmreMatbro rrNle wMarmeg Nlth tlrou eta dmd.All -` -^ 1,64 TOTI x 2'RAINFALL EVENT a 2141 G F.STORAGE REDD 0,>Hsxes)nrougM1 tk 5Nlolk county acpartmcnt of Labor, ryplkable rewmmercbtero prwbee by file mawlactvw µall be �.- ® , I TAX MAP• 1000-18-05-51- Llwvlrg and Gwstmsr Affatrs,p-.some to Suffolk Oe,nty Lcm erplemented ©Q •�, � / p (U H'm DRYNBLL PROVIDES 423 G F.PER FT.OF DEPTH O_ Q g 56Y'14.The cepwtment of Labe.,LkeroVg aM Lomumsr Alfaro �� > ° .®®•I®� ® (2)H'O x 4'DEEP DYI PROPOSED- b F T RASE •*/ID D mantaW a I st or Ikeroed/A OhT5 Ma Meronce Prw dare. 2 The/A OY15 tank sMl M n>td ed d eve Hell dlrectlmm - � ZONING DISTRICT R-40 NC - 0 (with a maxkrvn mlwoae H ay alrectKn d./ero quwtw IauW on W ].All I/A OW5 moat be regleteree wN Ve Oepa-tment h a mh mim S-Irch Nkk bca d propwly lavelcd mtl comp«tce eantl ®® � .w LOT GO\/ERAGE DRAINAGE SYSTEM INSTALLATION NOTES W M e wN PrtKle 19 01 uro SNIot County Sdrutary Code (free Nam r«ke)w pea arwc A MINIMUM OF 10'SEPARATION IS REQUIRED BEN�EN DRYVELLS a J m prlw to the Department gontkg ccrt f cat on of campletad r~ - .`< WATER SERVILE LINE,UNDERGROUND UTILITY LINES,SEPTIC corotrvctKm m'm cal t'plwe. S./A OWTS Turks sno a provbee wiN a strgb e,4kt.A gUB•ECT PROPERTY 50UTI'IOLD TOWN COGS 13 '., COMPONENTS,LEACHIN6 FIELD5,SEER GONIPONENTS.OTHER c' d str but mbox/mmMle w d str but w leaµlrg strvctu-e may be A �� , _ - ORYWELL5,AND THE EDGE OF ALL FOUNDATION WALLS a' E S.M executca Operatbn cad IMmtcriw,w Lmtr«t beMcen Un requtred Ica ell xptem>wiN rrvltlpla IeaµVg atrueMes tmlcss m !;-° ®0 DESCRIPTION(FOOTPRINT) AREA %LOT A MINIMUM OF 5'SEPARATION IS REQUIRED BETWEEN DRYWELLS< O Molntcrmee Pro.aer and f'roperty o.xr must be ebmRtetl to Ve a temodve desk.b approved try tb Department. ®® COVERAGE p Department pr or W[pprwal of tb I/A OWiS regbVatbn="1 tk PROPERTY LINES Depw6n t b occordoroe wIN AKKIe 19 of the SAlolk Carley 4.The tap of the I/A oWfS tank sM1all rot be located grader Wm D r ' /{- TOTAL LOT AREA 14,HOE9 S.F. 1 CONNECT ALL SUTTER LEADERS TO NEAREST DRYWELL = IY }O SaNtan;Code. 23 loot w bee thin ero teat below Tirol areee. ®. fAg `/ � 7/ a-r ••!!! MODIFIED GWELLIN6 1,415 S.F. 10.4% O G N Z O 4.All -lled I/A OWIS we requred fa have m Initbl 9 w S.At a murmur.all mrp1 marbles shall bout 3FW.trotted �r� �® ® �® �\ • d '(g Namc y4 peratbNmar.erorm ee nm a tr«t.Al er Uro o ccss qx gs o gacc loco cd o er Ve Inlet me outlet. �®��= ' `. O ibc1 9 gxrctbr..cad mointwwee xrvtw wnV«!ho lroven btl x ei4sr 20-IrcF.abmctcr Nctcrtbn[cad © ®� �h�� ® PRGP05ED REAR STOOP 4H S.F. Q3% Design Professional's Certification Required. x N expo-cc"p•gserty�roro we e>ryectsd to matrtam m.aperdlm W.ea!-praal barb Cw>t Irm awes art themaplasbc covers d e 1 O O 0 y(p cad metntumw lr«t H«erm,ae.11h Ar[kle 19 el Ua f4al weds.All ro doll be aesld-aa Y.decmaw4a wIN seellm PROPOSED FRONT PORCH ql S.F. O.1% y CO s,llakLa..z„SwloyLaae. 5I �f trbatw.awa Submit P.E.or R.A.Certification for the a d @ FO S.Mu m I/A DNTE regwree d vent Va rode>bi ee veneea to Va 6 vhen>mPllrg meta as we apprwea to be-vta bd h a ® ®� ^f TOTAL AREA OF ALL STRUCTURES Ib20 S.F. II 4% Q Q a O wf a rcex w g ewvcd ppcs e t a a d e d tre ay w pork g rota,�e ma b e>~a be da>g ad o b - Installation and Construction of the Sewage Disposal System ;Inknrl e1 6 bchcs tk rod ro and tic top oI tee vent VdPK hewing to meet eb requtremcnts or AASfITO H-20 w t1 MAXIMUM LOT COVERAGE ALLONED:20% II eve a mWm rnlaweal xpwatbn d l2 im x e HS2G load g. �� E4r� �� Use Form W W M-073 s uloped ortlm d the rod.In eoxs nwsre rz b rot Pr«tkal to p [ p Ve eystem to Ne resberce roe.,a loy PI be piped!o T.Tla wtict brvcrt ebvotbn>hall be a mhlmum o!O.I look bcloN `r e exmew dr fro red«nee and mmnk,mte o mhuem d IH Iwaa trs Inlet k,vert elwatlm ppea a,�aii ee ixatee o mMl.w,nat o�9 fete err I�yaN nt H.smpl.g n�olea>roll fe„e m wtew rnmaw d 2 rest w m L doonroy me m;>e eermlrote wIN a carbon filter dcNw.All vcnt babe modal 2 fort�,2laat. LOCATION MAP Abandonment of the existing sanitary system must be in ppcs m:sC xwe a mhlmum dbmetw d 2 Klros. 9.mero>hd11 be a maxlmm rotenum depth ba1oN tra wtlet Imrert SCALE:NTS 6.Irotalldkm and col the I/A OWTS mt'st cor#erm to tha ebvatbn of six e,�ee. conformance with the Department's requirements. -� 7D aecartmentb appr d I/A OW5 guidance document prepwad in danw with eM>tardwm ew•Approval ob Mar<�cnant of Ia.Ail x.wr p,pe perovdbre bl fro eurplFg rrcaYleb>hell be /1 Inrovdlve and Altcrrotivc Ororzc Wastewater heatment$steno.' watcrbah0. NOTE. , VACANT O ,., _ ___:o_ Submit completed form WWM-080 as proof �/ •- 1.I/A M o[51sN RE ELELTRIGAL REpIn I.FLOOD MAP DATA: CREASPACE/CEMETERY) OU ReMENTs, REMENts' MAP a,%103GOI66H I I.VA OlttS mr,ks doll be wn>wcmd of MAP DATE.0925/2009 EL.=19.13' I 11 1l M prewar wvrem, Iswtwgllomlse,n p ooclycecb'ydloenmccp uoRhchv Docppyborrtem,c tntat rnap m diks eo rw,d IaONNeYrL RR 1. W h FLOOD ZONE:X _ - 506°25'00°E pdcal AltrnteN,te pe Appedx F,.-,e. I _ T W box ncu be mooted or 1 wtslw well of Vc..tIc 1(prcferoble 2.SITE INSTALLED A'f1 REGUI T FENCING TO BE 1 - - - 105.00. SIIRu room,cad rd o INkg space).tither IocaVoro Ica rmnlo-g INSTALLED A5 REd'IRED BY THE TOM OF 2.W an m I/A OWTS requires d septk tort Im pretreaNnen!Ve the pw�al box will ba wraldcrcd W Vc Ocpartmµ!n,o gOUiHOLp, _ k , e�ptK teak shell be«alorsd T acewdanw With eectlwe 5-101 -coat bmb roes wiN I/A OhTS muN«firer epprwal. tt -- - �../ 5-IG9 of Nia etaneaa. S.SURFACE NAMRS OR KETLANDS ARE NOT 2.Thc rare of Ve VA OviTS O>N Prwl«r suet do clewK LOCATED WITHIN 3C0'OF THE PROPERTY. ^� 3.Unleea cVerwbe epeeifbd.tb IeoµYo etructue/ayatem these bentllietl on the cutabe cI the purer mtl Ywktle o phwa n.bet m I t L i✓J follows m I/A OW1E s 11 be acalgnea F«ceraarce wiN xctlan to contact Fcast d alwm, - t I P Q 5-lOt aM 5-IIO of, >tardwd. 4.ELEVATIONS REFERENCE NAVD MIS N •i n 9.Extwb parol pl«cmcnt cndblc>tb wetcm to be xrvked d a1 v A.At a minbltm,all I/A OWiS treatment tmb>hall lave 2wnch my time,elimsathg tk reed to acwx-1i Irobe dI ba bulming. 5.NO VISIBLE WELLS ARE LOCATED WITHIN EL.=19 I red access opentno>to gods located wet�ro Inbt and 4.The porol Wx mint to.Rhin.new d the system lowt-to hetP 150'OF'SUD.ECT PROPERTY LINES. l Q outlet.Loves droll be alther 20-LKh dlmmcter Natertlant and Pactetatc operdkn arc nnmlr-ronca. ec[p«f I«kM cast trm wvwe w Vermaplmtk fevem d 6.PROPOSED SEPTIC SYSTEM DESIGN INTENDS EXIST.SEPTIC SYSTEM COVER; 1-1 grate ce.All covcrs and cnlmncy>/.hero moll be desly,w in 5.The can 1 F1 pmel snarl be piaccd d a cmdortable hela t fa• I I SYSTEM TO BE ABANDONED actor uiN xctian 5-III of Nb atwdwd. sue In doves wIN Federal Emerge.y Mwagerront Agency TO AVOID T/!E REMOVAL OF ANY EXISTING PER SCOHS STANDARDS (FEMN flood tone regNremenb. TREES.THE PLACEMENT OF SYSTEM 5 Mtn a VA 0t ;s approves to be vatolled m a erivewy w COMPONENTS MAY BE ADJUSTED PROVIDED I Parking ova,tha,nit-11 be dcsigncd urn/w betal lcd to 6.The panel s 1 meet Natlenal Electrical Mavfachrero THAT ALL REWIRED MINIMUM 5ETEACK5 I A wN>twd \ � H5-20 w N-2C IoodNg os a<>E__,9 AASNTO. A>sxbebn N N ax epecliKatbra. ARE MAINTAINED.INSTALLER TO CONTACT b.F boat a•Ydero still rot be teed Wan m I/A OWI6 Is 1.All bebw ode str t be fvm H electrkol emNR.The ARCHITECT IF RELOCATION OR --T' utilized m mean d sew dlt pt,m gr hg me REORIENTATION OF COMPONENTS cgs pa>al, conent mst lave appropriax scars is pravcrrc gmcs and molatirc REQUIRED. I / EXI5TING GONG.PAD L- hra the corbral pond w frKtlw boxca. / I T.Water saftersro chair rot dlxnarge bees I I/A ft.ob tiro Four re« \\ J D.P.tmen!recommeMs rooter sdteror backwash be corrected!a e.Faµ system eno11 be cquippcd.rich a Mctlmbg wmnbg vntcm THE FOLLOWING LOTS WITHIN I50'OF PROPERTY I \ mite dywell a<ceptoble to Town w Village b I-S ,.,hiµ wi11«tNete wdble mtl vlwal alwma flat din ties.testily acpwtmcnb. sem cad heroes W the occuGG,ts d tb bullaha xrvea.he UTILIZE PUBLIC WATER A5 PER SCWA: \ H.IIA 0-tarots s 1 be watertlehl eM wroweted d ecuro and Depertmen!recori+rer«o telematry deNce be H>tallee to arcbla neterbt_Vat we rot si.ebet to excexNe wrroakm w Pave Imredbta.curate alarm rotllkatlm b Va O.M.provber 5CTM d1000-1H-5-45M tea tv the osM ayvwment 51-TM a1000--1H-3-41 I PROPOSED \ ea. SCTH a1D00-1H-3-4H /I EXI5TIN6 PAVER BLUESTONE REAR I \ <.Sdtcns..hµ we rot«siwao to Iiaw to arw'W we SCTM sIOGO-IH-5-55 PATIO STAIR AND LANDING 9cAll twks n.u>t ties watertldrt.TNa meHed>d ensulne tanks cue recfnma a to to egvippcd NiV o cantro(pwet I+1Ur mcaro cr gGTM.'CO, TH-3-5H 1 wotertkf�shall be elttar vacuum to site w,.ester presswe teatxo cm„r<ti:n o perrabk eerarder re eperera tha aptem dfsg a meU,am follows, SCTH a1000-1H-5-59 par,w artaae. I \ 1 m>ting�seal-empty turf cad apply a vacuum m lour _ \ (4) J,ca(IOOnrr�d mcrcvy.Tc tmk b approved If 90%of I.Tha cicctreal�u,ctiw box scrvay the pur:p mates and froth I \ vocwm.M1eid for era minute, mat be rmeertlgnt ore lacatu wtsbe the I/A C-twk chwnber, 5'MIN,-/ �� I EXIST.BILCO 1 Il.Yk+ter test Scat tank;I'll tmk with rooter to outlet enwt 2, D'oz4 STAIR \\\ mg: by blowcro bcotctl cat>ide of Lb I/A OWTS w,1t mnt be placed e tin,Ices •,d Ica 24 hours.Relill Me tmk b Ne wtlet Wert w poa(ewuete,p. w IGsergb»)od have a xvbproof / ON / SUNROOM after the 24-har perbd Is carplcte.Let W tank stmd fur m cncbsvc trot. 111I'-� \ PROP.A/G EXIST.A/C UNIT EXIST.I STORY 1 add.I-IO+nr Period.The LaMc 4 cep' II water level 1e / I I - ��UNIT 1_ ^LO REMAIN RECONSTRUCTED; UC BE I held Ica the IOHov perbd.cater p• a tesetrig to 3.All purps and Nod trees mat be occeasibb and servkeebla VACANT LOT / O. �1 : SECOND FLOOR REOONSTRUGTED; \) ccorrtrcMeO Co be doe welts diu Nstalldbn. free accc apcnmas. ADDITION OVER CONVERSION TO I r EXISTING FIRST I CONDITIONED LOON 4.The Iloata ebll be dt«hctl to a 5chctlub 40 PVL float Vec / SPACE I tbt can be trolly removed Pw ewlw w aeJntmsrd.The flour PROP.FUJIMAC / I efnll rot be dlaGatl to the Twee main. / I.Nen-convete p'aldxkdted I/A OhTS CaNc>sMil cor:lorm to the / I AIR BLOWER APHAC)rol Pos«laths d Plu.biro aM Mccbnlcol GFieiole 5.ha eepwbreri eMll otncrvc Ve pump system apwcte tHwdi E%IST.ELECTRIC (IAPNA(l)'Merlcw N'ctlwal Stwacrd Icr rhelabkc4G 5eptk a.curer operdVa ciao. i iL Tenka'ANSI ZI000-tom and mu appllcobb revbiwdM1pOetes. METER(AEGVE I/A I I E.ImpecVw fro leaks«d the Icrw main Iitemea will to mue / I ONTS BLOWER) EXIST.IS-STORY ND.FR f 2.Nor-cwwete torte shall be I«tdry axenbled or meemaled anirg the pump test proceaue, I I r f Vs Bete/str(a.tkn f«IItW bu a certified representdive cl Va m 1 PROF.FUJICLEAN ALARM Dh2-STOI W BASEMENT z PROP. N u tank mwul«Wrw. 2-STORY PDDITIONS;E%IST. FRCP.F[jJIGLFAN a CONTROL PANEL GARASE W 5LAB ON GRADE PROP.2ND STORY / PROP. S.Each tank shall be laenbficd b'U the mawlocWrcr wIN U+c GENT I/A OWT5;VENT PROP.J'PVC AIR Lit@ ADDITION 10'MIN.-, B'h4' 1-5'MIN. �u or Logo,copoclW and rumba d apwvgs,ob TO RCOF AS REQ.D (4 BEDROOMS) date amowl«-d,permmentl martetl d the b11et end o!the tonic (PER IMfYI.SPEC.5) \ ° / PUBLIC K6 E y J.fiY 26.2015 I I �- F.F.EL.=23.45' _ / PUBLIC WATER a,All walb,flaws,r p ale accf wvev shall rewi m applied I_ r--- GARAGE SLAB EL.e21-55' fww of 9ro ponds per equwe foot(P.N. TEST HOLE DATA 1 ry MGDONALD GE05ERVILES It•- S' PROP. E%IST.OI TANK O 5.Prewar wwe[e covcrs orb rbcv we rot permt[tcd m MIN. L.O. / LOCATED I.L.ASEMENT ' rim-concrete testa.unb>s otfcr,+ix approved!y fin maMaaWrer. POL 1255 o b o 6.Merever pr«tical,non-wrorete I/A OtV15 tarya shall rot be S(631)1 5-3GT1 1 10' _tJ PROJECT: located withb gourdwoter.Fw In>Wlldlmns Vat we placed M[Nn I 1 / I 'I dwaer.partkl pr tbe�tendTNgm,alldiw. 3� /I QUACKENBUSH y becbirg,cad b«kllllo-g td prevent domagc to taMC walb,aM all F1.•206' I !cab aM1wle ties sole b ties mawfachner cwrpletsly assembled.1I, _ 5' ? B EXIST.I STORY / becaise dr tile,the trot b tleINered td tM site N sectbns,all OL DARK ISRGMI LOAM MIN. /h 6ARA6E i SEPTIC pkb abll be xabtl wRh watwtiah=gaakeb.All tanks shall Fa ID'__ \ �� , F OF tested fo•water Lightness elµ.W Lollatbn vsirg a method aRO:^N SILTY / ap«Ilbe to LM ncM«Wet aro opyrwed G tM Oepc•tmsnt. 5MIS E/ I 5' 2'M.IN. �PPi 10'MIN.- FROM PORCH rJ-cn LwKa we mstollcd 1n oravcr.atcr,Ve acsim SD'-- MIN, STEP k don ehbvlt a,ayar y wk�laebn>w prwd tl-a slant ` H'dxH' r 1505 HIAWATHAS PATH o/fie lark(w1V w wiVdut wcY Ira w trc addtiw of talbsU Will be at Icast 15 thee mroe than tb weight of file wafer eiepl«etl. 1 I I SOUTHOLD,N.Y.11971 Tha a:dyaroy wlcNdkn>crow be awes u>u+g nlgheac xpected/recorded grwrdNdcr elevdbn w1Vi Nc tank empty.Sall I EXIST. MODIFIED I defermini�Ne mountt o sanehorVg oballmebnieloht equlree. , I I' P E ASPHALT WALK ASPHALT \ I ) DRIVEWAY I Q DRAWING TITLE: I ' --� O NOTES \ I / FRLPP 10'MIN. 10'MIN.-ice I, MIN. .� K SITE INFORMATION SP PALE ERahN / e'mxH' i '`�' SITE PLAN SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL FISANa I I > 6A�L°&F°F�° H.S. REFERENGE NO.: R-23-1332 o L I I y�r PROPANETAIWa 1oC 3 2 m �\ 1, TEST HOLE v i O PAGE: EL.=206' PROF. ri SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES \H _ I p SP-101.00 It // SbO.GO' Z PERMIT FOR APPROVAL OF CONSTRUCTION FORA �'1q f w _ _ _ / __ _ ___ _ _ _ _ DATE10/03/23 1oF2 nD a SINGLE FAMILY RESIDENCE ONLY `° �"E'� AER - �L_\ - `- _ - 105.09'- EL=1Hbq' U ENLOUHiERED. EXIST..UTILITY POLE NOH°4T'00'W� e OVERHEAD 7 FJJ:CTRICAL WIRES EXIER WATER C SITE LAYOUT NOTES: METER I.THIS IS AN ARCHITECTS SITE PLAN c IS SUBJECT TO VERIFICATION BY A LICENSED - ---- SURVEYOR. THE INFORMATION ram` ___.____-.__________ _____ O DATE 10/30/ S. R N R-23-1332 REPRESENTED ON THIS SITE PLAN 15 TO THE 9 EDGE OF PAVEMENT ��'' ARCHITECTS BEST OF KNOK-EDOE. r0 APPROVED G � 2.SURVEY INFORMATION WAS OBTAINED H I A W A T H A 5 PATH FROM A SURVEY DATED SEPT.EMBER 6, i 2025.MOST RECENTLY REVISED O 5 10 20 50 40 50 �•� FOR MAXIMUM OF 6 DROOMS SEPTEMBER 21,2023 AND PREPARED BY: - EXPIRES THREE YEARS FROM D OF APPROVAL SCA-ICSOUTH BLAND AYJAVERVEYIN6 _ 9TF 3740 �O I SOUTH BAT AVE GRAPHIC SCALE OF IN (SLIP,NY II151 SITE PLAN TELEPHONE(631J 95i-2400 SCALE:I• IO'-O" i i I I I D�fi�, I = II BEARINGS SHOWN HEREON ARE I w P W BASED ON LIBER 12400, PAGE 201 �� rp o�oa (j)Lli wz� J Q s<� I 6 I O + p e zw4 J le�2- =zw- bx/ I I TAX LOT 56VACANT I i I #1395 H AWATHAS PATH I o o aQ�z (PUBLIC WATER) < I ( NO SEPTIC VISIBLE yA o 0 I NO AVAILABLE RECORD DOCUMENT I �°' w,z x I I I ,az z i,� I 5 e titi I m�2o k,o x O STK or'n�i FEN O w z I x a WRF/STK 0.St �j �� o� FEN 6FND N83°32'00"E x ?os Lo 6' STOCKADE FEN. 137.18' 03(FOR HEALTH DEPARTMENT USE ONLY) I I 1 x 2 -7 �ti SHD FNDo X 20.2 SHD k10 5.7' STK — o�wz In NOTE: i�4IE: +�� I pN 5.7' O> >- a D�w o o6 NO VISIBLE WETLANDS WITH IN 300' NO VISIBLE WELLS WITH IN 150' I pN SEPTIC ^ !q) z o o o OF SUBJECT PROPERTY OF SUBJECT PROPERTY O \ON \ co (EXISTING) N 4 SYSTEM14.4' \ Q y S j Q I o p VINYL SHED 11.1 /� 3 r I oy N \ON ON CONC. PAD W z 3 �mk� xo 6 x Eo. o off ti` 9 2, y k� k�o tiory o 0 0 x - 00 26.2' 1 2oo II 48.8' f �.wz + I ! > zgw TAX LOT 57 Q o= O Q N y TAX LOT 48 A W I 96 k xti ti`x i Q N [� �6 a l FRAME RESIDENCE ti Q I k1� ° L p z #1470 HIAWATHAS PATH >I UNDERGROUND STORY rOi(PUBLIC WATER) ' �� WOODED VACANT LOT mNO SEPTIC VISIBLE a I PROPANEE RESIDENCE NO AVAILABLE RECORD DOCUMENT I ~ o I TANK DGE 42.66 LSYMBOLLEGEND i Lo #1505 O N/F ST. PATRIChS R.C. CHURCH c- C 6 ry FL 23.45 B41CK SEPTIC (n� l �' !°ti oti +� Q 0El MOtJi iMENT FND �. �h I k x SYSTEMFND xO I ;0C/E (ABANDONED) ToO I.P. / I B. FND MON (n5000 I.P. /I.B. SET + I �— � •` - 9.T� -------- ti �SPOT ELEVATIONS _ ,0 kUTILITY POLE °x ° ASPHALTGUY W RE DRIVEWAYUTILITY POLE W/LIGHTY'D , aLIGHT POLE _ _ I c� I �� o°A 38.0' tio06 a> SIGN I m ° Z, n�uw FIRE HYDRANT I ,1�9 1--- \196`L 46.6� I SLATE PAVERS w om�om o PVC FENCE (PVC) + STOCKADE FENCE (STK) —X— CHAIN LINK FENCE (CLF) s WIRE FENCE O ��\ ^ i o6 ko- � 3 0 MANHOLE I I CV ,Lo`t' I ,yo N �' M3 "A"-INLET I Q I I e k Cl 0DRV -$'?=m zwo .g~\ DRV N"B•-INLET 4.7 O 3.1 -- ,� 0® YARD INLET YARD INLET $x =. O Q�w> E�ECTRIc METER +,��' ��,+I 132.93' ry°�6 S83°32'00"W 47°; 4 6C UNIT �; +Ill �w = © GAS METER I I I x�0 12.2' SHD oe° O J z a `o`a o © WATER METER i I a6 I o 19 SHED 14.8, x, N Q p4 GAS VALVE I k �o x�°o I OZ O O 3 w z WATER VALVE TAX LOT 47 I I �9. I � ► p N s Q� TEST HOLE FRAME RESIDENCE 1 I x #1620 HIAWATHAS PATH I j I I W 0O a zoo z Q O QONza TREE (PUBLIC WATER) ( Q \ SHRUB NO SEPTIC VISIBLE I I I__ UQ w • BOLLARD NO AVAILABLE RECORD DOCUMENT Op` A WETLAND FLAG I t �,<... X O � O � a w z P o D.C. DEPRESSED CURB Q Q N W FE. FENCE ,�h� TAX LOT 58 --- 0 MAS. MASONRY 0 z m x k y�O FRAME RESIDENCE W U z z _ PLAT. PLATFORM ( 1 Co!� #1615 HIAWATHAS PATH I N o oo 0 o w 1 (PUBLIC WATER) i (/) I;L " W.W. WINDOW WELL B/W BAY WINDOW I I NO AVAILABLEPR CORDIBDOCUMENT I Y � 0 � j o C/E CELLAR ENTRANCE U O m g a a I x Z W U >'zp=i O/H OVERHANG 0 I m ~ 'aoC< R/O ROOF OVER 1 +16 I 0 U } m n N'o 0 0 CANT. CANTILEVER I I � ( m o 0�00 G.O.L. GENERALLY ON LINE ® CROSS CUT ^ 0° STAKE I tJ mozoo O/L ON LINE 1 --I z a 4 W a R.O.W RIGHT OF WAY 1 I Q O O o Q w p I O >w� aQWo� 1 W zo Ym<o 1 I I O � O 1 O (n LLJ tt3�a� I I I II zz ��Z zwmn<�=oy=m�-w 0 oaoTAX LOT 43.2 Q FRAME RESIDENCE op #1720 HIAWATHAS PATH (PUBLIC WATER) QoO wN�0Nm NO a SEPTIC VISIBLE I11 1 I _ O 0NO AVAILABLE RC RECORD DOCUMENT Qam��og�o �woaa a�n�azi z Q —_ — _ Q J= z6 o> > > O oPcopi 1 I TAX LOT 59 I z z A/ = LL a w I 1� o 1 FRAME RESIDENCE 1 O L0 LL Fow�x #1715 HIAWATHAS PATH 0 0 C) a GRAPHIC SCALE , (PUBLIC WATER) I < < o O (n oo N Ji NO SEPTIC VISIBLE Q Q w C) s z z a I NO AVAILABLE RECORD DOCUMENT n 0 L N U) a N f 3 0 20 0 10 20 1 I o W o Iwo ok- J o o o °troy~ I NOKOMIS ROAD ( N ( ) 1 I CO c0 N Q IN FEET LOT AREA N 1 inch = 20 ft. w "o w, 14,180.89 S.F. w Ow(49.5 WIDE) I 0.33 AC. > x 1 Qoo�� r7 N — w 1 �gawo t a� •` *'�,�;�5':r ��.,,f vM�► "�' C1�'�S"!aj?"f•; T �4�"q-' A r� _ d' ; . fit«,' ��+ + •r .*i, ' ""s, -- -- -- - - - -- - ---- ---- - - - ---- - - -- . , at ',. ,. a +c'•` � „ / Fr--- 85ROJECT ZONING DATA /T c '�'�7 — — — � TAX MAP (000 78 03 57 z ., • # T } :, a '�. 'w '. vA"M.: " "v p 'e *� L ZONING DISTRICT - - R-40 NG Q r --4WT-, I f 88 4 ." �' t �., ��;,// '�• - " ,"°��';'� LOT GO�/ERAGE cu M is ,�..i ,� - °* •; " a � ,� ,x� SUBJECT PROPERTY : �* • `v "�7 : 50UTHOLD TOWN CODE 280 124 Q +, +ya"S �� } �,*'+ is`er S"�' 9 ,',.. -�'r•+-'F"' 4 •q f_' 1, , ; 90 LOT +°'� � } '> I DE50RIPTION (FOOTPRINT) AREA S .T ,,' s. ' '., �' ,.►. +• / : COVERAGE p o�� ,' �,: } F- a "�+@�i�t'�•+s,��,� '�'" ,.." r.a,'�•��° �F/.•a(y, k O T�Tn 1- ^ •� �/ f 4 'v sW 5�' �' K 'r'" � "! '- 1 -�R',�',. -� ,„w, ",."dt�;.: ¢`"kw'w r"F' _.✓' ` ,. •% .IR, �'i, t �'r �9"°''-. , �L-LO A., EA 14180.8q S.F. L r— r- Z }' "� ti € r. t .. a �a 'r1� a +► � "`� I f 9 ,, i°.•. ' .. n MAIN DWELLING 1,475 S.F. 10.43o 0 N + µ�t p* cl v y�� ' y6 �lA4 --____--_- --------_-- -_-_- �I - - ( -- �" •fB -Y C1' � REAR STOOP �i 48 S.F. 0.5910 A X N .. v � p q "`, ' .+ •f� ;� „�.�► . ' " , , ` ;, j . ( �. FRONT PORCH "1-I S.F. 0,7Y O m '� _ r:% ' ,a •+ry, i. A, k1 `,%! �'° wF. ,r,.4r, '"°"�6 ��F"y4+,'`} -. __--_--------_-_ _—__ ._---:.- - -_ _J —_—__I O �..1 ,^ TOTAL AREA OF ALL STRUCTURES �' 1620 S.F. 11.49b O <4n� �., °�. •9d', F 't' i a' ' {,;�, '��, +"��.r '�`' �• ; 1 t]qR�p a� yd .:!��,�""�j �a Js,.t�s- x r a✓!`» ..4� '9`7A,•;� -^, _- - -- '`- - `-_: - r« - =w- -- ------ —�— —= Q r— Li 2 O tF�.a ''� ,�,� •F yt w+"lF 'Y° ./`�, , . A I �. � ,� •'°• - .,; d a apt °�R � +� i ` ��*• r� MAXIMUM LOT GOVERAOE ALLOWED: 20% .r •,+,��` r,•' �+! r ' 'S i.'!`-i 1F".`.."y� �tr .�a.��i" h,'� '�Y iC: •y-.-., .,..., �+�l�s 4 Ax�'a_-} dk. 2A� r i f rrjT i <1 n , 41 LOCATION MAP 5GALE: NT5 NOTE: VACANT LOT _ _ C) I. FLOOD MAP DATA: (RECREATION $ OPEN EL.=20' MAP #: 36103G0166H i EL.=Ig.73' \ SPACE / CEMETERY) -••L-j m MAP DATE: Oa/25/200a FLOOD ZONE: X (_ -_ - - 506°28'00"E 2. SITE PROTECTION/SILT FENCING TO BE -- - "'- . -�_ \ _ 105.00, • INSTALLED A5 REQUIRED BY THE TOWN OF 3. SURFACE WATER5 OR WETLANDS ARE NOT `q 0 LOCATED WITHIN 300' OF THE PROPERTY. 1 Q vJ 4. ELEVATIONS REFERENCE NAVD Ig88 ' — 5. NO VISIBLE WELLS ARE LOCATED WITHIN 150' OF SUBJECT PROPERTY LINES. I I \ EL.=lg.bg' m ^` ( ) w { � I -- - 5' X 5' PATIO ON \ GRADE \ 1 GONG. PADBLUE5 \ THE FOLLOWING LOTS WITHIN 150' OF PROPERTY / REAR ONE \\ UTILIZE PUBLIC WATER AS PER SCWA: r REAR STAIR \ �, / AND LANDING SGTM #1000-78-3-43.2 SGTM #1000-'7&-3-4-7 SGTM #1000-78-3-48 ( / ON GRADE CAMBRIDOE LEDOESTONE \ 5GTM #I000-78-3-55 i (BLUESTONE GOLD 414 ASI� SGTM #1000-78-3-55 5GTM #1000-78-3-" - 0 DISTANCES TO SEPTIC SYSTEM COMPONENTS II ) ,, / � � � \ r} � (MEASURED FROM BUILDING CORNERS) T 1 5'Ox4' B1LOO f I \ a --- ----- D.W. STAIR u \ A/C UNITS UPON 5YSTEM COMPONENT CORNER 'A' CORNER 'B' GONG. PAD I STORY J \ Q "G" - FUJIGLEAN GENT I/A OWTS _-2-7-0 -- -- -- - - -il ( I --- IV' -- "- (CONDITIONED) w 17.0 VACANT LOT / SUNROOM o. - 20"(P POLYLOK D15T. BOX 55.0' - I1.5' )�) I� u \ / } 0 a - - S -- z "E" - 8'4� X 8' LEACHING POOL 36.0' 14.0' SECOND FLOOR 1 8'cDx4' o --- --- - ------ - ----- l �' ADDITION OVER D.W. / r m --==II==11 ===I--=-='_-_ :-_.__-_ ==1i� --_-- -_-_� _-_-- - ELECTRIC METER \ o F 8 0 X 8 LEACHING POOL 50.0 2-7.5 FIRST FLOOR MEASUREMENTS AS PER SYSTEM INSPECTION CONDUCTED ON APRIL 4, 2024 1 l I 1.5-STORY HP. FR. DWELLING w/ I f a J Z BY PATRIOT SITE DEVELOPMENT. I BASEMENT 8 2-STORY ) NOTE: MEASUREMENTS ARE TO THE CENTER OF COVERS. { I ADDITIONS; 80ARAGE w/ SLAB i\ ON GRADE 2ND STORY A, %._.,_. _f...: _ Y. ,._. _ ^._ FUJIGLEAN ALARM 8 ( BEDROOM ) ADDITION / rI Lu CONTROL PANEL 4 S DWELLING w/ 1 ----- -'- ---- JULY 26, 2023 , t M �} ( F.F. EL.=23.45 / PUBLIC WATER cv N GARAGE SLAB EL.=2156' (y) W TEST HOLE DATA ry G.O. / OIL TANK LOCATED IN Q MGDONALD OE05ERVIGE5 00 p o N FOS 1255 i � BASEMENT SOUTHOLD, NY I1g71 ((031) 765-3677 i 1] ___ 1 STORY GARAGE `. PROJECT: ' I / EL.=20.6' PVG AIR-7/ - -- / ( A' OL DARK BROWN LOAM LINE / / Q UAC K E 1 �B US H I.O — r \ / �C�Eli !IC� E — SEPTIC BROWN SILTY SM FUJIMAC BLUESTONE FRONTAIR SAND , BLOWER PORCH 8 STEP /� / - ----- ----- :� f I ; / � / /w 1505 HIAWATHAS PATH Q SOUTHOLD, N.Y. 11971 4:. DEC 2 3 'Mo �' /o \ I / ASPHALT / Q DRIVEWAY i DRAWING TITLE: / O 1 NOTES \ (� SITE INFORMATION PALE BROWN W SP FINE 5AND I ` / z SITE PLAN SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL / 50o GAL. 1 W \ � � `� BURIED H.S. REFERENCE NO.: R-25-1332 p \ / a PROPANE TANK o y L \/ TEST HOLE i — \ o 1 PAGE: ( t [� m Sf�AGE EL.=20.6 / N O r- !-.-1 t. „�0!>°° � V � v '. li." H A I.. � 6 I E 0 " E tr) ' r s e- 4 /^I I r'" fir - ITO' EL.=I1.50 � / - z LY 0OMMENT5: NO GROUNDWATER e -- 105.Og' � DATE: 12/06/24 10F 1 - -- - o�i'�- -------- --- -- - ENCOUNTERED. (( UTILITY POLE 4 N 08 4700 W L // l OVERHEAD I 12/23/24 ., r =I R-23-1332 I' ELECTRICAL WIRE5 / y4ATER II we 1 � METER SITE LAYOUT NOTES: I. TH15 IS AN ARCHITECT'S SITE PLAN S IS ( 1 -' r t^ �t '� �,-.ro �� t�R. a R�� t I', ,»ar.� ,, - _ �, ors r SUBJECT TO VERIFICATION BY A LICENSED -� - -- --- - -- ----- - --- --- --- - ESA I '✓C.a S.,» 4 w `<, & �'.. 1 4:f C'V �a�.;6 'w�5,��fi n'�.d'3 4 ,i I:. ,...M• �..i k 6 i I!'+e.9 ,,,.3<,.,f`'-., t.w.b, u: C:S.krt 0..B:,w W � `, -__— —_.--_., d SURVEYOR. THE INFORMATION - - -- --__-- -- - ) '� ;-� r* r r°* 'a r' r _ Ct + REPRESENTED ON THIS SITE PLAN I5 TO THE ---- --- - - ----- ---- �� M. r �`; .. �,��..w�I r c •w. ,� . w �M1k � -"p - , t. I I-,..r� r olh, .r -, . n �,-ts amd .,!nPAVEMENT - --- i 7 ARCHITECT'S BEST OF KNOWLEDGE. F D GE O , i,o h °.`' i_. .r,cl o `�, F F ' A ..l�.,X 11,,li W- a O F � 2X''F ,0.0 "•�, 2. SURVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED SEPTEMBER 6, 2025, M05T RECENTLY REVISED . � O 5 10 20 30 40 50 0 SEPTEMBER 21, 2023, AND PREPARED BY: I y 3T405 SGALIGE LAND SURVEYING �- 4F NE ':I '� r W r I SOUTH BAY AVE - GRAPH I G SGALF— ISLIP, NY 11751 SITE PLAN ,r `� of �"' a � p p-4'�, >I TELEPHONE: (631) g57-2400 t A' ,.., i.�i %rk ��1,�""..1�P 6 t�«�, d 1'•�Ci�i a .t ',�^,I,J .3�£, 50ALE: I" STRUCTURAL PLAN NOTES POST t GOL INN DESIGNATIONS P05T9/COl1MN5 OF PARTICULAR IMPORTANCE ARE INDICATED ICED STRUCTURAL MEMBER: AS FOLLOWS.NOTE THAT THESE DE5164ATIONS DO NOT IMPLY O STRUCTURAL MEMBER SMALL NOT BE CONTINUOUS SUCH MEMBERS ARE NOT NECESSARY ELSEYl6iE,AS SPECIFIED ACROSS BEARING POINT.PROVIDE(OR V.I.F.BXISTN6) BY OTHER COMBTRUGTON DOGRENr NOTES It STANDARD FRAMING REOUIREMENTS. SPLICES DIRECTLY ABOVE INDICATED POSTS/COLUMNS. ® STALKED Pd3T/GIN IJMN, M—LA (2)2k4•POST ff--a (2)2k6•POST LOCATE INDICATED POST/LOLUMN BENEATH POST/COLUMN ON FLOOR ABOVE, ® STALKED BOVE.'OLUMN: @--/ (9)2'x4'POST MF-.R 0)2'x6'P057 LOCATE INDICATED F05T/LOLUMN ABOVE POST/COLUMN ON FLOOR BELOW. LOAD BEARING WALL(ABOVFJ M-'® (4)2'x4'P05T ®—E (4)2k6'POST ® A9 INDICATED BY DASHED OJTLINE. ——— —— e ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY (S)2-x4'PC' ®•-R A)2'x6'POST �- µ Q UPON F.J.OR BEAM(WEN APPLIGABLFJ BELOW. ® INTERIOR LOAD BEARING WALL: 9-1/2*OD.5CH 40 5-1/2"O.D.SEMI 40 - - - AG INDICATED BY HATCHING. STL.COL.(ASTM STL.COL(ASTM ALIGN STUDS OF BEARIN6 WALLS TO LAND DIRECTLY UPON G A125)BY SINS D A125)BY SIMS FJ.OR BEAM O*CN APPLICABLE)BELOW. © HOEDOWN(UST TO 2ND FL�O4I: STEEL(OR EaJ STEEL(OR EOJ HOL OOWN'A'AS PER PAGE 6-009 © HOLT)OVA1(FOUNDATION TO UST FLOOR). HOLOOHN 1G'AS PER FAIR 6-009 POURED CONCRETE AND STEEL REINFORCM!1ENT OT$W ATTIC ACCESS-PULL DOWN STAIR I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST.ADJACENT I. MIN.550•GA�ACITY FOUNDATIONS BY AN ANGLE OF 4S'PROJECTED OUTWARD AND 2.SIZE TO FIT MECN.ECUIP.THRU OP=NINE(MIN.22'x90') DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. p pN S. OBL.FRAMING W+EN MEN OPENING.U.ON. 4.1-fATNER$TRIP ACCESS OPENING I PROVIDE R-4q 2. IF HATER ENCOUNTERED DURING POJRINS OF CONC.,EXCAVATION di INSULATION ABOVE W HO.FR(OR EOJ BAFFLE OR SHALL BE DE-WATERED.THE FOUR SITE SHALL REMAIN DRY FOR E'-0' V.IF.EXIST.(5) E Kd RETARER TO PREVENT INSULATION FROM EMTOUN6 ENTIRETY OF PCIJR CONTACT ARCHITECT WEN WATEIR DWELLINS WHE NE N OPENED,AS PER NYS ECG R402.2.4 ENCOUNTERED. . .EXIS-. 2"xB^ Akb'RIM 4 RIM BOARD H OR BOARD NDR OR L PROVIDE NE PROVIDE NEW LL(OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE 68 n O ' 5. POURED CONCRETE SHALL BE KEPT MO15T FOR A MIN OF 14 DAYS.THERMAL -- STALLENVELOPE u. PELDIMI6). _ -- _. _. -- _ —... O LLA _ _ NEW UN-OII.IFORGED BARRIER AN LOCATION OF ACCESS. 4. ALL DAYS AN ION ALL C SHALL BE THE P51 ENTPOURWACI COVGRETE AT -- - l ) RIIM.�I D�R' S.INSTALL AS RR MANJ.SPED _ LY VAPOR 26 DAYS AND SMALL CONFORM TO THE CURRENT ACI BID GODS. I— m I. NEW 4'THK.UN-REINFORCED P.CONC.SLAB UPON S. ALL REINFORCEMENT BARS SHALL BE DEFORMED CARBON STEEL 2. 6 MIL UPON ASTMA615 GRADE 60. WWM FOR SLABS DO NOT NEED TO BE I \\ PROVIDE PEW N S. OR 4'(MIN)GRAVEL BASE COATED. DTI i '' LL ® TEW REINFORCED P.GONG.SLAB• O MODIFI�J' —� b. UO.N,REBORE LAPS SHALL BE A MIN OF 40 DIAMETERS.ALL LAPS ry BATHROOM• q p V I. NEW 4"THK.P.GONG.SLAB W 6'xb'-ICAO W W.M.UPON SMALL Be STAGGERED. 2. 4•MIN)GRAVEL BASE `^ry. ....w I) 1 4S3 b.F. it o'I. PROVIDE PROVIDE MECHANICAL DEVICES TO MOLD STEEL t HARDWARE IN PAD FOOTI\G(EXISTINS): _ y © V.IF.EX15T.24`x24'zl2'DEEP P.COIJL.PAD FOOTING MIN. RAGE AT TIME OF POURING t MAINTAIN REQUIRED CLEARANCES, X O ( X• X 6 CO VERA6E5,AND PLUMHNE55. u$',. ( n• �\� / w W COOT IN&OOD CONDITION,BENEATH EXIST.STEEL COLUMN. L F- \. -- -- -- -- CONTACT ARCHITECT IF EITHER FOUND OTHERWISE. 6. CEMENT SHALL CONFORM TO ASTM C-55 FOR STANDARD P E16W �, JI• PAD FOOTING MEW) � �. ® NEW 24'x24'. DEEP P.CONG.PAD FOOTING AS 5'-02' 5' 4'- 5'-IV2' 4' —2'-4' T'L*2 6'-Ily2• PER DETAIL 4-N401. Ib CONt-C WEAT/EiR POURING/CONCRETE MI PAD FOOTING MEW) O XTURE NEW PER VeTAIb'DEEP P.GONG.PAP FOOTING I. THESE ETE IN TEMPERATURES SHALL APPLY FOR TIE AT TEMPERATURE 6 EOr R A5 PER DETAIL S-N401. CONCRETE IN TEMPERATURES UNDER 45'F IF THAT TEMPERATURE TT IT HAS BEEN SUSTAINED FORA 24 HOUR PERIOD OR MORE. - ® PAD FOOTING MEW) O — —I _. -- _ EXIST.(SJ 27Xb' XIST.(5)2'xb' NEH 2. • CIFICITY OF CONCRETE DESIGN MIX SMALL BE BY OTHERS. ._ C _ Pm am. PER DETAIL bl N40I P P.GONG.PAD FOOTTN6 A5 I -C __- I — (NO 51 REO.D) 51 RCO.'D) 12 5. ALL GOLD HEATHER PREPARATIONS AND CONCRETE POURING SMALL '.I I ^ ® CONTINUOUS FOOTING(EXISTING) CONFORM TO ALI 506. 15,H W.F.FX15TINS 24'xl2'DEEP P.GOVC.CONTINUOUS 4. IN NO CASE SMALL CONCRETE BE PLACED ON FROZEN&ROUND/ F-- FOOTING M CO IN.SIZE)IN 60OD CONDITION, IN6 BII AT SURFACES. FROZEN GROJMD MAY BE REMOVED OROR HEATED TO MIN 5'-0'BELOW GRADE.IF FOND OTHERWSE, TEMPERATURES WITHIN IO'F OF CONCRETE. AT EXIST COLUMNS, CONTACT ARGNITECT, O D BEAM SPICE PRESENT I �p ® S. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. yy NEW I6'zb'DEEP P.LONG.GONTIHtU21/9 POO7ING AS REMOVE AS RE04. O REPEAL[CM11415(PROVIDE 5T.FJ� Q O ry LAP PLATE PER DETAIL'1/A-4OI C BETWEEN NEW GO_L`�\S ry PER DETAILS 10-A/401(b FOUNDATION WALU t II11 I I TO ENSURE BEARING SUPPORT -T 4 2-A/501(1 BXTERIOR MASONRY DECK). 6. THE USE OF HEAT BLANKETS OR ELEOTRIG BLANKETS ARE F TO FL)__NIDTH OF BEAM) a F 0 HHERE NEW FTT&ABUTB EXIST.PTO,DRILL t EPDXY PERMITTED WHEN NECESSARY'. F p PIN COW.HOR REBORE(5IZE/0CUNT PER DETAIL)W b' EMBEDMENT INTO EXIST.FT6.USING OUIGKREm T. FORMWORK SHALL BE AT A MIN.TEMPERATURE OF 55'F OR HI&HER y� ry 157.2'xb'FJ.b W'OC. ry WO AND SHALL BE WITHIN 10'F OF CONCRETE TEMPERATURE. F •EXIS?.FIND.WALL •NI6N-57REN6TH ANG11pRING EPDXY(OR EQUAL). 16; I X� TEN TO PEA FOU xBx kk Q OSTTdKTURAL 5(d1 MAPERMAGASTILOWMN�OIDS) b. CONCRETE SMALL BE AIR ENTRAINED FOR COLD WEATHER POURING. R W PROVIDE NEW F W 3 bp00 LBS LOAD BEARIN&CAPACITY.BE A. NONCHLORIOE,NON-CORROSIVE ACCELERANT ADMIXTURES ARE ' PLACEM-ENT SHALL ENSURE CONCENTRIC LOADING OF PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER ACI 506 tiEW COLUMN,A9 PER MANUFACTURER SPECIFICATIONS. (A5TM C4R4/G4g4M,TYPES G AND E). RIM BOARD FOR 11 ® �RMAGAST GOLLF•4N FOOTIN5 lC7NT-FTG I 10.CONSULT ARCHITECT WMEN STEEL EMBEOOM ENT CROSS SECTIONILL. PROVIDE A COLUMN UPON EXTENDED AR IN WALL I FOUND. AREAS EXCEED ONE 5CUARE INCH. PROVIDE ADDITIONAL!IN•S VE'RT REAR IN GONG.FOUND. WALL BENEATH COL.I INCREASE HORIZONTAL REBORE IN II. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED ry LONG.FT6.BY AN ADDITIONAL 0)r RESAR. TO REPEATED PREEZING AND THAWNG UNTIL CONCRETE HAS �1 SEE ALSO DETAIL g-N•1)I. RI A COMPRE—IVE STRENGTH OF b00 PSI. TYPI P �Nr FOOTING t W l lCONSTFI14 1 p 10 10 (2)2kb'P.T.SILL PLATES W CO�'PER TERMITE SHIELD 12, PLAGEM'ENT TEMPERATURES SHALL CONFORM TO AV 506. I SILL SEAL • ANCHOR BOLTS A5 PER PAGE 6-005 c T 98 P.CON[.POUND.WALL E PER DETAIL ID-A/401 UPON 501E BEARING GAPAGITY NOTE: _ _____ ____ .� • P.GONG.FOOTING AS PER DETAIL LISTED SE-ARATELY STRUCTURAL DESIGN OF FOOTINSS ASSUMES A SOIL ASPHALTIC MASTIC DAMP PROOF N6 TO EXTERIOR BEARING CAPACITY OF 1.0 TO"P. • B.O.PODTTN6 5'-0'BELOW GRADE MIN 19 • I/2'EXPANSION JOINT•PERIMETER OF SLAB(VNEN APPLICABLE) I9 I'P _ •. • AIR ENTRAIN P.CONC.FOR PORCHES/PATIOS/ STOOPS(WEN APPLICABLE) MASON TO ACCOUNT FOR FINISH STONE ON THIN SET • FOR HEIGHT OF WALL t SLAB(WHEN APPLICABLE) • WHERE NEW FOUND.WALL AEVT5 EXIST.FOUND WALL, DRILL t EPDXY PIN 05 HOR.RI•12.Of—(SPACED VERTICALLY)r✓4'EMBEDMENT INTO EXIST.FOUND. WALL 4I146 Cq)ICHC M HIGH-STRENGTH ANC+IORING STRUCTURAL PLAN NOTES POST!COLUMN OF PARTICULAR!COLUMNS OF PARTIGIILAR IMPORTANCE ARE INDICATED SPLICED STRIIGMLAL MEMBER: AS FOLLOWS.NOTE THAT THESE DESIGNATIONS DO NOT IMPLY Oj SUCH MEMBERS ARE NOT NECESSARY ELSEYMERF,AS SPECIFIED STRUCTRAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES 1 STANDARD ACROSS BEARING POINT.PROVIDE(OR V.I F.EXISTING) FRAMING REGUIRIDENTS. SPLICES DIRECTLY ABOVE INDICATED P05T WCOLLMNS. © LOCATE INDICATED POST/GOWMN BENEATH PO•'T/COLUMN 2"x4'POST (2)2'x6'POST D2 ON PLOOR ABOVE. ® STALKED POST/COLUMN �-© (5)2'x4'POST By (5)2'z6"POST LOCATE INDICATED POST/COLUMN ABOVE POST/COLUAN ON FLOOR DELOW. M--H (4)2514-P05T �� (4)2'xb'POST ® LOAD BEARINO AS INDICATED BY DASH®OVRINE. ALIGN STUDS OF BEARING,HALL5 TO LAND DIRECTLY �-g VW 2'X4-POST 85 A)2"%6°POST UPON F.J.OR BEAM(WEN APPLICABLE)BROW. ® INTERIOR LOAD BEARING WALL, 5H/2"OD.SCH 40 9-1/2'OD.SCH 40 AS INDICATED HATCHING. STL COL.(ASTM G,TL.COL(A57M NEW(2)2"xl0' 'x10"NDR ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY UPON G A125)BY SIMS D A125)BY SUMS F.J.OR BEAM(WHEN APPLICABLE)BELOW STEEL(OR EO) STD(OR 9) �© I------- PA ---�- HOLDO/NN(I5T TO FL NIOLDOYVi'A'A5 PER PAGE 6.00540 1 ® HOLflOWN(FOLUu�AT10N TO I5T FLOO ) �,. F.F AND TEFL FlNFO CEMENT N0TE5 -- p i o N10.DOY'!1 1C'AS P13R PAGE 8-005 S W ATTIC,AGG<5- 1 DOWN STAI I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST.ADJACENT iT qy 2 O I. MIN!SO P CAPACITY FOUNDATIONS BY AN ANGLE OF 45'PROJECTED OUTHARD AND o TH • m I 2.SIZE TO FIT MECH.EO IP.THRU OPENING MIN.22'x50') DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. 5.DBL.FRAMING WHEN NEW OPENING,JA.N. /�\ 4.MATHERSTRIP ACCESS OPENING!PROVIDE R-49 2. IF WATER EN„OUNTERED DURING W FR POURINS OF GONG.EXCAVATION • I INSULATION ABOVE HD. (OR E IE UR O)BAFFLE OR SHALL BE DE-WATERED.T PO 517E SHALL REMAIN DRY FOR EN TI „ RETAINER TO PREVENT INSULATION FROM ENTERING TIRE R ENTIRETY OF POUR.CONTACT ARCHITECT WHEN WATER PROPOSED DUELLING WHEN OPENED,AS PER N(S ECG R402.2.4 ENCOUNTERED.(OMITTHERMAL AL E ATTIC E OF BU DOES NOT PENETRATE 5. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN.OF 14 DAYS, t•�(� v TISTALL ENVELOPE OF BUILDING). B` IEYI(2) 5.INSTALL A5 PER MANE).5U°EC.'s 2'xl0'HDR 2'xl0'NOIR L� 6.CONSULT M.O.FOR PRECISE LOCATION OF AGGE55. 4. ALL FOUNDATION WORK SHALL BE 4p00 PSI POURED GONY.IRETE AT 4 --- -- - - - - - 'FW LAN_ c 26 DAYS AND SHALL CONFORM TO THE CURRENT AGI 516 CODE. - - - - as ® INN /EDP Sa A TJ. DE HLVL 9M. I. NEH 4"THK.LN-REINFORLED P.GONG.SLAB UPON S. ALL REINQORGEMENT BARS SHALL BE DEFORMED CARBON STEEL I / _�, I IYTO W4i ABOVE(FLUSH W BOTTOM OF FJ./GJ 2. b MIL POLY VAPOR BARRIER UPON ASTMA615 GRADE 60. WWM FOR SLA55 00 NOT NEED TO BE '• 4 BEAM SHALL NOT BEA¢J-ON POCKET DOOR HDR -i 5. 4'MIN)GRAVEL BASE COATED. ® NEW REINFORCED P GONG SLAB b. SHALL REAR LAPS SHALL DE A MIN OF 40 DIAMETERS.ALL LAPS x -- - - MODIFIED 2'xD"F.J.o Ib'OG. a C - KITGFIEN q + /EVERY 0 OR F.J. I. NEW 4"TH+K,P.GONG.SLAB W 6°x6'-10/IO W.W.H.UPON SHALL BE STAGGERED ry� I R I � // w I Z. 4'MIN)GRAVEL BASE 3.,_ 1 ry J .\ PROP. :..• ^Z DOLO-ED(e 52"O4) I �]�SP. • 2 1 Y_ PAD FOOTING(EYISTINS) T. PROVIDE MECHANICAL DEVICES TO HOLD STEEL 1 HARDWARE IN �i © V.I.F.EXIST.24'x24"xlY'DEEP P.GONG.PAD FOOTINS MIN R'•'C'E AT TIME OF POURING!MAINTAIN REd11RED CLEARANCES, I W[yR K-IN COVERAGES,AND PLtNBNESS, 77RR SIZE),IN GOOD CONDITION,BENEATH EXIST.STEEL COLUMN. 52 S.F. q • U'3 CONTACT ARCHITECT IF EITHER FOUND OTHERWISE. 6. CEMENT SHALL CONFORM TO ASTM C 55 FOR STANDARD UEISHT 5n S.F. "'Y ® PAD FOaTN6 MEW) COTE. %NEW 24'x24`I2'DEEP P.CONE.PAD FOOTING AS m PER DETAIL 4-A/40I. riui AF C_.J yNEATHER P0. LNG t L MIXTL r \ i -. - - X ry of NFJ'1 TJ. OE MICRON B2 V.I F. I5T.(2) L. �i _ ^ O NEW 505150PAD '%D'DEEP P.GONG.PAD FOOTING I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF(NI \ �e.f 2'xD Nat 1 NEH(5)ITSXT25 T.4 2OE LVL IL 1•MIG STEEL FLITCH PLA JOSS-� MIN SIZE)OR MIGROLLAM LVL w/(2) "THK. > fLU511 BM.BELOW WALL ABOVE AS PER DETAIL S-A/401. CONCRETE IN TEMPERATURES UNDER 45'F IF THAT TEMPERATUfL (� i , -HAS B@I SUSTAINED FORA 24 HICUR PERIOD OR MORE. ... _ �� ® PAD FOOTING MEW) 1 STEEL RITGH PLATES FLUSH B I.=n(21 NEW(21 1.75'x9i _ _ _ _ II 2. SPECIFICITY OF CONCRETE DESIGN MIX SMALL BE BY OTHERS 2"x10"NOR A3 V.I.F B 62 NEW 2'xb"F.J.a W CC. NEW 56'z56"x1- DEEP P.GONG.PAD FOOTING A5 ZDE MI Ib°OC;CUT t FASTEN PER DETAIL b-A/4O, S. ALL LOUD HEATHER,PREPARATIONS AND CONCRETE PO,.RING SHALL I I LV'_,� NEh BINHP°AN LUS26 HNGR W EVERY OVER FJ CONFORM TO AU 506. Z I o L'PSET!FLUSH BEAMS ' DO�.BHED(o 52"O.G) ® GONTIN1O15 FOOTING(EXISTING) O V.IF.EXISTING 24'xl2"DEEP P.GONG,GONTIK'OIJS 4. IN NO CASE SHALL CONCRETE BE RAGED ON FROZEN GROUND/ iy FOOTING MIN.SIZE)IN GOOD CONDITION,BEARING AT SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO I - - - - - - -- - - MIN.5'-0'BELOW GRADE.IF FOUR OTHERWISE. TEMPERATURES HITMIN 10•F OF CONCRETE. t0 _ _ 135 m p CONTACT ARCHITECT q. - - I.'M'xl6'T.J.2DE MICROLLAM LVL BM. O ® 5. IN NO CASE SHALL CONCRETE BE RACW ON ICE OR SNOW er" ryu A4 WALL ABOVE(FLUSH w/BOTTOM OF F.J.!G.J.) EXIST • I n N'W n"4 NEW DEEM DECP P.LONG. OUN ATION FOOTING,AS REMOVE AS REOb. GARAGE PER DETAILS 10-IV401(e FOUNDATION WALE)1i X;p ;X UD I • ,p I N>w 2-A/301(1 EXTEWOR MASONRY DECK). 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE uSSl• I• 10 U I X WERE NEW FTS.ABUTS EXIST.FTC.,DRILL 1 EFOXY PERMITTED WHEN NECESSARY. �il�U-) V �Y. MODIFIED ul PIN GONE,NOR.R®AR.FTII ZINC, N,PER DETTE W b' T. FORMWORK SHALL ED AT A MIN.TEMPERATURE OF 55'F OR HIGHER <<IU I` YI�<<u w ;1 LIVING ROOM Q L z V EMBEDMENT INTO EXIST.FT6.USING C1J•GKRFTE AND SHALL BE WITHIN 10'F OF CONCRETE TEMPERATURE. N 0 q 7� Qp INCH-STRENGTH ANCHORING EPDXY(OR EOJAU. H e; - - N+ I$ al SF. fT $, j ® PERMAGAST COLUMN(D.000 L_PS) b. CONCRETE SHALL SE AIR ENTRAINED FOR GOLD VeA.THER POURING. I "" ^FIB o STQ✓TLbel I46 S.F. • u ; NEW 2'xD'FJ,a 16'OC. STRUCTURAL 50JARE Pl3RMAGAST COLUMN W MIN. X M 6000 LBS LOAD BEARING CAPACITY.BEAM S, NON-CHLORIDE,NON-CORROSIVE ACCELERANT ADMIXTURES ARE DOUBLED(e 32'O.CJ PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF PERMUTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 14. D. W EVERY OTHER FY:I. COLUMN,AS PER MANUFACTURER 9P PIGATIONS. (ASTM C014)III,TYPES G AND E). I ��- ® PERMAGAST C/TIy1MH FOOTING([nT.IT.ETA) 10.CONSULT ARCHITECT"HEN STEEL EMSEDOMENT GROSS SECTIONAL ;� 1 ------------ -(.EW(g1 I.TS"xl4"TJ.2.OE MIGROLLAM LVL BM.UPSET 83. PERMAGAST COLUMN UPON EXTENDED FOUND.WALL 1 POUND. AREAS EXGEW ONE SQUARE INCH. // \ NEW(51 2'x10"HDR /� INTO YUNLL ABOVE!PLUSH w/BOTEON O-FJ.a GJ) PROVIDE ADDITIONAL(2)SS VERT REDAR IN GONG.FOUND. ED CJ WALL BENEATH COL.!INCREASE HORIZONTAL RESAR IN 11. ONCE CONCRETE IS RACED. CONCRETE SHALL NOT BE EXPOSED SED ALSO DETAIL 9-A/401. �_� ----- • GONG.FTC.BY AN ADDITIONAL(1)05 REBAR TO REPEATED F REACHED A COMPRESSIVE STRENGTH OF DOO P51.REEZING AND THAWING UNTIL CONCRETE HAS - ---< v �NFJ"1 Roo,(5) V.I.P.EXIST.(2)2' ® NEW 2'W G.J.•Ib•OAK � 2'x10•HDR . OR 7YPIGA P � FOOTING! WAI I TRUCTION 12. PLACEMENT TEMPERATURESSHALL C 2Sc10'IFJR MDR MIN SIZE) CONFORM TO AGI 506.TERMITE SHIELD PROVIDE NEW 10 (2)25t6'P.T.SILL PLATES w/COPPSHIELDNEW 2'x6•G.J.1 Ib'O --- !SILL SEAL • ANCHOR BOLTS AS PER PAGE 6-005 w 51MP50N.26 HN6R-.• -- V.I.F.EXIST.(2)2'x0`HDR • P.CONC.FOUND.WALL E PER DETAIL 10-A/401 UPON FLUSH BM.t_EDGER W. MIN.91ZE1 OR PROV'�DE NfiH • P.GONG.FOOTING A5 PER DETAIL LISTED SEPARATELY SOIL BEARING CAPACITY NOTE, STRUCTURAL DESIGN OF FOOTINGS A551^!E5 A SOIL ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR INGV(2)I.TS'%T35'TJ.1,9 MIGROLLAM LVL RUSH BEARING CAPACITY OF I.O TOW%.F, • B.O.FOOTING S'-0'BELOW GRADE MIN. -- --- • U2"EXPANSION JOINT•PERIMETER OF SLAB(WEN APPLICABLE) • AIR ENTRAIN P.CONE.FOR PORGHE5/PATIOS/ STOOPS(WHEN APPLICABLE) • MA50N TO AGGOUNT FOR FINISH STONE ON THIN SET FOR W16W OF WALL/SLAB(HHEN APPLICABLE) • WHERE NEW FOUND.WALL ABUTS EXIST.FOUND HALL, DRILL!EPDXY PIN•5 NOR.REBAR•12"O.G.(SPADED VERTICALLY)W 4'EMBEDMENT INTO EXIST.FOUND. WALL USING GUICKRETE HIGH-STRENGTH ANCHORING _ EXISTING TO NEW PARTIAL HE'.G11T ] K DEMOLI9NED / \ v 2'X10' fL I� WOOD FRAME(Lb.STL. E%ISTiNb TO REMAIN Y'SEN APPL'LASLE) j Q 1� NBV WOOD FRAME(L.G. NEW FOUWATION WALL W F� STL.kHEN APPLICABLE) I - I �I I 1 W co l I � L4'JDIFIEQ, I Q N J M NEW I-HR FIRE RATED © MIN.(2)2'x4'STRUCTURAL \ � �/ -I BATHROOM _ WOOD FRAME(L.6.STL. P05T FOR 4'WALL5 1~ .��F I!9QfQ5m WHEN APP IGASLE) MIN(2)2'X6•STRUCTURAL 1 1' C POST FOR 6'WALLS),U.O.N. NR c BEDROOM 9 m a I O Y NEW 2- FIRE RATED (�J E C.)y� WOOD FRAME(Lb.STL. ��• 'tBA ti d' (O HIEN APPLICABLE) e06r. a o 4 I a {p N Y P05T.COLUMN DES GNATON5: I.. _ FAMILY 4i / Al STRUCTURAL PLAN NOTES POSTS.LOLUMW OF PARTIL4lKt IM•ORTANGE ARE INOICAT® `� '� / y W s ENSURE FADS I CO 0 O Y S�y SPLICED STRUCTURAL MEMBPR.. AS FLM_I.OI•LS.NOTE THAT T.pE DE516NATION9 DO NOT IMP.Y \ f \ �• K Z LPONDIIELTLY 5L ~ y O m Y N O STRULTJRK MEI.IBCR°JiAll.r.OT SE cows AOV9 'J1GR hEMSERS ARC NOT NECESSARY ELSEIiEIRE,A,S SFECPICD 1 E W _ C cV O W AGRODS BEARING POINT.FROJ (OR V.IF.ENSTNG) Br oTNER LON5IRIIGTON DOG►ENT NOTES.STANDARD _T - Q C)a 0 FRAMNG RELLIREMpRS. _ 5FL •DIRBcn ABOVE nroICATTs POSTS/LOLUAB. � N6. STACKCD POST/LOLIIM w 2•x4'POST �� ^N.O' 271Ni' i ® LOOATL INDK.ATED F05T/LOLJM BQT'1.TM POSTK.OIMN `17 -LJ (y 2'xb•PosT I- i`.. _-_ Mom. 19 1,Y, I B DN rloaR ABOVE. b I �,•I\ e �° H ® STACKED POST/COLUMN. �-© 0!)2'x4"POST ..--n (SI 1'xb•P05r I - \_ / 0 n W LJ71I 15F. V/ .T12DE / UN p11I W LOCATE INOICATIW FOST/LOLJMY ABOVE P05T/LOWMN M 11JR § � I:D FLOOR BELOW. 9mI� 'ABOVE', �-® (4)1'N4'FORT E--® (4)2'x6'POSTMILL Y 1 - ® A8 nOILAAT®I BY OASHW OVTUM. MCJIFIED E llfT'I l !.Cl 1 I U ALIM STUDS OF BEARING YtVJ-5 TO_At0 DIRECTLY �-® (!1]'xa•FODT �® 61 2'x6'F05T V • Y FF 'V' -0 U°CN F_.OR BEAM"EN APILICAR+c1 BBAW C B Sf. V S$ O O BEDROOM i<y p 0 `J ® INTERIOR LOAD BEARING WALL, /��(� nU �MOLDOFN A'1 AS PER P O DIRECTLY IPON O-'❑L S S)&O 4M LJ DTm.(q¢SaN p R I m .--. S G ) PI�REIG D-nLPON le n• I W AS INDICATED BY A'WI4G. _ _ IMS Lvoek 6. ok ® G-DOs 1 Y Low . ® HOLDOHW fFOUNDATCN GT LIOR): a� 110LDDYM'L'A5 PBR'aTO IST Pi G AIO 5,m IE6PLRltENT LLTb: I B2 + UO IP6^J A�La LALLE95 R1LL DOVN STAIR: I. I"OUAATiDNy EY AN ANDLE OF 4y'FROI. TIW OUTWARD AND '1 cr-�� 2.SIM TO FIT MEW.E '-TIRJ OPBNSVG MIN.]]-x5O•) DoWY FROM T11E BOTTOM OF EXISTING ADJACENT FOOTINSS. 'I -_ L V J 5,M. IRAMN6 WEN NEW OPENING,U.O.N. 4.T:ATMERSIRIP ACCESS OPENING.PROVIDE R-4R ]. IP WATER EIIcdRReRED DUR'N6 POURING OP LONE.,EXCAVATION INKLATNON ABOVE W-FR(OR EW BAIP12 OR SHALL BE DE-WATER®.TIE POU¢SITE SHALL REMAM ORY FOR ---- RETAmER TO PREVEM 6ELlATIDi FROM!EN}pRING ENT-OP P CONTACT ARCMTELT HOi WATER -�_--._- m DYElLWG TEN O.'EIED,A5 PER NY9 ECG R4023.4 CIGCUVTERy, 49M Of)2�12'MJR !W f71 •V/ (OMIT WEN ATTIC ALLGA L'YJ6 NOT PENETRATE 2w.4m, 49 TIBtlMAL ENVllOP!OI BULDINGI. 5. PQrED CONCRETE 51 AL BE K MOIST FOR A MIN O 14 O^". O S.INS-ALL AS PER MAW.SPEL.Y 4. ALL POI.TOArON YOORN 5••/,LL M 4,000 Ml POJRED CONCRETE AT .. b.Lddl-HO.FOR PRECISE LOCATION Q ACCESS. 2G DAYS AND 5NALL CONFOR TO TK OURRENT ALI 510 COOS. ® NEW W-REINFORCED P.CANC.SLAB I. NBW 4'TI.0 W4REIHFORLED P.CON:•.SLAD UION 5. ALL A I l O k..t 6 SOBS SMALL BB SDIMORMI!ONOT LA TO 5T155. 2 b ML FDLY VAPOR BARRIER VIDN ASTMbIS GRADE 60.NNM FOR SLABS DO NOT t®TO BE 5. 4•(MN)GRAY BASE COATED. PROPOSED 5EGOND FLOOR 5TRUGTURAL PLAN /a NEW REIIPORCED P-CONC.SLABS 6. UAN.,RESNt LAP'SHALL M A MIN.OF 40 DIAMETp25.ALL LAPS SCALE:I/4•s '-O• �i I. NEW 4'nK P.LONG.SLAD w/D'rb'-:O/10 NHM.IPON }KL yTAG6[RED. ]. 4'OMN)GR SASE PAD FOOTING(EXISTING) T. PROVIDE M,-AN.-DEVICES TO MOLD STE .HARDWARE IN © VJr.E>OST.24"x34'M2'OLP I.LONG.PAD FOOTING MR AND AT TIME OF POURING.MA-MN REOJIRED LLEARA4GBS, SIZE).IN OOOO COIDITION BEIEATN EXIST.STEEL(.OLII•N. COJ�AFiES,AND PW-a1E55. CONTACT ARL MIT IP EITTL'R POLIO OTMBRW 5E. D.C!R@lt SMALL CONFORM TO ASTM L55 FOR STANDARD KIOI? PAD FOOTIN6 MEW) �. ® NEW 24.4M 12'DEEP P.LONE.PAD FOOTING AS FR DETAIL 4-N<OI. PAD FOC-140(NEW © KM1 DETAIL D@4 1.LONG.PAD FOOTING I. THESE SPEGFILATONS SHALL APPLY FOR TIE POLRING OF r--------------1 A5 P5R DETAIL}N401. LONLftETE IN TEMffD 10RES UDER 45•F IF THAT TEMPERATLFE ----------- NA5 exN 5U5TANED FORA 24 McinR PER1oD oR MORe. I r-- i I ® PAD y`b�I.16"�P.CONC.PAD FOOTNG A5 2. SFELIFIL-OF GONGETE LESION Mx SMALL BE BY OTIEIaS. I I I IER DETAIL b-N401. S. ALL L v TNER PRE MR TIONS AND LpK m PO.RINB S.MI.L LO`rOEM TO ALI 506. ® CON EXISTIIN FOOTING 0IM STING), I I {) VJl.bm5TN6 ZE)1'6000 LONE.GOHTRW.S 4. 1N NO LASB SHALL CONCRETE M PEALED ON FROZEN fOOTRRG OHM.SZE)I\GCOD LOO TON,BEARING A' SVRIACC.FROZM'dRGJID MAY BC RBMOVED 01R MBATBO TO NIX. ' BELOW GRI,DE.F FO1O OTIaRW 9E, CONTAMCTT ARLMITELT. TBVPERAIIlRES W THIN 10•F OF CONCRETE. ALL FOLIDT-TIM,SON BEAM LONIELTONS NTIN : 5. IN No LAx SMALL CONCRETE BE PEALED ON 1Le oR SNDW /.l I N+.x DEEP P.LONG.LONTINRTS^DOTING AS R?10VL AS RBOV. CS pgt DETAILS IO-N40I Is FOROATION' A- U. 2-NSOI(m EXTEMOR MAC DECK, b. TE VSE M MEAT�OR ELECT KZ BLAv ETS WERE IOU FTC.ABUTS Ex'.ST.FTC..DRILL.EFO%Y PERMRTTD WEN IV295AIRY. IIN GAIT.MDR.REBAR --- ------NTO , 6 MNS PER PETAL)M/6' 1, FOWWORK SHALL W AT A MIN.�EMPERAT,}@ OF SS'I OR NIGIER _- --_- J ---------- ___ -- AIO SMALL CZ WITNI\10'F OI LONLRETE TENRRATURE. -- _._-_ ._ _ -_ ____ _ ------------------ S M 15aJARE PERTALAST C.O'CKI wRREM 6. WO RETE SHALL W AIR ENTRAINED FOR COLD WEATN!Vk PO..RIN6. NEW 2'x10' .I. MIGN-STRENGTH ANC,IgRINB EPDXY(OR E(AIAI•). _-- O,000 LBG LOAD BEARING CAPAGTY.BEAM N 4. NON-CIIORIDE.NON-[ARRCvIVF ALCE.B.A1T ADM;MVES IRE t:6'a p.11 FLACENEMT SMALL eNSURe CONCENTRIC LOADING Or PEWIT'®TO se AVOW TO LONCRRe M.IxTUE AS FER ALI 506 COLpM,AS PER MAR FALTIRSR SPEOFICATI (M-M CMi4/L4R4M,T"rE5 C AND 0. ® PERMACAST C=_A+.N FOOTING!C_:...ITBJ 10.LONSU.T ARLNITELT H.E4 STEEL ENBDDNENT LR055 SBLTIONAL B 2-TCH D:12 PITW -- P@WKAST LOLLTW LPON ENTEIOm FQ.M.WVl.FTC. AREAS BX(.®ONE SOIARE INW. 1 -- FROND!ADDITIONAL(21 M VERT RESAR M LONC.FGNG. a 0 WALL BBEATI COL..:NLRFA4B HORIZONTAL R Mt IN II. ONGB LONC.Ei!19 P.K®. CONCRETE SMALL NOT SE EKrOSeD S [N` LONG.FTC.5Y AN ADDITIONAL 0)"REBAR TO KI I AT FREEZING AND THAWING WTIL LOILRETE NA! S£ N M* 1 BEE ALSO DETAIL R-N4O. REKHED A LOMPRES51 VE STREN6lM aF 000 M. O • (2)2}6'P.T.SILL PLATES W Cft TERMITE 5MIF1D 12,mLALC,f!NT TEMPBRA'I.IES$VALE C ORM TO AG1 SO6. OJECT: ---- .51LLSEAL PR • ANOOM SOUS AS PER PAGE 6-005 _ • I.CLNC.POLIO.W,LL AS PER OETAL 10-A/401"ON BOIL BEARING CAPACITY NOTE: • /.COAL.FOOTING A9 PER DETAIL LISTC,SCPARAIELY Q U A C K E N B U S H e- e $TRULTLRAL DESIGN OF FOOTINfvS A5516ffi A SAIL R E N OVAT I O N ASPMALTT0 MASTIG DAMP PROQING TO EXTBRIOR �.AR'NS CAPACITY OF IA TOIS.F. _ • SA.FOOTING 5'-0"BELOW GRADE MN _ _ _ _ • m.EXPANSION JOIN-•PERIMETER 1'XI2'RU.U'E W.J ATLIGA[lJ'J 21 (2)I.TS'xIDTS' .J • AR ENTRAN P.LONE.FOR FORLKS/PATIOS/ MLROLEAM B2 - 51OOP5 Dial APRILAdlJ •Ib'OL. S2 LVL RIDGE eM r Ic MASON TO AlcO1MT FOR Fm:SM STONE ON TMN 51- n - 1505 H I A W ATH AS PATH FOR IEN.MT DF wALL.,LAB 0•.ET.GPFLILABLEI , WAL_ V --_-__=--_ •y SOUTHOLD,N.Y.11971 PK".EPDXY PIN ms NORR.. EX19T.FQFO WALL FEW FLUO. u r IESAR•12'OZ.(SPAL® 1-0 WALL VSINGYCLN2<RETEGNIi�-STTREN6TM EXIST. DpE eroxY(oR EOUALI. „� A } z A o, < DRAWING TITLE:__-- LATERAL 91POImT OP FLITCH BEAM O PROV OC BLOCKING TO FLITCH RATE FLUSH BEAM FROM 0 PROPOSED STRUCTURAL PLAN PARALLEL�J.TO FIGURE ADEQUATE LATERAL BRKING _ *Z •p0 8.1TW O OBrE ASMT RPGOTCAKRKET M5•EER.B aARGe IF RCi.O BYO WOT B._ �.pjy � W• 7"� 9 - I2 P'TL• 3P D:I]ITW SG BEAM POCKET; ofr 615A AM R W�2AO.RR � 6 STEPPED POOTING YU= N'" m 1E'DL. •16'OC. O NEW PTO,To STET AS NECDp TO ALIGN"TM EXIST.Fro. AS P R DETAIL 12-NMI.V.r.EXMT OI O S] i .ITC. TI `EY12'xl0'RR. -^ I PAGE: r1'PICAL CLOSED MAIPATION - • - I. SEE DETAILS I-A✓501.2-A@01. p 03.00 2.ALL MORZ.&a I!S SHALL M MTLIED 0 1,4D AWAT _-'---- - I I D,12 PITCH nm b,12 M� PLUMBER CERTIFICAT10i. APPROVED AS NOTED ONLEAD-CONTENT•BEFOHE DATE. B.P.# CERTIFICATE OF O CUPAr1/., �u .SOLDER.USED IN WATEI FEE BY: $UP,PLY'SYSTEM CANA/ NOT FY BUILDING DEPARTMENT AT EXCEED 21.10 OF 1% ! ! Aid 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REON 11P-FD FOR POURED CONCAF-}: 2. ROUGH-FRAMING& Pt.• a ELECTRICAL & INSULATION INSPECTION REOLIMED 4. FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OFTHE CODES OF NEW TRUSS PLACARDING REQUIRED YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS COMPLY WITH ALL CODES OF .DONOT�PR b9 .1,W T' FRAMING UNTIL NEW YORK STATE &TOWN CODES OF FOUNDATION LOrvAfil( 1; AS REQUIRED AND CONDITIONS OF HAS BEEN APPROVED:`` 98ti�91�9�+1-Z�A� SOtff tffT0 >VfNG BOARD SQL5* -TRUSTEES glower door and ductwork -- PC testing required. SCHD OCCUPANCY OR Must provide Manuals USE IS UNLAWFUL D, J and S as per WITHOUT CERTIFICAI NYS Energy Code OF OCCUPANCY All exterior lighting installed,replaced or ;ETF�IN STORM WATER RUNOFF repaired shall conform PURSUANT TO CHAPTER 236 to Chapter 172 OF THE TOWN CODE. of the Town Code PLUM13LN,C% ALL PLUMBING &WATER LINES NEED.a Z T.%.T NG-BEFORE CQVERIW a SITE LAYOUT NOTES: SITE PLAN HATCH KEY: I. THIS IS AN ARCHITECT'S SITE PLAN 8 IS I\ SUBJECT TO VERIFICATION BY A LICENSED PROPOSED BUILDING ADDITION SURVEYOR. THE INFORMATION CL REPRESENTED ON THIS SITE PLAN 15 TO THE ® PROPOSED ACCESSORY STRUCTURE Q ARCHITECT'S BEST OF KNOWLEDGE. QUACKENBUSH RENOVATION 2. SURVEY INFORMATION WAS OBTAINED PROPOSED 2ND STORY Lu FROM A SURVEY DATED SEPTEMBER 6, LLI 2025, MOST RECENTLY REVISED 'J m SEPTEMBER 21, 2025, AND PREPARED BY: N 5CALIGE LAND SURVEYING Ln I SOUTH BAY AVE ISLIP, NY 11751 � O7(5 TELEPHONE: (631) Q57-2400 ~�� , �; Cfl L z 0 C N O IP Y cc V v d � • fin. RE, \� k ,..;" DRAINAGE CALCULATIONS O .L� ,� i.. O m TOTAL IMPERVIOUS ROOF COVERAGE 1,648 N O STORAGE VOLUME REQUIRED 274.7 G.F. (2" RAINFALL EVENT x ROOF COVERAGE) STORAGE PROVIDED PER VERTICAL FOOT SUBJECT PROPERTY 42.2 G.F. OF 54 DRYWELL DEPTH f ` TOTAL DRYWELL DEPTH REQUIRED 65 FT (VOL. REQ'.D / VOL. PROV. PER FT DEPTH) - __ PROVIDE (2) 8'0 x 4' DEEP DRYWELL5 DRAINAGE SYSTEM INSTALLATION NOTES: T • • A MINIMUM OF 10' SEPARATION IS REQUIRED BETWEEN DRYWELL5 4 WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS, OTHER z , DRYWELL5, AND THE EDGE OF ALL FOUNDATION WALLS • A MINIMUM OF 5' SEPARATION 15 REQUIRED BETWEEN DRYWELL5 4-j PROPERTY LINES VACANT LOT — _ _ _ GUTTER LEADERS TO NEAREST DRYWELL ` - � � • CONNECT ALL L (RECREATION 8 OPEN - EL.=20' SEE ALSO DETAIL 3-A/301. r ,a SPACE / CEMETERY) 506°28'00"E 1 1051.00, -r -- _ LOCATION 1MAf= to SCALE: NTS Q m EX FAOE . EXIST. SEPTIC SYSTEM COVER; \ � SYSTEM TO BE ABANDONED I .00 PROJECT LOCATION &SCOPE PER 5GIDHS STANDARDS 1=1RST f�ND SECOND FLOOR fi� NOS TION I SITE PLAN & ZONING DATA m - GON\/ER7 EXIST 1 NO SUNROOM TO GOND I TI ONED si�l�GE / O,,JE T DATA : O-®02 .0® GENERAL NOTES EXISTING GONG. PAD I ENERGY TABLE / 551 REAR YARD `=ETBAf,K PROJECT / ZONING DATA STRUCTURAL DESIGN CHARTS TAX MAP # 1000-7 O-OOP .00 HOEDOWN, ANCHOR BOLT, -- 8-05-57 � PROPOSED � \ ZONING DISTRICT R-40 NG STRAPPING, & NAILING DETAILS / < Q C�N PAVER BLUESTONE PATIO TAIR AND L INo I I \ FASTENING SCHEDULE \ LOT AREA 0.55 ACRES / I CofO - ONE FAMILY DWELLING Z-2g87; 01/23/Ig68 FRAMING GRAPHICS BEAM CONNECTION PATTERNS / PROP. EXIST. BILGO � / P IoP•\ \ GofO - ONE FAMILY DWELLING Z-3453; 05/09/196g MIN. -�-- 8'mx4' 1 STAIR 8 Tx4' 1_ I FIREBLOCKING DETAILS / MiN.-� yy 5' MIN. \ �6 BEDROOMS fl•�j / PROP. 2Q O SUFFOLK COUNTY HD APPROVAL PENDING -� -- i A/G UNIT EXIST. A/C UNIT \ _ (MAX. CAP.) REMAIN \ �SOUTHOLD TOWN CODE 2_8_0 4 _ - ® 1 •OO PROPOSED DEMOLITION PLANS `--� EXIST. I STORY � VACANT LOT I �o SECOND FLOOR 5UNROOM TO BE - EXISTING EXISTING ADDITION OVER RECONSTRUCTED; } HABITABLE OR055 EXISTING FIRST CONVERSION TO S F 25.6' FLOOR CONDITIONED I = PAGE AREA w SPACE v 0 FIRST FLOOR AREA 847 S.F. 1,475 S.F. - O2 ,QQ PROPOSED FOUNDATION PLAN c QQ }-,� / SECOND FLOOR AREA 674 S.F. 746 S.F. v EXIS, ELECTRIC iw METER (ABOVE I/A OW 0 AREA TOTALS 1,521 S.F. 2,221 S.F. I ITS BLOWER) EXIST. 1.5-STORY AD. FR. DWELLING w/ BASEMENT B PROP. PROPOSED PROPOSED i 2-STORY ADDITIONS; EXIST. HABITABLE GROSS - OJ.00 PROPOSED FIRST FLOOR PLAN W GARAGE w/ SLAB ON GRADE SPACE AREA Q I G (4 BEDROOMS) / DAFLLINO FIRST FLOOR AREA 1,063 S.F. 1,475 S.F. I ( PUBL II G WATER F--__ __ F.F. EL.=23.45' I / SECOND FLOOR AREA 1,045 S.F. 1,146 S.F. - - PROJECT: 0 GARAGE SLAB EL.=21.36 - 0 ,00 PROPOSED SECOND FLOOR PLAN TOTALS 2 111 S.F. 2 21 S.F. �60 AREA AL �_ �_- 6 PROPOSED ROOF PLAN QUACKENBUSH - --- - --� -- - - -� RENOVATION 1 SOUTHOLD TOWN CODE 280-207 (A)(1) 27.6 I LOT SIZE / AREA IN ALLOWABLE PROP05ED -2® � .®® PROPOSED EXTERIOR ELEVATIONS PROPOSED I / _ EXIST. I STORY / EXCESS OF 10,000 14,181.0 S.F. 4,181.0 S.F. GFA TOTAL GFA SANITARY SYSTEM / GARAGE -- 1505 HIAWATHAS PATH AS PE H.5. REF. (b) LOTS CONTAINING UP T O 3,350 S.F. - I 20,000 S.F. MAX. SOUTHOLD N.Y NO. \ 23-1332 PROP. BLUES NE 11971 FRONT PORCH ! ALLOWABLE S.F. / PLUS -202 .00 PROPOSED EXTERIOR ELEVATIONS \ STEP - 12.5% OF EXCE55 LOT 2,100.0 S.F. 522.6 S.F. 2,622.E S.F. 2,621 S.F. \ / � t _ _ - _ _ _ AREA OVER 10,000 S.F. DRAWING TITLE: 55' FRONT YARD 51=7EAGK LOT COVERAGE PROJECT LOCATION & SCOPE EXIST. MODIFIED ASPHALT WALK SITE PLAN & ZONING DATA I / ASPHALT .O® BUILDING SECTIONS SOUTHOLD TOWN CODE 280-124 DRIVEWAY I DESIGN DETAILS / DESCRIPTION (FOOTPRINT) AREA go LOT COVERAGE 10' MIN. MIN. i %'Zo TOTAL LOT AREA 14,180.8q S.F. \ I —— PAGE: \ I / Z PROF. 5007 i MODIFIED DWELLING 1,475 S.F. 10.49� - OI •®0 DESIGN DETAILS P O to \ I / GAL. BURIED /PROPANE TANK 0 PROPOSED REAR STOOP 48 S.F. 0.5% G-001 O O O \ / � � � TEST2HOLE / O PROPOSED FRONT PORCH di-7 S.F. O.-T% m gb\ / m TOTAL AREA OF ALL STRUCTURES 1620 S.F. 11.4 PROPOSED STRUCTURAL PLANS DATE: 10/30/23 1 OF 16 MAXIMUM LOT COVERAGE ALLOWED: 20% 5(00.001 w ONIN5 REGULATIONS MAIN BUILDING s J S- O2 .®® PROPOSED STRUCTURAL PLANS 105.041' EL.=I8.8g' SOUTHOLD TOWN GODS 280-124 z EXIST. UTILITY POLE N0804700"W 8 OVERHEAD _ -_-- ELECTRICAL WIRES / EXIST. EXIST. PROPOSED COMPLIES WATER PROPOSED STRUCTURAL PLANS --IF s METER MIN. FRONT YARD 55.0 T 46.5 44.3 YES MIN. SIDE YARD 10.01 25.6 25.6' YES ;,` `` EDGE OF PAVEMENT fir; he a MIN. COMBINED 250' 55.2' 55.2' YEs jam- Q QO PLUMBING RISER DIAGRAMS HI �ANA7H ,AS PATH SIDE YARDS 51 TE PLAN MIN. REAR YARD 55.0' 411.7' 41.7' YES GAS RISER DIAGRAM SCALE: I" = l0'-0" MAXIMUM HEIGHT 55.0' 20.3' 2(6.0' YES CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY NOTES � SFEG 1 F I CATI ONS I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER (Fb = 675) UNLESS THE PROVISIONS OF TH15 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS E /\ E1=2i�E /I /'\ T I O}�I S OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CON5TIRUCTION NOT SPECIFICALLY 5UBAPPLIES TO THE NEW WORK BEIN6 PERFORMED AND SHALL COORDINATE THE 1 l"t LJ I` Y lit I�l IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THI5 CONSTRUCTION DOCUMENT BINDED PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING THE FIRST NT AND SEC IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, 2. ALL LUMBER IN CRAWL SPACES TO BE Ib" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BD. BOARD INSUL. INSULATION SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK b" MIN. FOUNDATION EXPOSURE. A&ENGY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED SOIL ®FE BASE FLOOD ELEVATION INT. INTERIOR Q 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 3, 501E TO HAVE MIN. BEARING CAPACITY OF (I) TON/SQ. FT.,U.O.N. BLDG. 11 -IFBUILDING K KIP5 (1000 LBS) �� 0 GENERAL PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLE55 (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCILS HOOD FRAME CONSTRUCTION MANUAL AND THIS P5 FORMAT, A5 4. FOOTINC75 TO REST A MIN. OF 4'-O" BELOW GRADE, UNLESS L1J LILI APPLICABLE BUILDING DEPARTMENT. 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY "TEGO" OR APPLICABLE AS A DERIVED WORK). OTHERWISE NOTED BM BEAM _ MANU. SPEG.'s MANUFACTURER'S SPEGIFIGATIONS J � 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. B.O. BOTTOM OF MAX. MAXIMUM ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, Q . ' N STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION HALLS BOT. [BOTTOM MEGH. MECHANICAL = O L0 FLOORS, ROOFS,AND WALL5. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING UNTIL I� TIER OF FRAMING 15 IN PLACE. - � O7 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND _OCAL CODES RULES SPECIFIED IN 1.1 THROUGH 1.5. B.O.W. BOTTOM OF WALL MIN. MINIMUM O '- AND AUTHORITIES HAVING JURISDICTION. 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, 1. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, I G.J. CEILING J015T NAVD88 NORTH AMERICAN VERTICAL DATUM OF I'gbb = }} � 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED 8. ALL OPENINGS FOR BEAM 'POCKETS, UTILITIES, ETC. TO BE FILLED -._ OF THE OWNER/BUILDER 1. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE GRADEMARK OF A LUMBER 6RADIN6 OR INSPECTION AGENCY SOLID WITH CONCRETE. COL. COLUMN O C N z NYC BG NEW PORK CITY BUILDING GODS 0i WHICH PARTICIPATES IN AN ACCREDITATION PR06RAM, SUCH AS THE CL �CtS � Y Cr 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS b. MIN. HEADER TO BE (2) 2"xIO" UNLE55 OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE q, ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. CONT. CONTINUOUS O.G. ON CENTER '- U SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROGEEDIN6 GRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR C O ate+ N WITH THE WORK. q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 25 DBE. DOUBLE OGG. OCCUPANCY O O 0 00 4-J 6 REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-gg. OFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION N O P.T. DAYS OF 4,000 P.S.I.,U.O.N. 6. NO DEVIATIONS OR GRANGES TO THE STRUCTURAL SYSTEM SHALL BE MADEco UNLESS APPROVED BY THE ARCHITECT/ENGINEER. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED A5 PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET 11. GONG. SLABS TO REST ON IMIN.OF b" FINE GRAVEL OR SAND WITH Q O a 0 ON PAGE 6-003. GENERALLY, SHEATHIN6 I5 OF 1/2 THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTG A I q0.1 STRUCTURAL GLUED LAMINATED b MIL. POLYETHYLENE VAPOR. BARRIER UNDER DIM. DIMENSION P. GONG. POURED GONGRETE -� 1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ROOF AND 15 OF COX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. BEFORE THE START OF FRAMING FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 12. COPPER FLASH ALL JOINT'S WHERE SLAB ABUTS FRAMING. D.J. DECK JOISTS PL. PLATE APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED b. DRY WELLS A5 REQUIRED BY STATE AND LOCAL CODES. W 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM M5055 EA. EACH PLYWD. PLYWOOD 11. SUB FLOORING, GENERALLY, TO BE OF 5/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING (1) WALL TIE PER (3) 50. FT. a) (I. DO NOT 50ALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE NAILING AS PER FASTENIN6 SCHEDULE ON PACE 6-003 AND 6LUED,U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS ELEV. i ELEVATION P T. PRESSURE TREATED DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, ----- I L_ 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE MAX. 32'-O" O.G., TO DIRECT ,ANY CONDENSATION TO THE EXTERIOR. EQUIP. =FEGUIPMENT REQ'D I REQUIRED CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL APPROVED EQUAL. EVALUATION REPORT. 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIOHT5 AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES F APPLY (I) GOAT 2" TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXIST. EXISTING RI RISER AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. EXT. EXTERIOR RM. ROOM �� PERMISSION FROM THE ARCHITECT. A5TM D5456 STANDARD SPECIFICATION FOR EVALUATION OF r , 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS,AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE O NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER 0 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 EXCEED b'-O" AND AT EVERY b'-O". GOVERNING BUILDIN6 CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF CONCRETE AND FALLING, U CE5s5 APPROVED URABY CHITEGT/ENCINEER. NO RESPONSIBLE FOR DESIGN INTENT ONLY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLAGEID ON FROZEN SURFACES. FAR � FLOOR AREA RATIO STL. STEEL �� I5. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE 11. NO ADDITIVES SHALL BE IPLAGED IN CONCRETE UNLESS SPECIFIED BY M 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 6-004. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED ARCHITECT/ ENGINEER. F.A.V. FRESH AIR VENT S.V. SMART VENT � W WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS 6OVERNIN5 BUILDIN6 CODE, AND ANY ADDITIONAL REQUIREMENTS AS Ib. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALL5 AND FF FINISHED FLOOR TBD TO BE DETERMINED TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE WHERE EVER APPLICABLE. - '�- RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN 6LA55 AND LEAVE WORK CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DES16N DRAWINGS, FF ELEV. [FIRST FLOOR ELEVATION TEMP 0L. TEMPERED OLAS5 �� BROOM GLEAN. 11. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PACES 6-003. OR THE MANUFACTURER'S GORE EVALUATION REPORT. Iq. UNLE55 OTHERWISE INDICATED,ALL FOUNDATION FOOTINGS ARE TO BE A - 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL MIN. 10" DEEP PROJECTING 6"' ON EACH SIDE OF THE FOUNDATION WALL. F.J. FLOOR JOISTS THK. THICK Ib. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. I.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM C36 SPECIFICATION FOR GYPSUM AND ORDINANCES. WALLBOARD, A5TM C31 SPECIFICATION FOR GYPSUM LATH, OR A5TM C1q CONCRETE SLAB5 TO HAVE &xb 10/10 WELDED WIRE REINFORCING. FOUND. FOUNDATION T.O.W. TOP OF WALL FLOOR SHALL NEVER EXCEED A I6" SPAN. 0) SPECIFICATION FOR GYPSUM SHEATHING BOARD. � ■ - Ib. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION I Tr TREAD n iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING AS IN SOLID t SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. IV' WIDE x b" v THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER AS PER PAGE G-003. 1.1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL FR. FRAME TYP. TYPICAL COMPLETION OF PROJECT. MEET THE PROVISIONS OF ANSI/AHA A135.4 BA51C HARDBOARD OF DEEP 3-O BELOW GRADE. n, 11. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 20. "P.T." SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. W ACCORDANCE w/ AWPA G22; WHERE DRILLING AND/OR GUTTING OCCURS, FIELD 6LA55 WINDOWS AND DOORS FRPR. FIREPROOF U.O.N. UNLE55 OTHERWISE NOTED Q ARGHITECT/ENGINEER, AND THEIR AOENT5 AND EMPLOYEES FROM AND TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.5 STRUCTURAL PANELS: I. ALL 6LA55 TO BE INSULATED LOW-E, UNLE55 OTHERWISE SPECIFIED. FTC. FOOTING VERT. VERTICAL AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD ATTORNEYS FEES ARISING OUT OF OR RE5ULTIN6 FROM THE PERFORMANCE OF ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, I.b.l. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) CONTRACTOR 15 TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE CLEARANCES ARE PROVIDED. � Am - 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS,DISEASE OR DEATH OR TO MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND H.D. HOLD DOWN W/ WITH INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY 3. ALL SLIDING CLASS DOORS, SKYLIGHTS, AND ANY 6LA55 UNIT INSTALLED ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (B) IS CAUSED IN ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR WITHIN Ib" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED CLASS, HDR HEADER WD. WOOD WHOLE OR IN PART BY ANY NEGLIGENT AGT OR OMIS51ON OF THE WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE UNLE55 OTHERWISE NOTED. � < CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. HNGR HANGER ZR ZONING RESOLUTION EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY A. WEYERHAEU5ER TRUS J015T 2.OE MIGROLLAM LVL 4. ALL &LASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A B. 6EORGIA PACIFIC 2.OE 6-P LAM LVL 1.5.2. ORIENTED-STRAND BOARD (058), KAFERBOARD ORIENTED-STRAND MANUFACTURER'S SPEGIFICATVONS. HOR. HORIZONTAL -� PARTY INDEMNIFIED HEREUNDER. PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET A. WEYERHAEUSER TRUS JOIST 2.2E PARALLAM PSL THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE Ib. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING ALL TO BE INSTALLED AS PER MANU. 5PEG.'s PRODUCT STANDARD 2 (PS2) PERFORMANCE VOLUNTARY PRODUCT ENERGY CONSERVATION CONSTRUCTION CODE. BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR ___ OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE GORE EVALUATION REPORTS. 6. PROVIDE FLASHING PANS UNDER ALL SLIDING CLASS DOORS, WINDOWS, OR �IC, I '°�` �I �I G,'�` �I /�I I �/� �I `�C TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN65, SPECIFICATIONS, FRAMING MATERIAL STANDARDS SECTION, THE 60VERNING BUILDING GORE, ANY OTHER TYPE OF GLA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. I I `�✓U L. I I O I `� I `� ✓ I R T O I `� R �.X l� I R I 1 I `� I APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWIN55 AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.5.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A20b.1 AND ANY 1. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL AUTHORIZATION OF THE ARCHITECT/ENGINEER. REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. - -- 25 NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWIN05 8. ALL 6LA55 IS TO BE FREE OF SGRATGRES AND IMPERFECTIONS. CLASS COMPONENT PROPOSED DESIGN GODS PRESGRIPTIIlE �?.LUE NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE PERTAINING ARE TO BE FIELD VERIFIED. OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. GOMPLIlE5 RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AI114.1 CELLULOSIC VALUE CITATION (PER 2020 NYSEGGG) 20. CONTRACTOR TO REMOVE 3 RELOCATE A5 REQUIRED ALL EXISTING WORK EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 020b STANDARD SPECIFICATION FOR q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. H DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE THE CELLULOSIC FIBER INSULATING BOARD. ANOTHER CONTRACTOIR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGS ES. 1.6.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE U-VALUE = 0.25 M,AX. U-VALUE: = 0.52 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT SE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DE516N PRESSURE, FENESTRATION U-VALUE MAX. AIR LEAKAGE = 0.50 GFM/5F YES D 5PECIFICATION5, UNLESS NOTED OTHERWISE. MIDDLE ONE-THIR OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I ROUGH OPENING, U-FACTOR, LIIGHT AREA,VENT AREA, AND EORES5 AIR LEAKAGE = 0.30 GFM/SF PER R402.4.3 $ TABLE R402.1.4 - CLIMATE ZONE 4 THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE 60VERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS. _ _ 22. PROVIDE FIREBLOCKING AS PER NEW YORK ACCESSIBILITY STANDARDS. HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION R-41 BATT INSULATION, OR R-4q OF THE HOLE SHALL NOT BE CLOSER THAN 5/5" TO THE EDGE OF THE STUD. REPORTS. 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE CEILING R-VALUE SPRAY FOAM INSULATION WHEN LM11N. -VALUE = 4q23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY YE5 UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS NOTCHES AND HOLES SHALL NOT OGGUR IN THE SAME GROSS-SECTION. TEMPERED CLASS. INSUFFICIENT ATTIC SPACE ABLE R402.1.2 - CLIMATE ZONE 4 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL COPYRIGHT PROTECTION ACT OF IggO (AWCPA),WHICH HA:5 SEVERE PENALTIES. 25. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. II. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. - I CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE EXTERIOR (2"xb") WOOD MIN. R.-VALUE = 20 (CAVITY) GENERAL WIND PROTECTION CONNECTION NOTES: NOTES, AND TABLES ON PAGE &-005 4 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS! BOLTS SHALL COMPLY WITH ANSI/ASME B Ib.2.1 SQUARE AND R-21 GATT INSULATION YES SECTION 501.2.1.2.1.A ARAGE DOOR 6 A ED OPEN INS PROTECTION SHALL MEET FRAME WALL R-VALUE PER TABLE R402.1.2 - CLIMATE ZONE 4 ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SPECIFIES THE REQ D NAILING FOR THE SHEATHIN6 (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). CONSTRUCTION;SSTO 10-qq AND 2018 SBG HIGH WIND EDITON W THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR WOOD FRAME SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENIN6 H CONSTRUCTION SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LA6 SCREWS: LA6 SCREWS OR LA6 BOLTS SHALL COMPLY WITH ANSI/ ANSI/DASMA 115. MIN R-VALUE = Iq FLOOR R-VALUE R-50 BATT INSULATION YES w I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. SPEG.'s). ASME Ba.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). PER TABLE R402.1.2 - CLIMATE ZONE 4 2 FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH II ___ F 2 2.2.5. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES A THICKNESS OF NOT LESS THAN 4" AND A SPAN OF NOT MORE THAN b' SHALL V BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND HOT WATER PIPE LEMINR-VALUE = 32. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN R-3 PIPE INSULATION YE5INCLUDED IN THE STANDARD BUILDING CODE, SECTION2306 OF IBC SHALL WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END &RAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE INSULATION 03.4 s R4035 BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS PERDHIE AND AND SECURED E ME DODTH THE ATTACHMENT MENT H RDHARE�PROOVIDED AS � WALL w/STEEL SHIMS d A MIN. 5/4 OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURERS CODE EVALUATION REPORTS. COMPLIANCE STATEMENT: 5. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED SECURE w/(2) 1/2" cl) ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPEGIFIGA7ION5 ARE IN DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL EXIST. WALLS $ 12" LONG HOOKED BOL75 ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION GODS U51NO CHAPTER 4 [RE]. ui AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED C'iALYANIZED' P05TIN6 ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" CAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, ON THE BUILDING. !, WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). GRADE 53 57EEL SHALL BE USED. OTHER METAL CONNECTORS SHALL 0 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY HOWEVER, WHEN COLUMN OR POSTING 15 PART T THE LOAD PATH FOR USE CLIMATIC $ GEOGRAPHIC DESIGN CRITERIA SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S PLUMBING TABLE R O IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS CODE EVALUATION REPORTS. I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWY) AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. STANDARD SREARWALL HARDWARE (w/NOTED VALUES) d ANCHOR BOLTS, SYSTEMS TO NYS PLUMBING GORE AND NYS DEC, REGULATIONS. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROJECT: U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE b" LONG 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 1661 STANDARD w/6" RISE d w/(2) VO BOLT5 THROUGH CENTER LINE OF VERTICAL LE65 GROUND SNOW LOAD 725 LE,___1 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. QUACKEN BUSH RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb" OR 2'x4" LUMBER 15 SET b" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-003. ALLOWABLE LOCATED IN UPPER THIRD OF ATTIC, SPACE AND ATTACH TO EACH PAIR OF 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION 57RU07URAL MEMBER DEFLECTION BASIC WIND SPEED 150 MPH RAFTERS. ASPHALT ROOFING SHINGLES SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDIN6 CODE AND AT BASE OF VERTICAL WASTE PIPES. RENOVATION I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-CLASS-A ASPHALT ROOFING AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. SHINGLES OR APPROVED EQUAL. MANUFACTURER'S CODE EVALUATION REPORTS. 4. USE 4" CAST IRON THROU674 FOUNDATION WALL AND PITCHED AT I/b" PER RAFTERS HAVING SLOPES GREATER THEN 3/12 L/a0 EXPOSURE CATEGORY B FOOT. W/ NO FINISHED CEILING ATTACHED TO RAFTERS 1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45" AND EVERY 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT,UNLESS OTHERWISE 2,2,1, SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME B Ib.6.l SEISMIC DESIGN CATEGORY B NOTED. ALSO, CONTRACTORS OPTION TO APPLY OAF-WEATHER-WATCH ICE INTERIOR WALLS d PARTITIONS H/180 I6 WITHIN 4 OF EXTERIOR CORNERS. WOODSGREWS (INCH SERIES). 5. GENERAL TRAP AND WASTE SIZES A5 FOLLOWS, UNLESS OTHERWISE NOTED: �::l AND WATER BARRIER FROM EDGE OF EAVE TO 24 INSIDE EXTERIOR WALL - DISH WASHER.........................................2' WEATHERING SEVERE 1505 HIAWATHAS PATH b. SILL PLATE TO FOUNDATION ANGHORA&E;SILL PLATE SHALL BE ANCHORED LINE. d 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. - KITCHEN SINK........................................2" TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER _ LAVATORY...............................................2" FLOORS PLASTERED GEILIN65 L/360 FROST LINE DEPTH 3'-0" SOUTHOLD N.Y. 11971 OF I" AND 3"x3"xj" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF MECHANICAL CONNECTIONS: $SHOWER/TUB..........................................2' PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR CONSTRUCTION. I. ALL MECHANICAL CONNECTIONS SPECIFIED "SIMPSON" MAY BE - TOILET........................................................3" SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. � ALL OTHER STRUCTURAL MEMBERS L/240 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 1" IN CONCRETE/MASONRY LAUNDRY .................................................2' ,TERMITE MODERATE TO HEAVY FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS `} ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURERS _- FLOOR DRAIN................................... . . " AND AT SPACING NOT EXCEEDING 4' ON CENTER. SPECIFICATIONS. 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED 3 EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 DRAWING TITLE: BY "SIMPSON" MANUFACTURER. 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" ICE BARRIER REQUIRED YES GENERAL NOTES 5. NAILING OF ROOFING SHALL BE TO CODE. CODES AND REFERENCE STANDARD: THROUGH ROOF. 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK ENERGY TABLE b. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE INDICATED IN SIMPSON PRODUCT LITERATURE. THERE MAY BE SEVERAL STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 ?. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN d PERMITTED LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY STRUCTURAL DESIGN CHARTS NEW PORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW PORK LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "SIMPSON„ DRAIN COOKS AS REQ'D. HOSE BIBS SHALL BE PROVIDED W WA WITH BAGKFLOW EXTERIOR LLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STATE ENERGY CONSERVATION CONSTRUCTION CODE. 1. PROVIDE (2) LAYERS OF 15# ASPHALT 5UILDIN6 FELT UNDERLAYMENT FOR PROTECTION. 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 2:12 PITCHES TO 4:12 PITCHES 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED b. WASTE FROM CLOTHES WASHERS AND LAUNDRY TU55 ARE TO BE PROVIDED WOOD FRAMING, AND CONNECTION TO FOUNDATION - 20I8 WOOD FRAME WITH BACK FLOW PROTECTION. CONSTRUCTION MANUAL BY THE AMERIGAN FOREST d PAPER ASSOCIATION b. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER (AF4PA) AMERIGAN WOOD COUNCIL (AWC). THE SEALANT TO UPLIFT FORGES U51N5 ASTM D 6551. MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED, q• THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL STRUCTURAL DESIGN LOADS PAGE: 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER HEALTH DEPARTMENT STANDARDS AND REGULATIONS. 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE SITE WORK SPECIFICATIONS OF THE PRODUCT BEING INSTALLED G-002m00 PLUMBING CODE. I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR USELIVE LOAD DEAD LOADTO CONGEALMENT OF PLUMBINI&.-I. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, ARCHITECT MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS GODS, RECEIVE CLARIFICATION FROM ARGHITEGT/ENGINEER PRIOR TO PROCEEDING. II. NOTGRING AND BORING OF STUDS,JOISTS, RAFTERS AS PER BUILDIN6 GODS. EXTERIOR BALCONIES 40 psf 15 psf 8. ALL CONNECTORS SPECIFIED AS A 'SIMPSON TOP MOUNTED BEAM NO NOTCHING AND BORING OF: STRUCTURAL MEMBERS SHALL BE PERMITTED 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED NOR ANY POTENTIAL DAMAGE' THEREOF. DECKS 40 psf 15 psf CODE, NFPA 10 AND 2020 NEW YORK STATE ENERGY CONSERVATION 5700KPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. 12. PER NYE, PG 425.4, A 4"x3"' CLOSET BEND SHALL BE AN ACCEPTABLE DATE: 10/30/23 2 OF 16 CONSTRUCTION CODE. SITE. STOCKPILE ALL EXCAVATED MATERIALS. PASSENGER VEHICLE 6ARAOE5 50 sf I AS PER PLAN WATER CLOSET CONNECTION. YNHERE A 3" BEND IS UTILIZED, A 4"x3" FLANGE p 6YP5UM WALL BOARD 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE SHALL BE INSTALLED TO RECEIVE THE FIXTURE HORN. I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE ATTICS WITHOUT STORAGE (MAX CLEAR HOT ( 42") 10 psf i 15 p sf } COMPOUND METHOD. FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. MEGHANIGAL, FUEL OAS: i •it`, ELECTRICAL: ' '• A . 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS �, .r:.� >�) ,n°k", 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDIN6. I. MEGHANIGAL AND FUEL OAS SYSTEMS SHALL COMPLY w/ THE I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM ATTICS WITH STORAGE (MAX CLEAR HOT > 42 ) 20 psf I 15 psf ,> 1\, • ? OTHERWISE NOTED. WATER RESISTANT (W.R.) AT BATHROOMS AND WHERE NYS MECHANICAL CODE AND FUEL GAS CODE TO 201 NATIONAL ELECTRIC CODE,NFPA 10 AND 2020 NEW YORK STATE y , ' DEEMED APPLICABLE. ENERGY CONSERVATION CONSTRUCTION CODE. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf �i',"•,." ,%�- INSULATION , ts; , I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED 2. ALL MECHANICAL SYSTEMS, APPLIANCES, b EQUIPMENT SHALL BE LISTED, 3. 5/6", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS LABELED, 4 INSTALLED IN ACCORDANCE w/MANUFACTURER'S SPEC.'S S CODE. 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON r ,I,. . FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. SLEEPING ROOMS 30 sP 15 psf (WHERE APPLICABLE) AT HEAT PRODUCIN6 EQUIPMENT TO EXTEND THREE FEET COMPLETION OF WORK. P P � � _ IN EACH DIRECTION BEYOND THE UNIT(S). AL50 AT HEAT PRODUCING FOIL TO BE PLACED TOWARD WARM SIDE. 3. ALL FUEL GAS SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDIN65 F .e•_ ' ' ` EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL SHALL BE EQUIPPED w/ FLAME SAFEGUARD DEVICE WHICH SHUTS OFF THE FUEL 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 'I2: STAIRS 40 psf 15 psfI 1,11 CONCRETE PANELS OF 5/5" THICKNESS MINIMUM. 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGHT IS EXTINGUISHED. - 6ENERALLY,VERIFY OR PROVIDE HARD WIRED e<' 11 WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY SMOKE DETECTORS w,/ BATTERY BACK-UP IN: GUARDRAILS AND HANDRAILS 200 sf 15 sf ."; I •µ 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND ED6E5 SHALL BE CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE 4. SUPPLY d RETURN DUGT5 OR PORTIONS THEREOF NOT LOCATED p , p TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS FOUNDATION WATERPROOFING. COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED A. EACH 5LEEPIN6 ROOM , TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: TO AN R-VALUE OF AT LEAST (NY5 EGG R403.3): ;, B. OUTSIDE OF EACH SEPARATE SLEEPING ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND - g" R-50 FOR FLAT GEILIN65 DUCTS 3"(P $ GREATER, LOCATED IN ATTIC: R-b AREA IN THE IMMEDIATE VICINITY OF ALL OPENINGS. - 5.25" R-30C FOR VAULTED AND CATHEDRAL GEILIN65 DUCTS UNDER 3"O, LOCATED IN ATTIC: R-6 THE BEDROOMS (GENERALLY THE HALLWAY) - 3.5" R-15 FOR 2"x4" WALL CONSTRUCTION DUCTS VV 8 GREATER, OTHER PORTION OF BUILDING: R-6 6. FASTEN GYPSUM BOARD AS PER FASTENIN6 SCHEDULE ON PAGE 6-003. - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION DUCTS UNDER 3"0, OTHER PORTIONS OF BUILDIN6: R-4.2 C. EVERY LEVEL OF DWELLING "ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH - 5.25" R-21 FOR FLOORS (BASMENT, FIRST FLOOR, 4 SECOND FLOOR, ETC.) ASGE 1-16 (MINIMUM DESIGN LOADS FOR BUILDIN65 AND OTHER STRUCTURES) HOLDOWN [DETAILS TYi= GAL NAIL_ NO/STRAFF 1 NO REOU I RE1�ENTS FOR Ui=L I FT SHEAR � LAT7-RAL V� ND RES I STANG� NOTE: THIS SCHEDULE DOES SCHEDULE A ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER / / OES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE G-003 FOR STRAPPING AND NAILING REQUIREMENTS, �- "ALL STRAPPING TO BE V4"x 20 OAUOE** -- "SIMPSON" EQUIVALENT - C520 (COILED STRAP) AND ROUGH OPENING FRAMING REQUIREMENTS) Q ALL NAILING IS A GENERAL SPEGIFIGATION, IT APPLIES UNLESS NOTED OTHERWISE 0 �U5E IOd NAILS IF STRAPPING 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) Lu ca DESCRIPTION AND QUANTITY SPACING HOLDOWN 'A' HOLDOWN 'B' FASTENER SPEC. FASTENER CONNECTION A NA I L I NO OR I D cv FOR NEW ✓!: EXIST. FOUNDATIONS 0")AT RAFTER TO RIDOE ROOF $ GEILING FRAMINO ENDWALL ENDWALL CONNECTION: COMMON NAIL w/o PREBORED HOLES. ;�, IX 1; C9 I.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A Ibd � 0 e". . " RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE G-005 PER RAFTER N Z 0 (3) 2x FULL (3) 2x FULL CORNER STUD ..M"•••"•""` �^' 2 2.WOOD IS ASSUMED TO BE O,F,#2 t BTR. IN DRY USE FOR STRAP - 3 5 d COMMON R.R, 0 _ i CONNECTED TO ^- SERVICE G T STUD CORNER STUD HEI6 T D TRANSFER SHEAR NAILS ® EA. END OF STRAP. 2 GEILIN6 JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 0-003 PER JOIST •� U ONNEGTED TO 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL x N TRANSFER SHEAR �y (EVIDENT DURING INITIAL INSTALLATION) PREBORE THE NAIL O O a-+ "SINN AN HDQB FOR ROOF SLOPES UNDER 5:12 WITH • • ' • ' • • • HOLES,SET NEW MEMBER. GEILIN6 JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE 6-003 EACH LAP 0 .� 0 m +- HOEDOWN ANCHOR ® 2-Ibd COMMON 2-I6d COMMON ROOF SPANS OF 24' OR GREATER • • • NAILS ® 6" O.G. 4 LOCATIONS NOTED NAILS® 6' O.G. 3 ' • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED CEILING JOIST LAPS OVER PARTITIONS (FACE-NAIL) CI-Ibd COMMON EACH LAP O coJ L0 ON PLANS 10" O.G. IF BLOCKED �•"..,,,,,•,••„..." USE 4 8 d COMMON NAILS ® EA. • • C O.G. IF BLOCKED CORNER POST END OF STRAP. G.J. C.TIE S" • • 5.SEE SECTION 6 FOR ANY REQT TO CLINCH THE NAILS(TO Q a O CORNER POST ��'"'"„••...,,„ TIGHTLY BOND THE END OF THE NAIL TO A q0° ANGLE,SEE COLLAR TIE TO RAFTER (PAGE-NAIL) SEE PAGE 6-003 PER TIE 'SIMPSON" HDQB - THE ABOVE ASSUMES A RAFTER GRAPHIC BELOW) O N ANCHOR 0 SPACING OF 16" O.G.; FOR SPACINGS b. DIMENSIONS ARE DERIVED FROM THE NOS GO BLOCKING TO RAFTER (TOE-NAIL) 2-Sd COMMON EACH END HOLD W SECTION 12.4-PLACEMENT OF NAILS t SPIKES t TABLE LOCATIONS NOTED a OF 24 O.G., INCREASE NAILING BY A ON PLANS FACTOR OF 1.5. GR 4-I. RIM BOARD TO RAFTER (END-NAIL) 2-Ibd COMMON EACH END CONNECTION BI I$ B2 a AT RAFTER TO TOP PLATE TO STUD WALL FRAMING HOLDOWN INSTALLATION OPTIONS: GONNEGTION: FOR NEW P. GONG. FOUND.'s "�. a FOR STRAP - 3 8 d* COMMON NAILS ® EA. � :�:""" TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I PER FOOT HOLDOWN CAST IN PLACE w/7/5"(P THREADED ROD END OF STRAP. " .......•• • • • • r 1 _ FOR EXIST. P. GONG, OR NEWLY CURBED FOUND.'s . . SEE WHEN IN TOWN OF ISLIP OR NAILING • • TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE v • THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO ' " • • NOTE 05 GEOMETRY EXCEEDS THAT PERMITTED IN n CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY MAX. NAILING GRID ABOVE UTILIZE - " • • STUD TO STUD (FACE-NAIL) 2-I6d COMMON �J ADHESIVE), d FOR TEMP.'S O°F-4 VE USE "SIMPSON" AT 51MP50N #H2A (OR EQUAL) RAFTER TIE HEADER TO HEADER (PAGE-NAIL) Ibd COMMON 16" O.G. ALONG • (HIGH STRENGTH ACRYLIC ADHESIVE) � EDGES FOR EXIST. /NEW G.M.U. (GONG. BLOCK) � • FOR TOENAILING - 3 8 d COMMON NAILS ��`'" •". FILL TOP 2 COURSES SOLID d CAST IN PLACE HOLDOWN USE SAME TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUL7 """' FOR G.J. TO R.R. - 9 I6 d COMMON NAILS THREADED ROD CONNECTION .„„„,••��- • REQUIREMENTS FOR „•••„._ BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, r , RAISED G. (WHEN AT G.J. TO G.J. CONNECTION: ENDJo15T, or BLOCKING (FACE-NAIL) 2-I6d COMMON 12 PER FOOT V APPLICABLE) FOR EA. PLATE TO STUD ABOVE 8 OR BELOW HOEDOWN 'G' HOEDOWN V 2 16 d COMMON NAILS FOR G.J. TO G.J. - �_ 16 d COMMON NAILS FLOOR FRAMING � •_ FOR NEW # EXIST. FOR NEWLY POURED CONNECTION CI C2 C71RDER (TOE-NAIL) 4-Sd COMMON PER JOIST n, FOUNDATIONS • �,J FOUNDATION ® ONE STORY ONLY JOIST TO SILL, TOP PLATE or (3) 2x FULL ENDWALL • On HE16HT STUD CORNER STUD • BRIDGING TO J015T (TOE-NAIL) 2-6d COMMON EACH END CONNECTED TO TRANSFER SHEAR ° AT STUD TO FLOOR ASSEMBLY BLOCKING TO JOIST (TOE-NAIL) 2-8d COMMON EACH EN G7 "51MPSON" HDQB (3) 2x FULL ,. -"' • G2 ---- - I TO STUD CONNECTION: BLOCKING To SILL or 3-I6d COMMON EACH BLOCK HOEDOWN ANCHOR ® 2-I6d COMMON HEIGHT STUD .^' • LOCATIONS NOTED NAILS ® 6" O.G. 4 • '"� F I TOP PLATE (TOE-NAIL) ON PLANS 10" O.G. IF BLOCKED Cj I „ ° FOR STRAP -CORNER POST 3 _,5—d COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 5-I6d COMMON EACH JOIST ° I NAILS ® EA. END OF STRAP TO STUD ABOVE 4 0 R JOIST ON LEDGER TO SEAM (TOE-NAIL) 3-8d COMMON PER JOIST ° FOR EA. PLATE V NAILS ®I6d G M O.N - .w I ° ill BELOW - 16 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 3-I66 COMMON PER JOIST �r BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER Fooir " I " ROOF SHEATH I NO a ° STRUCTURAL PANELS: "SIMPSON" ST D14RJ CONNECTION DI D2 SOLID INTERIOR ZONE Sd COMMON 6" EDGE / ID" FIELD HOEDOWN INSTALLATION OPTIONS: BLOCKING PERIMETER EDGE ZONE s bd COMMON 6" EDGE / &` FIELD " m EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ 8d COMMON 4" O.G. FOR NEW P. GONG. FOUND.'s UP TO "I" RAKE OVERHANG HOLDOWN CAST IN PLACE w/7/6"O THREADED ROD "" - FOR EXIST, P. GONG. OR NEWLY CURRED FOUND.'s ° "" AT STUD TO FLOOR ASSEMBLY TO 5ILL GE I L I NO SHEATHING 7/8"IP THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLA7E(5) GONNEGTI ON: D2 / CONCRETE w/ "SIMPSON" SET (HIGH 57REN(57H EPDXY 1/2" MIN. ADHESIVE), 6 FOR TEMP.'s O°F-40°F USE "SIMPSON" AT FROM "'- "'r GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 101, FIELD (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR ° ° FOR STRAP - _5 8 d* COMMON NAILS ® EA. FOR EXIST. /NEW G.M.U. (GONG. BLOCK) SPECIFIED ON D I : ° ' END OF STRAP (WRAP STRAP UNDER SILL PL.) TYP. FOUND. NOTE •� • I WALL SHEATHING FILL TOP 2 COURSES SOLID d CAST IN PLACE HOEDOWN o o FOR EA. PLATE TO STUD ABOVE d OR BELOW - w/7/8"� THREADED ROD t ``.� 2 16 d COMMON NAILS V'I STRUCTURAL PANELS ad COMMON 6" EpGE / 12" FIELD � �.� - � GYPSUM WALLBOARD 5d COOLERS 7" EDGE / ISO" FIELD ALTERNATE CONFIGURATION - ABOVE STUD TO FLOOR CONNECTION w/ # LPT4 SIMPSON (OR ••••••„••••••-••••„..„ ed NAIL�s® EA ENDP W/('3) L z NAIL NO/STRAFF' NO © WINDOW/DOOR +DEADER 5TANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES „. OF EA.STRAP TO FLOOR SHEATHING SUBFLOOR W EA.JOIST-(FOR ( 1 NOTATION: SIMPSON H2 A) / 0 U A - NUMBER OF Sd NAILS ® EA. END OF STRAPPING (2015 WFGM,TABLE 5.7, P. 18q);WHEN STRAPPING STRUCTURAL PANELS: GONNEGTI ON E �� „ ...".. G516 5TRAPPING (OR EQUAL). f" or LESS: 8d COMMON 6" G EDE / 112" FIELD REQUIRES OVER 14 NAILS, USE SIMPSON .. „ " B - NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) (2018 WFGM, TABLE 5.25B, P. 2qI) • GREATER THAN I": IOd COMMON 6" EDGE / 112" FIELD C - NUMBER OF FULL HEI&HT KIN& STUDS ® EA. SIDE OF HEADER (201e, WFGM,TABLE 5.25c,P. 2q2; ......'"" • ALTERNATE AS PER TABLE 5.25D, P. 2q3) W. I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE, w A D D - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 'REDUCED. a (2018 WFGM, TABLE S.7, P. ISq) .4 FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER E (2-PLY) - NUMBER OF JACK STUDS ® EA. END OF 2-PLY HEADER (2016 WFGM, TABLE 5.22F,P. 255) PLATES) CONNECTION G E (5-PLY) - NUMBER OF JACK STUDS ® EA. END OF 5-PLY HEADER(2016 WFGM, TABLE 5.22F, P. 288) a a ' a SLAB ON GRADE APPLICATION: SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR °a ° ° ° ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: B F - NUMBER OF Ibd NAILS, :>OOR5 (2 THROUGH ADJACENT JACK STUD TO END OF 51LL(5) m EA. SIDE a e a ° a ° 2 - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF (DOES NOT APPLY TO DOORS) (2018 WFGM, TABLE 3.8, P. 141) ° FOR STRAP - 5 8 d* COMMON NAILS ® EA. NAILS SHALL BE PERMITTED TO BE REDUCED TO I-I6D NAIL PER FOOT. FASTENING SCHEDULE B "' ° ° ° " ° END OF STRAP (WRAP 5TRAP UNDER SILL PL.) ° - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH a a 51DE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE QUACKENBUSH �I, F RCU6H OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS ".,„•, „� a 4` USED. (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - R E N OVAT I O N M„"" "� 2 16 d COMMON NAILS A NOTATION '°`X M A B G D E E S I ONAOE FOR TRUSS TYPE, PRE—ENOI NEERED ROUGH (2-PLY (3-PLY OPENING HDw HDw WOOD, AND/OR TIMBER CONSTRUCTION 2'-011 3 I I 2 I 2 THE FOLLOWING SIGNAGE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 1505 HIAWATHAS PATH TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE SOUTHOLD, N.Y. 11971 RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR 4'-0" 5 1 2 5 2 1 1 3 Sfi=L I G I NO OF TOE i�LAT GABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE * - PROVIDE (2) 2"xi0" HDR (MIN.) U.O.N. 6'-0" "1 I 3 4 3 2 4 BRA CINO/STRAPPING AUTHORITY HAVING JURISDICTION: DRAWING TITLE: FOR RAKES 12" OR 8'-0° Q 2 3 5 3 2 5 TOP PLATE BLOCKING 2 HOEDOWN ANCHOR BOLT TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK ® LESS PROVIDE r , BLOCKING• 12"o.c. CONSTRUCTION TYPE DESIGNATION SHALL LENGTH FOR WIND - EXPOSURES B8C - FOR WIND - EXPOSURES B40 - 4'-0" O.G. TO AGHEIVE RAKE O.H. BE "1", "II", "III", "IV", OR IV' TO INDICATE STRAPPING, & NAILING DETAILS 10'-O" II 2 4 6 5 5 6 ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE THE STRUCTURE UNDER SECTION 602 OF 12'-O° 13 2 5 8 4 3 8 BUILDING MINIMUM SPLICE"a` BUILDING MINIMUM SPLIGE'��` THE NY5 BC,. DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) TYP. STRAP w/(5) 8d NAILS EA. END PAGE: DESIGNATION FOR STRUCTURAL 12'-O" 2'-O"/2'-6" 12'-O" 3'-O" OF EA. STRAP 6" DIAMETER COMPONEN75 THAT ARE OF TRUSS TYPE, ANCHOR BOLT SFEG GATT ONS I6'-o" 3'-0"/3'-q" I6'-o' 4-o ATTIC, PRE-ENGINEERED WOOD, OR TIMBER AT G-003m00 , ' ' � , ' ; CONSTRUCTION A5 FOLLOWS: ' 11 - "F" = FLOOR FRAMING INCLUDING 20-O 4-O /5-O 20-O' � 5-O , BLOCKING 2 BAYS GIRDERS BEAMS 6"-12° SPECIFICATION (2016 WFGM TABLES 3.2A 5.25, P. 157-160) BACK® 4'-0" O.G. CORNER gq�� 24-O 4-O"/5'-O 24-O„ b-O„ , - "R" = ROOF FRAMING CONDITION FOR ALL STRUCTURES: - "FR" = FLOOR 4 ROOF FRAMING DATE: 10/30/23 3 OF 16 %,"(P ANCHOR BOLTS ® 3,5i" O.G. 28'-O" 5'-O"/6'-3" 28'-0" • 52' SECOND FLOOR z NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE CONNECTION USING 2-I66 NAILS PER FOOT.FOR SHORTER SPLICE c LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-0" 8'-O"/10'-O" 40'-O" III-oil I. MIN. 7 EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS BLOGKIN& 2 BAYS 4 r END w/ 3" SQUARE WASHERS AND END NUT SETUP; IN EXPOSURE B 1. 11 7YP. STRAP w/(3) BACK ® 4'-O" O.G. ' CONDITION 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 8 FILL 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50-D 10-O"/12-6 50-O 13-O" "• " E' iv TOP TWO COURSES SOLID 8d NAILS EA. END s•.: .• STROKE ' S.TABULATED SPLICE LEN6THS ARE BASED ON 8 FOOT WALL 60'-0" 12'-O"/15'-O" 60'-0" 16'-0" OF EA. STRAP E 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEIGHTS FOR OTHER WALL HE16HT5,H,THE TABULATED UNIT l LATERAL LOADS SHALL BE MULTIPLIED BY H/5; ` PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR 5HEARWALL5 FOR ALTERNATIVE WALL HEI6HT5 MULTIPLY THE ABOVE 70'-O" 14'-011 70'-0" Iq'-O" FIRST FLOOR " (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT). 11 b0-O I6-O 80-O 22-O' NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR Y 3. ANCHOR BOLTS ARE TO BE BETWEEN 6 $ 12 „ y {. FROM ENDS AND CORNERS (TWO ® CORNERS) q'WALL- 1.125 1.25 REFLECTIVE REFLECTIVE II' (SEE DIAGRAM TO LEFT) WALL- 515 BLOCKING 2 BAYS RED PANTONE WHITE 11 WALL- THIS COLUMN w/MULTIPLIER w BACK ® 4'-O" O.G.12'WALL- 1.5 I.5 FOR 10'-0" WALL #I a-7 4. COORDINATE w/ HOEDOWN LOCATIONS 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAMING GRAPHICS CONTINUOUS BUILT-UP OIRDERS, 5 OR MORE SUPPORTS (THAT EXCEED FRAMING STANDARDS, IT IS REO'D FOR FRAMER TO HAVE A F I REBLOGK I NO FOR PLATFORM WOOD FRAM I NO WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AVJC] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) a • AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BE/TWEE Ab ION WHEN GIRDERS MADE UP OF JOISTS NAILED PATTERN CONNECTION DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER Q BLOCKING LOKING UNDER LOAD BEARING WALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES 0 MAX.52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. Lu NON-LOAD BEARING WALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS• 12"O.C. A THE SPAN LENGTH FROM AN INTERMEDIATE Lu SUPPORT. NO T1NO ADJOINING JOISTS, NOR MORE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST —� (z STUDS STUD E (3)ROWS IOd NAILS a 12"O.G. SERVES AS FIRE5LOPPING. � SUBFLOOR P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE Q t N ' SUBFLOOR G (2)ROWS I/2" (P BOLTS• 12"O.G.STA66ERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE L!) DEL.a ENDS TWO-PIECE SOLE PLATE BUILT UP GIRDER P MAX.321, NAILING: .— PLATE SERVE AS FIRESTOPPIN6. � Q w 0 D (2)ROWS I/2" m BOLTS m Ib"O.C. 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE _ -�TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE JOIST SERVES AS FIRESTOPPIN6. SOLE PLATE 51DE WITH IOd NAILS TWO NEAR EACH END OF }. � E (2)ROWS I/2" m BOLTS• 24"O.G. � BETWEEN 1/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE 5 5. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOGKIN6 z F (2)Rows E-3/e°TRUSSLOCK 5GR-RP o 12"O.C. a 1/4 OF A OF I6 INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. O C � 0 SCREWED ON(I)SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH �co U 6 (2)ROWS 3-3/2,"TRUSSLOCK SCREWS 0 Ib"O.G. P SIDE W/ IOd NAILS, TWO NEAR EACH END OF EACH - b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE cc SCREWED ON(1)SIDE OF MEMBER JOIST, OTHERS STA66ERED w/ A DISTANCE OF 52" AND 2 INCHES OF WOOD BLOGKIN6 PLACED BETWEEN G X N H (2)ROWS 3-3/a"TRUSSLOCK SCREWS a 24"0.c. BETWEEN NAILS: IN A HORIZONTAL LINE. JOISTS SERVE AS FIRESTOPPIN6. O m 0 JOIST SCREWED ON(1)SIDE OF MEMBER "� 0 a--� r- '', MAXIMUM OFFSET THREE-PIECE T FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND � CV � N (2)ROWS 5"TRUSSLOGK SCREWS m 12"O.G. BUILT UP GIRDER MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d C O I JOIST DEPTH, d SCREWED ON BOTH SIDE OF MEMBER p 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS Q 0 a 0 MATCHED SIZE OF $LOOKING -- --- - NAILS ON EA. SIDE W/ TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPIN6. r- (2)ROWS 5"TRUSSLOCK SCREWS• Ib"O.G. 4 UNDER NON-LOAD BEARING FIRESTOPPIN6 AND K �wED ON BOTH SIDE OF MEMBER PIECE, INCLUDIN O INTERMIDIATE JOINTS, AND w/ THE PARTITIONS 032" O.G. BLOCKING LID OTHERS STAGGERED W/ A DISTANCE OF NOT MORE _c 3 5. THE HEADER SERVES AS FIRE-STOPPING. L (2)ROWS 5"TRUSSLOCK SCREWS® 24"O.G. BETWEEN I/b u i DOUBLE PLATE SCREWED ON BOTH SIDE OF MEMBER a 1/4 OF A THAN 32 BE7KEEN NAILS IN A HORIZONTAL LINE. • I � 9. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO GE I L I NO BRAG I NG NOTE; a FOUR-PIECE CIDERS ARE TO BE A55EMLED AS STRINGER TO SERVE AS FIRESTOPPIN6. CANTILEVERED FLOOR I.BEAMS t HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED v— PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 6"OR SMALLER 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR GABLE ENDWALL ! CONNECTION PATTERN 'B'WHEN 10"OR LARGER � FOR THE THREE-PIECE GIRDER. FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH STUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER GIRDERS ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH SUBFLOOR OLE PLATE 2"x4" CONTINUOUS GABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR FIRESTOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF LATERAL BRACE® 60.0. TRU55 THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE CEILING BAND BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE U JOIST r 2 IOd NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED e AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMIAL n 1 PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON `LD p I j,� �{ NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE~ 10) ad NA LINO PATTERNS FOR S 1 IDE LOADED BEAMS le. FLUSH 57AI " IS) -LOCATIONS REQUIRUNG FIRESTOPPIN6- AS FIRESTOPPIN6. NAILS 4-1 FIRE- FIB- WOOD FIRESTOPPING FIRESTOPPING w FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING FIRE- FIRE- sroPPING sroPPING SOLE MEMBERS 1 JOIST V * 5d COOLER NAILS a 10"O.G. NAILED' BOLTED' U �G 2"x4" BLOCK NAILED TO EA. BRACE ROWS Ibd 3 ROWS Ibd ]RowsX, 2 ROWS V 2 ROWS) VERTICAL BLOCKING W/(4) IOd NAILS COMMON COMMON BOLTS a 24' BOLTS BOLTS FIRESTOPPIN6 WHEN a 12"O.G. •12"O.C. aC sTAs�ERErP O 12"O.G. •6'O.G. COVERING 15 APPLIED STUD20 ga. STRAP TO UNDERSIDE OF •-� GYPSUM BOARD TWO ROWS 12"O.G. THREE ROWS 12"O.G. J015T5 LOCATION I LOCATION 2 LOCATION 3 !^ �J DOUBLE PLATE * 5d COOLER NAILS a 10"O.C. (10) ad NAIL BEAM SELECTION W LOCATION 4/ STD. NAILING ° ° ° ° °' ° NOTE: ENDWALL STUDS AS NOTED IN NOTES -1 8 JOIST SHALL $E LOCATED TOP 5 DIRECTLY * DENOTES ALT.FOR USE OF DRYWALL SCREWS ° ° ° °' SOLE S NONCOMBUSTIBLE ALTERNATE OVER STUDS UNLES P PLATE FOPPIN PPIN6 LOCATION 4" ® EDGE 12" ® FIE D FULLY BLOCKED DESIGNED TO CARRY THE LOAD SCREWS Kb/ lY4"TYPE W OR 5 I.TOP AND BOTTOM ROWS SHOULD BE 2'FROM EDGES WOOD FIRESTOPPIN6 oI GIRDER Q FIRESTOPPING 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STA66ERED TWO ROWS b"0.0. LOCATION 5 LOCATION 6 FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL ^I'I INTERIOR STUD DETAIL TRCKNE55 OF THE MEMBER.USE WASHERS UNDER HEAD AND NUT. O O O O O O O O O OVERLAID ROOF 5.STAGGER 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 FIRESTOPPING 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPIN6 I'' p APPROX.I INCH THICK BOTH SIDE OF THE MEMBER 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b"O.G.OR TRIPLED \ _ FOR 4"O.C.NAIL SPACING. LOCATION -I .\ STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: , STRAPPING W/ -7.2 ROWS OF Ibd COMMON NAILS(I2'O.G)FOR DEPTHS 12"OR LE55 FIRESTOPPING 4 ad NAILS LOCATION b LOCATION 9 a EA.END 0 R.R. 8,B ROWS OF 16d COMMON NAILS(12"O.C)FOR DEPTHS OF 14",16" < IS". LOCATION 10 FULL WIDTH 2" �ELOCKIN O 0 GONSTRUOTI ON DETAILS N ND LOAD FA7H CONNECT ON DETAILS TOP PLATE DRILL 2"m INTO ROOF DECK FOR STRAPPING IN5T'L. NOT TO SCALE I NTERSEGTION DETAIL EXIST.OR NEW NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 IOd TOP PLATE US LOWER TOE NAILS NOTED CONT. BLOCKING .i SPIKED TO R.R.'s ALIGN NEW d EX. R.R. AS 5HOWN KING STUDS PLAN VIEW NOTE: SIMILAR® 'SHED' WOOD JO I5T -0 WOOD JOIS ROOF,R.R. IN LINE CRIPPLE STUD BLOCKING JOIST HANGER HEADER y GENERAL REQUIREMENTS FOR C ENERAL REQUIREMENTS FOR e � zW INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADER -� WOOD GIRDER JACK STUDS MAIN MEMBER —� WOOD JOIST ilu E IN JOIST FRAM I NO OVER WOOD GIRDER JO 15T FRAMING FLUSH WITH GIRDER/HEADER TYPICAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN a AN ANGLE OF PROJECT: MEMBERS/ E DIAM.X 5 APPROX. 30° w/THE MAIN MEMBER $ STARTED APPROX. I. NAILS SHALL BE DRIVEN PERPENDICULAR TO ATHE LENGTH OF THE NAIL FROM THE MEMBER END, Q U AC K E N B US H AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A 90° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN RENOVATION MEMBER, FOR THIS APPLICATION, SHALL BE AT LEAST RAFTER- 5. — O SIX TIMES THE DIAM. OF THE NAIL TTN6, NO MORE THAN 2 TOE NAILS SHALL BETINSTAL INSTALLED IN I AI SIDE OF A RAFTER OR GEILIN6 JOIST WALL STUD WALL STUD WHEN FASTENED TO A N TOP PLATE 3 TOE NAILS 1505 HIAWATHAS PATH IN EA. SIDE WHEN FASTEENED ED TO A 2"x6" TOP PLATE. BOTTOM PLAT BOTTOM PLAT� E J BATHTUB SUB FLOOR DOUBLE JOI57 DOUBLE J0157 -0 TOP PLATE SOUTHOLD, N.Y. 11971 GH I M. CHASE SECURE NO @STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS NOTE: FIREBLOCKING DETAILS (51M. 0 CHASE WITHIN PLANE OF ROOF DOUBLE JOI57 FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/STUDS TO ATTIC, FLOOR $ BLK'6 TO R/L SIDES w/STRAPPING TO R/L SIDES) N OO w PAGE: TOP PLATE ® o J m WIND RES 1 STANT CONSTRUCT 1 ON CONNECTORS CHIM. CHASE WALL �Qz p V o CONNECTION LOCATION: PART NUMBER: NOTES: G-004m00 o-- ° RIDOE-TO-RAFTERS C520 @ 21 'I APPLY TO EACH PAIR OF RAFTERS z RAFTER-TO-WALL H7 APPLY TO EACH RAFTERLL DATE: 10/30/23 4 OF 16 ROOF 0 H z RAFTER-TO-PLATE H8 or H23 APPLY TO EACH RAFTER �z REQ'D BLOCKING �'Q • PLATE-TO-WALL STUD G520 @ 18" TO ALIGN w/STRAPPING dI APPLY TO EACH WALL STUD n a EA. LEVEL ABOVE LU THE FIRST FL. ®z d 2ND. FLOOR WALL-TO-I5T. FLOOR WALL LFTA or C520 @ 56" APPLY TO EACH WALL STUD Ul FLOOR/GL6. ® HEADER-TO-JACK STUD G520 @ 12" APPLY TO EACH JACK STUD 4 `% TIT'— CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD �. SHEAR WALL HOLDDOM ANCHOR 55TB16 APPLY TO EACH 51DEWALL END '� t WRAP UNDER DOUBLE SILL PLATE EST. FLOOR-UNDER-SILL PLATE 0520 "(USE WITH 3 SQUARE WASHERS) SC)E VIEW FLAN VIEW USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS 70 ACHIEVE MAXIMUM UPLIFT LOAD OAPAGITY. 0ENE AL SNi'M5OL_ <F-Y : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT a - WOOD FRAME (L.O. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME (L.O. NEW FOUNDATION WALLLLJ W 5TL. WHEN APPLICABLE) l '� f) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL v ate,' c � WOOD FRAME (L.O. 5TL. ® P05T FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL _ b7 O � POST FOR b" WALLS), U.O.N. - -O o NEW 2-HR FIRE RATED /`�� +-+ WOOD FRAME (L.O. 5TL. `�� O O N Z O WHEN APPLICABLE) I �� d •cu I 0 O O +- O m Z EXISTING 5UNROOM TO BE RECONSTRUCTED. •1-' nj 4' � C O co DEMOLISH EXISTING EXTERIOR HD. FR. O WALLS 8 ROOF STRUCTURE. EXIST. FLOOR Q .- B O SYSTEM Q FOUNDATION TO REMAIN. W EXIST, SUNROOM II EXIST. GONG. SLAB-\ - - ------ I I LL L= JJ iu 1) \ / I EXIST. UP W -----J If I 1 -ii 1 \ / ---J 111 (op'le EXIST. SLOP SINK TO EXIST. DOOR TO BE EXIST. 1 II t-y EXISTING PLUMBING / \ i O BE REMOVED REMOVED AND KEPT ON __BAT ROO \''� {. • 1FIXTURES TO BE 51TE TO BE REUSED IN II CONSTRUCTION(SEE / \' \ I I / \ REMOVED. BATHROOM I I TO BE REFINISHED DOOR SGHED) L_--_-__ EXIST. WINDOW /�� ¶ 1 TO REMAIN EXIST. _ EXI5TIN6 FLUE TO BE BEDROOM c II EXIST. DEMOLISHED / ��\ KITCHEN \-_�_� CLOSET DOOR TO BE ---- ALL EXISTING CABINETS, I EXIST. OIL-FIRED HOT WATER I I x REMOVED AND KEPT ON i, � \ , PLUMBING FIXTURES d HEATER TO BE REMOVED i SITE TO BE REUSED IN C ��L--. J �--� � APPLIANCES TO BE REMOVED �r' L--- CONSTRUCTION (SEE �� i?\ N +1 REMOVED FURNACE TO BE DOOR SGHED) �` ,�i \ X ® Q ` 1 W S ----------- ----------- EXIST. G� EXIST. _--------- I I GCS I I DEMOLITION NOTE: -� L �___-r-J I PROVIDE SHORING AND SUPPORT TO ALL AFFECTED EXIST. GONG. SLAB C, wj lJ'� -- __ -J STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT (� OF ANY DEMOLITION OR CONSTRUCTION. ELECTRICAL PANEL ` ` ` GARAGE TO REMAIN CLOSET DOOR TO BE DEMOLITION NOTE: REMOVED AND KEPT ON - EXISTING IST FLOOR STRUCTURE TO REMAIN. SITE TO BE REUSED IN - EXISTING IST FLOOR FLOOR JOISTS TO REMAIN. CONSTRUCTION (SEE - EXISTING 15T FLOOR EXTERIOR WALL5 TO REMAIN. -/'- DOOR SGHED) - ALL EXISTING WINDOWS TO BE REMOVED. EXIST. WINDOW T ___________ O REMAIN EXISTING ELECTRIC r METER TO REMAIN DEMOLISH PORTION OF j+ j 1 EXIST. OIL 11 EXIST. IY dJ EXISTO� ING EXIST. FOUND. WALL TO X ® I TANK TO BE BEDROOM N m CREATE AGGE55 TO NEW Lu l REMOVED W FOUNDATION AREA ------- L------------J I I --- - / - - EXIST. �i,'�\ � u u 6ARA6E DOOR TO BE EXIST. DOOR REPLACED_ TO BE REPLACED __----------------________ PROPOSED FOUNE:)ATI ON 1�)EMOL I TI ON PLAN FROF05EI7 FIRST FLOOR DEMOLITION PLAN Z 50ALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 0 Lij I I I I I I I I I I I I EX 1ST. r-----J BATHROOM I r___-7 r___� , PROJECT: 1 DEMOLITION NOTE: I EXIST. - EXISTING 2ND FLOOR F.J. TO REMAIN. EXIST. QUACKEN BUSH I I I I - ALL EXISTING WINDOWS TO BE REMOVED. I I EXIST.I BEDROOM O GL. EXISTING FLUE TO BE DEMOLISHED EXIST. �, RENOVATION EXIST. DOOR TO BE EXIST. DOOR TO BE REMOVED AND KEPT ON J SITE TO BE REUSED IN�- REMOVED AND KEPT ON CONSTRUCTION (SEE ii 51TE TO BE REUSED IN EXIST. DOOR 7 DOOR SGHED) �` TO REMAIN �< CONSTRUCTION (SEE DOOR SGHED) L - 1505 H IAWATHAS PATH SOUTHOLD, N.Y. 11971 EXIST, BEDROOM DRAWING TITLE: EXIST. EXIST. Gam. PROPOSED DEMOLITION PLANS I I I I I I I I I I I I I I I I l I I I I I I I I I I I I I I I I I I I I PAGE: 10 1. 0 0 7--- EXIST.----t ,\� /,� --- EXIST. I I I UNFINISHED j I SPACE UNFINISHED I I SPACE I L---------- �-------------- DATE: 10 30 23 I I - I / / 5 OF 16 L------------ _J I I I I I I I I J fi J FROPOSED SECOND FLOOR DEMOLITION PLAN SCALE: 1/4" 1'-0" 0 E N D A L SN "1�5 0 L <E Y : FOUNDATION PLAN NOTES NEW PARTIAL HEIGHT EGRESS WINDOW WELL: NEW MECH. AREA: CL EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. 5TL. � O PROVIDE NEW EGRESS WINDOW WELL E COVER BY O I. INSTALL ALL INDICATED EQUIPMENT AS PER MANU, 5PEC.'s Q WHEN APPLICABLE) "ROCKWELL;ROGKWELL SERIES" 66"W. X 60"H. OR 2.MAINTAIN 30"x30" CLEARANCE IN FRONT OF MECHANICAL EXISTING TO REMAIN EQUIVALENT. INSTALL AS PER MAN. SPECS. UNITS AS PER NYS MG 506.1 NEW FOUNDATION WALL 3.MAINTAIN ALL APPLICABLE VENTING CLEARANCES Lu E---I NEW WOOD FRAME (L.G. REQUIRED PER NYS MG a04. J �---`I 5TL. WHEN APPLICABLE) \I O co 1. ALL N NE:EWOTLE NDOW5 d DOORS SHALL BE ANDERSEN 4 EQUIPMENT BTO EXIST. PIIPIENO AS REQ ROUp RECONNECTm \1 CASEMENT, DOUBLEHUNG, OR 61-IDIN6 (AS NOTED); Q N NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL VVV INSTALL AS PER MANU. SPEC.'S. FOR TYPICAL MEGHANIGAL AREA NOTES: El •C L0 POST FOR 4" WALLS SUBSTITUTIONS, SEE NOTE #q IN "CLASS WINDOWS WOOD FRAME (L.G. 5TL. I. FOR HD. FR. FLOOR - PROVIDE I/2" GONG. BD. BY � � WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL AND DOORS" ON PACE 6-002 IF CASEMENT "DUROCK" (OR EQUAL) c WINDOWS - ALL CSMNT WNDW5 SHALL HAVE 0 POST FOR 6" WALLS), U.O.N. 2. FOR HD. FR. WALLS - PROVIDE (I) LAYER OF 5/b" - STRAIGHT ARM HINGE WHEN NEW 2-HR FIRE RATED 2.IF DOUBLE HUNG - ALL DEL. HUNG WNDWS TO BE TYPE "X" GYP. BD. UL U505 (OMIT ON GONG. WALL5) L } Z WOOD FRAME (L.G. 5TL. TILT WASH 3. WHEN NEW, INSTALL FURNACE/EOILER AS PER MANU. O N O WHEN APPLICABLE) 3. ALL GLAZING WITHIN 15" OF FF TO BE TEMP. CL. SPEC.'s AND AS PER NYS MEGH. AND FUEL GAS CODE p_ 4.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT N _ WINDOWS (TYP. FOR ALL) U.O.N. IT CONFORMS TO NYS MECH. AND FUEL GAS CODE C X CV 5. COMB. AIR VOLUME AS PER MANU. SPEG.'s - PROVIDE O � i EGRESS NOTE: FRESH AIR INTAKE FROM EXTERIOR O O m a-+ (9 b. MAINTAIN OR PROVIDE FURNACE/EOILER ELECTRICAL IN COMPLIANCE WITH NEW YORK STATE BUILDING �+ �,a.� CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF EMERGENCY SHUT OFF SWITCH -J N 0 (� EGRESS SHALL BE FOLLOWED: 7. FOR 6A5 SERVICE, PROVIDE GAS SHUT OFF SWITCH Q O d o O b. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER NET CLEAR OPENING........... 5.7 S.F. CLEARANCES AS PER CODE NET CLEAR HEIGHT............... 24" MINIMUM cl. PROVIDE 3" FLOOR DRAIN IF REOV BY EQUIPMENT d NET CLEAR WIDTH................. 20" MINIMUM CONNECT TO SANITARY SYSTEM AS PER NYS PLUMBING CODE TYPICAL BATHROOM NOTE: IO.APPLIANCES JOINED THROUGH A COMMON NATURAL O I. WALL BOARD DRAFT VENTING SYSTEM SHALL COMPLY WITH ALL I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN SECTIONS OF 2020 NYS RC 62427. ALL BATHROOMS HYDRONIC AIR HANDLER: 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND 10 1. PROVIDE (2) NEW HYDRONIG AIR HANDLER(5) BY "RHEEM" TUB SURROUNDS 2. SHOWER FLOORS OR APPROVED EQUAL;(1) LOCATED IN BASEMENT # (1) LOCATED IN ATTIC. 2.1. NEW TILE FINISH TO SELECT) UPON 2.PROVIDE AIR DISTRIBUTION TO HABITABLE SPACES 2.2. CONCRETE MUD-SET (SLOPE I/b" PER FOOT THROUGH WALLS OR CEILING. U TOWARDS DRAIN) UPON 3.INSTALLER TO PROVIDE BLOCKING,PIPING, AND TO COVER SHOWER 2.5. WATER PROOF MEMBRANE /� ELECTRICAL AS REQUIRED FOR MOUNTAIN E FLOOR,WRAP DRAIN d ATLEAST lb" UP WALLS W " tV .4 INSTALLATION NEW TILE FLOOR:O � M 4.HANDLER SIZING (TONNAGE) SHALL BE SELECTED PER iLJI(L.REQUIREMENTS OF A/C 3 HEATING SYSTEM(SEE 5' 4" 4 I. NEW TILE FINISH (H.O. TO SELECT) UPON THERMOSTAT FOR ZONE DESIGNATION). • 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON 5. PROVIDE HOT WATER COIL AND CONNECT NEW HOT 3. NEW " DUROCK CEMENTBOARD (OR EQUAL) UPON WATER/BOILER COMBO TO NEW COIL. 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE d SCREW); EXIST. LAUNDRY AREA: 1 SCREW PERIMETER OF SHEATHING 6" O.C. a 12" O.G. ® INTERIOR. II I. EXIST. WASH /DRY HOOK UPS. `J u1 2.RELOCATE DRYER VENT AS REQ.'D PER NEW w O p EGRESS WINDOW WELL. z DOOR NOTE: cr EXIST. BILGO 4 Q I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT • yENTRANCE O DRYER EXHAUST NOTE: ! ^ z ON PLANS N 'JEER-WEN' (OR EQUAL). I. DUCT SHALL TERMINATE TO EXTERIOR V J w 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANYz w �, ON PLANS BY THERMATRU' (OR EQUAL). OPENINGS, AS PER NYS RG M1502.33.NOTE DOES NOT INDICATE EACH NEW DOOR13 3.DUCT SIZE AS PER MANU. Q EXIST. GONG. SLAB PROPOSED;SEE DESIGNATIONS b DOOR SCHEDULE. 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR 5.TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN Q WALLS,U.O.N. CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO 5. INSTALL AS PER MANU SPEG.'s CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 7'-3y2" O b.PROVIDE (2) 2"xl0" HDR., U.O.N. SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO ® 2m 7. SEE PACE 0-005 FOR ALL OTHER FRAMING EXCEED b FEET AND SHALL BE LISTED AND LABELED 23'-4" ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. IN ACCORDANCE WITH UL 2155A. 5" . ==2-b . �� b.EXHAUST DUCTS SHALL BE MIN 0.0I6 THK RIGID �� MODIFIED " SMOKE DETECTOR / GO DETECTOR NOTES: METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS BATHROOM #I w O 1. CONTRACTOR SHALL PROVIDE CODE COMPLIANT RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST L PLUMBING FIXTURES SMOKE /CARBON MONOXIDE COMBINATION DETECTOR DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL AL 3 4 AL BE REMOVED AND HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 5GREW5 PLACED. BATHROOM 2.INTERCONNECTION BETWEEN NEW $ EXISTING DEVICES 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER RE EX. RE REFINISHED SHALL NOT BE REQUIRED WHERE EXISTING ALARMS LOCATION TO THE WALL OR ROOF TERMINATION. THE ARE NOT INTERCONNECTED, AS PER NYS R314.4. MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 N-- - 12 3. PROVIDE SMOKE/GO DETECTORS AS INDICATED,AND FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 90" V A PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES II W I PROPOSEDN 4.SMOKE /CO DETECTORS TO MAINTAIN 5' MIN. NOT INCLUDE THE TRANSITION DUCT. I SUMP PUMP HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS NEW EXHAUST FAN SHALL BE INSTALLED WHERE \- 7� 14 I 5.ABOVE OPENINGS TO BATHROOMS w/SHOWER OR TUB. 12 VENTILATION 15 NOT MET BY MEANS OF NATURAL b.SMOKE DETECTOR PER MANU. SPOR AND CARBON MONOXIDE DETECTOR `( INSTALL ALL CIRCULATION THROUGH WINDOWS OR DOORS TO 7 M OUTDOOR SPACES AS PER NYS MECH. GORE SECTION B I 15 SM/CO IN COMPLIANCE WITH LOCAL CODE 405.5.2.5; INSTALL AS PER MANU. SPECS _ ` 1_ _ _ _ _ _ _ _ _ _ _ _ _ COMBINATION BOILER _O _ O O _ O_ _ _ _ - _ - -O_ _ _ _ _ _ 7O NEW NAVIEN NGE-240/II01-1 CONDENSING PROPANE NEW PLUMBING FIXTURES: WALL-HUNG COMBINATION BOILER(OR APPROVED EQUAL). 13 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. 1. DIRECT VENT ROUGH WALL SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. 1. THROUGH 3. INSTALL PER MANU. SPEC.'S 14 INDIRECT HOT WATER STORAGE TANK NEW 950 CAL. (MIN. SIZE;CONFIRM w/H.0) INDIRECT HOT EXIST. GONG. SLAB BURIED PROPANE TANK: WATER STORAGE TANK. INSTALL PER MANU SPEC.'S O I. PROVIDE NEW 500 GALLON BURIED PROPANE TANK 2.INSTALL AS PER MAU. SPEC.'S EXIST. ELECTRICAL 3. INSTALL MIN. 10' FROM DWELLING,SANITARY SYSTEM, b IS FLOOR DRAIN: PANEL BURIED UTILITY LINES;20' FROM DRYWELLS NEW 3" GUARDED FLOOR DRAIN w/ 3" TRAP 4.REFER TO SITE PLAN FOR INSTALLATION LOCATION. PROVIDE TRANSFER I-t SWITCH FOR I-I HIGH EFFICIENCY LAMPS: A-501 _ PORTABLE I A-501 NOT LE55 THAN QO% OF THE NEW PERMANENTLY INSTALLED cV GENERATOR I LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, AS PER 2020 NYS EGG R404.1;DOES NOT APPLY H ff Q TO EXISTING FIXTURES W N+' HOT WATER PIPING INSULATION: 2 NEW 36"-WIDE W ® MECHANICAL SYSTEM PIPING AND HOT WATER PIPING V ACCESS OPENING SHALL BE INSULATED TO AN R-VALUE OF NOT LESS THAN R-3 FOR THE FOLLOWIN6 CONDITIONS PER 2020 NYS EGG 34'-5" R403.4 d R403.5: I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING FLUIDS >105"F OR <55'F (R403.4) Lu 2. PIPING J" AND LARGER IN NOMINAL DIAMETER Q 3. PIPING SERVING MORE THAN (1) DWELLING UNIT p 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD PROJECT: b. PIPING LOCATED UNDER A FLOOR SLAB im 7. BURIED PIPING N Q b SUPPLY 4 OTHER THAN DEMANDTURN I RECIRCULATION SYSTEMS.NG IN RECIRCULATION STEMS Q U A C K E N B U S H ' a RENOVATION 1505 H IAWATHAS PATH SOUTHOLD, N.Y. 11971 DRAWING TITLE: PROPOSED FOUNDATION PLAN 0 X z PAGE: A-102mOO DATE: 10/30/23 6 OF 16 b �'��`e ,fie�' _ ,a�:•:+ yy a�.. t r .s' PROPOSED FOUNDATION PLAN SCALE: 1/4" = 1'-0" ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEC.'S. SEE PAGE "G-003" FOR NAILING 4 STRAPPING DETAILS. 0 E N D RA IJ� 5)/�5 0 L <E**,r . FLOOR PLAN NOTES *" SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER *" FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER DOOR NOTE: * CONTRACTOR TO VERIFY DIMENSIONS PROVIDED BY MANUFACTURER FOR ALL MULLED WINDOWS _ I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT NEW LAUNDRY ROOM: NEW PARTIAL HEIGHT O O I. NEW WASH / DRY HOOK UP � _ � EXISTING TO BE DEMOLISHED � d WOOD FRAME (L. 5TL. ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. ROOM S DOOR DIM.'s WINDOW CHART Q WHEN APPLICABLE) 0 L1J 2.INSTALL NEW EXTERIOR DOORS WHENCALLED OT w/SIZE OF EQUIP EXISTING TO REMAIN. NEW FOUNDATION WALL L1J ON PLANS BY 'THERMATRU' (OR EQUAL). 3.PROVIDE 'S HOOK UPS AS REQ PER MANU. 3. NOTE DOES NOT INDICATE EACH NEW DOOR EGRE55 CLEAR NEW WOOD FRAME (L.G. PROPOSED;SEE DESIGNATIONS a DOOR SCHEDULE. DRYER EXHAUST NOTE: QUANTITY ROUGH OPENING WINDOW DIMENSION OPENING; LIOHT VENT -� 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR I. DUCT SHALL TERMINATE TO EXTERIOR PROV PROV STL. WHEN APPLICABLE) (� WALLS, U.O.N. 2.DUCT SHALL TERMINATE MIN. 3'-0 FROM ANY TAG TYPE OF MODEL # WIDTH REQ'D: 20" TEMP. PER PER (V 5. INSTALL A5 PER MANU SPEG.'s OPENINGS WINDOWS HEIGHT REGV: 24" UNIT UNIT NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL 6.PROVIDE (2) 2"xIO" HOR., U.O.N. 3. DUCT SIZE AS PER MANU. OPEN REQ'D: 5.'1 S.F. .E � WOOD FRAME (L.G. 5TL. PO5T FOR 4 WALLS 07 -1. SEE PACE 6-003 FOR ALL OTHER FRAMING 4.DUCT SHALL BE EQUIPPED w/A BRGKDRAFT DAMPER WIDTH HEIGHT WIDTH HEIGHT „ .- ELEMENTS AROUND DOORS (TYP. FOR ALL) U.D.N. 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN -_ WHEN APPLICABLE) (MIN. (2) 2 xb STRUCTURAL O CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO P05T FOR b" WALLS) U.O.N. _ SMOKE DETECTOR / GO DETECTOR NOTES: CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM ANDERSENNEW 2-HR FIRE RATED , >: C9 A 4 CX24 5-3 .4'-0 5-2 4-O 7.'1 16.3 15.4 O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO CASEMENT WOOD FRAME (L.G. 5TL. L_ z SMOKE /CARBON MONOXIDE COMBINATION DETECTOR EXCEED b FEET AND SHALL BE L15TED AND LABELED O C N 1 IN ACCORDANCE WITH UL 2158A. - - WHEN APPLICABLE) � HARD WIRED TO EACH OTHER w/BATTERY BACKUP. ANDERSEN CO U 2.INTERCONNECTION BETWEEN NEW d EXISTING DEVICES 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID CASEMENT 7 GX15 2-8 5-O 2-7 4-I I q.8 10.4 q.8 SHALL NOT BE REQUIRED WHERE EXISTING ALARMS METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS --- - --- - C X � N ARE NOT INTERCONNECTED, AS PER NYS R314.4. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST ANDERSEN 6 GXI4 2'-b" 4'-O 2'-7 4'-O" -L-I 8.1 7.'1 HIGH EFFICIENCY LAMPS: O Q O � 3. PROVIDE SMOKE/CO DETECTORS AS INDICATED, AND DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL CASEMENT NOT LESS THAN qO% OF THE NEW PERMANENTLY INSTALLED .L O PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. SCREWS ANDERSEN 1 LIOH7IN6 FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY '1-' m 4--' Lo 4.SMOKE /GO DETECTORS TO MAINTAIN 5' MIN. '1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER CASEMENT 3 GX145 2-8 4-5 J 2-"i 4-4 b.b ,� 8.6 LAMPS, AS PER 2020 NY5 EGG R404.1;DOES NOT APPLY O O HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS LOCATION TO THE WALL OR ROOF TERMINATION. THE - - --- - - TO EXISTING FIXTURES Q MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 -- d O b OPENINGS TO BATHROOMS w/SHOWER OR TUB. ANDERSEN 5. INSTALL ALL AS PER MANU. SPEG.'s FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° - WINDOWS 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES E NOT INCLUDE THE TRANSITION DUCT. El + E2 TO HOT WATER PIPING INSULATION: MECHANICAL SYSTEM PIPING AND HOT WATER PIPING IN COMPLIANCE WITH LOCAL CODE BE MULLED SHALL BE INSULATED TO AN R-VALUE OF NOT LESS THAN WINDOW NOTE: NEW FLOOR: R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NYS EGG O I. ALL NEW WINDOWS $ DOORS SHALL BE ANDERSEN O I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE :t SCREW); R403.4 d R403.5: CASEMENT, DOUBLE-HUNG, OR GLIDING (AS NOTED). SCREW PERIMETER OF SHEATHING 6" D.G. d 12" O.G. ® ANDERSEN �� INSTALL AS PER MANU. SPEC.'S. INTERIOR. EI 2 CX145 4'-5 4'-4 E" b.b q b.b I. MECHANICAL SYSTEM PIPING CAPABLE OF GARRYIN6 CASEMENT FLUIDS >I05°F OR <55°F (R403.4) 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; 2.NEW FIN15HED FLOOR PER H.O. SELECTION SEE DESIGNATION5 S WINDOW SCHEDULE. 2. PIPIN6 J" AND LARGER IN NOMINAL DIAMETER 3. FOR SUBSTITUTIONS,SEE NOTE #q IN "CLASS WINDOWS NEW TILE FLOOR: 3. PIPIN6 SERVING MORE THAN (I) DWELLING UNIT �J AND DOORS" ON PACE 6-002. O I. NEW TILE FINISH (H.O. TO SELECT) UPON 4. PIPIN6 LOCATED OUTSIDE CONDITIONED SPACE 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. ANDERSEN 5. PIPIN6 FROM WATER HEATER TO A DISTRIBUTION 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON E2 1 P5045 4'-5 j" 4'-4 9" 16.4 MANIFOLD ' 3. NEW " DUROGK GEMENTBOARD (OR EQUAL) UPON PICTURE b.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: (o. PIPING LOCATED UNDER A FLOOR SLAB 6.1. FOR ALL 5KYLIOHT5 $ OPERABLE PANELS OF 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE d SCREW); -I. BURIED PIPING SWINGING, SLIDING, # BIFOLD DOORS SCREW PERIMETER OF SHEATHING b" O.G. E 12" O.G. ® -- - -- 8. SUPPLY 4 RETURN PIPIN6 IN RECIRCULATION SYSTEMS 6.2. WITHIN Ib" OF F.F. ANDERSEN t , INTERIOR. OTHER THAN DEMAND RECIRCULATION SYSTEMS. -�- GASEMENT 3 (MIDDLE 6.4. WITHIN 24" OF A OOWITHIN 36" OF A LANDING O NEW 4"x3" ALUM. DOWNSPOUT (TYP.) F - WINDOWS WINDOW TO BE OX15 3'-O �" 2'-II �" 5.5 5.q 5.5 ' 6.5. WITHIN TUB/SHOWER ENCLOSURES F TO BE STATIONARY) b.b. SEE ALSO GENERAL NOTES ON PAGE 6-002 10 GUTTER HIGH POINT (TYP.) MULLED '1. SEE PACE 5-003 FOR FRAMING ELEMENTS AROUND ANDERSEN WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM G 3 GX245 5,-5 4-5 5'-2 .4'-4 b.b Ib.l 17.1 r , (2) 2"xl0" HEADER U.O.N. II NEW CLOSED BLUESTONE P. GONG. STAIR 8 PATIO CASEMENT - v b NYS R3122 FOR OPERABLE W NDOWS ININDON FALL PROTECTION SHALL BE PRO SILL EIGHTS A/C CONDENSERS: CASEMENT PER H ANDERSEN 4 GX135 [:v-'5'- LESS3'-52�_.13'-4 6.4 6.8 6.4 THAN 24" ABOVE F.F., THAT ARE MORE THAN 12' 1. PROVIDE (1) NEW 2.5-TON A/C CONDENSERS BY "RHEEM" ANDERSEN Q • ABOVE GRADE OR THE ADJACENT SURFACE AT THE 12 OR APPROVED EQUAL. 4 C155 =Z-O @ 3'-5 2_ 0 l 5'_4 4.6 © 4.q 4.6 BUILDING EXTERIOR. 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH CASEMENT b b n l ZONE (SEE THERMOSTAT FOR ZONE DESIGNATION). F J1 ANDERSEN I GXW23 (�_O I 3'-0 5'-I I 2'-I I b.5 13.6 13 EGRESS NOTE: 3.INSTALL AS PER MANUFACTURER SPECS. CASEMENT �_ S IN COMPLIANCE WITH NEW YORK STATE BUILDING 4.INSTALL UPON LEVEL GROUND 4 PROVIDE GROUND - Q GODS, SECTION R310.2.1;THE FOLLOWING MEANS OF SURFACE (GONG. PAD OR OTHER) w/WEIGHT RATING EGRESS SHALL BE FOLLOWED: SUFFICIENT TO ACCOMMODATE CROSS WEIGHT OF CONDENSER. NET CLEAR OPENINO........... 51 S.F. S. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY OAS NET CLEAR HE16HT............... 24" MINIMUM APPLIANCE, AND AT LEAST 3' FROM WINDOWS/DOORS NET CLEAR WIDTH................. 20" MINIMUM WHENEVER POSSIBLE. OTYPICAL BATHROOM NOTE: HYDRONIC AIR HANDLER: I. WALL BOARD 13 I. PROVIDE (2) NEW HYDRONIG AIR HANDLER(S) BY "RHEEM" 11 NATURAL LIGHT $ VENTILATION I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN OR APPROVED EQUAL;(1) LOCATED IN BASEMENT Q (1) (HABITABLE SPACE) ALL BATHROOMS LOCATED IN ATTIC. 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND 2.PROVIDE AIR DISTRIBUTION TO HABITABLE SPACES TUB SURROUNDS FLOOR AREA 210 S.F. 2. SHOWER FLOORS THROUGH WALLS OR CEILING. 3.INSTALLER TO PROVIDE BLOCKING, PIPING, AND 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON PROPOSED BLUESTONE z S.F. REQ. S.F. PROW. 2.2. CONCRETE MUD-SET (SLOPE I/b" PER FOOT ELECTRICAL AS REQUIRED FOR MOUNTAIN d COVERED PORCH AND STEP p INSTALLATION TOWARDS DRAIN) UPON 3 +: LIGHTING;MIN. b% 2.3. WATER PROOF MEMBRANE TO COVER SHOWER 4.HANDLER SIZING (TONNAGE) SHALL BE SELECTED PER z m® OF FLOOR AREA I6.b S.F. IOq.3 S.F.. FLOOR, WRAP DRAIN E ATLEAST Ib" UP WALLS REQUIREMENTS OF A/G b HEATING SYSTEM (SEE THERMOSTAT FOR ZONE DE516NATION). ly2" -5" 2'-IOy2" 2'-by2' VENTILATION; MIN. 84 S.F. 116.3 S.F. ONEW ATTIC ACCESS - FULL DOWN STAIR: 5. PROVIDE HOT HATER COIL AND CONNECT NEW HOT O 4% OF FLOOR AREA 5 I. MIN. 350 # CAPACITY WATER/BOILER COMBO TO NEW COIL. 103 2.51ZE TO FIT MEGH. EQUIP. THRU OPENING (MIN. 22"x30") THERMOSTAT: 3.DBL. FRAMING WHEN NEW OPENING 14 I. PROVIDE THERMOSTAT FOR 2 ZONES: 4.WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-4q - ZONE I: FIRST FLOOR INSULATION ABOVE w/NO. FR. (OR E0.) BAFFLE OR - ZONE 2: SECOND FLOOR EXIST. BILGO DOOR iv B I B B N RETAINER TO PREVENT INSULATION FROM ENTERING 2. H.O. TO SELECT MODEL; INSTALL AS PER TO REMAIN DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 MANUF. SPEG5 z (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE cv 3 B =N NEW EXHAUST FAN SHALL BE INSTALLED WHERE z< b'-O GL6. THERMAL ENVELOPE OF BUILDING). PROPOSED EGRESS 1 5. INSTALL AS PER MANU. SPEC.'S 15 VENTILATION IS NOT MET BY MEANS OF NATURAL 12 : HGHT. , CIRCULATION THROUGH WINDOWS OR DOORS TO PROPOSED EXIST. J WINDOW WELL cV N 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. IK w 0 OUTDOOR SPACES AS PER NYS MECH. GORE SECTION A/C UNIT A/G UNIT z z �u 405.5.2.5; INSTALL AS PER MANU. SPEG5 W �u }ww � B NEW PLUMBING FIXTURES: > > p I6 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. SEE ALSO PLUMBING GENERAL NOTES ON PACE 6-002. PROPOSED 1D NING cV ROOM I I 15 J 3 210 5.F, g Z DOOR SCHEDULE 5'-6" 5'-O" I' DW REF - ROOM TO BE WEATHERIZED. ----- -- - ------ - - -1 - --- --- - �. FLOOR TO BE RAISED TO 0 O DOOR MATERIAL O - _ �� ® ! BE EVEN WITH EXISTIN6 v FIRE RATING m rn u LIVING SPADE FLOOR. \\\ C 15 MANUFAGTU'RER -� tt1 NOTES 7 4 TAG DESCRIPTION p TE k _ WIDTH HEIGHT J 45. MIN RATED ROP. O • ''� KIT HE D 16 tt1 - 104 w SELF-CLOSING IU �� - O a = 1201 5.F. m A PROP. ] LAUNDRY T 3'-6" 1� WALK-IN : 4 6 ROOMLy, FIRST FLOOR 0 16 52 S.F. 105 101 SINGLE SWING THERMATRU 3'-O" 6'-b" • • 5q S.F. PROF. REF• � _ iMICRO. ;� PROJECT: � MASTER n` BATHROOM O - 102 GARAGE DOOR THERMATRU q'-O" -1'-O" • W it ® # 2 = -3'-6" QUACKENBUSH SF, �HVAC RETURN ;t fX F- 103 SINGLE 5LIDER ANDERSEN 6'-O" 6'-b" _ „ SM/GO SHAFT;SIZE TBD z m in m RENOVATION ES 104 DOUBLE POCKET JELD-WEN 4-O b-8 I • ' loq l 5-ly2 I08 EX. PROP. 15" DEEP X 4'-O" j�_ 105 SINGLE SWING JELD-WEN 2'-6" b'-b" �N C 'i'2.� by2 14 b'-0" GL6. WICCABINET TO MATCH � ACCENT WALL TO BE HGHT. KITCHEN FINISHES 1505 H IAWATH�/AS PATH 106 SINGLE SWING JELD-WEN 2'-6" b'-b" 1 ' EXISTING ELECTRIC VERTICAL SHIP LAP 2 SOUTHOLD N.Y.. 11971 I METER TO REMAIN; PAINTED SAGE GREEN I � � -� EXTEND MAST TO (COLOR AND FINISH TO r 1011 SINGLE SWING JELD-WEN 2'-O" b'-b" • j BE FINALIZED) -_ - -_ OVERHEAS AD EGO SM/GO T EXIST. G DRAWING TITLE: 10G INTERIOR DOOR JELD-WEN 2'-4" b'-b" • - - 8'-O" GLG. GARAGE _ HGHT PROPOSED FIRST FLOOR PLAN IOa INTERIOR DOOR =_JF_Lr�_HEN 2'-4" b'-b" • I-I I-I A-301 A-301 _ _ MODIFIED SECOND FLOOR p T LIVINQ ROOM _ ,- PROP. MASTER 251 s.F. EXISTING MOOR m BEDROOM #I 201 SINGLE SWING TO BE REUSED 2'-b" 6'-b" • N m" IN f1-2-4 X ` ® � PROVIDE I" THICK (MINd GYP. �GON5TRUCTION w BOARD AT GARAGE WALLS 6 PAGE: 202 SINGLE SWING JELD-WEN 2'-4" 6'-b" • G EX. I EI E2 3 El CEILING AS PER NYC R302.6 EXIST. ES 3 12'-b° m A-m103m00 205 SINGLE SWING JELD-WEN :2'-4" b 8 I • � CL' G.L. G.L. 204 SINGLE SWING JELD-WEN 2'-O" 6'-b" 1 • �I lol 9�� LL JJ DATE: 10 30 23 lo'-2y2" Io2 / / 7 OF 16 SINGLE SWING 2 205 (ACCESS HATCH) JELD-WEN 2-6 51.011 • _ O E OISBE REUSED -all " NATURAL LIGHT 6 VENTILATION A cV m - 206 SINGLE SWING 1N 2-6 b • (HABITABLE SPACE) © N® �r CONSTRUCTION FLOOR AREA Iq8 S.F. NATURAL LIGHT VENTILATION EXISTIN& DOOR T BE R U5ED S.F. REQ. S.F. PROV. II 5_g (HABITABLE SPACE) 20-i DOUBLE SLIDERS IN 4-O 6-8 • • CONSTRUCTION LIGHTING; MIN. A% 15.5 S.F. 45.5 S.F. PROPOSED BLUESTONE PROVIDE NEW PERMAGAST FLOOR AREA 380 S.F. OF FLOOR AREA EXISTING DOOR COVERED PORCH AND STEP COLUMNS (TYP.) S.F. REG. S.F. PROV, j TO BE REUSED VENTILATION;MIN. 205 SINGLE SWING 2'-6" 6'-b" • -I.q S.F. 41.1 S.F. i IN 4% OF FLOOR AREA LIGHTING;MIN. 5% CONSTRUCTION �, OF FLOOR AREA 30.4 S.F. 50.0 S.F. EXISTING DOOR4,�r:.: VENTILATION;MIN. 15.2 S.F. 50.2 S.F. 20Q DOUBLE SLIDERS TO BE IN FUSED 4'-O" 6'-b" PROPOSED I RS� LOOR �I A i ' 4% OF FLOOR AREA CONSTRUCTION Lf�I� I,OC 5 S.F. HABITABLE SWAGE; 1,475 5.f. GROSS AREA SCALE: 1/4" = I'-o" 0E ,'I"E AL_ SY�50� E"r : HIGH EFFICIENCY LAMPS: !� NOT LESS THAN gO:IS OF THE NEW PERMANENTLY INSTALLED NATURAL LIGHT 4 VENTILATION LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY (HABITABLE SPACE) LAMPS, AS PER 2020 NYS EGG R404.1;DOES NOT APPLY NEW PARTIAL HEIGHT TO EXISTING FIXTURES FLOOR AREA Iqb S.F. EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. STL. WHEN APPLICABLE) HOT WATER PIPING INSULATION: Q EXISTING TO REMAIN MECHANICAL SYSTEM PIPING AND HOT WATER PIPING S.F. REQ. S.F. PROV. SHALL BE INSULATED TO AN R-VALUE OF NOT LESS THAN -. LIGHTING;MIN. 8% NATURAL LIGHT VENTILATION Lu NEW FOUNDATION WALL Ii FOR THE FOLLOWING CONDITIONS PER 2020 NYS EGG ~ I_ F FLOOR AREA I5.1 S.F. 55.6 S.F. (HABITABLE SPACE) W NEW WOOD FRAME (L.G. � ILO STL. WHEN APPLICABLE) R403.4 # R403.5: Q u- Q u- J p VENTILATION;MIN. � \I 1. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING Z m 4% OF FLOOR AREA 7 8 S.F. 33.6 S.F. FLOOR AREA 14q S.F. Q a--+ N IL IL NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V FLUIDS >I05°F OR <55°F (R403.4) z 0 z O N Q W WOOD FRAME (L.G. STL. © POST FOR 4" WALLS 2. PIPING J" AND LARGER IN NOMINAL DIAMETER ! S.F. REQ. S.F. PROV. O WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL 3. PIPING SERVING MORE THAN (1) DWELLING UNIT 50'-q/2" LIGHTING;MIN. 8% C POST FOR 6" WALLS), U.O.N. 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE OF FLOOR AREA Il.q S.F. 2q.q S.F. _ -� } NEW 2-HR FIRE RATED 5. PIPING FROM WATER HEATER TO A DISTRIBUTION �`-2' 6'-I 15-�2" 10-*:2 7'-q' -4'-O" MANIFOLD ALL PLUMBING FIXTURES TO BE VENTILATION;MIN. i ll WOOD FRAME ii 5TL. 6.0 S.F. 28.2 S.F. z O b. PIPING LOCATED UNDER A FLOOR SLAB I i REMOVED AND REPLACED. & 3 H 3 H 4% OF FLOOR AREA O p N � WHEN APPLICABLE) 7. BURIED PIPING BATHROOM TO BE REFINISHED. d '� W ,[ 5. SUPPLY 3 RETURN PIPING IN RECIRCULATION SYSTEMS � C , U OTHER THAN DEMAND RECIRCULATION SYSTEMS. p G x N I4-1" 2'-2" 13'-II" p O O a-J U 15 = O m FLOOR PLAN NOTES m I {-' NC5 41 u) DOOR NOTE: PROP. in - O Ca NEW LAUNDRY ROOM: MODIFIED. _ Oj 1. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O I. NEW WASH/DRY HOOK UP WP` I BATHROOM #4 , Q PROP. 2011 '� Q d O ON PLANS BY JELD-WEN' (OR EQUAL). PROPOSED 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 2•COORDINATE LAUND. ROOM b DOOR DIM.'s A 54 S.F. 4 8 BEDROOM #3 w/SIZE OF EQUIP. - IS I6 Is S.F. 14a S.F. A ON PLANS BY T INDICATE (OR EQUAL). 3. PROVIDE HOOK UPS AS REQ'S PER MANU. 3. NOTE DOES NOT INDICATE EACH NEW DOOR 13 PAHU II 1 AHU 8'-O GLC. 0 (VI J) PROPOSED;SEE DESIGNATIONS $ DOOR SCHEDULE. DRYER EXHAUST NOTE: 0 PROP. � O 14 -oil PLACE DOORS 4" MIN. FROM PERPENDICULAR 1. DUCT SHALL TERMINATE TO EXTERIOR - !N HGHT. WALLS, U.O.N. 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY BATHROOM #3 b TTI 5. INSTALL AS PER MANU SPEC.'s OPENINC75 bo S.F. 5 PROPOSED 2 6.PROVIDE (2) 2"xl0" HDR.,U.O.N. 3. DUCT SIZE AS PER MANU. 4 5 EX. FAMILY ROOM O 7. SEE PAGE 0-005 FOR ALL OTHER FRAMING 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER Ib -, I- / V= 2 lab S.F. 208 SM/GO ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN s Q II < �� CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO Q tW k Q SM/GO COORDINATE BOTTOM OF SMOKE DETECTOR / Co DETECTOR NOTES: CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM ly I=i1 O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO ;0D 2'-O" 202 LJ EXIST. d x STORAGE AGGE55 HATCH 1 ■ SMOKE /CARBON MONOXIDE COMBINATION DETECTOR EXCEED 8 FEET AND SHALL BE LISTED AND LABELED DN. - ROUGH OPENING w/UPSET HARD WIRED TO EACH OTHER w/ BATTERY BAGKU1. IN ACCORDANCE WITH UL 2158A. BEAM BELOW (HATCH ID'-I" - b'-O" ��, 2.INTERCONNECTION BETWEEN NEW 6 EXISTING DEVICES 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RI61D _ ( 201 I'-II" LOCATED BELOW WINDOWS) PROP. cV M METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS cY G ACCENT WALL TO BE `��6° . 204 N GL. p -�� ...}J w SHALL NOT BE REQUIRED WHERE EXISTING ALARMS WHITE HORIZONTAL ! cV _ ARE NOT INTERCONNECTED, AS PER NYS R514.4. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST i MOD. tB-O" G.H. 206 12 S.F. N 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL :p SHIP LAP ® WALL e PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. SGREW5S.F. 20"14.SMOKE /GO DETECTORS TO MAINTAIN 3' MIN. 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER 205 F I -�2 HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS LOCATION TO THE WALL ROOF TERMINATION. THE 5M/GO 8 OPENIN65 TO BATHROOMS w/SHOWER OR TUB. MAX. LENGTH OF THE DUCTT SHALL BE REDUCED _ SM/GO - A V FEET FOR EACH 45° BEND AND 5 FEET FOR EACHH qo° cV ' 5. INSTALL ALL AS PER MANU. SPEG.'s !'4 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES ,- MODIFIED 7'4/2" PROPOSED 3 IN COMPLIANCE WITH LOCAL CODE NOT INCLUDE THE TRANSITION DUCT. m BEDROOM #2 BEDROOM #4 ■ _ WINDOW NOTE: NEW FLOOR: I-I 227 S.F. ns S.F. ' n I-I O3 I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN O I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE 8 5011 A-301 A-501 CASEMENT, DOUBLE-HUNG, OR GLIDING (A5 NOTED).. SCREW PERIMETER OF SHEATHING b" O.G. d 12" O.G. ® in INSTALL AS PER MANU. SPEC.'S. INTERIOR. 8-O GLC�. PROPOSED i 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; 2•NEW FINISHED FLOOR PER H.O. SELECTION HGHT. STORAGE - Q SEE DESIGNATIONS d WINDOW SCHEDULE. SPACE; =_ 3.FOR SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDC)W5 NEW TILE FLOOR: (UNCONDITIONED) ' AND DOORS" ON PAGE 6-002. O I. NEW TILE FINISH (H.O. TO SELECT) UPON NATURAL LIGHT VENTILATION 112 S.F. 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON (HABITABLE SPACE) C.H. " 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 3. NEW " DUROGK GEMENTBOARD (OR EQUAL) UPON G y2 14'-6 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: H H 90. FOR ALL SKYLIGHTS 4 OPERABLE PANELS OF 4.NEW " PLYWOOD 5U5FLOOR BENEATH (CLUE s SCREW); FLOOR AREA 221 S.F. SWINGING,SLIDING, d BIFOLD DOORS SCREW PERIMETER OF SHEATHING b" O.G. b 12 O.G. 6.2. WITHIN IS" OF F.F. I INTERIOR. S.F. REQ. S.F. PROV. 6.5. WITHIN 24" OF A DOOR q N 10'-Oy2" -2'-IO" 6.4. WITHIN STAIRWAYS b WITHIN 56" OF A LANDING NEW 4"x3" ALUM. DOWNSPOUT (TYP.)O LIGHTING;MIN. 8% I4-Sy2 15_gy2 NATURAL LIGHT $ VENTILATION 6.5. WITHIN TUB/SHOWER ENCLOSURES OF FLOOR AREA 16.2 S.F. 52.5 S.F. b.b. SEE ALSO GENERAL NOTES ON PACE 6-002 10 GUTTER HIGH POINT (TYP.) 2-8y 7-6 r "I'-6 2-8 (HABITABLE SPACE) 'I. SEE PAGE 0-005 FOR FRAMING ELEMENTS AROUND VENTILATION,-MIN. 2" " " y2" 0 WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM q.l S.F. 4q.7 S.F. 4% OF FLOOR AREA 20'-5" (2) 2"xlo" HEADER U.O.N. II NEW CLOSED BLUESTONE P. GONG. STAIR 8 PATIO FLOOR AREA 175 S.F. 0 5.WINDOW FALL PROTECTION SHALL BE PROVIDED PER S.F. REQ. S.F. PROV. NYS R312.2 FOR OPERABLE WINDOWS WITH BILL HE:I5HT5 A/C CONDENSERS: N Q LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN 72" I. PROVIDE (1) NEW 2.5-TON A/C CONDENSERS BY "RHEEM" LIGHTING;MIN. 6% ABOVE GRADE OR THE ADJACENT SURFACE AT THE !2 OR APPROVED EQUAL. OF FLOOR AREA 14.0 S.F. 2qR S.F. BUILDING EXTERIOR. 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH VENTILATION;MIN. ZONE (SEE THERMOSTAT FOR ZONE DESIGNATION). FROPOSED SEOONO) FLOOR PLAN EGRESS NOTE_ 3.INSTALL AS PER MANUFACTURER SPECS. +�-■ i� 1 ♦ 4% OF FLOOR AREA 7 0 S.F. 28.2 S.F. IN COMPLIANCE WITH NEW YORK STATE BUILDING 4.INSTALL UPON LEVEL &ROUND d PROVIDE GROUND p, CODE, SECTION R510.2.1;THE FOLLOWING MEANS OF SURFACE (GONG. PAD OR OTHER) WWEIGHT RATING 1,048 S.F. HAE31TA5LE SFAC E; 1,146 S.E. OfP,OSS AREA SCALE: 1/4" = I'-O" EGRESS SHALL BE FOLLOWED: SUFFICIENT TO ACCOMMODATE GROSS WEIGHT OF CONDENSER. NET CLEAR OPENINS........... 5.7 S.F. 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY GAS q IO q NET CLEAR HEIGHT............... 24 MINIMUM APPLIANCE, AND AT LEAST 3 FROM WINDOWS/DOORS NET CLEAR WIDTH................. 20" MINIMUM WHENEVER POSSIBLE. OTYPICAL BATHROOM NOTE: HYDRONIG AIR HANDLER: I. WALL BOARD I.1. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN 13 1. PROVIDE (2) NEW HYDRONIC AIR HANDLER(5) BY "RHEEM" I I 1 I I ! 1 ALL BATHROOMS OR APPROVED EQUAL;(1) LOCATED IN BASEMENT 6 (1) ! I " 1.2. INSTALL CONCRETE BOARD IN ALL SHOWER°1 AND LOCATED IN ATTIC. i � III ' TUB SURROUNDS 2.PROVIDE AIR DISTRIBUTION TO HABITABLE SPACES I '' 111 III III I II, II 2. SHOWER FLOORS THROUGH WALLS OR CEILING. I 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON 3.INSTALLER TO PROVIDE BLOCKING,PIPING, AND ELECTRICAL AS REQUIRED FOR MOUNTAIN 6 $ I ( If I I'I I 2.2. CONCRETE MUD-SET (SLOPE I/8 PER FOOT INSTALLATION TOWARDS DRAIN) UPON I I ( I' !' = y' .I 1 Z 4.HANDLER SIZING (TONNAGE) SHALL BE SELECTED PER W 1, I 2.5. WATER PROOF MEMBRANE TO COVER SHOWER w REQUIREMENTS OF A/G HEATING SYSTEM (SEE _ II I FU- h dl III II 2 FLOOR, WRAP DRAIN d ATLEAST Ili UP WALLS i'q ( ! THERMOSTAT FOR ZONE DESIGNATION). O I, I � � I I; �I I IL I:' II I' 2 5. PROVIDE HOT WATER COIL AND CONNECT NEW HOT O ONEW ATTIC AGGE55 - PULL DOWN STAIR: N II ! I, v 1. MIN. 550 # CAPACITY WATER/BOILER COMBO TO NEW COIL. d III I �I I'I I III ry I,! I'! 2.5IZE TO FIT MEGH. EQUIP. THRU OPENING (MIN. 22"x30") THERMOSTAT: r 3, DEL. FRAMING WHEN NEW OPENING 14 I. PROVIDE THERMOSTAT FOR 2 ZONES: 1 I I ! o I,I II t I I 4.WEATHERSTRIP AGGE55 OPENING Q PROVIDE R 4q - ZONE I: FIRST FLOOR 6" TYP. OVERHANG q 10 I! ! !11 Il I li:'; II 1 INSULATION ABOVE w/WD. FR. (OR EQJ BAFFLE O!R - ZONE 2: SECOND FLOOR I III RETAINER TO PREVENT INSULATION FROM ENTERING 2. H.O. TO SELECT MODEL; INSTALL AS PER lEj - DWELLIN6 WHEN OPENED, AS PER NYS EGG R402.2.4 MANUF. SPECS = _-- ------- ---- ---- - - __--_ -- _ _ - -- - ----- - __- - -= - - - - p '1 OMIT WHEN ATTIC AGGE55 ODES NOT PENETRATE _ _._- - -- --. _ -- -_ v---�_�__- __=-__ -.=_=='-.-r �� ! L!II ' La. I I',!!i i I (h I� I NEW EXHAUST FAN SHALL BE INSTALLED WHERE C1 I I,! 1 I II I THERMAL ENVELOPE OF BUILDING). - 15 VENTILATION IS NOT MET BY MEANS OF NATURAL 5. INSTALL AS PER MANU. SPEC.'S O 5 O j I' li CIRCULATION THROUGH WINDOWS OR DOOR T _ I I, I ) I N 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. q -- --- - - --- - ---- ------- - - -- --- -- I I! I ,I I ; ,( � 1, I I li I i PROJECT: OUTDOOR SPACES AS PER NYS MECH. GODS SECTION ,I I �m..r�.. 405.5.2.3; INSTALL AS PER MANU. SPECS J --- - --- ---- - - I I NEW F LUYE31NO FIXTURES: OIb ALLNE MBIN& FIXTURES TO COMPLY ITH PG 405. - ! ,i ! I. I I I � I I ( I, I 1 I Q UAC K E N B US H 8:12 PITCH 8:I2 PITCHSEE ALSO PLUMBING GENERAL NOTES ON PAGE 0-002. RENOVATION 1505 HIAWATHAS PATH I I I C I I L, I II I I L, I I I III I SOUTH OLD, , N.Y. 11971 DRAWING TITLE: III PROPOSED SECOND FL OOR PLAN PROPOSED OPOSED ROOF PLAN 1 I I I i II ii II N1 I iii I I'; ' II ii � I ! III ' i P - 'I �' 'I I li AGE. I I I Io lil I I I .I. f it I I ! ' I AR ,I104m0o _8:12 PITCH-_'8512 PITCH- ( : I I PITCH _ _ -==8:!2 PITCH-- DATE: 10/30/23 8 OF 16 - - - - .. 8:12 PITCH 8:12 PITGH- - - 10 10 - - - -- O (v TYP. OVERHANG ' r SEE FAOE 05 .00 FOR K NE,')OY� AI ` E: ) L-�OOR 5C,,HEDULE 10 FROFOSE17 ROOF PLAN SCALE: 1 4" = I'-O" ELEVATION NOTES OTYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS Q 2. H.O. TO VERIFY FINAL COLOR d MATERIAL SELECTION W BEFORE INSTALLATION Lu f>3 J m IA ASPHALT COMPOSITION 5HINOLE5 CV IX .O Ln IB BLACK, 5TANDINO SEAM METAL ROOFING O O } �q TYPICAL SIDING:O i O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM O C CV z CONSTRUCTION STANDARDS Lr) 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION a •co W- � BEFORE INSTALLATION \ � 2: X = CV O O O 4-J ® GRAY IMPRESSION VINYL CEDAR -J ONO -J LO Q a: O 2B WHITE BOARD AND BATTEN IA O NEW CLOSED BLUESTONE P. CONC. G. STAIR 8 PATIO - - - ---_ - — - _ MECHANICAL UNIT DIRECT VENT: 4 INSTALL MECHANICAL UNIT DIRECT VENT AS PER MANU. --- ----- - ----- ---- - ------ ---- - ------ --- --- _ - - - - - - - -- - _- - _- SPEC.'S IN FULL CONFORMANCE W VENTING CLEARANCES REQUIRED PER NYS MG 804. SEE ALSO NOTE a FLOOR PLANS. i --- — - ...-- --- ---------- ---- --- __:---- _- - - - -- - �— - - O5 NEW MECHANICAL UNIT FRESH AIR INTAKE: - -- a ! -- - U INSTALL AS PER MANU. SPEC.'S O NEW DRYER VENT: -- 0 �� 6 SEE NOTE ® PLAN LL . - NEW BATHROOM EXHAUST FAN VENT: \ \ IL ?A VENT THROUGH WALL AS SHOWN. ' ' i i � it � IB LL SEE ALSO NOTE ® PLAN. I D G D " \ i NEW BATHROOM EXHAUST FAN VENT: U '1B LOCATE VET N WITHIN ROOF SOFFIT. OiL SEE ALSO NOTE ® PLAN. NEW A/G CONDENSER ON GONG. PAD OR OTHER I Q I ° V J g0 APPROVED GROUND SURFACE (SEE FLOOR n1 PLAN NOTES) W I ! � LLL - -- - cl FL�71 /OD I IcELLE, 1 iLi O - -- ----- - 0 0 O - LLL-LL LLILLL LLLLLLLLL I I J LLLLLLLLlLLLu ! j O O SOUTH i . 1111 H PROPERTY ❑ � � ❑ LINE 3 NEST ELEVAT 1 ON (FRONT) SCALE: 1/4" = I'-O" ui 0 U ---- -- - ----- ----------- -- - - --- - - - -- - - -- - - - - - - -- --- - - - - -- --- ..— Lil --- - -- ---- - -� - ------ - - -- —- -- / QUACKENBUSH — _- ---- - RENOVATION -- -_ - o A I I i ,A 1505 HIAWATHAS PATH ILLLLLL SOUTHOLD N.Y. 11971 iLtLLLLio - - -- - DRAWING TITLE: JLILLLi -- - --- - —- --- _ -- -- IA PROPOSED EXTERIOR ELEVATIONS s I -= -- - FF. I ILiLLit PAGE: o Q LLLL A -2 ® 1■ ®® L�� LLjLLLL L LILLILl WEST PROPERTY LINE 3 DATE: 10/30/23 9 OF 16 F.F. SOUTH ELEYA710N (RIOH7 SIDE) SCALE: 1/4" = I'-O" '`" fi � m ELEVATION NOTES (D TYPICAL ROOFING: CL I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR t MATERIAL SELECTION W BEFORE INSTALLATION W C6 J (y) IA ASPHALT COMPOSITION SHINGLES Q .t-+ N � .O L0 IB BLACK, STANDING SEAM METAL ROOFING O '- 7B m >: (9 TYPICAL SIDING: L-O O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM O (V Z 0 CONSTRUCTION STANDARDS 0- - Lo OR AND MATERIAL 5ELEGTION - - - - 2. H.O. TO VERIFY FINAL COLOR = - - - - - -- ---- -- - BEFORE INSTALLATION . ._-.: - -_- _ ---- -- - -- - - -- cu x (V ILO GRAY IMPRESSION VINYL CEDAR __ ____- - --_--_ __ -- —_ - - - — - Q m .- c O cc --- _ 2B WHITE BOARD AND BATTEN -__- ==-= --_--- ---- — -- ------ ------_ --=--- —_ __-.,-� � O3 NEW CLOSED BLUESTONE P. GONG. STAIR PATIO - - - ----- - --- NEW MECHANICAL UNIT DIRECT VENT: I I L � O INSTALL MECHANICAL UNIT DIRECT VENT AS PER MANU. ' - SPEC.'S IN FULL CONFORMANCE W VENTING CLEARANCES REQUIRED PER NY5 MG &04. SEE ALSO NOTE ® FLOOR PLANS. 'O / LLLL , -�-' NEW MECHANICAL UNIT FRESH AIR INTAKE:0 INSTALL AS PER MANU. SPEC.'S � ' I --\\- /-- - W( l- I --_------ ----------------- - — O NEW DRYER VENT:SEE NOTE ® PLANULULILL 4-j�i---I - L ------- =u� - - - - - -- - - -- -- ?A NEW BATHROOM EXHAUST FAN VENT: - - _-- - - - - - - - --I LIL111 LILLiLu -�-- "fA VENT THROUGH WALL AS 5140kiN. LiLLLLLL SEE ALSO NOTE ® PLAN. 0000LLL I U NEW BATHROOM EXHAUST FAN VENT: — "iB LOCATE VENT WITHIN ROOF SOFFIT. - SEE ALSO NOTE ® PLAN. i `\ `\ MIN. `\ MIN. 4 Q NEW A/C CONDENSER ON GONG. PAD OR OTHEF 2S 'SOB OB `O III ' n1 g APPROVED GROUND SURFACE (SEE FLOOR 6 O OI • PLAN NOTES) \ MIN ` ,'- MIN. W 3 pz I I I II I I II I � I I I O O j III III am o III H III ISO 0 - - - - � EAST ELEVATION (REAR) SCALE: 1/4" = I'-O" z W O V Lii o I I IA PROJECT: QUACKENBUSH RENOVATION 1505 HIAWATHAS PATH _ - - -- ------ ---- --------- ------- ----------- ------- -- ------ -- ---_ -_------. ..---- S O UTH O L D N.Y. 119 71 DRAWING TITLE: ' IA PROPOSED EXTERIOR ELEVATIONS 100 i — 7 a -_--=— IA i PAGE: I i F.F. IB 2B I 02mOO / ILLLL DATE: 10/30/23 10 OF 16 10 IIH 1O J 3 EXISTING ELECTRIC METER TO REMAIN; 'EXTEND MAST AS REO.D ti i B NORTH ELEVATION (LEFT SIDE) t { SCALE: 1/4" = I'-O" �' NOTE: BUILDING SECTION NOTES I. IF FINISH MASONRY USED SUCH A5 BLUESTONE) - MA50N TO ADJUST HOHT OF LANDING AS REOV TO 4" P.GONG.SLAB d NEW ROOFING NOTE (TYPI ACCOUNT FOR FIN15H MASONRY w/bxb 10/10 WWM X I. INSTALL NEW ASPHALT SHINGLES. I //UPON COMPACTEDQ 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS 2. ALL HORZ. SURFACES SHALL BE PITCHED (TYP.) FILL Iu O 1:48 AWAY FROM BUILDING LjJ 3.INSTALL 15 # BUILDING FELT (U.O,N.) OVER 5. FOR SLABS ABUTTING FRAMING, INSTALL REBAR BENT TO 7 .J cu 4.I/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) COPPER FLA5HIN6 FROM 12"ABOVE AND SLAB AS SHOWN ° �- -=g====== �t � ADJACENT TO SLAB, BED ALL FLASHING a 5. GAP 5HIN6LE OVER RIDGE b HIPS (AS REOV) IN ASPHALTIC MASTIC \\j\\/\\ L0 j Z b.PROVIDE RIDGE VENT(AS REOV) CONNECTION WAS <°�i° / y-7. FLASH ALL VALLEYS PER PAGE 6-005 s • ° ° \ \ \ \ q. INSTALL AL5.INSTALL RIP EDGE AS L AS PER ANU. 5PEG.s - -- ------ •°a /� \ \/==/1 ,171 6\/=\/ =�v OV /IN PROPOSED RIDGE HEIGHT NEW RIDGE �' // i° \�s\ - � � O F .. �, -- --- - - --- - ------ - Q#3:: VR ® ENDS ;y • _- ---- -- zF, a TYPICAL ROOF 8 CEILING CONSTRUCTION: � - _ _ OO • NEW ROOFING AS NOTED `- - -- _ — \/\/\ \/\ O Lo REBAR a EA. _.. .- - - Z .-- • I/2" GDX PLYWD SHEATHING (BLOCKING ® ALL PLYWD �� Ae �- - _= -�- --- - _- GO-ORDINATE /\ /\ / / / / / / - C6 N — a SEAMS) I Q�rP • BIRDSMOUTH TO ENSURE R.R. �° \\/ \_/�_/�_\\_/�\ \/X\\\\// > () r- • R.R., G.J., 4 G.T. AS NOTED ON PLANS (® SPANS OVER Q�p AHU �?R — ! -- _- - - - NOTCHED LESS ; ° . � \//\/ /\// / //\// //�///// c X fV 8' INSTALL :X BRIDGING ® CENTER OF SPAN: U.O.N.) THAN 25% OF 10',MIN. i�i°� .°// //_\\/\\/�\\/�\\/�\\/\\/_\\/_\\= O m aJ CD • PROVIDE R-4q BATT INSULATION WHEREVER ALLOWED Q < _ _____ -_ _.:. _ -_ .__T--- . -. ___ RAFTER DEPTH i� \ \/ COMPACTED =\/\/\/ O a-J PER ATTIC, SPACE; IN ALL OTHER AREAS,PROVIDE 1" Q�p ��S --Mg --A_--v.-, : . - -- - - - - �pP' R�' ,.•. (TYP) - i�� \//j//j\// FILL //j//\\//\\// 0 d Cu THK. SPRAY FOAM INSULATION (R-4q ® R-"1/INCH) 2 - -_---- --- - -- ------ - --.. _ --•-_® - - - --- X a• • \\ \,�\\,� \ \�_ \\/\\/\\= Q 0 O • PROVIDE 2" THK. SPRAY FOAM INSULATION 0 EAVES _- ---,_ -_.___.. __.--..-- _.--. - _- --_ _---_ --.__. _. -� �y�g //\// #4 REBAR ® 10"�= \// \ \ \_/ 2 NEW EXTERIOR WALL CONSTRUCTION (TYP.): I 2"x4" KEYWAY a �ii. =\j\//\jO.G. (MIN. 3) / / PROP. G.J. ( ! I PROP. G.J. iiv� \ \ \ \� O • "TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON I I •° yiGii //\/\_\__\/ • 1/2" GDX PLYWD. SHEATHING (BLOCKING ® ALL PLYWD I CONNECTION 'BI' AS \ \ \ \ \ \ \ \ \ n 1 b 3 �; 3 PER PAGE 6-003 GRADE ✓i ii° � /j\\_/�\/�\/�\/%\//\\//\_/�//� � SEAMS) UPON I I! NEW R.R. TO G.J. • 2"xb" STUDS ® Ib" O.G. w/DBL. TOP PLATE 3 #4 REBAR CONT. // // G�' // i/ _/ _/ //\_/\// NOS: //\//\// L� • MIN. R-21 GATT INSULATION ® 10" O.G. (MIN. 5) I \_\�\ \/\_\/\/\_\ ALL P. GONG. \/\/\/ • 5/8' THK. GYPSUM B . WALL FINISH 1 \ \\/��Q/\_/\_/\_/\_/\_/\_/ SHALL BE (1) #4 REBAR CONT. .I //\// �,�\_/\_/\_/\_/\_/\_/\= 4000 , SI (MIN.) \// NEW SIDING NOTE (TYPJ: 4 4 ___-__ _ 3 /_ O4 I. INSTALL NEW SIDING PER H.O SELECTION _ _-°--=___ _ -°--_' #5 BENT REBAR ® 12" O.G. II \ _\_/\_/\_/\//\_/\_/\_/\_/\/\/\/\/\_/\_/\_/ 2."TYVEK" HOUSE WRAP (OR EQUAL) 0 0 0 - - --- 11 \\ \ \\ \\ \\ \\ \\ \ \ \ \ \ \ \ \ \ \ // // // // // //\//\//\//\//\//\//\//\//\//\// r l 3.INSTALL ALL A5 PER MANU. SPEC.s MODIFIED PROP. R.R. 8" THK. P. GONG. WALL 1 I • ° \_\_\_\/\/\/\/\/\/\/\/\/\/\/\/\/\/ V • 4.PROVIDE ALL NECESSARY TRIM FOR PROPER BEDROOM 4 11 \\/\\/\_/\_/\_/\_/\_/\_/\_/\_/\_/\_/\_/\_/\_/\_/\_/ INSTALLATION EXISTING SECOND FINISHED FLOOR (1) #4 REBAR CONT. °II /\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\// n , 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL ELEV. +10.5' PROPOSED STORAGE PROPOSED 11 \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ W ! 5 5 BEDROOM Ib WI DE x 8 DEEP 1 j /_/ _/ _/ _/ _/ _/ _/ _/ _/ // _/ _/ _/ // _/ _/ _/ m TYPICAL FLOOR CONSTRUCTION: \ 51' `GE P. GONG. FT6. I \__\__\__\\/\\_\\_\\_\\_\\_\\_\\/\\/\\/\\/\\/\\/\\/ �-J W O I. FINISH FLOORING TO SELECT `--- \ 11 \ \ \ \ \ \ \ \ \ \ F.J. PER PLAN EXIST. F.J. PER PLAN 1 =/ // \//\_/\// • 2. 3/4" T s 6 GDX PLYWD. SUBFLOOR GLUED SCREWED 3. F.J. AS NOTED ON PLANS - AT SPANS OVER d3' INSTALL CONNECTION 'G2' AS (3) #5 HOR. II' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 'X' BRACE ® MID5PAN EJE] PER PAGE 6-003 REBAR ° ° JJ� , =/j=/�/=//j//% 4. MIN. R-30 BATT INSULATION (BETWEEN FIRST FLOOR d NEW STUD TO At 4 1 FOUNDATION, AND BETWEEN GARAGE 4 2ND FLOOR) FLOOR TO STUD U 5. 2" THK. SPRAY FOAM AT BLDG. PERIMETER RIM JOISTS �34 16,� ORAISED WALL HEIGHT 4 PROVIDE NEW 2x FRAMING ® Ib" O.G. 8 DOUBLE TOP PLATE 0 EXTERIOR MASONR`I' STAIR DETAIL Q • UPON EXIST. TOP PLATE TO RA15E WALL CEILING HEIGHT TO � / /'� 8'-O". CONNECT ALL EXISTING 4 NEW FRAMING TOGETHER vi/ 0 0 0 o A-3OI.00 V J SIMPSON 0520 STRAPPING (OR APPROVED EQUAL) ® o 0 EXTERIOR WALLS 6 INTERIOR LOAD BEARING WALLS. SCALE: 3 4 = I'—O" PROPOSED EX15T. FIR5T FINISHED FLOOR MASTER MODIFIED ELEV. +I A BEDROOM 5 (KITCHEN BEYOND) EXIST. i11` & GARAGE BASELINE (AVERAGE GRADE)----- EXTERIOR GRADE ® C AHU SEND REBAR TO SLAB z , NOTE: 4" P.GONG.SLAB w/ EXISTING ALL P. GONG. SHALL r=_� b"xb"-10/10 W.W.M.UPON BASEMENT BE 4,000 PSI (MIN.) -_�_a__ _ COMPACTED FILL (1) #4 REBAR SECT 10N I -I A-5O I CONT. ® TOP #5 REBAR ® 36 O.G. SCALE: I/4" = I'—O" Pl- GRADE 11° /\\ COMPACTED FILL 8" THK. P. GONG. WALL II II . #5 BENT REBAR ® 36" O.G. I I I I• �J�/\// z (1) #4 REBAR CONT. 0 BOTTOM Ib" WIDE x 8" DEEP 11 U \/\\/ P. GONG. FT6. _ (5) #5 HOR. REBAR =I1•�� Z , w O Eu op - 2 EXTERIOR SO fi�Y DECK D�TA I L _ _ SCALE: 3/4„ 1'-0" � FATTIC -) G PULL DOWN cV 2 \ PROJECT: PROP.C..1. AS PER FLOOR PLAN ' II iJ � II I 8" TH I GK RE I NPORGED CONCRETE I � s �� KEN BUSH ILLILLL RENOVATION GO-ORDINATE MOUTH TO ENSUREIRRS NOTCHED ° O RASS SHOULDER AREA (TYP.) 24'' D WM=_R CAST IRON LESS THAN 25% OF N 3 OR DEFINED SURPAGE GO\/ER INLET ORATE l$ FRAME RAFTER DEPTH (TYP•) PyP o = 4 1505 H IAWATHAS PATH I p.�'� PROPOSED in SOUTHOLD, N.Y. 11971 P� 2 STORAGE 5 PROPOSED SPACE FAMILY ROOM x EXIST. F.J.SM�� EXIST. F.J. _ _ DRAWING TITLE: J BUILDING SECTIONS DESIGN DETAILS r J I, E Lu- -I I I ( . . ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ _j LLLMODIFIED O F- Z DOE ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ KITCHEN II ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ —III— o� ®T T©® 1z _ I . . PAGE: I1JOL J ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ` MODIFIE ❑ ❑ [:1 El El [:1 ❑ ❑ IV G O M 5 I I IF-1 El — I I- A-301m00 �MMWM EXI5T. F.J.' X EXI5T. F.J. - -) I —' —I — DATE: 10/30/23 11 OF 16 O Z I II AHU m N PRECAST GONG. (BEYOND) OROUND LEACH I NO R I NO. SEE AA7ER Gf4LGULA7I ONS ON EXISTING SITE PLAN FOR REO'D iA .s ; BASEMENT EPPEGTIVE DEPTH 2 -011 DIAMETER AS IN. PER SITE PLAN MIN. SECT 1 ON 2 2/A-301 GLEAN SAND l$ O RAVEL PILL 5CALE: 1/4" = I'—O" G R STORM NATER DR)O'NELL DETAIL A-301.00 SCALE: 1/2" = 1'-0" TYP. ROOFING (SEE SECTION NOTES) III TYP. ROOF CONSTRUCTIONFLOOR SYSTEM 0- IM (SEE SECTION NOTES) Q NOTED ON PLAN FLOR SYSTEM AS NOTED ON PLAN FLOOR SYSTEM AS PyPN 0 NOTED ON PLAN 'SIMPSON' H2.5A LLI RAFTER TIE LLI NEW STL. GAP FL. 'A', 'B', FLOOR WOOD BEAM NEW STL. GAP FL. 'A', -15% FLOOR WOOD BEAM NEW STL. GAP FL. 'A', 'B', FLOOR WOOD BEAM 'JCD OR 'G' (PER BEAM GONF16.) AS NOTED ON PLAN OR 'G' (PER BEAM GONFIG) AS NOTED ON PLAN OR 'C' (PER BEAM CONFIG.) cy) WELDED TO COL WELDED TO COL.;SEE GAP WELDED TO COL.;SEE GAP AS NOTED ON PLAN .;SEE GAP Q (\J PL. DETAILS NEW 3-1/2" OR 5-1/2" (AS PL. DETAILS NEW 3-I/2" OR 5-1/2" (AS PL. DETAILS '— NEW 3-1/2 OR 5-I/2" (AS C � NOTED ON PLAN) O.D. NOTED ON PLAN) O.D. NOTED ON PLAN) O.D. Z NEW BASE PLATE 'A' BCH 40 HOT DIP 6ALV. NEW BASE PLATE 'A' SGH 40 HOT DIP 6ALV. NEW BASE PLATE 'A' SGH 40 HOT DIP GALV. O WELDED TO COL.;SEE STL. COL. (ASTM AI23) WELDED TO COL.;SEE STL. COL. (ASTM AI23) WELDED TO COL.;SEE STL. COL. (ASTM AI23) - -0 .-- BASE PL. DETAILS FOR AS PER FOUND. PLAN BY BASE PL. DETAILS FOR AS PER FOUND. PLAN BY BASE PL. DETAILS FOR G.J. AS PER PLAN (WHEN APPLICABLE) }: Cfl AS PER FOUND. PLAN BY �+ � _ BOLTING SIMS STEEL (OR EQUAL) BOLTING SIMS STEEL (OR EQUAL) BOLTING SIMS STEEL (OR EQUAL) FASCIA BOARD O O N z O PROVIDE GOLD JOINT PROVIDE GOLD JOINT PROVIDE GOLD JOINT CL •N Lf) EXIST. P. GONG. SLAB EXIST. P. GONG. SLAB EXIST. P. GONG. SLAB r- AT GONG. SEAMS (TYP.) AS REOP) AT GONG. SEAMS (TYPJ (PATCH AS REOV) AT GONG 5EAM5 (TYPJ (PATCH AS REQ'D) BEAM AS PER PLAN NEW SIMPSON LUS26 c 2 X O N 6ALV. JOIST HANGERS O O 4- If L OR APPROVED EQ. O 0 co — O J L a ° i m a--� .r.°r Lo ',.✓ ..,r ✓ a .. GJ� ..✓ �..� • ° �� °•LLB ° • e°° . • Jln • 1 ° V Jl F l �/1 O /1 � L tf� q �', ° °°•• ° °• °• °• . ° • • XF.�� a VEI Q L.V � O EXIST. GRAVEL - EXIST. GRAVEL —' ° EXIST. GR .• a BASE ° NEW (3) #5 HOR. BASE NEW (4) #5 HOR. BASE ° NEW (5) #5 HOR. - ------ REBAR UPON (5) 5 ° ��_- ---T---�- HOR. REBAR (6 TOTAL) _ REBAR UPON (4) REBAR UPON (5) NEW 24"x24'kl2" _ NEW 30"x3O"x18" I —.e_ _,�___ #5 HOR. REBAR NEW 36"x36"xl8" I #5 HOR. REBAR PERMAGAST COLUMNS AS PER PLAN DEEP P. GONG, PAD DEEP P. GONG. PAD �3" " (b TOTAL) DEEP P. GONG. PAD �3" ,� (10 TOTAL) w/ "SIMPSON" PG64 (FOR 3 PLY BM) IL FT&. (MIN. 4,000 PSI) ------= EXIST. FILL FT6. (MIN. 4,000 PSI) FT&. (MIN. 4,000 PSI) BM "POST CN" BG52-2/4 (FOR 2 PLY EXIST. FILL — EXIST. FILL BM) POST GAPS STEEL COL. 4 24"x24"x 12 " FTO. DETAIL. STEEL COL. I$ 50"x50"x 18" FTO. DETAIL C STEEL COL. 4 3C "x5& "x 18" FTO. DETAIL -I-' -0 A-401.00 SCALE: 5/4" = 1'-0" A-401.00 SCALE: 5/4" = 1'-0" A-401.00 SCALE: 5/4" = 1'-0" PROVIDE BEAM SPLICE PROVIDE BEAM SPLICE 8 COVERED PORCH DETAIL � MD CENTERED ABOVE COL. CENTERED ABOVE COL. ii A-401.00 W WHEN NOTED ON PLANS 10 „ WHEN NOTED ON PLANS �, (4) 5/8 H.D.G. LAG 8 SCALE: 5/4" = 1'-0" • PROVIDE BEAM SPLICE �j" _ (4) 5/8" H.D.G. LAG = 8 BOLTS (PREDRILLED) CENTERED ABOVE COL. (4) 5/8" H.D.G. LAG C� BOLTS (PREDRILLED) WHEN NOTED ON PLANS BOLTS (PREDRILLED) I/2 �4" U I`� 5-1/2" O.D. SCH. 40 HOT - - — f� I— � - - — - - - - - - - - - - - - - - - - - - - - - - - - — - - - - \ VIPe-ALV. STL. COL. �CI) O O PERMAGAST COLUMN AS ld� I I (ASTM A125) AS PER PER PLANS; INSTALL AS — — \ — ( / PLAN WELDED TO PL. PER MANU. SPECIFICATIONS (L n 1 8"x8"x5/8" THK. — � — - - \ — y — - — A- -I — �- - - - - - - STL. BASE PL. POST BASE PER MANU. / / O �� SPECIFICATIONS 5/8" THK. _ _ _ _ _ _ _\` _ _ _ _ _ _ _ — �\ NEW FOOTINGS: PROVIDE (4) I/2" STL. PL. \4" �4 5/8" THK. H.D. — — - - - - - - - - - - - - - - - HOOKED ANCHOR BOLTS EMBEDDED FINISHED STONE GALV. PL. \ \ \ O INTO FOOTING MIN. 4 W/ OVERSIZED WASHER 4 END NUT SETUP 4" GONG. SLAB G?�P PLATE 1/2" THK• I I II I/2" THK. I I Ii EXISTING FOOTINGS: PROVIDE (4) " FOR CONNECTION OF STL. COL. TO (5) 1-5/4" WIDE STL. PL. �� /4 1/2" THK. H.D. STL. PL. �4 /q 1/2" THK° H.D. /,, GALV. THREADED ROD, DRILLED a a LVL LUMBER OR (5) 2" WIDE OR (4) 2" WIDE OALV. PL. GALV. PL. EPDXY PINNED INTO EXIST. FTC. USING QUIKRETE HIGH-STRENGTH a DIMENSIONAL LUMBER OR 5.25" WIDE PSL , ANCHORING EPDXY (OR EQUAL) TO \\/ //�\\ G?�P PLATE B G,hP PLATE C BASE PLATE '�' AN EMBEDMENT OF 6" BACKFILL FOR CONNECTION OF STL. COL. TO (5) 2" WIDE FOR CONNECTION OF STL. COL. (3) 2" WIDE &RAVE /\/ / OMPAGTED DIMENSIONAL LUMBER w/ (2) 1-5/4" WIDE LVL LUMBER DIMENSIONAL LUMBER W/ (2) 1-5/4" WIDE LVL a d\\/\\/\\ EVERY 6" LUMBER, AS WELL AS (5) 1-5/4" WIDE LVL LUMBER OR (5) 2" WIDE DIMENSIONAL LUMBER /\�\�\\ EXTEND FOUND. WALL # FT&. AT d \ \ \ COL. PER FOUND. PLAN;PROVIDE STEEL COLUMN CAF BASE PLATE DETAILS a \�\/�\/ ADDITIONAL (2) #5 VERT. REBAR Z \ \ IN GONG. WALL BENEATH COLUMN A-401.00 d \�� \ t (1) #5 HOR. REBAR IN SCALE: 5" = 1'-0" a \\\\\\ ENLARGED FT6. d X\l r• d °a EXTERIOR MASONRY DECK FOUND. WALL b FT6. AS PER 8 DETAIL X/A-XXX LAP ° J FF-RMACAST COL. FTO. DETAIL_ PROVIDE 3" (MIN) GONG. COVER ——————————�_——�_——�-� A-40I.00 SCALE: 3/4" = I'-O" w OF ALL REBAR WITHIN P. GONG. FOUND. WALLS d P. GONG. FT&'S. PROVIDE STRAPPING 3 NAILING AS PER CONNECTION 'D' IN I I "TYPICAL NAILING/STRAPPING --------____ II V PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, BETWEEN CAVITIES SHEAR, 3 LATERAL RESISTANCE" i PER ENERGY TABLE ON PAGE 6-005 ® EA. STUD. I I (WHEN APPLICABLE) FLOOR SYSTEM AS NEW (2) 2"xb" P.T. SILL PLATES I I W NOTED ON PLAN UPON SILL SEAL UPON COPPER #5 REBAR I I I 0 TERMITE SHIELD (TYP.) Q I �/ NEW 5/6"(P HOOKED ANCHOR #5 BENT N h BOLTS ® 34" D.G. w/ 3" SQUARE REBAR (TYP.) i I I I PROJECT: HORIZONTAL REINFORCEMENT OF FOUNDATION HALLS WASHER 8 ENDNUT III I I PROVIDE STEPPED FOUNDATION WALLS 6'-0 OR GREATER IN HEIGHT WITH ADDITIONAL CONTINUOUS HORIZONTAL REINFORCEMENT AS FOLLOWS: Q UAC K E N B US H z a I NEW #4 CONT. HOR. REBAR #4 REBAR ® BOTTOM, MIDDLE, b TOP OF WALL (3 TOTAL) RENOVATION ® TOP $ BOTTOM OF �� FOUND WALL (2 TOTAL) >61, #4 REBAR ® BOTTOM, MIDDLE THIRDS, d TOP OF WALL (4 TOTAL) I I NEW P. GONG. FOUND. j1a ° I I WALL (MIN. 4,000 PSI) NEW #6 VERT. REBAR ® FINISHED O.C.52"LLIGHT AAEREBOVE FLOOR 1505 HIAWATHAS PATH #6 HOOKED VERT. 11 REBAR ® 52" O.G. all° EXIST. FOUND. WALL FINISHED SOUTHOLD, N.Y. 11971 II' a FOOTING EXCEEDS 6-O ; NEW #4 VERT. REBAR ® - II ° ( CORNER CONNECTION eaµ. .' d a < d 48" O.G. ELSEWHERE GRADE ° I� <. NEW #5 HOR. REBAR ° p a ° li SPACED VERTICALLY1-===�___°=-,_ca -==�- _ . Il s. ° m - R°__ ad _= DRAWING TITLE: 12' O.G.;DRILL e.ad ° a aF�== _.=_�___ ASPHALTIC DAMP jl GRADE EPDXY PIN 4" INTO a PII e °" a ° ^ II e e : a -- e - -- II d'a' . -- GRADE " e II. .a �: eaa PROOFING TO EXTERIOR a Il EXIST. FOUND. WALL II e ° a .a � d a e a °. a I I .. :d USING OUIKRETE "° . . dl e e ° ° 11 ". d . ' a ll.. e. "a A. m DESIGN DETAILS #5 REBAR (TYP.) 2'-O" LAP HIGH-5TRENGTH as tl ' ° II d a e a e�l d.e.° '. II ° a . ANCHORING EPDXY °ll X (TYP.) (OR EQUAL) .. e ` II' .. e a d a a _ a d< a a it a d < ad ° aa. II. . a ° 0 d e b a .d P. GONG. FOUND. WALL —-—� —————— ———————— °.d I e a e (MIN, 4,000 PSI) .l a r— -F-- ° a ttl l — l d a d I I d BASEMENT n J1 —0 I I I I( d a e .e 11., FLOOR I i, II •a � d. e all + e d � ° lIa ea _ a I _ --------- ---- I4 MIN. 'I' II a a a a, d. "�d II a'�n e' , da .1� ... ° PAGE. Il ------- -- ------------ e. a II d •' ° . °' a. 4� �I e e 11d a .°. aa e I I ' d #4 HOR. CONT. REBAR ® l la I I I j I L ' a a I I I I d. as TOP, MIDDLE, E BOTTOM OF I.. z II =- �' ° "' a lllf ---- �+ �" I^I OO WALL (3 TOTAL) ll �.�— --------- I ( - --.-�° IIa a e •n e.' a'dl a e °. "Y II aOR ✓S Y `�I I `�DOi� `4 Y `4LL DETAIL • 1. .. A. _ ----- ---h---IL-- ------ A a a a .8.1111 LI -=-- °-- ---- __ d _ JI d _O I _ II a d, a 4 ° ea . - . C,f--I�^4—a------------ ------�----- e a . a11' e d = n a nll° a Il d. a e_ A-401.00 SCALE: I/4" — I I—Ou I II II I d II e P. GONG. CONT. FT6. a a 11L-_ (MIN. 4,000 PSI) ll . . _ I I I - ____� 'll a. .4,_ <�--e - _ ac �II a° ' DATE: 10/30/23 12 OF 16 ° 'd^ I I � NEW #5 HOR. REBAR � -e V.I.F. NUMBER OF STEPS REQUIRED (3) #5 HOR. CONT. REBAR lla° - I I I #5 BENT 11 ° all illl . (3 TOTAL) - DRILL d REBAR (TYP.) d e. III Ii I EPDXY PIN 6' INTO d 11' all" II I 4" P. GONG. SLAB e Il — 'ry I I EXIST. FTO. USING II ° d II° ' ;S=_�=_T_____1�__� a PROVIDE 3" (MIN) GONG. COVER QUIKRETE all =_=__= =$1=�= ° a—II ----� --e OF ALL REBAR WITHIN P. GONG. d Il _ I I I HIGH-STRENGTH III P "II II d FOUND. WALLS $ P. GONG. FT6'S. ANCHORING EPDXY C- =a 1111 II . ... a a e AA (OR EQUAL) NEW #4 BENT VERT. REBAR ® I6" O.G. c • "� ' ,. .. • .'_'ti dJ <d • HOOKED BENEATH HORI Z. REBAR \ 6 MIL POLY_ r MOISTURE RETARDER — ° II I I I I I I II °a ell , p .."' P 4" GRAVEL BASE 7 NEW Ib" WIDE x 8" DEEP. P. GONG. ° STEPPED FT6. (MIN. 4pO0 PSI) PROV. GLEAN —Lz�l COMPACT FILL jn �" NEW #5 HOR. REBAR (3 TOTAL) MIN. 3 MIN. 'T' CONNECTION EXIST. FTO. 0 FOUNDATION NALL DETAIL l I REBAR OVERLAP DETA I L 12 STEPPED FOUNDATION DETAIL A-401.00 SCALE: 5/4" = 1'-0" �`-401.00 SCALE: 5/4" = 1'-O" A-401.00 SCALE: 5/4" = 1'-0" (5F-NF- AL SNT'1� 50L <ENi' : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT i. WOOD FRAME (L.6. 57L. d Q EXISTING TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME (L.G. NEW FOUNDATION WALL W STL. WHEN APPLICABLE) \' J uj � NEW I-HR FIRE RATED MIN. (2) 2"x4" 57RUCTURAL V Q '~ LN WOOD FRAME (L.G. 57L. � P057 FOR 4" WALLS WHEN APPLICABLE) MIN. (2) 2"xb" STRUCTURAL O P05T FOR 6" WALL5), U.O.N. - } 0 NEW 2-HR FIRE RATED +� WOOD FRAME (L.G. STL. LO C CV Z O WHEN APPLICABLE) CL 'Ca � Y c 2: X :3 N STRUCTURAL PLAN NOTES P05T 8 COLUMN DESIGNATIONS: 0 O O 4� C1 AS FOLLOWS. NOTEOTHAT TTHESELAR DESIONART ONS TANCE DO NOT MPLYARETED ate-J 0 m � � 5PLICED 5TRUGTURAL MEMBER: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED C N O O O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES 8 STANDARD Q 0 d ACROSS BEARING POINT. PROVIDE (OR V.I.F. EXISTING) FRAMING REQUIREMENTS. SPLICES DIRECTLY ABOVE INDICATED POSTS/COLUMNS. ® STACKED P05T/COLUMN: A2 (2) 2"x4" POST g2 (2) 2"x6" POST LOCATE INDICATED POST/COLUMN BENEATH POST/COLUMN Jr ON FLOOR ABOVE. 5TA0KED POST/COLUMN: A3 (3) 2"x4" POST B3 (5) 2"x6" POST W 2B LOCATE INDICATED P05T/COLUMN ABOVE POST/COLUMN ON - - - FLOOR BELOW. C - - - - - 5 LOAD BEARING WALL (ABOVE): A4 (4) 2"x4" POST B4 (4) 2"xb" POST AS INDICATED BY DASHED OUTLINE. �� •• � � °. ui ALIGN STUDS OF BEARING WALL5 TO LAND DIRECTLY A5 (5) 2"x4" POST B5 (5) 2"xb" POST UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. OINTERIOR LOAD BEARING WALL: Bg 3-1/2" O.D. SGH 40 5-1/2" O.D. SGH 40 • AS INDICATED BY HATCHING. n�1 STL. COL. (ASTM (�� STL. COL (ASTM C) ALIGN 57UD5 OF BEARING WALLS TO LAND DIRECTLY UPON `"' UU AI23) BY SIMS u AI23) BY SIM5 F.J. OR BEAM (WHEN APPLICABLE) BELOW. STEEL (OR EQ.) STEEL (OR EO.) OHOLDOWN (1ST TO 2ND FLOOR): 4 HOLDOWN 'A' AS PER PACE 6-003 HOLDOWN (FOUNDATION TO 1ST FLOOR): 4G HOLDOWN 'G' AS PER PAGE 6-003 POURED CONCRETE AND STEEL REINFORCEMENT NOTES: O NEW ATTIC ACCESS - PULL DOWN STAIR: I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT N U I. MIN, 550 # CAPACITY FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND NLL 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x509 DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. O O� T�1 5.DBL. FRAMING WHEN NEW OPENING, U.O.N. �JJ 4. WEATHERSTRIP ACCESS OPENING 8 PROVIDE R-44 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION az • - INSULATION ABOVE w/WD. FR. (OR EQ.) BAFFLE OR SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR 3'-O V.I.F. EXIST. (5) RETAINER TO PREVENT INSULATION FROM ENTERING ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER O V.I.F. EXIST.(5) 2"x8" 2"x8" RIM DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 ENCOUNTERED. bB RIM BOARD HDR OR BOARD HDR OR 0 (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE n1 PROVIDE NEW PROVIDE NEW 00 Qm (D 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. �L Q THERMAL ENVELOPE OF BUILDING). A 5. INSTALL AS PER MANU. SPEG.'s 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT _ 5.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 17 17 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 518 GODS. ��_ � �j NEW UN-REINFORCED P. GONG. SLAB: _ � V.I.F. EXIST. (5) 2"x8" 6 I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED CARBON STEEL ® RIM BOARD HDR OR Q 2. b MIL POLY VAPOR BARRIER UPON ASTMA615 GRADE 60. WWM FOR SLABS DO NOT NEED TO BE • PROVIDE NEW 5. 4" (MIN.) GRAVEL BASE COATED. ��, -i -i NEW REINFORCED P. GONG. SLAB: 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS x O MODIFIED !i 6B w BATHROOM #1 0 O 1. NEW 4" THK. P. GONG. SLAB w/b"xb"-10/IO W.W.M. UPON SHALL BE STA66ERED. N ( 43.5 S.F. N = 2. 4" (MIN.) GRAVEL BASE IL 7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL 8 HARDWARE IN H 1) iQ V F PAD FOOTING (EXISTING): PLACE AT TIME OF POURING 8 MAINTAIN REQUIRED CLEARANCES, N qlj 1 : O N 7A V.I.F. EXIST. 24"x24"xl2" DEEP P. GONG. PAD FOOTING (MIN. COVERAGES, AND PLUMBNESS. �j �0 "z x W SIZE), IN GOOD CONDITION,BENEATH EXIST, STEEL COLUMN. �'QJ N CONTACT ARCHITECT IF EITHER FOUND OTHERWISE. 8. CEMENT SHALL CONFORM TO ASTM 0-55 FOR STANDARD? WEIGHT X CONCRETE. > w PAD FOOTING (NEW) 5'-V:2 2 3'_�2 4'_8y2 2_4° 7_OS/2 7B NEW 24"x24"x12" DEEP P. GONG. PAD FOOTING AS Ib PER DETAIL 4-A/401. GONCETE - GOLD WEATHER POURING 8 CONCRETE MIXTURE 7D 7D 7A PAD FOOTING MEW) lB 7A 5A _ 7A G 7A 7G NEW 50"x30"x18" DEEP P. GONG. PAD FOOTING I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF I- -� 3A AS PER DETAIL 5-A/401. CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE _1 17 17 HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. EXIST. (3) 2"x8" EXIST. (3) 2"xe" O PAD FOOTING (NEW) 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. G II G I J J DROPPED BM. DROPPED BM. 12 7D NEW 56"x56"xl8" DEEP P. GONG. PAD FOOTING AS I L - - L I _ (NO 51STERINO REO.'D) T NO SISTERING REQ.'D) PER DETAIL 6-A/401. 5. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL I CONTINUOUS FOOTING (EXISTING): CONFORM TO AGI 306. �_ ( SISTER I 1.75"x7.25" rt - Oi ® V.I.F. EXISTING 24"xl2" DEEP P. GONG CONTINUOUS 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / T.J. 2.OE LVL TO EACH SIDE OF t FOOTIN6 (MIN. SIZE) IN 600D CONDITION, BEARING AT SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO V J EXIST. (5) 2"x8" DROPPED BM; v MIN. 5'-0" BELOW GRADE. IF FOUND OTHERWISE, TEMPERATURES WITHIN 10° F OF CONCRETE. 0 AT EXIST COLUMNS,ENSURE 0 SISTER NEW 3 1.75"x7.25" ILL 17 CONTACT ARCHITECT. BEAM SPLICE PRESENT 8 ;p 7G T.J. 2.OE MICROLLAM V CONTINUOUS FOOTING (NEW): 5. IN NO (SASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. x p ® REPLACE COLUMNS (PROVIDE ® LVL TO EXIST. F.J. x O NEW I6"x8" DEEP P. GONG. CONTINUOUS FOOTING AS REMOVE AS REOV. ry jr X GAP PLATE PER DETAIL 7/A-401 BETWEEN NEW COLUMNS (V PER DETAILS 10-A/401 (6 FOUNDATION WALL) 8 -.Q z �? TO ENSURE BEARING SUPPORT ? 0 C 2-A/50I (6 EXTERIOR MASONRY DECK). 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE �$�� ( TO FULL WIDTH OF BEAM) u N WHERE NEW FT6. ABUTS EXIST. FT6., DRILL 8 EPDXY PERMITTED WHEN NECESSARY. U~1 1�): A _ryw PIN CONT. HOR. REBAR (SIZE/COUNT PER DETAIL) w/6" Q X EMBEDMENT INTO EXIST. FTC. USING QUIGKRETE 7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 55° F OR HIGHER w p il w EXIST. 2"x8" F.J. ® I6" O.G. N wHIGH-STRENGTH ANCHORING EPDXY (OR EQUAL). AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. !i N ® OUT ® EXIST. FOUND. WALL 6 U~l ® W _ � X FASTEN TO NEW FOUND WALL X STRUCTURAL PERMAGAST COLUMN (&,000 LBS): 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. > to V (OR PROVIDE NEW F.J.) w 0 O a° STRUCTURAL SQUARE PERMAGAST COLUMN w/MIN. 6,000 LBS LOAD BEARING CAPACITY. BEAM q. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE U I &Tl PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AV 506 NEW (2) 2"x8" COLUMN,AS PER MANUFACTURER SPECIFICATIONS. (ASTM C494/C494M, TYPES G AND E). RIM BOARD HDR aB PERMAGAST COLUMN FOOTING (CONT. FIG.) 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL - 17 17 PERMAGAST COLUMN UPON EXTENDED FOUND. WALL 8 FT6. AREAS EXCEED ONE SQUARE INCH. b PROVIDE ADDITIONAL (2) #5 VERT REBAR IN GONG. FOUND. O - - - - - - - - - - - - WALL BENEATH COL. 8 INCREASE HORIZONTAL REBAR IN 11. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED cV Q GONG. FT6. BY AN ADDITIONAL (1) #5 REBAR. TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS SEE ALSO DETAIL di-A/401. REACHED A COMPRESSIVE 5TRENCTH OF 500 PSI. - - - - - - - - - - - T1'PIGAL P. GONG. FOOTING 4 WALL CONSTRUCTION: 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. 14 4G 10 10 4G PROJECT: 10 • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD ITS 8 SILL SEAL • ANCHOR BOLTS A5 PER PAGE 5-003 s v qB • P. GONG. FOUND. WALL A5 PER DETAIL 10-A/401 UPON SOIL BEARING CAPACITY NOTE: _ _ _ _ _ _ _ _ QUACKENBUSH • P. GONG. FOOTING AS PER DETAIL LISTED SEPARATELY STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL - - - _ • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR BEARING CAPACITY OF 1.0 TON/S.F. 13 RENOVATION • B.O. FOOTING 3'-O" BELOW GRADE MIN. • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN APPLICABLE) - • AIR ENTRAIN P. GONG. FOR PORCHES / PATIOSSTOOPS / • MA50N T(O ViHEN ACCOUNT IFORLFINISH STONE ON THIN SET 15'-O" 5'-5" 1505 HIAWATHAS PATH FOR HE16HT OF WALL 8 SLAB (WHEN APPLICABLE) • WHERE NEW FOUND. WALL ABUTS EXIST. FOUND WALL, SOUTHOLD, N.Y. 11971 DRILL 8 EPDXY PIN #5 HOR. REBAR ® 12" O.G. (SPACED VERTICALLY) w/4" EMBEDMENT INTO EXIST. FOUND. k4ALL USING QUIGKRETE HISH-STRENOTH ANCHORINO DRAWING TITLE: EPDXY (OR EQUAL). LATERAL SUPPORT OF FLITCH BEAM PROPOSED STRUCTURAL PLAN II PROVIDE BLOCKING TO FLITCH PLATE FLUSH BEAM FROM PROPOSED FOUNDA71 ON STRUCTURAL FLAN PARALLEL F.J. TO ENSURE ADEQUATE LATERAL BRACING OF STRUCTURAL MEMBER. 12 BEAM POCKET SCALE: 1/4" = I'-O" EXISTING BEAM POCKET;ENLARGE IF REQ.'D BY NEW WIDTH OF SISTERED BEAM O13 STEPPED FOOTING NEW FT6. TO STEP AS NEEDED TO ALIGN WITH EXIST. FT6., PAGE: A5 PER DETAIL 12-A/401. V.I.F. EXIST. FT6. DEPTH. OTYPICAL CLOSED FOUNDATION S-101moo 14 0 PORCHE5 / PA7105: I. SEE DETAILS I-A/501 8 2-A/501. 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1,45 AWAY FROM BUILDING 3. FOR SLA55 ABUTTING FRAMING, INSTALL COPPER FLA5HIN6 FROM 12" ABOVE AND ADJACENT TO SLAB, DATE: 10/30/23 13 OF 16 BED ALL FLASHING IN ASPHALTIC MASTIC 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL BE DOWELED w/ #5 ® 6" O.G. VERTICAL TO EA. OTHER 8 TO MAIN FOUND. ORAISED WALL HEIGHT 15 PROVIDE NEW 2x FRAMING ® 16" O.G. 8 DOUBLE TOP PLATE UPON EXIST. TOP PLATE TO RAISE WALL CEILING HEIGHT TO 8'-0". CONNECT ALL EXISTING 8 NEW FRAMING TOGETHER w/ ' • 1, SIMPSON G520 57RAPPIN6 (OR APPROVED EQUAL) ® EXTERIOR WALLS 8 INTERIOR LOAD BEARING WALLS. Ib STACKED COLUMN NOTE: 6 IN SITUATIONS WHERE EXIST. FRAMING MEMBERS PREVENT r FOUND. LEVEL COLUMN FROM BEING CONTINUOUS TO THE k °.• ` STACKED POST/COLUMN DIRECTLY ABOVE, PROVIDE SOLID BLOCKING AS REQ.'D TO ENSURE FULL BEARING BETWEEN THE GAP PLATE 8 INDICATED POST/COLUMN ABOVE. 17 SOLID GMU BLOCK WALLS: V.I.F. EXIST. GMU BLOCK5 BENEATH NEW POST/COLUMN FILLED SOLID w/GROUT. IF EXIST. GMU CELLS EMPTY, FILL SOLID THROUGH TO EXIST. FT6. USING TYPE "5" GROUT. (5F_NE R AL SNr E30L Y _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.O. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) Lu NEW WOOD FRAME (L.G. NEW FOUNDATION WALL J cc 5TL. WHEN APPLICABLE) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL Qom,' LN WOOD FRAME (L.O. STL. El POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL 0Q P05T FOR (b" WALLS), U.O.N. - 'a } 0 WOOD FRAME (LR.O.T5TDL. LO O N z Q WHEN APPLICABLE) p Lo v 2 X N STRUCTURAL PLAN NOTES POST $ COLUMN DESIGNATIONS: O Q O .- POSTS 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED Q m 4- r- AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY a-J OSPLICED STRUCTURAL MEMBER: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED C N O cu STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES 4 STANDARD Q C p Q ACROSS BEARING POINT. PROVIDE (OR V.I.F. EXISTING) FRAMING REQUIREMENTS. SPLICES DIRECTLY ABOVE INDICATED POSTS/COLUMNS. ® STACKED POST/COLUMN: m_- a (2) 2"x4" POST B2 (2) 2"xb" POST LOCATE INDICATED POST/COLUMN BENEATH POST/COLUMN ON FLOOR ABOVE. STACKED POST/COLUMN: A3 (3) 2"x4" POST B3 (3) 2"xb" POST B LOCATE INDICATED P05T/COLUMN ABOVE P05T/COLUMN ON FLOOR BELOW. A4 (4) 2"x4" POST B4 (4) 2"xb" POST OLOAD BEARING WALL (ABOVE): AS INDICATED BY DASHED OUTLINE. ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY AS (5) 2"x4" 1-05T BS (5) 2"xb" P05T UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW.INTERIOR LOAD BEARING WALL: v` ' - 3B 3-I/2" O.D. SGH 40 5-I/2" O.D. SGH 40 NEW (2) 2"xl0" HDR NEW (2) 2"xl0" HDR AS INDICATED BY HATCHING. �� STL. COL. (ASTM ()__�� STL. COL (ASTM n , ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY UPON LJ AI23) BY SIM5 u AI23) BY SIMS F.J. OR BEAM (WHEN APPLICABLE) BELOW. STEEL (OR EO.) STEEL (OR EO.) HOLDOWN (IST TO 2ND FLOOR): I 4 HOLDOWN 'A' AS PER PAGE 6-003 A I (� HOLDOWN (FOUNDATION TO IST FLOOR): 0 1 O z 0 z POURED CONCRETE AND STEEL REINFORCEMENT NOTES: I q HOLDOWN 'G' AS PER PAGE 6-005 _ X O NEW ATTIC A00ES5 - PULL DOWN STAIR: I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT ® coVx ® c0v1 I p U 5 I. MIN. 550 # CAPACITY FOUNDATIONS BY AN AN61-E OF 45° PROJECTED OUTWARD AND III 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") DOWNWARD FROM THE BOTTOM OF EXI5TIN6 ADJACENT FOOTINGS. O J V � cV T�1 3. DEL. FRAMING WHEN NEW OPENING, U.O.N. Lu z zjN Z z I •`- 4.WEATHERSTRIP ACCE55 OPENING 4 PROVIDER-45 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION INSULATION ABOVE w/ ND. FR. (OR EG) BAFFLE OR SHALL BE DE-WATERED. THE POUR 51TE SHALL REMAIN DRY FOR N ® x ® I w Q RETAINER TO PREVENT INSULATION FROM ENTERING ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER N PROPOSED I z DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 ENCOUNTERED. w PININO w (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE B2 Z 3 ROOM Q 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. NEW(2) NEW (2) B2 B3 THERMAL ENVELOPE OF BUILDING). 2 xl0 HDR 2 xl0 HDR NEW(5) 2 xl0' HDR 210 S.F. 5. INSTALL AS PER MANU. SPEG.'s 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT 4 • Pil b.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 51a CODE. _ - _ _ - _ B3 NEW UN-REINFORCED P. GONG. SLAB: -b�-- REF, NEW (3) I.'I5"x16" T.J. 2.OE MIGROLLAM LVL BM. UPSET 6 I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON S. ALL REINFORCEMENT BARS SHALL BE DEFORMED CARBON STEEL v INTO WALL ABOVE (FLUSH w/BOTTOM OF F.J. 4 C.J.); 4 2. 6 MIL POLY VAPOR BARRIER UPON ASTMA615 GRADE 60. WWM FOR SLABS DO NOT NEED TO BE Q I - O O ° Q BEAM SHALL NOT BEAR UPON POCKET DOOR HDR B. 4" (MIN.) &RAVEL BASE COATED. I (fir 7 O U NEW REINFORCED P. GONG. SLAB: b. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS x o o O Z 11 " I Q 6B MODIFIED O NEW 2"xb" F.J. ® I6 O.G. 1. NEW 4" THK. P. GONG. SLAB w/6"xb -10/10 W.W.M. UPCN SHALL BE STAGGERED. [A i X ^ KITCHEN w/EVERY OTHER F.J. lu 0 2. 4 (MIN.) GRAVEL BASE 1 x 'PROP. ® 12a S.F. m DOUBLED (® 32" O.G.) z x 'f. PROVIDE MECHANICAL DEVICES TO HOLD STEEL 4 HARDWARE IN cV O O PAD FOOTING (EXISTING): PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, z OP LAUNDRY N _ ® � 1 W "IA V.I.F. EXIST. 24"x24"xl2" DEEP P. GONG. PAD FOOTING (MIN. COVER.AOE5, AND PLUMBNESS. I WALK IN N ROOM z SIZE), IN 600D CONDITION, BENEATH EXIST. STEEL COLUMN. � x " 52 S.F. dJ z CONTACT ARCHITECT IF EITHER FOUND OTHERWISE. a. CEMENT SHALL CONFORM TO ASTM 0-33 FOR STANDARD WEIGHT 51 S.F. w N w� )<z CONCRETE. u- PROP. q z _ _ - _ �y Lu w� PAD FOOTING (NEW) j MASTER ATIHROOM x �B NEW 24"x24"x12" DEEP P. GONG. PAD FOOTIN6 AS � w wcv PER DETAIL 4-A/401. X N GONGETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE 0 53 S.F. A2 3B V.I.F. IST. (2) «} u1 � B2 NEW (5) 1.15"x'1.25" T.J. 2.0E MICROLLAM B2 PAD FOOTING (NEW) 2"xb' HDR NEW (5) 1.'15"x'I.25" T.J. 2.0E LL J II LVL 1-4/ (2) �" THK. STEEL FLITCH PLATES 3A NEW 30"x30"x18" DEEP P. GONG. PAD FOOTING I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF NEW (2) (MIN. SIZ ) OR MICRFLUSH EM. BELOW WALL ABOVE_ AS PER DETAIL 5-A/401. CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE 2"xl0" HDR PROVID NEW 2B LLAM LVL w/(2) L THK. STTEELEEL FLITCH PLATES FLUSH BM. •� HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. _ NEW 2 1.95"x9.5" T.J. PAD FOOTING (NEW) NEW (2) 3B II 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. (fir 2"xl0" HDR 2.OE MICROLLAM A3 „ B2 �D NEW 36"x36'xl8" DEEP P. GONG. PAD FOOTING AS I V.I.F. EXIST. 2„x8 F.J. ® NEW 2"x8" F.J. ® Ib" O.G. PER DETAIL 6-A/401. j Q LVL HDR 16" O.C;GUT 4 FASTEN w/ 3B w/EVERY OTHER F.J. 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL NEW SIMPSON LU526 HNGR. DOUBLED (® 32" O.G.) ® CONFORM TO AGI 306. 3 O CONTINUOUS FOOTING (EXISTING): w- 28 ® UPSET 4 FLUSH BEAMS V.I.F. EXISTING 24"xl2" DEEP P. GONG. CONTINUOUS 4. IN NO CASE SHALL GONGRETE BE PLAGED ON FROZEN 6ROUND / z fV I FOOTING (MIN. SIZE) IN GOOD CONDITION, BEARING AT SURFAGES. FROZEN GROUND MAY BE REMOVED OR HEATED TO MIN. 3'-0" BELOW GRADE. IF FOUND OTHERWISE, o _ dJ d) _ _ _ _ _ _ _ _ = 83 OC TEMPERATURES WITHIN 10 F OF CONCRETE. CONTACT ARCHITECT. d) = dJ x NEW(5) I.-I5"xlb" T.J. 2.OE MIGROLLAM LVL BM. UPSET XIST. I _X O cl CONTINUOUS FOOTING (NEW): 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW, x Nv x Nv A4 INTO WALL ABOVE (FLUSH w/BOTTOM OF F.J. 4 G.J.) iy iv GARAGE ^w z SB NEW I6"x8" DEEP P. GONG. CONTINUOUS FOOTING AS REMOVE AS REOV. U~10 3 0 (j ® ® 1 N Lu Z PER DETAILS 10-A/401 (® FOUNDATION WALL) 4 ua Xs) w XQ z N z N H q zw Zu1- -1 ? Nz- 2-A/301 (® EXTERIOR MASONRY DECK). b. THE USE OF HEAT BLANKETS OR ELECTRIC, BLANKETS ARE N a =® uN�In Xx WHERE NEW FTC. ABUTS EXIST. FT6., DRILL 4 EPDXY PERMITTED WHEN NECESSARY. �u O-� U� Z MODIFIED <z f- w PIN CONT. HOR. REBAR(SIZE/COUNT PER DETAIL) w/6" N Qu Ul lu u x w LIVING ROOM x Q w q EMBEDMENT INTO EXIST. FTC. U51N6 OUICKRETE ?. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33 FOR HIGHER N w PROP. MASTER N _ cv"' 251 S.F. tV j z Z HIGH-STRENGTH ANCHORING EPDXY (OR EQUAL). AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. O O F w F BEDROOM #I Is STRUCTURAL PERMAGAST COLUMN 68,000 LBS): 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. 198 S.F. q)V ® N V ® 38 4A STRUCTURAL SQUARE PERMAGAST COLUMN w/MIN. W w w w% NEW 2"xb" F.J. ® I6" O.G. V 8,000 LBS LOAD BEARING CAPACITY. BEAM cl. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE t! z z u : z w/EVERY OTHER F.J. PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 .0 3 DOUBLED (® 32" O.G.) q COLUMN, AS PER MANUFACTURER SPECIFICATIONS. (ASTM C494/C444M, TYPES G AND E). - qB PERMAGAST COLUMN FOOTING (CONY. FTC.) 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT CROSS SECTIONAL X. 0 I _ 4" T. _ PERMAGAST COLUMN UPON EXTENDED FOUND. WALL 4 F x FTC. AREAS EXCEED ONE SQUARE INCH. z NEW (3) L_'IS"x1J. 2.0E_ MICROLLAM LVL BM. UPSET PROVIDE ADDITIONAL (2) #5 VERT REBAR IN GONG. FOUNC>. tV NEW (3) 2"xl0" HDR 4 _INTO WALL ABOVE (FLUSH w/BOTTOM OF F.J. 4 G.J.) ~ WALL BENEATH COL. 4 INCREASE HORIZONTAL REBAR IN If. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED - __ _ - - 82 Q GONG. FT6. BY AN ADDITIONAL (1) #5 REBAR. TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS 4 4G • 4 40 SEE ALSO DETAIL at-A/40I. REACHED A COMPRESSIVE 5TRENOTH OF 8OO PSI. NEW (2) NEW (3) 2"xl0" HDR V.I.F. EXIST. (2) 2"x5" NEW 2"x5" G.J. ® 16" O.G. TYPICAL P. GONG. FOOTING $ WALL CONSTRUCTION: 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. 2"xl0" HDR HDR (MIN. SIZE) OR PROVIDE NEW PROJECT: 10 (2) 2 xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD 4 SILL SEAL NEW 2"xb" G.J. a Ib" O.G. • ANCHOR BOLTS AS PER PAGE 6-005 w/SIMP50N LU526 HNGR. ® V.I.F. EXIST. (2) 2"x8" HDR • P. GONG. FOUND. WALL AS PER DETAIL 10-A/401 UPON SOIL BEARING CAPACITY NOTE: FLUSH BM. 4 LEDGER BD, qA (MIN. SIZE) OR PROVIDE NEW QUACKENBUSH • P. GONG. FOOTING AS PER DETAIL LISTED SEPARATELY STRUCTURAL DE51ON OF FOOTIN55 ASSUMES A SOIL • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR BEARING CAPACITY OF 1.0 TON/S.F. It NEW (2) I."15"x 1.25" T.J. 2.OE MICROLLAM LVL FLUSH BM. R E N OVATI O N • B.O. FOOTING 3'-0" BELOW GRADE MIN. • 1/2" EXPAN51ON JOINT® PERIMETER OF SLAB (WHEN 9A APPLICABLE) • AIR ENTRAIN P. GONG. FOR PORCHES / PATIOS / STOOPS (WHEN APPLICABLE) 1505 HIAWATHAS PATH • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) SOUTHOLD, N.Y. 11971 • WHERE NEW FOUND. WALL ABUTS EXIST. FOUND WALL, DRILL 4 EPDXY PIN #5 HOR. REBAR ® 12" O.G. (SPACED VERTICALLY) w/ 4" EMBEDMENT INTO EXIST. FOUND. HALL 6 0UICKRE7E 6 - THE 6TH ANCHORIN6 DRAWING TITLE: EPDXY (OR EQUAL). LATERAL SUPPORT OF FLITCH BEAM PROPOSED STRUCTURAL PLAN II PROVIDE BLOCKING TO FLITCH PLATE FLUSH BEAM FROM � ROFOSEID F I RST FLOOD' 57RU07URAL FLAN PARALLEL F.J. TO ENSURE ADEQUATE LATERAL BRACING OF STRUCTURAL MEMBER. 12 BEAM POCKET SCALE: 1/4" = 1'-0" EXISTING BEAM POCKET;ENLARGE IF REO.'D BY NEW WIDTH OF 5157ERED BEAM OSTEPPED FOOTING 13 NEW FT6. TO STEP AS NEEDED TO ALIGN WITH EXIST. FT6., PAGE: AS PER DETAIL 12-A/401. V.I.F. EXIST. FTC. DEPTH. O TYPICAL CLOSED FOUNDATION �®� • 14 a PORCHES / PATIOS: 00 1. SEE DETAILS I-A/501 $ 2-A/501. 2. ALL HORZ. SURFACES SHALL BE PITCHED a 1:45 AWAY FROM BUILDING 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER FLASHING FROM 12 ABOVE AND ADJ GE T TO SLAB, DATE: 10/30/23 14 OF 16 BED ALL FLASHING IN ASPHALTIC MASTIC 4. PORCH / PATIO WALLS OF SEPARATE POURS SHALL BE DOWELED w/ #5 ® 8" O.G. VERTICAL TO EA. OTHER 4 TO MAIN FOUND. � RAISED WALL HEIGHT ' �". ... , PROVIDE NEW 2x FRAMING ® I6" O.G. 4 DOUBLE TOP PLATE UPON EXIST. TOP PLATE TO RAISE WALL CEILING HE16HT TO &'-0". CONNECT ALL EXISTING 4 NEW FRAMING TOGETHER w/ SIMPSON 0520 STRAPPING (OR APPROVED EQUAL) a Y. EXTERIOR WALLS 4 INTERIOR LOAD BEARING WALLS. j O5TA0KED COLUMN NOTE: Ib IN SITUATIONS WHERE EXIST. FRAMING MEMBERS PREVENT FOUND. LEVEL COLUMN FROM BEING CONTINUOUS TO THE STACKED POST/COLUMN DIRECTLY ABOVE, PROVIDE SOLID �`9 BLOCKING AS REO.'D TO ENSURE FULL SEARING BETWEEN THE GAP PLATE 4 INDICATED POST/COLUMN ABOVE. l SOLID GMU BLOCK WALLS: V.I.F. EXIST. GMU BLOCKS BENEATH NEW POST/COLUMN FILLED SOLID w/GROUT. IF EXIST. GMU CELLS EMPTY, FILL SOLID THROU6H TO EXIST. FT6. USING TYPE "S" &ROUT. (5E I `FERAL S��550L <F-Y : A 4 NEW (2) B2 B NEW (2) IS B2 2B I5 NEW (2) NEW(2) 4 - EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT 2"xl0" HDR 2"AO" HDR NEW (2) 2"xl0" HDR 2"xIO" HDR 2"xl0" HDR WOOD FRAME (L.O. STL. WHEN APPLICABLE) -- - - - - Q EXISTING TO REMAIN -{ NEW WOOD FRAME (L.O. NEW FOUNDATION WALL 3: ( O ( W I _1 - J C6 STL. WHEN APPLICABLE) � PROP. O MODIFIED. I m x WALK-IN BATHROOM #4 Q N NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL CIL. ? PROPOSED Ln WOOD FRAME (L.G. STL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL s45F v v ® v v BEDROOM #3 O _ " W O I 0 z a 149 S.F. O ( $ _O POST FOR 6 WALLS), U.O.N. z I N cz , x Q n NEW 2-HR FIRE RATED ® PROP. 0 v ® nQ � ® i } WOOD FRAME (L.O. STL. z BATHROOM #3 v le : lu z - z WHEN APPLICABLE) z 60 S.F. �0 O ? -1Q z O N OI x, PROPOSED v z� N a '� LO .� iv (z FAMILY ROOM >) '- U STRUCTURAL PLAN NOTES P05T 8 COLUMN DESIGNATIONS: ® I - 7i 196 S.F, x ( C 0 X -J N O 5 ® B ENSURE POST FALLS O m Cfl POSTS b COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED 0 2B 3B STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BYO HER CONSTRUCTION DOCUMENT NOTES dSUCH MEMBERS ARE NOT NECESSARY ESTANDARDGIFIED :;NIO" HDR FLUSH BM y UPON GARAGE WALL AS FOLLOWS. NOTE THAT THESE DE51ONATIONS DO NOT IMPLY NEW (2) 4-� Ln SPLICED STRUCTURAL MEMBER: A3 NEW (2) � I DIRECTLY BELOW N _ X ACROSS BEARING POINT. PROVIDE (OR V.I.F. EXISTING) FRAMING REQUIREMENTS. - SPLICES DIRECTLY ABOVE INDICATED POSTS/COLUMNS. NEW (2) NEW(2) A2 25 3� Q 3B 3B STACKED POST/COLUMN: Q}.-��,2� (2) 2"x4" POST g2 (2) 2"xb" POST 2"xl0" HDR 3B 2"xl0" HDR I A3 MOD. ( ry O Q ® LOCATE INDICATED POST/COLUMN BENEATH POST/COLUMN I 3B 1m 0 mw� 0 ON FLOOR ABOVE. w O GL. I 3-j 2B STACKED P057/0OLUMN: il A3 (5) 2"x4" POST B3 (3) 2"xb" POST z x Q 7 S.F. EW (5) 1.75"x7.25" T.J. 2.OE w U N LOCATE INDICATED P05T/COLUMN ABOVE POST/COLUMN ON Vol O 41 MICR' LLAM L_VL RIM BOAR]:)_HDR Z �1 FLOOR BELOW. u o A4 (4) 2"x4' POST B4 (4) 2"xb" POST - LOAD BEARING WALL (ABOVE): v MODIFIED 0 3B 3B PROPOSED AS INDICATED BY DASHED OUTLINE. ? 0 F ? I O ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY A5 (5) 2"x4" POST B5 (5) 2"xb Q" POST V BEDROOM #2 � V BD EROOM #4 � dJ O z >< UPON F.J. OR BEAM (WHEN APPLICABLE-) BELOW. 22-T S.F. N O 0 175 INTERIOR LOAD BEARING WALL: 3B 3-1/2" O.D. SCH 40 5-I/2" O.D. SGH 40 iv iV I V w ® • AS INDICATED BY HATCHING. STL. COL. (ASTM STL. COL (A5TM 3 ® u�0 3 ® z I n 1 ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY UPON C AI23) BY SIMS D AI23) BY SIMS z N w z PROPOSED FRAMED UPON iv VJ F.J. OR BEAM (WHEN APPLICABLE) BELOW. r�p STORAGE 1 , STEEL (OR EQ.) STEEL (OR EO.) x SPACE: GARAGE WALL m T HOLDOWN (1ST TO 2ND FLOOR): �n? DIRECTLY BELOW T HOLDOWN 'A' AS PER PAGE 6-003 V I NNGONDIT � 112 S.F. HOLDOWN (FOUNDATION TO IST FLOOR): B2 O POURED CONCRETE AND STEEL REINFORCEMENT NOTES: IY ( tu li + HOEDOWN 'G' AS PER PAGE 6-003 w B B2 ONEW ATTIC ACCESS - PULL DOWN STAIR: I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT x z - U c 1. MIN, 550 # CAPACITY FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWAR 5 D AND w O 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") DOWNWARD FROM THE BOTTOM OF EXI5TIN6 ADJACENT FOOTINGS. z x ( -� NEW (2) NEW (2) 3. DEL. FRAMING WHEN NEW OPENING, U.O.N. N 4A 2"xl0" HDR 2"xl0" HDR 4 4.WEATHERSTRIP ACCESS OPENING 6 PROVIDE R-4q 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION - - - ___ • INSULATION ABOVE w/ HD. FR. (OR EW BAFFLE OR SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR (n RETAINER TO PREVENT INSULATION FROM ENTERING ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER NEW (2) NEW (3) 2"x12" HDR NEW (2) �+ DWELLING WHEN OPENED, AS PER NY5 EGG R402.2.4 ENCOUNTERED. 4 2"xl0" HDR 2"x10, HDR 4AAsk (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. Q THERMAL ENVELOPE OF BUILDING). 5. INSTALL AS PER MANU. SPEC.'S 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE. NEW UN-REINFORCED P• GONG. SLAB: b 1. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED CARBON STEEL 2. b MIL POLY VAPOR BARRIER UPON ASTMA615 GRADE 60. wwM FOR SLABS DO NOT NEED TO BE 3. 4" (MIN) GRAVEL BASE COATED. i ROPOSE17 SECOND FLOOR 57RUG7URAL FLAN ONEW REINFORCED P. GONG. SLAB: 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS Oil 1.6B I. NEW 4" THK. P. GONG. SLAB W 6"xb"-10/10 W.W.M. UPON SHALL BE STAGGERED. 2. 4" (MIN.) GRAVEL BASE ING (EXISTING): PLACE PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN PAD FOOT 7A V.I.F. EXIST, INO (E "xl2" DEEP P. GONG. PAD FOOTING (MIN. PLACE AT TIME OF POURING $ MAINTAIN REQUIRED CLEARANCES, COVERAGES, AND PLUMBNE55. SIZE), IN GOOD CONDITION, BENEATH EXIST. STEEL COLUMN. CONTACT ARCHITECT IF EITHER FOUND OTHERWISE. 6. CEMENT SHALL CONFORM TO A5TM C-55 FOR STANDARD WEIGHT PAD FOOTING (NEW) CONCRETE. 7B NEW 24"x24"x12" DEEP P. GONG. PAD FOOTING AS PER DETAIL 4-A/401. GONGETE - GOLD WEATHER POURING $ CONCRETE MIXTURE B B PAD FOOTINO (NEW) - - - - - - - - - - - - - - -� 7G NEW 30"x30"x1&" DEEP P. GONG. PAD FOOTING 1. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF - - - - - - - - - -AS PER DETAIL 5-A/401. CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. PAD FOOTING MEW) 7D NEW 36"x36"xl6" DEEP P. GONG. PAD FOOTING AS 2• SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. I I a PER DETAIL b-A/401. 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL CONFORM TO AGI 506. ® CONTINUOUS FOOTING (EXISTING): V.I.F. EXISTING 24"x12" DEEP P. GONG. CONTINUOUS 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND FOOTING (MIN. SIZE) IN GOOD CONDITION, BEARING AT SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO I I w N MIN. 3'-0" BELOW GRADE. IF FOUND OTHERWISE, TEMPERATURES WITHIN 10° F OF CONCRETE. PROVIDE SIMPSON AG6 POST GAPS AT 3 CONTACT ARCHITECT. ALL POST-TO-RIDGE BEAM CONNECTIONS I I z N CONTINUOUS FOOTING (NEW): 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. 8B NEW Ib"x5" DEEP P. GONG. CONTINUOUS FOOTING AS REMOVE AS REOV. PER DETAILS 10-A/401 (® FOUNDATION WALL) b 2g 2-A/301 (® EXTERIOR MASONRY DECK). b. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE B2 2B B2 WHERE NEW FT6. ABUTS EXIST. FT6., DRILL b EPDXY PERMITTED WHEN NECESSARY. El -� El FIN CONT. HOR. REBAR.(51ZE/GOUNTPERDETAIL) w/ 6" _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EMBEDMENT INTO EXIST. FTC. USING OUIGKRETE 7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER - - - - - - - - - - - - - J z HIGH-57RENOTH ANCHORING EPDXY (OR EQUAL). AND SHALL BE WITHIN 10° FOF CONCRETE TEMPERATURE. p - - - - - - - - - - - '- - - - - - - - - - - - - - - - - - - - - - - - - - - - - Lu STRUCTURAL PERMAGAST COLUMN (8.000 L35): 5. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. NEW 2"xlO" R.R. NEW 2"xl0" R.R. 00 qA STRUCTURAL SQUARE PERMAGAST COLUMN W MIN. ® I6" O.G. ® I6" O.G. 0 6,000 L55 LOAD BEARING CAPACITY. BEAM q. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF PERMITTED GETCBEM, TYPES G AND CONCRETE MIXTURE AS PER AGI 506 N W COLUMN,AS PER MANUFACTURER SPECIFICATIONS. (ASTM qB PERMAGAST COLUMN FOOTING (CONT. FTC.) 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL b`12�PIITTCHH I- I a:1�TTCH Di phi 0 O PERMAGAST COLUMN UPON EXTENDED FOUND. WALL E FTC. AREAS EXCEED ONE SQUARE INCH. = z ly PROVIDE ADDITIONAL (2) #5 VERT REBAR IN GONG. FOUND. I v 0 0 U 0 0 ui WALL BENEATH COL. 8 INCREASE HORIZONTAL REBAR IN 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED GONG. FTC. BY AN ADDITIONAL (1) #5 REBAR. TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS x SEE ALSO DETAIL q-A/401. REACHED A COMPRESSIVE STRENGTH OF 500 P51. t' 0.i z ® it z TYPICAL P. GONG. FOOTING 8 WALL CONSTRUCTION. 12• PLACEMENT T'EMPERA7URE5 SHALL CONFORM TO AGI 306. L - O O L PROJECT: 10 • (2) 2"xb" P.T. SILL PLATES W COPPER TERMITE SHIELD 3 v - ] °= b SILL SEAL - • ANCHOR BOLTS AS PER PAGE 0-005 z I I 3 ® n U A C K E N B U S H • P. GONG. FOUND. WALL AS PER DETAIL 10-A z `'G /401 UPON SOIL BEARING CAPACITY NOTE: • P. GONG. FOOTING AS PER DETAIL LISTED SEPARATELY STRUCTURAL DE51ON OF FOOTINGS ASSUMES A SOIL ( B3 25 1 B3 2B• ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR BEARING CAPACITY OF LO TON/S.F. J • B.O. FOOTING 3'-0" BELOW GRADE MIN. - NEW(2) 1.75"x11.875" T.J. 2.OE RENOVATION • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN I _ r - MICROLLAM LVL RIDGE BM. NEW 2"xl2" RIDGE BD. APPLICABLE) NEW(2) 1.75"xIIb75" r' 2: B2 ® • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / NEW 2"xl0" R.R. T.J. 2.OE MICROLLAM LVL RIDGE BM. F- 16 O.G. s2 B2 1505 HIAWATHAS PATH STOOPS (WHEN APPLICABLE) 0. • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET cV FOR HEIGHT OF WALL b SLAB (WHEN APPLICABLE) K '� • WHERE NEW FOUND. WALL ABUTS EXIST. FOUND WALL, SOUTHOLD N.Y. 11971 DRILL $ EPDXY PIN #5 HOR. REBAR ® 12" O.G. (SPACED _ _ _ _ _ _ _ _ _ _ z 0L� z VERTICALLY) w/4" EMBEDMENT INTO EXIST. FOUND. cV x �, WALL USING OUIGKRETE HIGH-STRENGTH ANCHORING -j ® 0 y �� Oa + o i o Q'' x o � 1 1 DRAWING TITLE: EPDXY (OR EQUAL). ~� z x 4 -� iv z Q LATERAL SUPPORT OF FLITCH BEAM w "� n dui PROPOSED STRUCTURAL PLAN II PROVIDE BLOCKING TO FLITCH PLATE FLUSH BEAM FROM �> I V tY v � 0> �� ' 0> OF PARALLEL OMEMBER. ADEQUATE LATERAL BRACING in YC x : x ENSURE dJ O iq O z= 0 6:12 PITCH a:12 PITCH z= 0 6:12 PITCH r� 6:12 PITCH �,� � i ry � BEAM POCKET 12 EXISTING BEAM POCKET;ENLARGE IF REO.V BY NEW WIDTH ® X ® NEW 2"xl0" R.R. z NEW 2"xIO" R.R. OF SISTERED BEAM _ N ® Ib" O.G. ® I6" O.G. STEPPED FOOTING z� I 13 NEW FT6. TO STEP AS NEEDED TO ALIGN WITH EXIST. FTC., B:22215 PAGE: AS PER DETAIL 12-A/401. V.I.F. EXIST. F76. DEPTH. NEW 2"xlO" R.R. NEW 2"xl0" R.R. 41 TYPICAL CLOSED FOUNDATION ® I6" O.G. O.G. 2B _ _ _ _ _ _ _ _ _ __ _ _ - - ___ _ - 14 ® PORCHES / PATIOS: S-103m00I. SEE DETAILS I-A/301 t 2-A/301. B B ry Q 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:46 AWAY El - - - - - - - - - - - - - - - I I 5:12 PITCH x[Q 6:12 PITCH FROM BUILDING 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER NEW 2"xlO" R.R. Q NEW 2"xl0" R.R. FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, B2 I ® I6" O.G. z ® I6" O.G. I I DATE: 10 BED ALL FLASHING IN ASPHALTIC MASTIC R U IYv B - - - - - - - - - - - - - - J o /30/23 15 OF 16 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL a 0 V 0 L - - - - - - - - - - - - - - BE DOWELED w/#5 ® b" O.G. VERTICAL TO EA. OTHER z Q' a z Z6 $ TO MAIN FOUND. - - " RAISED WALL HEIGHT L-I ® r� ® r-J 15 PROVIDE NEW 2x FRAMING ® I6" O.G. $ DOUBLE TOP PLATE LJ LJ LJ w O UPON EXIST. TOP PLATE TO RAISE WALL CEILING HEIGHT TO © '� �';', { .•' 5'-0". CONNECT ALL EXISTING t NEW FRAMING TOGETHER w/ ;l.E:; " 1 SIMPSON 0520 STRAPPING (OR APPROVED EQUAL) EXTERIOR WALLS $ INTERIOR LOAD BEARING WALLS. t STACKED COLUMN NOTE: Ib IN SITUATIONS WHERE EXIST. FRAMING MEMBERS PREVENT FOUND. LEVEL COLUMN FROM BEING CONTINUOUS TO THE STACKED POST/COLUMN DIRECTLY ABOVE, PROVIDE SOLID BLOCKING AS REO.'D TO ENSURE FULL BEARING BETWEEN THE GAP PLATE 8 INDICATED POST/COLUMN ABOVE. PROPOSED ROOF STUGTU ' L FLAN 17 50LID GMU BLOCK WALLS: V.I.F. EXIST. GMU BLOCKS BENEATH NEW POST/COLUMN FILLED SOLID W GROUT. IF EXIST. GMU CELLS EMPTY, FILL SCALE: 1/4" = 1'-0" SOLID THROUGH TO EXIST. FT6. USING TYPE "S" GROUT. a Q 0 W W co J (y) Q +' CV Q' C O = �r-- O } O O C N z 0 a •� u) YI x = cv o O 0 0 00 , c� N c: 0 cc O Q W 4-) -0 C) • - 4-J m U Q .- LL Cll 0 u. — 4" FRESH AIR VENT J I THROUGH ROOF tL I v I o Bu d -,3 i k pwp p N ATTIC/ROOF d �Q _ON I Q= PROPOSED 2„ 1 2" PROPOSED I BATHROOM #5 - ----- --I------- --1 BATHROOM #4 - PROPOSED PROPOSED r----- I I I I I I I I I I 1 I I I BATHROOM #5 BATHROOM #4 NOTE: I I I I I I NOTE: ALL PLUMBING b 0 I 2"I „I 2"I I I i I ALL PLUMBING WORK FUEL CAS WORK u I I 2 I i 12 1 w I SHALL CONFORM TO o SHALL CONFORM TO LOCAL Ll 1 I I 1 I I I PROVIDE "ABE5G0 FP200 FR 0 I Q4 OQ LOCAL PLUMBING CODELL z 1 2 I I I 2 PLUMBING CODE d 1 EXPANDING FOAM" (OR EQUAL) -� I q� I Q I j I I AT ALL PENETRATIONS IN FIRE w I I I I O FUEL 6A5 N ( I RATED WALLS AND v FLOORS/CEILINGS. PRODUCT I X I !� U I I3 �O4 v EGEND N PIPING PENETRATIONS: ISHOWER 1- I 1- I I CONFORMS TO ASTM E 814, w I �I I� 31 �V W.G. �I �v 31 I� W.G. I TUB 1 I ASTM E ,54, AND UL 14"14 N I z v �I =I :V HOT WATER I. PROVIDE "ABESGO FP200 FR 3" 2 I 3 iv Iry SHOWER iv I �� m N I IN t�vj �ry m ------ SUPPLY EXPANDING FOAM" (OR EQUAL) G.O. -i -I I- -I i T B AT ALL PENETRATIONS AT WALLS __ __ _ _ _ _ _ AND FLOOR5/0EILIN55. PROPOSED MASTER PROP. l-AUNDRY RM. MODIFIED I L .. _. - _.._T.._ -. - i_. _ _ __.L _.._ I. _._ _ _.=I. �--••- •-••-� GOLD WATER 2.PRODUCT CONFORMS TO ASTM E BATHROOM #2 __ -,----- ------- KITCHEN - - - �I SUPPLY MODIFIED 'LRO� 514, A5TM E 64, AND UL 14-74 ___ - PROPOSED MASTER PROP, LAUNDRY RM. MODIFIED I KITCHEN LAUNDRY r T A�L4L PLUMBING WORK I BATHROOM #2 KITCHEN II 1 I I I I I j I PROVIDE "ABESGO FF200 FR I I SHALL CONFORM TO 1 .I EXPANDING FOAM" (OR EQUAL) I I LOCAL PLUMBING CODE 1 j l AT ALL PENETRATIONS IN FIRE R I I2 O 2 i 2 j I 2 2"I 3 I GLEAN OUT O i I I FLOORS/GEIL NGSD PRODUCT 0 p� p� I CONFORMS TO ASTM E 5I4 u to 1 1 1 2" 1 I 1 I 5 AS REQ'D � I I M i QQ I ASTM E 64, AND UL 14'14 ~ Z (K I I I 1 EXIST. F.A.I. TO t- I .(C� 1 :I� Q I Q4 I I _ W u W I I W I REMAIN `_� I I Q4 I I Q j I j V I I w p� � RANGE � 1 w 1 Tli� II X I� �1 i� W.G. I I X 1III :tL) ISHOWER I I I- DisH I � �4 f ivSHERDW WASHER _ I = - N G.O. 3" I 3 �I IN �� SHOWER �I IN m WASHER N , •� EDk4II lY1 DRYER — COMBI NI Q N NI :� N1 I9 NI IQ - G.O. L _j-------- -- -- ---1=----- 1----- II CONNECT TO I 1 L_.._..1. _. _.._I._.._.._.._..� �T .._.._l._r _.._. _t..........I_.._.._.. _..� EXIST. WATER MECHANICAL 6A5 SUPPLY PROPOSED 500 GALLON G.O. T.._. _.. MODIFIED I I MECHANICAL I I ;I MODIFIED SUPPLY SYSTEM AREA BURIED PROPANE TANK BATHROOM #1 I •4 I m I AREA I I I I 13 I BATHROOM I Q 4" HOUSE I v I I MAIN DRAIN G.O. I _ 1 1 x 2 I EXIST. I I I I m I I v I I I I 1 TO STREET ~ 1 2 1 2"j I 3 �UREAY MECHANICAL TO SEPTIC I I I\ I i PROP. NEA 4 m I j j rHATER MAIN z WALL PROJECT: I I �— H I WALL I 1 1 .._. _.._..�+ HUNG w1 12„ I I I AREA SYSTEM a I 1 I w I BOILER I �j IX I COMBI BOILER w/3�OOR DRAIN TRAP (ELOW � HW i z I ryj Iry m QUACKENBUSH 1SHOwER 14" 1 2 GOMBI- AP (E ) (CLOSED I a -I W G RENOVATION L Q LOOP L--____- _-3/4" HW IX z SYSTEM) I - SHOWER S.P. 1505 HIAWATHAS PATH FLUMB I NO RISER - DRAIN / NASTE / NEAT FLUME31NO RISER - SUPPLY CAS RISER - SUPPLY' SOUTHOLD, N.Y. 11971 SCALE: NTS SCALE: NTS SCALE: NTS DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: P-101000 DATE: 10/30/23 16 OF 16 r 51TE LAYOUT NOTES: SITE PLAN HATCH KEY: y I. THIS IS AN ARCHITECT'S 51TE PLAN 8 15 SUBJECT TO VERIFICATION BY A LICENSED PROPOSED BUILDING ADDITION 17 SURVEYOR. THE INFORMATION +� ; �H Q REPRESENTED ON THIS 517E PLAN IS TO THE �� PROPOSED ACCESSORY STRUCTURE "' ARCHITECTS BEST OF KNOWLEDGE. ; p G 2. SURVEY INFORMATION WAS OBTAINED PROPOSED 2ND STORY . ---� W FROM A SURVEY DATED SEPTEMBER 6, u MOST RECENTLY REVISED SEPT � Q fV ` SEPTEMBER 21, 2023, AND PREPARED BY: .O Lr) SGALIGE LAND SURVEYING I SOUTH BAY AVEC. W_ TELEPHONE: (631) 0157 . -2400 4. ? ' �rt �, ,� ,, �,.t ! ��. - �„� L w � � C4 Il J f� �^lI a• � a . � `i '"/+ i` '�%Ly./V ,«^` t �' •C6 -Y d t t O X N DRIVEWAY DRAINAGE CALCULATIONS - DRAINAGE CALCULATIONS `, .1 \ O p �p 0 TOTAL IMPERVIOUS DRIVEWAY COVERAGE 2,374 S.F. TOTAL iMPERVI0U5 ROOF COVERAGE 1,648 S.F. O+ ''; �' t *""'., p� \ C O co STORAGE VOLUME REQUIRED STORAGE VOLUME REQUIRED hV k 4 r `, '� F 511 27 5.7 G.F. 4.7 G.F. '' .' "! a (2" RAINFALL EVENT x ROOF COVERAGE) (2" RAINFALL EVENT x ROOF COVERAGE) � '� `"""� �` ` ..,,• . '"'*», �. � _ ' --=''., -- "-' -• _ - ` � _ -- - --_ _- ---- - - * ` i ' `. 5UBJEGT PROPERTY .. ,, .¢ _ r I � • =_ STORAGE PROVIDED PER VERTICAL FOOT STORAGE PROVIDED PER VERTICAL FOOT ..+��" - -_ � ` a. ° 42.2 G.F. 42.2 G.F. 4, a1 � r. ''4' �, ..�� - -- :.;. OF 8 CP DRYWELL DEPTH OF 8(p DRYWELL DEPTH _ • r � '! .. - _ "j '� �� TOTAL DRYWELL DEPTH REQUIRED TOTAL DRYWELL DEPTH REQUIRED ¢. `` k • '""..° ; ., , . " ; �„ CIA FT. 6.5 FT. I I H L 'l 1 T • �i,rt''•I' (VOL. REQ .D / VOL. PROV. PER FT DEPTH) (VOL. REQ.D / VOL. PROV. PER FT DEPTH) �, . r � yl. ^, .:.'? x ::. '�.a� ' ,��" •.�.` � _ _ �; t F1 SIr - I. p •P 1;w .t 8'( 10' DEEP DR x YWELL PROVIDE (2) 8'O 4' DEEP DRYWELLS x f d a#•.i t 4 __ _ __-__.-_ , v- 4 x1 � � ,,.�1�K" :�� ,� ,w a erX ~ �•` ` f f '•� �' 1 1 ;!. +°'u• n '� v .' 4.; 1."! " +.kl a,s �! :f:' w l sw, A n...,L.:.i.d Y a_3...,�:.J� .� S i..3 -S a a �r PROVIDE (1) x DRAINAGE SYSTEM INSTALLATION NOTES: I + ` " �!� - ",- _ . . ' • A MINIMUM OF 10 SEPARATION I5 REQUIRED BETWEEN DRYWELLS b / ,.-� '• :, =, ,` "� - _. ,f T ,� C) L ITY LINES I • �• ,r °.. g �\ ..lq _ ? �+''', *, ! `' i �;X `' _._._ ;+. pi 1p xx '; #r° ^ . .; : ' , SEPTIC '• '•n'R` 6 '6 Y ,;c ,& �•i 'k'�"� '.} ° y,w+ �jp:.,.. �A' Y.. -+i �k,�. +.. � _ii...°4 ^`fig..'.=P I _.. 'w. v. •$ x d' ; kdd..... �P 'w.',r! -__•_.i r:. P, _ -n,�a y- _ ,:.4P^+,h:nt,f..•`:F� - . COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS, OTHER WATER SERVICE LINE UNDERGROUND UTI m, , ,, _ °+a . k„6 ,;. �,,,�.,,.,�,,,r�� -�• rn .jF ..! i '� . i •+�:1 9.,y ' .s ..,, -, $ awfls - .•`.+r., .>- . .'•„fr",.•" 5r e 'i.f':- I __ i:m6cd O:�eW-1 e,:e DRYWELLS, AND THE EDGE OF ALL FOUNDATION WALLS ''� �y � ,,,, : `� ..- ,ay. ,� �, �"''+'''' � `:�': .�..,,.�,` <;`' � . �`:<r_:•�, h -. I ➢ 1 i �... � F"�. .�f �} �' MI, Q} _. ,.„e. a';.r - m�:, ,.,,lr'ay � �_ v: _v.'•i;'.SY ('�'� • A MINIMUM OF 5 SEPARATION 15 REQUIRED BETWEEN DRYWELLS $ i' • `' : , -, }� ° .;,� 3 -, - i . .,. ; ,., •ter `_-. / PROPERTY LINES €. 1+ * � _ .'"`� v° ,,m - ' , !€ , a _ -.:... K" - -- - =t4 • , . VACANT LOT _ - - - - CONNECT ALL GUTTER LEADERS TO NEAREST DRYWE LL (RECREATION 8 OPEN - • SEE ALSO DETAIL 3-A/301. SPACE / CEMETERY) C EL.-101.73 \ '' �. it �� ' .�'"' r '�"��• +, � " t�,'y ,a ' i' ,a'r* ; . ,: �.... .._,,..>'��,a��.�_::<.��... ..».:�.�sr:''_.._:.>.:G��,;.�"`� .,:., ... _-.__,��Y.�c.-:,�-._ _ ` , fi i, , #• N `..."' � dr- s +. r' .+t "1' F .`��. "'Lf, +�!"•?�r'Z�:xn"`r �`".`''�fl'g9`g'"'..3:r?,�'pp..1' -p 5 .. '. ,,'0,"t ,N1 -sti•_r ,,vi ..' '' rru._.:. 1, :5> :r I II � ,�. i � 'I r' '5':-V; ,�.;.'Ihsli :'�i ,Ja 1,'e., � 'dht rt '+4Yu R' .'�'•, ; V _ 506 28 00 E � �' .wl I ,.. •" i C r• !', k,d •`, ;k>:) ! +'•„+.^'�q d. «t. , �- - y IC T I: '' .w i tit,•' .4 :a roll. ,.� R' ., t, .,4, { '1 .4 „ - U + •k 1 6 I," - , d\ ,,,, "« i* , 3 I .a. ,. wc,i .«w,.vi.M..N w.u„vl u,..... _....,sy,::.r,',,:✓Y,6.,.,.n..,uw.�e+vauL''.;:7:a+'t1.1�.wiudt-e.vwuir�mus,... ....:�.`I..,..wa,,.�;r Jiiti,.ta.:i,rv.:.[a.1,...:YJ..wW.:.,ww.w..w.ss..:l+c++.duu'`.Io.GSu.`u.sr..:.::.xm,:=:t+'st. LOCATION ON 1�IAi= _ m I \ \ 4D SCALE: NTS \ I 0 1 m EXIST. SEPTIC SYSTEM COVER; \ EL.=101.601' m FA(5E <E"�r : SYSTEM TO BE ABANDONED \ J PER SCDH5 STANDARDS \ \ -� I - FIRST AND SEGONID FLOOR RENOVATION , PROJECT LOCATION & SCOPE ND 171 ONE1�) SFAGE SITE PLAN & ZONING DATA \\ FF�O..,JEC,,T 1�)AT A : -OO2 ,QQ GENERAL NOTES / EXISTING I ENERGY TABLE O NEW 5' X 5' PATIO \ 0 Z ON GRADE \GONG. PAD STRUCTURAL DESIGN CHARTS � / . PROPOSED �,-.,--�,--�,--",r--�-.�-..-- PROJECT / ZONING DATA 35 W � / BLUESTONE \ - ' REAR YfIRD S)=TBAG -_- -. - t- w REAR STAIR --- -- - - - - - I AND LANDING \ TAX MAP # l000-7a-o3-57 -��•00 HOEDOWN, ANCHOR BOLT, � EXISTING PAVER PATIO TO BE ` ZONING DISTRICT R-40 NG STRAPPING, & NAILING DETAILS as o / Q Q DEMOLISHED. PROPOSED APPROX. I \ 1 - - FASTENING SCHEDULE z Q / m I 414 S.F. ON GRADE CAMBRIDGE -i LOT AREA 0.33 ACRES 0 p LEDGE5TONE (BLUE5T0N\E COLOR) EXIST. I STORY \ - - " Z PATIO AT GRADE 111E ----- 5UNROOM TO,I BE \ GofO - ONE FAMILY DWELLING Z-20187; OI/23/10168 ®00�•®O FRAMING GRAPHICS V a iZ RECONSTRUCTED; \ - __- BEAM CONNECTION PATTERNS 0 o CONVERSIONTO \ GofO - ONE FAMILY DWELLING Z-34B3. 05/O0i/10160i FIREBLOCKING DETAILS PROP. ' ✓ CONDITIONS I \ _ -- - --__�� --- �ii - 8'mx4' EXIST. BILGO SPACE / \ 6 BEDROOMS - D vq. / PROP. A/C U1 IIT5 ✓ STAIR TO BE 2q O, SUFFOLK COUNTY HD APPROVAL I PENDING Z z SECOND FLOOR REPLACED IN \ (MAX. GAP.) g g UPON GONG. FAD KIND \ SOUTHOLD TOWN CODE 280-4 /� PROPOSED DEMOLITION PLANS LL VACANT LOT / ADDITION OVER ) \-� i I EXISTING EXISTING 00 / I EX15TIN':O FIRST O O - HABITABLE GROSS L FLOOR \ I SPACE AREA z M z 25.6' C - I 00 FIRST FLOOR AREA 847 S.F. 1,475 S.F. I 8��4; / _ -- - I ®� .O It FOUNDATION PLAN o ui W / I � i�.w. c� ? � - / EX15;, . ELECTRIC _ / SECOND FLOOR AREA 674 S.F. 746 S.F. -_- _ METER'(ABOVE I/A I /OWTS BLOWER) AREA TOTALS 1,521 S.F. 2 221 S.F. - EXIST. 15-STORY WD. PR. / DWELLING w/ BASEMENT 8 PROP. I / PROPOSED PROPOSED04 / I 2-STORY ADDITIONS; EXIST. / 1� HABITABLE �I OR055 - 105.01 PROPOSED FIRST FLOOR PLAN w / GARAGE w/ SLAB ON GRADE PROP. 2ND STORY SPACE AREA Q d ADDITION �) Ili / (4 BEDROOMS) }� DWELLING w/ FIRST FLOOR AREA �II! 1,063 S.F. 1,475 S.F. �i PUBLIC WATER -- -- -- _ " - ---_ -- F.F. EL.=23.45' / SECOND FLOOR AREA II 1,04e, S.F. 1,146 S.F. - PROJECT' 0 GARAGE SLAB EL.=21.36' I _ _ A- 10-4.01 PROPOSED SECOND FLOOR PLAN O 0 0 // , AREA TOTALS ��'! 2,111 S.F. 2 621 S.F. PROPOSED ROOF PLAN QUACKENBUSH 7/7X 207 (A)(I) RENOVATION I 50UTHOLD TOWN GODS 280- --- - ---- - - -- -- � - ------ - ' 27.6 LOT 51ZE / AREA IN 14,181.0 S.F. 4,181.0 S.F. ALLOWABLE PRTOPOS D -�® I •® PROPOSED EXTERIOR ELEVATIONS - � / TAL PROPOSED _ _ i I� EXCESS OF 10,000 GFA SANITARY 5Y57EM / EXIST. I STORY _ _ -�_ _ GFA 1505 HIAWATHAS PATH AS PE H.S. REF. n GARAGE j (b) LOTS CONTAINING UP TO-1 3,350 S.F. NO. -23-1332 I 0 / ❑ LJ Ell / 20,000 S.F. MAX. SOUTH0LD, N.Y. 11971 PROP. B-UESTONE / ALLOWABLE S.F. / PLUS - PROPOSED EXTERIOR ELEVATIONS FRONT PORCH-4\'5TEP-^- / - / I 12.596 OF EXCESS LOT 2,100.0 S.F. 522.E S.F. 2,622.6 S.F. 2,621 S.F. ' _ _ _ _ Z _ _ f / AREA OVER IO,000 S.F. ! _ ___� _ _ _ DRAWING TITLE: / 55' TRoNT YARD SETBACK OZ EXISTING DRIVEWAY TO / - _--- - PROJECT LOCATION & SCOPE / Q BE DEMOLISHED AND / LOT COVERAGE O / ASPHALT WALK / - EXIST. 2 NEW DRIVEWAY TO BE To BE / Q _ - - - -- - - T� - T ___ 6JO I .O BUILDING SECTIONS SITE PLAN & ZONING DATA (L CONSTRUCTED 50UTHOLD TOWN GODS 280-124 DEMOLISHED / I DESIGN DETAILS \ AND SEEDED DESCRIPTION (FOOTPRINT) AREA 90 LOT in COVERAGE / ( 1. ) % TOTAL LOT AREA 14,180.S0i S.F. ` \ / Iz � -� �� _-_ - - A-401 •Q DESIGN DETAILS PAGE: I MODIFIED DWELLING 1,475 S.F. 10.4% PROP. Soo w \ GAL. BURIED / I PROPOSED REAR STOOP 48 S.F. 0.396 \ / PROPANE TANK ■ O y L TEST HOL - / i PROPOSED FRONT PORCH 0i7 S.F. 0.7% m -� cj- O I •O PROPOSED STRUCTURAL PLANS o \ \ / 1 V I, m TOTAL AREA OF ALL STRUCTURES 1,620 S.F. 11.4% z I Q , - DATE: 10/1/24 1 OF 16 / I MAXIMUM LOT COVERAGE ALLOWED: 2096 EL.=101.50 560.00, / --- . . / \ w i / ZONING REGULATIONS MAIN BUILDING PROPOSED STRUCTURAL PLANS J �-- - - -- - I' 105.041' EL.=18.8 ' SOUTHOLD TOWN GODS 280-124 v ' EXIST. UTILITY POLE N08 47 00"W $ OVERHEAD ELECTRICAL WIRES / EXIST. EXIST. PROPOSED COMPLIES wA ST. PROPOSED STRUCTURAL PLANS METER _ N, MIN. FRONT YARD 35.0' 46.5' 44.3' YES --- ---- 10.01:j 25.6 - - 25.6-=-��- - YES MIN. SIDE YARD /k7 I EDGE OF PAVEMENT - -- -- ------- - - -- - - 1 L; ill MIN. COMBINED 25.01 55.2' 53,2' �YE5 O I .00 PLUMBING RISER DIAGRAMS .-.^.. ^ SID YARDS ] H I ?� � � T H A S P � TH E 5 I 'rL.�°tN MIN. REAR YARD 35.0' 401.7' 401.7' YES I GAS RISER DIAGRAM SCALE: 1" = 10'-0" l MAXIMUM HEIGHT 35.0' 20.3' 26.0' YES GENERAL 5'%rM50L f<E""-r : _ EXISTING TO BE DEMOLISHED , WOOD FRAME (L.O. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) Q LLI NEW WOOD FRAME (L.O. NEW FOUNDATION WALL J W cu 5TL. WHEN APPLICABLE) J C7 NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL Q� c u') POST FOR 4 WALLS b7 WOOD FRAME (L.G. 5TL. � WHEN APPLICABLE) (MIN. (2) 2"x(o" STRUCTURAL O P05T FOR 6" WALL5), U.O.N. — I }; NEW 2-HR FIRE RATED /A \ .L WOOD FRAME (L.O. STL. / �� WHEN APPLICABLE) \ \\ 0 O N Z O �\\ ._ Locz i s X N 0 O 0 4-J 1 .c p m r- EXI5TINO 5UNROOM TO BE RECONSTRUCTED. -J z (V O � DEMOLISH EXISTING EXTERIOR WD. FR. Q 0 O WALL5 4 ROOF STRUCTURE. EXIST. FLOOR 5Y5TEM 4 FOUNDATION TO REMAIN. W EXIST. WINDOW GUT FDN WALL DOWN EXIST. TO BE TO AGCOMODATE SUNROOM REPLACED FOR THE PROPOSED EOIZE55 WINDOW EXIST. GONG. SLAB I I -_--- --- - � ----- U - II �� L J \ w�®II Ir ( �� I I s II II L-----J II li I �- J \ IL � i 11 \\ // I L----1 EXIST. UP F �\ �I --- ---------- II 1 (1) RI ® t , E' m EXISTING PLUMBING I EXIST. SLOP SINK TO I i l EXIST. I ��l II t T W BE REMOVED _u BATHROO FIXTURES TO BE I I II REMOVED. BATHROOM1 it �� LIST TO BE DEMO. i I `�! �r� ice. WINDOW \\ -------- I 1 //i��\ III TO BE \\ /i -----J EXIST. 1t1 1�11 --- uu�� II L---J REP_ACED \�� EXISTIN FLUE TO BE-\DEMOLISHED BEDROOM \�' /c�\ a I� EXIST,IST. KITCHEN EXIST. OIL-FIRED HOT WATER �\ i� _ ----- ALL EXISTING CABINETS, I HEATER TO BE REMOVED I I iX� I �� \ i,� PLUMBING FIXTURES S 7 APPLIANCES TO BE REMOVED F * n 1 EXIST. FURNACE TO BE \ i'' \\ N N® V/ REMOVED �� ,'� 1 lu Q EXIST. EXIST. \ i, \,EXIST. G� I \ /� DEMOLITION NOTE: __� L�--_� J PROVIDE SHORING AND SUPPORT TO ALL AFFECTED GONG. SLAB --------- STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT OF ANY DEMOLITION OR CONSTRUCTION. EXIST. ELEGTRIGAL PANEL GARAGE TO REMAIN DEMOLITION NOTE: EXISTING IST FLOOR STRUCTURE TO REMAIN. EXISTING 15T FLOOR FLOOR JOISTS TO REMAIN. III - EXISTING 15T FLOOR EXTERIOR WALLS TO REMAIN. Z N � II I III EXIST. WINDOW - XISTING WINDOWS TO BE REMOVED. O Z III TO BE EX15TINO ELECTRIC Q N F-------------- METER TO BE REPLACED _= ------- I REPLACED Q EXIST. LIVING J EXISTING WATER �� I - ~^ EXIST. OIL I EXIST. _ OM U w it SOFTENER TANK d N N ++ ROOM IRRIGATION SYSTEM x ® I TANK TO BE I BEDROOM N m X ® N TO BE REMOVED w ``- REMOVED w °a Q L------------- I Fcx - I EXIST. `i� �,'\ - O =O Z ---- _O GARAGE DOOR TO BE N N REPLACED m ------------------ Z Z ------------------ 55 as FROFCSF_D FOUND,�T I ON DEMOLITION FLAN FROFCSED F I R5T FLOOR D�MOL I T I ON FLAN � j 00 U. wZ SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" w 0 0 0 PE'o U Km 1 � nr l�) jI\\\ / I ~ Q L-i) EXIST. III r----J BATHROOMII PROJECT: I )DEMOLITION NOTE: I I j j I EXIST. /%�\\ j I�/----\� - EXISTING 2ND FLOOR F.J. TO REMAIN. I EXIST. I - ALL EXISTING WINDOWS TO BE REMOVED. QUACKENBUSH I I EXIST.I BEDROOM II 11 11 I I i t EXI5TIN& FLUE TO BE GL. I T. DEMOLISHED- / �\ EXIST.I , � , RENOVATION 1 � <\ rs . �i.� �r '> I ---� -� '<\` L ' 1505 HIAWATHAS PATH SOUTHOLD, N.Y. 11971 EXIST. II BEDROOM -'� DRAWING TITLE: `�\\\ EXIST. EXIST. \` GL. � �� PROPOSED DEMOLITION PLANS j P_ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i t i t PAGE: I I j l I I ,'� \ � I L------------ L -- L --- ------------------------ EXIST. I UNFINISHED i� EXIST. A-:10 :imO j SPACE i� �� UNF I NI5HED SPACE L------------ IL______________ J DATE: 10/1/24 5 OF 16 i I I I I I I I L----� 4------i F. Tnd FROFOSED SECOND FLOOR DEMOLITION PLAN r SCALE: 1/4" = I'-O" r« ¢' FOUNDATION PLAN NOTES NEW PARTIAL HEIGHT EGRESS WINDOW WELL: NEW MECH. AREA: a _ EXISTING TO BE DEMOLISHED WOOD FRAME (L.O. STL. O PROVIDE NEW EGRESS WINDOW WELL t COVER BY O 1. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. SPEG.'s Q WHEN APPLICABLE) "ROGKWELL;ROCKWELL SERIES" 66"W. X 60"H. OR 2.MAINTAIN 30"x30" CLEARANCE IN FRONT OF MECHANICAL C) EXISTING TO REMAIN EQUIVALENT. INSTALL AS PER MAN. SPECS. UNITS AS PER NY5 MG 306.1 LLJ 3.MAINTAIN ALL APPLICABLE VENTING CLEARANCES NEW FOUNDATION WALL � W NEW WOOD FRAME (L.O. REQUIRED PER NYS MG b04. J Co STL. WHEN APPLICABLE) O WINDOW NOTE: 4.IF APPLICABLE,DISCONNECT,REROUTE, 4 RECONNECT ('7 I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN EQUIPMENT TO EXIST. PIPING AS REO.'D. Q N CASEMENT, DOUBLEHUNO, OR CLIDINO (AS NOTED); NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL INSTALL AS PER MANU. SPEC.'S. FOR � V) TYPICAL MEGHANIGAL AREA NOTES: P05T FOR 4" WALLS SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS WOOD FRAME (L.G. STL. I. FOR WD. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY WHEN APPLICABLE) (MIN. (2) Zxb" STRUCTURAL AND DOORS" ON PAGE 0-002 IF CASEMENT "DUROCK" (OR EQUAL) 0 O WINDOWS - ALL CSMNT WNDWS SHALL HAVE - � POST FOR 6" WALL5), U.O.N. STRAIGHT ARM HINGE WHEN 2. FOR WC. FR. WALLS - PROVIDE (1) LAYER OF 5/b" �- NEW 2-HR FIRE RATED 2.IF DOUBLE HUNG - ALL DEL. HUNG WNDWS TO BE TYPE X' GYP. ED. UL U305 (OMIT ON GONG. WALLS) L, WOOD FRAME (L.O. STL. TILT WA5H 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. 0 � (\J z O WHEN APPLICABLE) 3.ALL 6LAZIN5 WITHIN 16" OF FF TO BE TEMP. &L. SPEC.'s AND AS PER NYS MECH. AND FUEL OAS CODE it '� Lo Y 4.SEE PAGE 0-005 FOR FRAMING ELEMENTS AROUND 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT WINDOWS (TYP. FOR ALL) U.O.N. IT CONFORMS TO NY5 MECH. AND FUEL GAS GORE x N 5. COMB. AIR VOLUME A5 PER MANU. SPEG.'s - PROVIDE EGRESS NOTE: FRESH AIR INTAKE FROM EXTERIOR 0 0 m CO 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL IN COMPLIANCE WITH NEW PORK STATE BUILDING EMER6ENGY SHUT OFF 5WITGH a-J N a--+ � CODE, SECTION BE FO.1;THE FOLLOWING MEANS OF -I. FOR GAS SERVICE, PROVIDE OAS SHUT OFF 5WITGH Q 0 a O cz EGRESS SHALL BE FOLLOWED: r-- b. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER NET CLEAR OPENINO........... 51 S.F. CLEARANCES AS PER CODE NET CLEAR HEIGHT............... 24" MINIMUM q. PROVIDE 3" FLOOR DRAIN IF REOV BY EQUIPMENT 4 NET CLEAR WIDTH................. 20" MINIMUM CONNECT TO SANITARY SYSTEM AS PER NY5 FLUMBINO CODE ^ ` TYPICAL BATHROOM NOTE: IO.APPLIANGE5 JOINED THROUGH A COMMON NATURAL (W' ) O I. WALL BOARD DRAFT VENTING SYSTEM SHALL COMPLY WITH ALL I.I. INSTALL M015TURE RESISTANT GYPSUM BOARD IN SECTIONS OF 2020 NY5 RG 62421. ALL BATHROOMS HYDRONIG AIR HANDLER: 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND I. PROVIDE (2) NEW HYDRONIC AIR HANDLER(S) BY "R IO HEEM" TUB SURROUNDS OR APPROVED EQUAL;(1) LOCATED IN BASEMENT d (1) 2.2.1. NEW TILE FINISH (H.O. TO SELECT) UPON 5HOWER FLOORS LOCATED IN ATTIC. 2.2. CONCRETE MUD-5ET(SLOPE 1/45" PER FOOT 2.PROVIDE AIR DISTRIBUTION TO HABITABLE SPACES TOWARDS DRAIN) UPON THROUGH WALLS OR CEILING. U 3.INSTALLER TO PROVIDE BLOCKING, PIPING, AND 2.5. WATER PROOF MEMBRANE TO COVER SHOWER � m ELECTRICAL AS REQUIRED FOR MOUNTAIN d tV FLOOR, WRAP DRAIN 8 ATLEA5T 16" UP WALLS Q INSTALLATION � M 4.HANDLER SIZING (TONNAGE) SHALL BE SELECTED PER fL.iLJI NEW TILE FLOOR: REQUIREMENTS OF A/G d HEATING SYSTEM (SEE FINISHOR ZONE VES16NATION). 2.ONE LAYERTH N F SET (LEVELED PROPERLY) UPON 5. PROVIDE HOT WATER COIL AND CONNECT NEW HOT • r �j O 3.NEW DUROGK GEMENTBOARD (OR EQUAL) UPON WATER/BOILER COMBO TO NEW COIL. y N 4 EX151. LAUNDRY AREA: F-y 4. 5GREW PERIMETER OF H A H N6 6T O.GLEE12" O.C. 11 r , u� PROVIDE NEW I. EXIST. WASH /DRY HOOK UPS. v INTERIOR. 2.RELOCATE DRYER VENT AS REQ.'D PER NEW HOPPER 0 z DOOR NOTE: EGRESS WINDOW WELL. WINDOW EXIST. BILGO Q I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT • PROPOSED CLAY F- F- ENTRANCE 5 DRYER EXHAUST NOTE: Q ON PLANS BY 'JELD-WEN' (OR EQUAL). DELIGHT GRAY �� I I. DUCT SHALL TERMINATE TO EXTERIOR -i 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY I6"x32" MATTE F W �, ON PLANS BY 'THERMATRU' (OR EQUAL). OPENINGS, AS PER NYS RC MI502.3 PORCELAIN TILE z 3. NOTE DOES NOT INDICATE EACH NEW DOOR FLOOR 13 U1 H 2 5. DUCT SIZE AS PER MANU. j 7 w EXIST. GONG. SLAB PROPOSED;SEE DESIONATION5 d DOOR SCHEDULE. 4.DUCT SHALL BE EQUIPPED H/A BAGKDRAFT DAMPER Q \ Q N 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN WALLS, U.O.N. CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO 5. INSTALL AS PER MANU 5PEG.'s CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 6.PROVIDE (2) 2"xIO" HDR., U.O.N. SHALL BE LIMITED TO SINGLE LENOTHS NOT TO �3'I '1. SEE PAGE 6-003 FOR ALL OTHER FRAMING EXCEED a FEET AND SHALL BE LISTED AND LABELED N -MODIFIED 23'-4" ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. IN ACCORDANCE WITH UL 21595A. N BATHROOM #1 � Qr 0 6•EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID 4542.1 = 001SMOKE DETECTOR / GO DETECTOR NOTES: METAL H/ SMOOTH INTERIOR SURFACES WITH JOINTS w O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST ALL P�.UMBIN6 FIXTURES SMOKE /CARBON MONOXIDE COMBINATION DETECTOR DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL ,I TO BE REMOVED AND HARD WIRED TO EACH OTHER H/BATTERY BACKUP. 5CREW5 REPLP.GED. BATHROOM 2.INTERCONNECTION BETWEEN NEW 3 EXISTING DEVICES '1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER -- 3 2 6 TO $E REFINISHED SHALL NOT BE REQUIRED WHERE EXISTING ALARMS LOCATION TO THE WALL OR ROOF TERMINATION. THE ARE NOT INTERCONNECTED, AS PER NYS R514.4. MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 410° A PER GENERAL ELECTRICAL NOTES ON PACE 6-002. BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES p Z PROVIDE NEW Q rTpl&ll 4.SMOKE /GO DETECTORS TO MAINTAIN VMIN. NOT INCLUDE THE TRANSITION DUCT. OHOPPER 002HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS j N WINDOW -- - - PROPOSED �� d OPENINGS TO BATHROOMS H/SHOWER OR TUB. NEW EXHAUST FAN SHALL BE INSTALLED WHERE W I SUMP PUMP 5. INSTALL ALL AS PER MANU. SPEG.'s w ABOVE 12 VENTILATION IS NOT MET BY MEANS OF NATURAL 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR CIRCULATION THROUGH WINDOWS OR DOORS TO W W 1 OUTDOOR SPACES AS PER NYS MECH. CODE SECTION a � IN COMPLIANCE WITH LOCAL GODS a 5M/CO 405.5.2.5; INSTALL AS PER MANU. SPECS w Q _ _ COMBINATION BOILER W O O O O _ - - - - -O_ _ _ _ _ OO NEW NAVIEN N05-240/II0H CONDENSING PROPANE NEW PLUMBING FIXTURES: p - WALL-HUNG COMBINATION BOILER (OR APPROVED EQUAL). 13 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. Z Q cV PROVIDE TRANSFER I. DIRECT VENT THROUGH WALL SEE ALSO PLUMBING GENERAL NOTES ON PAGE 0-002. O = SWITCH FOR 2. F.A.I. THROUGH WALL w p PORTABLE 3. INSTALL PER MANU. SPEC.'S 14 INDIRECT HOT WATER STORAGE TANK vj Q GENERATOR NEW b0 GAL. (MIN. SIZE;CONFIRM H/H.O.) INDIRECT HOT Z Z PROVIDE NEW EXIST. GONG. SLAB BURIED PROPANE TANK: HOPPER EXIST. ELECTRICAL O8 I. PROVIDE NEW 500 GALLON BURIED PROPANE TANK WATER STORAGE TANK. INSTALL PER MANU SPEC.'S � N WINDOW PANEL 2.INSTALL AS PER MAU. SPEC.'S FLOOR DRAIN: 3.INSTALL MIN. 10 FROM DWELLING, SANITARY SYSTEM, # 15 BURIED UTILITY LINES;20' FROM DRYWELL5 NEW 5" GUARDED FLOOR DRAIN H/3" TRAP Ex z Z Z 4.REFER TO SITE PLAN FOR INSTALLATION LOCATION. gg a I-I I-I NIGH EFFICIENCY LAMPS: U- A-501 1 A-501 NOT LE55 THAN CIO% OF THE NEW PERMANENTLY INSTALLED O 00 L16HTIN0 FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY j LAMPS, AS PER 2020 NY5 EGG R404.1;DOES NOT APPLY IN- U- j ^- TO EXISTING FIXTURES w 00 I �i I dJ F_�NTRY POINT g Z \ / i 1-5 I I -�++ F PROPOSED g w N N cv PROPANE LINE HOT WATER PIPING INSULATION: O P MECHANICAL SYSTEM PIPING AND HOT WATER PIPING 0 ? w SHALL BE INSULATED TO AN R-VALUE OF NOT LESS THAN R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NYS ECC 34-8 R403.4 4 R403.5: w ei \ ( I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING N FLUIDS >105°F OR <55°F (R403.4) d) 2. PIPING J" AND LARGER IN NOMINAL DIAMETER Q 3. PIPING SERVING MORE THAN (I) DWELLING UNIT p � I 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD PROJECT: 6. PIPING LOCATED UNDER A FLOOR SLAB i m 7. BURIED PIPING 6. SUPPLY d RETURN PIPING IN RECIRCULATION SYSTEMS OTHER THAN DEMAND RECIRCULATION SYSTEMS. QUACKENBUSH RENOVATION 1505 HIAWATHAS PATH SOUTHOLD, N.Y. 11971 DRAWING TITLE: I PROPOSED FOUNDATION PLAN o_ I z PAGE: A A 0 oq,, 0 1 �l I DATE: 10/1/24 6 OF 16 a I ',1 1 �./ , is •f- Ef•� PROP05E 7 FOUNDATION PLAN SCALE: 1/4" = P-O" ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. 5PEC.'s. SEE PAGE "0-005" FOR NAILING 4 STRAPPING DETAILS. � � I � ��/ �� . FLOOR PLAN NOTE y 5 �* SEE DOOR SCHEDULE FOR ALL OLA55 DOORS FROM SAME MANUFACTURER I * FINAL DIMEN5IONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER DOOR NOTE: �* CONTRACTOR TO VERIFY DIMENSIONS PROVIDED BY MANUFACTURER FOR ALL MULLED WINDOWS _ I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT NEW LAUNDRY ROOM: OI O I. NEW WASH / DRY HOOK UP � NEW PARTIAL HEIGHT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s WINDOW CHART - EXISTING TO BE DEMOLISHED Q 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT WOOD FRAME (L.G. STL. w/ 51ZE OF EQUIP. EXISTING TO REMAIN WHEN APPLICABLE) ON PLANS BY 'THERMATRU' (OR EQUAL). F LLJ 3.NOTE DOES NOT INDICATE EACH NEW DOOR 3. PROVIDE HOOK UPS AS REQ'S PER MANU. EGRESS CLEAR � NEW WOOD FRAME (L.G. � NEW FOUNDATION WALL � J C6 PROPOSED;SEE DESIONATION5 4 DOOR SCHEDULE. DRYER EXHAUST NOTE: QUANTITY ROUGH OPENING WINDOW DIMENSION OPENING; LIGHT VENT 5TL. WHEN APPLICABLE) (cu 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR I. DUCT SHALL TERMINATE TO EXTERIOR PROV PROV WALLS, U.O.N. 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY TAG TYPE OF MODEL # WIDTH REQ'D: 20" TEMP. PER PER 5. INSTALL A5 PER MANU 5PEG.'s OPENINGS WINDOWS HEIGHT REQ'D: 24" ' LO - 6.PROVIDE (2) 2"xIO" HDR.,U.O.N. 3. DUCT SIZE AS PER MANU. OPEN REQ'D: 5.1 S.F. UNIT UNIT NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL O 1. SEE PAGE G-003 FOR ALL OTHER FRAMING 4.DUCT SHALL BE EQUIPPED w/ A BACKDRAFT DAMPER WOOD FRAME (L.G. 5TL. ELEMENTS AROUND DOOR5 (TYP. FOR ALL) U.O.N. 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN WIDTH HEIGHT - WIDTH HEIGHT POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O � � � CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO P057 FOR b" WALLS), U.O.N. - SMOKE DETECTOR / GO DETECTOR NOTES: CONNECT THE DRYER To THE EXHAUST DUCT SYSTEM ANDERSEN „ NEW 2-HR FIRE RATED � + A 4 GX24 5-3 4'-0 5-2 4-O -7.1 16.3 15.4 O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO CASEMENT r�" WOOD FRAME (L.G. 5TL. L 0 SMOKE /CARBON MONOXIDE COMBINATION DETECTOR EXCEED a FEET AND SHALL BE LISTED AND LABELED O � (U� i WHEN APPLICABLE) d • Z HARD WIRED TO EACH OTHER w/ BATT IN ACCORDANCE WITH UL 2158A. ANDERSEN ERY BACKUP. „ „ „ r- 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES b.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID B CASEMENT GX15 2-8 5'-0 2--i 4-I I q.8 10.4 q.8 U METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS ----- - - C X N SHALL NOT BE REQUIRED WHERE EXISTING ALARMS ANDERSEN O +� I ARE NOT INTERCONNECTED,AS PER NY5 R314.4. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST G 6 GX14 2'-a" 4'-O 2'-"1 �" 4'-O" 7.'1 5.I -1.-1 HIGH EFFICIENCY LAMPS: O 0 0 ._ C9 3.PROVIDE SMOKE/Co DETECTORS AS INDICATED, AND DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL CASEMENT __ NOT LE55 THAN 410% OF THE NEW PERMANENTLY INSTALLED � O z PER GENERAL ELECTRICAL NOTES ON PAGE G-002. �1�S ANDERSEN „ LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY 4-J (\J '~' In '7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER D 3 GXI45 E2 8 4 5 :2'--7 4 4 a.6 q a.b LAMPS, AS PER 2020 NY5 EGG R404.I;DOES NOT APPLY CB 4.SMOKE /CO DETECTORS To MAINTAIN 3 MIN. CASEMENT cc HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DUCTS LOCATION TO THE WALL OR ROOF TERMINATION. THE - TO EXISTING FIXTURES Q 4 OPENINC75 TO BATHROOMS w/SHOWER OR TUB. MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 ANDERSEN 5. INSTALL ALL A5 PER MANU. 5PEC.'s FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 110° - WINDOWS BEND THE MAX. LENGTH OF THE EXHAUST DUCT DOES E HOT WATER PIPING INSULATION: . b.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR El + E2 TO . MECHANICAL SYSTEM PIPING AND HOT WATER PIPING IN COMPLIANCE WITH LOCAL COD NOT INCLUDE THE TRANSITION DUCT. BE MULLED SHALL BE INSULATED TO AN R-VALUE OF NOT LE55 THAN ^ , WINDOW NOTE: NEW FLOOR: w R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NYS EGG O I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN O 1. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); R403.4 4 R403.5: CASEMENT, DOUBLE-HUNG, OR GLIDING (AS NOTED). SCREW PERIMETER OF 5HEATHIN6 b" O.G. 4 12" O.G. ® ANDERSEN INSTALL AS PER MANU. SPEC.'S. INTERIOR. El CASEMENT 2 CX145 4'-5 " 4'-4 5.6 q a.b I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; 2.NEW FINISHED FLOOR PER H.O. SELECTION FLUIDS >l05°F OR <55°F (R403.4) SEE DE516NATIONS 4 WINDOW SCHEDULE. 2. PIPING J" AND LARGER IN NOMINAL DIAMETER 3. FOR 5USSTITUTION5, SEE NOTE #q IN "GLASS WINDOWS NEW TILE FLOOR: 3. PIPING SERVING MORE THAN (1) DWELLING UNIT �J AND DOORS" ON PACE 6-002. O I. NEW TILE FINISH (H.O. TO SELECT) UPON 4. PIPING LOCATED OUT5IDE CONDITIONED SPACE 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON ANDERSEN 5. PIPING FROM WATER HEATER TO A DISTRIBUTION r 1 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH E2 PICTURE I P5045 4'-5 4'-4 Ib.4 MANIFOLD V b.IN GENERAL,TEMP. OL. SHALL BE PROVIDED: 3.NEW " DUROGK GEMENTBOARD (OR EQUAL) UPON 6.1. FOR ALL SKYLI6HT5 4 OPERABLE PANELS OF 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); 6. PIPING LOCATED UNDER A FLOOR SLAB 7. BURIED PIPING W( � SWINGING, SLIDING, 4 BIFOLD DOORS SCREW PERIMETER OF 5HEATHIN6 b" O.G. 4 12" O.G. ® 6.2. WITHIN la" OF F.F. INTERIOR. ANDERSEN b. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS 4 1 CASEMENT 3 (MIDDLE OTHER THAN DEMAND RECIRCULATION SYSTEMS. _j 6.3. WITHIN 24" OF A DOOR O NEW 4"x3" ALUM. DOWNSPOUT (TYP.) F - WINDOW5 WINDOW TO BE CX15 3'-0 2'-11 5.5 5A 5.5 6.4. WITHIN STAIRWAYS 4 WITHIN 36 OF A LANDING F TO BE STATIONARY) 6.5. WITHIN TUB/SHOWER ENCLOSURES 6.6. SEE AL50 GENERAL NOTES ON PACE 6-002 MULLED 7. SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND 10 GUTTER HIGH POINT (TYP.) „ r WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM G ANDERSEN 3 GX245 5-3 � 5-2 i„ 4-4 E„ 5.6 Ib.l 17 1.1 `./ (2) 2"xIO" HEADER U.O.N. II NEW CLOSED 5LUF-57ONE P. GONG. STAIR $ PATIO CASEMENT 8.W NY5 R312.2 FOP, FALL PROTECTION SHALL BE PROVIDED PER f H ANDERSEN 4 GXI35 - 2'-b" ---- - -3_5 „ - 2'-'1 „ 3_4 " 6.4 6.8IF 6.4 R OPERABLE WINDOWS WITH SILL HE16HT5 A/C CONDENSERS: u CASEMENT _ LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN -12" I. PROVIDE (2) NEW 2.5-TON A/C CONDENSERS BY ABOVE 6RADE OR THE ADJACENT SURFACE AT THE 12 "RHEEM" OR APPROVED EQUAL. ANDERSEN 4 0155 :2'-0 „ 3,_5 „ 2,_ 0 3,_4 „ 4.6 [� 4A 4.6 BUILDING EXTERIOR. 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH CASEMENT -IFINZONE (SEE THERMOSTAT FOR ZONE DEVISNATION). ANDERSEN 5.INSTALL AS PER MANUFACTURER SPECS. J I GXW23 6'-O �" 3'-O 5'-II 2'-II 6.5 13.6 13tr& EGRESS NOTE: SURFACE (GONG. PAD OR OTHER) w/ WEIGHT RATING ( �� GASEMSNT- COMPLIANCE WITH NEW PORK STATE $UILDING 4.INSTALL UPON LEVEL GROUND 4 PROVIDE GROUND � ANDERSEN IL r CODE, SECTION R31o.2.1;THE FOLLOWING MEANS OF 3 (MULLED AR281 '1'-II I'-5 -1'-10 I'-5" 3 1.2 EORE55 SHALL BE FOLLOWED: SUFFICIENT TO ACCOMMODATE GROSS WEIGHT OF AWNING CONDENSER. NET CLEAR OFENINO........... 5.1 S.F. 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY OAS NET CLEAR HE16HT............... 24" MINIMUM APPLIANCE, AND AT LEAST V FROM WINDOWS/DOORS NET CLEAR WIDTH................. 20" MINIMUM WHENEVER POSSIBLE. OTYPICAL BATHROOM NOTE: HYDRONIG AIR HANDLER: I. WALL BOARD 13 I. PROVIDE (2) NEW HYDRONIG AIR HANDLER(S) BY "RHEEM" 11 NATURAL LIGHT VENTILATION I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN ALL BATHROOMS OR APPROVED EQUAL;(1) LOCATED IN BASEMENT 4 (1) (HABITABLE 5PAGE)1.2. INSTALL CONCRETE BOARD IN ALL 5HOWER5 AND LOCATED IN ATTIC. 2.PROVIDE AIR DISTRIBUTION TO HABITABLE SPACES TUB SURROUNDS THROUGH WALLS CEILING. FLOOR AREA 210 S.F. 2. SHOWER FLOORS 3.INSTALLER TO PROVIDE BLOCKING PIPING, AND PROPOSED BLUESTONE 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON z S.F. REQ. S.F. PR�oV. Z N ELECTRICAL AS REQUIRED FOR MOUNTAIN 4 COVERED PORCH AND STEP 2.2. CONCRETE MUD-SET (SLOPE I/b" PER FOOT Q - O Z INSTALLATION OC� �= O TOWARDS DRAIN) UPON X +i L16HTIN6;MIN. 5% 2.3. WATER PROOF MEMBRANE TO COVER SHOWER 4.HANDLER SIZING (TONNAGE) SHALL BE SELECTED PER E OF FLOOR AREA 16.8 S.F. lOq.3 S.F. j N FLOOR, WRAP DRAIN 4 ATLEAST Ia" UP WALLS REQUIREMENTS OF A/C 4 HEATING SYSTEM (SEE w THERMOSTAT FOR ZONE DESIGNATION). „ VENTILATION;MIN. w it �2' r:2-5"T2l-10y2'T2'- by2 8.4 S.F. 116.3 S.F. NEW ATTIC. ACCESS - PULL DOWN STAIR: 5. PROVIDE HOT WATER COIL AND CONNECT NEW HOT 490 OF FLOOR AREA < w O WATER/BOILER COMBO TO NEW COIL. 103 w Q I. MIN. 350 # CAPACITY � N 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") THERMOSTAT: 3.DBL. FRAMING WHEN NEW OPENING 14 I. PROVIDE THERMOSTAT FOR 2 ZONES: co 4.WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-4q - ZONE I: FIRST FLOOR Z Q INSULATION ABOVE w/WD. FR. (OR EQ.) BAFFLE OR - ZONE 2: SECOND FLOOR EXIST. BILGO DOOR N B 1% cv O 2 RETAINER To PREVENT INSULATION FROM ENTERING 2. H.D. TO SELECT MODEL; INSTALL AS PER 0 TO REMAIN �L U. Z DWELLING WHEN OPENED, AS PER NY5 EGG R402.2.4 MANUF. SPECS 12 THERMAL ENVELOPE OF BUIL(OMIT HHEN ATTIC ACCE55 DOES DINO),NOT PENETRATE ~ Q `6"_ 3 a-O GL6. 2 O O NEW EXHAUST FAN SHALL BE INSTALLED WHERE } 5. INSTALL AS PER MANU. SPEG.'s IS VENTILATION 15 NOT MET BY MEANS OF NATURAL \ - HOHT. i N N CIRCULATION THROUGH WINDOWS OR DOORS TO lyu cV iv Z b.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. AI I r PROPOSED EGRESS O �IYu W11NDOl^t�WELL OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION } > �j vv N I tt) B it 403.3.2.3; INSTALL AS PER MANU. SPECS W y Q w� - N 4 B = Z Z NEW PLUMBING FIXTURES: g I6 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. PROPOSED w SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. DINING O p \ 1 g�_3�� ROOM 0 O IV: OOR SCHEDULE _ -- - - _ -- i J 3 LL 210 S.F. B z z w o0 = ROOM TO BE CONDITIONED. uj E N DOOR MATERIAL 5-0 REF' �. FLOOR To BE RA15ED TO p` O FIRE RATING u ( BE EVEN WITH EXISTING TAG DESCRIPTION MANUFACTURER p l �n NOTES m m LIVING SPACE FLOOR. \\\ '� 0 Q 45. MIN RATED 15 = 4 b G WIDTH HEIGHT < SELF-GL051NG T I6 1 , q-q Ib - - - - MODIFIED - p I ;n PROP. , 104 cv � KITCHEN in -1 1� FIRST FLOOR A _ r LAUNDRY ROOM O 12a s.F. o PROP. � _ 52 S.F._ (V _ 3'. �1' b'-O"-�Y vw-\✓-,✓-�-\,- ---...--,r- � � -- - - _- _ - ------ - - WALK-IN 101 SINGLE SWING ---THERMATRU 3'-O" 6'-b" 1 I 5 - 416a c � ---- _- 105 y lI t' PROP. " I dJ _ iMIGRO. � ) PROJECT: f 102 i GARAGE DOOR THERMATRU IEq'-O" 6-b" .�� _ MASTER I_b m - 103 51NOLE SLIDER ANDERSEN �) / T BATHROOM 14 I� ? ® . ® ` =N L 6'-0" 6'-a" 5'-0" t v QUACKENBUSH s S.F. Q z l ) 104 DOUBLE POCKET JELD-WEN 4'-0" 6'-b" • Ir lI __T2 PANEL 2,_ SM/G 2 m ( m ) u; m RENOVATION 106 r - - - - - - � m 105 SINGLE SWING JELD-WEN IE 2'-6" 6'-b" �f • I� Q 2 PANEL - 109 5 - lob 11O PROP. 15" DEEP X 4'-0"- ` � ,;�..�..�.-�„�� , �� 6�2 � �._.-• - .^`.�� WIDE, TALL STANDING 1505 H IAWATHAS PATH 106 SINGLE SWING JELD-WEN IE2'-6" 6'-a" } • �� 2 IF `�2 b'-0" GL6. CABINET TO MATCH �J I�J ACCENT WALL TO BE HCHT. KITCHEN FINISHES 107 SINGLE SWING JELD-WEN 2'-6" 6'-a" • 2 PANEL EXISTING ELECTRIC VERTICAL SHIP LAP IE �� G PAINTED SAGE GREEN I 2 SOUTHOLD, N.Y. 11971 METER TO REMAIN; (COLOR AND FINISH TO 41 EXIST. EXTEND MAST TO BE FINALIZED) IOa SINGLE 5WING JELD-WEN E2'-4" 6'-8" • 2 PANEL OVERHEAD WIRES 5M/CO 1 GARAGE ( �L AS REQ.'D G DRAWING TITLE: 11: == 4 loci F51NOLE SWING JELD-WEN 2'-4" 6'-a" 2 PANEL I_I HGHT. I_I PROPOSED FIRST FLOOR PLAN 110 51NOLE SWING JELD-WEN 2'-61, 6'-a" I • I 2 PANEL A-3ol MODIFIED j A-501 LIVING ROOM ILL* ; PROP. MASTER III -IF SINGLE SWING JELD-WEN 2-4 6-8 u 2 PANEL - 251 s.F. m BEDROOM #I a ( SECOND FLOOR lab S.F. a 4l -2'-4" X m® PRo�/IDE " THICK (MIN.) 6YP. „ r 1 w BOARD AT GARAGE WALLS 4 ( PAGE: 201 SINGLE SWING JELD-WEN 2-6 6-8 I • �I 3 CEILING AS PER NYC. R302.6 �l G I EI E2 EI ' ` 202 51NOLE SWING JELD-WEN IF 2'-4" IF 6'-b" 0 I� 7F 2 PANEL _ 3 12'-b" in EX15T. 111 I Aml e GL. G.L. 203 SINGLE SWING JELD-WEN 2'-4" 6'-b" • 2 PANEL iv MIL D 6 - -- -- ----- 101 - -� DATE: 10/1/24 7 OF 16 204 SINGLE SWING JELD-WEN 2-O 6-8 • 2 PANEL 10-�V2 cv 102 - - - 205 SINGLE SWING JELD-WEN 2'-61, 3'-O" • 2 PANEL 20'-5" (ACCESS HATCH) '_ „ NATURAL(HABITABLE SPAGI CATION 206 SINGLE SWING JELD-WEN 2 6 6 a I • �� 2 PANEL ® z 207 DOUBLE SLIDERS JELD-WEN :A--- 4'-O" IF 6'-a" I • IL-ILJ 2 PANEL FLooR AREA Iq8 S.F. L�j - NATURAL LIGHT VENTILATION LIS.F. REQ. S.F. PROV. II 5'-5" ,T (HABITABLE SPACE) 208 _177SINGLE SWING JELD-WEN 2'-6" 6'-a" { • �2 PANEL LIGHTING;MIN. a% FLOOR AREA Sao S.F. - --� OF FLOOR AREA 15.8 S.F. 43.3 S.F. PROPOSED BLUESTONE PROVIDE NEW PERMAGAST ( 20q DOUBLE SLIDERS JELD-WEN 4'-o" 6'-a" 1 • I�II�� 2 PANEL 7,q S.F. 41.1 S.F. COVERED PORCH AND STEP COLUMNS (TYP) S.F. REQ. S.F. PROV. LJ VENTILATION;MIN. / ____1 f 4% OF FLOOR AREA LIGHTING;MIN. by { 210 SINGLE SWING JELD-WEN 2'-O" 6'-a" ! 2 PANEL OF FLOOR AREA 30.4 S.F. 50.0 S.F. ! L� --- VENTILATION;MIN. 15.2 S.F. 50.2 S.F. PROP05ED FIRST FLOOR PLAN OF FLOOR AREA � =5A5EMENT ( 001 SINGLE SWING THERMA-TRU 3'-O" TBD ( • JLLI1 J IOC 5 S.F. HAE3 1 TABLE SP,�GE' 1 4-15 S.F. O ROSS AREA SCALE: I/4" = I'-o" 002 SINGLE SWING JELD-WEN 2'-O" 6'-a" . 2 PANEL f � u 0E ,E AL . HIGH EFFICIENCY LAMPS: I►�`I� NOT LESS THAN a0% OF THE NEW PERMANENTLY INSTALLED NATURAL LIGHT 4 VENTILATION L16HTIN6 FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY (HABITABLE 5PAGE) LAMPS, AS PER 2020 NYS EGG R404.1;DOES NOT APPLY NEW PARTIAL HEIGHT TO EXISTING FIXTURES FLOOR AREA lab S.F. 0- _ EXISTING TO BE DEMOLISHED --1 WOOD FRAME (L.G. STL. Q � �r------��--1I WHEN APPLICABLE) � HOT WATER PIPING INSULATION: S.F. REo. S.F. PROV.� EX1571NG TO REMAIN MECHANICAL SYSTEM PIPING AND HOT WATER PIPING J SHALL BE INSULATED TO AN R-VALUE OF NOT LE55 THAN NATURAL LIGHT 4 VENTILATION � W FOUNDATION WALL LIGHTING;MIN. b% NEW WOOD FRAME (L.G. NE R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NYS EGG ~ tL OF FLOOR AREA I5."( S.F. 35.8 S.F. (HABITABLE 5PAGE) J R403.4 4 R403.5: VENTILATION;MIN. M STL. WHEN APPLICABLE) Q Q p�p , N p •7.8 5.F. 55.6 S.F. FLOOR AREA 14a S.F. Q 4-+ CV I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING iL m 4% OF FLOOR AREA NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL FLUIDS >105°F OR<55°F (R403.4) z O z O (V Q � �c ul P05T FOR 4" WALLS " S.F. REO. S.F. PROV. WOOD FRAME (L.G. STL. 2. PIPING AND LARGER IN NOMINAL DIAMETER WHEN APPLICABLE) (MIN. (2) 2"x&" STRUCTURAL 3. PIPIN6 SERVING MORE THAN (1) DWELLING UNIT 50'-`1�2" LIGHTING;MIN. 8% P05T FOR 6" WALLS), U.O.N. 4. PIPIN6 LOCATED OUTSIDE CONDITIONED SPACE IIA S.F. 2a.a S.F. - -0 � 0 '� ': ,: ,: „ OF FLOOR AREA NEW 2-HR FIRE RATED 5. PIPING FROM WATER HEATER TO A DISTRIBUTION -2 b-I 15- 2 10-"ly.2 "I-a 4-O >: C9 i MANIFOLD VENTILATION;MIN. WOOD FRAME (L.G. STL. b. PIPING LOCATED UNDER A FLOOR SLAB I I 6 3 H 3 H 4% OF FLOOR AREA 6.0 S.F. 28.2 S.F. 0 N z 0 WHEN APPLICABLE) 'I. BURIED PIPING '� Ln 5. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS L) OTHER THAN DEMAND RECIRCULATION SYSTEMS. X 0 CV 0 0 0 � FLOOR PLAN NOTES in o I5 4-J C\j0 m � LO DOOR NOTE: PROP. in f�IFIED. _ 0 0 NEW LAUNDRY ROOM: WALK-I _BATHROOM #4 O a Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O6 1. NEW WA5H /DRY HOOK UP GL. _ - O R 20a ON PLANS BY 'JELD-WEN' (OR EQUAL). , 7 � PROPOSED 2.COORDINATE LAUND. ROOM 4 DOOR DIM,s 54 S.F. � 13 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT w/SIZE OF EQUIP. A r 4 b 2'�" r � BEDROOM #3 ON PLANS BY 'THERMATRU' (OR EQUAL). - 15 16 15 S.F. 14a S.F. p, 3.PROVIDE HOOK UPS AS REO S PER MANU. dJ 14 RO i ^ ` 3.NOTE DOES NOT INDICATE EACH NEW DOOR ! (`+I/) PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. DRYER EXHAUST NOTE: O PROP. - 3D) I IN H&HT. 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR I. DUCT SHALL TERMINATE TO EXTERIOR BATHROOM- HALLS,U.O.N. 2.DUCT SHALL TERMINATE MIN. 5'-0" FROM ANY 5. INSTALL AS PER MANU 5PEC.'s OPENINGS 4 S.F. O O PROPOSED 2 6.PROVIDE (2) 2"xl0" HDR.,U.O.N. 3.DUCT SIZE AS PER MANU. = 210 _ 2 FAMILY ROOM "I. SEE PAGE 6-003 FOR ALL OTHER FRAMING 4.DUCT SHALL BE EQUIPPED w/ A BACKDRAFT DAMPER 16 71 lab S.F. 208 • ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 5.TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN i - 4'-8" - / 0 5M/GO CONSTRUCTION. FLEXIBLE TRANSITION DUGT5 USED TO ¢ Q Q z K k I • T SMOKE DETECTOR / co DETECTOR NOTES: CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM II> -II Q 5M/GO COORDINATE BOTTOM OF 1 O 1. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO 203 2'_p" 202 LJ m EXIST. I4 STORAGE ACCESS HATCH U .- SMOKE /CARBON MONOXIDE COMBINATION DETECTOR EXCEED 8 FEET AND SHALL BE LISTED AND LABELED ON. ROUGH OPENING w/UPSET BEAM BELOW (HATCH 10'-I" =12 HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. IN ACCORDANCE WITH UL 2158A. c1'-II LOCATED BELOW WINDOWS)2.INTERCONNECTION BETWEEN NEW 4 EX15TINO DEVICES 6.EXHAUST DUCTS SHALL BE MIN O.OI6" THK RIGID 201 inMMETAL w/ SMOOTH INTERIOR SURFACES WITH JOINTS GACCENT WALL TO BE204 i 1 1 1SHALL NOT BE REQUIRED WHERE EXISTING ALARMS WHITE HORIZONTAL 1 ryARE NOT INTERCONNECTED, AS PER NYS R314.4. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST i MOD, a 14A G.H. 206 ry DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL :fl SHIP LAP GL ® WALL 2 '1 3.PROVIDE SMOKE/ CO DETECTORS AS INDICATED,AND SCREWS ry 7 S.F. m 20"!PER GENERAL ELECTRICAL NOTES ON PAGE G-002. 7• MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER 2 F 3 F • 4.SMOKE / GO DETECTORS TO MAINTAIN V MIN. _ 2 55 HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS LOCATION TO THE WALL OR ROOF TERMINATION. THE • 5M/CO / , 4 OPENING5 TO BATHROOMS w/SHOWER OR TUB. MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 5M/00 s - P` v S. INSTALL ALL AS PER MANU. SPEG.'s FEET FOR EACH 45° BEND AND 5 FEET FOR EACH a0° 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES T MODIFIED ? 'V-4" 7'-4" PROPOSED 3 IN COMPLIANCE WITH LOCAL CODE NOT INCLUDE THE TRANSITION DUCT. m BEDROOM #2 BEDROOM #4 _ WINDOW NOTE: NEW FLOOR: I-I 22i S.F. 1'75 S.F. N 1-I Q O3 I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN O I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); A-301 V J CASEMENT, DOUBLE-HUNG, OR GLIDING (AS NOTED). A-301 n 1 SCREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. ® � 8'-O" GLG. PROPOSED INSTALL AS PER MANU. 5PEC.'S. INTERIOR. 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; 2,NEW FINISHED FLOOR PER H.O. SELECTION BHT STORAGE 0 Q SEE DE516NATION5 4 WINDOW SCHEDULE. " 5PAGE: =_ 3.FOR SU55TITUTION5, 5EE NOTE #q IN "6LA55 WINDOWS NEW TILE FLOOR- 4-5 (UNCONDITIONED) AND DOORS" ON PAGE &-002. O I. NEW TILE FINISH (H.O. TO SELECT) UPON NATURAL LIGHT VENTILATION 112 S.F. 4.ALL CASEMENT WINDOWS TO HAVE 5TRA16HT ARM HINGE. 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 2.ONE LAYER THIN5ET (LEVELED PROPERLY) UPON (HABITABLE SPACE) t -O C H 14'-6y2" 6.IN 6ENERAL, TEMP. &L. SHALL BE PROVIDED: 3.NEW " DUROGK CEMENTBOARD (OR EQUAL) UPON G H H 6.1. FOR ALL 5KYLIGHT5 4 OPERABLE PANELS OF 4.NEW " PLYWOOD 5UBFLOOR BENEATH (GLUE 4 SCREW); FLOOR AREA 2217 S.F. ' 5WIN&IN6, 5LIDING, 4 BIFOLD DOORS 5CREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. 6.2. WITHIN 18" OF F.F. INTERIOR. 5.F. REQ. S.F. 6.5. WITHIN 24 OF A DOOR Oq NEW 4 x3 ALUM. DOWNSPOUT (TIP.) ry Oy2" K-2'-10" 6.5. WITHIN STAI HOWER ENGLOISURES F A LAN"DIN& LIGHTING,MIN. 5% 18.2 S.F. 52.3 S.F. 14'-Sy2" 15'-Sy2" NATURAL LIGHT & VENTILATION OF FLOOR AREA 6.6. SEE ALSO GENERAL NOTES ON PAGE 6-0O2 _ (HABITABLE 5PAGE) 7. SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND 10 GUTTER HIGH POINT (TYP.) VENTILATION;MIN. 2'-Sy2"� -1'-6" * '7'-6" 2'-Sy2" a.1 S.F. 4a.'7 S.F. WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM 4% OF FLOOR AREA T 20'-5" tV FLOOR AREA I"15 S.F. (2) 2"xlo" HEADER U.C.N. II NEW CLOSED BLUESTONE P. GONG. STAIR 4 PATIO Z z 0 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER m 5.F. REG. S.F. PROV. F= O NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS A/C CONDENSERS: N Q Q N LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN-72" I. PROVIDE (2) NEW 2.5-TON A/C CONDENSERS BY LI&HTIN6;MIN. 8% �u ABOVE GRADE OR THE ADJACENT SURFACE AT THE 12 "RHEEM" OR APPROVED EQUAL. OF FLOOR AREA 14.0 S.F. 2cIA S.F. w BUILDING EXTERIOR. 2:PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH ? C� f''� �It''� I7 }�IIL Cr w ZONE (SEE THERMOSTAT FOR ZONE DESIGNATION). F OI O✓ JJ S GOI �J� J...00I\ PLAN VENTILATION;MIN. 7O S.F. 28.2 S.F.5.F. w < EGRESS NOTE: 3.INSTALL AS PER MANUFACTURER SPECS. 4% OF FLOOR AREA m IN COMPLIANCE WITH NEW YORK STATE BUILDING 4.INSTALL UPON LEVEL GROUND 4 PROVIDE &ROUND dJ p CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF SURFACE (GONG. PAD OR OTHER) w/ WEIGHT RATING 1 Q,-pj S.F. HABITABLE Si�AGE; 1,14C S.F. OROSS AREA 5GALE: 1/4" = I'-O" oz = E5RE55 SHALL BE FOLLOWED: SUFFICIENT TO ACCOMMODATE 6RO55 WEIGHT OF CONDENSER. m NET CLEAR OPENIN6........... 5.1 S.F. 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY &AS "- z NET CLEAR HEIGHT............... 24" MINIMUM APPLIANCE, AND AT LEAST V FROM WINDOWS/DOOR5 a 10 a N Q NET CLEAR WIDTH................. 20" MINIMUM WHENEVER POSSIBLE. O O_ OTYPICAL BATHROOM NOTE: HYDRONIC AIR HANDLER: � V) I. WALL BOARD 13 I. PROVIDE (2) NEW HYDRONIG AIR HANDLER(5) BY "RHEEM" I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN I' !'! Ni ` I!a ! I II, I I Z OR APPROVED EQUAL;(1) LOCATED IN BASEMENT 4 (1) Z ALL BATHROOMS LOCATED IN ATTIC. 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND TUB SURROUNDS 2.PROVIDE AIR DISTRIBUTION TO HABITABLE SPACES 2. SHOWER FLOORS THROUGH WALLS OR CEILING. w 3.INSTALLER TO PROVIDE BLOCKING, PIPIN6, AND I ;x:•I ij '!I I I I 1 11 (II, I I I I I !� I� O O 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON l ELECTRICAL AS REQUIRED FOR MOUNTAIN 4 I II LI I f I{I O O 2.2. CONCRETE MUD-SET(SLOPE I/8" PER FOOT L� !' I L, 1 �!1 ll , �Ij iy INSTALLATION TOWARDS DRAIN) UPON i, I:: I IIII ,I' 4.HANDLER 51ZIN6 (TONNAGE) SHALL BE SELECTED PER �!•;l I r I I V I! f w O O 2.5. WATER PROOF MEMBRANE TO COVER SHOVER I I j '; ' REQUIREMENTS OF A/C 4 HEATING SYSTEM (SEE : { I l li FLOOR, WRAP DRAIN 4 ATLEAST 15" UP WALLS THERMOSTAT FOR ZONE DESIGNATION). 0 k { ,'Il f I(LI I' w -> 5.PROVIDE HOT WATER COIL AND CONNECT NEW HOT m it I'I' �; I(ry I 'f' I �! O w ONEW ATTIC AGGE55 - PULL DOWN STAIR: (V ' !° .� it ? WATER/BOILER COMBO TO NEW COIL. 1. MIN. 550 # CAPACITY , 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") THERMOSTAT: ; 3.DBL. FRAMING WHEN NEW OPENING 14 I. PROVIDE THERMOSTAT FOR 2 ZONES: 4,WEATHERSTRIP AGGE55 OPENING 4 PROVIDE R-4a - ZONE 1: FIRST FLOOR 6 TYP. OVERHANG a 10 ;I I l II INSULATION ABOVE w/WD. FR. (OR EO) BAFFLE OR - ZONE 2: SECOND FLOOR N RETAINER TO PREVENT INSULATION FROM ENTERING 2. H.O. TO SELECT MODEL; INSTALL A5 PER w C) DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 MANUF. SPECS __,_- �� - ._- --- :_ _- _ Q Ro (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE NEW EXHAUST FAN SHALL BE INSTALLED WHERE - - - I I I i l I, i! '''1,1I i �' I l i I' { I ( ,: t.I r , (I ,? O `"I THERMAL ENVELOPE OF BUILDING). -*-- -- - -- _ _ - _ ,: 1 IIII I II IS VENTILATION IS NOT MET BY MEANS OF NATURAL _ I ,- 5. INSTALL AS PER MANU. SPEC.s O CIRCULATION THROUGH WINDOWS OR DOORS TO 6.CONSULT H.O. FOR PRECISE LOCATION OF AGGEr'>5. PROJECT: OUTDOOR SPACES AS PER NYS MECH. CODE SECTION 4033.2.3; INSTALL AS PER MANU. SPECS :•:_,��---=:v.,.w_. --- t �,a '- `-,.�,,...:�,,�..o=_-._-m.-..`. �.--_'�,�_' I g , : ' ;i, I (I ,, •I'i _ -- - - ----- - -- - - --- --- --- -- I NEW PLUMBING FIXTURES: UACKENBUSH I6 ALL NEW PLUMBIN& FIXTURES TO COMPLY WITH PG 405. SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. � -_= -8�12 PITCH-`. - - - '-- -- 8:12 PITCH _ ----- - R E N OVATI O N � !; !jll � j i j I ','' !, !'� I +I I l„ '''i P' , :I�I I,j I,.i LI1 ' I,II -- - ---- --- r I f ! 1 I dl 1 1505 HIA WATHAS PATH i „ i - 11'', i it I' 'f •I '11 11 I I ! p I' I �'i 'I 1 !!. I I !I III I� , " I' I i :I ,1 !, '! •! I{ 1 SOUTHOLD N.Y. 11971 - - --�-. - - '' -�---- -- - _ - DRAWING TITLE: i t €,1 � ( I I i ;II�I� ll ---�- - __-----_-_-____._-.=_ -_-- --- _-- ( PROPOSED SECOND FLOOR PLAN PROPOSED ROOF PLAN I I I I I + 1 - ry I -- - _- { I I I : F-_ ------ _- ------- --------- ------- -- ---- ----; -- AGE I i P I it f I , : I I - -' r ! i : - -- ---- + II p II i1 - - _ 8:12 PA-:10 0 ITCH"": ,..:_:5:12 PITG 8;12 PITCH_--__- _---- --8:12._PITCH ==----__ I' --- - - - - -- - I f Of I 1 I DAT E:I I, ---- - _ - cl 4, 1 �T PITCH -- -=8:12 PITCH a . ` d r' b" TYP. OVERHANG SEE FADE A61 05 .Oct FOR NINDON ANC DOOR 5(�,HE�ULEFROPOSED ROOF PLAN a 10 SCALE: 1/4" = I'-O" ELEVATION NOTE5 OTYPICAL ROOFING: I. SEE NOTE AT BUILDIN6 SECTION FOR MINIMUM Q CONSTRUCTION STANDARDS 0 2. H.O. TO VERIFY FINAL COLOR Q MATERIAL SELECTION BEFORE INSTALLATION J cu IA ASPHALT COMPOSITION SHINGLES Q 4-- CV r'Y O L Is BLACK, STANDING SEAM METAL ROOFING O _ O >- (D O TYPICAL SIDING: i O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM O O N Z i CONSTRUCTION STANDARDS d cu 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION BEFORE INSTALLATION \ c 2 X :3 N O Q O 4-J C1 ® GRAY IMPRESSION VINYL CEDAR 0 m � c CV Q Co 2B WHITE BOARD AND BATTEN IA O3 NEW CL05ED BLUESTONE P. GONG. STAIR PATIO O ( - NEW MECHANICAL UNIT DIRECT VENT:INSTALL MECHANICAL UNIT DIRECT VENT AS PER MANl1. SPECS IN FULL CONFORMANCE w/VENTING CLEARANCES REOUIRED PER NYS MG 804. r_li I __ ;i n I - SEE ALSO NOTE ® FLOOR PLANS. i' I I 1' _ ( I I --��W�_ _-_ -- 4-J 70 s NEW MECHANICAL UNIT FRESH AIR INTAKE: I I' j -�t.-mm '\^_1 � '�� '�•� _ _-- --__-- _ U O INSTALL AS PER MANU. SPEC.'S �• � II I I ! I I I! I O NEW DRYER VENT: SEE NOTE ® PLAN i Li NEW BATHROOM EXHAUST FAN VENT: . 1A VENT THROUGH WALL AS SHOWN. SEE ALSO NOTE ® PLAN. LL O O O NEW BATHROOM EXHAUST FAN VENT: O7B LOCATE VENT WITHIN ROOF SOFFIT. Ll SEE AL50 NOTE ® PLAN. LL NEW A/G GONDEN5ER ON GONG. PAD OR OTHER Og APPROVED GROUND SURFACE (SEE FLOOR . PLAN NOTES) ILLLLI LLL LULL LJLLLL 0 n ±i \O \O6 \ EI E2 EI l' L LLL1 LD F= LLL-L LLiLLL L-:�A i uF= LLLLLL O -LLLLiLLI LLdiL I I z Z O II I LLLLtLSOUTH Q 0 I PROPERTY w LINE w � 3 iu- cr w WEST ELEVATION (FRONT) E ca V) 0 SCALE: 1/4" = 1'-O" z 0 _ wo vi a zz -- gO W,iN � E zz 55 as IIxa 00 ua / w o0 R � o � � V z PROJECT: QUACKENBUSH = == RENOVATION - - _- ILA m 1505 HIAWATHAS PATH ILI ' A w I I ' A SOUTHOLD, N.Y. 11971 ILLLELI '' LILLL-° DRAWING TITLE: IA s _ PROPOSED EXTERIOR ELEVATIONS -- --_--- -- -= iLLL-LL1 IF.F. � ILL III PAGE: ILL� LLLLii� i p di ILILU -IL I -LELLEL DATE: 10/1/24 9 OF 16 PROPERTY LINEILiLLU I jl i 3 SOU7H ELEVATION (R I OH7 SIDE) e D SCALE: I/4" = I'-O° �,�_��-, Yt, ,� ��.• ELEVATION NOTES OTYPICAL ROOFING: Q I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS 0 2. H.O. TO VERIFY FINAL COLOR 4 MATERIAL SELECTION W BEFORE INSTALLATION LLJ J O c) IA ASPHALT COMPOSITION SHINGLES Q t CV Lo IB O BLACK, STANDING SEAM METAL ROOFING TYPICAL SIDING:O ✓� "'� ✓�i i O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM O �_ CV Z i CONSTRUCTION 5TANDARD5 0- cu L �C -__ __ ._--- _-- _--- - --- - --- _ - -_- - _ _--_- _- --_ _ -= _ ----— - --._ - - r- 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION __ _ _-_ ____ _ - _:_- - BEFORE INSTALLATION N -- _ O - _- _- - - - -- -__ - --- - - O ate., - ® GRAY IMPRESSION VINYL CEDAR 4 Ln __. - `--� ,', I. � ON � cis I 0 .. 2B WHITE BOARD AND BATTEN O3 NEW CLOSED BLUESTONE P. GONG. STAIR 4 PATIO - -- -- W NEW MECHANICAL UNIT DIRECT VENT: OINSTALL MECHANICAL UNIT DIRECT VENT AS PER MANU. SPEC.'S IN FULL CONFORMANCE W VENTING CLEARANCES REOUIRED PER NY5 MG 804. ' LL \ SEE AL50 NOTE ® FLOOR PLANS. \ / \ / \ ONEW MECHANICAL UNIT FRESH AIR INTAKE_ UILILL INSTALL AS PER MANU. SPEC.'S n ' F W OO SEE NOTE ® P VENT: NEW BATHROOM EXHAUST FAN VENT: -- _- ----=-__- 7A VENT THROUGH WALL A5 SHOWN. - - SEE AL50 NOTE ® PLAN. C , NEW BATHROOM EXHAUST FAN VENT: v 7B LOCATE VENT WITHIN ROOF SOFFIT. 'I I� ! i!—il --I -- - 5-0 MIN. -- - O III SEE AL50 NOTE ® PLAN. MIN. �' MIN. 4 NEW A/C CONDENSER ON GONG. PAD OR OTHER Og APPROVED GROUND SURFACE (SEE FLOOR PLAN NOTES) ij O O 3' 1 I \• ' MIN. nn`` \ MIN. W ` ' FILLLUILL5 LLH1 I ILL j 3 r O O u, LLL(�L ► z to oz � � o � � N cr EAST ELE\/ATI ON REAR � cn ( � o SCALE: 1/4" = P-O" o = wo Lit z z z o 0 � N zz as Ir 00 � U. z mz w 00 o L) Z W � Ir N LU 0 O IA PROJECT: -- - QUACKENBUSH - RENOVATION 1505 H IAWATHAS PATH = - 7 i -- SOUTHOLD, N.Y. 11971 -- - --- DRAWING TITLE: IA PROPOSED EXTERIOR ELEVATIONS d _ -- IA I; LILLL-Li� PAGE: iLLLLL a JLiLLL ,O 0 , 1 j DATE: 10/1/24 10 OF 16 G' , ;Q 'i I'. F.F.'LNEW ELECTRIC METER; EXTEND MAST AS REG.'D NORTH ELF—\/AT I ON (LEFT SIDE) SCALE: 1/4" = I'-O" NOTE: BUILDING SECTION NOTES I. IF FINISH MASONRY USED (5U(rH AS NEW ROOFING NOTE (TYP.): BLUESTONE) - MASON TO ADJUST HGHT OF LANDING AS REQ'D TO 4" P. GONG.SLAB d OACCOUNT FOR FINISH MASONRY w/bxb 10/10 WWIM Q I. INSTALL NEW ASPHALT 5HINGLE5. I" UPON COMPACTED Q 2.INSTALL ICE AND WATER SHIELD FROM FA50IA UP TO 2. ALL HORZ. SURFACES SHALL BE PITCHED (TYP.) FILL W 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS ® 1.46 AWAY FROM BUILDING LLI OVER I J (u 3.INSTALL 15 # BUILDING FELT N.O.N.) OVER 3. FOR SLABS ABUTTING FRAMING, INSTALL REBAR BENT TO a �` M 4.1/2" GDX PLYWOOD 5HEATHING (BLOCK ALL SEAMS) COPPER FLASHING FROM 12" ABOVE AND SLAB AS SHOWN - -=g= ___ �t {-=--- -- 5. GAP SHINGLE OVER RIDGE d HIPS (AS REO'D) ADJACENT TO SLAB, BED ALL FLA5HIN6 i r \ , \r \r +� N IN ASPHALTIC MASTIC y° \ \ \ Z // // // //' d� 6.PROVIDE RIDGE VENT(A5 REQ'D) CONNECTION 'A' AS i° \ \ \ C 'i. FLASH ALL VALLEYS PER PAGE 6-003 \ \ 5.INSTALL DRIP EDGE AS REO'D PROPOSED RIDGE HEIGHT NEW RIDGE •°° /�i \\ \//\\/ //\\//. �V 0 O a. INSTALL ALL AS PER MANU. SPEG.'s ELEV. +26.0' .� � ° �� '-6" . , = i I 4 REBAR ® EA / r- CD O E I G CONSTRUCTION: --_--- -_-= _ --._ _--_- - -..- -------_. --_ �-_ _-- __------------- -- -_- ---_ _ STEP; L- TYPICAL ROOF $ G L N G -_.- - — -_ _. _ • NEW ROOFING AS NOTED �, o .� .,- _ - .�_., ,— -- �- - -y- =-- ---- ---- - - - _ - _ -__ - CO-ORDINATE �/ // // // \\ \\// - Y i O _ - GVR® ENDS �% • \\\\\\\\\\\\\\\ \ \ 0 •. 1/2" GDX PLYWD 5HEATHING (BLOCKING ® ALL PLYWD I p� �'o -_--_ ' -_-- __---_--_--- --=v- -------- _.--- -_- -- - — ---. _.._ ---- ----- V BIRDSMOUTH \ \/\/�/\/\/\/\/\/\ .0 - AHU R - _ ` - LL _ _ _ - _w R <�__-_ _,.- -= "��y TO ENSURE R.R. i� /\// //\//\//\//\//\//\//\//� G X N • R.R.MG.J., s G.T. AS NOTED ON PLANS (® 5PAN5 OVER Q� Q -_-y ^✓A - =�._ - --. - NOTCHED LE55 a °� ''a /\\/\\ \\/\/\/\/\/\/\/\ O a0.+ - 5' INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.N.) Q �O�` _- _ _ _ _ R ___ THAN 25% OF I�IO ��i ° \ /\/\ /\\/\\/\\/\\//\\//\\//\ 0 m Cfl • PROVIDE R-4a BATT INSULATION WHEREVER ALLOWED Q ��< -_ ___.___ _- .- Q oo _ _._ _- -- RAFTER DEPTH I MIN. �' // / // /GOM AG rEV' / / / /' PER ATTIC SPACE; IN ALL OTHER AREAS, PROVIDE "I" Q�G CGS, -_ -" -_ - - QGQ ��' - (TYP.) :'1- i�� \\/\\/\\/ /\ FILL /\\/\\/\\/\ 0 N Q cu THK. SPRAY FOAM INSULATION (R-49 ® R-7/I NCH) a• '� ° \ \//\//\//\\/�/��/ //\//\//\// 0 2 - • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES � �._- ' �� C� �'� -- � `�� '"-_�-� ttl • �' ° \ r# ' 2'x4 KEYWAY ° Iii /\\/\\/\\O.G. (MIN. 3) \\ \\ \\ \\ \\ \ ONEW EXTERIOR WALL CONSTRUCTION (TYP.): PROP. G.J. Y, ii '' ` \/\/\/ /\/\ 3 � PROP. G.J. \ ( ( •° . i \//\//\/ // // /- TYVEK HOUSE WRAP (VENTED) (OR EQUAL) UPON I i y�� \ \ \ \ • 1/2" GDX PLYWD. 5HEATHING (BLOCKING ® ALL PLYWD z CONNECTION BI AS °. i�i� \\ \\ �\ \\ \�\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ SEAMS) UPON `J.. _ GRADE ✓ii° too// // // • 2"xb" STUDS ® I6" O.G. w/DBL. TOP PLATE 3 - -- 6 3 j PER PAGE GC.j. R.R. TO G.J. /\/\\/\\ i� #4 REBAR CONT. /\/ �'��//'i/\//\//\//\//\// NOTE: • MIN. R-2I BATT INSULATION - ® IO" O.G. (MIN. 3) 1 \\/\\�\\. j\\/\\/\\/\\/\\/\\ ALL P. GONG. \/\�/\\/ • 5/8" THK. GYPSUM BD. WALL FINISH - -- PQ \//\�/\//\//\// SHALL BE - - -- - --- 3 (1) #4 REBAR CONT. ° I1 \/\\/ y\\/\\/\\/\\/\\/\\/\\/ 4,000 F51 (MIN) NEw SIDING NOTE (n-P.): - 4 n / / O I. INSTALL NEW SIDING PER H.O SELECTION O #5 BENT REBAR ® 12" O.G. d j J° //\//\//\//\/ 2."TYVEK" HOUSE WRAP (OR EQUAL) o jd � 11 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 3.INSTALL ALL A5 PER MANU. SPEG.'s ° o z m11 j//\//\//\//\//\//\//\//\//\//\//\//\//\//\ \ \// ( l 4.PROVIDE ALL NECESSARY TRIM FOR PROPER MODIFIED �, PROP. R.R. 8 THK. P. GONG. WALL II ° \\/\\/\\ \\/\\/\\/\\/\\/\\/\\/\\/ \\/ V INSTALLATION EXISTING SECOND FINISHED FLOOR BEDROOM 4 O (I) #4 REBAR CONT. °Id %//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\// rI 1 D \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ tjJ 5. 5IDIN5 SHALL EXTEND TO TOP OF FOUNDATION WALL ELEV. +10.5' PROPOSED a -� II \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ -------�` 5 PROPOSED STORAGE II° \/ TYPICAL FLOOR CONSTRUCTION: - -"-' - 15,AGE �_�..^f �.1 BEDROOM I6 WIDE x 8 DEEP I /\//\//\//\//\//\//.\ \ \ \ \ \ \ \�/\//\ �� m O5 I. FINISH FLOORING TO SELECT --- - P. GONG. FT6. II \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ 2. 5/4" T40 GDX PLYWD. 5UBFLOOR GLUED 4 5CREWED F.J. PER PLAN EXIST. F.J. PER PLAN' ��x�� ux'�h �i�ak��k�X ��kha��' S'3 � /\///\//\//\///\//\//\//\//\//\//\//\//\//\//\//\// ■ 3. F.J. AS NOTED ON PLANS - AT SPANS OVER 8 INSTALL \ L�'\ CONNECTION G2 A5 REBAR -j \/\/\/\/\/\/\/\/\/\/\/\/\ 'X' BRACE ® MID5PAN -- -- -- I�J L-J PER PAGE 0-003 - � -• /\//\//\//\\//\//\//\//\//\//\//\//\//\//\//\//\// 4. MIN. R-30 BATT INSULATION (BETWEEN FIRST FLOOR 4 NEW STUD TO \ \r \ \ \ \ \\ \ \ \ \ \ \ \ FOUNDATION, AND BETWEEN 6ARA6E d 2ND FLOOR) FLOOR TO STUD V U 5. 2" THK. SPRAY FOAM AT BLD6. PERIMETER RIM JOISTS L_ RAISED WALL HEIGHT 4 O PROVIDE NEW 2x FRAMING ® 16" O.G. 4DOUBLE TOP PLATE O - I� EXTERIOR MASONRY STAIR DETA I L UPON EXIST. TOP PLATE TO RAISE WALL CEILING HEIGHT TO � I i I V-O . CONNECT ALL EX15TINO S NEW FRAMING TOGETHER w/ o c 51MP50N C520 5TRAPPIN6 (OR APPROVED EQUAL) ® EXTERIOR W6ILL5 4 INTERIOR LOAD BEARING WALL5. PROPOSED EXIST. FIRST FINIS FLOOR MASTER MODIFIED HDD - - BEDROOM g LIVING ROOM + (KITCHEN BEYOND) —----- GARAGE BASELINE (AVERAGE GRADE)----- EXTERIOR GRADE ® C AHU BEND REBAR TO SLAB NOTE: ZL4"P.GONG.SLAB w/ O z EXISTING ALL P. GONG. SHALL O BASEMENT BE 4,000 PSI (MIN.) r=_= b"xb"-10/10 W W.M.UPON Q - - `--- - COMPACTED FILL (I) #4 REBAR II° /\\/ Lu J CL #5 REBAR ® 36 O.G. S GT I ON I -I/ -50 1 CONT. ®' TOP \ SCALE: 1/4" = 1'-0" GRADE II° /\\/� // COMPACTED z Q FILL O 0 _ 8" THK. P. (j d \ /\\/GONG. WALL i 111 ; / //\//\ " z � N Q i #5 BENT REBAR ° I I t° ° V/\ \ 0 o_ ® 36" O.G. Z (I) #4 REBAR 4I 11 , N /\ w w CONT. 0 BOTTOM -11 I I \ \�\\\/ Z w II11. ° / // .//\ z ! 16" WIDE x V, DEEP lI u P. GONG. FTC. = w 00 (5) #5 HOR I °° 00 . w REBAR �I� • U. � z m Z W O_ O - - - -" w � PRO . _ 2 EXTERIOR MASONRY DEGfC DETAIL N -- - _ - _ _ Q SCALE. 5/4 1 O— rn ❑ PULL O •I r0 - - - 2 DO PROJECT: N {- WN I = -- � --- PROP.G.J. A5 PER FLOOR PLAN e \ III a" THICK REINFORCED CONCRETE QUACKENBUSH BEARINO S A5 u I u RENOVATION I II ~ ° O RAS5 5HOULDER AREA (TYfi=.) 24" DIAMETER CAST IRON Ij OR DEFINED SURFACE GONER INLET ORATE � FRAME 0 1505 H IAWATHAS PATH 4 Q.��QPROPOSED n m SOUTHOLD, N.Y. 11971 PROPOSED PLO 2 STORAGE 5 SPACE FAMILY ROOM EXIST. F.J.'TYXY1s EXIST. F.J. -- DRAWING TITLE: - r — J — BUILDING SECTIONS - LiLi � J DESIGN DETAILS EE\I Lu T' I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ - r J MODIFIED Q I— Z 1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ -- '1� � KITCHEN � � � � � ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ -- �--- o I _ �T m® -- -I I-- PAGE: % — MODIFIED ILI OL ' ) ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ _ LIVING ROOM A-301mOWL . h� c��b T EX15T. F.J.' kVj�i'X�ST'fir '' EXIST. F.J. ` --- iLL H H DATE: 10/1/24 11 F 1 0 6 II AHu m N PRECAST GONG. (BEYOND) GROUND LEACH I NO R I NO. SEE r WATER GALGULATIONS ON Al EXISTING SITE PLAN FOR REa'D BASEMENT EFFECTIVE DEPTH 2'-O" D I AMETERS 1,10 2'-O" 3 C MIN. PER SITE FLAN_ MIN. ' SEG710N 2-2/A-501 GLEAN SAND I$ GRAVEL FILL SCALE: 1/4" = 1'-0" �!"�` `. "N r. q`f , STORM NA7ER DRYNELL DETAIL A-3o I.o I SCALE: 1/2" = 1'-0" TYP. ROOFING (SEE SECTION NOTES) TYP. ROOF CONSTRUCTION Q (SEE SECTION NOTES) FLOOR SYSTEM AS FLOOR SYSTEM AS FLOOR SYSTEM AS NOTED ON PLAN NOTED ON PLAN NOTED ON PLAN P�� uj SIMPSON H2.5A p,5 LtJ 1 I I I 1 1 1 1 , I I , RAFTER TIE RR' J � NEW 5TL. GAP PL. A, 15, NEW 5TL. GAP PL. A, 8, NEW 5TL. GAP PL. A, B, FLOOR WOOD BEAM M FLOOR WOOD BEAM FLOOR WOOD BEAM OR 'G' (PER BEAM GONFIG.) OR 'G' (PER BEAM GONFIGJ OR 'G' (PER BEAM GONFIG.) ' AS NOTED ON PLAN AS NOTED ON PLAN AS NOTED ON PLAN WELDED TO COL.;SEE GAP WELDED TO COL.;SEE GAP WELDED TO COL.;SEE GAP Q ;4-1 (V PL. DETAILS NEW 5-I/2" OR 5-1/2" (AS PL. DETAILS NEW 5-1/2" OR 5-1/2" (AS FL. DETAILS NEW 5-1/2" OR 5-1/2" (AS I c Lr) NOTED ON PLAN) O.D. NOTED ON PLAN) O.D. NOTED ON PLAN) O.D. r- NEW BASE PLATE 'A' 5GH 40 HOT DIP GALV. NEW BASE PLATE 'A' SGH 40 HOT DIP GALV. NEW BASE PLATE 'A' SGH 40 HOT DIP GALV. Q '- WELDED TO COL.;SEE 5TL. COL. (ASTM AI23) WELDED TO COL.;SEE STL. COL. (A5TM AI23) WELDED TO COL.;SEE STL. COL. (A5TM AI23) - 0 BASE PL. DETAILS FOR AS PER FOUND. PLAN BY BASE PL. DETAILS FOR AS PER FOUND. PLAN BY SASE PL. DETAILS FOR AS PER FOUND. PLAN BY G.J. A5 PER PLAN (WHEN APPLICABLE) + �. C9 BOLTING SIMS STEEL (OR EQUAL) BOLTING SIMS STEEL (OR EQUAL) BOLTING SIMS STEEL (OR EQUAL) FASCIA BOARD LO N z O Lo PROVIDE GOLD JOINT 'i PROVIDE GOLD JOINT PROVIDE GOLD JOINT °Q AT GONG. SEAMS (TYP.) EXIST. P. GONG. SLAB AT GONG. SEAMS (TYP) EXIST. P. GONG. SLAB AT GONG. SEAMS (TYP.) EXIST. P. GONG. SLAB � (� r-- (PATCH AS REQ D) (PATCH A5 REQ D) (PATCH AS REQ D) BEAM AS PER PLAN NEW SIMPSON LUS26 X (V GALV. JOIST HANGERS Q 0 Q a--+ p (OR APPROVED EO.) . O m +J •— d •° G�J �L� -.� lL., .,,,; lI(� I 7 • G�~r > ..,).1.'\ '.:a_ , '' •• ° e° •d _.)(� /c�..�.—�.il..�..,.,.� :�ll7L�J�r.: . \ _^( • •d d r d� •a. °•, d • k . ,1_l'}•f—\1„ `"��_, ` �_ ea , • � ' •1JILI• • . O/ 5�JLLB ° • a 0 y, Yb� J( p a• •1 EXIST. 6RAVEL BASE \ e d -� EXIST. GRAVEL - ° - EXIST. GRAVEL d ° a ----. .. NEW(3) #5 HOR. BASE YNEH (5) #5 HOR. 11 i 11 • '• --------- • NEW (4) #5 HOR. BASE ° d ° ' i I ^__ = -_� °-r E (5)UPON R. I -•�3 - I i � � I REBAR UPON (3) #5 � °F=__`r -�----- - ° - -__ ---- I _ d REBAR UPON (4) _ _ HOR. REBAR (b TOTAL) #5 HOR. REBAR 1- d •• / #5 HOR.UPON REB (5 PERMAGAST COLUMNS A5 PER PLAN NEW 30"x30"x18' ___-___ NEW 36"x36"x18" I I_ 0 TOTAL) w/ "51MPSON" PG64 (FOR 3 PLY BM) NEW 24"x24"xl2" - I �1�3 DEEP P. GONG. PAD -�/ DEEP P. GONG. PAD I`3 I I / (8 TOTAL) DEEP P. GONG. PAD FTC. (MIN. 4,000 PSI) -- --- L- EXIST. FILL FT6. (MIN. 4,000 PSI) --- FTC. (MIN. 4,000 PSI) \ \(I OR "SIMP50N" BG52-2/4 (FOR 2 PLY - EXIST, FILL EXIST. FILL BM) POST GAPS �. 5TEEL COL. 24 IIx24"x 12 II ETO. DETAIL 5TEEL COL. 50 IIx5O"x 18 II ETO. DETAIL ( STEEL COL. 4 56 IIx56 "x 18 II ETO. DETAIL _+J 70 A— 401.01 _ A-401.01 „ _ A-401.01 SCALE: 5/4 = I -O SCALE: 5/4 - I -O SCALE: 514" = 1'-0" '— PROVIDE BEAM SPLICE PROVIDE BEAM SPLICE # GOYE -'EIS POfitGH DETAIL ( � CENTERED ABOVE COL. CENTERED ABOVE COL. !! A-401.01 WHEN NOTED ON PLANS �� WHEN NOTED ON PLANS !! (4) 5/5 H.D.G. LAC +, _ P BOLTS (PREDRILLED) 8 SCALE: 3/4" = I'-O" • — PROVIDE BEAM SPLICE 8 - (4) 3/8 H.D.G. LAG - _ CENTERED ABOVE COL. (4) -5/8" H.D.G. LAC \ BOLTS (PREDRILLED) = N /2 WHEN NOTED ON PLANS BOLTS (PREDRILLED) % Y411 r , PERMAGAST COLUMN AS 5-1/21, O.D. SGH. 40 HOT PER PLANS; INSTALL AS 0 DIP GALV. STL. COL. PER MANU. SPECIFICATIONS ! ^ (ASTM A125) AS PER v , - - PLAN WELDED TO PL. W POST BASE PER MANU. om I \ - 8"x8"X3/8" THK. SPECIFICATIONS - - - - - - 5TL. BASE PL. Will - - -- - - - - - - i/ / FINISHED STONE 3/8" THK. I II - - - - - - - - - - - O - - - - - �� NEW FOOTINGS: PROVIDE (4) 1/2" z A� 5TL. PL. �� 4 3/8 THK. H.D. O 0 HOOKED ANCHOR BOLTS EMBEDDED 4" GONG. SLAB GALV. PL. INTO FOOTING MIN. 4" w/ OVERSIZED -� WASHER 4 END NUT SETUP ° a GAP PLATE � � 1/2" THK. I �! I 1/2" THK. I I I, EXISTING FOOTINGS: PROVIDE (4) \� \ \ FOR CONNECTION OF 5TL. COL. TO (5) 1-5/4" WIDE 5TL. PL. ��, /4 1/2" THK. H.D. STL. PL. 14 /4 1/2" THK. H.D. /,, GALV. THREADED ROD, DRILLED � a � LVL LUMBER OR (5) 2" WIDE OR (4) 2" WIDE GALV. PL. GALV. PL. EPDXY PINNED INTO EXIST. FTC. DIMENSIONAL LUMBER OR 5.25" WIDE P5L ' ANGHORINGUSINO REPDXY (ORE UAL) TO \ \ BAGKFILL GAP PLATE S GAP PLATE G GRADE // // / SASE PLATE �A AN EMBEDMENT OF 6 ° \\/\� OMPACTED z (n ° /\/\/ EVERY 611 O Z FOR CONNECTION OF 5TL. COL. TO (5) 2" WIDE FOR CONNECTION OF 5TL. COL. (5) 2" WIDE / / �- O DIMENSIONAL LUMBER w/ (2) 1-5/4" WIDE LVL LUMBER DIMENSIONAL LUMBER w/ (2) 1-5/4" WIDE LVL ° LUMBER, AS WELL AS (5) 1-5/4 WIDE LVL LUMBER EXTEND FOUND. WALL E FTC. IAT D w \ \\ \\ COL. PER FOUND. PLAN;PROVIDE OR (5) 2" WIDE DIMENSIONAL LUMBER ° // // / ADDITIONAL (2) #5 VERT. REBAR W IN GONG. WALL BENEATH COLUMN w Q / / 4 (I) #5 HOR. REBAR IN U) STEEL COLUMN CAP SASE PLATE DETAILS \�jj\j ENLARGED FTC. Z A-401.01 SCALE: 5" = 1'-0" d \j\\\j w _ "_z Q ° EXTERIOR MASONRY DECK 0 0 °° OUND. WALL 4 FTC. AS PER to N 8 DETAIL X/A-XXX 4 --- ct Q' Z Z 2(TYP)P # PERMAGAST COL. ETO. DETAIL a a WLL A-401.01 00 SCALE: 3/4" = I'-O" 00 PROVIDE 3" (MIN.) GONG. COVER ---------- -� - OF ALL REBAR WITHIN P. GONG. I j w O O FOUND. WALL5 $ P. GONG. FTC'S. PROVIDE 5TRAPPINC 4 NAILINGAS PER CONNECTION '0' IN I I in "TYPICAL NAILING/STRAPPING _- -- ----*__ -- FINISHED v Z � --------- I II II FLOOR PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, BETWEEN CAVITIES SHEAR, b LATERAL RESISTANCE" PER ENERGY TABLE ON PAGE 0-005 ® EA. STUD. I I 1 FINISHED I (WHEN APPLICABLE) ----___ -�I-- IIle GRADE FLOOR SYSTEM AS NEW (2) 2"xb" P.T. SILL PLATES Q NOTED ON PLAN UPON SILL SEAL UPON COPPER #5 REBAR (TYP) Q I (j iI 0 T1 TERMITE SHIELD < I I I I in }Q7T 1 . NEW 5/8"� HOOKED ANCHOR REAR (TYP) Oi II I I PROJECT: BOLTS ® 34 O.G. w/3 SQUARE cV 1 I HORIZONTAL REINFORCEMENT OF FOUNDATION WALLS WASHER d ENDNUT I I I PROVIDE STEPPED FOUNDATION WALLS 6'-0" OR GREATER IN HEIGHT WITH _ a ADDITIONAL CONTINUOUS HORIZONTAL REINFORCEMENT AS FOLLOWS: QUACKENBUSH I O . NEw#4 CONT. HOR. REBAR 6'-8": #4 REBAR ® BOTTOM MIDDLE d TOP OF WALL (3 TOTAL) BASEMENT m r ° I'I\ I I I ® TOP b BOTTOM OF >8': #4 REBAR ® BOTTOM, MIDDLE THIRDS, 4 TOP OF WALL (4 TOTAL) FLOOR RENOVATION ° °I I G a I I I NEW P. GONG. FOUND. FOUND WALL (2 TOTAL) - II° I I WALL (MIN. 4,000 PSI) #6 HOOKED VERT. II I NEW #6 VERT. REBAR #6 HOOKED ED O.G. II 32 O.G. WHERE FOUND. °►° WALL HEIGHT ABOVE ## ORE55 NI NDON V4ELL DETAIL 1505 HIAWATHAS PATH EXIST. FOUND. WALL FOOTING EXCEEDS 6'-0"; A-401.01 SCALE: 1/4 _ I _o SOUTHOLD, N.Y. 11971 ° II d NEW#4 VERT. REBAR ® 11 _ 1 �, 1 CORNER CONNECTION ° d d ° ° ° 44 48" O.G. ELSEWHERE 77 NEW #5 HOR. REBAR • 1 ° ° ° ° ° ° ° e ° ° d ° a ° SPACED VERTICALLY n d a '. n === SIMP50N MST45 (48" LONG) II 12 O.G.;DRILL d °.�: ° y11- ° �=_ _ _ __--=.-a° ,I DRAWING TITLE: I °II e a . °, d °° GRADE STRAP TIE CONNECTING RIDGE ASPHALTIC DAMP 11 GRADE EPDXY PIN 4 INTO ° II d ° e. ° II d °d II" d ROOFING 4 ROOF 5HEATHING PROOFING TO EXTERIOR I ° . °'°' ° °d BEAM d RIDGE BOARD, SPLIT • i EXIST. FOUND. WALL I I d °. e , . ° ° °. I I `d PER SECTION NOTES ° I _.- .__ I I _ _ ° ql d ° a 11 <° LENGTH EVENLY ACROSS DESIGN DETAILS 1 USING QUI KRETE c= ___-_ d ° ° ° e °° d ° MEMBERS #5 REBAR (TYP) 2'-0" LAP HIGH-STRENGTH ---- II . ° e . ;I I I ° a ° II ; ° d° tI ANCHORING EPDXY II d II ° I d a ° (2) 1.15"x11.8'15" T.J. 2.OE ° dd e `, ° MIGROLLAM LVL RIDGE SEAM (TYP) d ° II 4 ,°, '° ° II ° ° ° °°< I °�" (2) 2"A2" RIDGE BOARD (OR EQUAL) °. I I ° d A I I" A ° °d I I (NON-STRUCTURAL) ° ° d _011 P. GONG. FOUND. WALL -- - °'° I I ° ° ° i4 d ° d \I - ---- t- -F--�- ------- 11 P.. d ° Od I (MIN. 4,000 PSI) d �jl - -O I I I = -_-__ II °. d ° °d A I. ° II II. - ° I�-------------- 11 • a° °'�—n ° d II O PAGE: — MIN. . . ° 11 ° ,' �I ------- -- I --� -------- e .. .° d 4 . �� III l #4 HOR. COW. REBAR ® ° TOP, MIDDLE, d BOTTOM OF °.I1 ° ° d d ° dd ° •. _III P e IIA-40 '0 o0j. WALL (3TOTAL) II --0- I ----- -- L--I1 ° a II Q d °° ° ° It11a ° II d ° I h--I ------- ° d e ° e °IId d ° ° °__---- III I 9 14 ° d ° - e 1 . II • n ally DATE: 10 1 24 P. GONG. CONT. FTC. 1 12 0 F 16 I IL I I 1 ° d 41. �u----- ----�--� I� ---- (MIN. 4,000 PSI) II .e - - ---- �-. II II I1 NEW #5 HOR. REBAR =_ ----= II ;°� - __' flll-------- -- °e II p I I (i #5 SENT II ° ° dll 1111 V.LF. NUMBER OF STEPS REQUIRED (5) #5 HOR. COW. REBAR II ° - - - O (3 TOTAL) - DRILL 4 d II n F 1 1 REBAR (TYP) ° ° a I I 1 I I EPDXY PIN 6" INTO °n° it d II ° II It il 4" P. GONG. SLAB I� a - ry I1 I I EXIST. FTC. U51NC = ° ��" "< PROVIDE 3" (MIN) GONG. COVER - I I 0UIKRETE g: ----_ --�--T <T° 11 -- OF ALL REBAR WITHIN P. GONG, °I I FOUND, WALLS 6 P. GONG. FTC'5. ° HIGH-5TRENCTH c-_ _- ° III J ° ° ANGHOROR EQU ° ° II11 ° a to ° .-----°- II° 211x10" R.R. w/SIMPSON Z 411x6" RIDGE POST r, LRU NEW #4 BENT VERT REBAR® 1611 O G HANGERS ® RIDGE BEAM _ .r_.'-. .; _, ,"s: _ ,,'_ ir, •.._1,_.v. y 'd =--a r • • �— II" d U HOOKED BENEATH HORIZ. REBAR r 6 MIL POLY__ _._ ff ° ---- I I I II 11 °.�„ a SIMP50N AG6 (OR MOISTURE RETARDER _ d ° .__ d ° a AGH6Z) P05T GAPNEH lb" HIDE / ' '£ i I I °II " ° STEPPED FTGx(MIN 4,000 PSI) 4" GRAVEL BASE - ___ �__ -- -_ I�. RI DOE SM. TO ROOF SM. DETAIL �1`' 1-411 - I -- d 4 I - PROV. GLEAN `- •� I I I � pr, -401.01 -" COMPACT FILL I --- - ' - (� q" NEW #5 HOR. REBAR (3 TOTAL) ' --- MIN. 311 MIN. SCALE: 5/4" = 1'-0" -- --.-------'--- _—�___ __ 'T' CONNECTION EXIST. FTC. 2'-8" -:2_a EOUNDAT I ON V4ALL DETAIL I I REBAR OVERLAP DETAIL 12 STEPPED FOUNDATION DETAIL -401.01 SCALE: 5/4" = 1'-011 -401.01 1 SCALE: 5/4" = I'-Oil A-401.01 SCALE: 5/4" = I'-O" NEW PARTIAL HEIGHT EXISTING TO BE DEMOL15HF-D , ;,, WOOD FRAME (L.6. 5TL. a Q WHEN APPLICABLE) 0 EXISTING TO REMAIN NEW FOUNDATION WALL Lu NEW WOOD FRAME (L.6. cc 5TL. WHEN APPLICA51-V J ty) N MIN. (2) 2"x4" STRUCTURAL Lo NEW I-HR FIRE R��D ® P05T FOR 4" WALL5 WOOD FRA CAB E)5TL. O (MIN. (2) 2"xb" STRUCTURAL WHEN APPL P05T FOR 6" WALLS), U.O.N. r- NEW 2- rrZ FIRE RATED .i Z Y �yOrJ FRAME (L.6. 5TL. p c: N O i,riEN APPLICABLE) cu c 1 X : N STRUCTURAL PLAN NOTES POST d COLUMN DESIGNATIONS: POSTS k COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED O O O a--+ SP ICED STRUCTURAL MEMBER: AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY � O m .4-J OL SUCH MEMBERS ARE NOT NECESSARY EL5EWHERE, AS SPECIFIED c O Co I STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES d STANDARD Q ACROSS BEARING POINT. PROVIDE (OR V.I.F. EXISTING) FRAMING REQUIREMENTS. SPLICES DIRECTLY ABOVE INDICATED POSTS/COLUMNS. 8'-O" ® STACKED POST/COLUMN: A2 (2) 2"x4" POST 572 (2) 2"x6" POST _ _ _ _ _ _ _ _ LOCATE INDICATED P05T/COLUMN BENEATH POST/COLUMN ON FLOOR ABOVE. STACKED P05T/COLUMN: p,3 (3) 2"x4" POST Bg (3) 2"xb" POST 2B LOCATE INDICATED P05T/COLUMN ABOVE POST/COLUMN ON FLOOR BELOW. A4 (4) 2"x4" P05T B4 (4) 2"xb" POST LOAD BEARING WALL (ABOVE): F - - - - = AS INDICATED BY DASHED OUTLINE. ALIGN STUDS OF BEARING WALL5 TO LAND DIRECTLY A5 (5) 2"x4" POST B5 (5) 2"xb" P05T 5B I4 0 �� UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. O38 INTERIOR LOAD BEARING WALL: 3-1/2" O.D. 50H 40 5-1/2" O.D. SCH 40 ( r_`�_l U •- AS INDICATED BY HATGHIN6. 1 5TL. COL. (ASTM `' LJ 5TL. COL (ASTM ) J AL16N STUDS OF BEARING WALL5 TO LAND DIRECTLY UPCN ''"" LLJJ AI23) BY 51M5 `� u AI23) BY 51MS U F.J. OR BEAM (WHEN APPLICABLE) BELOW. STEEL (OR EQ.) STEEL (OR EQ.) O4 HOLDOWN (IST TO 2NO FLOOR): HOLDOWN WAS PER PACE 6-003 O4G HOLDOWN (FOUNDATION TO IST FLOOR): POURED CONCRETE AND STEEL REINFORCEMENT NOTES: HOLDOWN G AS PER PAGE 0-005 z ` ONEW ATTIC ACCESS - PULL DOWN STAIR: 1. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT Q Nu' v c- 5 I. MIN. 550 # CAPACITY FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND 'Ulu 2.SIZE TO FIT MECH. EQUIP. THRU OPENING(MIN. 22"x30") DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINC5. 3.DBL. FRAMING WHEN NEW OPENING, U.O.N. 0.x 4.WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-4cl 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION INSULATION ABOVE w/WV. FR. (OR EQJ BAFFLE OR SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR V.I.F. EXIST. (5) IKO RETAINER TO PREVENT INSULATION FROM ENTERING ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER f, �� 2"x8" RIM ® V� DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 ENCOUNTERED. BOARD HDR OR -1 00 0 (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE PROVIDE NEW 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. THERMAL ENVELOPE OF BUILDING). x � 5. INSTALL AS PER MANU. SPEC.'S iv U)0 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT - 17 17 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. J � � X� 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE. NEW UN-REINFORCED P. GONG. SLAB: _ _ V.LF. EXIST �332'kb" z wQ 6 I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED CARBON STEEL RIM BOARD HDR OR 2. 6 MIL POLY VAPOR BARRIER UPON ASTMA615 GRADE 60. MM FOR SLABS DO NOT NEED TO BE MODIFIED PROVIDE NEW 3. 4" (MIN) &RAVEL BASE COATED. 0. BATHROOM #1 -i 42.'f S.F. u- u- 6B NEW REINFORCED P. GONG. SLAB: b. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS N 6 � v I. NEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. UPON SHALL BE STA66ERED. p z ? x x 0 2. 4" (MIN) GRAVEL BASE $w I 7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN pQ p dJ O PAD FOOTING (EXISTING): PLACE AT TIME OF POURING 8 MAINTAIN REQUIRED GLEARANGE5, N Q x N ® N 7A V.I.F. EXIST. 24"x24"x12" DEEP P. GONG. PAD FOOTING (MIN. COVERACE5,AND PLUMBNE55. X<(� (V SIZE), IN 600M CONDITION, BENEATH EXIST. STEEL COLUMN. 0. J w `i CONTACT ARCHITECT IF EITHER FOUND OTHERWISE. 5. CEMENT SHALL CONFORM TO ASTM 0-53 FOR STANDARD WEIGHT Z �' X O CONCRETE. 7 0. w 0 z PAD FOOTING (NEW) 3_1y 3_3 4'-P;2 2 7B NEW 24"x24"x12" DEEP P. GONG. PAD FOOTING AS PER DETAIL 4-A/401. 16 GONGETE - GOLD WEATHER POURING d CONCRETE MIXTURE 7D 7D 7A PAD FOOTING (NEW) 7B 7A 3A - 7A G TA w Q 7G NEW 50"x50"xl5" DEEP P. GONG. PAD FOOTING I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF 3cc AS PER DETAIL 5-A/401. CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE I 17 17 ca N HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. Z- PAD FOOTING (NEW) J EXIST. (3) 2"x5" EXIST. (3) 2"x5" z 7D NEW 36"x36"xl5" DEEP P. GONG. PAD FOOTING AS 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. G C DROPPED BM. DROPPED BM. 12 p = I � - - � I - (hl0 SISTERING REQ.'D) (NO SISTERINC REQ.D) PER DETAIL 6-A/401. _ I'' z 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL I I � I N Q Z O ® CONTINUOUS FOOTING (EXISTING): CONFORM TO AGI 506. SISTER I) 1.75"x7.25" � p z V.I.F. EXI5TIN6 24"xl2" DEEP P. GONG. CONTINUOUS 4. IN NO CASE SHALL CONCRETE BE PLACED,ON FROZEN GROUND/ T.J. 2.OE LVL TO EACH 51PF OF FOOTING (MIN. SIZE) IN 600D CONDITION, BEARING AT SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO v J EXIST. (5) 2"x8" DROPPED BM; MIN. 3-0" BELOW GRADE. IF FOUND OTHERWISE, TEMPERATURES WITHIN 10' F OF CONCRETE. --- -- -v - ,-- O t P.T l~.CIS?GOLJ1�!N5;�NSLrcr � r 0� /-�15 SISTER NEW 3 1.75"x7.25" IL' CONTACT ARCHITECT. - BEAM SPLICE PRESENT c0 a �D 7C T.J. 2.OE MIGROLLAM U Z CONTINUOUS FOOTING (NE4: 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. x O p REPLACE COLUMNS (PROVIDE LVL TO EXIST. F.J. 0 NEW 16"x5" DEEP P. GONG. CONTINUOUS FOOTING AS REMOVE AS REQ'D. ry 0. ®z GAP PLATE PER DETAIL 7/A-401 ® BETWEEN NEW COLUMNS (V ul 7 TO ENSURE BEARING SUPPORT ?0 C �' a PER DETAILS 10-A/401 (® FOUNDATION WALL) d ^p z ( It-IL IL tL - w 2-A/301 (® EXTERIOR MASONRY DECK). 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE z w TO FULL WIDTH OF BEAM) _ 111 ® 00 WHERE NEW FTC. ABUTS EXIST. FT6., DRILL d EPDXY PERMITTED WHEN NECESSARY. N Q �X d)X I6 �� x N O C) PIN CONT. HOR. REBAR (SIZE/COUNT PER DETAIL) w/b" 7 FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR H16HER w U1 i�`� Z w Z EMBEDMENT INTO EXIST. FT6. USING QUICKRETE o f F ® ® w 00 AND SHALL BE WITHIN 10 F OF CONCRETE TEMPERATURE. u N N HIGH-STRENGTH ANCHORING EPDXY (OR EQUAL). OSTRUCTURAL PERMAGAST COLUMN (5.000 LB5):STRUCTURAL SQUARE PERMAGAST COLUMN w/MIN. 5. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. 0. w V w O H qP V Z � 5,OoO L55 LOAD BEARING CAPACITY. BEAM q, NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE OO PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 COLUMN, AS PER MANUFACTURER SPECIFICATIONS. (A5TM 04114/04114M, TYPES G AND E). aB PERMAGAST COLUMN FOOTING (GONT. FT6.) 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT CROSS SECTIONAL \ 17 17 N PERMAGAST COLUMN UPON EXTENDED FOUND. WALL 4 FTC. AREAS EXCEED ONE 5QUARE INCH. PROVIDE ADDITIONAL (2) #5 VERT REBAR IN GONG. FOUND. - - - - - - - - - - - - - - Q o WALL BENEATH COL. d INCREASE HORIZONTAL REBAR IN 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED GONG. FTC, BY AN ADDITIONAL (1) #5 REBAR. TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS "� I SEE ALSO DETAIL a-A/401. REACHED A COMPRESSIVE STRENGTH OF 500 PSI. - - - - - - - - - - - - - - - TYPICAL P. GONG. FOOTING 8 WALL CONSTRUCTION: 14 4G 10 10 4G I PROJECT: 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. _n�� -h a$- � � '^ 2 �_. �� 10 • (2) 2"xb" P.T. 51LL PLATES w/COPPER TERMITE SHIELD �o " 4 SILL SEAL • ANCHOR BOLTS AS PER PAGE 0-003 9B • P. GONG. FOUND. WALL AS PER DETAIL 10-A/401 UPON SOIL BEARING CAPACITY NOTE: - - - - - - - - - - - QUACKENBUSH • P. GONG. FOOTING AS PER DETAIL LISTED SEPARATELY STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL I '� 0 • ASPHALTIC, . . I RENOVATION MASTIC DAMP PROOFING TO EXTERIOR BEARING CAPACITY OF 1.0 TON/5.F. • B.O. FOOTING 3'-0" BELOW GRADE MIN. - - - - - - 13 • I/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN IS 14 APPLICABLE) - - - • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / STOOPS (WHEN APPLICABLE) 1505 H IAWATHAS PATH • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET 15'-O" 5'-5" FOR HEt6H7 OF WALL 4 SLAB (WHEN APPLICABLE) SOUTHOLD, N.Y. 11971 • WHERE NEW FOUND. WALL ABUTS EXIST. FOUND WALL, DRILL 4 EPDXY PIN #5 HOR. REBAR ® 12" O.G. (SPACED VERTICALLY) w/4" EMBEDMENT INTO EXIST. FOUND. WALL U51NO QUICKRETE HIGH-STRENGTH ANCHORING DRAWING TITLE: EPDXY (OR EQUAL). -- LATERAL SUPPORT OF FLITCH BEAM PROPOSED STRUCTURAL PLAN II PROVIDE BLOCKING TO FLITCH PLATE FLUSH BEAM FROM FROF05E 7) FOUN1�AT1 ON 57RUGTURAL PLAN PARALLEL F.J. TO ENSURE ADEQUATE LATERAL BRACING OF STRUCTURAL MEMBER. OBEAM POCKET SCALE: 114" = P-O" 12 EXISTING BEAM POCKET;ENLARGE IF REQ.'D BY NEW WIDTH OF SISTERED BEAM O13 5TEPPED FOOTING PAGE: NEW FT6. TO STEP AS NEEDED TO ALIGN WITH EXIST. FT6., AS PER DETAIL 12-A/401. V.I.F. EXIST. FT6. DEPTH. TYPICAL CLOSED FOUNDATION014 ® PORGHE5 / PATIOS: I. SEE DETAILS I-A/501 8 2-A/501. • 2. ALL HORZ. SURFACES SHALL BE PITCHED 0 1:45 AWAY FROM BUILDING 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER FLA5HIN6 FROM 12" ABOVE AND ADJACENT TO SLAB, DATE: 10/1/24 13 OF 16 BED ALL FLASHING IN ASPHALTIC, MASTIC 4. PORCH /PATIO W6,LL5 OF SEPARATE POURS SHALL BE DOWELED w/#5 ® 5" O.G. VERTICAL TO EA. OTHER d TO MAIN FOUND. RAISED WALL HEIGHT 15 PROVIDE NEW 2x FRAMING ® 16" O.G. $ DOUBLE TOP PLATE UPON EXIST. TOP PLATE TO RAISE WALL CEILING HEIGHT TO !'`r V-0". CONNECT ALL EXI5TIN& 8 NEW FRAMfN6 T06ETHER w/ 51MP50N 0520 STRAPPING (OR APPROVED EQUAL) EXTERIOR WALLS 4 INTERIOR LOAD SEARING WALLS. 16 5TACKED COLUMN NOTE: IN SITUATIONS WHERE EXIST. FRAMING MEMBERS PREVENT FOUND. LEVEL COLUMN FROM BEING CONTINUOUS TO THE STACKED POST/COLUMN DIRECTLY ABOVE,PROVIDE SOLID BLOCKING AS REQ.V TO ENSURE FULL BEARING BETWEEN THE GAP PLATE d INDICATED 1=05T/COLUMN ABOVE. F 17 SOLID GMU BLOCK WALL5: . V.I.F. EXIST. GMU BLOCKS BENEATH NEW POST/COLUMN FILLED SOLID w/GROUT. IF EXIST. GMU CELLS EMPTY,FILL SOLID THROUGH TO EXIST. FT6. USING TYPE "S" GROUT. O E'� I E A L S�'I�/t 5 0 I <E� : THE ENTIRETY E Y F T E ALONG y, � " � k= THE ENTIRETY OF THE EXIST. REMAINING REAR WALL. ALL - NEW PARTIAL HEIGHT EXISTING FURRING ALONG THE REAR WALL TO REMAIN. EXISTING TO BE DEMOLISHED WOOD FRAME (L.C. STL. d Q WHEN APPLICABLE) EXISTING TO REMAIN LU NEW W FOUNDATION ALLLu NEW WOOD FRAME (L.G. �- 4 NEW (2) B2 28 NEW (2) 15 B2 B 15 f6 STL. WHEN APPLIGABLE) 2"xlO" HDR. 2"xlO" HDR �W (2) NEW( I 4 NEW (2) 2"xl0" HDR 2"xIO' HDR 2"xl0" HDR m \ l Q +-' N © M I N. (2) 2"x4" STRUCTURAL --- f - - O NEW I-HR FIRE RATED WOOD FRAM L. POST FOR 4" WALLSE (L.G. ST I WHEN APPLIGABLE) (MIN. (2) 2"xb" STRUCTURAL 0 O POST FOR 6" WALLS), U.O.N. PROP. O ' '- _ �. 0 NEW 2-HR FIRE RATED ry: WOOD FRAME (L.G. STL. I WALK-IN - BATHROOM #4 (I WHEN APPLICABLE) GL. PROPOSED O O N z I N 54 S.F. v U % v BEDROOM #5 U v I Q' .� ® v � U 0 . O z w 1401 S.F. d) O Q 2 STRUCTURAL PLAN NOTES POST 4 COLUMN DESIGNATIONS: z I iv .o cl OS POSTS 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED X ® PROP. N ® Np X ® X J` Co '� SPLICED STRUCTURAL MEMBER: AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY z BATHROOM # _ m �� z I N 4J a-' I!) SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED bo S.F. 0 ? JQ C N O C6 x, � PROPOSED U o Q CC O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES 4 STANDARD cV Z2 1 Q .- d G O ACROSS BEARING POINT. PROVIDE (OR V.I.F- EXISTING) FRAMING REOUIREMENT5. z FAMILY ROOM SPLICES DIRECTLY ABOVE INDICATED POSTS/COLUMNS. O ® �' 196 S.F. 014 A2 I ® STACKED POST/COLUMN: A2 (2) 2"x4" POST B2 (2) 2"xb" POST LOCATE INDICATED PO5T/COLUMN BENEATH PO5T/GOLUMN 2B 3B \ 5 N® 2B UP RE POST FALLS q2 ON FLOOR ABOVE. A3 NEW (2) 2,X81 I z 3 DIRECTLY TLYOARA6EBEL WALL (3) 2"x4" POST (3) 2"xb" POST DIRGTLY BELOW STACKED PO5T/COLUMN: A3 B3 --- W 2 xl0 HDR _ _ ,x --_ FLUSH BM -. 2B LOCATE INDICATED POST/COLUMN ABOVE POST/COLUMN ON FLOOR BELOW. w 2"xE0"(HDR 2" O"(HDR A2 3 2B N� 3B Q 3B A4 (4) 2 x4" POST B4 (4) 2'xb POST ^Q 3B A3 3 LOAD BEARING WALL (ABOVE): n$ 3B MOD. ( m O O AS INDICATED BY DASHED OUTLINE. Gam•• � 1 J ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY A5 (5) 2"x4" PO B5 (5) 2"xb" POST z Q 7 5•F• W (5) i.'15"x"1.25" T.J. 2.OE V N O 'T� UPON F.J. OR BEAM (WHEN APPLIGABLE) BELOW. (V I _ MICR LLAM LVL RIM_BOARD HDR N INTERIOR LOAD BEARING WALL: _ 3B 3-I/2" O.D. 5GH 40 5-I/2" O.D. 5GH 40 •AS INDICATED BY HATCHING. Q ' G STL. COL. (ASTM p 5TL. COL (ASTM ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY UPON AI23) BY 51MS � A125) BY 51M5 MODIFIED O 0 v �I n , 3B 3B PROPOSED w v p W F.J. OR BEAM (WHEN APPLICABLE) BELOW. STEEL (OR EO.) STEEL (OR EO) V p U BEDROOM #4 �p dJ O x �1� HOLDOWN (15T TO 2ND FLOOR): BEDROOM #2 � 1 dJ O 22T S.F. cV 0 dJ O ITS S.F. � x� I cV HOLDOWN 'A' AS PER PAGE 0-005 x . a x = V X- Ilu N 4G HOLD OWN (FOUNDATION TO IST FLOOR): ~3 z O HOEDOWN G' A5 PER PAGE G-003 POURED CONCRETE AND STEEL REINFORCEMENT NOTES: � ® 0 � ® I U PROPOSED ENSURE WALL z z w z STORAGE FRAMED UPON ONEW ATTIC ACCESS - PULL DOWN STAIR: I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT x m SPACE; GARAGE WALL m v I. MIN. 550 # CAPACITY FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND In DIRECTLY BELOW 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x50") DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. r•v (UNCONDITIONED) 112 S.F. 5.DBL. FRAMING WHEN NEW OPENING,U.O.N. N z 4.WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-49 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION ` -► B2 INSULATION ABOVE w/kV. FR. (OR EO) BAFFLE OR SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR p I B 52 RETAINER TO PREVENT INSULATION FROM ENTERING ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER _ DWELLING WHEN OPENED, AS PER NY5 EGG R402.2.4 ENCOUNTERED. X O lu (OMIT WHEN ATTIC, ACCESS DOES NOT PENETRATE z x I NEW (2) FNW (2) THERMAL ENVELOPE OF BUILDING). 5. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. IN 5. INSTALL AS PER MANU. SPEG.'s _ _ _ _ 4 2"xl0" HDR " HDR 4 Q 6.GON5ULT H.O. FOR PRECISE LOCATION OF ACCESS. 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT -- - - 37 -_NEW UN-REINFORCED P. GONG. SLAB: - 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE. NEW (2) NEW (5) 2"xl2" HDR NEW (2) _ 6 I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED CARBON STEEL 4 2 xl0 HDR 2 xl0 HDR 4 2. 6 MIL POLY VAPOR BARRIER UPON ASTMA615 GRADE 60. WWM FOR SLABS DO NOT NEED TO BE 5. 4" (MIN) GRAVEL BASE COATED. 6B NEW REINFORCED P. GONG. SLAB: 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS I. NEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. UPON SHALL BE STA66ERED. 2. 4" (MIN) GRAVEL BASE PAD FOOTING (EXISTING): ,. PROVIDE MECHANICAL DEVICES HOLD STEEL 4 HARDWARE IN i�izOi�OS D S GO1�D FLOOR STfi�UGTU ' � PLAN PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, "1A V.I.F. EXIST. 24"x24"x12" DEEP P. GONG. PAD FOOTING (MIN. COVERAGES, AND PLUMBNESS. SIZE), IN GOOD CONDITION, BENEATH EXIST. STEEL COLUMN. CONTACT ARCHITECT IF EITHER FOUND OTHERWISE. 6. CEMENT SHALL CONFORM TO ASTM 0-55 FOR STANDARD WEIGHT SCALE: I/4" = 1'-0" O en Z Q PAD FOOTING (NEW) CONCRETE. 0 YB NEW 24"x24"x12" DEEP P. GONG. PAD FOOTING AS PER DETAIL 4-A/401. B B CONGETE - GOLD WEATHER POURIN 4 CONCRETE MIXTURE W w G _ (Y W PAD FOOTING (NEW) a n. I. THESE 5PEGIFIGATIONS SHALL APPLY FOR THE POURING OF 7G NEW 30"x30"xlb" DEEP P. GONG. PAD FOOTING - - - - - - - - - - - � v AS PER DETAIL 5-A/401. CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE I F- I N HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. ca PAD FOOTING (NEW) 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. I I I I 0 _ �D NEW 56 x36 xlb' DEEP P. GONG. PAD FOOTING AS PER DETAIL 6-A/401. I I I I ILL 5. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL N I I v = v I I Q 6.CONFORM TO AGI 30 Z ® CONTINUOUS FOOTING (EXISTING): dJ 0 v da 0 OZ Y.I.F. EXI5TIN6 24"xl2" DEEP P. GONG. CONTINUOUS 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND/ I I ry a N I I N - FOOTIN& (MIN. SIZE) IN 600D CONDITION, BEARING AT SURFACES. FROZEN &ROUND MAY BE REMOVED OR HEATED TO <V MIN. 5'-0" BELOW GRADE. IF FOUND OTHERWISE, TEMPERATURES WITHIN 10° F OF CONCRETE. PROVIDE 51MPSON AG6 POST GAPS AT I I w ® lu CONTACT ARCHITECT. ALL POST-TO-RIDGE BEAM CONNECTIONS I I z N z I I Z CONTINUOUS FOOTING (NEW): 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. QZQ NEW I6"x6" DEEP P. GONG. CONTINUOUS FOOTING AS REMOVE AS REO'D. I I I I d a PER DETAILS 10-A/401 (® FOUNDATION WALL) 4 B LL 2-A/301 (® EXTERIOR MASONRY DECK). 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE B2 2B B2 O O WHERE NEW FT6. ABUTS EXIST. FTC,., DRILL 4 EPDXY PERMITTED WHEN NECESSARY. B B 0 00 PINGONT. HOR. REBAR (SIZE/GOUNTPERDETAIL) w/6" - - - - - - - - - - - - - - - - - - - - - - - - - - J - - - - - - - - - - - - - N u- - - - - - - - - - EMBEDMENT INTO EXIST. FT6. U51NO OUICKRETE "1. FORMWORK SHALL BE AT F MIN. TEMPERATURE E TU FOR HIGHER B - - - - - - - - - - - - - - - w O O AND SHALL BE WITHINIO° FOFGONGRETETEMPERATURE. - - - - - - - - - - - - - - - - - - - - - - - - - - - - HIGH-STRENGTH ANCHORING EPDXY (OR EQUAL). 2 E N OSTRUCTURAL PERMAGAST COLUMN (8,000 LBS): 5. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. I NEW 2"xl0" R.R. NEW 2"xl0" R.R. ( 0 5TRUGTURAL 50UARE PERMACA57 COLUMN w/MIN. I ® 16" O.G. ® 16" O.G. I v ? Ir 6,000 LES LOAD BEARING CAPACITY. BEAM q. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE u1 PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF PERMITTED TO BE ADDED TO CONCRETE MIXTURE A5 PER AGI 506 N m COLUMN, AS PER MANUFACTURER SPECIFICATIONS. (A5TM 0494/C4cl4M,TYPES G AND E). 6:12 PITCH 0 6:12 PITCH 9B PERMAGA5T COLUMN FOOTING (CONT. FTC.) 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT OR055 SECTIONAL in I V cV PERMACA5T COLUMN UPON EXTENDED PROVIDE ADDITIONAL (2) #5 VERT RREBAR IN GONG. FOUND. AREAS EXCEED ONE SQUARE INCH. 0 O O 0 I Q 0 HALL BENEATH COL. 4 INCREASE HORIZONTAL REBAR IN 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED x `fl Q I d GONG. FT6. BY AN ADDITIONAL (1) #5 REBAR. TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS Q d ® ® 0 SEE ALSO DETAIL Q-A/401. REACHED A COMPRESSIVE 5TRENOTH OF 600 PSI. TYPICAL P. GONG. FOOTING 4 WALL GON5TRUCTION: 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. nL - ] O O ( I PROJECT: 10 • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD y I- - 4 SILL SEAL IiI (V- • ANCHOR BOLTS AS PER PAGE 6-005 z ® 4"xb" P05T TO RIDGE BM. RIDGE • P. CONC. FOUND. WALL A5 PER DETAIL 10-A/401 UPON z I QUACKENBUSH SOIL BEARING CAPACITY NOTE: B5 2B BM. TO RIDGE. BD. CONNECTIONiRENOVATION • P. GONG. FOOTING AS PER DETAIL LISTED SEPARATELY I PER DETAIL 14/A-401 STRUCTURAL DESIGN OF FOOTINGS ASSUMES A 501E B3 2B I • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR BEARING CAPA017Y OF 1.0 TON/S.F. NEW (2) I.15"xll.b-15" T.J. 2.OE • B.O. FOOTING 3'-O BELOW GRADE MIN. C_ • 1/2" EXPANSION JOINT® PERIMETER OF SLAB (WHEN I I - - �L �-.- - MICROLLAM LVL RIDGE.f3M-, APPLICABLE) I NEW 2"xl0" R.R. NEW (2) I.15"xllb75" _ • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / ® I6" O.G. 52 TJ OIC LAM LVL RD I - STOOPS (WHEN APPLICABLE) II • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET 1505 HIAWATHAS PATH FOR HE16HT OF WALL 4 SLAB (WHEN APPLICABLE) I tX yy `fl ^ I SOUTHOLD, N.Y. 11971 • WHERE NEW FOUND. WALL ABUTS EXIST. FOUND WALL, -- - - - -- fA DRILL 4 EPDXY PIN #5 HOR. REBAR 0 12" O.G. (SPACE I (- - - - - - - - - - - - - - I z z D VERTICALLY) w/4" EMBEDMENT INTO EXIST. FOUND. N m x - - - - - - - � �� WALL USING GUICKRETE HH 16 -STRENGTH ANGHORIN6 DRAWING TITLE: Q ® I I 0 Qy Yy� O a EPDXY (OR EQUAL). I I �Q o� iv L X �Q i I LATERAL SUPPORT OF FLITCH BEAM aI I -�1� N �� PROPOSED STRUCTURAL PLAN II PROVIDE BLOCKING TO FLITCH PLATE FLUSH BEAM FROM PARALLEL F.J. TO ENSURE ADEQUATE LATERAL BRACING 6:12 PIT I .H 8:12 PITCH p7 OF STRUCTURAL MEMBER. I I 6:12 PITCH t�Q 6:12 PITCH �� ry * ry z 0O O12 BEAM POCKET ® ® z EXISTING 3 ®BEAM POCKET;ENLARGE IF REO.D BY NEW WIDTH X Q z NEW 2 xl0 R.R. NEW 2 xl0 R.R. OF 515TERED BEAM STEPPED FOOTING 13 NEW FTC. TO STEP AS NEEDED TO ALIGN WITH EXIST. FTC., ( I B2 B I PAGE: AS PER DETAIL 12-A/401. V.I.F. EXIST. FT6. DEPTH. I NEW 2"xl0" R.R. NEW 2"xl0" R.R. _ _ TYPICAL CLOSED FOUNDATION ® I6" O.G. ® I6" O.G. _ _ _ _ _ _ _ _ _ _ 14 ® PORCHES / PATIOS: I 2B} B El 5-:l03m0jL I. SEE DETAILS I-A/501 4 2-A/501. B2 2. ALL HORZ. 5URFAGES SHALL BE PITCHED ® 1:45 AWAY B L� _- __ __ -____ ___ i I 5:12 PITCH x 8:12 PITCH FROM BUILDING I �� w 5. FOR SLA55 ABUTTING FRAMING, INSTALL COPPER NEW 2"xl0" R.R. NEW 2"xl0" R.R. FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, e �B2 I ® 16" •-O.G z a ® 16' O.G_ B / /_ I DATE: 10 1 24 15 OF BED ALL FLASHING IN ASPHALTIC MASTIC - - - - � 4. PORCH /PATIO WALL5 OF SEPARATE POURS SHALL BE DOWELED w/#5 ® 6" O.G. VERTICAL TO EA. OTHER z`A� a z �� 4 TO MAIN FOUND. F-1 r-1 N® r'1 PROVIDE A (3)'1.5" LVL ABOVE RAISED WALL HEIGHT LJ LJ LJ AWNING WINDOWS I5 PROVIDE NEW 2x FRAMING ® 16" O.G. 4 DOUBLE TOP PLATE UPON EXIST. TOP PLATE TO RAISE WALL CEILING HEIGHT TO 113 CONNECT ALL EXISTING 4 NEW FRAMING TOGETHER w/ SIMPSON C520 STRAPPING (OR APPROVED EQUAL) ® f' " EXTERIOR WALLS 4 INTERIOR LOAD BEARING WALLS. I6 5TAGKED COLUMN NOTE: IN SITUATIONS WHERE EXIST. FRAMING MEMBERS PREVENT ,t FOUND. LEVEL COLUMN FROM BEING CONTINUOUS TO THE STACKED POST/COLUMN DIRECTLY ABOVE, PROVIDE SOLID 13LOCKIN6 A5 REG.V TO ENSURE FULL BEARING BETWEEN I �I THE GAP PLATE 4 INDICATED POST/COLUMN ABOVE. PROPOSED ROOF STRUCTURAL. FLAI `� SOLID GMU BLOCK WALLS: V.I.F. EXIST. GMU BLOCKS BENEATH NEW POST/COLUMN c „ FILLED SOLID w/GROUT. IF EXIST. GMU CELLS EMPTY, FILL SCALE: I/4„ I'-O f 50LID THROUGH TO EXIST. FT6. USIN& TYPE "S" GROUT. I� .