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HomeMy WebLinkAbout51234-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51234 Date: 10/01/2024 Permission is hereby granted to: John Bletsas 37-20 58th St Woodside, NY 11377 To: construct accessory structure as applied for. Premises Located at: 905 Willow Dr, East Marion, NY 11939 SCTM#22.-5-12 Pursuant to application dated 08/08/2024 and approved by the Building Inspector. To expire on 10/02/2026. Contractors: Required Inspections: FOOTING/REBAR, FOUNDATION 1ST, FRAMING/STRAPPING , PLUMBING, ELECTRICAL- ROUGH, ELECTRICAL- FINAL, DRAINAGE, FINAL, Fees: Accessory-New Structure $389.00 CO Accessory $100.00 Total S489.00 t Ildi'ng Inspector an,5tt� TOWN OF SOUTHOLD—BUILDING DEPARTMENT j Town Hall Annex 54375 Main Road P. O. Box 1 179 Southold,NY 1 1971-0959 yr Telephone (631) 765-1802 Fax (631) 765-9502 '00% APPLICATION FOR BUILDING PERMIT For Office Use Only �,F p PERMIT NO.� �... Building ector:Ins . 01 " 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. Date:08/07/24 OWNER(S)OF PROPERTY: Name:John Bletsas SCTM # 1000-22-05-12 Project Address:905 Willow Drive, East Marion Phone#:917 681 1953 Email:jble.sas@bletsasplumbing.com Mailing Address: CONTACT PERSON: Name:Brooke Epperson Mailing Address:PO Box 152, Mattituck, NY 11952 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 CONTRAC TOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: :-:]Ot h e r Accessory Structure $15,500 Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? ❑Yes *No 1 r jMFORw ..Euimtyin use ofpr, perty�. intended use of property: �`IC•0.M• �. Zone or use district in which premises is situated. Are there any covenants and restrictions with respect to property? VIDE A COPY, ES,PRO this ❑Yes o IF Y Cbeck Box After Realm The rct^irwner/contrartai/desi na pr9fessional ai resp on,s bib for ail dieanw end sty water p pme�as prrMcwdl Rey ChapW Z36 of NN1 Tarawur code. A00tA"f'IG N IS HER BY MADE to the sulleiargf Depakarxrne,aat fur the issua, a ul a Building permit porsuana to Rhi*Eluildhn6 tone Qydhrance of the Town of Southold,5",ffalk,County,NwMeW Yodk and other applicakil U`W,ordaoancaas or fReautatiw ns,for the construciion of beyrfftlrigs, addluons,rKiherations or for rixri anal ar ddmo#ltaorw as�erehl,tl scrib'qd.fhe app0r';'6 of SZMVsto crsmply wuflh"did apykcabie laws,ordin"ances,(building code", housing code and r+s r gvans an N�admit uufhorked inspectors on pre,mumes anr,rn IaorNdlra (x)for necesaarlf NrispertkorWw.n afse statemenh made hereiv'Aire as a Class ki mNsdeuncartnur p!jr suarla tad+.4'w Prw f Ail; fpia uewr r 1 State pm yet ftiunishabic— „.. Application Submitted By(pr• t name): i �� ,Q� Authorized Agent El Owner Signature of Applicant: Date: STATE OF NEW YORK) S. COUNTY Orr being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the ( ontractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this Ou _day of........ _........ 20 AZA Notary DARCEE ALIEENANGER NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION. Registration No.01A00019644 (Where the applicant is not the owner) Qualified in Suffolk County Ctrrl=Expires r 9, -06 m residing at _ o hereby authorize ... .' _,,__to apply on my behalf to the T n of Southold Building Department for approval as described herein -t nattkre Date rint Owner's ame 2 try r^.0 d-awgryb rb"w dw raW •�roxr.& i w 5rvs'aw wkw^.w aw M : 4 4 F%+W0.b..Wmn.+mxFp i .+'mwwwe dx#W,+"+rvk"A'W xpm tl" '+d'wawrnw'tW Mki tttl:ixpMu vnmsdroyMzv n" +gm."+ +FM W"+G'u wawp. .wwo-aw4i•mn'v w dKmr"u�G�dL++nwvue titi'+, wrY+abmfA'tt e w"rY 1'a'"^/nx*^av mrtw.n�w.'MCk«'�^+w"un u"tt r Rb f V+drrere nYw"+^k+x'rrvu w.+wm w anivxugq wrW A»r nm iw Wu w,w.c wmlk u'++®ta n "e,„raM xe y,,.¢4aw 't*d5i"o->Mav rm�Ad3.MYM•'dr.'uw my mm'.xw,a,wn'3 n"W Mkkrinrx"5rip aq xert n,wrrve•n n.d in wunaww xn*.vu'rta'+dd rox+wuawkNUWeo-a FB n V a'e wruw.mpp.w aVwp,C"I4 vFrA..fyrpe[Igcp h 9Gro*k•ur'w5 Frwlt vrmbr m,vmaw"w MiW"Eww 4AN,b'M"dwuw,M1 aw'ttvv.mgR k.rhw FM4MF 400 Ostrander Avenue,Riverhead,New York IMOI tal,651.l2-1.2303 Fax.631.-I2?.0144 adm1nmgoungeng Inearing.com T1r � 1peart• �raP�a�stl 1gMtaar 1 a F'rdfe lnnM"Inaer I7omel A P460vty,Lard arY490r SITE DATA W4�--E AREA=40,133 SQ.FT. •SUBDIVISION-"HIGHPOINT AT EAST MARION,SECTION I FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JAN.11,1984 AS FILE NO.7600. WAF may" 0 w �. w WO .c rQ 01 4 a Lot12 p " Subdivision- d,�.t'o 5 �`� ° CERTIFICATION e Highpoirrt at East Marion,Section 1" s` " SURVEYOR'S CER b'i",t pTM -WEHEREBYCERTIFYTO JOHN BLETSAS & MARY BLETSAS ' 1 THATWITH THE THIS SURVEY WAS PREPARED IN ACCORDANCE WI THE CODE OF g ——— 14.x ` Q� PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE Yhi �a oc 'd0 ASSOCIATION OF PROFESSIONAL LAND SURVEYORS 11 .. p a DANIE L WEAVER,N,Y.5:LS.NO 50M `".L"` SURVEY FOR 7,70HN BLETSAS & KATHY BLETSAS "HIGHPOINT AT EAST MARION,SECTION 1" LLI at East Marion,Town of Southold V Suffolk County,New York 6 n FOUNDATION LOCATION� VEY o �„�, SUR County Tax Mop nisbict 1000 se=tio 22 a orx 05 got 12 FIELD SURVEY COMPLETED AUG.01 2023 MAP PREPARED AUG.02:2M3 Record of Revisions DATE \ _ _ _.......-..��. REVISION........., ....,�...... �m..'.. LEGEND Y CC =CONCRETE CURB _ .. . $ CH =CHIMNEY ...� ...,.. ,.... ,..� ..... .. o 40, CMF =CONCRETE MONUMENT FOUND ..... . 0 ..., ..... ..... ..CMS =CONCRETE MONUMENT SET 20 40 80 120 WSF =WOOD STAKE FOUND %s =WOOD STAKE SET • =END OF DIRECTION/DISTANCE SCOIe:1"=40' JOB.O.20 24 1 OF 1 DWG.2023_p094_0094_fand"tlon_Joc -EK0T65RE65Q5'C0M---+ I THERMOZEL Instructions and User Manual for Thermozel BBQ and Pizza oven Thank you for your purchase from Rotisserie Bbqs Inc. Our products are designed to satisfy every BBQ connoisseur for years of reliable use. We strive for happy customers and stand behind our products.Thermozel is a pioneer in pizza ovens and firebrick BBQs with over 40 Years experience. Please read and understand this entire assembly and user manual,especially the safety precautions and warnings below before assembling or using the product. Safety precautions and information •Use caution and two people if required when lifting and/or moving the Warning unit to avoid back strain or back injury.Do not move the unit while it is in IMPORTANT: This grill is intended use. •DO NOT operate the unit under overhead construction if not properly for outdoor use only. Carbon vented through roof.DO NOT operate the unit near or under flammable or monoxide poisoning risk if used combustible materials,minimum clearance of 3 feet(91.4cm)is indoors. recommended,check local laws for required distance. Caution: Sharp edges •DO NOT use this appliance as a heater.This grill is intended for outdoor use only.Carbon monoxide poisoning risk if used indoors. Danger •Use caution when assembling and operating this unit to avoid Do not use gasoline or other cuts and scrapes from sharp edges. •DO NOT use this product in a manner other than its intended purpose. flammable liquids or vapors in the •DO NOT store or operate this product in an area accessible to vicinity of this appliance. children or pets.Store this unit in a dry protected location. Keep a fire extinguisher near this •DO NOT leave the unit unattended while in use. product at all times. •DO NOT leave hot ashes unattended until the grill cools completely. •DO NOT move the unit while in use or while ashes are still hot.Allow the unit to cool completely before moving or storing. •Always cook your food after the flame is burned out. •Allow the unit to cool completely before conducting any routine cleaning or maintenance. -Please determine area of the BBQ or pizza oven is safe for installation and free from flammables as there may be sparks coming out from the chimney or openings,use screens to contain embers from flying out. -High winds may cause chimney to fall,brace chimney parts. -Do not store anything flammable below the BBQ or pizza oven. -The units should be installed on a concrete slab level and flat adequate for their weight.Ground water should be directed away from the BBQ or pizza oven base as it may saturate and damage the BBQ or pizza oven. -Do not use any flammable fluids to light fire. -Installation of these units may require a machine to lift parts in place or multiple people,exercise extreme caution as these units are extremely heavy to prevent injuries or death. -Do not lift pieces from threaded rod,corners of pieces or firebricks. -Level parts if required with parging mix concrete(sand and cement only). -DO NOT use any type of silicone or anything with gluing properties to put parts together as this will not allow the unit to expand or contract which will lead to damage. -Use high heat cement and sand for the joints at the fire area.On two part charcoal floor or pizza oven cooking surface use a stove gasket rope prior to adding the high temperature cement to prevent cement from falling.Bring parts together by leaving 1/4-3/8 gap,add fire rope and then add the high heat cement mix. -BBQ or Pizza oven should be covered when not in use,after it has cooled down from previous use.Water penetration will cause damage if BBQ or pizza oven is lit when it's been exposed to rain,snow or any water.Please allow 2 to 3 days for unit to dry before firing it up after it's been exposed to water.Use charcoal,not wood,and light it gradually in order to make any moisture to evaporate. -Always light a very small fire to bring the temperature up gradually.This will make any trapped moisture/water dissipate.If you light a big fire the unit will be shocked and lead to extensive damage. -We recommend having units covered to protect them for longevity but also give you a better experience cooking outdoor sheltered from the weather.Follow all local bylaws and safety precautions for using these units.Units not covered have far less life time. -After installation allow 24 hours before use. -Pizza oven can be further insulated to hold heat for longer.Contact us for more information. Clearances Clearances apply if BBQ or pizza oven installed,gaps sealed as per manual.Periodic maintenance should be followed to maintain products and should be inspected before each use. While using this product,embers may come out from BBQ firebox and pizza ovens,this will pose a danger no matter what clearances are suggested,take this in consideration when installing products in a specific location,10 feet is recommended.For installation in a covered area,a double wall chimney class A must be used to penetrate roof. Install and maintain chimney clearance as per chimney manufacturer. Local regulations about wood-burning equipment may differ. Clearances For pizza ovens: 30"to each side,and 36"in front of the door opening oven to combustible materials. 18"top clearance from the top of the oven to combustible materials. 10"clearance from the back of the oven dome to combustible materials. 30"bottom clearance under oven to combustible materials. 18"from single wall flue to combustible materials(other types of flues non standard supplied may have different clearances) For chimney height maintain 3ft above roof and min 2ft above highest point 10 feet above chimney Clearances For BBQs: 36"to each side from firebox,and 36"in front oven to combustible materials. 18"top clearance from the top of the pyramid shaped chimney to combustible materials. 10"clearance from the back of the BBQ to combustible materials. 30"bottom clearance under BBQ firebox lower surface to building materials. 18"from single wall flue to materials.(other types of flues non standard supplied may have different clearances) For chimney height maintain 3ft above roof and min 2ft above highest point 10 feet above chimney r^ Chimney 1 h Chimney base L11 ft7l�t1+j7i111�i' Firebox rear U n, FL-am L10 Firebox side Left LB Right L9 ) �_;� " � ��3 Base side Right L2 Dace'rant Base side left L3 �``` `' �,1r,�T Fire box floor Left 1-5 Right L6 Erase rear L 1' 1 iI BBQ Assemble base first.Lift base side part with holes and hold in place. Bring back of base and insert threaded rod through side base part.Next is the front of the base and last the side. Measure diagonally to check for square, numbers should match.Tighten hardware lightly.Do not over tighten.Check for level and if all parts are flush on top.Add concrete if required and add bench top or fire floor.If its two parts leave%inch gap,add fire rope,push in%:"down and then fill gap with high heat cement. Continue with installation of other parts,make sure they are held in place while installing the other supporting parts as they are very heavy,exercise caution,injury or death may occur.Add cement where required to provide adequate base for support and level to prevent any damages. Dome Fire Floor(Shape may differ) Seal with high heat cement mix only on the outside.Do not use any type of glue or silicones. Pizza oven Lift dome carefully on bench top,make sure its centered.Seal perimeter with high heat cement on the outside only.Add any chimneys and caps,add cement in between to bond together. Oak al5aw B'l ���"r � a4��tiwa'� 13i�aihtRP'BFJ 0.0 °w IFMhI y1 I]au Pizza oven-Base Assemble base first.Lift base side part with holes and hold in place.Bring back of base and insert threaded rod through side base part.Next is the front of the base and last'the side.Measure diagonally to check for square,numbers should match. Tighten hardware lightly.Do not over tighten.Check for level and if all parts are flush on top.Add concrete if required then add bench top or fire floor and align it in position.If its two parts leave%inch gap,add fire rope,push it in%"down into the gap and then fill gap with high heat cement. CALIFORNIA PROPOSITION 65 • Fuels used in wood and charcoal burning appliances and the products of combustion of such fuels contain chemicals known to the State of California to cause cancer,birth defects or other reproductive harm. •The use of alcohol,prescription or non-prescription drugs may impair the user's ability to properly assemble and safely operate this appliance. •Some units are heavy.Two people required for safe assembly. •CAUTION: BBQ can be unstable and topple over.Take all necessary precautions. •To avoid body injury,DO NOT touch spit rod while in use or soon after use,rod can be EXTREMELY HOT. • Keep any electrical supply cords away from water or hot surfaces. • DO NOT operate with a damaged cord or plug. •Turn rotisserie motor switch to"OFF" before removing plug from outlet. • Unplug the rotisserie motor when not in use and before cleaning. • DO NOT exceed limits of the rotisserie and motor. •Glass window(if equipped)may break if lid is twisted,shocked or directly from overheating. • Keep a fire extinguisher accessible for use at all times.Refer to your local authority to determine proper size and type. •To prevent electrical shock hazard,DO NOT immerse the motor or cord in water or leave outdoors in wet conditions. Limited Warranty and Terms of sale: Rotisserie Bbqs Inc warrants this Item to be free from defects in materials and workmanship 1 year.Other warranty periods may apply to other parts such as motors.Within this period,Rotisserie Bbqs Inc will replace or repair defective parts deemed unusable from its original intent by making available the parts. Product finish is not warranted.This Limited Warranty does not apply to damage caused by abuse or use of the product for purposes other than that for which it is designed. If damage is caused by lack of proper use,assembly, maintenance or installation,accidents or natural disasters,by unauthorized attachments or modifications,or during shipment the warranty is not applicable.No other warranties are implied.Prior written approval and a return authorization must be obtained and only if not used and in original packaging. Returned items will be accepted for repair or replacement only. Returns must be shipped prepaid.Collect shipments will not be accepted. National or Local bylaws for use of this product are to be verified by buyer prior to purchase,Rotisserie Bbqs Inc assumes no responsibility nor has any knowledge to such requirements and none are implied. GROUNDING INSTRUCTIONS: Rotisserie motors may be equipped with a three-prong(grounding)plug for your protection against electrical shock hazard. It should be plugged directly into a properly grounded three-prong receptacle.DO NOT cut or remove the grounding prong from this plug.By using this motor buyer and/or person using it acknowledges that this motor is CE certified and buyer is responsible to conform to local electrical or safety laws before•use.When using an AC current rotisserie,it must be electrically grounded in accordance with local codes,or in the absence of local codes: • In the US:The National Electrical Code—ANSI-NFPA No.70—Latest Edition • In Canada:the Canadian Electrical Code—CSA C22 For questions about features,operation/performance, parts,accessories or service visit our website at: www.rotisseriebbgs.com or call us at 833-227-7748 sl�sq SITE LAYOUT NOTES: •- � ' I. THIS IS AN ARCHITECT'S SITE PLAN 4 15 > ' i a SUBJECT TO VERIFICATION BY A LICENSED r 3 �,� 1 Q SURVEYOR. THE INFORMATION REPRESENTED ON THIS SITE PLAN 15 TO THE I ; f21 �W L ElJ �. f � W ARCHITECT'S BEST OF KNOWLEDGE. _�.:y=w � � ,,.•- �,• a ,,�° J � LLJ 2. SURVEY INFORMATION WAS OBTAINED c) FROM A SURVEY DATED AUGUST 01, 2022 Q a..r (U \ AND PREPARED BY: _.. ,. — ,.,9.. _.fir .•rF,rrrnn^e,q , ', "+� !•s. ,•.� 1.",,;.qM1, •l..•2 r r:, •^,.,.,^ � ' � �y[1, �, v. � • ..�. u.r `y 1 5`T .�•,� V J SGALIGE LAND SURVEYING r �, ^,' ' S'� - 1 _'�, , ;, '� .',+ , < �i w r r" *•,ir C O JA50N D LEADINGHAM `; ` +F. ' r a yLA•'<•,, _ O N.Y. STATE LAND SURVEYOR t {g :l -.'` ° R "r�r +" '' d y��F `- cyy r~ •. ✓ . rN. 7yC _. 9 4' LL 1 (D yy A� ..''h `P•` ' ' :d u !� LIG. 050'i3b �,,f. .:.r •, :` , '. ,' YY „ �4 a�,. ,�{`Y_ r�5� .r! 3 p 07 z TELEPHONE: (651) c151-2400 '. :�-..''" )� * .•`µ O OI 4 .,� v '•.� a * ad r'J` ,f y�•�~w.' /��l �/ /r��� j .p v at/ ' r 'ir .,< 1— x z \�! ..�..ar�e m�e✓Jd ' "w Q O 0 4 PROPOSED 8' WIDE ,r•- ! x' a •. ,0. � t d•�. �. :�. m Cfl co DRYWELL MIN. 5' FROM F �Y:;., y �� ...i'' i" `' , �, CV a-, PROPERTY LINES AND 10'-0" " �' ++ t' 4 t � '?� ;. FROM FOOTINGS ' \ \ I � � '•tr^ 4•�n' '.r x�'.'^�, •�., �'a�, al(,l�i :'�"'•7. 9p 'a,,`i ^�«- �ti-mot^ `A'n�,, r'"�',• ,V ' t' h`�, •7 .L• � , `+i y ) 9 ,. .t.'tea- ,:. .Pr..d'9J M Yv ..t. //^�, ` \\�� ` i, Y " �+ f'' ,r�P�•,f� r3 ( = w.k.; i'�p �1 �!'i` " ,rnx`L_i. I, "' 'es 't 1 r ' { J�,+"•a'r W \ 0 F.� .; � .. .�. r�' , �,.R f&,- '•o ,;.."= �' '9'•k, .. `,,, ,. - .�'"°:f ',..,rra'fi•;cM 1/"r(+ .;'',:•'�� � tl s; ,���� I� / PROP. t D.W. r ,. �T' ' `i \ (SINK `� 1ST' .a SUBJECT PROPERTY :w n .�, 4J e s+ a ONLY) :s, a'M +' S"ifr �+ ! "4' FN Dr-' a "a <�! . sjk .• a V :, •;t ky hit 5 rtr '� U ■ .� i �Q. •r r r1E'"• ,�> ., d 'ar`;.' ,'• '9',tr!•'+e,..�,,:;:,,,,.,y• .:m_• ,.,�,..w...�>>,,..•,.eY�$ r 4 �:'$,'`. 1....yi,I�q, / '"#>i '` '`�'' J" `.r"+,' . x•� d`' dray +I iJ�" W PROP. \STRUCTURE So t .y ''• { ,;.., ' `r .'; W\ r 1 +� w�+i' ;. ,• .,{; �j, b 4y r� it ., #'''° i�`1 �"��,•,� ,•�.-^',�' �'� i,J'`•• .' ';� y .`�..� d, `• j�r y!'I , 0 r .4, r*+M° •t. ,�kA Y, y+. •Y Y ?". YL> 1 J LOGAT 10N MAP Q ■Cn i I n1 �0� / I O SCALE: N75 W it FAQ <E� . Ip� Ire -� 1 rn z \/ I - PROfi OSED NEW ACCESSORY OUTDOOfi� STRUGTORE •Q® PROJECT LOCATION & SCOPE �0 ► rn SITE PLAN & ZONING DATA I 1 I 1 I I I i C�—OO2 ,QQ GENERAL NOTES 1 ENERGY TABLE I 1 1 IRO� �T � T STRUCTURAL DESIGN CHARTS �oOO�.00 FRAMING GRAPHICS BEAM CONNECTION PATTERNS EXIST. I PROJECT / ZONING DATA FASTENING SCHEDULE a POOL EX15TI NO POOL HOUSE TAX MAP # 1000-22-05-12 ZONING DISTRICT R-40 CONFORMING A- 10 .00 PROPOSED FIRST FLOOR PLAN PROPOSED FOUNDATION PLAN LLOT AREA 0.9 ACRES PROPOSED ROOF PLAN DESIGN DETAILS EXIST. I ACCESSORY STRUCTURE REQUIREMENTS ®2O •00 PROPOSED EXTERIOR ELEVATIONS COVERED - _- — ------ PATIO SOUTHOLD GODS 250-15 DWV/ WATER SUPPLY RISER REQUIRED PROPOSED COMPLIES w MAXIMUM HEIGHT 22, 15' YES v I I MINIMUM SIDE YARD 15.0' 15.0' YES � MINIMUM REAR YARD 15.0' 15.0' YES I aI MAX. SQUARE FOOTAGE 1200 S.F. 684.0 S.F. YES O EX15TINO DWELLING PROJECT: OI LOT COVERAGE LOT B L ETSAS O DESCRIPTION (FOOTPRINT) AREA COVERAGE ACCS■ STRUCTURE I � TOTAL LOT AREA 40,133.0 S.F. O 0 DWELLING W/ ATTACHED 2 GAR 3,075.6 S.F. 7.7y6 I GARAGE 905 WILLOW DRIVE I COVERED PORCHES ® DWELLING a30.5 S.F. 2.3Y EAST MARION, N.Y. 11939 POOL HOUSE 345.0 S.F. O.Q% I INGROUND SWIMMING POOL 1,250.0 S.F. 3.Igb DRAWING TITLE: PROPOSED ACCESSORY PROJECT LOCATION &SCOPE 5aa.o S.F. 1.590 STRUCTURE DRAINAGE SYSTEM INSTALLATION NOTES: SITE PLAN & ZONING DATA ■ A MINIMUM OF 10' SEPARATION IS REQUIRED BETWEEN DRYWELL5 8 COVERED PATIO AT POOL HOUSE 355.0 S.F. O.�i90 WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC FIREPIT 4 5EATIN0 a8,6 S.F. 0.2`% COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS AND THE EDGE OF ALL FOUNDATION WALLS EX15TING DRIVEWAY 4 I TOTAL AREA OF ALL STRUCTURES b,b56.7 S.F. 16.695 A MINIMUM OF 5' SEPARATION 15 REQUIRED BETWEEN DRYWELL5 Q CONCRETE SLABS AND PROPERTY LINES PAGE: WALKWAYS "MAXIMUM LOT COVERAGE ALLOWED - 20Y CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL 0% Elk 3 I I DRAINAGE CALCULATIONS ®ro, 0 01 . 00"', uo"o, p p NEW IMPERVIOUS SURFACE 5aa.o S.F. p AREA - PROPOSED DWELLING 2" RAINFALL EVENT 101.8 z FOR 8U. T. VOLUME PER FOOT 2.4 S.F. DATE: 08/07/24 1 OF 5 OL PROVIDE (1) VO X 3' DEEP DRYWELL - - - — — — — — — � — — — — — — — — � - - 561°20'00"E 151.001 WILLOW DRIVE PROPOSED 51 TE FLAN 50ALE: 1" = 15'-0" NOTES � 5FEC,1 F 1 GAT 1 ON5 CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY A55REVI AT I O I S IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THI5 CONSTRUCTION DOCUMENT BINDED I. ALL LUMBER SHALL BE DOUGLA5 FIR LARCH #2 8 BETTER (Fb = 875) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT T05ETHER AT ALL TIMES. IT 15 AL50 THE CONTRACTOR'S RE5PON51BILITY TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD. BOARD INSUL. INSULATION SPEGIFIGATIONS,AND BE FAMILIARIZED WI rH THE PLANS PRIOR TO WORK PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE BASE FLOOD ELEVATION INT. INTERIOR GENERAL 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON =1RM,VIRGIN, UNDISTURBED 501L BLDO. BUILDING K KIPS (1000 LBS) Q APPLICABLE BUILDING DEPARTMENT. 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 0 2. ALL CONSTRUCTIONSHALL BE PERFORMED IN A WORKMAN LIKE MANNER. PROVIDE SILL 5EALANSULATION. 51ZE OF SILL TO BE (2) 2"xb", UNLE55 (1) 2"xb" (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. 501L TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. BM BEAM MANU. SPEC.'S MANUFACTURER'S SPECIFICATIONS w NSIS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THI5 P5 FORMAT, AS ALL DIMENSIONS, CONDITIONS, ONDITIONS, AND APPLICABLE INFORMATION OF EXISTING APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE, UNLE55 B.O. BOTTOM OF MAX. MAXIMUM -� (13 STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. : 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY TEGO OR OTHERWISE NOTED 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES EQUAL' I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, BOT. BOTTOM MEGH. MEGHANIGAL Q _+-� PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALL5 TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. Lo AND AUTHORITIES HAVING JURISDICTION. 5. MINIMUM,DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL O B.O.W. BOTTOM OF WALL MIN. MINIMUM � �- FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS O 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RE5PON51BILITY p Lo , CO OF THE OWNER/BUILDER RULES SPECIFIED IN 1.1 THROUGH I.B. UNTIL I TIER OF FRAMING 15 IN PLACE. G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF Ia88 - b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, � � O � O 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 7. FOOTINGS TO BE POURED CCNGRETE OF SIZE 5HOWN ON DRAWINGS. COL. COLUMN NYG BG NEW PORK CITY BUILDING GORE p C � Z SHALL BE CLARIFIED WITH THE ARGHITEGT,iENGINEER BEFORE PROCEEDING INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED O d' 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2 BEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED M WITH THE WORK. GONT. CONTINUOUS O.G. ON CENTER X �C `- WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. J+ p V N 8. MIN. HEADER TO BE (2) 2NIO" UNLE55 OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE C b. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE DBL. DOUBLE OGG. OCCUPANCY p O m CD 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR 4. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. c- UNLE55 APPROVED BY THE ARCHITECVENOINEER. 1. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE IN515NIA OF THE ORADING A&ENCY WHICH COMPLIES WITH THE O }' DFE P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE PS20-111. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE 5TRENGTH AT 28 DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION 0 O c Lo 'I. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH =LOOR PLANS DAYS OF 4,000 P.S.I., U.O.N. Q � � � O BEFORE THE START OF FRAMING 10. ALL EXTERIOR 5HEATHIN6 SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. DIMENSION P. GONG. POURED CONCRETE 8. DRY WELLS A5 REQUIRED BY STATE AND LOCAL CODES. ON PAGE 6-003. GENERALLY, 5HEATHIN6 IS OF 1/2" THIGKNE55 ON WALLS AND THE PROVISIONS OF AN51/ALTG A I clO.I STRUCTURAL GLUED LAMINATED II. GONG. SLA55 TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH D.J. DECK JOISTS PL. PLATE ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. b MIL. POLYETHYLENE VAPOR BARRIER UNDER at. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN EA. EACH PLYWD. PLYWOOD APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES U51NO PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM P5055 ELEV. ELEVATION P.T. PRESSURE TREATED CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 11. SUB FLOORING, GENERALLY, TO BE OF 5/4 THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - /� NAILING AS PER FASTENING SCHEDULE ON PACE 6-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS (1) WALL TIE PER (5) 50. FT. W DOCUMENT, THE &OVERNINC BUILDING CODE AND ANY ADDITIONAL EQUIP. EQUIPMENT �REQ D REQUIRED A THESE SET OF DRAWINGS ARE THE PROPERTY D ITHOUTANTHONY ITTEN LO, RA 12 EXTERIOR 5HEATHIN6 TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN EX15T. EXISTING RI RISER PERMISSION FROM THE ARCHITECT. APPROVED EQUAL. EVALUATION REPORT. MAX. 32-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: 51NOLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR RM. ROOM 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 UNSUPPORTED EDGE SEAMS OF EXTERIOR SEATHIN6. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. }, RESPONSIBLE FOR DESIGN INTENT ONLY. F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER ' A5TM D5456 STANDARD SPECIFICATION FOR EVALUATION OF ■ 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 14. PROVIDE 'X' CRO55 BRAGINO AT JOISTS, STUDS, AND RAFTERS WEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THI5 DOGUMEN, THE I6. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES FAR FLOOR AREA RATIO STL. STEEL EXCEED 8-0 AND AT EVERY 5'-0". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING, UNLE55 APPROVED BY ARCH]TEGT/EN&INEER. NO 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL SET FORTH IN THE MANUFAGTURER'5 CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. W m 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE F.A.V. FRESH AIR VENT 11 S.V. 1v.� TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL 6 SMART VENT REMOVE ALL -003. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51NO PREFABRICATED I'7. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN CLAS5 AND LEAVE WORK WOOD TRU55E5 SHALL MEET THE PROVISIONS OF THI5 DOCUMENT, THE ARCHITECT/ ENGINEER. FF FINISHED FLOOR TBD TO BE DETERMINED G ■ BROOM GLEAN. AND ANY ADDITIONAL REQUIREMENTS AS Ib. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING GORE, 11 15. THE CONTRACTOR SHALL CARRY WORKMAN'5 COMPENSATION AND GENERAL NECESSARY, SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE I8. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND FF ELEV. FIRST FLOOR ELEVATION TEMP 5L. TEMPERED GLASS LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES CONNECTED WOOD TRU55 CONSTRUCTION, THE TRUSS ME51ON DRAWINGS, WHERE EVER APPLICABLE. AND ORDINANCES. 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 0-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. FLOOR JOISTS THK. THICK U 19. UNLESS OTHERWISE INDICATED,ALL FOUNDATION FOOTINGS ARE TO BE A FOUND. FOUNDATION T.O.W. � TOP OF WALL 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND C THE WORK OF 15. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE J015T AS PER CODE. I.b. 6YP5UM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJEGTIN b" ON EACH 5IDE OF THE FOUNDATION WALL. THE SUB-CONTRACTORS FOR A PERIOD OF' AT LEAST ONE YEAR AFTER GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM 056 SPECIFICATION FOR &YP5UM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK ■- COMPLETION OF PROJECT. FLOOR SHALL NEVER EXCEED A I6 SPAN. WALLBOARD, A57M 057 SPECIFICATION FOR &YP5UM LATH, OR A5TM 071 CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD `♦/f♦1 SPECIFICATION FOR 6YP5UM 5HEATHIN6 BOARD. 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLE55 THE OWNER, 19. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND 5TRAPPIN6 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. FRAME TYP. TYPICAL W AC7AIN5 ALL CINEER, AND THEIR A055E5 ,AND EMPLOYEES FROM AND AS PER PAGE G-005. 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID $ SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. lb" HIDE x e" V/ AGAINST ALL CLAIMS, DAMAGES, LOSSE5 ,AND EXPENSES, INGLUDIN6 MEET THE PROVISIONS OF ANSI/AHA AI35.4 BASIC HARDBOARD OF DEEP d 5'-0" BELOW GRADE. FRPR. FIREPROOF U.O.N. UNLE55 OTHERWISE NOTED ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF 20. "P.T." 5PEGIFIE5 PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.b HARDBOARD 51DIN6. THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTC. FOOTING VERT. VERTICAL 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO TREAT LUMBER w/COPPER NAPTENATE WHICH SHALL CONTAIN 236 COPPER I.8 STRUCTURAL PANELS: INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK METAL BY REPEATED BRUSHING,DIPPING, OR 50AKINO UNTIL THE WOOD SITE WORK GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD UDIN6 THE LO55 OR USE RESULTTIN6 THEREFROM). (B) IS CAUSED IN ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, I.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR ITSELF INGL WHOLE OR PART BY ANY NEGLIGENT ULT OR OMISSION ). THE CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE H.D. HOLD DOWN W/ WITH MANUFACTURER SUCH A5: HANCER5, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (P5 1) CONSTRUCTION AND 2, VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY RECEIVE CLARIFICATION FROM ARGHITECT/ENOINEER PRIOR TO PROCEEDING. HDR HEADER WD. WOOD EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOLE AGT5 ANY OF THEM MAY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A WOOD-BASED STRUCTURAL- USE PANELS,APPLICABLE CODE 5. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. HNGR HANGER ZR ZONING RESOLUTION PARTY INDEMNIFIED HEREUNDER. 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. STOCKPILE TOP501L OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING METHOD OF CONSTRUCTION INGLUDIN6 A. TRUSS JOIST MGMILLIANI I.qE MICROLAM SITE. STOCKPILE ALL EXCAVATED MATERIALS. HOR. HORIZONTAL 15. A! L MATERIALS, ASSEMBLIES, AND ME BUT NOT LIMITED TO FORM-WORK, BLOGKTHO FRAMING, NAILING, PLAGIN6 B. &EORGIA PACIFIC 2.OE 6-P LAM 1.5.2. ORIENTED-5TRAND BOARD (055), WAFERBOARD ORIENTED-STRAND OF CONCRETE, ETC. ARE TO $E CAREFULLY SUPERVISED BY THE CONTRACTOR PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET 4. NEW AND EXI5TIN6 BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN65, SPECIFICATIONS, A. TRU55 JOIST MGMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE APPLICABLE GORES AND GOOD PRACTICE:. DEVIATIONS FROM THE DRAWIN65 ALL TO BE INSTALLED AS PER MANU. SPEC.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. AND APPLICABLE SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR AUTHORIZATION IO THE ARNOITEGT/EN&INEER. 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING GORE, let. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.5.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A208.1 AND ANY PERTAINING ARE TO BE FIELD VERIFIED. REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. 20. CONTRACTOR TO REMOVE 8 RELOCATE AS REQUIRED ALL EXI5TIN6 WORK NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AI94.1 CELLULOSIC 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR A5TM C208 STANDARD SPECIFICATION FOR SPECIFICATIONS, UNLESS NOTED OTHERWIE°. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. 22. PROVIDE FIREBLOCKINC AS PER NEW PORK ACCESSIBILIT" STANDARDS. 1.55. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS THE STUD LENGTH SHALL NOT EXCEED 259vo OF THE ACTUAL DEPTH. BORED (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL COPYRIGHT PROTECTION ACT OF IaaO (AWGPA), WHICH HAS SEVERE PENALTIES. HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION OF THE HOLE SHALL NOT BE OL05ER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS. CODES AND REFERENCE STANDARD: NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CRO55-5ECTION. I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 25. FOR NEW WALL5, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. NEW YORK STATE PROPERTY MAINTENANCE: CODE, AND 2020 NEW YORK CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, STATE ENERGY CONSERVATION CONSTRUCTION GORE. NOTES, AND TABLES ON PACE 6-003 b G-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 15.2.1 SQUARE AND N SPECIFIES THE REQ'D NAILING FOR THE 5HEATHIN6 (ANY NAILING EX BOLTS AND SCREWS (INCH SERIES). z 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG SCREWS: LA6 SCREWS OR LA6 BOLTS SHALL COMPLY WITH ANSI/ CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 8 PAPER ASSOCIATION SHEARWALL SYSTEM (INSTALL A5 PER APPLICABLE DETAILS 4 MANU. SPEG.'s). ASME BI8.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). 0 (AF3PA) AMERIGAN WOOD COUNCIL (ANC). HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUNPJFLOOR PLANS. L> 2.2.3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN PLUMBING CODE. WOOD P05TINO TO BE BLOCKED SOLID TO FOUND. WALL W/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, TREATED WOOD $ FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING, GORE, AND ANY ADDITIONAL REQUIREMENTS 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE WALL w/STEEL SHIMS d A MIN. 5/4" OF NON-SHRINK &ROUT. AS SET FORTH IN THE MANUFACTURER'S GORE EVALUATION REPORTS. MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS GORE. SECURE w/ (2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® EXIST. WALL5 d 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR 5TRAPPINC SIZE AND Q 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC P05TINO ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCINO (® MIN. 16" 6A6E ARE SPECIFIED, MINIMUM A5TM A653, STRUCTURAL QUALITY, o GORE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.NJ. &BADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL T �L R301 .7 CONSTRUCTION CODE. HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY CLIMATIC GEOGRAPHIC DESIGN CRITERIA IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROJECT: GENERAL WIND PROTECTION CONNECTION NOTES: STANDARD SHEARWALL HARDWARE (w/ NOTED VALUE'S) t ANCHOR BOLTS, CODE EVALUATION REPORTS. U.O.N. WITH TOP CAP5 ® STEEL COLUMNS TO BE MIN.Y4 BENT PLATE e, LONG GROUND SNOW LOAD 25 LB5 R CONSTRUCTIOADAPTED N;SSTDxO-Q�A DR2018R5BGNI+IGHSWIND EDI�TIONDWOODLFRAME „ 2255PEGIFIGATLONFOR DRIVEN FASTENERS: NAILS S SHALL COMPLY HITH A5TM F iSPIKE5, AND STAPLES. LJLETSAS STANDARD w/b" RISE 8 U.O.N. /a"� BOLTS THROUGH CENTER LINE C VERTICAL LE65 5TRUGTURAL MEMBER ALLOWABLE BASIC WIND SPEED 150 MPH SET b MIST., U. .N. - ADDITIONAL INFO. 15 FOUND ON PAGE G-003. CONSTRUCTION DEFLECTION ACCS. STRUCTURE I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES FLOORS,STUDS AND ROOF FRAMING 514ALL BE PROVIDED. PLUMBING SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GODS RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATEGORY B I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE L/180 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT SYSTEMS TO NYS PLUMBING CODE AND NYS DEC REGULATIONS. MANUFACTURER'S CODE EVALUATION REPORTS. W/ NO FINISHED CEILING ATTACHED TO RAFTERS SEISMIC DESIGN CATEC70RY B INCLUDED IN THE STANDARD BUILDING GORE, SECTION 2306 OF IBC SHALL BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. 2.2.7 SCR: GREW5(INCH HALLSERIE COMPLY WITH ANSI/ASME B I8.6.1 INTERIOR WALLS 4 PARTITIONS H/I80 WEATHERING SEVERENOOD5 905 WILLOW DRIVE 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED 5. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL AND AT BASE OF VERTICAL WASTE PIPES. FLOORS d PLASTERED CEILINGS 1-/360 FR05T LINE DEPTH 3'-O" EAST MARION, N.Y. 11939 AREAS SHALL BE STAINLESS STEEL OR. HOT DIPPED GALVANIZED. MECHANICAL. CONNECTIONS: 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER ALL OTHER STRUCTURAL MEMBERS L/240 TERMITE MODERATE TO HEAVY 4 S EHHEAT NI& ANDS AND MOORS INT RRUPOROANCHSOR GONNEGTORS) STRUCTURAL PAN SHALL BE EL FOOT. 1. ALL MECHANICAL CONNECTIONS SPECIFIED AS 51MP50N MAY BE DRAWING TITLE: SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER 5TUD5 5. GENERAL TRAP AND WASTE 51ZES AS FOLLOWS, UNLESS OTHERWISE NOTED: ICE BARRIER REQUIRED YES AND AT LEAST ONE STUD AT EACH 5IDE OF OPENING. - DISH WASHER.........................................2" 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED GENERAL NOTES - KITCHEN SINK........................................2" BY "SIMPSON" MANUFACTURER. EXTERIOR WALLS - WIND LOAD5 W/ BRITTLE FINISHES L/240 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING - LAVATORY...............................................2" ENERGY TABLE RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb" OR 2"x4" LUMBER 15 - SHOWER/TUB..........................................2" 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES EXTERIOR WALLS - WIND LOAD5 W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF - TOILET........................................................5" INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL RAFTERS. - LAUNDRY .................................................2" LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. - FLOOR DRAIN..........................................3" LOADING VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY "SIMPSON' b. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY THROUGH ROOF. IV' WITHIN 4' OF EXTERIOR CORNERS. 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER STRUGTU L DES I C N LOADS PAGE: 7. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCE551BLE DRAIN d MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. 5. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED DRAIN COCKS AS REQ'D. H05E 5155 SHALL BE PROVIDED WITH BACKFLOW USE LIVE LOAD DEAD LOADG-002mOO TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER PROTECTION. b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER OF J" AND 5NONJ" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE SPECIFICATIONS OF THE PRODUCT BEING INSTALLED PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED EXTERIOR BALCONIES 40 psf 15 psf BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONGRETE/MA50NRY WITH BACK FLOW PROTECTION. 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS ARCHITECT AND AT 5PACINO NOT EXCEEDING 4' OIN CENTER. Q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL DECKS 40 psf 15 psf HEALTH DEPARTMENT STANDARD5 AND REGULATIONS. 8. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM DATE: 08/07/24 2 OF 5 ASPHALT ROOFING SHINGLES HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED PA55AN&ER VEHICLE GARAGES 50 psf AS PER PLAN I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLASS-A ASPHALT ROOFING 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. 5HINOLE5 OR APPROVED EQUAL. TO CONGEALMENT OF PLUMBING. ELECTRICAL: ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42") 10 psf 15 psf 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLE55 OTHERWISE 11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED TO 2017 NATIONAL ELECTRIC GORE,NFPA 70 AND 2020 NEW YORK STATE ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL NOR ANY POTENTIAL DAMAGE THEREOF. ENERGY CONSERVATION CONSTRUCTION CODE. LINE. 8 24 FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF COMPLETION OF WORK. CONSTRUCTION. MECHANICAL, FUEL OAS: SLEEPING ROOMS 30 psf 15 psf 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S I. MECHANICAL AND FUEL GAS SYSTEMS SHALL COMPLY w/ THE 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA-12: NY5 MECHANICAL CODE AND FUEL OAS CODE - GENERALLY,VERIFY OR PROVIDE HARD WIRED STAIRS 40 psf 15 psf 5PEGIFIGATIONS. SMOKE DETECTORS w/BATTERY BACK-UP IN: 5. NAILING OF ROOFING SHALL BE TO CODE. A. EACH SLEEPING ROOM GUARDRAILS AND HANDRAILS 200 psf 15 psf 6. CORROSION RE515TANT 11 GAGE ROOFING NAILS AND Ib GAGE 5TAPLE5 ARE B. OUTSIDE OF EACH SEPARATE SLEEPING PERMITTED AREA IN THE IMMEDIATE VICINITY OF ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 12 psf FOR ATTIC THE BEDROOMS (GENERALLY THE HALLWAY) p 15 psf FOR OATH. -T. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR 2:12 PITCHES TO 4:12 PITCHES C. EVERY LEVEL OF DWELLING &. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF (BASMENT, FIRST FLOOR, d SECOND FLOOR, ETC) *ALL STRUCTURAL DE510N CONSIDERATIONS ARE IN CONFORMANCE WITH THE SEALANT TO UPLIFT FORGES USING A5TM D 6381. ASCE 1-I6 (MINIMUM DESIGN LOADS FOR BUILDIN65 AND OTHER STRUCTURES) TYF I GAL_ NA I L_ I NO/STRAFF I NO REOU I REsMENTS FOR FASTENING SCHEDULE A MISCELLANEOUS FRAMING GRAPHICS UFL I FT/ SHEAFZ/ l""4� LATER L Y`4I ND RES I STAN�E NOTE: THI5 SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS (THAT EXCEED FRAMING STANDARDS, IT IS REQ'D FOR FRAMER TO HAVE A AND ROUGH OPENING FRAMING REQUIREMENTS) Q WORKING KNOlgLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK "ALL STRAPPING TO BE l/4 x 20 GAUGE -- c (SEE PAGE G-003 FOR STRAPPING AND NAILING REQUIREMENTS-IMP50N EQUIVALENT - C520 (COILED STRAP) ALL NAILING 15 A GENERAL 5PECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE AND AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL GORE) *U5E IOd NAILS IF STRAPPING I5 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) w DESCRIPTION LFAS7ENER SPEC. FASTENER -i M CONNECTION A NA I Ls I NC G R I D AND QUANTITY SPACING Q ROOF 4 GE I L I NO FRAM I NO \" o �n I.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A I6d COMMON NAIL w/o PREBORED HOLES. - " ..----' RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER RAFTER O AT RAFTER TO RIDGE k��_ 2.WOOD 15 A55UMED TO BE D,F,#2 4 BTR. IN DRY USE 0 r z R.R. - SERVICECEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE G-005 PER J015T 0- 5. GONNEGTION:GANTILEVERED FLOOR CEILINO BRAGINO (E SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL a 0 0 N• (EVIDENT DURING INITIAL INSTALLATION) PRE80RE THE NAIL CEILING JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE 6-005 EACH LAP CO � O GABLE ENDNALL FOR STRAP - 3 8 d COMMON e e HOLES,SET NEW MEMBER. O O +.• NAILS ® EA. END OF STRAP. 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED '� N 0 STUD _ I • • CEILING JOIST LAPS OVER PARTITIONS (PAGE-NAIL) q-I6d COMMON EACH LAP C C� ," FOR ROOF SLOPES UNDER 5:12 WITH J. G TIES '2° • • 5.SEE SECTION 6 FOR ANY REO'r TO CLINCH THE NAILS(TO Q r G SUBFLOOR SOLE PLATE 2"x4" CONTINUOUS GABLE END TIGHTLY BOND THE END OF THE NAIL TO A 90" ANGLE,SEE TRuss �.� ROOF SPANS OF 24 OR GREATER, GRAPHIC BELOW) COLLAR TIE TO RAFTER (PAGE-NAIL) SEE PAGE 6-003 PER TIE LATERAL BRACE a b'o.c. USE 4 8 d COMMON NAILS BAND ���'"""••"... JOIST 2) lod NAILS TRUSS OR EA. END OF STRAP FOR ROOF 6.DIMENSIONS ARE DERIVED FROM THE NIPS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END G.J. SLOPES OF 5:I2 AND GREATER. SECTION 12.4-PLACEMENT OF NAILS 4 SPIKES 4 TABLE GR 4-I. 10) RIM BOARD TO RAFTER (END-NAIL) 2-Ibd COMMON EACH END NAILS NALL NALL FRAMING [r-ONNEGTION BI E32 AT RAFTER TO TOP PLATE TO STUD CONNECTION: L. • E32 �� TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-Ibd COMMON 1 PER FOOT J015T 5d COOLER NAILS a 10" O.c. �° ,r FOR STRAP - 3 8 d COMMON NAILS ® M -.M �J . EA. END OF STRAP: ""'-BLOCKING 2"x4" BLOCK NAILED TO EA.BRACE • •• SEE WHEN IN TOWN OF ISLIP OR NAILING • • TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-Ibd COMMON JOISTS - EA. SIDE w/(4) IOd NAILS - NOTE 05 GEOMETRY EXCEEDS THAT PERMITTED IN �N STD 20 go.STRAP j ___ I • • MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. W GYPSUM BOARD ui W DOUBLE PLATE (10) 8d NAILS 51MP50N # H2A (OR EQUAL) RAFTER TIE "4� 5d COOLER NAILS a l0" o.G. � "`"•--,....� HEADER TO HEADER (PAGE-NAIL) Ibd COMMON Ib" O.G. ALONG EDGES _ ■ JOIST SHALL BE LOCATED DIRECTLY NOTE: ND STUD FOR TOENAILIN6 - 5 8 d COMMON NAILS DENOTES ALT.FOR USE OF DRYWALL SCREWS •_ OVER STUDS, UNLESS TOP PLATI_ IS 4"a EDGE/12" a FIELD FULLY BLOCKED r TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-Ibd COMMON PER STUD USE SAME DE516NED To CARRY THE LOAD SCREWS#6 - LV4"TYPE H OR 5 CONNECTION "" -" • FOR G.J. TO R.R. - Q I6 d COMMON NAILS REOUIREMENTS FOR "'- -"_�•"M ' BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-Ibd COMMON 12 PER FOOT RAISED O.J.'s (WHEN FOR EA. PLATE TO STUD ABOVE 8 OR BELOW AT G.J. TO G.J. CONNECTION: ENDJOIST, or BLOCKING (FACE-NAIL) APPLICABLE) I6d L. 0y _ _ _ COMMON NAILS FOR G.J. TO G.J. - Q 16 d COMMON NAILS FLOOR FRAM I NO J Q ■V♦ J0I5T TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-Sd COMMON PER JOIST BRIDGING TO J015T (TOE-NAIL) 2-5d COMMON EACH END BLOGKIN6 TO JOIST (TOE-NAIL) 2-5d COMMON EACH END 2 CONTINUOUS BUILT-UF C IRIDERS, 5 OR MORE SUFFOR751 ®Nc�-DRUG-�10N DETAILS JAI I D LOAD i� T GONN GTI ON DETAILS BLOCKING TO SILL or 3-Ibd COMMON EACH BLOCK CONNECTION PATTERN S("HEDULE TOP PLATE (TOE-NAIL) BETWEEN 1/6 ASSEMBLY REQUIREMENTS: LEDGER STRIP TO BEAM (FACE-NAIL) 5-I6d COMMON EACH JOIST CONNECTION a 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED NOT TO SCALE PATTERN DESCRIPTION TOGETHER SIDE BY 51DE ARE CONTINUOUS OVER JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-8d COMMON PER JOIST THREE OR MORE SUPPORTS, JOINTS ARE TO BE MAX.52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER BAND J015T TO J015T (END-NAIL) 3-I6d COMMON PER JOIST FA (2)ROWS IOd NAILS• 12"o.C. THE SPAN LENGTH FROM AN INTERMEDIATE SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-Ibd COMMON ' PER FOOT B (3)ROWS IOd NAILS a I2°O.C. P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE C (2)ROW5 I/2"0 BOLTS a 12"O.G.5TA66ERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. DBL.a ENDSBUILT UP 61RDER P' MAX.52" ROOF SHEATHING D l2)ROWS I/2" m BOLTS a ib"O.C. NAILING: TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE SIDE WITH lod NAILS, TWO NEAR EACH END OF STRUCTURAL PANELS: E (2)ROWS I/2" BOLTS a 24"O.C. BETWEENINTERIOR ZONE Sd COMMON b" EDGE / 12" FIELD I/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE WOOD JOTS WOOD JOI (2)ROWS 3-3/8"TRUSSLOGK SCRENS a 12"O.G. a 1/4 OF A OF I6 INCHES BETWEEN NAILS IN A HORIZONTAL PERIMETER EDGE ZONE 8d COMMON 6" EDGE / 6" FIELD F SCREWED ON(1)SIDE OF MEMBER: LINE; OR GIRDERS ARE TO BE NAILED FROM EACH GABLE ENDWALL RAKE OR RAKE TRUSS w/ Sd COMMON 4" O.G. (2)ROWS 3-3/b"TRUS5LOGK 5GF:EW5 a 16"O.G. SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH BLOCKING JOIST HANOE UP TO l" RAKE OVERHANG SGREt^!£D ON(1) SIDE OF MEMBER JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32" H (2)ROWS 3-3/5"TRU55LOCK SGF:EWS a 24"O.G. BETWEEN NAILS IN A HORIZONTAL LINE. 501;MVED ON(1)SIDE OF MEMBER: THREE-PIECE CE I L I NO SHEATH I NO GIRDER/HEADS —Q . J (2)ROWS 5"TRUS5LOCK SCREWS a 12"O.G. BUILT UP 61RDERIL MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED W/ 20d SCREWED ON BOTH SIDE OF MEMBER NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. WOOD GIRDER 6YPSUM WALLBOARD 5d COOLERS 1" EDGE / 10" FIELD K (2)ROWS 5"TRU55LOCK SCREWS a Ib"o.G. P PIECE, INCLUDING INTERMIDIATE JOINTS, AND W/ THE —Q WOOD JO l5T SCREWED ON BOTH 51ME OF MEMBER OTHERS STAGGERED w/ A DISTANCE OF NOT MORE L (2)ROWS 5"TRUSSLOGK SCREWS a 24"O.G. BETWEEN 1/6 SCREWED ON BOTH SIDE OF MEMBER 4 1/4 OF A THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. NALL SHEATHING MOM p• FOUR-PIECE 61DER5 ARE TO BE A55EMLF-D AS STRUCTURAL PANELS 8d COMMON I.BEAMS 4 HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED W/ 20d NAILS AS SPECIFIED b" EDGE / 12" FIELD PLAN SHALL USE CONNECTION PATTERN 'A'WHEN b"OR SMALLER FOR THE THREE-PIECE GIRDER. JOIST FRAM I NO OVER WOOD OI RDER JOIST FRAM I NO FLUSH NI TH G I RDER/HEADER 4 CONNECTION PATTERN 'B'WHEN lo"OR LARGER p 6YPSUM WALLBOARD 5d COOLERS 1" EDGE / 10" FIELD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FoUR-PIECE ANCHORING: w OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER P, GIRDERS ARE TO BE SECURELY ANCHORED TO 2 MASONRY PIERS, NAILED TO WOOD POSTS OR FLOOR SHEATHING (SUBFLOOR) o BOLTED TO STEEL COLUMNS. U STRUCTURAL PANELS: /� I /� I 1 D M I" or LESS: Sd COMMON b" EDGE / 12" FIELD NA I L I NO FATTE_RNS FOR SIDE OADE BEAS 00 • FLUSH BF_AMS) GREATER THAN I": IOd COMMON b" EDGE / 12" FIELD KING STUDS I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b" O.G. AT THE PANEL EDGE. Lu ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. Q FASTENING RECOMMENDATIONS FOR SIDE-LOADED, FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER MULTIPLE-PIECE MEMBERS RAFTER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR NAILED' BOLTED CRIPPLE STUD 2 - ALTERNATE CONNECTORS SHALL BE USED To MAINTAIN THE LOAD PATH. PROJECT: P I N M I WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO I-16D NAIL PER FOOT. 2 ROWS Ibd s ROWS Ibd oe 2 ROPIS 2 Rows14° S - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH g LETSAS COMMON COMMON e.�F­:jLPTSY:Xi 2a• BOLTS BOLTS HEADER 51DE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE e 12"o.c.' a 12' o.c.• o.c.sTAs6ERED° a 12"O.C. o b"o.c. USED. TWO ROWS 12"O.G. THREE ROWS 12"O.G. BEAM SELECTION w/ 5TD. NAILING ° ° ° ° ° AS NOTED IN NO7E5 -1 8 8 ° ° ° ° o 0 0 o TOP PLATE ACCS. STRUCTURE JACK STUDS SIONAOC FOR TRUSS TYPE. PRE-ENGINEERED I.TOP AND BOTTOM ROWS SHOULD BE 2"FROM ED6E5 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"O.G. NALL STUD HOOD, AND/OR TIMBER CONSTRUCTION FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY'BOLT MUST EXTEND THROUGH T}f FULL THICKNESS OF THE MEMBER.USE WASHERS UNDER HEAD AND NUT. O o 0 0 0 0 0 0 0 o THE FOLLOWING 51GNAGE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 905 WILLOW DRIVE 5.STA66ER EACH ROW of FASTENERS BY 12". o 0 0 0 0 0 0 0 o TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE EAST MARION, N.Y. 11939 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR S.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO TYPICAL HEADER CONNECTION A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE BOTH SIDE OF THE MEMBER. ALTERNATIVE RAFTER TO NALL STUD CONNECTION AUTHORITY HAVING JURISDICTION: 6.VALUE5 FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b"O.G.OR TRIPLED DRAWING TITLE: FOR 4.O.G.NAIL 5PACIN6. STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: CONSTRUCTION TYPE DESIGNATION SHALL HOLDOWN, ANCHOR BOLT, 7.2 RoW5 OF Ibd COMMON NAILS(12"o.c)FOR DEP,'H512"OR LESS BE "1" 111111, "Ill", "IV", OR "V" TO INDICATE STRAPPING, & NAILING DETAILS 8.5 ROW5 OF 16d COMMON NAILS 02'O.C)FOR DEPTHS OF 14',I6'd 180. THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE THE STRUCTURE UNDER SECTION 602 OF THE NY5 BC. NI ND RESISTANT CjOl STRUrjTI OI V, �jONNEs(f-,TORS DESIGNATION FOR STRUCTURAL PAGE: loe 6" DIAMETER COMPONENTS THAT ARE OF TRUSS TYPE, CONNECTION LOCATION: PART NUMBER: NOTES: PRE-ENGINEERED WOOD, OR TIMBER —®®� CONSTRUCTION AS FOLLOWS: RIDGE-TO-RAFTERS 0520 @ 21 APPLY TO EACH FAIR OF RAFTERS . mOO - "F" = FLOOR FRAMING, INCLUDING GIRDERS $ BEAMS RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER - "R" = ROOF FRAMING - "FIR" = FLOOR $ ROOF FRAMING DATE: 08/07/24 3 OF 5 RAFTER-TO-PLATE H& or H2.5 APPLY TO EACH RAFTER PLATE-TO-WALL STUD C520 (9 I8" APPLY TO EACH NALL STUD 2ND. FLOOR WALL-TO-IST. FLOOR NALL LFTA or 0520 56" APPLY TO EACH NALL STUD 4' HEADER-TO-JACK STUD G520 © 12" APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD STROKE SHEAR NALL HOLDIDONN ANCHOR SSTB 16 APPLY TO EACH S I DENALL END IST. FLOOR-UNDER-SILL PLATE 0520 NRAP UNDER DOUBLE SILL PLATE (USE KITH 3" SQUARE MASHERS) `t 4 REFLECTIVE REFLECTIVE USE THE FOLLOWING OR APPROVED 51MP50N METAL CONNECTORS FOR PROPER WIND RESISTANT GON5TRUCTION. RED PANTONE WHITE FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. #187 (5ENERAL 5*%-rM50L _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT a WOOD FRAME (L.G. STL. Q WHEN APPLICABLE) W EXISTING TO REMAIN �---{ NEW WOOD FRAME (L.G. NEW FOUNDATION WALL LLI �"--{ STL. WHEN APPLICABLE) O M NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL ate,' L0 WOOD FRAME (L.G. STL. ® POST FOR 4 WALLS I 0 WHEN APPLICABLE) (MIN. (2) 2"x(o" STRUCTURAL I la'-2" 4'-5" ��"10'-O' MIN. FROM / O POST FOR 6" WALLS), U.O.N. FOOTINGS - -6 7 O NEW 2-HR FIRE RATED PROP. WOOD FRAME (L.G. STL. �D W J 0') Z O WHEN APPLICABLE) _ =1 - - - - - - - - - - - - - L 7 - CD ILO U �. POURED CONCRETE AND STEEL REINFORCEMENT NOTES: L J L J O O O +� O / 4� C\j � � I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT I 2 2 PROVIDE 2,0, 50 C O O co FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND GAL. DRYWELL FOR Q FOUNDATION FLAN NOTES DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTIN65. OUTDOOR 51NK;SEE AL50 SITE PLAN NEW REINFORCED P. GONG. SLAB 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION OI I. NEW 4" THK. P. GONG. SLAB w/b"xb"-10/10 W.W.M. UPON SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR I r 2. b MIL POLY VAPOR BARRIER UPON ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER 5. 4" (MIN) 6RAVEL BASE ENCOUNTERED. PERMAGAST COLUMN FOOTING (PAD FTC) 5. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. L J O PERMAGAST COLUMN UPON 12"41) P. GONG. SONOTUBE UPON 24"x24"xl2" DEEP P. CONC. FOOTING AS PER 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT DETAIL I/A-501. 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE. LINE OF HARDSGAPE /1 AT GRADE ' J 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED CARBON STEEL A5TMA615 GRADE 60. MM FOR SLABS DO NOT NEED TO BE EPDXY COATED. _ PROPOSED m FOUNDATION • 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS cV 455 SF. SHALL BE STAGGERED. cmV N ry '7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL b HARDWARE IN PLACE AT TIME OF POURING d MAINTAIN REQUIRED CLEARANCES, COVERAGES, AND PLUMBNE55. I PROPOSED 4" GONG. SLAB 8. CEMENT SHALL CONFORM TO ASTM C-55 FOR STANDARD WE16HT CONCRETE. r 1 c CONCETE - GOLD WEATHER POURING E CONCRETE MIXTURE �I . I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE ^` HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. 2-0" W 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. I 2 2 I Q 5. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL I LINE OF HARDSGAPE CONFORM TO AGI 506. AT GRADE I- 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / = _ - SURFACES. FROZEN GROUND MAYBE REMOVED OR HEATED TO J - - - - - - - - - - - TEMPERATURES WITHIN 10° F OF CONCRETE. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. REMOVE AS REOV. 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE 24'-2" PERMITTED WHEN NECESSARY. "1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 55° F OR HIGHER p AND SHALL BE WITHIN 100 F OF CONCRETE TEMPERATURE. -Q 5. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. q. NON-CHLORIDE,NON-CORROSIVE ACCELERANT ADMIXTURES ARE PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 (ASTM C4g4/C4g4M, TYPES G AND E). I I 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT OR055 SECTIONAL F 7`O FO S E P F O v N r�)AT I O N PLAN AREAS EXCEED ONE SQUARE INCH. 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED SCALE: I/4" = I'-O" TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS REACHED A COMPRE551VE STRENGTH OF 500 PSI. 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. FLOOR FLAN NOTES w Oj VxV CEDAR SOLID COLUMN, SEE DETAIL FOR O CONNECTION AND STRAPPING v EDGE OF HARDSCAPE ONEW b" SEAMLESS GUTTERS ff DOWNSPOUTS; WHITE $ I 2 I 2 ALUMINUM (TYP.) „ � 20-D � t�3 GUTTER HIGH POINT (TYP.) - - - - - - - 14'-4"- - - - - - - Q �I N -1 5'-0" ROOF COUNTER TOP OVER-HANG f '( OVE AN6 5'-01, _ _ - WRAP COL. - L J L J 5"X5" CEDAR SOLID POST; (5) 1.75"X14" 2.OE LVL W/(2) PROVIDE 51MP50N LU5510 POST PROJECT: I " STEEL FLITCH PLATES ♦ � / ANCHOR (BLACK) I ' WRAP W, �" CEDAR ' ,.RASH B L ETSAS I N / N BUTCHER COUNTERTOP;56" HIGH _ I 2"x4" I6" O.G. .t GRADE COUNTER TO COVER BASE KNEE WALL ♦ ® / A C CS. ST R U CT U R E CABINETS AND KNEE WALL 11 I (MATCH HT. OF ��J 12 SONOTUBE FILLED CONCRETE COUNTERTOP 56 I BASE CAB) i� 04- 50LID w/ P. GONG. HIGH TO COVER BASE CABINETS (MIN. 4,000 PSI)�Y ,, AND KNEE WALL - ( I 12" COUNTERGqA� +� �co�"V.n ® TOP O.H. itiGp 8 Q �+ 2 " " 4' °THERMOZEL" 550;MINIMUM Q I +c p}�` �+ ,� (4) #5 BENT REBAR II 905 WILLOW DRIVE KNEE WALL 56" CLEARANCE ON ALL S�Q z (MATCH HT. OF * SIDES TO COMBUSTIBLE *I �����♦ �ry � EAST MARION, N.Y. 11939 BASE CAB) V MATERIALS V :o I _ I �I \ (2) L'IS"x11.25" T.J. / 2 NEW 24"x24"x15" .14 �� O .fl I w C ROTISSERIE PROP05ED ACCESSORY UG � Q ♦ 2.OE MICROLLAM / DEEP P. GONG. PAD cJ ' ''L3 • DRAWING TITLE: ,H STRUCTURE p Q 2 LVL RIDGE BM. FT6. (MIN. 4,000 PSI) Q I N Lu 5qQ SF. �F• ollu `N = 4.12 _ 4:12 4 ' . •. PROPOSED FLOOR PLAN it- N cmv I �-"v r' COUNTER I �f " ° '' '_ ___ .,._ . J PROPOSED FOUNDATION PLAN l ry 2"x8" R.R. •F-- -----�-r�r " OPEN TOP O.H. " U 2"x8" R.R. ® 16" O.C. , - PROPOSED ROOF PLAN CATHEDRAL W ® 16" O.G. ,� " •„ NEW (5) #5 HOR, REBAR 4" COUNTER -� CEILING 4211 HIGH couNrER I x v �5 CONSTRUCTION DETAIL TOP O.H. N J ABOVE OPEN BELOW FOR 3 i 0� / r�,J♦ UPON (5) #5 HOR. SEATING I N �Q� >$ REBAR (10 TOTAL) Q PROPOSED PAGE: la PATIO +�Q`\�+ z, X "THERMOZEL" PIZZA d) X ^Oj v� / +c.pp>S♦ An cV I in PROP. OVEN;MINIMUM 3011 � I � �.v Q a U dA-10J. 00 rt -� PIZZA OVEN CLEARANCE ON SIDES r.I `ry �/ O yP ` TO COMBUSTIBLE P dJ �p m MATERIALS m / x - ♦ DATE: 08/07/24 4 OF 5 �F-RMAGAST FOOT I NO DETAIL � (3) I.715"XI4" 2.OE LVL W/(2) I L � I- -I " STEEL FLITCH PLATES L J L _ ♦ A-101.00 SCALE: 5/4" = I'-011 1 \\ I II - - - - - - - - - -J 3-O ROOF O.H. 3-I 14-4 2-'1 4-O PATIO ' Q FROFOSF-r�) FLOOR PLAN FROPOSEr7l ROOF FLAN 4 ti' SCALE: 1/4" = I'-O" SCALE: I/4" = 1'-0" ELEVATION NOTES (D TYPICAL ROOFING: I. SEE NOTE AT BUILDING 5EC'7ION FOR MINIMUM CONSTRUCTION STANDARDS C) 2. H.O. TO VERIFY FINAL COLOR d MATERIAL 5ELEGTION Lu BEFORE INSTALLATION Lu J (>3 IA ASPHALT ROOFING SHINGLES, COLOR 4 SIZE TO Q +-+ N MATCH MAIN DWELLING 'p to 2 NEN 6" SEAMLE55 GUTTERS 8 DOWN5POUT5; TO BE _O WHITE 4 ALUMINUM O `- O a OO 8"x5" SOLID CEDAR COLUMN p 6� Z ' 'cu X N ONEW FLUE: p O O 4- (1 I. PROVIDE ZERO-CLEARANCE FLUE THROUGH ROOF IN 0 O m -Z WD. FR. CHASE (UL #105 OR UL #105 HT) - INSTALL AS O z ~ N J PER MANU. SPEC.'S. 4 4 IA I C O CD 2.PROVIDE "ABESCO FF200 FR EXPANDINO FOAM" (OR m 5 5 4 5 Q 5 4 O EQUAL) AT ALL PENTRATION5 AT O FLOORS/WALLS/GEILIN65;PRODUCT CONFORMS TO - --_------- ASTM E 814,ASTM E 84, AND UL 14 701. -=-_ — —:° — - -- - _- 5.MECHANICAL FLUE TO EXTEND 5'-0" MIN. ABOVE ANY - - ----- --- 4 _ - - ---- - I2 4 4 12 ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10-0 . — - IAI -- -- - —_ -- -- ---- --- - -- _I A I --- - - - 2 NEW CHIMNEY TO BE STUCCO FINISH; COLOR TO 2 - --- --- -- ------- -- - ---- --- _= --- 2 __ - ----- -- — O MATCH THE HOUSE - t 3 5TRUGTURAL CORBEL 3 U • - 3 3 3 3 (MATCH HOUSE,TYPJ N (V ...�.J N Q SEE COLUMN DETAIL I/A-201 O U � FROPOSED FRONT SIDE ELEVATION FROi`OSED RI0HT 51DFE ELEVATION SCALE: 1/4" = I'-o" FROFOSEID LEFT SIDFE ELEVATION SCALE: 1/4" = 1'-0" SCALE: 1/4" = P-O" NOTE: ALL FLUMBINO WORK SHALL CONFORM TO LOCAL PLUMBING GORE PROP. OUTDOOR KITCHEN LEO END TYP. ROOFING (SEE HOT WATER SECTION NOTES) NEW — SUPPLY TYP. ROOF CONSTRUCTION z SINK (SEE SECTION NOTES) N w COUNTER — — GOLD WATER '51MPSON' H2.5A p,5 P��PLP o 15UPPLY RAFTER TIE R V I ' �I �v Ni �y TO POOL _I SLAE3 ON HOUSE 5UPPLY W OR>4DE LINE o FASCIA BOARD 4 I .. _ .._ .._.._.. _ .._ .. 5 5 4 PROJECT: I- ----------- BEAM AS PER PLAN IA 1 _ _ BLETSAS "SIMPSON" PG64 (FOR 3 PLY BM) NEW "SIMPSON"LU526STRUCTURE -- "5IMP5ON" 5052-2/4 GALVANIZED JOIST _- - — �/ HANGER 2 - — — - � -- FLUMB I NO RISER — SUFFL I (FOR 2 PLY BM) SCALE: NT5 905 WILLOW DRIVE EAST MARION, N.Y. 11939 3 3 DRAWING TITLE: PROP. OUTDOOR NOTE: PROPOSED EXTERIOR ELEVATIONS KITCHEN ALL PLUMBING WORK CEDAR AS PER POST PLUMBING RISER DIAGRAMS SHALL CONFORM TO LOCAL PLUMBING CODE NEW SINK PAGE: COUNTER POST BASE PER MANU. A-201. 00 SPECIFICATIONS FROP05EC) REAR SIDE ELEVATION DATE: 08/07/24 5 OF 5 SL S ON = Oj�ADE MASONRY DECK AS PER PLANS SCALE: 1/4" P-a" PROP. 4" COLUMN DETAIL (7"rF) . DRAIN 4_ ` TO PROP. A-201.00 SCALE: 5/4" = 1'-0" DRYWELL � b FL-UME31NO RISER - DRAIN / NA57E / VENT 5GALE: NTS