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Home My WebLink About48498-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT °J 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 #: 48498 Date: 11/16/2022 Permission is hereby granted to: Prussen, Roseann 3 Vidoni Dr Mount Sinai, NY 11766 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 3520 Old North Rd, Southold SCTM # 473889 Sec/Block/Lot# 55.-2-25.1 Pursuant to application dated 10/11/2022 and approved by the Building Inspector. To expire on _ 5/17/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $541.20 CO-ADDITION TO DWELLING $50.00 Total: $591.20 Building Inspector N%r'"lAk"GkkA"uy� TOWN OF SOUTHOLD-BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 WP Telephone (631) 765-1802 Fax (631) 765-9502 bqs://www.southoldtowppy.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO:, Building Inspector;, 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: iCG- 10--Zz- OWNERS)OF PROPERTY: Name: .6H fit -► ( � SCTM #1000- °"�"-Z -25-, 1 Project Address: �5 oc p 1-for-T14 Phone#: 6-3.1 , 5-ar,6,0 Email: �►-I Y P(1�sC--d 6� YLN4-0,co,1-1 Mailing Address: '-; ZO oma �loF7�l oar $(rJ o��-,_I�`1 .1/`-/7/ „, i< / / ✓ / 11 i , „CON, A CTP5 /// Name: A44-Q-4,, v .C-1-1 Mailing Address: �� Phone#: Email: ,aN rl-k)d-f B4 C-!f*l DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: II Phone#: 6-11, 727, :, -IYA{ Email: '�A2�Ap�d .KS,J. ,0.4l CONTRACTOR INFORMATION: Name: f�v�t�ov�/�1�2 �Evr=,rnlo�IL Mailing Address: Phone#: Email: DESCRIPTION'OF'P,ROPOSED CONSTRUCTION El New Structure ddition ❑Alteration ❑Repair El Demolition Estimated Cost of Project: ❑Other $ [75,' a Will the lot be re-graded? ❑Yes 2<0 Will excess fill be removed from premises? ❑Yes Ewo 1 N r rrii/ r r / pr6„!�%i �� /%�i ' Existing use of property: ,2�%,y �r �l/�t_ Intended use of property: Zone or use district in which premises is situated: Are there any covenants nd restrictions with respect to A.C— this property? ❑Yes o IF YES, PROVIDE A COPY. ❑ Check Box After i : The owner(contractor/designprofessional 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 applicablelaws,ordinances,building code, housing code and regulations and to admit authorized inspectors cimpremises and in buildings)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 print name): fL 4-144,4 ?ILS ESI ❑Authorized Agent fflOwner Signature of Applicant: ' Date: STATE OF NEW YORK) S: COUNTY OF ) O being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this r _day of 0CJL IU O C_r , 20 a,,A- Notary Public REBECCA Notary A State jai New York PROPERTY OWNER AUTHORIZATION Public lay,Oil L 638 ' 3 . (Where the applicant is not the owner) Qualified in Suffolk county My commission Expires r-eb.04,2023 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 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold, NY 11971-0959 y BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: ro—lo-22 Owner: 2�s Location of Property: �, 4,4-c> too 174 Please take notice that the (check applicable line): New commercial or residential structure v"' Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): i Generated by REScheck-Web Software Compliance Certificate Project Prussen Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Orientation: Bldg. faces 45 deg. from North Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 3520 Old North Road Prussen Jeff Zahn Southold, NY 11971 3520 Old North Road Jeff A.Zahn,Architects Southold, NY 11971 215 Roanoke Avenue 631.356.3967 Riverhead, NY 11901 anthonyprussen@yahoo.com 631.727.0544 jazcad@msn.com shilligil 11 111 Miles! 0 . 6 Compliance: 8.2%Better Than Code Maximum UA: 219 Your UA: 201 Maximum SHGC: 0.40 Your SHGC: 0.31 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. EnvelopeASsemH Ceiling: Flat Ceiling or Scissor Truss 165 30.0 0.0 0.035 0.026 6 4 Ceiling 1: Cathedral Ceiling 834 25.0 0.0 0.041 0.026 34 22 Wall: Wood Frame, 16"o.c. 1,203 21.0 3.0 0.048 0.060 43 54 Orientation: Unspecified Window:Wood Frame SHGC: 0.31 311 0.290 0.320 90 99 Orientation: Unspecified Floor:All-Wood joist/Truss 854 30.0 0.0 0.033 0.047 28 40 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. � X, to--/o 2Z Name-Tittle Sit3nat a Date Project Title: Prussen Residence Report date: 10/10/22 Data filename: Page 1 of 9 REScheck Software Version : REScheck-Web CINJ( Inspection list Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. -- Section Plans Verified Field Verified & Re ,Ip Pre-Inspection/Plan Review mm Value Value Complies? Comments/Assumptions 103.1, ;Construction drawings and ,❑Complies 103.2 documentation demonstrate � ;.`,` ❑Does Not [PR111 ;energy code compliance for the y ❑Not Observable building envelope.Thermal envelope represented on `, ❑Not Applicable construction documents. 103.1, Construction drawings and ` ," ":❑Complies 103.2, documentation demonstrate ❑Does Not 01 403.7 energy code compliance for ❑Not Observable ; [PR3)1 lighting and mechanical systems ,, Systems serving multiple ❑Not Applicable ;dwelling units must demonstrate 'compliance with the IECC Commercial Provisions. 302.1, 'Heating and cooling equipment is, Heating: Heating: '❑Complies 403.7sized per ACCA Manual S based Btu/hr a Btu/hr ;❑Does Not [PR2]2 on loads calculated per ACCA Cooling: s Cooling; ;❑Not Observable Manual J or other methods ti Btu/hr Btu/hr approved by the code official. I ;❑Not Applicable n n a n a a w a Additional Comments/Assumptions: 1 ,.High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Prussen Residence Report date: 10/10/22 Data filename: Page 2 of 9 ` wpr�i lr r wspe llarn Mplile0i Co nmeri /As ump ons, 303,2:1 ;A protective covering is installed to �❑Compiies (FO11)? protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below ❑Not Observable grade. j❑Not Applicable a X03,9 Snow-and ice-melting system controls i❑Complies (FO12]2 :installed. ❑Does Not p ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11(High impar(Tier 1) 2a° Medium Impact(Tier 2) 3 i Low Impact(Tier 3) Project Title: Prussen Residence Report date: 10/10/22 Data filename: Page 3 of 9 se#ion ,Framing`/Rough-ln lnspectio ,' /�//// %!//// %o .// �� /.•; �_.'/ �" � Plans,Veri1•ied `= Field�Ve�ifled ""�� '�'�� n Valuer Value CorgPlles� ,�Comrr�ents/Assumptions &Re .ID 402.1.1, ;Glazing U-factor(area-weighted U- U- "❑Complies See the Envelope Assemblies 402.3.1, °average). UDoes Not ,table for values. 402.3.3, 402.5 ;❑Not Observable [FR2]1 ❑Not Applicable w 303.1.3 :,U-factors of fenestration products i/ i �� ///�i". IComplies [FR4]1 are determined in accordance r' ,'� ❑Does Not with the NFRC test procedure or %/ rr a ;taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 'Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's , ❑Does Not { ;instructions. = Y V❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built A❑Complies [FR20]i is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/l.S.2/A440 fU ❑Not Observable or has infiltration rates per NFRC r / �r " %, ❑Not Applicable 400 that do not exceed code , % PP limits. 402.4.5 IC-rated recessed lighting fixtures / y, , ❑Complies r [FR16]2 sealed athousing/interior finish /r �r�� ' ,,''�'/ "' ❑Does Not Mand labeled to indicate <_2.0 cfm �;o / °❑Not Observable leakage at 75 Pa. . � ❑Not Applicable 403.3.1 ;Supply and return ducts in attics ', � `" .° , � ,'❑Complies [FR12]1 :insulated >= R-8 where duct is r % ❑Does Not r>= 3 inches in diameter and >_ /; o✓%/ %o/ /i ❑Not Observable R-6 where < 3 inches. Supply and�r��/�/�!��/,;�%Jig%'r'%ter%�lf /'„'�/' ireturn ducts in other portions of �/ �� r� �� ❑Not Applicable ,the building insulated >= R-6 for ,diameter>= 3 inches and R-4.2 a ;for< 3 inches in diameter, 403.3.2 !Ducts, air handlers and filter (/ // f//I Je�/ i%/ /f j/ /// ❑Complies [FR13]1 boxes are sealed with 1 /// ��/ter❑Does Not points/seams compliant with International Mechanical Code or ❑Not Observable International ResidentialCode, as ' „� ❑Not Applicable [ applicable. %l py io/iii%/%/ //If/% /i '403.3.5 g �//` /ii/�%/�� ,�'/��,ll,///�% //////ii%,�❑Complies r .Bwldin cavities are not used as �////// //////I/ /i/i, �� f� [FR15]3 Educts or plenums. /r' %i%J%/%//'/j0 � � '❑ p ��,/,ai � % �,,�/i� %/�� Does Not ❑Not Observable d ❑Not Applicable 403.4 HVACconve in P�P 9 i ing fluids o R- m R- ;❑Complies conveying FR1712 above 105 -F or chilled fluids I ❑Does Not tl below 55 °F are insulated to >_R- I ? � 3 4 ;❑Not Observable ,❑Not Applicable , 403.4.1 Protection of insulation on HVAC °//;' /// "/ %' 'i' %" "% Com lies I i �% f r/�/ / ,��j�l /� [FR24] rpipmg. 1�%///i////'' '�i ' i "/��%�%/�r%o%�❑Does Not n. Not Observable a ❑Not Applicable 403.5.3 ;Hot water pipes are insulated to R- a R- i❑Complies o [FR18]2 >_R-3. p I❑Does Not 'r a ❑Not Observable i a +❑Not Applicable a 1403.6 lAutomatic or gravity dampers are '�'r air , rr rrpyi - °1-JComplies L [FR19]2 dinstalled on all outdoor air ❑Does Not ]intakes and exhausts. ❑ d Not Observable Not Applicable ❑ 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3, Low Impact(Tier 3) Project Title: Prussen Residence Report date: 10/10/22 Data filename: Page 4 of 9 Additional Comments/Assumptions: 1 I High Impact(Tier 1) L2 Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: Prussen Residence Report date: 10/10/22 Data filename: Page 5 of 9 e1 I, MEtid� Pi4" @di Iwr�swlatloawu � �popu ' ;, C�arwrplie Camrxwts/�:awsrrrpt�crns VIe 303.1, All installed insulation is labeled ! „ %, y°i, '°'°',❑COmplies [lN11or the installed R-values l/ ®Dogs Not provided. , i ❑Not Observable UNot Applicable 402.1.1, °Floor insulation R-value. R- a R- f❑Complies See the Envelope Assemblies 402.2.6 a U❑ Wood ❑ Wood 9❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable F Y' UNot Applicable ry + d V ? 1 q I 303.2, Floor insulation installed per %',', ❑Complies 402.2.8 manufacturer's instructions and 1 ❑Does Not [IN2]3- fl in substantial contact with the ❑Not Observable � underside of the subfloor,or floor framing cavity insulation is in ❑Not Applicable 4 contact with the top side of ;sheathing,or continuous ' a insulation is installed on the 4 underside of floor framing and extends from the bottom to the ;top of allperimeter floor framing members» 402.1.1, ;Wall insulation R-value. If this is a; R- R- ;1—]Complies See the Envelope Assemblies 402.2.5, 'mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 ;wall Insulation on the wall ;❑ Mass x❑ Mass 1❑Not Observable [IN3)1 ,exterior,the exterior insulation ; Steel Steel ❑Not Applicable !requirement applies(FR10). l® ❑ 303.2 linstalled per DopN[IN4]i manufacturer's instructions. ot I u QNot Observable DNot Applicable Additional Comments/Assumptions: 11'Nigh Impact(Tier 1) - Medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title: Prussen Residence Report date: 10/10/22 Data filename: Page 6 of 9 Sectlo ✓ ,r/ �"Planswerifled Field°,Yerlfiedi, / �% Final,Inspecrtion Provisions . :. Complies?'„11” Comments/Assumptions" Yalue Value:,; 402.1.1, Ceiling insulation R-value. I R- R- ;❑Complies ,See the Envelope Assemblies 402.2.1, ❑ Wood j❑ Wood fi❑Does Not ;table for values. 402.2.2, o ❑ Steel ❑ Steel j❑Not Observable 402.2.6 [Fill' UNot Applicable 303.1 1.1, ;;Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. , ,�, , t,/ ❑Does Not [F12]1 `Blown insulation marked every „ �' �� e � �r, � r ,r ,r+ ❑ 300 ft2. 'r j; �%3Not Observable I JI, `'��❑Not Applicable 402.2.3 Vented attics with air permeable ❑Compiies c [F122]2 insulation include baffle adjacent �t ' �,i�l /i' ❑Does Not ,to soffit and eave vents thatY El Not Observable o extends over insulation. :;W❑Not Applicable FI3] 'insulation >:R-value of the R- ' R- ;❑Complies 402.2.4 ;Attic access hatch and door B (F1311 �❑Does Not u ;adjacent assembly. b ❑Not Observable u ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies [F117]1 'ach in Climate Zones 1-2, and UDoes Not Q<=3 ach in Climate Zones 3-8, ;❑Not Observable '❑Not Applicable 8 403.3.3 °Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [F127]1 :determine air leakage with ft2 ft2 ❑Does Not ;either: Rough-in test:Total leakage measured with a ;❑Not Observable I f pressure differential of 0.1 inch o ❑Not Applicable u �w.g. across the system including m tl the manufacturer's air handler a (,enclosure if installed at time of tl tl tl Aest. Postconstruction test:Total e tl tl I tl 6 4Ieakage measured with a „pressure differential of 0.1 inch a A kw.g. across the entire system including the manufacturer's air ; R tl chandler enclosure. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies [F14]i cfm/100 ft2 across the system or ft2 ft2 I❑Does Not $<=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable mtests,verification may need to p❑Not Applicable a occur during Framing Inspection. n U403.3.2.1 Air handler leakage designated ❑Complies tl p //r rr//r [F124]1 qby manufacturer at<=2%of � �/,�/� i � 'r' r„��❑Does Not ^ :design 9 ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats > om lies [F19]2 'installed for control of primary ❑Does Not ; heating and cooling systems and Not Observable initial) set b manufacturer to �f'f�; ❑ ti Y Y /%'l / %ii ;'j� j/i/ %/ r%� ' / � f��//irr i i/ f ❑Not Applicable code specifications. Fx tl 1403.1.2 i Heat pump thermostat installed ❑Complies I FI10 r , 1 / / tl [ ] ion heat pumps. ❑Does Not tl ❑Not Observable n ❑Not Applicable 403.5.1 Circulating service hot water f� ( ❑Complies n [FI11]2" ;systems have automatic or ❑Does Not accessible manual controls. / ❑Not Observable Applicable f/ ❑NotA P P m 11 High Impact(Tier 1) Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Prussen Residence Report date: 10/10/22 Data filename: Page 7 of 9 Section 'Plans Verified '!Field Verified % ' # Final Inspection`Provislons Value Value Complies? Comments/Assumptions & Re .lD 403.6.1 All mechanical ventilation system t ❑Complies [F125]2 fans not part of tested and listed %❑Does Not HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable ❑Not Applicable R403.6.1. ._ 403.2 Hot water boilers supplying heat „❑Complies ; I[F126]2 through one-or two-pipe heating w ❑Does Not systems have outdoor setback F' ° ❑Not Observable control to lower boiler water 1 'temperature based on outdoor g❑Not Applicable p temperature. 403.5.1.1 ;Heated water circulation systems �O� t' ;' ❑Complies [F128]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated ° return pipe or a cold water supply, ❑Not Observable j pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are ..r not present. Controls for circulating hot waters stem pumps start the pump with signal "for hot water demand within the ; occupancy.Controls r automatically turn off the pump when water is in circulation loop y, is at set-point temperature and tno demand for hot water exists. ; -,❑Com lies 403.5.1.2 'Electric heat trace systems P (F129]2 ,comply with IEEE 515.1 or UL � g❑Does Not 515.Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water era temPture in the piping.Demand recirculation [ 130 ]:2systems have controls that � f�lfJ �,❑DoesNot u water J ElCom lies z I�� ❑ manage operation of the pump y� ��1J/ �// , ,, Not Observable r and limit the temperature of the rf , /p��f��%�;�� ❑Not Applicable .water entering the cold water piping to <= 1049F. . 403.5.4 Drain water heat recovery units ❑Complies [F131]2 tested in accordance with CSA ❑Does Not l B55.1. Potable water-side ❑Not Observable F pressure loss of drain water heat ��/ �'�,,00,,, r,"ii�///�� %� ❑Not Applicable recovery units < 3 psi for �%%%��/��j�r�i,;j�J�/i,�i1�%l '/ 'i%;/"�� P'"' individual units connected to one or two showers. Potable water- % � side pressure loss of drain water heat recovery units < 2 psifor individual units connected to / ;three or more showers. ' o '�i%%�i'/" ii 404.1 i90%or more of ermanent %/!/ A Complies [FI6]1 Afixtures have high efficacy lamps r ; / s ", ❑Does Not ,❑Not Observable u, ,.,,,,,, ,!�/�!G��i,�,,,", �, r� , , �' , ❑Not Applicable U 404.1.1 ;Fuel gas lighting systems have ❑Com lies i / o /�i / [F123]3 `.no continuous pilot light `��jJ/i��%�f/�i� �%��/�%i��'�❑Does Not "Go ❑Not Observable 'n LJNot Applicable , 401.3 'Compliance certificate posted. EComplies [F1712 //°' oes Not ❑Not Observable r, � � �, �// �f/��/��❑Not Applicable p 1 HighImpact(Tier 1) 2 Medium Impact(Tier 2) 3 [Low Impact(Tier 3) Project Title: Prussen Residence Report date: 10/10/22 Data filename: Page 8 of 9 P" 401 a '; �Inai<Nrwfi ion f�pr�sp�!iKis�i�r� + � �li�ea�i"r; �owr�n�er�" "A �urn�lao °% ( Manufacturer manuals for +r y, jt; %,f %�j /iii!% '/'; 'Complie 303'.3 s fly. 3 mechanical and water heating ? t�'' '�„ �' i �[]Does Not systems have been provided. ,„E]Not Observable EINot Applicable g Additional Comments/Assumptions: 1 I High Impact(Tier t.) Medium Impact(Tier 2) 3 1 Low Impact('Tier 3) Project Title: Prussen Residence Report date: 10/10/22 Data filename: Page 9 of 9 Efficiency Certificate Above-Grade Wall 24.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 25.00 Ductwork (unconditioned spaces): Window 0.29 0.31 Door Heating System: stem: Cooling System: Water Heater: Name: Date: Comments 14 F I F -I r .1 r -41 k i i L AlIL -AlkC 0 S C D 0 C [J JL � 1 LaG3C�G�1�4CC�4 M MJAH(pm J1MIME l'p F I & A r I -I A F -1 0 , S I I I E ADD 0 G3(J�IGG3GL1�Ls1Dg [v1CIi �IOGC3 ° o r10 _-AL-1 L XIL AlL AIL -A!L- s _AIL c 0 -JiLR _.AL _A!L S S -.LN D 4 1 TABLE OF DIMENSIONAL REGULATIONS 43 TOWN OF SOUTHOLD Q $'00' DISTRICT 1000,SECTION 55,BLOCK 2,LOT 25.1 O \ SINGLE FAMILY DWELLING ZONE-RES A-C EXISTING PROPOSED QO MINIMUM LOT AREA 80,000 SF 94,720.34 SF NO CHANGE Moumo m� EX15T. \ MAX. LOT COVERAGE 20% 3.11% 4.01 ASPHALT 10-10-22 ISSUED FOR PERMITS DRIVEWAY MINIMUM WIDTH 175' 300' NO CHANGE AND GON5TRUGTION. HEIGHT / NO. OF STORIES 35'/2 1/2 25'-6"/2 NO CHANGE \ MINIMUM FRONT YARD DEPTH 60' 207' 199.5' MINIMUM SIDE YARD WIDTHS (SINGLE / TOTAL) 20'/45' 61.5'/80' 61.5'/52.6' REAR YARD 75' 184.4" NO CHANGE �+ NOTE: SUBJECT PROPERTY IS LOCATED WITHIN "RESIDENCE A-C" ZONE w \ \ \ EX15T. WALK EX15T. MASONRY EXIST. WALK I STORY FRAME a IC75$1 HOUSE a$D?1 / iz r:�RA I NAer= r:)E!510N GR 1 TrER I A: q (,o�pppSF MSN 1. RUNOFF GOEFFIGIENTS: EXIST. DECK 7205.F DETACHED PAVEMENT = 1.00 Cl GARAGE FILED UNDER ROOF " = 1.00 SEPARATE PERMIT LANDSCAPE= 0.20 a PROP. $LAWN 852.56 S.F. •$' PROPOSED V DIA X 4' ADDITION 2. PROVIDE STORAGE FOR 3" RAINFALL DEEP STORM POOL3/ a , ROOF DRAINAGE CALCULATIONS: DRAIN AREA 'A' �--� DRAIN AREA 'B' / I. DRAIN AREA A: ..� l C 557.56 S.F. ROOF x .25 xlOOgb = 138.39 G.F. 0o �C/ � o `�'�PROP05ED 8' DIA X �� USE (I) 8' DIA. X 4' DEEP STORM POOL w m `w 4 DEEP STORM POOL X N p ry W/ OPEN GRATE. = 168.86 G.F. �j O 2. DRAIN AREA B: 486.89 5.F. ROOF X .25 X .20 = 124.22 G.F. W - - U5E (1) 8' D 1 A. X 4' DEEP STORM POOLI- - — N120 2Cf140' W W/ OPEN GRATE. = 168.86 G.F. 3c10.03' w O 7—" 51TE PLAN IS BASED ON A SURVEY... Z c (D SCALE: I"=30' W LLIo 00 C) �_- o0 0 0 � � a o � o � 0 0 jD _.N_ 0 -A,,R- -Am.- A,k�_ 0 D ( ONO. INITIAL LATEST 155UANCE NO. DRAWING TITLE 155UANGE REV1510N NO. DATE (r�Q�o [�p[L,[�g PR0.1EGT5-2231 o T-I TITLE SHEET $ 51TE PLAN 10-10-22 T-I.DWC 9 N-I 5PEG I F I GATI ON5 10-10-22 so 0 D W YO K D� WLr�W�LIV�#°o 7 A-1 5GHEDULE5, NOTES � DETAILS 10-10-22 A-2 REMOVAL PLAN 10-10-22 UUTUBER 109 2022 A-3 FOUNDATION PLAN, PLUMBING RISER 4 NOTES 10-10-22 A-4 FLOOR PLAN, 5GHEDULE5 $ NOTES 10-10-22 _ A-5 ROOF PLAN 10-10-22 T A-6 5ECTION5 10-10-22 A-1 5EGTION 10-10-22 A-8 ELEVATIONS 10-10-22 NEW M05 DIVISION 1 - GENERAL REQUIREMENTS 8. BEAM POCKETS SHALL BE FORMED INTO CONCRETE WALLS TO PROVIDE A CONTINUOUS LEVEL FLAT SOLID BEARING SURFACE DIVISION 7 - THERMAL AND MOISTURE PROTECTION 1. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: FOR ALL BEAMS. A. THESE GENERAL NOTES UNLESS OTHERWISE NOTED ON PLANS OR SPECIFICATIONS. A. ROOFING: B. BUILDING CODE AS SPECIFIED ON THE ARCHITECTURAL DRAWINGS. DIVISION 6 - WOOD 1. FIBERGLASS SHINGLES: THIRTY (30) YEAR SELF SEALING SHINGLES OVER 1 LAYER OF 30# ASPHALT SATURATED FELT UNDERLAYMENT C. ALL APPLICABLE LOCAL AND STATE CODES, ORDINANCES AND REGULATIONS. A. LUMBER GRADE: AMERICAN SOFTWOOD LUMBER STANDARD UNLESS OTHERWISE NOTED. INSTALL ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 2. CEDAR SHAKES: #2 GRADE RED-LABEL CEDAR SHAKES (18" 1 X .45"T) OVER ONE LAYER 30 A.S.F. UNDERLAYMENT. INSTALL WITH 4 STRICT GRADING SHALL COMPLY WITH DOC PS 20-70 AND APPLICABLE WESTERN WOOD PRODUCTS ASSOCIATION STANDARDS. D. IN AREAS WHERE THE DRAWINGS DO NOT ADDRESS METHODICALLY, THE CONTRACTOR SHALL BE BOUND TO PERFORM IN 1/2" WEATHER EXPOSURE. APPLY AN 18" WIDE STRIP OF 30# A.S.F. OVER EACH COURSE OF SHAKES, 9" FROM BOTTOM EDGE OF SHAKE EXTENDING OVER TOP OF SHAKE AND ONTO SHEATHING. COMPLIANCE WITH MANUFACTURER'S SPECIFICATIONS AND/OR RECOMMENDATIONS. 3. SAVE FLASHING: SEE NOTE B-4, BELOW. 1. ALL LUMBER SHALL BE, UNLESS OTHERWISE NOTED, NO. 2 GRADE. DOUGLAS FIR-LARCH WITH THE FOLLOWING MINIMUM STRUCTURAL 2. ON-SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR VALUES. AND HIS SUBCONTRACTORS A. EXTREME FIBER BENDING STRESS: 2 X & WIDER FB 875 PSI B. Flashing L°aG°3C�G��l�CC54 B. HORIZONTAL SHEAR: FV = 95 PSI 1. ALL FLASHING, COUNTER FLASHING, AND COPING WHEN OF METAL SHALL BE OF NOT LESS THAN NO. 26 U.S. GAUGE 3. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. NEVER SCALE DIRECTLY FROM DRAWINGS. CONTRACTOR SHOULD C. COMPRESSION PERPENDICULAR TO GRAIN: FCL = 625 PSI CORROSION-RESISTANT 2�9� G30OL1MOO[ Q�'IC [n�MC CONSULT DESIGN PROFESSIONAL IN CASE OF QUESTION. D. COMPRESSION PARALLEL TO GRAIN: FC = 1300 PSI 2. FLASH ALL EXTERIOR OPENINGS AND ALL BUILDING CORNERS WITH APPROVED MATERIAL TO EXTEND AT LEAST 4" BEHIND WALLCOVERING. nowtmmimng mw m E. MODULUS OF ELASTICITY: E = 1,600,000 PSI COVER ALL EXPOSED PLYWOOD AT BUILDING CORNERS WITH WATERPROOF BUILDING PAPER. 603 022.@&64 4. THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE JOB UNLESS OTHERWISE NOTED OR SHOWN. F. MOISTURE CONTENT: 19 % MAXIMUM 3. STEP FLASH AT ALL ROOF TO WALL CONDITIONS. FLASH AND CAULK WOOD BEAMS AND OTHER PROJECTIONS THROUGH EXTERIOR 2. OTHER SPECIES MAY BE USED PROVIDED SUBSTITUTED SPECIES SHALL MEET OR EXCEED REQUIREMENTS NOTED ABOVE. WALLS OR ROOF SURFACES. 5. DISCREPANCIES: THE CONTRACTOR SHALL COMPARE AND COORDINATE ALL DRAWINGS; WHEN IN THE OPINION OF THE 3. MOISTURE CONTENT: ALL LUMBER 4" AND DEEPER SHALL HAVE MOISTURE CONTENT NOT GREATER THAN 19 %, AIR DRIED LUMBER IS 4. EAVE FLASHING SHALL CONSIST OF TWO LAYERS OF 15# A.S.F. CEMENTED TOGETHER IN ADDITION TO REQUIRED NAILING FROM THEEDGE �nn CONTRACTOR, A DISCREPANCY EXISTS HE SHALL PROMPTLY NOTIFY THE ARCHITECT, IN WRITING, BEFORE PROCEEDING WITH DESIRED BUT NOT NECESSARY. LUMBER MAY BE KILN DRIED, HOWEVER DRYING PROCESS MUST BE SLOW AND REGULATED TO CAUSE A OF THE EAVE UP THE ROOF TO OVERLAY A POINT 24 INCHES INSIDE THE INTERIOR WALL LINE OF THE BUILDING. °° THE WORK OR HE SHALL BE RESPONSIBLE FOR THE SAME AND ANY INDIRECT RESULTS OF HIS ACTION. MINIMUM AMOUNT OF CHECKING, COMPARABLE WITH AIR DRIED STOCK. C. ATTIC VENTILATION: 4. ALL EXTERIOR LUMBER AND LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE PRESERVATIVE TREATED IN 1. ENCLOSED ATTIC TRUSS SPACES AND ENCLOSED ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR SEPARATE SPACE WITH SCREENED ' 6. OMISSIONS: ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL BE CONSIDERED AS PART OF THE CONDITIONS FOR THE ACCORDANCE WITH AF&PA STANDARDS AND STAMPED "GROUND CONTACT 0.40 LBS/CUBIC FOOT". VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF MOISTURE AND RAIN IN ACCORDANCE WITH THE WFCM, WORK. IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, CURRENT 5. GRADE STAMPS SHALL APPEAR ON ALL LUMBER. AND NYS AND LOCAL CODES AND ORDINANCES. SEE DETAILS ON ARCHITECTURAL NATIONAL, STATE AND LOCAL CODES, ORDINANCES, REGULATIONS OR AGREEMENTS AS WELL AS CURRENT ACCEPTABLE BUILDING 6. STORE ALL LUMBER ABOVE GRADE AND PROTECT FROM EXPOSURE TO WEATHER. PLANS FOR LOCATIONS AND DETAILS. PRACTICES SHALL GOVERN, AND THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR NOTED. B. FLITCH BEAMS: DIVISION 8 - DOORS AND WINDOWS 1. FLITCH BEAMS SHALL HAVE A MINIMUM FB = 15000, E=11.4 WITH 1/2" BOLTS LOCATED NOT CLOSER THAN 2" FROM THE TOP AND A. General 7. THE ARCHITECT WILL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, BOTTOM EDGE UNLESS OTHERWISE NOTED. THERE SHALL BE A BOLT TOP AND BOTTOM 2" FROM EACH END (SEE TYPICAL FLITCH PLATE 1. WINDOWS IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS (120 MPH WIND ZONE OR WITH-IN ONE MILE OF THE OCEAN. BAY r TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, BOLT PATTERN DETAIL). AND SOUND) SHALL HAVE GLAZED OPENINGS PROTECTED FROM WIND-BORNE DEBRIS OR THE BUILDING SHALL BE DESIGNED AS A AND WILL NOT BE RESPONSIBLE FOR THE FAILURE OF THE CLIENT OR HIS CONTRACTORS, SUBCONTRACTORS, OR ANYONE PARTIALLY ENCLOSED BUILDING IN ACCORDANCE WITH THE BUILDING CODE OF NEW YORK STATE. GLAZED OPENING PROTECTION FOR �% �:.-.•,-..-,,;. ,;r ' PERFORMING ANY OF THE WORK, TO CARRY OUT THE WORK IN ACCORDANCE WITH THE APPROVED CONTRACT DOCUMENTS. C. JOIST HANGERS: WIND-BORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTME 1996 AND OF ASTME 1886 8. ANY AND ALL DRAWINGS AND SPECIFICATIONS FOR S 1. ALL PURLINS, JOISTS AND BEAMS NOT FRAMED OVER SUPPORTING MEMBERS SHALL BE SUPPORTED EXCEPTION: K, PLUMBING SUPPLY OR WASTE, ELECTRICAL CIRCUITRY, AND 2. JOIST HANGERS SHALL BE PRIME QUALITY STEEL WHICH CONFORMS TO ASTM-A525, MIN. 22 GAUGE. PRODUCTS ACCEPTABLE WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16 INCH (11.1 MM) AND A MAXIMUM SPAN OF 8 FEET (2438 MM) SHALL HEATING, VENTILATING, FABRICATED TRUSSES, AND AIR CONDITIONING SYSTEMS ARE NOTA PART OF THE PROFESSIONAL SHALL BE SIMPSON, KANT-SAG, OR EQUIVALENT. BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER THE GLAZED SERVICES PROVIDED TO THE CLIENT BY THE ARCHITECT UNLESS INCLUDED UNDER THEIR AGREEMENT. ANY DISCREPANCIES OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE PROVIDED IN ACCORDANCE WITH THE PROVISIONS OF THE WITH THESE DOCUMENTS BY ANY OF THE ABOVE LISTED SERVICES AS SHOWN IN DOCUMENTS PREPARED BY OTHERS SHOULD D. BOLTS IN WOOD FRAMING: RESIDENTIAL CODE OF NEW YORK STATE. BE INDICATED IN WRITING TO THE ARCHITECT IMMEDIATELY. 1. ALL BOLTS IN WOOD FRAMING SHALL BE STANDARD MACHINE BOLTS WITH STANDARD MALLEABLE IRON WASHERS OR STEEL PLATE nn nn 9. PRIOR TO APPLICATION FOR BUILDING PERMITS, THE CONTRACTOR WILL FURNISH THE ARCHITECT WITH TWO SETS OF SHOP WASHERS. 2. ALL WINDOWS SHALL HAVE INSULATING GLASS, OR SINGLE GLASS WITH STORM WINDOWS OR EQUAL. SIZES INDICATED ON PLANS ARE DRAWINGS OF ALL PREFABRICATED COMPONENTS ONE SET TO BE RETAINED BY ARCHITECT THE OTHER SET TO BE RETURNED NOMINAL ONLY. BUILDER TO CONSULT WITH WINDOW MANUFACTURER TO DETERMINE EXACT SIZES ROUGH OPENING ETC. AT LEAST ONE ' 2. STEEL PLATE WASHER SIZES SHALL 1/ AS FOLLOWS: WINDOW FROM EACH BEDROOM AREA SHALL HAVE A NET CLEAR OPENING AREA OF 5.7 SQ. F7. (GRADE FLOOR 5.0 SQ. FT.) WITH A TO CONTRACTOR AFTER REVIEW. ITEMS REQUIRING SHOP DRAWINGS INCLUDE BUT ARE NOT LIMITED TO ROOF TRUSSES, A. 1/2" AND 5/8" DIAM. BOLTS - 2-1/4" SQ. X 5/16" �� 10-10-22 155UED FOR FLOOR TRUSSES, STAIRS, CABINETS, VANITIES, ETC. SHOULD THE DESIGN OR CONFIGURATIONS OF ANY PREFABRICATED NET CLEAR HEIGHT OF 24 A NET CLEAR OPENING WIDTH OF 20 AND A SILL HEIGHT OF 44 OR LESS ABOVE THE FLOOR FOR COMPONENT BE MODIFIED DURING CONSTRUCTION FROM PREVIOUSLY APPROVED SHOP DRAWINGS, THE ARCHITECT SHALL BE B. 3/4" DIA. BOLTS-2-5/8" SQ. X 5/16". EGRESS PURPOSES. GLAZING IN DOORS AND FIXED GLAZED PANELS IMMEDIATELY ADJACENT TO DOORS OR WITHIN 18" OF THE FLOOR, PERMIT5 4 G0N5TRUGTI0N. FURNISHED, PRIOR TO FABRICATION, WITH REVISED SHOP DRAWINGS INCORPORATING THE REVISION. IF THE ARCHITECT IS NOT 3. EACH BOLT HOLE IN WOOD SHALL BE DRILLED 1/16" LARGER THAN DIAMETER OF BOLT. WHICH MAY BE SUBJECT TO FREQUENT AND RECURRENT ACCIDENTAL HUMAN IMPACT, GLAZING IN ANY DOOR ENCLOSING SHOWER, TUB, PROVIDED WITH THE ABOVE INFORMATION, THE CLIENT SHALL DEFEND, INDEMNIFY, AND HOLD HARMLESS THE ARCHITECT FROM 4. FOR SILL ANCHORS, SEE TYPICAL DETAILS ON ARCHITECTURAL DRAWINGS. SOUND OR STEAM ROOM, ANY INDIVIDUAL PANE OF GLASS WITH AN THE AREA GREATER THAN 9.0 SQ FT, WERE THE BOTTOM IS LESS ANY CLAIM OR SUITE WHATSOEVER, INCLUDING BUT NOT LIMITED TO, ALL PAYMENTS, EXPENSES OR COSTS INCLUDED, ARISING THAN 18" ABOVE THE ADJACENT FINISH FLOOR WITHIN 36" OF THE WINDOW, GLAZING OF WALLS OF SPAS, HOT, TUBS OR INDOOR OR ALLEGED TO HAVE ARISEN FROM PREFABRICATED ITEMS. E. LAG BOLTS: POOLS WITHIN 5'-0 OF THE WATER, GLAZING IN STAIRWAYS AND LANDINGS WITHIN 3'-0" HORIZONTALLY OF A WALKING SURFACE 1. SHALL BE OF STRUCTURAL GRADE STEEL. SHALL BE TEMPERED AS PER RESIDENTIAL CODE OF NEW YORK STATE AND LOCAL CODES AND ORDINANCES. THE REQUIREMENT DOES 10. THE CONDITIONS AND ASSUMPTIONS STATED IN THESE SPECIFICATIONS SHALL BE VERIFIED BY THE CONTRACTOR FOR 2. WASHERS SHALL BE PLACED UNDER THE HEAD OF LAG BOLTS BEARING ON WOOD. LENGTH OF LAG BOLTS SHALL BE MINIMUM NOT APPLY IF BOTTOM EDGE THE GLASS IS MORE THAN 60" ABOVE THE FLOOR CONFORMANCE TO LOCAL CODES AND CONDITIONS. IN THE EVENT OF A DISCREPANCY BETWEEN THESE SPECIFICATIONS AND 2/3 DEPTH OF MEMBERS BEING BOLTED TOGETHER. LOCAL CODES OR CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF THE DISCREPANCY AND SPECIAL ENGINEERING REQUIREMENTS SHALL BE APPLIED TO INSURE THE BUILDING'S STRUCTURAL INTEGRITY. F. ALTERING STRUCTURAL MEMBERS: DIVISION 9 - FINISHES 1. NO STRUCTURAL MEMBER SHALL BE OMITTED, NOTCHED, CUT, BLOCKED OUT OR RELOCATED WITHOUT PRIOR APPROVAL BY THE 11. THESE REQUIREMENTS MAY BE SUPERSEDED BY MORE STRINGENT INFORMATION CONTAINED WITHIN ARCHITECT. DO NOT ALTER SIZES OF MEMBERS NOTED WITHOUT APPROVAL OF ARCHITECT. A. GENERAL THE DRAWINGS. THE MORE STRINGENT SHALL BE FOLLOWED. 1. ALL GYPSUM WALLBOARD SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THE RESIDENTIAL CODE OF NEW YORK G. BUILT-UP BEAMS: STATE AND LOCAL CODES AND ORDINANCES (AS APPLICABLE). 12. SOIL CONDITIONS SHALL CONFORM TO OR EXCEED THE FOLLOWING CONDITIONS: 1. BUILT-UP BEAMS OR JOISTS FORMED BY A MULTIPLE OF 2 X MEMBERS SHALL BE INTERCONNECTED AS FOLLOWS: 2. GYPSUM WALLBOARD SHALL NOT BE INSTALLED UNTIL WEATHER PROTECTION FOR THE INSTALLATION IS PROVIDED. STORAGE SHOULD BEARING CAPACITY: MIN. 2000 PSF. FIELD VERIFIED UNDER ALL FOOTINGS AND REINFORCED SLABS. A. MEMBERS 9-1/4" AND LESS IN DEPTH: GLUE AND INTERNAIL W/2 ROWS 16D NAILS AT 12" O.C. STAGGERED. BE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. WATER TABLE: MIN. 2'-0" BELOW BOTTOM OF ALL CONCRETE SLABS AND FOOTINGS. FOOTINGS, FOUNDATIONS, WALLS, AND B. MEMBERS GREATER THAN 9-1/4" IN DEPTH OR MULTIPLE 3 X MEMBERS THROUGH BOLT WITH 1/2" DIAMETER MACHINE BOLTS AT 3. ALL EDGES AND ENDS OF GYPSUM WALLBOARD SHALL OCCUR ON THE FRAMING MEMBERS EXCEPT THOSE EDGES WHICH ARE SLABS SHALL NOT BE PLACED ON OR IN MARINE CLAY, PEAT AND OTHER ORGANIC MATERIALS. 24" O.C. STAGGERED. PERPENDICULAR TO THE FRAMING MEMBERS. ALL EDGES OF GYPSUM WALLBOARD SHALL BE IN MODERATE CONTACT EXCEPT IN CONCEALED SPACES WHERE FIRE RESISTIVE CONSTRUCTION IS NOT REQUIRED. 13. LIVE LOADS: ROOF: 20PSF. FLOOR: 40PSF (EXCEPT SLEEPING ROOMS: 30PSF). EXTERIOR BALCONIES: 60PSF. STAIR H. CUTTING OF BEAMS JOIST AND RAFTERS: 4. THE SIZES AND SPACING OF FASTENERS SHALL COMPLY WITH THE RESIDENTIAL CODE OF NYS AND LOCAL CODES AND ORDINANCES LANDINGS: 40PSF. WIND LOAD: 15PSF. GARAGE: 50PSF. MAXIMUM FOUNDATION LATERAL PRESSURE: 40PSF. DEAD LOADS: 1. CUTTING OF WOOD BEAMS, JOISTS AND RAFTERS SHALL BE LIMITED TO CUTS AND BORED HOLES NOT DEEPER THAN 1/6 THE DEPTH (AS APPLICABLE). 1OPSF. DECKS: 40PSF. ATTICS WITHOUT STORAGE 1OPSF. ATTICS WITH STORAGE 20PSF. GUARDRAILS & HANDRAILS 20OPSF. OF THE MEMBER AND SHALL NOT BE LOCATED IN THE MIDDLE OF 1/3 OF THE SPAN. NOTCH DEPTH OF THE ENDS AT THE MEMBER 5. PROVIDE MOISTURE RESISTANT DRYWALL CEMENT BOARD AT TUBS AND SHOWERS AS SHOWN ON DETAILS IN ARCHITECTURAL SHALL NOT EXCEED 1/4 THE DEPTH OF THE MEMBER. HOLES BORED OR OUT INTO JOIST SHALL NOT BE CLOSER THAN 2 INCHES TO DRAWINGS. 14. BOTTOM OF FOOTINGS SHALL EXTEND BELOW FROST LINE OF THE LOCALITY AND MINIMUM 3'-0" BELOW EXISTING GRADE THE TIP OR BOTTOM OF THE JOISTS AND THE DIAMETER OF THE HOLE SHALL NOT EXCEED 1/3 THE DEPTH OF THE JOIST. THE 6. FIRE-RESISTIVE CONSTRUCTION: GARAGE CEILINGS AND WALLS WHEN ADJACENT TOA DWELLING UNIT SHALL BE OF RATED TO UNDISTURBED SOIL. OR SOIL COMPACTED TO 95 AS VERIFIED BY A SOILS ENGINEER LICENSED IN THE LOCALITY WHERE TENSION SIDE OF BEAMS, JOISTS AND RAFTERS OF 4 INCHES OR GREATER NOMINAL THICKNESS SHALL ON THE DRAWINGS.SHALL NOT BE NOTCHED, EXCEPT AT CONSTRUCTION ACCORDING S. THE(5/8" TYPE X WALLS AND CEILINGS) UL DESIGN SPECIFIED ON THE DRAWINGS WHEN UNITS ARE DESIGNED UNDER NYS STANDARDS AS PROJECT IS BEING BUILT. ENDS OF MEMBERS. DIVISION 15 - MECHANICAL 15. ALL FOUNDATION WALL BACKFILL UNDER SLABS WHERE DISTANCE FROM EDGE OF WALL TO EDGE OF UNDISTURBED SOIL I. PIPES IN STUD BEARING NAILS OR SHEAR NAILS: EXCEEDS 16", BUT LESS THAN 4'-0", SHALL CONSIST OF CLEAN, POROUS, SOIL COMPACTED IN 6" LAYERS TO 95 OR 1. NOTCHES OR BORED HOLES TO STUDS OF BEARING WALLS OR PARTITIONS SHALL NOT BE MORE THAN 1/3 THE DEPTH OF THE STUD. A. HEATING VENTILATION AND AIR CONDITIONING: PROVIDE #4 REBAR AT 2'-0" O.C., 1'-0" BEYOND EDGE OF UNDISTURBED SOIL AND 1'-0" INTO FOUNDATION WALL. 1. ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL CURRENT CODES AND REGULATIONS OF THE GOVERNING AGENCIES. J. BRIDGING AND BLOCKING: 2. MECHANICAL SUBCONTRACTOR TO SUBMIT SHOP DRAWINGS INDICATING DUCT LAYOUTS, CONDENSER LOCATION, DUCT SIZES, ETC. TO 16. FREE DRAINING GRANULAR BACKFILL (SM OR BETTER) SHALL BE USED AGAINST FOUNDATION WALLS CONSISTENT WITH THE 1. THERE SHALL BE NOT LESS THAN ONE LINE OF BRIDGING IN EVERY EIGHT FEET OF SPAN IN FLOOR, ATTIC AND ROOF FRAMING. THE ENGINEER PRIOR TO INSTALLATION. MECHANICAL SUBCONTRACTOR TO REVIEW STRUCTURAL SHOP DRAWINGS AND NOTIFY THE ENGINEER ARCHITECTURAL PLANS AND RELATED DETAILS. EQUIVALENT FLUID PRESSURE OF BACKFILL NOT TO EXCEED 40PCF (POUNDS BRIDGING SHALL CONSIST OF NOT LESS THAN ONE BY THREE INCH LUMBER DOUBLE NAILED AT EACH END OR OF EQUIVALENT METAL OF ANY MECHANICAL AND STRUCTURAL AND DESIGN INTENT CONFLICTS PRIOR TO CONSTRUCTION. PER CUBIC FOOT). I BACKFILL PRESSURES EXCEED 40PCF, THEN WALLS MUST BE DESIGNED FOR ACTUAL PRESSURES BY A BRACING OF EQUAL RIGIDITY. MIDSPAN BRIDGING IS NOT REQUIRED FOR ATTIC OR ROOF FRAMING WHERE JOIST DEPTH DOES NOT 3. ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER AND SO AS TO NOT NEEDLESSLY HAMPER THAT PORTION REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE LOCALITY WHERE PROJECT IS BEING BUILT EXCEED TWELVE INCHES NOMINAL. BLOCK SOLID AT ALL BEARING SUPPORTS WHERE ADEQUATE LATERAL SUPPORT IS NOT OTHERWISE OF THE WORK PERFORMED BY OTHERS. PROVIDED. BLOCK ALL STUD WALLS AT MAXIMUM INTERVALS OF EIGHT FEET WITH MINIMUM OF 2 X SOLID MATERIAL WITH TIGHT JOINTS. B. PLUMBING: 1. ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL CURRENT CODES AND REGULATIONS OF GOVERNING AGENCIES. 17. UNBALANCED FILL NOT TO EXCEED 7'-0" UNLESS OTHERWISE NOTED AND SUBSTANTIATED BY ENGINEERING CALCULATIONS. PROVIDE 2 X FIRESTOPS AT MID-POINT VERTICALLY OF STUD WALL. BRIDGING AS REQUIRED BY FLOOR TRUSS MANUFACTURER'S PRINTED 2. ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER AND SO AS TO NOT NEEDLESSLY HAMPER THAT PORTION BACKFILL SHALL NOT BE PLACED AGAINST WALLS UNTIL SLABS-ON-GRADE AND FRAMED FLOORS ARE IN PLACE AND HAVE INSTRUCTIONS. OF THE WORK PERFORMED BY OTHERS. REACHED THEIR DESIGN STRENGTH. PROPER PRECAUTIONS SHALL BE TAKEN TO BRACE FOUNDATION WALLS WHEN 3. PLUMBING SUBCONTRACTOR TO REVIEW STRUCTURAL AND MECHANICAL DRAWINGS AND NOTIFY THE ENGINEER OF ANY PLUMBING, BACKFILLING. WHERE BACKFILL IS REQUIRED ON BOTH SIDES, BACKFILL BOTH SIDES SIMULTANEOUSLY. K. LINTEL SCHEDULE: HVAC, STRUCTURAL AND DESIGN INTENT CONFLICTS PRIOR TO CONSTRUCTION. DIVISION 3 - CONCRETE 1. UNLESS OTHERWISE SHOWN, PROVIDE 1 LINTEL WITH 6" MINIMUM BEARING FOR EACH 4" OF WALL THICKNESS. DIVISION 16 - ELECTRICAL A. General: 2. LINTEL SCHEDULE: (UON) 1. ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE AND LOCAL CODES AND SHALL COMPLY WITH 1. THE CONCRETE PROPERTIES SHALL BE AS FOLLOWS: SPAN: SIZE OF MEMBER THE REQUIREMENTS OF THE SERVING POWER AND TELEPHONE COMPANIES. w Q ITEM MIN. COMP. STRENGTH MIN. AGGREGATE SIZE SLUMP UP TO 4'-O" 3 1/2 X 3 1/2 X 1/2 OR 2-2X6 2. ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER AND SO AS TO NOT NEEDLESSLY HAMPER THAT PORTION OF THE r ® 28 Days (PSI) 4'-1" TO 5'-0" 4 X 3 1/2 X 5/16 OR 2-2X8 WORK �•/ FOOTINGS 3,000 1/2"-1" 4"f1" 5-1" TO 6'-0" 5 X 3 1/2 X 5/16 OR 2-2X10 PERFORMED BY OTHERS. 0 SLAB-ON-GRADE 2,500 1/2"-1" 4"t1/2" 6'-1" TO 8'-0" 6 X 3 1/2 X 3/8 OR 2-2X12 3. INSTALLATION: WALLS 3,000 1/2"-1" 4"f1/2" A. ALL EQUIPMENT INSTALLED OUTDOOR AND EXPOSED TO WEATHER SHALL BE WEATHERPROOF. W GARAGE SLABS & EXTERIOR SLABS 3,500 1/2"-1" 4"t1" w/ 5% L. PLYWOOD: B. BOTTOM OF RECEPTACLES AND SWITCHES SHALL BE LOCATED 5" ABOVE COUNTER TOP UNLESS OTHERWISE NOTED ON DRAWINGS. AIR ENTRAINMENT 1. ALL PLYWOOD SHALL BE DOUG FIR OR EQUAL. IT SHALL BE MANUFACTURED AND GRADED IN ACCORDANCE WITH DOC PS 1-95 FOR C. RECEPTACLES SHALL BE INSTALLED VERTICALLY AT 12" ABOVE FINISH FLOOR AND 12'-0" O.C. HORIZONTALLY. ALL RECEPTACLES CONSTRUCTION AND INDUSTRIAL PLYWOOD WITHIN ~ 2. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI-318 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR 2 EACH PLYWOOD SHEET SHALL BEAR THE "APA" TRADEMARK. 6'-0" HORIZONTALLY OF A SINK LAVATORY OR TUB SHALL BE WIRED TO A GROUND FAULT INTERRUPTED CIRCUIT. W z BUILDINGS. 3. ALL END JOINTS SHALL BE STAGGERED AND SHALL BUTT ALONG THE CENTER LINES OF FRAMING MEMBERS. D. WALL SWITCHES TO BE 48" ABOVE FLOOR. 4. THE FACE GRAIN OF THE PLYWOOD SHALL BE LAID AT RIGHT ANGLES TO THE JOISTS AND TRUSSES AND PARALLEL TO THE STUDS. E. ALL SMOKE DETECTORS TO BE LINE VOLTAGE AND WIRED IN A MANNER SUCH THAT THE ACTIVATION OF ONE WILL ACTIVATE ALL. 3. ALL REINFORCEMENT, ANCHOR BOLTS, PIPE SLEEVES AND OTHER INSERTS SHALL BE POSITIVELY SECURED IN PLACE AND 5. NAILS SHALL BE PLACED 3/8" MINIMUM FROM THE EDGE OF THE SHEETS. THE MINIMUM NAIL PENETRATION INTO FRAMING MEMBERS EACH FLOOR LEVEL TO HAVE AT LEAST ONE SMOKE DETECTOR. EACH BEDROOM TO HAVE ITS OWN SMOKE DETECTOR IN ADDITION TO A z Q ~ LOCATED ACCORDING TO THE APPROPRIATE ARCHITECTURAL DRAWINGS AND DETAILS SHALL BE 1 1/2" FOR 8D NAILS AND 1 3/8" FOR 10D NAILS. SMOKE DETECTOR LOCATED IN A HALLWAY OUTSIDE THE BEDROOMS. Q B. REINFORCING STEED 6. ALL FLOORS SHALL BE NAILED AS PER NAILING SCHEDULE. F. A LINE VOLTAGE CARBON MONOXIDE DETECTOR SHALL BE LOCATED AT EACH LEVEL OF THE DWELLING INCLUDING THE BASEMENT W = U 1. REINFORCING STEEL SHALL BE INTERMEDIATE GRADE NEW BILLET DEFORMED BARS GRADE 60 CONFORMING TO ASTM & OR CELLAR. 615. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. SEE ARCHITECTURAL DRAWINGS FOR SIZES AND LOCATIONS. M. CORNER BRACING: H 2. DETAILING, FABRICATING AND PLACING OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH ACI-318-99 MANUAL OF 1. UNLESS OTHERWISE NOTED, BRACE EXTERIOR CORNERS OF BUILDING WITH 1 X 4 DIAGONALS, LET INTO STUDS, OR WITH 4 X 8 O - U BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE PLYWOOD SHEET OF THICKNESS TO MATCH THAT OF SHEATHING, OR WITH METAL STRAP DEVICES INSTALLED IN ACCORDANCE NAILING CLJ W SCHEDULE Lo cv n 3. ALL REINFORCING BARS WHICH INTERCEPT PERPENDICULAR ELEMENTS SHALL TERMINATE IN HOOKS, PLACED TWO (2) 2• LAP PLATES AT ALL CORNERS. P-1 m N C/) INCHES CLEAR FROM OUTER FACE OF ELEMENT. N. NAILING: 'n 4. THE CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO EACH CONCRETE 1. ALL NAILING SHALL COMPLY WITH NAILING SCHEDULES IN WFCM, (SEE ATTACHED SCHEDULE) AND ALL STATE AND LOCAL BUILDING POUR. NO CONCRETE SHALL BE POURED INTO FOOTINGS CONTAINING STANDING WATER OR MUD. FOOTINGS SHALL BE CODES, OR MAUFACTURER'S RECOMMENDATIONS. p DEWATERED PRIOR TO PLACEMENT OF CONCRETE. NO CONCRETE SHALL BE PLACED UNTIL ALL REINFORCING HAS BEEN 0. FIRE STOPPING: INSTALLED BY THE CONTRACTOR AND INSPECTED BY THE BUILDING OFFICIAL OR COUNTY APPROVED LICENSED INSPECTOR. 1. FIRE STOPPING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) WITH 2" O 0 5. MINIMUM PROTECTIVE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS: NOMINAL LUMBER OR 2 THICKNESSES OF 1" NOMINAL LUMBER WITH BROKEN LAP JOINTS OR OTHER APPROVED MATERIAL. A. FOOTINGS: 3 a P. B. BEAMS AND COLUMNS: 2" ALIGNMENT: C. SLAB: 3/4"COLUMNS: MESH TO BE PLACED AT MID-DEPTH OF SLAB) 1. ALL RAFTERS AND JOISTS FRAMING FROM OPPOSITE SIDES SHALL LAP AT LEAST SIX (3) INCHES AND BE NAILED TOGETHER WITH MIN. D. WALLS - 1 1;4 AT INTERIOR FACE: 3 AT EXTERIOR FACE. (3) 10D FACE NAILS. ( (SEE ATTACHED NAILING SCHEDULE FOR SUPERCEEDING REQUIREMENTS) pG30JC�C�4#o 2231 C. FOUNDATION: 2. WHEN FRAMING END TO END JOISTS SHALL BE SECURED TOGETHER BY METAL STRAPS. 1. FOOTING DEPTHS ARE SHOWN ON THE ARCHITECTURAL DRAWINGS. FOOTINGS SHALL BEAR A MINIMUM OF 1"-0" INTO ORIGINAL UNDISTURBED SOIL AND A MINIMUM OF 3'-0" BELOW FINISHED GRADE. WHERE REQUIRED, STEP FOOTINGS TO (�Q� [ �d[o N-I.DWG PROJECTS-2231 RATIO OF 2 HORIZONTAL TO 1 VERTICAL. Q. PARTITIONS: 1. GENERAL: 2. WHERE CONDITIONS DEVELOP REQUIRING CHANGES IN EXCAVATIONS, SUCH CHANGES SHALL BE MADE AS DIRECTED BY A. PROVIDE SOLID BLOCKING AT 4'-0" O.C. BETWEEN THE JOIST AND FIRST INTERIOR PARALLEL JOIST. THE ARCHITECT. B. SPLICES OF THE TOP AND BOTTOM PORTION OF DOUBLE TOP PLATES MUST BE STAGGERED A MINIMUM OF 4'-0". 3. ALL FOOTING EXCAVATIONS SHALL BE INSPECTED BY THE BUILDING OFFICIAL OR COUNTY APPROVED INSPECTOR PRIOR TO C. SPLICES SHALL OCCUR ONLY DIRECTLY OVER STUDS. THE PLACING OF ANY CONCRETE. SAME SHALL BE GIVEN FORTY-EIGHT (48) HOURS NOTICE FOR THIS OBSERVATION. D. STRUCTURAL VARIATIONS ARE ALLOWED IF SUBSTANTIATED BY ENGINEERING CALCULATIONS. STAMPED BY PROFESSIONAL ENGINEER 4. SOIL INVESTIGATICN AND REPORT: ALL EARTH WORK, COMPACTION AND SUPERVISIONS SHALL BE DONE ACCORDING TO LICENSED TO PRACTICE IN THE JURISDICTION WHERE CONSTRUCTION IS TAKING PLACE. ONE SET OF CALCULATIONS TO BE PROVIDED TO THE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. RECOMMENDATIONS OF THE SOIL INVESTIGATION REPORT PREPARED BY A LICENSED GEOTECHNICAL ENGINEER. CONCRETE E. LAP TOP PLATES AT CORNERS AND INTERSECTIONS. SLAB AND FOOTING CALCULATIONS ARE BASED ON A 2,000 PSF VALUE. IF ON-SITE TEST BORING INDICATE LESSER VALUES, 2• BEARING WALLS SUPPORTING ONE FLOOR OR MORE: NOTIFY ARCHITECT, IN WRITING, SO THAT NECESSARY STRUCTURAL MODIFICATIONS CAN BE MADE. » 5. SLAB-ON-GRADE SHALL BE 4" THICK REINFORCED WITH 6 X 6 W1.4 X W1.4 WWF AND SHALL BE PLACED ON 6 MIL. A. PARTITIONS MUST BE CONSTRUCTED OF MINIMUM 2 X 4 STUDS SPACED 16 O.C. OF TYPE LUMBER SPECIFIED. VAPOR BARRIER ON 4" CRUSHED STONE. B. IF A DOUBLE TOP PLATE OF LESS THAN 2-2 X 6'S OR 3-2 X 4'S IS USED, FLOOR JOISTS SHALL BE CENTERED DIRECTLY OVER 6. SLAB-ON-GRADE AT PORCHES SHALL BE 4" THICK UNLESS OTHERWISE NOTED. AND BELOW BEARING WALL STUDS WITH A TOLERANCE OF NO MORE THAN 1" UNLESS SUBSTANTIATED BY ENGINEERING CALCULATIONS. 7. INSTALL ANCHOR STRAPS AS PER MFG. RECOMMENDATIONS: 12" FROM CORNERS AND INTERVALS AS PER PLANS. C. BEARING STUD WALLS MUST BE SHEATHED WITH A MINIMUM 1/2" GYPSUM BOARD FASTENED ACCORDING TO DRYWALL MANUFACTURER RECOMMENDATION MINIMUM EMBEDMENT FOR ANCHORS SHALL BE AS SPECIFIED BY MANUFACTURER. . oaio4 a0°o 2 of 10 TABLE 3.1 _ FASTENER SCHEDULE FOR STUGTURAL MEMBERS � I �� ®� JOINT DESCRIPTION NUMBER AND 'TYPE OF NAIL SPAGIN6 FASTENERAL ROOF FRAMING Rafter to To Plate Toe-Walled 3-8d STRUCTURAL GRADE NO. 2 OR BETTER. er rafter I. ALL FRAMING LUMBER TO BE GRADE STAMPED DOUGLAS FIR-LARCH Gellin Joist to To Plate Toe-nulled 3-8d er aft Gellin Jost to Parallel Rafter f=ace-Haile 4-Ibd each la 2. ALL EXTERIOR FRAMING TO BE STRUCTURAL GRADE GGA TREATED LUMBER. Gellin Joist La s over Partition ace-Walled 4-Ibd each la 3. ALL 5HEATHIN5 TO BE AP.A. RATED, EXP05URE I, 1/2" MIN. THIGKNE55. Gollor Tic to Rafter Face-nallec 4-8d per tie PERIMETER PANELS AT EDGE OF ROOF 4 WALL CORNERS TO BE NAILED ® 4 0. 5IMP50N LSTA 30-IS67A. Blockin to Rafter oe-na►led 2-5d each end ALON5 EDGE5 4 6" O.G. IN FIELD W/ SOLID BLK6. UNDER ALL SEAMS. RIDGE 5TRAP5 AT EA. Rim Board to Rafter End-nailed 2-Ibd each end 4. USE 50LID BLOGKIN6 OR X- BRAGIN6 BETWEEN ALL JOISTS ® 8'-0" MAX. 5PAGI 2" x 8" RR ® 16" O.G. RAFTER. O ompip Q° mmHg Qa& WALL FRAMING 5. PROVIDE DOUBLE FRAMING UNDER ALL POSTS 4 PARALLEL PARTITIONS. 6. ALL FLUSH WD. GONNEGTION5 TO BE FASTENED W/ RATED GALV. METAL OR �� LaG3G�G�J04GC�4 To Plate to To Plate Face-nailed 2-Ibd per foot GONNEGTOR5 BY 51MP50N (OR EQUAL). TYP. ROOFING ToI2 Plate at Intersections (Toe-nalled 4-Ibd joints - each side / \ Stud to Stud ace-nailed Ibd 24" o.c. 2"x4" COLLAR TIES AT Header to Header ace-nalled 2-Ibd 16" o.c. alo ed es C===7L�AZ I ® I" MIN. AIR SPACE �9 G3�G1°GtlOo G3� L°MCG`d1N�C ABOVE IN5UL. I6" O.G. " DOWN G3��IC G G[ILLQDg HIEW Z @nn fl m@0 To or Bottom Plate to Stud End-nalled 2-Ibd per 2x4 stud BETWEEN RIDGE AND 3-Ibd per 2x6 stud CEILING J01575. 4-I1od per 2x8 stud WINDOWS / 5L. GL. DOORS AS MANUF. BY ANDERSEN 5TORMWATGH W/ 1/2" G.W.B. + + + + Bottom Plate to Floor Joist,Band ol5t,Endjoist or Blockin ace-nalled - er foot INSUL. 6LA55, IMPACT RE515TANT 4 DESI6N PRESSURE RATED AS REG'D ��A 0 ❑ FLOOR FRAMING BY GODE OR USE: STRUCTURAL PANELS FOR STORM PROTECTION- + + + + ❑ R-2 INSUL. SHEATHING PROVIDE PRECUT, PREDRILLED PLYWOOD, 7/16" THICK. Joist to 5111 Top Plate or C6lyder (Toe-nailed) 4-8d l2er lolst INCLUDE ATTACHMENT HARDWARE: (OPTIONAL) Briciclincl to Jotst Toe-naile 2-5d each end 2 1/2" NO.8 WD. 50R.EW5 ® I6" O.G. F/ SPANS LE55 OR EQUAL 4 IN50LATION Blockingto Joist Toe-nailed 2-8d each end a 10" O.G. F/ SPANS BETWEEN 4 4 6 FEET, INSU Blockincl to Sill or To Plate Toe;-nalled - each block AND ® 12" O.G. F/ SPANS BETWEEN 6 t 8 FEET. Ledger 5trle to Beam ace-nalled 3-Ibd each Joist Joist on Ledcler to Beam Toe-nalled 3-8d 12er Joist Band Joist to Joist End-nailed 3-Ibd er oist BUILDER TO VERIFY CONFORM TO ALL REQUIREMENTS. REVIEW OPTIONS Band Joist to 5111 or Toe Plate Toe-nailed 2-Ibd er foist WITH OWNER. f ROOF SHEATHING OPTION: PROV. I"x4" PIGTURE-FRAME TRIM (ALUM. GLAD) TO ATTACH 5TRUGT. Structural Panels I&d 6" ed e /6" field PANELS. PREDRILL HOLES F/ HARDWARE, PROV. PLASTIC INSERTS TO PROTECT �/ I I T �I�I Diagonal Board SheathingFROM WEATHER, ETC. (VERIFY DETAILS) I �. I N5 V I.. KAF IF. ®I`►I I �� ' Ix6" or Ix8 2-8d I per support I 1" = 1'-0" I"x10" or wider 3-8d Iper support { CEILING SH>=ATHING I A 71 � ` 0 O O A P I C sum Mall ar 5d coolers 7" ed e 10" field WALL SHEATHIN6 Structural Panels 8d 6" ed a 12" field I C 17 I A ��IMI Fiberboard Panels13 7/16' 6d 3' ed e 6" field AMERICAN FOREST AND PAPER ASSOCIATION (AF�PA) ° 25!32" 8d 3" edge /6" field WOOD FRAME GON5TRUGTION MANUAL FOR sum Wallboard 5d coolers T' ed e / 10" field ONE AND TWO- FAMILY DWELLIN65. (2015 EDITION) DOUBLE TOP PLATE ci-20-22 I55UED FOR PERMITS Hardboard ad 6 ed a 12 le AND CONSTRUCTION. Particleboard Panels 8d 6" ed e / 12" field Dia onai Board Sheathincl I"xb" or I"x8" 2-8d er su ort GROUND 5NOW LOAD 30 P5F I"x10" wider 3-8d er su ort FLOOR SHEATHING WIND SPEED - SOUTHOLD 130 MPH (3 SECOND GUST) MAINTAIN I" CLEAR Structural Panels WIND EXPOSURE CATEGORY B ( SUBURBAN, SEMI-WOODED) FOR VENTILATION. HEADER I" or less 8d 6" ed e / 12" field SEISMIC DE516N GATEGORY C re ter than I" IOd 6" edge 6' field NOTCH RR F/ FULL HEIGHT Dia onol Board SheathingWEATHERING AREA SEVERE 5HEATHING STUD I"x6" or I"x8" 2-ad per support x or wider 3-8d per support ICE SHIELD YES 7777 ROOF SHIN&LE5 FR05T LINE DEPTH 3'-O" HEADER TO STUD: T y. stl. min. 12 ga. shank w/a min. 3/8" dta. head. fastener shall penetrate TERMITE AREA MODERATE TO HEAVY JACK STUD BY SIMPSON LSTA21 CONNECTOR Asphalt roof shingles ugh the roofing materials and a min. of 3/4" into roof sheathing and shallW/ I6-IOD FASTENERS roofing manufacturer and rovide no less than 4 fasteners per stripshingle. DECAY AREA SLIGHT TO MODERATE R-30 INSUL. Nailing requirements are based on wall sheathing nalled ro" on center at the panel edge. If wall sheathing is nailed WINTER DESIGN TEMP II 3" on center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors,such as shear plates shall be used to maintain the load path. WINDOW SILL TYP. ROOF. TIES g p ® ® SIMP50N "H7Z° I'_4" PLATE s When wall sheathing Is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to I-Ibd nail per foot. CONNECTORS 0 16" O.G. STUD TO PLATE: R302.q Wall and ceiling finishes not Including trim, door, and window frames shall have U.N.O. I 51MP50N "HOU5" UPLIFT a flame-spread classification of not greater than 200. Wall and Gelling finishes shall CONNECTOR W/ J" DIA. have a smoke-developed index of not greater than 450. TYPICAL AT GORNER5 8302.14 Combustible insulation shall be separated a minimum of 3 inches from OF BUILDING AND AT �I®� recessed lighting fixtures, fan motors, and other heat-producing devices or BOTTOM PLATE ENDS OF SHEARWALLS. OEENER/A�L� 'I' separated in accordance with the conditions stipulated in the fixtures listing. L� Recessed lighting Installed in the building thermal envelope shall meet the I. All work shall comply with the 2020 International Residential Code for one and requirements of Section N1102.4.5 two family dwellings, the 2018 Wood Frame Construction Manual and the A5GE-7-10. R308 Glazing at hazardous locations shall have glazing protection in conformance �I/� I - Contractor shall coordinate any and all inspections as required to obtain certificate with r308. In general, glazing in all doors and fixed side panels, Glazings less than 7�F I CAL. FRA I I Ve � =7A I of occupancy on behalf of the owner. 60" above surfaces of tubs showers, etc. blazing within 24" arc of doors In closed �,/ IAS I IAI /� I I �I �I 2. All work shall comply with the New York State Energy Conservation Code. See position with 51119 less than 60" above floor. Glazings over 9 square feet and less T l F. ROOF Y `4/ G.J• A AT Y`ALL 0f=F.N I Dies note 5. than 18" above finished floor. blazing near stairways/landings. See complete text of 3. All electric work shall comply with the National Electrlce Code. Electrician shall 8308.4. Glazing for specifics on locations and exceptions. obtain fire underwriters certificate for all electric work and shall submit to owner. Provide all outlets and Junction boxes required for all appliances, pumps, equipment, 8308.6 Skylights and sloped glazing shall comply with this section and have fully etc. Contractor shall review service requirements, all lighting, outlets, fixtures, phone tempered glazing. Jacks, T.V. cable Jacks, etc. with owner as required for the full installation and satisfaction of owners requirements and code compliance and shall provide some. R30c1 Garage opening protection and separation required to be as noted and in Architect is not responsible for electrical designs for this project to any capacity. conformance with R309. Garage floor surfaces shall be sloped to facilitate the 4. All plumbing work shall comply with the National Plumbing Code and all local codes. movement of liquids to drain toward the main vehicle entry doorway. Contractor shall review with the owner the requirements for plumbing Installations Including but not limited to fixtures, trim, accessories, etc. and requirements for water 8310.1.1 All emergency escape and rescue openings shall have a minimum net clear (� service and domestic hot water. Architect is not responsible for any plumbing systems opening of 5.7 square feet. 24" minimum clear opening height, 20" minimum clear in any capacity. Contractor shall provide sanitary system in accordance with the opening width, 44" max still height. owners approved site plan and shall coordinate all inspections required for approval of same. And Surveys Indicating final tank locations shall be by owners surveyor. FINAL, INSTALLED STAIRWAYS, HANDRAILS, GUARDS SHALL BE INSTALLED IN FULL �J O Contractor shall provide surveyor with information as required. CONFORMANCE WITH THIER RE5PEGTIVE GORE 5EGTION5. ARCHITECT 15 NOT 5. All H.V.A.G. work shall comply with Article 10 of the N.Y.S. Uniform Fire Prevention RESPONSIBLE FOR THESE INSTALLATIONS. and Building Code and EnSrgy Gode. Contractor shall review all mechanical Systems with owner for type of system to be provided (I.E. oil, gas, or electric hot water or 8311.7 Stairways shall not be less than 36 inches in clear width at all points above the air, etc) Including air conditioning requirements. Architect is not responsible for permitted handrail height and below the required headroom height. Handrails shall not heating or air conditioning systems in any capacity. project more than 4.5 Inches on either 51deof the stairway and the minimum clear 6. Owner shall obtain anLI and all required permits prior to allowing contractors to width of the stairway at and below the handrail height, including treads and landings, proceed with any of the i-aork. shall not be less than 31.5 Inches where a handrail 15 Installed on one side and 27 W O Q 7. All site work Including sanitary system, utilities, easements. setbacks, elevations, Inches where handrails are provided on both sides. The maximum riser height shall be TYP. AN. 46" BOLT: drainage, retaining walls, etc. shall be In accordance with a site Ian prepared the p g TYP. HOLDDOWNS: g g p P P � 8.25" and the minimum tread depth shall be 9" In conformance with 8314.2. Minimum 5/8 DIA. 48 O.G. � owners surveyor. The Architect 15 not responsible for site designs of any type In any headroom 6'-8'. All stairs shall be provided with illumination in accordance with COORDINATE PLACEMENT BY SIMPSON, HD2A CONNECTOR W/ Z O capacity. Section 8303.4. Enclosed accessible space under stairs shall have walls, under stair W/HOLD DOWN BOLTS. VERIFY 14-5D53 5GREW5 (OPT) AND EXTENDED 5/8" BOLT FROM END WALL 8. All work shall be performed by licensed contractors whom are experienced with surface and an soffits protected on the enclosed side with 1/2-inch sum board. BOLT TYPE EMBEDMENTREBAR - z -any p gypsum p � (SEE FND. PLAN FOR LOGATINS) o O z the type of work being performed. All contractors shall maintain liability Insurance and ETC. BEFORE CONSTRUCTION -i i workers compensation Insurance In connection with all work being performed in 8311.7.8 Handralls having a minimum and maximum heights of 34 Inches and 38 inches, TYP. 5UB-FLR. - TYP. 5U[3-FLR. _ Y 0 ~ O Qro ect. respectively, measured vertical) from the nosin of the treads shall be provided on I o (n Z . All materials, systems, equipment, fixtures, etc. shall be installed In strict at last onside of stairways. All required handrails shall be continuous he full TYR F.J. TYP. F.J. Q compliance with the manufacturers written specifications and installation tn5trvction5 length of the stairs with two or more risers from a point directly above the top riser I I- " x IS GAUGE STEEL _ includingall clearances for service, etc. of a flight to a point direct) above the lowest riser of the flight. Ends shall be GOLIED STRAP WRAPPED 1- x 18 GAUGE STEEL O uj U-I UNDER SILL AND OVERCOLIED STRAP WRAPPED N -� 10. All contractors shall warrant their work in writing to the owner for a minimum returned or shalt terminate n newel posts or safety terminals.Handrails adjacent to ��lll ^ - pperiod of two years. a wall shall have a spce of not less than 1.5 Inches (35mm) between the wall and the I EACH STUD W/ 12" MIN. I UNDER SILL AND OVER ll. The Architect shall noi: have control or charge of and shall not be responsible handrail. The handgrip portion of handrails shall have a circular cross section of 1-1/4 STUD BEARING. NO. G518 EACH STUD W/ 12" MIN. (� for construction means, methods, techniques, sequences, or procedures, or for Safety inches minimum to 2-5/8 inches maximum. Edge radius of 1/8". I BY 51MPSON programs in connection with the work or for acts or omi5slons of the contractor, 5TUD B R NG. NO. C518 Z Y SIMPSON O� � subcontractors or any person performing any of the work, or for the failure of any of 8312 Guards are to be a minimum of 36 inches (cil4mm) in height. Open sides of stairs R-30 IIN5UL. R-30 IN5UL. them to carry out the work In accordance with the Intent of the contract documents In with a total rise of more than 30 Inches above the floor or grade below shall have W/ VAPOR BARRIER UP W/ VAPOR BARRIER UP 130 that said re5ponsibilty 15 -the, sole responsibility of the contractor. guards (each Side) not less than 34 Inches in height measured vertically from the v - z a ` - z t 12. All exterior doors, roofing shingles, trim, siding, etc. shall be reviewed and nosing of the treads. (Second story guards are recommended to be higher) Y '� O approved by owner. TYP. FND. / FTG. GRADE TYP. FND. / FTG. 13. All interior finishes Including but not limited to walls, flooring, tile, etc. shall be 8314 Single and multiple-Station smoke alarms shall be Installed in each sleeping @ Z reviewed with and approved by owner. room outside of each se orate sleeping in area in the immediate vicinity of the a a GRADE 9 14. All miscellaneous interior Items Including but not limited to doors, trim, fireplaces. P p g y EXP. JT. PITCH FINAL GRADE EXP. JT. closet shelving, kitchen cabinets, shelving. hardware, etc. shall be reviewed with and bedroom, on each additional story of the dwelling, including basements. The alarm AWAY FROM WALLS TYP. d PITCH FINAL GRADE a approved by owner. devices shall be Interconnected In such a manner that the activation of one alarm will 4" 3500 P51 GONG. 5LA AWAY FROM WALLS TYP. a Where existing walls, posts etc. are removed it is the responsibility of the activate all of the alarms in the individual unit. The alarm shall be clearly audible in all - 15. Hh re i provide temporary support, shoed , brace , etc. as required. bedrooms over backround noise levels with all intervening doors closed. All smoke O z 4'. O z pQ�d��4#° P P y PP g g q alarms shall be listed and installed In accordance with the provisions of this code ° 225 and the household flrewarning equipment provisions of NFPA72. 211x4 �I #� P sleeping KEY,WAY , 4- ;a 2KEY'WAY . a. ;a e ° 8315 Carbon monoxide alarms shall be installed outside each separate 51ee to area �Q� [��[�[° PROJECTS-2231 �r=51 e � �C� L/�. In the Immediate vicinity of the bedrooms. Where a fuel-burning appliance 15 located within a bedroom or Its attached bathroom, a carbon monoxide alarm shall be 8"x16" A-I.DWG Installed within the bedroom. Carbon monoxide alarms shall be listed in accordance FOOTIN LIVE DEAD with UL 2034 and UL 217. 30 10 ROOF : 5NOH LOAD, R702.7 A vapor retarder are required on the interior side of frame walls in Climate, P9=R 912 PITCH Zones 5, 6,-T, .5 and Marine 4 with the exception of basement walls and below grade 40 10 PEGK5 / PORGHE5, portion of any wall. 40 10 ROOMS OTHER THAN SLEEPING ROOMS 8807.1 Attic access. An attic access opening shall be provided to attic areas that 30 10 5LEEPIN6 ROOMS exceed 30 square feet and have a vertical height of 30 Inches or greater. The 20 10 ATTICS WITH 5TORA6E rough-framed openinh shall not be less than 22 inches by 30 inches and shall be located in a hallway or other readily accessible location. A 30-inch minimum 10 10 ATTIG5 WITHOUT 5TORA67E unobstructed headroom in the attic space shall be provided at some point above the access opening. See Section MI305.1.3 for access requirements where mechanical equipment 15 located in attic. RIOOI.I Masonry chimneys shall be constructed, anchored, supported, and reinforced C15 required in this chapter and the applicable provisions of Ghapters 3, 4, and 6 with [ ]Qo°0 3 of 10 applicable clearances to combustibles and firestopping. ono L%. mmHg L;1ou.m. 229 3 oOGA[R90O GSM ZrAwlgm rmu 6NJlloCl�Un� e e Milo rr I 1 \s/ENER L. RE 1 10 i / L I `07 5• I.THE GENERAL CONTRACTOR SHALL VERIFY ANY AND ALL EXISTING UTILITIES, PIPING, WIRING, 6A5 LINES, PLUMBING LINE5, ETC. THAT ARE HOOD DECK t AFFECTED BY ANY AND ALL AREAS OF DEMOLITION. SAID UTILITIES STB=S SHALL BE TERMINATED IN ACCORDANCE WITH APPLICABLE CODE PROVISIONS PRIOR TO PROGEEDING WITH DEMOLITION WORK. 2-ANY AND ALL REQUIREMENTS INGLUDING BUT NOT LIMITED TO OSHA AND NEW YORK STATE BUILDING CODE REQUIREMENTS FOR DEMOLITION WORK SHALL BE ADHERED TO FOR ALL WORK 10-10-22 ISSUED FOR PERFORMED IN CONJUNCTION WITH THIS PROJECT. PERMITS $ GON5TRUGTION. 5.CONTRAGTOR SHALL VERIFY ANY AND ALL BEARING PARTITIONS PRIOR TO CONSTRUCTION. SHOULD ANY BEARING PARTITIONS BE REMOVED AS PART OF THI5 PROJECT, CONTRACTOR SHALL PROVIDE TEMPORARY BRAGING UNTIL NEW WALLS OR SUPPORTING MEMBERS • ARE IN PLACE. NOTIFY ARCHITECT OF ANY AND ALL BEARING PARTITIONS THAT ARE TO BE REMOVED 50 THAT ADEQUATE ENGINEERING SUPPORT MAY BE PROVIDED AS PART OF NEW CONSTRUCTION. 4.CONTRACTOR SHALL VERIFY AMOUNT OF EX15TINO WALL FINISHES TO BE REMOVED FROM WALLS THAT ARE TO REMAIN. SAID FINISHES TO KLIC4JEN BE REMOVED MAY INCLUDE EXISTING VINYL WALL COVERING, PANELING, ETC. LIVIN6 Room 5.ALL MATERIAL AND DEBRIS REMOVED FROM THE 51TE SHALL BE LEGALLY DISPOSED OF BY G.G. 6.ALL PLUMBING WORK SHALL BE REMOVED AND GAPPED IN ACCORDANCE WITH THE PROVISIONS OF THE NATIONAL PLUMBING CODE AND ANY AND ALL LOCAL REQUIREMENTS. REF. '7• ALL ELECTRIC WORK SHALL BE REMOVED AND TERMINATED IN DN. ACCORDANCE WITH THE PROVISIONS OF THE NATIONAL El EGTRIG CODE AND THE NEW YORK BOARD OF FIRE UNDERWRITERS. B.G.G. SHALL PROVIDE TEMPORARY SUPPORT OF ANY $ ALL UTILITIES, W D cj- PAW, PIPING, CONDUITS, THAT 15 AFFECTED BY THEIR WORK. q.CONTRACTOR SHALL COORDINATE W/ OWNER THE REMOVALS OF EXISTING ITEMS THAT OWNER MAY WI5H TO RELOGATE/REU5E. \ sd- � R-I R-3 REMOVAL NOTES: DN. FR---I 1 PORTION OF EXISTING WOOD FRAMED WALL TO BE REMOVED AS INDICATED INGLUDING BUT NOT LIMITED TO ANY AND ALL /o R-2 ELECTRICAL DEVICES, MECHANICAL, PLUMBING, GYP. BO. $ MISC. FIN15HE5 ETC. H&LR-2 EXISTING WINDOWS SHALL BE REMOVED $ DISCARDED IN THEIR DININ6 ROOM ENTIRETY. R-I ndQ CAR&ARABE R-6 R-5 EXI5TINC VINYL 51DINC SHALL BE REMOVED $ DISCARDED IN ITS' R-3 ENTIRETY TO ALLOW FOR NEW WORK 56THEDOM di UP _ EXISTING DOOR, FRAME $ HARDWARE SHALL BE REMOVED AND FOYER ® DISCARDED U R-2 PORTION OF EXISTING INTERIOR WOOD FRAMED WALL TO BE REMOVED O R-5 AS INDICATED INCLUDING BUT NOT LIMITED TO ANY AND ALL ELECTRICAL DEVICES, MECHANICAL, PLUMBING, GYP. 50. $ MISC. Ij FINISHES ETC. 4 R P -b EXISTING FLOOR FIN15H SHALL BE REMOVED IN ITS ENTIRETY TO EXIST. � —_ 505FLOOR. PREP 5UBFLOOR FOR NEW FINISHES AS SELECTED BY OWNER. V) !r'��/ HOOD DECK t 5Te:ls **CONTRACTOR SHALL COORDINATE AND VERIFY REMOVAL OF W O ANY EXI5TING CONSTRUCTION THAT IS NECE55ARY TO COMPLETE NEW WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR THE z Z REMOVAL LIMITS OF ALL EXISTING CONDITIONS THAT INTERFERE Off►. WITH THE CONSTRUCTION OF NEW WORK. ** ALL MATERIAL REMOVED SHALL BE PROPERLY AND LEGALLY --� DL DISPOSEDOF. O O 0 _ } p� mLu Un i O O ^O O O � a pQOdCC�4#o 2231 M. PROJECT5-2231 A-S.DWG � A 1!Il'IDLIVL.171"0 �aC��4 a0oo 4 of 10 EXIST. I b"X8" PILASTER TYP. 3500 P51 GONG. FOUND. WALL TO BE 8" THICK MIN. 36" BELOW GRADE w/(2) #5 REBAR TOP s BOTTOM ON CONTINUOUS FOOTING PROVIDE J" x 16" AB 32" O.G. REFER TO A-1 FOR I DETAILS 221-011 I � o I - - dam- Y= - - - - - - - - mimmmD9mum w ll' EXI5TIN6 I 8"XIb" VENT BY 1 FULL BASEMENT AIRVENT INC. I BM. PGKT. X PL5L COLOR [Ell N I TO BE GRAY. l0'-4" 10'-4" [E l o — — — — — -�' I ,n DN. ❑ r- BM. - PGKT. EXISTING EXISTING DRILL 4 GROUT -�- -� - - �,- - -6- - W/ #5 REBAR ® Q, b XIO ORDER b XIO 61RDER 12" O.G. INTO EXIST. FOUND. PROPREMOVE EX15TINO F CRAKL�E 2"X10" BASEMENT WINDOW (X Ck I t- i I �� w „ ®Ib O.G. AND PROVIDE 32 x32 I n PROVIDE MIN, 2 AGOE55 OPENING TO 1 LD 3500 P51 GONG. O NEW GRAWL5PAGE I I _ RAT SLAB ON 6" r' Ib"xlb" GONG. PIER BARRIER.VAPOR ^I VVE T REBAR X ® O ul2ouIo UNEXCAVATED u I _ I I X � ® cv N-i I 10-10-22 ISSUED FOR X u: I PERMITS CONSTRUCTION. UP Lu- DRILL It GROUT I Q 30"x30"xl2" I _ � x W/ #5 REBAR @ � DEEP GONG. N 12 O.G. INTO I BM. FT6. �- EXIST. FOUND. PGKT. t - - - - - - 3�" DIA. 5TL. COLUMN { , I - - - STEP FOOTING I - EXIST. GONG. AS REO D NOT O O O FOUNDATION TO EXCEED 2:1 _ -lu 8"X16" VENT BY RATIO TYP. I '� 2"X10" F.J AIRVENT INC. PL5 - Q I @I&,, O.G. COLOR TO BE O I GRAY. (TYPb) � I BM. PGKT. m I ®U I �► I O I F#.A I S 10'-0" 22'-O„ 1 z9a32'-0" LINE OF EXISTING LINE OF PROPOSED NOTES: DWELLING ADDITION lO. PROVIDE CRAWLSPAGE VENTILATION AS PER CODE (I SQ. FT. PER 150 5a, FT) X85.16 S.F./ 150=5.23 S.F. REQUIRED. USE (b) 8"x16" VENTS, COORDINATE LOCATIONS IN FIELD Lu I— Akt O � FOUNDATION NOTES: '-' � z I. ALL FOOTIN65 SHALL REST ON UNDISTURBED 501L OF 2 T5F HOLD-DOWN BOLT: w m BEARING CAPAGITY, 5UBJEGT TO CONTROLLED INSPECTION. SIMILAR TO TYP. ANCHOR BOLT, EXCEPT SPACED AS REQ'D. TO O 4 VTR ANCHOR 5HEARWALL 5E6MENT5. (SEE 5TND. DETAILS). GONTRAGTORS z JIL ROOF 2. KEEP FOOTING BOTTOMS WELL DRAINED UNTIL FOOTINGS ARE MUST COORDINATE PLACEMENT OF ALL BOLTS (BEFORE CONST) TO INSURE ALIGNMENT OF BOLTS 4 STUD BRAGKET5- OPTION: (INSTEAD (� Q- �.� IN PLACE, PUMP A5 REG2UIRED. OF HD2A'5 $ BOLTS): USE STRAP TIE HOLDOWN, SIMPSON 5THD10 `-' O 3. CONSTRUCTION JOINTS IN FOUNDATION WALLS SHALL BE NO z ' EMBEDED IN FNP. WALL 4 EXTENDED UP OUT5IDE FACE OF WALL A5 W —I ' :: REGV. [SEE FLOOR PLAN FOR 5HEARWALL 5EOMENTS]. (n �- < MORE THAN 50 FEET APART AND NO LE55 THAN 4'- O FROM ANY O •J ' PIER. REINFORCEMENT SHALL BE CONTINUOUS THROUGH GONGRETE: f -CONSTRUCTION JOINTS. DO NOT USE HORIZONTAL CONSTRUCTION ALL CONCRETE TO BE STONE AGGREGATE, WITH A MINIMUM (28 DAY) __ -------------- JOINTS. 5TREN&TH OF 3000 PSI, EXCEPT USE 3500 P51, FOR ALL EXTERIOR ^' Z �--------- 2" USES,, INGLUDING GARAGE SLAB ETC. 4. SLAB5 ON GRADE SHALL BE PLACED BY STRIP PLACING METHOD (MAX. WIDTH 30 FT. BY INFINITE LENGTH) WITH CONTROL JOINTS (SAW GUT) MAX. 30'- O" O.G.; CONSTRUCTION JOINTS 5HALL m < 2..i BE LOCATED ALONG LENGTH OF PLACEMENT AND AT ENDS OF G O NG RE TE NOTES' O Q i 3" 2" 2" LAV. LAV. PLACEMENT. I. ALL CONCRETE WORK SHALL CONFORM TO AGI 301-iia; O I 1 � CONCRETE 5LAB5 SHALL BE 3500 P51 STONE CONCRETE; ALL 0 I I/a° 1ST. FLOOR T I F I GAL. FOUN�AT10N 07F.5: EXTERIOR CONCRETE WORK SHALL BE 4000 P51 AIR-ENTRAINED. L p °° WG SHR ; TUB i SLABS ON GRADE SHALL BE NORMAL WE16HT CONCRETE. a Zpfl FND•/ FT 0.: 2. ALL REINFORCEMENT SHALL BE DEFORMED TYPE G.O. b" THICK CMU FND. WALL (or P.G. WW)HERE NEw/TYP. ANCHOR BOLTS, INTERMEDIATE GRADE NEW BILLET 5TEEL GONFORMIN6 TO A5TM 4„ Ld [� TIE INTO EXISTING SGHD ON CONTINUOUS I6"w. x 8"d. P.G. FOOTING; TO A MIN. DEPTH OF 3b" A-615 GRADE 60. G.O. BELOW GRADE - ON UNDISTURBED GLEAN GRANULAR 501L w/ MIN. I TON GEMENT, 51PLICE5, SUPPORTS FOR APPROVED SANITARY 4 PER S.F. BR6. CAPACITY. OPT. REBAR: 2-#5 BARS, HORIZONTAL - 5. TEMPERATURE CONFORM TO REG2UIREMENTS OF AGI-318 pG�OdCC�4#o SYSTEM. CONTINUOUS AT TOP $ BOTTOM OF WALL AND/OR IN FTC-7.. w/ MIN. 3" 2231 COVER. 4. CONTINUOUS REINFORCEMENTS SHALL BE LAPPED 48 51LL/TYP. ANGHOR BOLTS: DIAMETERS AT SPLICES AND GORNER5 AND HOOKED AT NON- 2-2"x 6" (or 1-2xb MIN) PRE55URE-PRE5ERVATIVE-TREATED (PPT) SILL CONTINUOUS ENDS OR EXTENDED 24 BAR DIAMETERS UNLE55 Fp) [poL,[Rg PROJEGT5-2231 BASEMENT PLATE, (PROV. TYP. 51LL/WALL TIES, WHERE REQ'D) OVER TERMITE OTHERWISE NOTED. DETAILING OF ALL REINFORGEMENT SHALL A-3.DW5 SHIELD AND SILL SEALER w/ Ves"dia. ANCHOR BOLTS (`i"MIN. EMBEDMENT BE IN ACCORDANCE WITH AGI SP-66. (88) �— AND 3"50UARE WASHERS) ® 36"o.c. 4 28"o.c. WITHIN 8 FT. OF CORNERS e ° AND 12" 5. PROVIDE TWO #5 ALL SIDES FOR OPENINGS IN CONCRETE MAX. FROM EACH END OF SILL PIECE. COORDINATE PLACEMENT w/HOLD-DOWN BOLTS, AS REOV. TO CONNECT TO WALLS UNLESS OTHERWISE NOTED. EXTEND BARS 2'-0" BEYOND 5HEARWALL STUD BRACKETS. (SEE DETAILS). OPENING; HOOK ENDS. SILL/WALL TIES: 6. PROVIDE SLEEVES AND BOX OUT FOR OPENIN05 FOR REQUIRED ONLY AT ROOF BEARIN6 WALLS: PROVIDE SIMPSON G520, MECHANICAL TRADES. OPENINGS SHALL BE PLACED 50 AS NOT (20 Gage), I I/4" 5TEEL STRAP TIES ® I6"oc (AT EA. STUD w/MIN. 8- Bd TO AFFECT THE STRENGTH OF 5TRUGTURAL MEMBERS. 5 NAILS, EA. END) WRAPPED UNDER 8 UP IN51DE FACE OF SILL, GUT TO UI I� I I �►� R I � ( �� /�M LENGTH AS REQ'D. (SEE DETAIL) Um FRmcff UVa 5 o1 10 NJ�nnL�'LYMM/;10 LS[�,.1WlJVg 4".100/;.10 CS 1.1� WOQI�Otn\IK QVI_SI�V� L�OMLSG3G�JGGID9 G'1�'T 9� ° o fl WOOD DECK 4 6 39°�70L l7"00 ° 22'-0" .Qr _ 1 3'-7 3/4" I 4'-II 1/2" 4'-II 1/2" I 3'-7 3/4" 2-4" ' EXI5TIN6 O O O O O -µ�a- KITCHEN LJ EXI5TIN _6 6 �t LIVING ROOM nn 2'-4" 3'-4" 2'-4" O � I OI m REF. DN. SUNROOM O 10-10-22 ISSUED FOR PERMITS $ GONSTRUGTION. FREE-STANDING m W D CL PANT, TUB TYP. O " D \ 14 x 4 SOLID POST 050 JO i DN. C. :o O I GL I BAMASR OM EXI5TIN �---6' FRENCH DOOR G.I / 6 EXI5TIN6 HALL I I C2"x8" COLLAR TIES EA. 51DE DINING ROOM OF R.R. ®± &'-0" O.G. WRAP W/ EXISTING _ I" DISTRESSED TRIM, FINISH AS O TWO GAR 6ARA6E I I ----- SELECTED BY OWNER. --------- --------------------------------------- --- EX15TINCS UP 30•POCKET 30"POCKET BATHROOM EXISTING POOR DO°R �� SD FOYER R 2 • = I MASTE :o -7 BEDROOM BUILT-IN wINDON SEAT BUILT-IN 4 x 4 50LID POST O H000vecK a --- ---------------------------------------------- STEPS 1(2) I x 7 LVL W/ PLT. G.I 21'-0" _ fV ®® FLAN: w 5CALE: 1/4" = 1'-0" (UPPER) Lu ( In 6'-4" {- 10'-0" 22'-0" - O 32'-0" W LINE OF EXISTING LINE OF PROP05ED DWELLING ADDITIONlu , FAKN NOTES: Q I. ALL FRAMING LUMBER SHALL BE GRADED STAMPED DOUGLAS FIR-LARCH C- O STRUCTURAL GRADE NO.2 OR BETTER. ANDERSEN W -� 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I. 5/5" MIN. THICKNESS OR AS MARK 400 SERIES QTY. ROUGH OPENING WINDOW DIMEN51ON � Q L I L/ T 1 Nth Y I�iT l �l'lT�o l�l Irl®T J: NOTED. EX15TINO _ _ _ Q O _ 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR. EXPOSURE I. 3/4 MIN. THICKNESS. ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE O 024 1 4'-0 �' X 4'-0 ' 4'-0" X 41- 0" N �- � � � • ROOM NAME 5Q. FT. VENTILATION NATURAL LIGHT AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. B.I Cy.�S 2 4-g X 5-O 4-8 X 4- II ' REa'v PRovlvEv rzEa'v PRovlvEv 4. ALL HEADERS 6-O AND OVER SHALL BE SUPPORTED WITH DOUBLE � Q MASTER BEDROOM 501.5 4% 12.7655 855 17.1755 UPRIGHTS, g'-O" AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE 2 GTGW2 2 4' 2'--7A"" X 2'- �" 4'-8 " X 2'-6 0 - _ - EX15TINO b"Ab" CONTINUOUS A MINIMUM OF 2-2X8 OR A5 SHOWN ON DRAWINGS. O _( CONCRETE FOOTING. MASTER BATHROOM 146.81 4% 11.44% 855 12.84% 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL J0I5T55 AND FLOOR BEAMS '� 1L. G.I CH14 3 2'-4 g" X 4'-O�" 2'-4 J" X 4'- 0" 00 EX15TINO 5" 3000 P51 GONGRETE AS PER N.Y.5. CODE OR AS NOTED ® W-O" O.G. PROVIDE 2" AIR SPACE FOUNDATION WALLS. 5UNROOM 203 4% 45.Ig5U 896 57.5155 FOR AIR CIRCULATION IN ROOFS. GTGWI 1 2'-4j" X I'-2g" 2'-4j" X I'-2j" � o0 6. DOUBLE FRAMING AROUND OPENIN55(SkyIIght5,5toIrs etc.) OR A5 NOTED ON ZO p1 777777 NEW 8 3000 PSI GONGRETE DRAWINGS. O ON25 6 5'-5 X 5-O 5'-4 X 4 Ili" 0 FOUNDATION WALLS TO BE TIED INTO EX15TINO FOUNDATION W/ #5 7. DOUBLE UP FRAMING ON ALL POSTS AND PARALLEL PARTITIONS OR AS O GNIS I I'-q" X 5'-O I'-8 " X 4'- II a [� REBAR ® 12" O.G. NOTED ON DRAWINGS. NEW WOOD FRAMED WALLS m 16" 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED O AN351 2 3'-5g" X I'-g" 3'-4 " X 1'-85 GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. O.G. W/ GYP. WALL BOARD OR pQWR@ll#0 2231 PLASTER EA. 51DE ON INTERIOR g. PLYWOOD SHEATHING TO BE NAILED WITH &D ® 4" O.G. EXTERIOR EDGE5 O AN61 1 6-0 J" X 2'-0 5'-II " X I'-8 " WALLS TO MATCH EXISTING. AND 60 @ 12" O.G. INTERMEDIATE. O U ARE �O O T AC F. N®TF.5: 10. ALL ROOF RAFTERS SHALL BE ATTAGHED TO THE PLATE AND STUD WITH O FWH6068 2 6'-O" X 6'-a�" 5'-I I " X 6'-8" EXISTING WOOD FRAMED WALLS ® PR0JECT5-2231 16" O.G. W/ GYP. WALL BOARD OR EXISTING FIRST FLOOR = 1,138.50 S.F. GALVANIZED HURRICANE TYPE H7 GONNEGTORGXWI4 2 3-O�5 BY "SIMPSON" OR „ X 4-O�„ 2-II R" X 41-011A-3 DWG PLASTER EA. 51DE ON INTERIOR EX15TING ATTACHED GARAGE = 583.82 5.F. APPROVED EQUAL. O WALL5. EX15TINO SECOND FLOOR = 864.44 5.F. 11. ALL PRE-ENGINEERED LUMBER SHALL BE "TRU55 JOIST" TJ SERIES (2)SO SMOKE DETECTOR EXI5TING REAR DECK = 484.63 S.F. WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND WINDOW NOTES: 1DG3Qmom@#o EXISTING FRONT DECK = 55.0 S.F. HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER I. ALL BOTTOM OF WINDOW HEADERS SHALL BE ® GARBON MONOXIDE DETECTOR PROP05ED FIR5T FLOOR ADDITION =853,67 5.F. MANUFAGTURERS RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQ'D AT 6-8" AFF UNLESS NOTED OTHERWI5E. ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1-3/4" LVL RIM E� 120 GFM EXHAUST FAN TOTAL HABITABLE = 2,a57b1 S.F. JOIST SHALL BE REQ'D AT FLOOR PERIMETER5. HANDLING, 5TORAGE, AND 2. REVIEW ALL WINDOW OPTION W/ OWNER PRIOR TO ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS ORDERING. RECOMMENDATIONS. 3. CONTRACTOR SHALL COORDINATE AND VERIFY 12. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROW5 OF 1/2" DIA. MACHINE ALL ROUGH WINDOW OPENINC75 AS PER BOLTS ® 12 O.G. MANUFACTURES 5PEGIFIGATION5 WITHOUT EXCEPTION. 13. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 14. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS, 5PAGING " INDICATES EORE55 WINDOW NOT TO EXCEED 8'. r LINE OF EXISTING LINE OF PROPOSED DWELLING ADDITION omp m. �LaG�I[ 9 LQaDoLQo X919 R(Dm gm G1MEaME ROWEERMIR8109 Hu nm IF@01IMEMM6 i MIL 13 O DS-I DS-2 LL L I ® GONT RIDGE VENT ( ( O N I o II 6 II xl CONT RIDGE VENT FERMI22 ISSUED FOR � I PERMITS 4 CONSTRUCTION. 2X10 RIDGE II I N 2"x8" RR ® 1O.G. 2"x8" RR ® 16" O.G. X II � II L II � II II � 2 II II I I II II II I I II II II LL D5-4 DS-3 �— ALL DOWNSTAIRS FROM — ROOF AREA = I054.445.F. GUTTERS TO BE PIPED UNDERGROUND TO NEW STORM POOLS. REFER TO SITE PLAN ON T-1 FOR ROOF,O FLAN ADDITIONAL INFORMATION. 5CALE: I/4 ( 1 - W n Q � O � I" RIGID IM5ULATION O �,n ROUGH GUT AROUNDN / N LL VENTILATION CHUTE. ^ AIR SEAL VENTILATION CHUTE 1► ) I O PERIMETER WITH EXPANDING FOAM ATTIC INSULATION tc� i IY SEALANT. 0 2x4 LOOKOUTS 1313 O I6" O.G. G� / o ALUMINUM GUTTERS @ d AND LEADER5 G= CONTINUOUS BEAD d OF SEALANT ROOF I e NOTEB: 3/4" RIGID INSULATION pG30dCC�4#o EXTERIOR INSULATED WALL I. ALL ROOF SLOPE AREAS SHALL BE 40 YR. ASPHALT 5HINGLE5 BY 2231 VENTED VINY SOFFIT TIMBERLINE, COLOR TO MATCH EXIST. ON 30 LB. FELT AND 3/4" OVER 1/2" PLYWOOD GPX. PLYWOOD OVER EXI5TIN6 ROOF FRAMING. 2. PROVIDE GRADE IGE 8 WATER SHIELD AT LOWER 36" OF ALL �Q� [�Qd�o PROJECT5-2231 SIDING SLOPED ROOF AREAS AND AT ALL VALLEYS. A-3.DWG ® IT D7AIL �aC C 4 a0oo cf 10 . 3 A-6 4" RECESSED DOWNLICHT WITH WHITE TRIM, STEPPED BAFFLE AS ----\ SELECTED BY OWNER r, _ dC�� Lao �laG7[n�9 Lao�olao 1z LaG3C�GJ04CC�4 �� GOO G1G�]OO G3G LaN/GG�]MC� / \ G�c[1�ML�,G/3CZ�I7C�GQDg Grl�'I 9 9 ° o� RIDGE VENT 2"x10" RIDGE BOARD I' PLYWD. W/ WOOD / \ 1Z C LAM. VENEER ADJU5TABLE 5HELVING \ / O d.•.i4c 1 \ / COUNTER TO BE 12 2"x4" G.T.@ 16" O.G. \ / \ / SELECTED BY OWNER �t II �, 4" WIRE PULL -��• NICKEL FINISH 4'-8" BENCH W/ (TYP) BLOW CABINETS —\ NETS W/ 15" DEPTH 10-10-22 ISSUED FOR \ / / PERMITS 4 CONSTRUCTION. 2"x8" G.J.® 16" O.G. SOLID OAK CABINET 2"xb" FASCIA (2) 2"x6" R-30 WRAPPED IN ALUM. � TOP BATT ALUM. GUTTER TO 6" 3'-8" 4'-8" 6" PLATE INSUL. MATCH EXIST. 010 VINYL VENTED 12'-0" SOFFIT TO MATCH EXIST. (2) 2X8 HEADER WINDOW MASTER DOUBLE HUNG WINDOW BY MASTER BATHROOM HALL �-- ANDERSEN OR EQUAL. SEE PLAN FOR SIZE AND LOCATION OF ALL WINDOWS VINYL SIDING BY SCALE: R-21 BATT INSUL " T40 CERTAINTEED. TO MATCH 5UBFLR. GLUED EX15TINO ii SCREWED (2)2"xb" SILL PLATE W/ TERMITE 2"xIO" F.J. @ 16" O.G. SHIELD R-30 BAIT GRADE - GRADE ;.. \—INSUL w/ V.B. 'UP' TYP. 3500 P51 GONG. FOUND. 4" 3500 P51 GONG. WALL TO BE 8" THICK MIN. SLAB ON 6 MIL 36" BELOW GRADE w/(2) #5 " EXPAN51ON JOINT VAPOR BARRIER REBAR TOP 8 BOTTOM ON GONTINUOUS FOOTING a:. PROVIDE J" x 16" AB ® 4'-0" O.G. REFER TO A-I FOR . ' DETAILS ADJUSTABLE SHELVING HOLES < I' PLYWD. W/ LAM. VENEER AS SELECTED BY W OWNER r , w T- 4" WIRE PULL Q I ® NICKEL FINISH �—SOLID OAK GABINET Zj TYOF I CiAL•• NOT E5: N 3/4" WOOD- 0 lSl F— DOOR, STYLES AS 5ELEGTED BY O _ 0 EXT. WALL: HEADER: OWNER u� — ' w/ R-la INSUL. SHEATHING: I/2" MIN. COX MIN. HEADERS: 3-2"x8" AT 2x6 WALL5, AND 2-2"x8" AT 2x4 CONGEALED r/ � 2"x45" STUDS 0 16 o.c. AT 8 HT. F-+-i N PLYWOOD, EXTEND TO COVER FULL TOP, 50LE 8 SILL PLATES. THEN COVER WALL5/PARTITION5, UNLESS NOTED OTHERWISE (U.N.0). SPANS OF HINGES r� Uj w/ 1.5 LB. FELT or TYVEK W.P. MEMBRANE (OR EQUAL). VERIFY 6'-0" AND OVER;SUPPORT w/ DBL. 5TUD5, 9'-O" AND OVER;SUPPORT �} `1 , ' 51 D'I NG/RE QMT5. 4 ALL FIN15H TRIM (A5 APPROVED BY OWNER). w/ TRIPLE STUDS. PROVIDE METAL TIES (51MP50N L5TA21, or EQUAL) FROM HDR. TO JACK STUDS AT EXTERIOR WALLS SUPPORTING ROOF O STRUCTURE. ROOFING: � I o❑ MIN. 30 YR. RATING) ROOF SHINGLE5 (AS SELECTFASCIA/ SOFFIT: ARCHITECTURAL GRADE ( ED �A BY OWNER) OVER 15 LB. FELT 4 3/4" MIN. COX PLYWD. SHEATHING. USE 6 00 T FIRST 24" MIN. I"x6" FASCIA w/ 2"x SUB-EA5GIA (AS NEEDED), SOFFIT: MATERIAL (TBD) w/ NAILS PER 5HINGLE d PROVIDE ICE SHIELD UNDERLAYMENT A I CONTINUOUS SCREENED VENT, VERIFY ALL DETAILS, TRIM, ETC. - OPT. SCALE: FROM ALL ROOF EDOE5/BREAK5. ALL FASTENERS 4 FL.A5HINO TO BE VER5ATEX TRIMBOARD (or equal) AND/OR T�O WOOD TRIM A5 5ELEGTEO. GOF:R0510N RESISTANT. INCLUDE GUTTER5 s LEADERS, A5 APPROVED BY OWNER. o a 0 a ROOF T)E5: SUB—FLOOR: PROVIDE SIMPSON, 0520 STRAPS, GUT TO LENGTH F/ MIN. 8- 8d NAIL5, EACH 3/4" THICK, A.P.A. RATED PLYWOOD, ALL EDGES OVER 50LID BLOGKINO, OLUE END OF STRAP, AT EACH RAFTER ® 16"o.c. USED TO TIE ROOF RAFTERS TO 4 NAIL PLYWOOD TO FLOOR JOIST5/FRAMING. - (VERIFY SPECIFIC pQ51 Od 4#� 22 WALL 5TUD5, BELOW. VERIFY PROPER ALIGNMENT OF STUDS 8 RAFTERS FOR UNDERLAYMENT REQUIREMENTS FOR ALL FINISH FLOOR MATERIALS AS CONNECTION OF TIES. SELECTED BY OWNER). NOTE. PROJECT5-2231 HALL TIES: RIM BOARD: REQUIRED ONLY ON (2 STORY HT.) ROOF SUPPORT WALL5 : WHERE UPPER I. ALL CABINETS TO BE CONSTRUCTED OF CABINET D G LEVEL STUDS ALIGN WITH LOWER LEVEL STUDS: TIE STUDS TOGETHER w/ AT TJI ENGINEERED FLR. JOIST5, BY WEYERHAEUSER, (LEVEL;USE MIN. I" e-RIM BOARD (or EQUAL) EXCEPT AT PORCH t DECK NAILER5; USE ty4" RIM BOARD. GRADE PLYWOOD COLOR AS SELECTED BY OWNER 51M1=50N 0520 STRAPS 0 ►6 o.c. USE MIN. I-8d NAIL5, EACH END OF STRAP. ALL INSTALLATION DETAILS MUST FOLLOW MFR. SPEGIFIGATION5. USE 2-2x4 (SEE STANDARD DETAILS, DWG. I). VERT. SQUASH BLOCKS (PER J5T) UNDER ALL BEARING PARTITIONS 8 POSTS. 2. ALL FILLER PIECES 3/4" PLYWD. WITH HOOD 51L-I /WALL TIES: VENEER. REG!'D. ONLY AT WALLS SUPPORTING ROOF STRUCTURE : USE 51MP50N 0520, 20 GAGSTEEL 5TRAP5 c ® I6"o. ., GUT TO LENGTH AS REQ'D. FOR "1-8d 3. ALL COUNTERTOP FINISHES TO BE SELECTED BY E NAILS, EA. END. WRAP FROM UNDER ANCHORED 51LL 8 UP OUTSIDE FACE OF OWNER. WALL, IN LINE w/ STUDS. (SEE DETAIL, DWG. I) 4. ALL CABINET DOORS AND DRAWERS TO BE FLUSH AND ALL HARDWARE TO HAVE NICKEL FIN15H AS SELECTED BY OWNER gm[RIE4 maci 5 of 10 N��J�nnLf'LY��ttrrL."-.10 LS[;z1LfLIL1V9 L�,1o�oL.;10 RIDGE VENT NOWRnGZ1iulog HU 9 T @@T 2"xIO" RIDGE 6 39017111000 BOARD T.O. RIDGE ijlllh b" RIDGE BD. EL.: ±20'-Q a n 2x10 R.R. ® 16" i t I I I I I I I I I I I I I I I I I I I I I I I I NEW 40 YR ARCHITECTURAL = r.. .. II II II II II II I I II I I II II IIASPHALT SHINGLES OVER 30 LB FELT AND 3/4" GDX PLYWD : i i I I I I 2x4 C.T.@ II II II II II II II II II II II 16° O.C. II II II II II it II Ij II Ij II O 12 I I I I I I I I I R-25 I I I I I I I I I I I i I I i I I I INSUL. II II II II II II II II II �6,, II II II II II II II II II II II II II II II II II II 2"x8" G.J. II II II II II II II II II II II II II II II II �� II II II II II II II I (2) 2"x8" BOXED OUT W/ I TRIM, FINISH AS II II II II II II II SELECTED BY OWNER. 10-10-22 ISSUED FOR II 2"xb" FASCIA T.O. PLATE PERMITS 4 CONSTRUCTION. WRAPPED IN ALUM. EL.: 8'-a " 2"x8" G.J.® 16" O.G. (2) 2"xb" R-30 TOP ALUM. GUTTER TO MATCH EXIST. I N5UL. PLATE ^l , (2) I � x 7 � LVL. W/ �-�_� __-_�:��-��_-_--�� . i VINYL VENTED T.O. WINDOW I " PLT. _ SOFFIT TO EL.: b'-b" MATCH EXIST. — (2) 2X8 HEADER I © WINDOW MASTER BATHROOM MA5TER BEDROOM DOUBLE HUNG WINDOW BY ANDERSEN ' OR EQUAL. 5EE PLAN FOR SIZE AND LOCATION OF ALL WINDOWS VINYL 51DING BY I�FRAMED WAL��O BE R-15 BATT INSUL GERTAINTEED. TO MATCH REMOVED �� T46 I EXISTING 5UBFLR. GLUED 8 5GREWED (2)2"xb" SILL I PLATE W/ TERMITE SHIELD IST. FLR. (DATUM) 2"x10" F.J. @ 16" O.G. 2"x10" F.J. 0 16- O.G. I 2"x10" F.J. I6" O.G. EL.: O'-O" T.O. FOUNDATION R-30 BATT EL.: -1'-0" (MATCH EXI5T) (3) 2"x10" GIRDER \-INSUL w/ V.B. GIRDER UP TYP. - GRADE e . 3 " STL. O ' 3500 P51 GONG. FOUND. COL. 4 3500 P51 GONG. WALL TO BE 8 THICK MIN. " EXPAN51ON JOINT ' EXPANSION JOINT SLAB ON 6 MIL 38" BELOW GRADE w/(2) #5 VAPOR BARRIER REBAR TOP 4 BOTTOM ON CONTINUOUS FOOTING °.. °. :.° PROVIDE J" x 16' AB ® 4'-0" O.G. REFER TO A-1 FOR L '—T 30" x 30" L____-_J�—30" x 3o" DETAILS EXI5T. FOOTING GONG. FTG. GONG. FTG. �4 FOUNDATION W � U < � O W � r=- Q W O � 5OUfiLH, 5 CION � O � � O C) - o T`I'FIGAL MOTES: Nv P-, m � EXT. HALL: HEADER: O 0 2"xb" STUDS @ 16"o.c. AT V HT. w/ R-IQ INSUL. SHEATHING: 1/2" MIN. GDX MIN. HEADERS: 3-2"x6" AT 2x6 WALLS, " AND 2-2 x8 AT 2x4 � O PLYWOOD, EXTEND TO COVER FULL TOP, SOLE 4 SILL PLATES. THEN COVER WALLS/PARTITION5,UINLE55 NOTED OTHERWISE (U.N.0). SPANS OF w/ 15 LB. FELT or TYVEK W.P. MEMBRANE (OR EQUAL..). VERIFY 6'-0" AND OVER; SUPPORT w/ DBL. STUDS, a'-O" AND OVER; SUPPORT 5IDING/REQMT5. 4 ALL FIN15H TRIM (AS APPROVED BY OWNER). w/ TRIPLE STUDS. PROVIDE METAL TIES (SIMPSON 1-5TA21, or EQUAL) O °° z d FROM HDR. TO JACK STUDS AT EXTERIOR WALLS SUPPORTING ROOF @ STRUCTURE. L� ROOF IN 6: a ARCHITECTURAL GRADE (MIN. 30 YR. RATING) ROOF SHINGLES (A5 5ELEGTED FA5GIA/ SOFFIT: BY OWNER) OVER 15 LB. FELT d 3/4" MIN. COX PLYWD. SHEATHING. USE 6 „ I"xb" FASCIA w/ 2"x SUB-FASCIA (AS NEEDED), SOFFIT: MATERIAL (TBD) w/ NAILS PER SHINGLE d PROVIDE ICE SHIELD UNDERLAYMENT AT FIRST 24 MIN. CONTINUOUS SCREENED VENT, VERIFY ALL DETAILS, TRIM, ETC. - OPT. G°�QOdCC=C�4#o 2231 FROM ALL ROOF EDGE5/6REAK5. ALL FASTENERS 4 FLA5HIN6 TO BE VERSATEX TRIMBOARD(or equal) AND/OR Tt6 WOOD TRIM AS SELECTED. CORROSION RESISTANT. INCLUDE GUTTERS d LEADERS, AS APPROVED BY OWNER. ROOF TIES: SUB-FLOOR: c��e �o ��[�[o PROJECTS-2231 PROVIDE SIMPSON, 0520 STRAPS, GUT TO LENGTH F/ MIN. b- bd NAILS, EACH A-3.DWG END OF STRAP, AT EACH RAFTER ® I6"o.c. USED TO TIE ROOF RAFTERS TO 3/4" THICK, A.P.A. RATED PLYWOOD, ALL EDGES OVER SOLID BLOGKING, GLUE WALL STUDS, BELOW. VERIFY PROPER ALIGNMENT OF STUDS d RAFTERS FOR 4 NAIL PLYWOOD TO FLOOR J0I5T5/FRAMING. - (VERIFY SPECIFIC �- CONNECTION OF TIES. UNDERLAYMENT REQUIREMENTS FOR ALL FINISH FLOOR MATERIALS AS SELECTED BY OWNER). HALL TIES: RIM BOARD: REQUIRED ONLY ON (2 STORY HTJ ROOF SUPPORT WALL5 : WHERE UPPER AT TJI ENGINEERED FLR. JOISTS, BY WEYERHAEU5ER, ILEVEL;USE MIN. I" e-RIM LEVEL 5TUD5 ALIGN WITH LOWER LEVEL STUDS: TIE 5TUD5 TOGETHER w/ 51MP50N C520 5TRAP5 0 16"o.c. USE MIN. 7-bd NAILS, EACH END OF STRAP. BOARD (or EQUAL) EXCEPT AT PORCH $ DECK NAILER5;USE V4" RIM BOARD. (SEE STANDARD DETAILS, DWG. 1). ALL INSTALLATION DETAILS MUST FOLLOW MFR. SPECIFICATIONS. USE 2-2x4 A � 7 VERT. SQUASH BLOCKS (PER J5T) UNDER ALL BEARING PARTITIONS t POSTS. 51 LL/HALL T I E5: REQ'D. ONLY AT WALLS 5UPPORTING ROOF STRUCTURE : USE 51MP50N 0520, 20 GAGE STEEL 5TRAP5 0 I6"o.c., GUT TO LENGTH AS REOV. FOR 7-bd NAILS, EA. END. WRAP FROM UNDER ANGHORED SILL d UP OUT5IDE FACE OF WALL, IN LINE w/ 5TUD5. (SEE DETAIL, DWG. 1) �G1lC G4 G]Oo13 r aaC�G[]04�C�4 �39� L�OOGs1[�1 oOC3[� G1�IC�G�IMC� G3[1MC�3G[IC�laD9 GV]SI q� ° 0 9 �c�tJoULSU°� e e 13 0 LJL.('LLJ❑ r LINE OF EXISTING LINE OF PROP05ED DWELLING ?ADDITION ti RIDGENT VE EX51T.ARCHITECTURAL ASPHALT SHINGLE RIDGE VENT PROVIDE RIDGE VENT f; GABLE DETAIL F SECOND FLOOR ROOF LINE SECOND FLOOR G. 12 WINDOW LINE - -- .-..-- ------ - -- i, 11 PROVIDE 40 YRDOME -------------------__ OOF ----__._-- LE\ _ �- SHIN65 TO MATCH EXISTING .1 - -- ----_-_- / -4-22 ISSUED F �GONSTRUGTION.OR PERMITS i'T - _. TLFY-I'l TV#, SECOND FLOOR EXIST 2"X10' PROVIDE W FASCIA TO LINE �- MATCH EXI5TIN6 1 � FIRST FLOOR WINDOW LINE IF A71T / / \ / \ / \ / \ / \ PROVIDE WOOD CEDAR 51DIN6 TO MATCH EXIST. EXIST.VINYL SIDING \ / \ \ / O / B.I 5.1 DWELLING 0 _IrL i 1. 1 PROVIDE BASEMENT WINDOWS BY ANDERSON t r t 4 FIRST FLOOR L L LINE r EXI5TIN6 FTG. 4 ' — FOUNDATION — STEP FTG.2:I RATIO MAX W � U � O ks) Lu LINE OF PROP05ED LINE OF EXISTING — ADDITION DWELLING W Q z V) kf) W Oz :zz Q RIDGE VENT Q 12 —+ I RIDGE VENT -- -- - -- IA- -- `- - - - - - ---- — - - -- \/J - _. W-.._---___ 1313 PROVIDE 8" FASCIA TO TL1 t L �lr'i 1,1 . L1rL 1 1_ - L L.tT1 MATCH EXISTING PROVIDE 8"FASCIA TO� / \ \ MATCH EXISTING OVERHANG TO / \ \ / \ OVERHANG TO MATCH MATCH EXI5TIN6 G.I 1 TTI. .-1 � i. T 1 EX15TINO ADJACENT D E O O O Q ADJACENT \ / O O PROVIDE CASEMENT WINDOWS BY L I PROVIDE CASEMENT WINDOWS BY ANDERSON , y ANDERSON �my \ Ii(-i-T - � ; o T I pQ � 2231 Jill T T I T 1 T r = -� 1 I - _..._.. --.------- @Le D �Od[ g PROJEGT5-2231 ' A-3.DWG DD o e 1J 1J�L1U�#O STEP FTG.2:1 RATIO MAX ELEVA710N o3mmmQ ma 10 Of 10