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Home My WebLink About47751-Z �o`OgHFFO it Town of Southold 3/16/2024 y� P.O.Box 1179 0 53095 Main Rd oy A Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45049 Date: 3/16/2024 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 2470 Rocky Point Rd.,East Marion SCTM#: 473889 Sec/Block/Lot: 31.-2-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/25/2022 pursuant to which Building Permit No. 47751 dated 4/28/2022 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory garage with unfinished unheated storage above as applied for. The certificate is issued to Planzos,Harriet of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47751 5/10/2023 PLUMBERS CERTIFICATION DATED W 0 Aut r ed i ature EFatK TOWN OF SOUTHOLD a�o`A c°ay BUILDING DEPARTMENT TOWN CLERK'S OFFICE �y • �� 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#: 47751 Date: 4/28/2022 Permission is hereby granted to: Planzos, Harriet 1582 82nd St Brooklyn, NY 11228 To: construct accessory garage as applied for. At premises located at: 2470 Rocky Point Rd.,East Marion SCTM #473889 Sec/Block/Lot# 31.-2-5 Pursuant to application dated 3/25/2022 and approved by the Building Inspector. To expire on 10/28/2023. Fees: ACCESSORY $522.40 CO-ACCESSORY BUILDING $50.00 Total: $572.40 Building Inspector rjF SOUI�oI � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q sean.devlin(aD-town.southold.ny.us Southold,NY 11971-0959 4UNT`I, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Harriet Planzos Address: 2470 Rocky Point Rd city,East Marion st: NY zip: 11939 Building Permit#: 47751 Section: 31 Block: 2 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Generation Green Electric License No: 4483ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 10 Ceiling Fixtures 8 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 1 CO2 Detectors Sub Panel 100A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 11 4'LED Exit Fixtures Sump Pump Other Equipment: 100A Sub Panel 30 Circuits / 5 Used Notes: Acc. Garage Inspector Signature: � Date: May 10, 2023 S.Devlin-Cent Electrical Compliance Form OF SO(/ThO� "` _'✓ # TOWN OF SOUTHOLD BUILDING DEPT. `ycouur+�� 631-765-1802 . INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ 7ULATION/CAULKING FRAMING/STRAPPING [ AL Aa, 6&�� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO�nN1 [ ] PRE C/O [ ] RENTAL R ARKS: [ KJ 1/oA, DATE I`i ?�D INSPECTOR SO(/Tyo6 477 5 r Z�(-10 �� o M Q� TOWN OF SOUTHOLD BUILDING DI PT. coum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ]/PRE C/O [ ] RENTAL REMARKS: OVOA i 10 �. Ntqec-L l� r Cal �r- - paol DATE INSPECTOR OF 5001y�� * # TOWN OF SOUTHOLD BUILDING DEPT. `yoou 631-765-1802 INSPECTI.ON [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING/STRAPPING [t FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: � 7 No kles& AYVI DATE INSPECTOR j� hO�aOF SOUI,yo� # * TOWN OF SOUTHOLD- BUILDING DEPT. `ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING /STRAPPING FINAL hCt.., (q"Z,,- FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: (t) OA A, -10 �✓� Q DATE INSPECTOR pE SOUIyo� # TOWN. OF SOUTHOLD BUILDING-DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATIIION/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 V ©� 6U✓ ev DATE INSPECTOR -- �. M1 �, '�:� f, � � � �� .� I { �y � ' l � �� ., � i � # I! „� ;-�, k x J � '"i � �� . '� � ' ;. ' � °:. �� !` i. �'� „�.. - ,.�i-�, � ti, ._ x .' r �' �' a� M 1 ^T " _ � r � �! � ' !, f r -- s � Ile- 7-)14 h ZOs �{1"7 S 1 i MAR 1 ')024 � p 4, I' rl �� Ir ► i Y ��' 'i. .� t _ t ..M x•� ' ' � � 1 is •A � ��} .�� .. jI \� '�' r r � ' l Y s T { ifwa 'L y`� Si. t � r ._ q- r .� ,�, ' �`� ice,. t ..: �� . ��, r T� .�- � �' � ' y .� � �. ''a r -�,�.'e ``''�+`. � � w,:�� t � , ' ' • r � , , , \ . � EC e 2 §| | . | . . . _ G,• , . ! 22 \� / �.. � . ... _. . _ � N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer August 4,2022 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road p V l5 D SoutholdNY 11971 Re: Accessory Garage AUG - 4 202� 2470 Rocky Point Road East Marion,N.Y. 11939 BUILDING DEFT. TOWN OF SOUTHOLD District-1000, Section-3 1.,Block-2, Lot-5 Building Permit Number—47751 Accessory Structure 7l Inspection—Footing and Foundation Wall On July 15 and August 2, 2022 the construction at the noted location was inspected. The inspections covered the footing and foundation wall installation for the new accessory garage structure. The inspections were completed before backfilling The inspection results are: Items inspected included footing size and wall size and reinforcement. The footing and foundation wall work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge,belief and professional judgment,construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. OF IV r s J.Mq Nicholas J.Mazzaferro,P.E. o 0 x s z o do 05909y ' A�0FES81ONP�� OCT N. J. NZAZZAFERRO., P.E. ; FUILDING DEEP e PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer October 31,2022 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Accessory Garage 2470 Rocky Point Road East Marion,N.Y. 11939 District-1000, Section-3 L,Block-2, Lot-5 Building Permit Number—47751 Accessory Structure Inspection—Framing On October 29,2022 the construction at the noted location was inspected. The inspections covered the framing for the new accessory garage structure. The areas inspected included the first and second floors of the new accessory garage. The flaming work included exterior and interior walls, floors, ceilings and roof. The inspection results are: Items inspected included lumber type/grade, lumber size, dimensional spacing, framing connections,header sizes, bearing, continuity strapping and integration with the concrete foundation. The framing work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge,belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. OF Nicholas J.Mazzaferro,P.E. r_ _ "° C CFO NO 05709$ ©� AVOFESSION0,� FIELD INSPECTION REPORT DATE COMME S, ZZ FOUNDATION(IST) 0 -------------------------------------- FOUNDATION(2ND) �z o W ROUGH FRAMING& . PLUMBING OLT� V � r INSULATION PER N.Y. 73 H STATE ENERGY CODE Q.. ITj t �! Milk^& utV ' 4 FINAL o utav4g d wok � J dCh Z f n ADDITIONAL COMMENTS 0702LO a S 23 aY33 j i l a t W& Vm; la-4 P KV - Q b 0 X � ►d H ��o�Sun1��oG� 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 For Office Use Only D E "D PERMIT NO. �5) Building Inspector: MAR 2 5 2022 Applications and forms must be filled out in their entirety. Incomplete BUILQING DEPT. applications will not be accepted. Where the Applicant is not the owner,an TOWN OPSOUTHOLD Owner's Authorization form(Page 2)shall be completed. Date:03/25/2022 OWNER(S)OF PROPERTY: Name:Tom Planzos SCTM #1000-31-02-05 Project Address:2470 Rocky Point Rd East Marion NY Phone#:917-716-8787 Email:d rplanzosag mail.com Mailing Address:7229 Shore Rd Brooklyn NY 11209 CONTACT PERSON: Name:AMP Architecture Jess Magee__ „ Mailing Address: 1075 Franklinville Rd Laurel NY Phone#:516-214-0160 Email j a ee am architect.com DESIGN PROFESSIONAL INFORMATION: Name:AMP Architecture, AnthOQy POrti110 Mailing Address: 1075 Franklinville Rd Laurel NY Phone#:516-214-0160 FLail:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED:CONSTRUCTION I@New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? Dyes RNo Will excess fill be removed from premises? ❑Yes IiNo 1 t PROPERTY INFORMATION Existing use of property:single family residence Intended use of property:sin le famil residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-4O/NC this property? DYes ®No IF YES, PROVIDE A COPY. ® Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name)-AMP Architecture Jess Magee ®Authorized Agent ❑Owner Signature of Applicant: � Dater 3/0 STATE OF NEW YORK) SS: COUNTY OF Suffolk ) AMP Architecture Jess Magee being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. BARBARA H.TANDY Sworn before me this Notary Public,State Of New York No. 01 TA6086001 Qualified In Suffolk County _day of P149r-Uh 20 as Commission Expires 01/1=171 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 i f 4 Bnildn IDepartment Application' .AUTHORIZATION. (Wher Applicant is not-ihe Otvnct): residing (Printprgperty owaer s,name) (Mailiag;lAddress)' , AST [YY2�otif._N.`( i r�r 34 do hereby authonze AMP,Archltectare, Y - --,-(Anent)- - - - - -- - w to apply'on my, behalf to^fhe' -- - Southold Buil°dins-epattirient. . 1` ,F S -7; (Owriet's sioature) (Mtej (Print Qivrier's Name) r BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD o =` Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerre-southoldtownny.aov — seanda-southoldtownny.4ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 2-12-3 2 Company Name: C-),?-c\em*oQGre- cL Electrician's Name: (\\ R 2 P License No.: q R,'� M F Elec. email: '0\y e-6\6- -6\f OOP Cf ae( C do. Elec. Phone No: (Gi\o N-CV-S( ❑1 request an email copy of Certificate of Compliance CON-\ Elec. Address.: ZGy )aE- \1 I l-�O Z JOB SITE INFORMATION (All Information Required) Name: P�Q-A ZCS Address: ZY-7 0 n �Q M--�- �E N\ou�On Iv Cross Street: Phone No.: Q G— 9-7 g Bldg.Permit#: email: d -D 7\Z0 S M0A1-CCb Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): C: C�� C{QLrCkC e- IcO Q � 5� �e l S2�v�C2 ac a e, Z G � �.f5�de 11AN) t L�,11 GF gut\e�, Z�ea�he�c� G�= ��o� ou.��etsozc� g 9 G G� pso-k� vZ. Square Footage: Circle All That Apply: _ Is job ready for inspection?: YES F NO F Rough In Final Do you need a Temp Certificate?: YES�O Issued On Temp Information: (All information required) Service Size01 Ph03 Ph Size: A #Meters Old Meter# ❑New ServiceOFire ReconnectOFlood ReconnectOService ReconnectOUnderground DOverhead # Underground Laterals 1 2 H Frame Pole Work done on Service? 0 Y RN Additional Information: PAYMENT DUE WITH APPLICATION 23 4 " / 1rt° G� � p�}-�j3� ►+�n Fp`�.�® BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD ® - Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr@southoldtownny.gov - seandna southoldtownny.cov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 2-12-3 Z Company Name: P (L-e-f Electrician's Name: Re e P License No.: H R,- r:�-- Elec. email: C'f do Elec. Phone No: (G3� 0y-L42.S ❑I request an email copy of Certificate of Compliance CON Elec. Address.: 2-66 \I �t � o� I I Z JOB SITE INFORMATION (All Information Required) Name: H06- ZOS Address: Cross Street: Phone No.: Q 7 Bldg.Permit#: 4 1 S email: d m�w\20 S MCLLC�,, Tax Map District: 1000 Section: Block: Lot: F F DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): C�� «O amp Su1es �o� bCout�et�� ga;ale, Z cre \NAg, t L{ 1 GF� e r� �� ;crux ore�s. I� s ��c`�e s, �Z 1� Square Footage: 1 S Circle All That Apply: _ ff Is job ready for inspection?: ErYES[] NO Rough InFinal Do you need a Temp Certificate?: F-1 YES F:]140 Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service[]Fire Reconnect[]Flood Reconnect}]Service Reconnect[]Underground❑Overhead # Underground Laterals 1 2 H Frame n Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATIO[�l 23 � I PERMIT H Address: Switches Outlets GFI's I 1 a Surface . 6� Sconces H H's I UC Lts Fans Fridge HW ,)Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cook-top Transfer AC AH Hood Service Amps Have Used special: -omments C`� 104 / 4✓' Lisp 7S i MAP OF DESCRIBED PROPERTY 47.28 CMONFD LOCATED AT EAST MARION, TOWN OF SOUTHOLD, CO. OF SUFFOLK, ST. OF N.Y. NOTE:WELLS WITHIN 100'OF SUBJECT PROPERTY SHOWN HEREON SCTM NO. 1000-31 - 02- 05 SCtM t.Ot 04 / I /'� DID E�,L Off- - - 81 l tf1 dA0) 0 � 3g5.l �C SCALE. 1"=30' / r "E �D N 1�009 30 S 0.0t a 4a52 WELLCAP 100'WELL O/S -' 0 3 4ll WELL-TRAP r ss m o tie .39 W U-W w `` c Ot 05 N o$O P c M N = ti' SGT 2.0 9_► Z t'c y �`� 'w • • 4;� AP-FB .4No c Z 25,0 25.0 �^ r N CRAP 47.59 29.8 ' F,o ys 60 I NG487g, CMONFD 48.74 k Q 1 y m 47�82 CRAP W O gJ 1T' 7- ®AC , •4A80 NG Ci O.25 6 It °�°, •. OLDAP 42.4 o i .4G93 NG Gp1E X 0.0 W W -' Z 0 o co T O N o �,I •. Q 40 fN .i M I •47.7147. CDAP 48.74 SHDAP I pill 8.2 C my1 FFnLEcow N w m v p �S cu r4d0p tyq j T 749so8W G 4 COAP +�r�ryo� .2 0 • �+ i 48.0708 ECAP G• I O {{ 39.48 IS tE 4B.07 CLFGP -- OF NEIw. I o •{ w cP GR Of EC C4 WELL— • O KELL,P ,i z 4TMpESH 6 EPAP46.8! NK�ENCi� cb c ° J m II s cN�N{J 381,21 _ ri d po I n 26,4 a �3 EPAP4&07 rs v C - ►� �, ING� R '.: ., eg„"�';�'' �N o09 O NOTES:AC.ASPHALT EPAP 472 R4, • '�@ c D -Bl/R "NE� ;&ss '� - r5.5s METE .;,.,:;:1�-,,:.V ''.,:.,:: :, ' f C�,I•F1' S 11 1 AP:ANGLE POINT SD24D41172 D.I. spy 4* �� '�9' BC:BEG.CURVE w; SOtM eG:BEGIN LAND SU ��:� . 50869 OLD.,BUILDING P.O. BOX 704 R GE, NY 11961 BLDR:80ULDER RNA .` CD.COMPOSITE DECK 631.849.4750 IC II I - `sPHp�T ®�WELL CAP CE: CELLAR ENTRY A GE FH:FIRE HYDRANT WOOD STAKE SET FF.FINISH FLOOR NOV (� ry ^ {� r, N • FS:FINISH SURFACE THE OFFSETS OR DIMENSIONS SHOWN HERON FROM THE PROPERTYLINES TO N O 2022 " • " �•5N GS:GAS SERVICE THE STRUCTURES ARE FOR A SPECIFIC PURPOSE&USE.THEREFORE,THEY ARE ,'. •'pGE -CONC. MONUMENT TYPICAL OH:OVERHEAD NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION 'j�� cppW HE O/S:OFFSET OF FENCES,ADDITIONAL STRUCTURES OR ANY OTHER IMPROVEMENT. TO;—N o, � +a,Y '� o� �LF�•�S SURVEYED:31 JULY2020 PCC:CONCRETE UNAUTHORZED ALTERATIONS OR ADDITIONS TO THIS SURVEY ISAVIOLA77ON OF UPDATE:09 DEC 2020 SPOT SHOTS, RO:ROOF OVER SECTION 7209 SUBDMSON 20 OF THE NEW YORK STATE EDUCATION LAW. COPIES SHED OF THIS SURVEY MAP NOT BEARING THE LANDm� 26iot�' �� CDU/C, WELL LOCATIONS SLT::•SLATE EMBOSSED SEAL SHALL NOTBE CONSIDERED TOBE VALVIDTRUE COPY IKED SEAL OR �► V UPDATE:28 AUG 2022 GAR.FND.ONLY TC:TOP OF CURB (jam TS.TOP OF STAIR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM ELEVATIONS SHOWN HEREON ARE TW.•TOP OF WALL THE SURVEY IS PREPARED, AND ON THEIR BEHALF TO THE TITLE COMPANY, GOV- • ERNMENTAGENCY AND LENDING INSTITUTION LISTED HERE ON. CERTIFICATIONS BASED UPON NAVD 88 DATUM U/C:UNDER CONST. Q j UIC UPPER LEVEL ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS p�N R UNDERGROUND UTILITIES AND NO RESPONSIBILITY IS ASSUMED BY THE UNDERSIGNED FOR ANYSURFACE, M SUB.SURFACE AERIAL EASEMENTS,SUBSURFACE UTILITIES AND/OR SEPTIC LOCATIONS BY OTHERS SCTM 1000-31-02-05 STRUCTURES IN OR OUT OF EASEMENTS IF SO PROVIDED. "S SITE PLAN HATCH KEY: Q PROPOSED BUILDING ADDITION € U ® PROPOSED ACCESSORY STRUCTURE LJJ LLJ N ® PROPOSED 2ND STORY J s j � � Z J LO 0 0 o O—QQ ,QQ 00 PROJECT LOCATION & SCOPE - FROPOSE D NE N 5 GEAR DE-TAGHEI7 OARAOr- N/ SFEGONI� STORY SITE PLAN & ZONING DATA = ' p STOR�4OE: z uj GENERAL NOTES J 00 > d' O ENERGY TABLE Z STRUCTURAL DESIGN CHARTS o �T DATA : Z ': O-00 j,QQ HOLDOWN, ANCHOR BOLT, w N o ,\\\\\\\\\\\\ \\ STRAPPING, & NAILING DETAILS RELOCATE \ .\ ° \\\. :_ \may FASTENING SCHEDULE 1Y t - / EXISTSHED � :..... ..,: •..:. a.�.:;,::,:......... .\�\,. o .c.. �I A•ce / / (DRY SLD6J � ,. ._.. _ ...,. .. \ . \. .. ;��\ 0 v O TAX MAP# 1000-31-02-05 FRAMING GRAPHICS BEAM CONNECTION PATTERNS ZONING DISTRICT R-40 / NG LOT AREA 1.1 AGREs FIREBLOCKING DETAILS �_ GofO - MAIN HOUSE #243Q4; 00i/24/71 PROPOSED FOUNDATION PLAN w Cal 1' NEP loco W,( 5T0> E V J x�LG TAW,(sue / HEALTH �,rrrtov®rur+s) Isa' -1 Gplo MIN. ARA Q O�.00 FIRST FLOOR PLAN TEST / s>� reAPP PROPOSED FIR HOLE � y . Sm POR DESCRIPTION AREA COVERAGE X FiLED UxDE / ' �.. N I � �� ARATE API'•) - PROPOSED SECOND FLOOR PLAN •� -" EXiS�P TOTAL LOT AREA 47,537.0 S.F. Z Z STORt EXISTING BUILDING 2,145.0 S.F. 4.59b (� (O BED ' `A /"I / p•P, NOV /' /- EXISTING DECK AND PORCH 1,30a.0 S.F. 2.a% PROPOSED ROOF PLAN RELocATE PROPOSED DECK 555.0 S.F. 1.1% t _ 9N11TI.RLI ,• Woo ga• 'Nr"' �/ EXIST.SHED EXIST. To eXl o o' OAL ( -/ (DRY 5LDe) -o I SLATE NeW - B.T. -� -/ RELOCATED SHED IOO.a S.F. 0.2% O ePELLrnST. / / � PROPOSED IN POOL 1,000.0 S.F. 2.195 ,Q® PROPOSED EXTERIOR ELEVATIONS ---------' PROP05ED DETACHED GARAGE 1,02 "L3 S.F. 2.290 ----------- ` EX15T.BUARIE`D /-/ /. P�JP PROPOSED CABANA (W/ � BATH) 5-16.0 S.F. 1.2Y O u /� ' TOTAL AREA OF ALL STRUCTURES bba3.2 S.F. 14.19b 1 ��' -�� MAXIMUM COVERAGE ALLOWED = 20% A-202,00 PROPOSED EXTERIOR ELEVATIONS NOW - . , .. .,. ,...., , PROPOSED COMPLIES —��' •�� BUILDING SECTION PROPOSED ROOF PLAN O I➢ i MAXIMUM HEIGHT 22' 21.71 YES b MINIMUM 51DE YARD 15.01 ICI.51 YES �C— ® ,Q® DESIGN DETAILS MINIMUM REAR YARD 15.01 15.01 YES z w MAX. SQUARE FOOTAGE 1200 S.F. 1,027.3 S.F. YES 0 0 w LLi Q PROJECT: S I TF- FLi4,N PLANZOS SCALE: 11-0" = 3O1_O11 GARAGE AP ROVED AS NOTED DATE: B.P.4 S 2470 ROCKY POINT RD. EAST MARION, NY 11939 FEE. BY: RETAIN STORM WATER PUNOFF NOTIFY BUILDING DEPARTMENT AT PURSUANT TO CHAPTER► 236 765 1802 8 AM TO 4 PM FOR THE OF THE TOWN DRAWING TITLE: FOLLOWING INSPECTIONS: CODE, ;• y 1. FOUNDATION - TWO REQUIRED fn� kA, FOR POURED CONCRETE PROJECT LOCATION & SCOPE 2. ROUGH FRAMING & PLUMBING � �; .a ��'� SITE PLAN & ZONING DATA �' .re'�' � ', � , t. .yt "+.,, t' e' '{ maw'_ 3. INSULATION $� *Ea 15 RY' °'>, 4. FINALCONSTRUCTION1 h MUST � w BE COMPLETE FOR C.O. ELECTRICAL ALL CONSTRUCTICN SHALL MEET THE INSPECTION REQUIRED I v t .., Y�f+j,4, REQUIREMENTS OF THE CODES OF NEW SUBJGT PROPERTY PAGE: YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ;.; . FF' i,•cc - '`<a. .& ''"�j;.; fit, i 't pow E .q ^ Ft_ ,{ �4 G-001m00 ALL CODES OF TRUSS P COMPLY WITH ALL LA��FD J' NEW YORK STATE: & TOWN CODES QU_RE� F a ✓,aa AS REQUIRED AND CONDITIONS OF ,y ';� I '$� . . DATE: 03/23/22 1 OF 12 � rr. a^. �- u, 7 I t 1 �YII �a-3OARD D �. , O NOT PROCEED WITH, SITE LAYOUT NOTES: TH' fRAI' 1 "c 9II'+�a UNTIL I. THIS IS AN ARCHITECTS SITE PLAN 8 IS �c�+f9�TRUSTtS IL SURVEY" s>s �. O� FOUNDATION LOCATIONSUBJECT TO VERIFICATION BY A LICENSED �. ,r § . ,,;;` ;3 ' x _ fi' :.•^ „,} „':;r,~', , � `.� C nG `n r SURVEYOR. THE INFORMATION u ' ," " f �D A, 1 HAS BEEN APPROVED. :'e� � � �a - E� R REPRESENTED ON THIS SITE PLAN 15 TO THE r, " A 5� ARCHITECTS BEST OF KNOWLEDGE. _ s <• j`"' ^ �� ' '" '7e�. Y V I ILA', x � ., ,t. R G,V 5� Ll 2. SURVEY INFORMATION WAS OBTAINED �� ii. y •add it F .i «8 x ti OCCUPANCY All ext FROM A SURVEY DATED DULY 31, 2020 OR exterior Ii h � Wi {; g tin. � ,.� � ,,� - AND PREPARED BY: &. a ��, MAR 2 5 2022 ed/ replaced r n x ..� USE IS UNLAWFUL � _ ��, h . ,� r :.g, r e a' r,. :�.':F r �;., BUILDING DEPT. _ repaired shall conform PETER A. GROBEN �„ µ..•;.,� 3 OdIIl LAND SURVEYOR ,\: s?. .. �f €' erg' TOWN O "9 (J WITHOUT CERTIFICATE to Chapter s Fsarrf+om T ...� CATS ptcr 172 P.O. BOX 704 RIDGE NY IlCibl -� '' ' � OF OCCUPANCY of the Town Code TELEPHONE: (631) 54a-4-150 ' L.OGAT I ON MAP SCALE: NTS _ CARPENTRY WOOD FRAMING MATERIAL STANDARDS GLA55 WINDOW5 AND DOOR THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE A55 E /I l\ T I O'I�I G NOTES SFEG I -I Gf�cT I ON5 I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 a BETTER (Fb = 8"I5) UNLESS OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY I. ALL GLA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. I\ Y 1"'� I�l.J OTHERWISE NOTED. PRESCRIBED HEREIN. WHEN IT CAN BE 5HOWN, AND THE AUTHORITY HAVING 2. GLASS DOORS AND WINDOW5 SHALL NOT BE INSTALLED UNTIL PROPER Q 0 IT IS THE C.oNTRAGTORS RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED BD. BOARD IN5UL. INSULATION I_ TOGETHER AT ALL TIMES. IT IS AL50 THE GONTRAGTC�12'S RESPONSIBILITY To BEAD ALL NOTES, 2 ALL LUMBER IN CRAWL 5PACE5 TO BE Ib" ABOVE SCRATCH GOAT. MAINTAIN AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR CLEARANCES ARE PROVIDED. O SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK b" MIN. FOUNDATION EXPOSURE. GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE BFE BA5E FLOOD ELEVATION INT. INTERIOR W Z 0 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT 3. ALL SLIDING CLASS DOORS, SKYLIGHTS, AND ANY GLA55 UNIT INSTALLED 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 WITHIN Ib" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 0LA55, (THIS DOCUMENT I5 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD UNLESS OTHERWISE NOTED BLD6. BUILDING I K - KIPS (1000 LB5) I. NO 'J W GENERAL PROVIDE SILL S EAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (I) 2"x6" . WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE GOUNGIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. APPLICABLE AS A DERIVED WORK). 4. ALL GLA55 UNITS SHALL B= INSTALLED IN STRICT ACCORDANCE WITH BM BEAM MANU. 5PEC.'S MANUFACTURER'S 5PEGIFICATION5 Q W APPLICABLE BUILDING DEPARTMENT. MANUFACTURER'S SPEGIFIGATIONS. 4. AT FLUSH FRAMING USE Ib CAGE METAL JOISTS HANGERS BY "TEGO" OR I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, B.O. BOTTOM OF 11 MAX. MAXIMUM Z 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. EQUAL. ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING PREFABRICATED WOOD TRUSSES, STRUCTURAL COMPOSITE LUMBER, 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL BOT. BOTTOM MECH. MEGHANIGAL O J STRUCTURE/51TE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING ENERGY CONSERVATION CONSTRUCTION CODE. J FLOORS, ROOFS, AND WALLS. RULES SPECIFIED IN 1.1 THROUGH I.B. B.O.W. BOTTOM OF WALL MIN. MINIMUM E- U.) R 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES 6. PROVIDE FLASHING PANS UNDER ALL SLIDING CLASS DOORS, WINDOWS, OR AND AUTHORITIES HAVING JURISDICTION. b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, I.I. LUMBER: ALL WDOD MEMBERS USED FOR LOAD-BEARING PURPOSES, ANY OTHER TYPE OF GLA55 UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. a) O U.O.N. G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF Ia88 O O O 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPON51BIL17Y INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL o- Lo ir OF THE OWNER/BUILDER 7. ALL BEAMS, CIR:DERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY SCREENS AND HARDWARE NEGE55ARY FOR PROPER FUNCTION OF SUCH UNITS. COL. COLUMN NYG BG NEW YORK CITY BUILDING CODE }. m WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE Z 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS b. MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE b. ALL GLASS 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLA55 CONT. CONTINUOUS O.G. -� ON CENTER O 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. 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 DBL. DOUBLE OCC. OCCUPANCY = O REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-gg. p T g. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH Z b. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE DFE DE51ON FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION Q .. W UNLESS APPROVED BY THE ARGHITEGT/ENC51hlEER• 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH J ON PAGE 6-005. GENERALLY, 5HEATHIN5 15 OF 1/2" THIGKNE55 ON WALL5 AND THE PROVISIONS OF ANSI/ALTG A i g0.1 STRUCTURAL GLUED LAMINATED THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE DIM. DIMENSION P. GONG. POURED CONCRETE J 00 TIMBERS. -1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ROOF AND 15 OF COX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, > d' 0 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED ROUGH OPENING, U-FACTOR LIGHT AREA VENT AREA AND E&RE55 D.J. DECK J015T5 PL. PLATE _Z BEFORE THE START OF FRAMING FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN CO APPLICABLE. REQUIREMENTS. _J b. DRY W WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 ELLS AS REQUIRED BY STATE AN1D LOCAL CODES. STANDARD SPECIFICATION FOR E57ABL15HINO AND MONITORING EA. EACH PLYWD i PLYWOOD Y O 11. SUB FLOORING, GENERALLY, TO BE OF 5/4" THICKNESS AND OF GDX GRADE. 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN 5TAIRWAY5 SHALL BE g. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THI5 TEMPERED 5LA55. ELEV. ELEVATION P.T. PRESSURE TREATED Z }' d' NAILING AS PER FASTENING 5GHEDULE ON PAGE C-003 AND GLUED, U.O.N. DOCUMENT, THE 60VERNIN6 BUILDING CODE AND ANY ADDITIONAL _ Q Z 1H 10. OWNER/BUILDER ARE RESPONSIBLE FOR: ALL INSPECTIONS, APPROVALS, REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 12. EXTERIOR SHEATHING TO BE COVERED WITH TYVEK' HOUSE WRAP OR II. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. EQUIP. � EQUIPMENT REQ D � REQUIRED w -� N EVALUATION REPORT. LL CERTIFICATES, GERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL APPROVED EQUAL. GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE W CO 0 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES MISSILE TEST OF ASTM Elggb AND ASTM E166b AS MODIFIED BY 2020 NYS BC EXIST. EXISTING Ri -� RISER 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY ORTILLO, RA 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET I` = Lo AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF THE REQUIREMENTS OF AN APPROVED IMPACT-RE515TANT STANDARD OR EXT. EXTERIOR RM. ROOM 0 Q PERMI551oN FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF AN51/DASMA 115. e-I J O STRUCTURAL COMPOSITE LUMBER PRODUCTS, THI5 DOCUMEN, THE 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER 12. THE ARCHITECT 15 NOT RETAINED FOR �iUPERVIVON OF THE WORK AND 15 EXCEED b SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. '-0" AND AT EVERY b'-O". 12. AS AN ALTERNATIVE TO NOTE #il ABOVE, WOOD STRUCTURAL PANELS WITH RESPONSIBLE FOR DESIGN INTENT ONLY. A THICKNESS OF NOT LF-55 THAN J" AND A SPAN OF NOT MORE THAN b' SHALL FAR FLOOR AREA RATIO STL. 1 STEEL 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, 5EE ALSO PAGE 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51NO PREFABRICATED BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 6-005. WOOD 7RU55E5 SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE F.A.V. FRESH AIR VENT 5.V. S 16 APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE MART VENT w GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL A5 SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE FF FINISHED FLOOR TBD I TO BE DETERMINED TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL . R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT NECESSARY. CONNECTED WOOD TRU55 CONSTRUCTION, THE TRU55 DESIGN DRAWING5, CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED CLASS RUBBISH, WASTE MATERIALS,TOOLS, ETC., CLEAN GLA55 AND LEAVE WORK W BROOM GLEAN. OR THE MANUFACTURER'S CODE EVALUATION REPORT. 11. PROVIDE ALL NAILING AND STRAPPING ADDRES5ED ON PAGES G-003. ON THE BUILDING. I.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL F.J. FLOOR J0I5T5 THK. THICK ~ 0 15. THE CONTRACTOR SHALL CARRY WORKMAN'5 COMPENSATION AND GENERAL Ib. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GORE. U -i LIABILITY INSURANCE. ALL SHALL GOMPLl' WITH STATE AND LOCAL CODES MEET THE PROVISIONS OF A5TM G36 SPECIFICATION FOR GYPSUM GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB WALLBOARD, A5TM 03"I SPECIFICATION FOR 6YP5UM LATH,OR ASTM 01q FOUND. FOUNDATION T.O.W. TOP OF WALL AND ORDINANCES. FLOOR SHALL NEVER EXCEED A 16" SPAN. SPECIFICATION FOR GYPSUM 5HEATHIN6 BOARD. Q 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FRGE FLOOD RESISTANT 0ON5TRUGTION ELEVATION 11 Tr TREAD THE SUS-CONTRACTORS FOR A PERIOD OF: AT LEAST ONE YEAR AFTER lei. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 1.1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL .. COMPLETION OF PROJECT. AS PER PAGE 6-005. MEET THE PROVISIONS OF ANSI/AHA A135.4 BASK HARDBOARD OF FR. FRAME TYP. TYPICAL w ANSI/AHA AL35.6 HARDBOARD SIDING. 11. THE CONTRACTOR SHALL INDEMNIFY AN::) HOLD HARMLESS THE OWNER, 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN FRPR. FIREPROOF U.O.N. UNLE55 OTHERWISE NOTED ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD 1.5 STRUCTURAL PANELS: ARCHITECT/ENGINEER, AND THEIR AGENTS ,AND EMPLOYEES FROM AND TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER FTC. FOOTING VERT. VERTICAL AGAINST ALL CLAIMS, DAMAGES, L055E5 AND EXPENSES, INCLUDING METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF I.b.l. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL '.W ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE GYP, BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD $` THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER VOLUNTARY PRODUCT STANDARD 1 (P5 1) CONSTRUCTION AND IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY H.D. HOLD DOWN w/ WITH INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, ITSELF INGLUDIN6 THE L055 OR USE RESULTING THEREFROM). (T IS CAUSED IN ETC. ANY REFERENCES C G S: ARE E REPEALED WITH P.T. PRODUCT STANDARD 2 (152) PERFORMANCE STANDARD FOR WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE HDR HEADER WD. WOOD ' CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY A. TRUSS J015T MGMILLIAN IAE MIGROLAM HNGR HANGER ZR ZONING RESOLUTION BE LIABLE REGARDLESS OF WHETHER OR 'NOT IT 15 CAUSED IN PART BY A B. GEOR6IA PACIFIC 2.OE G-P LAM 1.6.2. ORIENTED-STRAND BOARD (OSB), STRUCTURAKAFERBOAL I ORIENTED-STRAND PARTY INDEMNIFIED HEREUNDER. P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD O I IONS OF U.S. USED IN STRUCTURAL IONS SHALL MEET HOR. HORIZONTAL A. TRUSS JOIST McMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING ALL TO BE INSTALLED AS PER MANU. S ARA PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT 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 APPLICABLE CODE EVALUATION REPORTS. TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPEGIFIGATIONS, 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD TABLE R�O( -7 FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, CLIMATIC $ GEOGRAPHIC DE51GN CRITERIA APPLICABLE CODES AND GOOD PRACTICE:. DEVIATIONS FROM THE DRAWINGS 1.6.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL . AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S APPLICATIONS SHALL CONFORM TO AN51 A208.1 AND ANY ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS AUTHORIZATION OF THE AR:CHITEOVENGINEER. CODE EVALUATION REPORT. REQUIREMENTS AS SET FORTH IN THE MANUFAGTURER'5 CODE Ig. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. GROUND SNOW LOAD 25 LBS NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE LiD.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS STRUCTURAL MEMBER ALLOWABLE BASIC WIND SPEED 150 MPH PERTAINING ARE TO BE FIELD VERIFIED. OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-51XTH OF THE ACTUAL SHALL MEET THE PROVISIONS OF ANSI/AHA AIg4.1 CELLULOSIC DEFLECTION RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT FIBERBOARD OR A5TM 0206 STANDARD SPECIFICATION FOR -- 20. CONTRACTOR TO REMOVE 8 RELOCATE AS REQUIRED ALL EXISTING WORK EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED CELLULOSIC FIBER INSULATING BOARD. RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATEGORY B WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE L/I50 HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. 1.6.5. STRUCTURAL PANEL 51DINO STRUCTURAL PANEL SIDING USED IN W/ NO FINISHED CEILING ATTACHED TO RAFTERS SEISMIC DESIGN CATF60RY B 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. 24. NOTCHES IN EITHER EDGE STUDS SHALL NOT BE LOCATED IN THE DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I INTERIOR WALLS d PARTITIONS H/150 SPECIFICATIONS, UNLESS NOTED OTHERWISE=. MIDDLE ONE-THIRD OF THE STUDD LENGTH. NOTCHES IN THE OUTER THIRDS OF (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL WEATHERING SEVERE THE STUD LENGTH SHALL NOT EXCEED 259b THE ACTUAL DEPTH. BORED REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION 22. PROVIDE FIREBLOGKING AS PER NEW 'FORK ACCESSIBILITY STANDARDS. HOLES SHALL NOT EXCEED 405K OF THE ACTUAL 5T�:17 DEPTH AND THE EDGE FLOORS 8 PLASTERED CEILINGS L/360 OF THE HOLE SHALL NOT BE CLOSER THAN 5/b" TO THE EDGE OF THE STUD. REPORTS. FR05T LINE DEPTH 3'-0" 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CRO55-5EGTION.UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL ALL OTHER STRUCTURAL MEMBERS L/240 COPYRIGHT PROTECTION ACT OF IggO (AIAICPA), WHICH HAS SEVERE PENALTIES. 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. TERMITE MODERATE TO HEAVY CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, 2,2•I. SOL75: BOLTS SHALL COMPLY WITH AN5I/A5ME B 15.2.1 SQUARE AND EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 ICE BARRIER REQUIRED YES NOTES, AND TABLES ON PAGE 0-003 d 0-004. TP77. FASTENING 5GHEDULE GORES AND REFERENCE STANDARD: SPECIFIES THE REOV NAILING FOR THE 5HEATHING (ANY NAILING HEX BOLTS AND 50REW5 (INCH SERIES). EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 N I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING �2 STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 SCHEDULE). HOEDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2• LAG 5GREW5: LAG 5GREW5 OR LAG BOLTS SHALL COMPLY WITH ANSI/ z G NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK SEARWALL SYSTEM (INSTALL PER APPLICABLE DETAILS B MANU. SPEG.'s). ASME B15.2.1 SQUARE AND HEX BOLTS AND 5GREW5 (INCH SERIES). EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FIN15HF-5 L/120 � UJI STATE ENERGY CONSERVATION CONSTRUCTION CODE. HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUNDJFLOOR PLANS. 0 2.2.5. TRU55 METAL CONNECTOR PLATES: TRU55 METAL CONNECTOR PLATES 0 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN 0 WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 8 PAPER ASSOCIATION WOOD POSTING TO BE BLOCKED 50LID TO FOUND. WALL w/END GRAIN, THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS iii (AF$PA) AMERIGAN WOOD COUNCIL (AWL), TREATED WOOD B FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. STRUCTURAL DESIGN LOADS WALL w/ STEEL SHIMS 8 A MIN. 5/4 OF NON-SHRINK GROUT. / (2) 1/2" 4) ANCHOR BOLTS (4" LONG EXPANSION BOLTS 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE SECURE w 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND PLUMBING CODE. EXIST. WALLS $ 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, W POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. Ib" GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL USE LIVE LOAD DEAD LOAD a 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY o MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS GORE. HOWEVER, WHEN COLUMN OR P05TIN6 15 PART OF THE LOAD PATH FOR USE ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S EXTERIOR BALCONIES 40 psf 15 psf IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ CODE EVALUATION REPORTS. 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC STANDARD SHEARWALL HARDWARE (w/NOTED VALLI FS) 4 ANCHOR BOLTS, DECKS 40 psf 15 psf PROJECT: CODE, NFPA -70 AND 2020 NEW YORK STATE ENERGY CONSERVATION U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4 BENT PLATE b LONG 2.2.5. NAILS: NAILS SHALL COMPLY WITH A57M F I667 STANDARD p CONSTRUCTION CODE. w/b" RI5E d w/(2) 1/4"(P BOLT5 THROUGH CENTER LINE OF VERTICAL LE65 SPECIFICATION FOR DRIVEN FASTENERS: NAIL5, 5PIKE5, AND STAPLES. SET 6 DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 0-005. .6 PA55ANOER VEHICLE GARAOE5 50 psf AS PER PLAN PLANZOS 2.2 . PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES FOUNDATION, CONCRETE, AND MASONRY SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE GENERAL WIND PROTECTION CONNECTION IS 2125: 1. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE ATTICS WITHOUT STORAGE (MAX CLEAR HGT < 42") 10 psf 15 psf GARAGE ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RE51MEENTIAL APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE CONSTRUCTION;55TV 10-qq AND 2015 550 HIGH WIND EDITION WOOD FRAME 5UB-CONTRACTOR5 IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF MANUFACTURER'S GORE EVALUATION REPORTS. CONSTRUCTION THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. ATTICS WITH STORAGE (MAX CLEAR HGT > 42") 20 psf 15 psf I. A CONTINUOUS LOAD PATH BETWEEN FOOTIN05, FOUNDATION WALLS, 2.2."i. 5GREW5: 5GREW5 SHALL COMPLY WITH AN51/ASME B Ib.b.l FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UND15TURBEP 501L WOODSCREWS (INCH SERIES). ROOMS OTHER THAN 5LEEPING ROOMS 40 psf 15 psf 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT ASPHALT ROOFIN 5HINGLE5 2470 ROCKY POINT RD. INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2506 OF IBC SHALL 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (I) TON/SQ. FT., U.O.N. G I. ALL SLOPED ROOFING 5HINGLE5 SHALL BE GAF-GLA55-A ASPHALT ROOFING SLEEPING ROOMS 30 psf 15 psf BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 5HINGLE5 OR APPROVED EQUAL. EAST MARION, NY 11939 4. FOOTINGS TO REST A MIN. OF 4 O BELOW GRADE, UNLE55 STAIRS 40 psf 15 psf 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXF05ED OTHERWISE NOTED 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLE55 OTHERWISE DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE AREAS SHALL BE STAINLE55 STEEL OR HOT DIPPED GALVANIZED. 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. AND WATER BARRIER FROM EDGE OF EAVE TO 24" IN51DE EXTERIOR WALL GUARDRAILS AND HANDRAILS 200 psf 15 psf DRAWING TITLE: b. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS LINE. 8 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. GENERAL NOTES 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL UNTIL 151 TIER OF FRAMING 15 IN PLACE. 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF 12 ps? FOR ATTIC SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE CONSTRUCTION. ROOF LOADING (LIVE = GROUND SNOW LOAD) 2 psf 15 psf FOR OATH. ENERGY TABLE PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S STRUCTURAL DESIGN CHARTS 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPP051NO b. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED SPECIFICATIONS. *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" _UMBER IS SOLID WITH CONCRETE. ASGE 7-10 (MINIMUM DESIGN LOADS FOR BUILDIN65 AND OTHER STRUCTURES) LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 0-005. 5. NAILING OF ROOFING SHALL BE TO GORE. RAFTER5. b. CORROSION RESISTANT II CAGE ROOFING NAILS AND Ib GAGE STAPLES ARE PAGE: b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 25 PERMITTED DAYS OF 4,000 P.5.1., U.O.N. 1. FLOOR TO FLOOR HOLD-DOWNS TO BE: PROVIDED EVERY 45" AND EVERY T. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR I6" WITHIN 4' OF EXTERIOR CORNERS. 11. GONG. SLABS TO REST ON MIN. OF b FINE GRAVEL OR SAND WITH 2:12 PITCHES TO 4:12 PITCHES 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER G-002m00 b. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED 12 COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING b. ASPHALT 5HINGLE5 SHALL BE TESTED TO DETERMINE THE RESISTANCE OF TO THE FOUNDATION W . .WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER THE SEALANT TO UPLIFT FORGES U51NO ASTM D 6361. OF 9" AND 3"x3"xj" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RE515TANT TIES - ELECTRICAL: PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR (1) WALL TIE PER (5) 50. FT. 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM DATE: 10/25/21 BOLTS SHALL HAVE A MINIMUM EMBEDMENT 0177" IN LONGRETE/MASONRY TO 201"1 NATIONAL ELECTRIC CODE, NFPA-70 AND 2020 NEW YORK STATE 2 OF 12 FOUNDATIONS. ANCHOR BOLTS SHALL 13E LOCATED WITHIN 12 OR CORNERS 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, ENERGY CONSERVATION CONSTRUCTION CODE. AND AT SPACING NOT EXCEEDING 4' ON CENTER. MAX. 32'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. COMPLETION OF WORK. SITE WORK FROM FOOTING TO 2" ABOVE FINISH GRADE. I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA-12: I&. NO CONCRETE OR MA50NRY WORK 15 TO BE PERFORMED IN TEMPERATURES - GENERALLY,VERIFY OR PROVIDE HARD WIRED 2. VERIFY ALL GIVEN DATA ON DRAWING-6. IF THERE 15 A DISCREPANCY, OF 40°F AND FALLING, UNLE55 APPROVED BY ARGHITEOVENGINEER. NO SMOKE DETECTORS w/BATTERY BACK-UP IN: �9,CD,d RECEIVE CLARIFICATION FROM ARCHITEOVENGINEER PRIOR TO PROCEEDING. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. A. EACH SLEEPING ROOM 3. EXCAVATE AND BACK FILL FOR WORK: INDICATED ON DRAWINGS. 1-1. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY STOCKPILE TOP501L OBTAINED FROM 5TRIPPING DRIVEWAY AND BUILDING ARCHITECT/ENGINEER. B. OUTSIDE OF EACH SEPARATE SLEEPING r SITE. STOCKPILE ALL EXCAVATED MATERIALS. AREA IN THE IMMEDIATE VICINITY OF i Ib. PROVIDE BITUMINOUS JOINTS BETWEEN SLAB5 AND FOUNDATION WALLS AND THE BEDROOMS (GENERALLY THE HALLWAY) 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE WHERE EVER APPLICABLE. ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE C. EVERY LEVEL OF DWELLING - 1 FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. Iq. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTIN65 ARE TO BE A (BASMENT, FIRST FLOOR, B SECOND FLOOR, ETC.) N�A MIN. 10" DEEP PROJECTING b" ON EACH 51DE OF THE FOUNDATION WALL. 0,774�, � 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK - CONCRETE 5LA65 TO HAVE bxb 10/10 WELDED WIRE REINFORCING. �OF IN ''� 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED AS IN SOLID d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16' WIDE x b" DEEP 4 3'-0" BELOW GRADE. OL,DOJ�IN DATA I L_� TYF'I GAL NA I L= I NO/S TRAFF I NO REOU I RD1 ENTS FOR FASTENING SCHEDULE A a � ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEC.'s;MANUFACTURER UFL= I FT/ SHEAR, I$ LATERAL_ N I I V1./ RES 5 I AI SCE NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS p �_ SU55TITUTION5 MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED Z (SEE PAGE 5-003 FOR STRAPPING AND NAILING REQUIREMENTS, CN AND ROUGH OPENING FRAMING REQUIREMENTS) J r-I *ALL STRAPPING TO BE V4"x 20 OAUOE** -- "51MP5ON" EQUIVALENT - 0520 (COILED STRAP) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE j T 11 *USE IOd NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) >; FASTENER SPEC. FASTENER Z HOLE)OWN 'A' HOLDOWN 1B' DESCRIPTION O z GONNEGTION A �I �I/�' /�' AND QUANTITY 5PAGIN5 � FOR NEW 4 EXIST. I `�A I L- I I `4O OR D IJ_ FOUNDATIONS \ry ROOF I$ GE I L I NO FRAM I NO I.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A Ibd O O ENDWA-L ENDWALL COMMON NAIL w/o PREBORED HOLES. 0 RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER RAFTER 0 C) 0 (3) 2x FULL (3) 2x FULL CORNER STUD AT RAFTER TO RIDGE ' 2 2.HOOD 15 ASSUMED TO BE D,F,#2 4 BTR. IN DRY USE d m HEIGHT 5TUD� CORNER STUD HEIG CONNECTION:HT STUD CONNECTED TO R.R. 2: iv SERVICE Z � CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER JOIST ONNEGTED TO TRANSFER SHEAR S.SHOULD THE HOOD IN USE PRESENT A SPLIT POTENTIAL _0 TRANSFER SHEAR "51MPSON" HDQS �h • (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL CEILING JOIST TO PARALLEL RAFTER(PAGE-NAIL) SEE PAGE 6-003 EACH LAP p HOEDOWN ANCHOR ® 2-I6d COMMON FOR STRAP - 3 8 d COMMON • . • 7!�� HOLES,SET NEW MEMBER.2-Ibd COMMON NAILS ® EA. END OF STRAP.NAIL5 ® 6" O.G. 4 LOCATIONS NOTED NAILS a 6' O.G. 4 • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED CEILING JOI5T LAPS OVER PARTITIONS (FACE-NAIL) q-16d COMMON EACH LAP Q w 10 O.G. IF BLOCKED ON PLANS 10 O.G. IF BLOCKED ,� / • • J CORNER POST FOR ROOF SLOPES UNDER 5:12 WITH G.J. G.TIES Z" 5.SEE SECTION 6 FOR ANY REG'T TO CLINCH THE NAILS(TO J 00 CORNER P05T TIGHTLY BOND THE END OF THE NAIL TO A q0" ANGLE,SEE #' ROOF SPANS OF 24 OR GREATER, GRAPHIC BELOW) COLLAR TIE TO RAFTER (PAGE-NAIL) SEE PAGE 6-003 PER TIE °SIMPSON' HDQS USE 4 8 d COMMON NAILS ® Z_ (fl 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY HOEDOWN ANCHOR ® EA. END OF STRAP FOR ROOF BLOCKING TO RAFTER (TOE-NAIL) 2-8d COMMON EACH END q SECTION 12.4-PLACEMENT OF NAILS 4 SPIKES 4 TABLE r'I LOCATIONS NOTED ° a SLOPES OF 5:12 AND GREATER. CR 4-1. `S ON PLANS ° RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END Q Z 4 a ° CFONNECTION BI WALL FRAM I NO B2 AT RAFTER TO TOP PLATE TO STUD I N � � HOLDOW �N INSTALLATION OPTIONS: CONNECTION` LO = L-I • FOR NEW P. GONG. FOUND.'s ° ° ° FOR STRAP - 5 8 d�GOMMON NAILS ® �2 TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-I6d COMMON I PER FOOT J O HOLDOWN CAST IN PLACE w/'7/5"4; THREADED ROD EA. END OF STRAP: • • WHEN IN TOWN OF 15L1P OR NAILING TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s • • sF� I • • Z/8"4' THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO ° NOTE GEOMETRY EXCEEDS THAT PERMITTED IN CONCRETE w/ "SIMPSON" SET (H15H 5TRENGTH EPDXY --- B • • MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. w t ADHESIVE), 4 FOR TEMP.'S O°F-40°F USE "SIMPSON" AT y SIMP50N # H2A (OR EQUAL) RAFTER TIE (HIGH 5TRENGTH ACRYLIC ADHESIVE) HEADER TO HEADER (PAGE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES W G.M.U. OR TOENAILING - 5 8 d COMMON NAILS U FOR EXIST. /NE .M.U. (GONG. BLOCK) USE SAME TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD FILL TOP 2 COURSES 50LID 4 CAST IN PLACE HOLDOWN w G.J. Q 16 d COMMON NAILS BOTTOM PLATE TO FLOOR JOIST, w/"I/8'� THREADED ROD CONNECTION FOR To R.R. -CONNECTION FOR BAND JOIST, AT G.J. TO G.J. CONNECTION: 2-Ibd COMMON I� PER FOOT V RA15Ea G.J.'.(WHEN ENDJOIST, or BLOCKING (PAGE-NAIL) = J APPLICABLE) FOR EA. PLATE TO STUD ABOVE +€ OR BELOW 0 J HOLDOWN 'G' HOLDOWN 'D' COMMON NAILS FOR G.J. TO G.J. - q 16 d COMMON NAILS FLOOR FRAMING Q FOR NEW 4 EXIST. FOR NEV4LY POURED ► JOIST TO SILL, TOP PLATE or 61RDER (TOE-NAIL) 4-5d COMMON PER JOIST # ` FOUNDATIONS FOUNDATION ® ONE STORY ONLY CONNECTION G1 4 G2 t (3) 2x FULL. ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-6d COMMON EACH END HEIGHT STUD CORNER STUD CONNECTED TO • p BLOCKING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END ,:�,,, :. .: • , TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY L "SIMPSON" HDQS (5) 2x FULL . ; HOLDOWN ANCHOR a 2-I6d COMMON HEIGHT STUD , G2 �"" TO STUD CONNECTION: BLOCKING TO SILL or 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® b O.G. 4 TOP PLATE (TOE-NAIL) ON PLANS 10" O.G. IF BLOCKED G I FOR 5TRAP - 3 ad COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST CORNER P05T a NAILS ® EA. END OF STRAP JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-8d COMMON PER J015T FOR EA. PLATE TO STUD ABOVE 4 OR 2-I6d COMMON BELOW - 2 16 d COMMON NAILS NAILS ® " o. BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 11 2-I6d COMMON IL PER FOOT • ° a • ROOF SHEATH I NO STRUCTURAL PANELS: INTERIOR ZONE 8d COMMON b" EDGE / 12" FIELD "SIMP50N" 5T D14RJ CONNECTION DI I$ D2 6 OGKIN6 PERIMETER EDGE ZONE g 8d COMMON b" EDGE / 6" FIELD HOLDOWN INSTALLATION OPTIOh15: • EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ 8d COMMON 4" O.G. UP TO q" RAKE OVERHANG FOR NEW P. GONG. FOUND.'s HOLDOWN CAST IN PLACE w/l/a P THREADED ROD , FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.'s + • AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NG SHEATH I NO -7/5"4) THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATE(S) CONNECTION: D2 I CONCRETE w/ " IS MPSCN" 5 T(HIGH 5TREN6TH EPDXY 17 1,2" MIN. GYPSUM WALLBOARD 5d COOLERS '1" EDGE / 10" FIELD ADHESIVE), 4 FOR TEMP.'s O°F-40°F USE "SIMP50W AT CORNER FOR S-RAF - 3 8 I — (HIGH STRENGTH ACRY'LIG ADHESIVE) ONE #4 REBAR d COMMON NAILS ® EA. SPECIFIED ON D I END OF STRAP (WRAP STRAP UNDER SILL FL) WALL SHEATH I NO FOR EXIST. / NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE + FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOLDOWN o o FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - w/-1/&"4' THREADED ROD ` _ _i6_ d COMMON NAILS STRUCTURAL PANELS bd COMMON 6" EDGE / 12" FIELD ALTERNATE CONFIGURATION - ABOVE STUD TO 6YP5U W M ALLBOAf'-D 5d COOLERS -i" EDGE / 10" FIELD E FLOOR CONNECTION w/ # LPT4 SIMP5ON (OR STRAP w/( Z Sd NAILS® EA.END NAIL= N C5/5 TRA F F I N O W 11�D O l�l/DOOR HEADER STANDARD/ALTERNATE EQUAL} ® PLATFORM TO SILL PLATES OF EA.STRAP TO ui 2 EA.J015T-(FOR FLOOR SHEATHING (SUBFLOOR) 2 ALTERNATE USE NOTATION: SIMPSON H2.5A) 0 A - NUMBER OF ad NAILS a EA. END OF 5TRAPPIN6 (2015 WFGM,TABLE 5.1,P. ISq) GONNEGTI ON E STRUCTURAL PANELS: 5 - NUMBER OF SILL STUD5-ON FLAT (DOES NOT APPLY TO DOOR5) (201a WFGM,TABLE 5.255,P. 2ql) i" or LESS: COMMON b" EDGE ,/ 12" FIELD C - NUMBER OF FULL HEIGHT KING STUDS a EA. 51DE OF HEADER (2015 WFGM,TABLE 5.250,P. 2q2; GREATER THAN I": 10d COMMON 6" EDGE ,/ 12" FIELD ALTERNATE AS PER TABLE 5.25D,P. 2q3) D - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER a EA. SIDE • I - NAILING REQUIREMENT5 ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. ui D (2015 WFGM,TABLE 3."1,P. 18q) ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL 5HEATHING NAILING IS REDUCED. Q A E - NUMBER OF JACK STUDS a EA. END OF HEADER(2015 WFGM, TABLE 5=F,P. 255) AT STUD TO FLOOR ASSEMBLY TO SILL F - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF 51LL(S) a EA. SIDE ° a PLATE(S) CONNECTION FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER G ° ° ° SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.8,P. Iql) °° a ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: a; °q ° ° a 2 - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF B E �-.. ° ° ° ° FOR STRAP - 8 d COMMON NAIL5 a EA. 5 - OR ROOFL5HEAHEING 1WgITHI 4' OF THE PERIMETER EDGE NAIL OFTHE ROOF, INCLUDING 4' ON EACH A' FASTENING SCHEDULE B ° END OF STRAP (WRAP STRAP UNDER SILL PLJ 51ME OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENT5 SHALL BE PLAIVZOS F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 201b EDITION) 4 FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - USED. GARAGE d COMMON NAILS A NOTATION ROUGH A B G D E F 6 OPNG 2470 ROCKY POINT RD. 2'-0" 2 I I I I I EAST MARION, NY 11939 4'-0" 4 1 2 2 2 2 5FL. I C I NO OF TOf" i=LeATE GABLE ENDWALL " - PROVIDE (2) 2"xIO" HDR (MIN.) U.O.N. b'-Oil 5 1 3 5 5 3 BRAGINO/57RAFFINO DRAWING TITLE: (5) - REQUIRES SILL PLATES OF 2"xb" (MIN.) TOP PLATE $LOCKING 2 FOR RAKES O OR LDOWN, ANCHOR BOLT, -7 2 3 4 4 4 SPLICE BAYS BACK a LESS PROVIDE �� LENGTH TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS 4'-0" O.G. <TOAc+EIVE RAKE O.H: STRAPPING, & NAILING DETAILS FOR WIND - EXPOSURES B4G - FOR WIND - EXPOSURES B4G - -- ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE EDBUILDING MINIMUM 5PLIGE BUILDING MINIMUM SPLICE'�a` DIMENSION (FT) LENGTH (FTJ DIMENSION (FT) LENGTH (FT) TYP. STRAP w/(5) PAGE: 5d NAILS EA.END 12'-0 " 2'-0"/2'-6" 12'-0 " 3'-o" OF EA. STRAP ANC.,H®R B®LT SFE r-., I F I r-,,A TI ONS I6-Ol: 3-0 /3-q I6-O,: 4-O ATTIC, G-003mOO 20'-0" 4'-0"/5'-0" 20'-0" 5'-0" BLOCKING 2 BAYS SPECIFICATION (2015 WFGM TABLES 3.2A 4 3.25, P. 151-160) BACK a 4'-0" O.G. CORNER � sq" — 24-O„ 4-O /5-O„ 24-O 6-O„ DATE: 10/25/21 3 OF 12 CONDITION FOR ALL STRUCTURES: 5/e"-P ANCHOR BOLTS ® 33c1" O.G. 28'-O" 5'- -3" 28'-O" • 52'-0" iv SECOND FLOOR c NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE M. CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE LENGTHS,THE NAIL SPAGIN6 SHALL BE REDUCED IN ORDER TO 40'-0" 8'-0"/10'-0.. 40'-0" II'-O" �� Q 'Ai,. C3 ' I. MIN. "1" EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS BLOCKING 2 BAYS � w/ 3" SQUARE WASHERS AND END NUT SETUP; BACK a 4'-0" O.G. (Y END :: Z GONDITIOh! 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 4 FILL .TABULATED BSPLICE LENGTHS ASSUME A BUILDING LOCATED 50-O 10-O /12-6 50-O 13-O TYp SCRAP w/(3) Q a p - TOP TWO COURSES 50LID Sd NAILS EA.END 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60-O 12-O /I5-O 60-O I6-O OF EA. STRAP a ,, , ✓ `C 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED BY H/8; FIRST FLOOR � U ',, a�� U OR REPLACED BY HOLD DOWNS FOR 5HEARWALL5 FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE '70-O 14-O '701-011 Iq-O 9 PLAN DIAGRAM OF ZONI=S — NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR I i I �OF 3. ANCHOR BOLTS ARE TO BE BETWEEN b" 4 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): 80'-O" I b'-O" 80'-O" 22'-0" FROM ENDS AND CORNERS (TWO a CORNERS) q'HALL- 1.125 (SEE DIAGRAM To LEFT) IO'HALL- 1.25 BLOCKING 2 BAYS II'WALL- 1.5'75 THI5 COLUMN w/MULTIPLIER BACK a W-O" O.G. 4. COORDINATE w/ HOLDOWN LOCATIONS 12'HALL- 1.5 FOR 10'-0"WALL - 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAMING GRAPHICS CONTINUOUS BUILT-UP GIRDERS, 5 OR t-iORE SUFFORTS (THAT EXCEED FRAMING STANDARDS, IT 15 REG'D FOR FRAMER TO HAVE A F I REBLOG< NC FOR FLATFORM NOOD FRAM I NC WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [ANC] DETAIL BOOK CONNECTION PATTERN SCHEDULE Q x. ASSEMBLY REG2uIREMENTS: (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO) AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL GORE) BETWEEN 1/6 w Z a 1/4 OF A WHEN GIRDER5 MADE UP OF JOISTS NAILED CONNECTION w N PATTERN DESCRIPTION TOGETHER 517E BY SIDE ARE CONTINUOUS OVER j r'I BLOCKING UNDER LOAD BEARING WALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE 50LE SERVES I— VA MAX.52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. w NON-LOAD BEARING WALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS a 12"o.G. P Q w >_ THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST Ix STUD SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPIN6. F- Z STUDS 5U5FLO0R B (3)ROWS IOd NAILS a 12^o.a p THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE 0 (1) Z 5UBFLOOR G (2)ROWS 1/2" m BOLTS a 12"O.G.STA65ERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE J = SOLE PLATE DBL.a ENDS TWO-PIECE BUI UP BIRDER MAX.32" PLATE SERVE AS FIRESTOPPIN6. -j ,' LT P NAILING EI-- LA � D (2)ROWS 1/2" 4a BOLTS a 16"O.C.O.c. 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE SOLE PLATE TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE JOIST SERVES AS FIRE5TOPPIN6. _ � � E (2)ROWS I/2" 0BOLTS a 24"O.G. 4i 11 1 SIDE WITH IOd NAILS, TWO NEAR EACH END OF BETWEEN 1/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE g 5. FIRESTOPPINO SHALL BE 2 INCHES OF WOOD BLOCKING CL Lo m F SC- ROWS 3-3/a°SIDE o ocK SCREWS• 12"o.C. a v4 OF A OF I6 INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. >' SCREWED ON(U SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH Z 5 (2)ROWS 3-3/b"TRUSSLOGK SCREWS• I6"O.G. P SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION, THE SOLE 0 SCREWED ON(1)SIDE OF MEMBER JOIST, OTHERS 5TA55ERED w/ A DISTANCE OF 52" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN = 0 * (2)ROWS 5-3/b"TRU55LOGK SCREWS a 24"O.G. p BETWEEN NAILS IN A HORIZONTAL LINE. j JOISTS SERVE AS FIRESTOPPING. z 4 = JOIST SCREWED ON(1)SIDE OF MEMBER THREE-PIECE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND w MAXIMUM OFFSET (2)ROWS 5°TRU55LOGK SCREWS a 12"O.C. Q JOIST DEPTH,d J 5GREWED ON BOTH BIDE OF MEMBER BUILT UP GIRDER MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS -� MATCHED SIZE OF BLOCKING P NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPIN6. J 00 (2)ROWS 5"TRUSSLOGK SCREWS a Ib"O.G. 4 FIRE5TOPPIN6 AND K PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE > d' 0 UNDER NON-LOAD BEARING SCREWED ON BOTH SIDE OF MEMBER PARTITIONS a 52" 0.0. BLOCKING STUD OTHERS STAGGERED w/ A DISTANCE OF NOT MORE 3 5. THE HEADER SERVES AS FIRE-5TOPPIN6. Z 07 (2)ROHS 5"TRUSSLOGK 5GREW5 a 24"O.C. � .G. BETWEEN 1/6 L „ SCREWED ON BOTH SIDE OF MEMBER a 1/4 OF A THAN 32 BETWEEN NAILS IN A HORIZONTAL LINE. _I DOUBLE PLATE q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL %w- " 0 BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO GE I L I NO BRAG I NO P FOUR-PIECE GIDER5 ARE TO BE A55EMLED AS 5TRINOER TO SERVE AS FIRESTOPPIN6. Z >; d' GENERAL REQU I REMENTS FOR NOTE: 4 HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED Q Z r-1 INSTALLATION OF CLINCHED NAILS GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN b"OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR _j cV a CONNECTION PATTERN'B'WHEN 10' OR LARGER P FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH LL w (fl 2.WHEN SGREWINS OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATr-LY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL Ln = r l OFFSET FASTENERS I/2"FROM ONE SIDE TO THE OTHER BUILT UP 5 GIRDERS ARE TO BE SECURELY ANCHORED TO 1RDER P HELD IN PLACE BY METAL LATH OR WIRE FABRIC. 5UCH r. m I GABLE END FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF ATE CONTINUOUSRAL BRACE a b'O.G. TRUSS MASONRY PIERS, NAILED TO WOOD POSTS OR THE VERTICAL OPENING I5 SEALED BY PLASTER ON THE CEILING J LATE O L BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE 2) 10d NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL �-' PLATFORM FRAME CONSTRUCTION 5HRINKA6E CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON 10) 8d L I O FAT E R J FOR SIDE LOADED BEAMS 00. FLUSH J E A M S> -LOCATIONS REQUIRUNG FIRESTOPPING- NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE AS FIRE5TOPPIN6. w NAILS� = FIRE- _ HOOD FIRESTOPPIN6 FIRESTOPPINS = STOPPING FIRE �-- STOPPING FIRE- FIRE- MEM5M;ZS vIAM.x s FASTENING RECOMMENDATIONS FOR 51DE-LOADED, STOPPING 5TOPPING SOLE W I. NAILS SHALL BE DRIVEN PERPENDICULAR TO MULTIPLE-PIECE MEMBERS THE MEMBER, STRAIGHT THROUGH AND BENT OVER * 5d COOLER NAILS a 10" O.G. NAILED' BOLTED' A MIN. OF (5) NAIL DIAM.'s AT A cf0° ANGLE 2 ROW5 Ibd 5 ROWS 16d 2 ROWSXa' 2 RowsX," 2 ROW5 a FIRESTOPPIER WHEN 2"x4"BLOCK NAILED TO EA.BRACE a v�rlcAL U —J w/(4) IOd NAILS COMMON COMMON BOLTS.24' BOLTS BOLTS .12'O.G. . 12"O.G., O.G.STASWERM� . I2.O.G. .W O.G. lw;' - COVERING 15 APPLIED 20 ga.STRAP To UNDERSIDE of Q &YP5UM BOARD TWO ROWS 12"O.G. THREE ROWS 12"O.G. JOISTS LOCATION LOCATION I L ON TI 2 LOCATION CATION 3 * Sd COOLER NAILS a 10"O.G. (lo) ea NAIL BEAM SELECTION w/ STD. NAILING ° ° ° ° o LOCATION 4 GTE: ENDWALL STUD5 AS NOTED IN NOTES -1 $ 5 ° ° ° ° ° NONGOMBusTOLE ALTERNATE * DENOTES ALT.FOR USE OF DRYWALL 5CREW5 ° FIRESTOPPIN6 LOCATION 4" a EDGE/12"a FIELD FULLY BLOCKED I TOP AND BOTTOM ROWS SHOULD BE 2"FROM EDGES SOLE WOOD FIRESTOPPIN6 OF GIRDERu 5GREWS a6 - V4'TYPE W OR 5 FIRESTOPPING LOCATION 5 LOCATION b 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" THO ROH5 24"O.G.STA56ERED TWO ROWS 6"O.G. , ° FROM THE TOP AND BOTTOM OF THE MEMBER EVERY BOLT MUST EXTEND THROUGH THE FULL VE ` INTERIOR STUD DETAIL THICKNESS OF THE MEMBER USE HASHERS UNDER HEAD AND NUT' O O O C O O O O O `.,n'#.. OVERLAID ROOF 5.STA66ER EACH ROW OF FASTENERS BY 12". R 0 0 0 0 0 0 0 0 o �i r SPACE NOT ATTACHMENT VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. TO BE FILLED \ NONCOMBUSTIBLE FIRE5TOPPIN6 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPIN6 '' APPROX.I INCH THICK BOTH SIDE of THE MEMBER. - 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6'O.G.OR TRIPLED FOR 4'O.G.NAIL SPAGIN6. LOCATION -1 STRAPPING w/ STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: E\ T 2 ROWS OF Ibd COMMON NAILS 02"O.G)POP.DEPfl•I'' 12"OR LESS LOCATION 8 FIRESTOPPIN6 4 8d NAILS LOCATION q a EA.END a R.R. 6.5 ROWS OF 16d COMMON NAILS(I2"O.G)FOR DEPTHS OP I4",16"4 16". LOCATION 10 FULL WIDTH 2" BLOCKING O F- - r_.,ONSTRUOT I ON DETAILS N I ND LOAD FATH CONNECTION DETAILS TOP PLAT_ DRILL 2"4) INTO ROOF INTERSECTION DETAIL DECK FOR 5TRAPPING INSTL. NOT TO SCALE XIST.OR NEW NEW R.R.SET H/ R.R.BELOW UPPER TOP PLATE LAPS 4- Lod 7 O ONTINUS LOWER TOE NAIL NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'s NEW a EX. R.R.A R.R. 5 SHOWN 1G I NG STUD PLAN VIEW NOTE: MILA * SHED" WOOD JO I S WOOD JO I ROOF,R.R. CRIPPLE STUD BLOCK I NC JOIST HANG E HEADER GENERAL REQU I REMENTS FOR z W INSTALLATION OF TOE-NAILS G I RDER/HEADE WOOD GIRDER JACK STUDS L) WOOD JOIST � MAIN MEMBER a JOIST FRAM I NC OVER WOOD G I RDER JOIST FRAMING FLUSH WITH G I RDER/HEADER TYP I GAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN a AN ANGLE OF PROJECT: APPROX. 30° H/THE MAIN MEMBER $ STARTED APPROX. )5 THE LENGTH OF THE NAIL FROM THE MEMBER END, AS SHOWN ABOVE P LA N Z OS 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN GARAGE MEMBER, FOR THI5 APPLICATION,SHALL BE AT LEAST 5IX TIMES THE DIAM. OF THE NAIL RAFTER 3. TO AVOID 5PLITTIN6,NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR GEILIN6 JOIST WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 3 TOE NAILS BOTTOM PLAT 2470 ROCKY POINT RD. IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. SUB FLOOR DOUBLE JOIST TOP PLATE EAST MARION, NY 11939 DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION PAGE: Jul I ND RESISTANT CONSTRUCT ON CONNECTORS CONNECTION LOr ATION: PART NUMBER: NOTES: G-004m ■ OO RI DOE-TO-RAFTERS C520 9 21" APPLY TO EACH PAIR OF RAFTERS RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER DATE: 10/25/21 4 OF 12 RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER PLATE-TO-WALL STUD C520 ® I8" APPLY TO EACH WALL STUD 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or G520 © 56" APPLY TO EACH WALL STUD HEADER-TO-JACK STUD CS20 @ 12 APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUDlk SHEAR WALL HOLDDOWN ANCHOR SSTBI6 APPLY TO EACH SIDEWALL END WRAP UNDER DOUBLE SILL PLATE tP IST. FLOOR-UNDER-SILL PLATE G520 (USE WITH 5" SQUARE WASHERS) F 0 liv'- USE THE FOLLOWINO OR APPROVED SIMP50N METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIE\/E MAXIMUM UPLIFT LOAD CAPACITY. a. : U NEW PARTIAL HEIGHT a ~ _ EXISTING TO BE DEMOL.I5HED W Z O WOOD FRAME (L.O. 5TL. EXISTING TO REMAIN WHEN APPLICABLE) J � W � NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q W }: W 5TL. WHEN APPLICABLE) = Z NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL O m WOOD FRAME (L.O. 5TL. P05T FOR 4" WALLS \I J H J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL V I-- Ln R P05T FOR 6" WALL5), U.O.N. IM O O NEW 2-HR FIRE RATED O O Q WOOD FRAME (L.5. 5TL. �- Lc) m WHEN APPLICABLE) Z 't m O Z � a W J J 00 FOUNDAON PLAN NOTES _Z TI TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: J O • (2) 2"xb" P.T. SILL PLATES w/ COPPER TERMITE SHIELD Z � O >; d' $ SILL SEAL Q Z x-i • ANCHOR BOLTS AS PER PAGE 6-005 N W• P. GONG. FOUND. ALL AS PER DETAIL UPON LL L W • P. GONG. FOOTING AS PER DETAIL • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR � = L Ix LO • B.O. FOOTING :3-0 BELOW GRADE MIN. O J O • 1/2" EXPANSION JOINT 0 PERIMETER OF SLAB (WHEN APPLICABLE) • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / STOOPS (WHEN APPLICABLE) • MASON TO ACc;OUNT FOR FINISH STONE ON THIN SET FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE) W — D OHOLDOWN:'D' Q m HOLDOWN AS PER PAGE G-005 Q V W F— U OI6"xW DEEP P. GONG. CONTINUOUS FOOTING = J AS PER NOTED DETAIL (TYP.) 2 2 � - - - - - - 20'-5" - - - - - - - 5'-0" OPENIN6 - - - - - -141 - - - - - - - a O NEW 4" THK. P. GONG. SLAB W/6"xb"-10/10 W.W.M. — —lk — — — — — — — — ` - - - 1 - - - - - - - - - - - - - -` - - - - - - - - O 16"xlb"xl2" POURED GONG. FTC. I a l I 3 I . I A--401 ( I I I y I I I I I s EXTEND FTC. UNDER WALL FOUNDATION 1 1 5 I 1027 5.F. N I i _ _ 4 I 2'- I I I I n o I NCONC. SLAB W/6"xb" -10/10 W.W.M. I I I 3 I I I L - - - _ � I I I W 2 �. I � — — — — — — — — — — — I 0 I 2 3 I 2 I — — — — — — — — — w t1 - - - - - - - - — - - - - - � ., J 'F- - - - - - - - - — — - - - - - - - - - - W I. f- 5 2'-I" V-O" OAR. OPEN 2'-0" 8'-0" OAR. OPEN 2'-I" I'-6" 8'-O" GAR. OPEN 22'-2" DR. PROJECT: O m ' PLANZOS — Q GARAGE 2470 ROCKY POINT RD. EAST MARION, NY 11939 DRAWING TITLE: PROPOSED FOUNDATION PLAN PROPOSED FOUNDATION PLAN SCALE: 1/4" = P-O" PAGE: A-10J. 00 DATE: 10/25/21 5 OF 12 0 AP?(,/V tp�9 3 4(' �O TF O F lyE� 0E I `tE AL 5 I �50L E"*,r : Q V _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT W N WOOD FRAME (L.C�. STL. WHEN APPLICABLE) J T1 EXISTING TO REMAIN 1- TA LLJ NEW WOOD FRAME (L.G. NEW FOUNDATION WALL a W >: STL. WHEN APPLICABLE) Z NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.0. STL. POST FOR 4" WALLS J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL F— Lo Y P05T FOR b" WALL5), U.O.N. O NEW 2-HR FIRE RATED WOOD FRAME (L.G. 57L. Lo w WHEN APPLICABLE) Z W* m O Q ' W J J 00 FLOOR PLAN NOTES Z C) DOOR NOTE: J O I. INSTALL NEW INTERIOR DOORS WHEN GALLED �i OUT ON PLANS 13Y 'JELD-WEN' (OR EQUAL). 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON PLANS 13Y 'THERMATRU' (OR EQUAL). Q Z � 5.DOOR TYPE TO SELECT W W N Cfl 4.INSTALL AS PER:MANU SPEG.'s 5.PROVIDE (2) 2"xb" HDR., U.O.N. N Lo 4.5EE PAGE 6-005 FOR ALL OTHER FRAMING ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. c-I J O OSTAIR 4 RAILINc5 NOTE: 2 I. ALL NEW STAIRS SHALL HAVE MAX. 1-5/4" RI E MIN. 10 Tr - RISERS SHALL BE CLOSED 2. 42" HIGH GUARDRAIL B SPINDLE SPACING W NOT TO ALLOPq PA55A(5E OF A 4" R SPHERE; 56 HIGH HANDRAIL 4 SPINDLE SPACING NOT TO ALLOW PASSAGE OF A 4" 0 SPHERE 5. GRIPPABLE RAIL AS PER CODE Q i � () WOOD FRAME STAIR: IT — W ® I. SEE NOTE ABO\/E FOR STAIR 4 RAILING INFO. ~ V 2.RAILIN65 SHALT_ BE WOOD OR PVC. -O q. GONG. PAD (, J OWINDOW NOTE: I. ALL NEW WINDOWS 6 DOORS SHALL BE ANDERSEN I " - 400 SERIES CASEMENT, DOUBLEHUN6, OR 6LIDIN6 (A5 NOTED); INSTALL AS PER MANU. SPEC.'S. FOR SUBSTITUTIONS, SEE NOTE #q IN "6LA55 WINDOWS AND DOORS" ON PAGE 0-002 IF CASEMENT 5'-b" VIF STAIR LOG. WINDOWS - ALL GSMNT WNDW5 SHALL HAVE E ;....::.. ,;. _ .: STRAIGHT ARM HINGE WHEN 7-T (2) 2"xIO" HDR. 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE (2 2"xT0" HDR. (2 2"x10" HDR. TILT WASH 51- - 3Qx-1Q i I WORKSHOP AREA 5.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. GL. I 3 A 3 A 4.5EE PAGE 6-005 FOR FRAMING ELEMENTS AROUND zNl O WINDOWS (GYP. FOR ALL) U.O.N. C7 x Ob I .k-4'-0" EGRESS NOTE: � ® � STORAGE XI� � ( O ® O IN COMPLIANCE WITH NEW YORK STATE BUILDING CODE, SECTION F2510.2.1;THE FOLLOWING MEANS OF EGRESS SHALL 5E FOLLOWED: (� n NET CLEAR OPENINO........... 5.71 S.F. WW „> ', v z ;•. L Z NET CLEAR HEIGFf'T............... 24' MINIMUM BEARING WALL NET CLEAR WIDTH................. 20 MINIMUM ;„ ,\ Q J z — DBL. F-I � X (DIm y- O NEW 4" THK. REINFORCED P. GONG. SLAB 3-Oi 2-O J �F �p I ® p WIC ® p O5 STRUCTURAL PE'.RMAGA5T COLUMN 8" 50UARE Tn DBL. 0 3 - GAR z I - P05T I 0 DETACHED GARAGE Q O iv GL. n a UNHEATED v n 5 �+ =N •• n UNFINISHED n I — DBL. FJ A x 17 i = N f- � dJ �x A 2 m ® O A B FJ , F _ ENTRY N 4" x ; O4 d (� — - - - - - - - - - -� I W p 01 (2) 2" e, O / \ I / \ ( I W 33-O / \ p® X LFLH N I / \ I I / \ I I / (2) q.5" LVL HDR ui �O n C1 x I _ 8'-O"W 6ARA6E DOORPO I (2) q.5" L L HDR I (2) q 5" LVL HDR ALL NEW WINDOW5 # DOORS SHALL :BE ANDERSEN; INSTALL AS PER MANU. SPEC.s. SEE PAGE 0-003 FOR NAILING 4 STRAPPING (2) 14" L — — DETAILS. 0 z' 8-O W GARAGE DOOR 8-O"W GARAGE DOOR _:". _ PROJECT: _ _.:: " \ \ \ I I C7OY G A T.....\.....:. \ \ \\.. \\ \ \ _ 4 PLANZOS -- .\\ ao`.. \ y s. EGRESS 2'-O° 8'_O° 2'_I" 1'_bu Si_On 2i_bn 007W mm Rl WINDOW DIMENSION CLEAR MODEL OPENING GARAGE TAG TYPE # , \\ ....:.:..... .. WIDTH REQ D: 20 HE16HT REQ'D:24" HEIOHi WIDTH HEIGHT OPEN REQ'D: 5."i S.F. c4v A DOUBLE HUNG TW21o310 \\ '.- !` ; 4`.-G7 2'-II " 4'-O J" 5'-l0° 22'-2" 12'-0" 2470 ROCKY POINT RD. `F0'-0" EAST MARION, NY 11939 0 0 ..v ....:: ...;...,.. ....,..\.. .. . ....:.,: = \: ,,:\. : \ ..a..:...\. �.,a.asp:: :::..... : ..... .:..... .�.• :c:�\.. .`\...q•: .\\.. �.\\.\ - - -- \ PROPOSED .: ...... ..• ...:::: .::: .\ .\ \ ��; P FLOOR PLAN 4\� DOOR o v<=. oa ('A RIA _:i ;kk \ mo TAG DESCRIPTION Al NOTES WIDTH HEIGHT \ \�\ .:\\\mac ... :.,: �\..� :.:\\o\\` U.' \�\�eagY; \\.� \p ::' \ \\\ \ \�:.. . \ ,\\\ \: . PAGE: \ ....... .:. \.,:. \ 15 l \\\ 01 SINGLE I 3'-O" "1'-O" 13, \.' .. TIM 02 51NOLE � 3'-O" '7'-0" FROPOSEr7) FIRST FLOOR FLAN DOUBLE 2-6 '7-O �� -► � .;�" DATE: 03 \ 10 25 \ LE I4 - - 21 .\ . . / I O \ \\ 6 OF\\ 12 ...\\ .a, \\ �.. ca`:: is \. .\..\ .�`.•\5..\ \\. 102-1.3 S.F.SC i�055 iz It .. ..llr L C7 \\: \ �� :xi ., \• �\ \. \\ \. \ .\ \\.. ,.c... ...... \ o\ :.: W, :y, 04 SINGLE 3'-O" 7'-O" °\; .. `I a A [-O-rl -]F- SINGLE 3'-b" i ; t ��.1111 FM v Ob Rimini .... \, \ C� SINGLE 3'-O" 7'-O° \y►\yo \ ;(/ ��C {I ..1 n t \.'mek \ \ : e. Z _t i o \ \':' .\o \'\' LOORa.. NK" 10, SEC 0-1 51NOLE 21-6" 6-g ,,. :• \O'. r.. �q�, a 7 A yp FOB= Nj G,7E NERAL <E I : Q V EXISTING TO BE DEMOLISHED � NEW PARTIAL HEIGHT LLu Z O WOOD FRAME (L.G. STL. EXISTING TO REMAIN WHEN APPLICABLE) J Lu NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q W >- STL. WHEN APPLICABLE) Z NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS J = Z WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL H Lo � F05T FOR b" WALLS), U.O.N. O 0 NEW 2-HR FIRE RATED O 0 O WOOD FRAME (L.G. STL. (L Lo ct WHEN APPLICABLE) >- * m Z . O � O QLu J FLOOR FLAN NOTES A J 00 DOOR NOTE: Z X-i J I I. INSTALL NEW INTERIOR, DOORS WHEN GALLED O OUT ON PLANS BY 'JEL.D-WEN' (OR EQUAL). 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED Z � 4 OUT ON PLANS BY 'THE:RMATRU' (OR EQUAL). Q Z V4 3. DOOR TYPE TO SELECT m J N 4.INSTALL AS PER MANU SPEC.'S LL LI (D 3. PROVIDE (2) 2"xW HD'R.,U.O.N. Lo cc ri 4.5EE PAGE 6-003 FOR ALL OTHER FRAMING 1` O In ELEMENTS AROUND DOORS (TYP. FOR ALL)U.O.N. 0 Q OSTAIR S RAILING NOTE: m m rl J O 2 I. ALL NEW STAIRS SHALL HAVE MAX.1-3/4" R1 Q 8 MIN. 10" Tr - RISERS SHALL BE CLOSED 2. 42" HIGH GUARDRAIL d SPINDLE SPACING NOT TO ALLOW PASSAGE OF A 4" 4) SPHERE; L!V 56" HIGH HANDRAIL 4 SPINDLE SPACING NOT TO ALLOW PASSAGE OF A 4" 4) SPHERE ` 3. GRIPPABLE RAIL AS PER CODE I-- U ® WOOD FRAME STAIR: W I. SEE NOTE ABOVE FOR STAIR $ RAILING INFO. H 2.RAILINGS SHALL BE WOOD OR PVC. U J OWINDOW NOTE: 1. ALL NEW WINDOWS ff DOORS SHALL BE ANDERSEN 40'-0" 400 SERIES CASEMENT,DOUSLEHUNG, OR GLIDING 15'-4" (A5 NOTED); INSTALL AS PER MANU. 5PEG.'S. FOR 5UB5TITUTION5, 5EE NOTE #5 IN "CLASS WINDOWS ! AND DOORS" ON PAGE 6-002 IF CASEMENT �•e. ,;e;, ;• WINDOWS - ALL GSMN^'r WNDW5 SHALL HAVE STRAIGHT ARM HINGE WHEN ` 2.IF DOUBLE HUNG - ALL. DBL. HUNG W ACCESS NDW5 TO BE STORAGE CL, 3 3 HATCHTILT KASH < 3.ALL GLAZING WITHIN 123 OF FF TO BE TEMP. &L. ! UNHEATED 4.5EE PAGE 6-005 FOR. FRAMING ELEMENTS AROUND to UNFINISHED WINDOW5 (TYP. FOR ALL) U.O.N. A. N EGRESS NOTE: 7 .. V GEILIN6 i IN COMPLIANCE WITH NEW YORK STATE BUILDING 3'-O" 8'14° 41_p HGT. Q1 CODE, 5EC7ION R:310.2.1;THE FOLLOWING MEANS OF EGRESS SHALL BE FOLLOWED: It — (I TI ® t 15' DOWN NET CLEAR OPENINO........... 5.1 S.F. DBL. I (2) m STORAGE NET CLEAR HEIGHT............... 24" MINIMUM POST TO- NET3 m A-4ol 2 x8 UNHEATED b' ►- V A in CLEAR W RIDGE w HDR. DBL.IDTH................. 20" MINIMUM Q UNFINISHED U O O NEW 4" THK. REINFORCED P. GONG. SLAB _I �O A 2 530.a S.F. y® P OST RIDGE I a:x O N STRUCTURAL PERMAGAST COLUMN 8" SQUARE DBL. 1 tV N N N 1 N ® POST TO i 3 m RIDGE -a — - - - - - — — — , - - - - -- — — — — — — — — — — — — — — — — — t- in / m OPEN k3 ' 5ELOW r ! 2"xb" G.T. ® Ib" O.G. c.' Z LLI I A 3 F- — — — — — — — — — — — U I W PROJECT: ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "6-003" FOR NAILING 8 STRAPPING DETAILS. P LAN ZOS \. .\\\\ ..\\•.,.. ". tee\< .� �� \... ..�\a\��....:o\' ,p.a. ' ' `�\ \\.. \ \. \ \\\ .\..\\ \.\..• o \. e � ��. .v\\. \\ \. :moo .�:. •. .�c.....:\ \\\\o..\ '�ec\o.. .:\a \. >..�\ ..��\\:, \\.. '�\\x \� \. \:. '\. .\\...: ,�\,\\ • :: : ,,. ..,,,, �\, ,....,. .,, �\ \, � \\. �: ., GARAGE ��\��: :\��` •�\�.. ,' `\ � „� EGRESS :.. ; \•:. > . `` WWO\ CLEAR \` t�[t '° WINDOW DIMENSION \a \'' TAG TYPE MODEL # o\\ a` \` . ._ n OPENING m i m i '' WIDTH REQ D: 20" 1 - \ \ a HEIGHT REGV:24" Q Q WlIT WIDTH HEIGHT \\ \ . OPEN R:EO'D: 5.1 S.F. 2470 ROCKY POINT RD. A DOUBLE HUNG TW2I0310 ,\ EAST MARION NY 11939 DRAWING TITLE: PROPOSED SECOND FLOOR PLAN lk DOOR MAT' tAht;; TAG DESCRIPTION ��,��: °� �� _�..<\ NOTES i�iZOfi�OSEI� SEGO1�I7 FLOOR PL.AI`l WIDTH HEIGHT 4 a \ \�;. PAGE: :.. ;. aw \... . .\... \\... \.:::. \.. a\`. \.. \.. . .:. ..�R�Q"�,...:..;\\\��.�.\ �;.,......_..:. �\cam.,.. ...:,\\.� \\\\\�:: \\.. �..\\ .•O�• �\�: `�\\ 4'' —103m00 Q\n__ \2. OI SINGLE 3'-OII : .: 02 SINGLE 3'-O" 7'-O" :.,. \... \.•. �\ DATE: 10/25/21 7 OF 12 :.: 03 DOUBLE 2'-b" :..i o..�\off... :,a\ ..: \ ..\��.a :. C\\oo ..\��:: \ \ \\\. �.. \. \\\\, \\ \\.. \,. \, \\.. FIRST F 0OR \. `= \ 51 04 SINGLE 3 7'-O" �► \ D M. 05 SINGLE 3-O 7-O " • O6 SINGLE 3'-OII -�1_OIIo% \ (1 .� \y :. \- � ��r .�d.'�✓v✓ iL/ �1..�.Y+ Iw,•i'+- \C. .\\ .� •:�\\\\.\..�...\ :o. \\..\\\\\�\�\ `F�' o�\. a\\\�� .a\�<:\�a .\a\`o: V' -! .�.. ..... .... .... .... .. :....�\�\\\�\o..� : \. .. �. •.\\. .. _ \\> °� fir`" >�roa��<.•:. \y�\\..� c�:.;m:..... 01 SINGLE ,,g,, '. \` 0ENERAL 5�'1 �50L <E""'' : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT — WOOD FRAME (L.G. 5TL. ~ O W Z O REMAINCN lLuuuj APPLICABLE) EXISTING TO REMAI J F— e-I NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q W 5TL. WHEN APPLICABLE) ,: Z NEW I-HR FIRE RATED ® J ' MIN. (2) 2"x4" STRUCTURAL _ WOOD FRAME (L.G. '5TL. F— J P05T FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL F— LA Y P05T FOR b" WALL5), U.O.N. 0) Q NEW 2-HR FIRE RATED O WOOD FRAME (L.G. 5TL. a- Lc) w WHEN APPLICABLE) >- I m Z O F- Z ; m Q w J J 00 Z � Cfl J � O Y < Z 1-i u- w (o LolIX � ti Ln � � O w ' U dO> _O W d � F— U _ J U J 5"x2" ALUM. Vx2" ALUM. Q DOWNSPOUT DOWNSPOUT DOWN TO 4"x5" ALUM. H16H POINT DOWN TO SPLASH GUTTER (TYP)� SPLASH GUARD ® GUARD GRADE GRADE I'-O" TYP. O.H. -Qr - vi r - - ry O 0 _OL --G.P. 2.OE LVL— — RID6E --- _— ' W(2) 1."15"xQ.S" 6.P. 2.oE LVL RID — — V T(L —IL ua r --J� ui w 11:12 PITCH =N . 11:12 PITCHL _ _— _ V —Q w ==VIEW 2"xl0" R. — 'EN 2"xl0" R.R. FW- --z — Ib" O.G. _ -- --® ®a` _ - - PROJECT: t z , � O ALUM.DN P LAN ZOS '. DOWNSPOUT DOWN TO GARAGE I SPLASH 5"x2" ALUM. ; GUARD DOWNSPOUT 4"x3" A11UM. GRADE DOWN TO 5PLASH GUTTER(TYP) GUARD GRADE 2470 ROCKY POINT RD. EAST MARION, NY 11939 DRAWING TITLE: —' PROPOSED ROOF PLAN PAGE: PROPOSED ROOF PLAN A-104mOO SCALE: 114" = I'-O" DATE: 10/25/21 8 OF 12 374 5 p� FOF NE`Ny d � ELEVATION NOTES U NEW ROOFING: O I. 5EE NOTE ® 5ECTION J rl 2. ROOFING TO MATCH EXI5T. COLOR 8 5T'(LE BY GAF (OR EQUAL) (MIN 50 YR. WARIZANTY) Q W >- ONEW SIDING 5EE NOTE ® 5EOTION Z o NEW WINDON(S) J _ >. O3 AS PER PLAN � Lo 0 NEN 5/4"x4" 'AZEK' (OR EQ.) NINDOW/DOOR CASING: I 0 : O O OO PROVIDE AT ALL NEW 8 EX15T. Ie41NDOk45/DOOR5 (T1'PJ a- U-) m Z O 5TRUCTURAL PERMACA5T COLUMN 5" SQUARE _ 0 PROVIDE CONGEALED FLASHING AT ALL ROOF z w 4 W O INTERFACES. -- Q J J 00 > It C) Z a) Cfl �12 i II — W W co I _ Lo W cr a � 0 ❑� ❑0 � � a0 � [7:1 Ell 4 ME El 1:10 FE7 a V J F1:7:1 [E7:1 [F7-1 [0 a 000 D0 0 0 0 ........... [7 El T771:3 OMED MOM ED L5 DODO a00a DODO % k �Fi NEST ELEVATION (FRONT) 5GALE: 1/4" = I'-oil z W 0 LU PROPOSED RIDGE HEIGHT ELEV. +6 7 5' —� PROPOSED 5EGOND RIDG_E ----- 0 ELEV. +66.1' PROPOSED THIRD RIDGE —�' / PROJECT: ELEV. +66.2' ----- _ _PROPOSED SECOND FL. PLANZOS GL�� j ELEV. +63.a' 12 GARAGE = 10.5 '/ 2470 ROCKY POINT RD. PROPOSED SECOND FLOOR - / EAST MARION, NY 11939 ELEV. +55A' �_-_- - F.F. DRAWING TITLE: �_-_- PROPOSED EXTERIOR ELEVATIONS PROPOSED FIRST FL. 21,0. ELEV. +54.8' ----- 2 O PAGE: A A PROD FIRST FLOOR POSE+ ------ t- 01.■ ELEV. 45.- 3 4 3 4 GRADE ELEV. +45.8 DATE: 1025 21 ' / / 9 OF 12 i� t�l. p �, SOUTH ELEVATION (RIGHT SITE) SCALE: 1/4" = 1'-0" D OS O¢ a. p U ELEVATION NOTE5 p h-' M ONEW ROOFING: W = N I I. SEE NOTE * SECTION 2. ROOFING TO MATCH EXIST. COLOR 8 STYLE G BY ' AF' TI LLI (OR EQUAL) (MIN 30 YR. WARRANTY) J � ONEW SIDING Z 2 SEE NOTE ® SECTION O Z NEW WINDOW(5) �O � 2 3 AS PER PLAN NEW 5/4"x4" 'AZEK' (OR E0.) WINDOW/DOOR LA ixCASING: 0) O O4 PROVIDE AT ALL NEW d EXIST. WINDOWS/DOORS (TYP.) O 0 O O ' O STRUCTURAL PERMAGA5T COLUMN 8" SQUARE — — O f O PROVIDE CONGEALED FLASHING AT ALL ROOF -- Z Q W INTERFACES. _ J_ 00 - - - — — — — — — Z >: �t LU co Lo m ri 4 W °O Ll = J Q C5 J 'LLL — —F.F. EAST ELEVATION (REAR) SCALE: 1/4" = 1'-0" z w O PROPOSED RIDGE HEIGHT v ELEV. +61.5' LU -----� PROPOSED SECOND RIDGE ELEV. +66.-7' ------ Q PROPOSED THIRD RIDGE ELEV. +66.2' ----- - - PROJECT: PROPOSED SECOND FL. GLO. — ELEV. +65.a' - 12 PLANZOS I°.r, - - - GARAGE lu PROPOSED SECOND FLOOR mm0 12 - 2470 ROCKY POINT RD. ELEV. +55.11' -----� z Q / sX..f4 EAST MARION, NY 11939 lu DRAWING TITLE: PROPOSED FIRST FL. CLC,. o o 4 PROPOSED EXTERIOR ELEVATIONS Fill 11-11 2 0 PAGE: PROPOSED FIRST FLOOR ELEV. +45A' -----� ■ OO GRADE �_—_— ELEV. +45.8' DATE: 10/25/21 10 OF 12 NORTH ELEVATION (LEFT 511�E) SCALE: 1/4" = 1'-0" C3 & d zi , •. tp 037, tip_ 40 T F 0F tiL' BU I LD I NO SECTION NOTES D' U Q � ONEW ROOFING NOTE (TYP.): LLJ� Z O I. INSTALL NEW ASPHALT ROOFING SHINGLES 2.INSTALL ICE AND WATER 5H[ELD FROM FASCIA UP TO TA 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS J W � OVER 5.INSTALL 15 # BUILDING FELT (U.O.N) OVER 4.1/2" GDX PLYWOOD 5HEATHIN5 (BLOCK ALL 5EAM5) Z 5. GAP SHINGLE OVER RIDGE t HIPS (AS REOV) PROPOSED RIDGE HEIGHT b.PROVIDE RIDGE VENT(AS REa'D) -------- O 'i. FLASH ALL VALLEYS ELEV. +6-i.5' J J S.INSTALL DRIP EDGE AS REO'D Lo a. INSTALL ALL AS PER MANU. SPEG.'s �_—_— � PROPOSED SECOND RIDG m_E 0 OTYPICAL ROOF $ CEILING c:,ON5TTRUGTION: ELEV. +66.1' _ RIDGE A5 PER PLANS LLo Er�---- a' • NEW ROOFING AS NOTED PROP05ED THIRD RIDGE —�� \� \ 2 • 1/2" GDX PLYWD 5HEATHIN5 (BLOGKINO ® ALL z -- ------- m PLYWD 5EAM5) ELEV. +66.2' ' Z 0 ' • R.R.,G.J., d G.T. AS NOTED ON PLANS (® 5PAN5 ____ G.J. AS ER PLANS \ _ OVER &' INSTALL "X" BRIDGING ® CENTER OF — HIx SPAN,U.o.NJ PROPOSED SECOND FL. GL� � \ \ ZQ W ELEV. +65.a' --- - �� J 12 Q�P \ \ -� 00 O TYPICAL EXTERIOR WALL C:ON5TRUGTION (TYP): 10.5 I 6Qf'F'" \ \ \ S Z � ( ) • UPON "TYVEK" HOUSE WRAP (OR EQUAL) • UPON 1/2" GDX PLYWD. 5HEATHIN5 (BLOCKINO ® �Q" \ \ �i O ALL PLYWD SEAMS) 5TAIR5 STORAGE \ \ \ Z >' • 2 xb STUDS ® Ib O.G. w/DBL. TOP PLATE UNHEATED \ \ Q Z T1 PROP05ED SECOND FLOOR UNFINISHED \ \ NEW SIDING NOTE (TYPJ: ELEV-0 . +55.a' -----� GL \ \ (D I. INSTALL NEW FIBER CEMENT LAP VDINO 5 2."TYVEK" HOUSE WRAP (OR EQUAL) �_—_— _ __ 5.INSTALL ALL AS PER MANU. SPEG.'s 4.PROVIDE ALL NECESSARY 'TRIM FOR F.J. AS PER PLANS J PROPER INSTALLATION 5. 51DIN5 5HALL EXTEND TO TOP OF PROPOSED FIRST FL. 0L GQ. 8 FOUNDATION WALL ----�'—'-- 3 ELEV. +54. W O TYPICAL SECOND FLOOR CONSTRUCTION: I. FIN15H FLOORING TO 5ELEG'r 2. 5/4" T80 GDX PLYWD. SUBFLOOR GLUED 8 SCREWED H 5. F.J. AS NOTED ON PLANS - AT SPANS OVER V 4 3 GAR - 4 U " INSTALL 'X' BRACE ® MID5PAN GARAGE W UNHEATED � I_ UNFINISHED 2 r J O NEW 4" THK. P. GONG. SLAB W 6"xb"-10/10 W.W.M. -- - PROPOSED FIRST FLOOR REINFORCEMENT AS PER DETAIL — ---- ELEV. +45.01' — � Ll I F — - -1 b Q II ELEV. +45.5' - - - - - - - - - - - - - - - - - :� — — — — — — — — — — — — — — — — — — — — — — — — — — — 2 A-401 SECT 1 ON 1 -1 /A-50 1 SCALE: 1/4" = I'-O" PROPOSED RIDGE HEIGHT w ELEV. +67.5' -----� 2 C) PROPOSED 5EGOND RIDGE ELEV. +66.11 ----------- _ �/----- Ir PROPOSED THIRD R_IDOE_ ELEV. +66.2' ui Q PROPosED SECOND FL. GL� _ _ T PROJECT: ELEV.. +65.a' R 12 QvP qs - — 10.5 — PLANZOS STAIRS GARAGE GLC5ET -12- PROPOSED 5EGOND FLOOR ELEV. +55A' Rp 2470 ROCKY POINT RD. F.J. AS PER PLANSjr—O J. A5 PE PLAN I EAST MARION, NY 11939 PROP05ED FIRST FL. 0L2, ELEV. +54.8' ----- 3 GAR GARAGE. I UNHEATED? DRAWING TITLE: ❑ � a UNFIN15HED ❑ . I BUILDING SECTION 4 - m _ 4 I PROPOSED ROOF PLAN FR.OF 0+45A FIRST FLOOR ELEV. � — % b I I PAGE: GRADE �_--- LLJ 3E INA EE, JAR ELEV. +45.8' 30J. L_ - - - 1- - - - - - - - - - - - - - - - - 4 A-4o� DATE• / /. 10 25 21 I r -I- - - - - - - - - - - - - - - - - - - 110F12 SD ARC 2 A-401 fi �i1 SEGTION 2-2 /A-301 SCALE: 1/4" = 1'-0" " ! 031"405 O 'yT�OF N��-1 0- ' U H W =) N Q w >: HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE f, Z _SPECIFIED ON SIDE OF STAIR IN ACCORDANCE w/ MANU. 5PEG.'s; PLANS AND NOT PROJECTIN6 MORE THAN 4V2" INTO - Z PITCHED METAL STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT JOIST HANGER SY bxb-IOXIO W.W.M. H Ln �c -'SIM-50N' OR EQUAL BETWEEN CENTER 0 0 SECOND FIN 1 SHED FLOOR UPPER � OF SLAB 0 00 _ \ SECURED IN PLACE LA w DURING POUR �- d' m (2) 2"xb" P.T. SILL PLATES 0 UPON SILL SEAL UPON 0 lYs" MIN. SPACE BETWEEN \ 4 POURED GONG. a I COPPER TERMITE SHIELDSLAB 0 WALL AND HANDRAIL b MIL POLY398 O.G.HOOKED5" 5OUARE WASHER s Q Lu J) ENDNUT;ALSO SEE ANCHOR BOLT s/a" PINE RISER � MOISTURE--, I�� J 00 RETARDER , - I �I a SECTION ON PAGE A-200 s/4" OAK TREAD 57AND,4RDS FOR ORIPPASLE HAND RAIL 4" GRAVEL BASE ° ° ° °j PITCH GRADE Z UPON GLEAN ° B° Y SCALE: NT5 COMPACT FILL O (I) # 5 REBAR ° I ° 8 l5" THK. (MIN) P. Z '' GROSS SECTION ' Q Z 'A q„ =�X _ CONTINUOUS a GONG. N MIN. z HANDRAIL "° GRADE BM. LL -j 0 I" ROUNDED NOSING Q CLEARANCE CIRCULAR NON-CIRCULAR <I (5,500 PSI) W/Y4" RADIUS (1) #5 REBAR (NOT INCLUDED IN 2 ® 48" O.G. a..II ° � = LO TREAD DIMENSION) I 4"-FY4" lyl (U #5 BENT NOTE: O Q y l BAR ® J 0 �2" �/4�,_2„ PERI- �4" ° IMI 4&" O.G. I. REFER TO PAGE A-200 Ih1 FOR NAILING AND MIN. METER M�'X °Ikl. ASPHALTIC �, z 5TRAPPIN6 OF ALL O I I PROOFING n1 COMPONENTS w j �N °° I � I CONTINUOUS V v W jbl Lij N / U IL-. . a' W 5TRINOER5 / R-21 _� INSULATION, IF UNDERSIDE 15 FACING d (2) #5 REBAR Q STORA6E/NON-HABITAL SPACE 5" MIN-, 570FZAOE UNDER IVY GYP. BD. ,g (WHEN APPL I GALBE) h TREATED W/xCONCILL FOR CONTACT(IF APPLICABLE) 2 SL 5FOUNDATION DETAIL FIRST FLOOR A-401.00 50ALE: 5/4" = I'-O" INTERIOR NOOD STAIR DETAIL. A-401.00 SCALE: 5/4" = I'-O" 2'-O" LAP ol TYP. ROOFING (SEE (TYP,) SECTION NOTES) TYP. ROOF CONSTRUCTION (SEE SECTION NOTES) I I 11 'SIMPSON' H2.5A p45 PAR w RAFTER TIE -----------t-- --7 0 j II G.J. AS PER PLAN w it FASCIA BOARD Q #5 REBAR (TYP) 4 11 I I I o #5 BENT REBAR (TYP) cV�- I i i I BEAM AS PER PLAN PROJECT' II I I j I I PERMAGAST NEW "SIMPSON" LU526 PLANZOS HEADER GALVANIZED JOIST CONNECTION HANGER GARAGE I I I 2470 ROCKY POINT RD. CORNER CONNECTION EAST MARION, NY 11939 DRAWING TITLE: 8" 5Q PERMAGAST DESIGN DETAILS #5 REBAR (TYP) 2'-0" LAP POST (TYP) PERMAGAST PAGE: ------__-�_-- i----h'-------- BASE j CONNECTOR I I II s __---- ------ 4" REINFORCED A40100 SLAB QJ DL #5 BENT I I; II DATE: 10/25/21 12 OF 12 O I I I REBAR (TYP) GONG. FT6. N I I I I PER PLAN II I I li I I I I I COVERED FORGH DETAIL A-401.00 SCALE: 5/4" = I'-O" C� O 'T' CONNECTION FpF N��S REBAR OVERLAP DETA I L A-401.00 SCALE: 5/4" = I'-O"