Loading...
HomeMy WebLinkAbout51703-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#: 51703 Date: 03/04/2025 Permission is hereby granted to: James E Balzaretti 680 Sterling Rd Cutchogue, NY 11935 To: construct single-family dwelling as applied for per SCHD approval. Premises Located at: 60 George Rd, New Suffolk, NY 11956 SCTM# 117.4-1 Pursuant to application dated 10/30/2024 and approved by the Building Inspector. To expire on 03/04/2027. Contractors: Required Inspections: Fees: Single Family Dwelling-NEW $2,503.75 CO-RESIDENTIAL $100.00 Total S2,603.75 Building Inspector Mill TOWN OF SOUTHOLD—BUILDING DEPARTMENT +: Town Hall Annex 54375 Main Road P. O. Box 1179 Southold NY 11971-0959 ry" Telephone (631) 765-1802 Fax (631) 765-9502 hllps'11111ww 1o,,1holdt APPLICATION FOR BUILDING PERMIT Date Received For Office Use Only LEE PERMIT NO. Building Inspector; OCT"ll"l --k— 30 2024 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an ZU11,DVITCo���"IFF Owner's Authorization form(Page 2)shall be completed. Tf"I"AIN IF Date:9/18/24 OWNER(S)OF PROPERTY: Name:James Balzaretti SCTM#1000-117-4-1 Project Address,50 George Rd.. New Suffolk, NY 11956 Phone#: d Email: r Mailing Address:35 Rogers Pl. Floral Park, NY 11001 CONTACT PERSON: Name:Kelly Bennett Mailing Address:1257 Udall Rd. Bay Shore, NY 11706 Phone#:631.888.7318 Email: kbennett@jamds.com DESIGN PROFESSIONAL INFORMATION: Name:Tehn Design Group- Emmanuel T. Addy Mailing Address: 1257 Udall Rd. Bay Shore, NY 11706 Phone#:631.888.7318 Email:tehnaddy@gmail.com CONTRACTOR INFORMATION: Name: r M Mailing ddress, Phone#: 1 (-- Email: 0 DESCRIPTI N O I F PROPOSED CONSTRUCTION pair New Structure ❑Addition ❑Alteration OR alr Demolition Esmated cost of Project: ❑Other Will the lot be re-graded? ❑Yes No Will excess fill be remove f om premises? ❑Yes No 1 PROPERTY INFORMATION g property: Intended use of property: Existing use of � e district in which premises is situated: Are there any covenants and restrictions with respect to Zone ..,M, or use this property? ❑Yes ONO IF YES, PROVIDE A COPY. �";)Tm"IR�Box�` fi�7��r��T"adin;,: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department forth a issuance of a Building Permit pursuant to the Building zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary Inspections.False statements made herein are able as A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. p a Class Application Submitted B (print name): r ° Y(P ) r 4,Authorized Agent ❑Owner i I Signature of Applicant: ' f 1 I Date. STATE OF NEW YORK) COUNTY OF being y p y dui sworn deposes and says that(s)he is the applicant (Name of indivi, L(al signing contract) pp above named, (S)he is the_ I,. ���� (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 y ofk Notary Public ALISON W. COLL NOTARY PLIDUC-STATE OF NEW YORK cl�,`Wied in Suffolk County Where the appllc _. ( ant is not the Owner) my CQI{itIlfSSion Expires April 07, 20 James Balzaretti residing at -).. o,,mm o hereb Kell Benny tt y uthorize to apply on my:Z; e v,n of Southold Building Department for approval as described herein.. 9/18!' f7As Signat re Date � ' Print Owner"s Na e 2 Bu Ition, AU 'HORIZATION (Where the Applicant is not the Owner) esiding at .—(Print o vnei's name) (Mailing Ac do Iles-eby aut]Mize (Agew) ......... to apply on my behalf to the Southold Building Department. 9/18/2024 (Owner's Si er's gnature) (Date) 4-3 Generated by REScheck-Web Software Compliance Certificate Project Balzaretti Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Project SubType: None Conditioned Floor Area: 2,407 ft2 Glazing Area 12% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 50 George Road New Suffolk, New York Compliance: 0.6%Better Than Code Maximum UA: 342 Your UA: 340 Maximum SHGC: 0.40 Your SHGC: 0.22 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, Enyelgwe s Prop.Gross Area Cavity Cont. Prop. Assembly or Perimeter Ceiling: Flat Ceiling or Scissor Truss 1,386 30.0 0.0 0.035 0.026 49 36 Wall:Wood Frame, 16"D.C. 2,358 15.0 3.0 0.061 0.060 125 123 Door: Solid Door(under 50%glazing) 42 0.290 0.320 12 13 Door 1: Glass Door(over 50%glazing) 39 0.290 0.320 11 13 SHGC: 0.22 Window: Wood Frame 234 0.290 0.320 68 75 SHGC: 0.22 Basement Wall:Solid Concrete or Masonry Wall height: 8.0' 1,386 0.0 11.0 0.054 0.059 75 82 Depth below grade: 7.5' Insulation depth: 8.0' Project Title: Balzaretti Residence Report date: 03/04/25 Data filename: Page 1 of10 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. EMMANUEL T ADDY � ' 3-4-25 Name-Title Signature 'A , Date ZF i „ p CP x 0 2.,..�4 OF Project Title: Balzaretti Residence Report date: 03/04/25 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist 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. so fork �Pian ;y ri e�N �l�ld orlfl+�cM; Ore-los �c i 6"Ro ie lu+ l u tim li s o nmrws�/ sw mp�k r s 103.1, Construction drawings and ❑Com lies 103.2 documentation demonstrate ❑Does Not ri i energy code compliance for the ��" "building envelope.Thermal ����� ' � �� � ��� ,,❑Not Observable ❑Not Applicable envelope represented on � construction documents. 103.1, ,'Construction drawings and ❑Complies 103.2, documentation demonstrate i/ �j �r /f �/fl >>❑Dges Not 403.7 energy code compliance for i systems. //� '0� 1�/ �'%% ®Not Observable 10)[PR3] `slighting and mechanical sys e s ,I� ��/�i����� �j%���� j ��i Systems serving multiple �f/ � %i %j j ij%/,1 ,,❑Not Applicable `" dwellingunits must demonstrate ��f /�1/��J��"�''///i,�� f/�� ;compliance with the IECC of Commercial Provisions. 302.1, Heating and cooling equipment is a Heating„ Heating: EComplies 403.7 sized per ACCA Manual S based : Btu/hr Btu/hr Z❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Coolie Manual J or other methods 9s [ Not Observable ^ Btu/hr Btu/hr ( Not Applicable approved by the code official. Additional Comments/Assumptions: 1 JHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Balzaretti Residence Report date: 03/04/25 Data filename: Page 3 of10 sactlon 1Plans►wI!erllFleal field 4tp�re�l Foundation 1nsjP »tl6n Value value �eti�nplias �C�mmOnts/A srumptlon�s &Ike �ltl` 402.1.1 ;Conditioned basement wall R- R- ;❑Complies See the Envelope Assemblies [F04]1 insulation R-value.Where interior R- R- ❑Does Not ;table for values. insulation is used,verification ❑Not Observable may need to occur during Insulation Inspection. Not ❑Not Applicable required in warm-humid locations a in Climate Zone 3. 1303,2 Conditioned basement wall jQ%/i%,'// i%/�'��i�� �❑Complies insulation installed per % �����'� //%'' �%� �'/!;� jj❑Does Not manufacturer's instructions. ❑ Not Observable v..� 4❑NotApplicable 402.2.9 Conditioned basement wall ft ft I❑Complies see the Envelope Assemblies [F06]11 insulation depth of burial or ❑Does Not table for values. j distance from top of wall. !❑Not Observable ❑Not Applicable 3032,1 nA protective covering is installed i//i,%j� ji%/ ��//'�� ��ii/�% i/ii,a�%0'''❑Com lies 2` protect exposed exterior /%,/,,,���jii j�� ///�/�i�����%% %� ❑ [F011] to pro ec exP �i/,i %�i �%��%%i� i��%�l/��i�i����% Does Not ^insulation and extends a14�0 �lili��� o t���/r��/ i�/i��� °i %��� ��%i�i��� %% ❑NOt Observable l ;minimum of 6 in. below grade. ij��G%�i���� %���i�/ /���/j f Not Applicable 4039 Snow-and ice-melting system %/,/jf%�//%%%���%%t�%/,��/%� ;���//f%j ❑Complies [FO'12] controls installed. �' �� ��� � �����j% Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Balzaretti Residence Report date: 03/04/25 Data filename: Page 4 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Complies? Comments/Assumptions & Re .ID Value Value 402.1.1, Door U-factor, I U- U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- T❑Com`mplies ;See the Envelope Assemblies ❑ table for values. 402.3.1, average). O Does Not 402.3.3, 402.5 UNot Observable [FR2]1 UNot Applicable u 303.1.3 U-factors of fenestration products i ❑Com lies [FR411 are determined in accordance //// ,ii / J%'/ �f ���'�'� �frr� %✓�r%�i��������%!//lf%1❑Does Not ;with the NFRC test procedure or ❑Not Observable taken from the default table. ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier j/f '0� //;/j j%fh❑Complies [FR23]1 installed per manufacturers ❑Does Not ;instructions. � Not Observable ❑Not Applicable Fenestration that is not site built ; iji/j° /� " /�/jj❑Complies 402.4.3 � f � . [FR20]1 is listed and labeled as meeting � ,�' '/r j /��/;/�❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 /// /�// jl'r/� P `�pJ ❑Not Observable or has infiltration rates er NFRC �� l L",�LLE]Not�j;❑Not A lic ble 400 that do not exceed code � �J= PP a�,limits. �j 402.4.5 ;IC-rated recessed lighting fixtures('f / %f f% O%i/l% y❑Complies '[FR16]2 sealed at housing/interior finish / �� �//„�>��/�,/�, %� ,��1❑Does Not and labeled to indicate <_2.0 cfm leaks ✓ N/ , ❑Not Observable eat 75 Pa. ri� �� „ 'i g ❑Not Applicable 403.3.1 Supply and return ducts in attics 7J f"f!f/lrjil %ly/ ! ''"f l`j' ❑Complies [FR12]1 :insulated >= R-8 where duct is �J '�/ f� j��j��jr,❑Does Not >= 3 inches in diameter and >_ ����� � i j���, /�J ( �rj, [:]Not ObservableR-6 where< 3 inches. Supply and ❑ iotherNot Applicable return ducts n p portions of the building insulated >= R 6 for diameter>=3 inches and R-4.2 for< 3 inches in diameter. 403.3.2 �j' %ii/% 1%/ %��"/%❑Corn lies [FR13]1 boxes are sealed lrw the filter f ]� � �/ ❑Does Not • pints/seams compliant with ;� � �� `i � i� , r/��❑Not Observable 'International Mechanical Code or I%�/ij�I/ ��j �/ �� ;f���, �/ /l ❑Not Applicable ' International Residential Code, as��jf���i ,, it �r✓��/ r��, applicable. 403.3.a ��/ �/ ra,' ��j�f / � � �� E]Does et ;Building cavities are not used as � � �� ��� FR15 .ducts or plenums. � > �� �/� � � es Not ❑Not Observable EINot AppOcable 403.4 HVAC piping conveying fluids R- R- ❑Comnplies [FR17]2 above 105 °F or chilled fluids ❑Does Not below 55 °F are insulated to >_R- a ;3 []Not Observable ❑Not Applicable Protection of insulation on HVAC w i` ����%'%'; /�f''//�'%'it'l'�' %'%1°%�i ComTM lies 403.4.3 9 j1 l �j / � �f� E] p [FR24] �piping. k f � � ' �❑Does Not 41 �,�,f� //���j,, j�,;❑Not Observable ❑NotApplicable 403.5.3 k Hot water pipes are insulated to o R- R- ❑Conplies [FR18]2 >_R-3. ❑Does Not ❑Not Observable ❑Not Applicable 1 1HIgh Impact(Tier 1) 2 'Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Balzaretti Residence Report date: 03/04/25 Data filename: Page 5 of10 artia�r PrsrriFjrd " llcl, wan'Ifla uraprnln /R -in Ilnsp,0 tlo Cd rM i o rn ntslA sip tptioi s .wog , 403.6 Automatic or gravity dampers are U%f �i�/��°j'%'f'�o�%%%/li /' �i°ill ®Coomplies �f �„ i� �/ � Cb=B 12 installed on all outdoor air y i !/ %/j %l�/�� � �"% ®Hoes Not intakes and exhausts.. CVot.observable , ©.Not Applicable NicabNe Additional Comments/Assumptions: 111 High Impact(Tier 1) 2, Medium Impact('Tier 2) 3 Low Impact(Tier 3) Project Title: Balzaretti Residence Report date: 03/04/25 Data filename: Page 6 of10 ec on Irlans Verified pleld''� rlfi+ed Ipu ulaVon Inspotioru a gals 'ornrnet s/, ss r p ores NY"e+ltte' V0100 / /%' %'or// a'i%/ 1% / %Gr i'% % 'C1Com lies 30351 „All installed insulation is labeled ///���/ ;f/�/���rGG���j,�/,f�/%�/�y P [1N1,3)2 ;i or the installed R-values �j�/�/I/ra�/ ��//�,r ��i��r�i/ ��%i Does Not provided. Not pbs+erve,ble ❑Not Applicable 40 .1.1, "Wall insulation R-value. If this is a R- R- ',❑Complies See the Envelope Assemblies 402,2�.5„ mass wall with at least 1lz of the ❑ Woad Wood T3Does Not table for values. 402,2.E ;wall insulation on the wall ❑ mass Q mass ❑Nat Observable [IN3➢$' exterior,the exterior insulation Steel requirement applies(FR10). o❑ Steel ❑Not Applicable e 30 .2 Wall insulation is installed per Complies (IN4) :manufacturers instructions. � ❑Does Not ❑Not Observable� EE]NotAppilcable Additional Comments/Assumptions: 1 High Impact(Tier 1) Medium Impact(Tier 2) 3 Low Impact(Tier'3) Project Title: Balzaretti Residence Report date: 03/04/25 Data filename: Page 7 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .ID 402.1.1, ;Ceiling insulation R-value, R R- ^❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ^❑ Wood ^❑Does Not ;table for values. 402.2.2, ❑ Steel o❑ Steel �,❑Not Observable i 402.2.6 [FI1]1 tlNot Applicable I Ceiling insulation installed per 1t�%�%i��frr������j�j�if�i%��i��i/�/;i�//,/i%/,�❑Complies 303.1.1.1, ///�� 1 //// %i f / i% %%%❑ 1 �%/����j � / � �%, //�� Does Not 303.2 (manufacturer's instructions. / �� �� / [F12] ;Blown insulation marked every300 ���j /��� �/%�%/,/ a, z , %fi�i i i / j ,❑Not Observable ❑Not Applicable 41 11 02.2.3 ",Vented attics with air permeable / % '/o /D y %%j� 'f jj%j'%ElComplies [FI22]2 insulation include baffle adjacent I%j fIN ❑Does Not uto soffit and eave vents that ❑Not Observableextends over insulation. ���rf // i/' �i✓%%%//! u/❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ❑Complies [FI311 insulation >_R-value of the ❑Does Not ;adjacent assembly. '[-]Not Observable j❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 & ACH 50 = ACH 50 = "❑Complies [F117]1 lath in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable j❑Not Applicable 403.3.3 ,Ducts are pressure tested to cfm/100 cfm/100 ,❑Complies [F127]1 determine air leakage with ft2 ft2 ;❑Does Not jeither: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including ,the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total {leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies [F14]1 cfm/100 ft2 across the system or ft2 ft2 °❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable (tests, verification may need to ❑Not Applicable occur during i Framing Inspection. 403.3.2.1 ;Air handler leakage designated y� i�/ '%/%l j%j%/J�%l��J/,%�ii ;�%y❑Complies [F]24]1 ;by manufacturer at<-2/0 off ��fj�i � � � ❑Does Not design air flow. ❑Not Observable ❑Not Applicable Programmable thermostats 403.1.1 g �j %❑Complies [Flg]z installed for control of primary %l /r/J' %/ //% %/ % J/❑ �f r / /�///!��% ���,�/ /ii/� Does Not heatingand cooling systems and g yi ❑Not Observable initially set by manufacturer to !codespecifications, //f�;/ ❑Not Applicable 403.1z2 oHeat n heat thermostat installed r ,i ' /� i1 //� i// �r❑❑'complie's [FI10] pumps. / / Does Not ❑Not Obser vable /. ❑Not Applicable s 403.5.1 !Circulating service hot water /,,� �;%a / f' / %1f ri J r ❑Com lies z r / r! //� i� / [FI11] 'systems have automatic or o�j��/r/ ,f��f/ �/%i/1%�,-����//,;�fi❑Does Not ;accessible manual controls. //ii� j j %jfif lJ�% /�f� �� ❑Not Observable ; ❑Not Applicable 1 I-l'igh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Balzaretti Residence Report date: 03/04/25 Data filename: Page 8 of10 Section, Final Inspection Provisions Plans Verified Field Verified Complies? Comments/Assumptions & Re .ID Value Value 403.6.1 ;All mechanical ventilation system jl /lj /, j',%G fio j y;%/''/! i%%/%❑Complies [F125]2 fans not part of tested and listed HrMjf ❑Does Not HVAC equipment meet efficacy ❑Not Observable yi fir �rr/% / ity ,and air flow limits per Table I R403.6.1. ❑Not Applicable �i�,/'rr�'�' 403.2 Hot water boilers supplying heat //' �f� ,,, [F126]2 (through one-or two-pipe heating fj/���If r ,��� �/�� �j ,❑Does Not �,systems have outdoor setback �/f�; �� /1� ����� ;control to lower boiler water �''�' J/�� �� �� [-]Not Observable con if,'XI, ,i r% ,: ��/ � i / �% i ❑Not Applicable temperature based on outdoor �����/ �1�� ��/ �� ��� PP temperature, %��r�fi P , 403.5.1.1 Heated water circulation systems r e� � /!r��� %'r �� ❑iCom lies , ' i�e �i/�� �� P / ;have a circulation pump. r FI28 h /, � � , �, �, Does Not system return pipe is a dedicated „lf /, ,,� o �,/jo , �❑Not Observable t return pipe or a cold water supply r�f�/% //�%r/� ��� ;ri/1j / []Not Applicable pipe. Gravity and thermos- syphon Y circulations stems are ;not present. Controls for a circulating hot water system ;pumps start the pump with signal .,..for hot water demand within the �occu anc . Controls automatically turn off the pump iwhen water is in circulation loop ( �� / l ��� �,✓ is at set-point tem erature no demand for hot water exists. 403.5.1.2 Electric heat trace systems % /%/ / f j/ ❑'Complies [F129]2 'comply with IEEE 515.1 or UL �% ���/ i/�r//�� ! G�/f✓�i/�io r�i / /�% r Does Not 1515. Controls automatically �,,,fi��r<�� r��f/f/�f ��/i�! energy P /i �� / ❑Not Observable , adjust the input to the 'heat tracingto maintain the ai/i�f, f �rr��r//�❑Not Applicable �i � desired water temperature in the piping. [F130] systems have controls that rr/ ! �l % ,' �f i E]Coes Not 403.5.2 Demand recirculation water 1� �/ rr � %i,�/ � ��r❑Does Not manage operation of the pump Not Observable // , i,❑ �and limit the temperature of the l d ���/��i��r /r/�i�/�-a���a p ��j �/ /�,/ / �, r ❑Not Applicable ;water entering the cold water pp piping to <= 104°F. JIIr%� �� %i r ✓, /J/// ! p 9 z Drain a �r/ ��� f%/ /I/❑Complies 403:5.4 ram water heat recovery units �y��/'�/���f / i �f� f r in accordance with CSA r // ❑ FI31 tested ac I i / [ ] � �/ Does Not B55.1. Potable water-side f J j " pressure loss of drain water heat ❑Not Observable ❑�� �� r/����i � . � � Not Applicable ;recovery units < 3 psi for p��/ pP u individual units connected to one �,J �%/�// or two showers. Potable water- side pressure loss of drain water "heat recovery units < 2 psi for individual units connected to three or more showers. 404.1 90%or more of permanent ❑Complies 1716fixtures have high efficacy lamps.ur � / / �//� ,/, // �❑Does Not ❑Not Observable ❑Not Applicable 404.1.1 Fuel gas lighting systems have r! fr �r�J//if j�Jlr y//r 60Complies :[F123]3 no continuous pilot light. 111111111 !�� �y❑Does Not ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted ❑Complies Does Not ❑Not Observable ❑Not Applica,ble 1 JHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Balzaretti Residence Report date: 03/04/25 Data filename: Page 9 of10 e 1pn .I �"M n's,yerj s Wid Verified rified �n I��n�i�:�i�, pe+�j�wn Provisions, ; +r�nrM��� eirn+�fi�lssui �?d��rs Val a ViWe 30 ,3 Manufacturer manuals for (Compiles (j 'I1$1 mechanical and water heating l �Oo'es Not rsystems have been provided. ,//�� ///�j���/ //���� ot Observable EINvt Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1( 2 Medium.Impact(Tier 2) 3'1 Low Impact(Tier 3) Project Title: Balzaretti Residence Report date: 03/04/25 Data filename: Page 10 of10 Efficiency Certiflicate Above-Grade Wall 18.00 Below-Grade Wall 11.00 Floor 0.00 Ceiling/ Roof 30.00 Ductwork(unconditioned spaces): ). . Window 0.29 0.22 Door 0.29 0.22 Cooling, Heating System;. Cooling System:; Water Heater: Name: Date: Comments 71 Town Hall Annex ( 1 lepb 31)765-1802 54375 Main Road fax631)765-9502 P.O. Box 1179 °'w Southold, NY 11971-0959 ^ ° 10,71 � i" BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION. PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 10/1/24 Owner: James Balzaretti Location of Property: 50 George Rd. New Suffolk, NY 1 5 mm Please take notice that the (check applicable line): X New commercial or residential structure 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) CPo Pre-engineered wood construction (PW) wy Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) _IT �IT Roof framing (R) x Floor and roof framing (FR) Signature: Name (person submitting this Kelly Bennett Capacity(check applicable line):. Owner ._. Owner representative TrussRegMdocx Effective 1/1/2015 DATE(MMIDD/YYYY) AC40REP CERTIFICATE OF LIABILITY INSURANCE IW7L2024 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WANED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer ri hts to the certificate holder in lieu of such endorsement(s). PRODUCER NAME;; Lisa Marie AX Aspen Agency Inc PHONE (631)a71-7575 (AC.N (t 11389- s._.. 191 Ronkonkoma Avenue rI-IT COT Aa�at �• lira as�ae..... ........mm �.._.... ......mm. ....._.. Ronkonkoma, NY 11779 INSURERMAFFORDINGCOVERAGE NAIC# INSURER A: Southwest Marine&General Insurance Co 122Q4 INSURED LINSURtER R B: Sligo Construction Corp C: 1365 Watersedge Way R D: Southold, NY 11971 I E:R F COVERAGES CERTIFICATE NUMBER: 000199814352206 REVISION NUMBER: 52 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. NSPt _. Di'L S -. ..... POLICY' FF POUCY EXP _. LIMITS_.. .......... LTI, TYPE OF INSURANCE POLICY NUMBER A COMMERCIAL GENERAL LIABILITY GL2023RLHOO420 10/1512024 10/15/2025 EACH OCCURRENCE $ 1 000 000 DA CLAIMS-MADE �OCCUR PR EMI MED EXP(An one person) $ 5 000 PERSONAL&ADV INJURY $ 1 000 000 GEIN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 21000,000 POLICY�J5CT LOC PRODUCTS-COMP/OP AGG $ 2 000 OOO L—7,OTHER: $ AUTOMOBILE LIABILITY 94&-0J&d NED SINGLE LiMI $ ANYAUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY W„„„,„,,,, AUTOS R •— HIRED NON-OWNED TY DAMAGE $PROPE AUTOS ONLY AUTOS ONLY r ff mid.A-it - I'll i$ UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE S DED I RETENTION$ - $ WORKERS COMPENSATION T O H STAA TUTE R AND EMPLOYERS'LIABILI Y Y/N _ ANY PROPRIETORIPARTNER/EXECUTIVE ❑ „E.L.EACH ACCIDENT $ NIA OFFICERIMEMBER EXCLUDED?(Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ Ifyes,describe under DESCRIPTION OF OPERATIONS below A.L.,DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 54375 Route 25 ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 1179 A E 11EOENTATIUE Southold, NY 11971 ....... / LIS ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD Printed by LIS on 10/07/2024 at 03:14PM /7--orkN111 NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AAAAAA 582445685 SLIGO CONSTRUCTION CORP 1365 WATERSEDGE WAY SOUTHOLD NY 11971 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER SLIGO CONSTRUCTION CORP SOUTHOLD BUILDING DEPARTMENT 1365 WATERSEDGE WAY 54375 NY-25 SOUTHOLD NY 11971 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 11353 733-7 16506 04/15/2024 TO 04/15/2025 10/7/2024 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1353 733-7, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PAUL DAVEY PRESIDENT AND LISA DAVEY VICE PRESIDENT OF SLIGO CONSTRUCTION CORP (A TWO PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. BY CAUSING THIS CERTIFICATE TO BE ISSUED TO THE CERTIFICATE HOLDER, THE POLICYHOLDER UNDERTAKES TO PROVIDE THE CERTIFICATE HOLDER 10 CALENDAR DAYS' NOTICE OF ANY CANCELLATION OF THE POLICY. NEW YORK STAT SU NCE FUND 41 DIRECTOR,INU'RANCE FUND UNDERWRITING VALIDATION NUMBER:834503366 U-26.3 z ., s Count Executive's Office of Consumer Affairs VETERANS MEMORIAL HIGHWAY * HAUPPAUGE, NEW YORK 11788 , DATE ISSUED: 8/22/2001 No. 29373-H a=_ SUFFOLK COUNTY Home Improvement Contractor License This is to certify that PAUL J DAVEY doing business as SLIGO CONSTRUCTIION CORP having furnished the requirements set forth in accordance with and subject to the provisions of applicable laws, rules and regulations of the County of Suffolk, State of New York is hereby licensed to conduct business as a HOME IMPROVEMENT CONTRACTOR, in the County of Suffolk. Additional Businesses NOT VALID WITHOUT DEPARTMENTAL SEAL AND A CURRENT - CONSUMER AFFAIRS C i � (it✓�1aCG ID CARD Director Suffolk County Dept.of Labor,Licensing&Consumer Affairs HOME IMPROVEMENT LICENSE Name PAULJDAVEY AL tUsinesa Name This certifies that the SLIGO CONSTRUCTION CORP bearer is duly licensed License Number 1-1-29373 by the County of suffolk Issued: 08/22/2001 Rosa(,i,e,Dr&agco- Expires: 08/01/2025 Commissioner OWTS F . . S.C.T.M.# DISTRICT 1000 SECTION 1117 BLOCK 4 LOT 1 R-24— 1 280 Desi In Professional's Bks ertific u n Required. SUFFOLK COUNTY DEPARTMENT OF AL'rH SERVICES Submit " " orR.A. Certification For SIT �I� APPROVAL � ����TI�aUCENn D The InstaHati n and Construction of the Sewage Disposal Systems SING FANfIIB..Y RESH3ENCE ONLY Use FormWWM-0'73 DATE 10/29/2024 H.S REF, No. R 24-1280 Abandonment O the existing nit t in APPROVED FOR MAXWUM OF 4 BEDROOMSconformance with the Departmeffs requirements. OF AI ROVAL 'vSubmitcompletedform -00 as proof SANITARY DESIGN BY: RICHARD M.MATO A.I.A. PO BOX 2284 AQUEBOGUE NY 11931 SEPTIC PHONE: (631)523-5879 EMAIL.RMATOARCHITECT@GMAIL.COM V� � -` HU.P. W" v WELL , e 60- OWR T111 WA 150 41 OF Nz GRO IR W.v. 0 IO VV RICHARD M. MATO A.I.A. NYS USCJ041861 . w g U.P. Z T W:V, SANITARY NOTES W - 1. THE OWTS INSTALLER SHALL HOLD AN ENDORSEMENT FROM THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. fan ., 2. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENENANCE PROVIDER AND THE 00, 9 SHALL BE PROVIDED TO THE SCDHS x 3. PROVIDE A 2"VENT PIPE FROM THE OWTS TO THE DWELLING AND CONNECT TO THE SANITARY VENTING WITHIN THE HOUSE tl� �LL THE VENT PIPE SHALL BE PITCHED TOWARD THE OWTS SO ANY LIQUID WILL DRAIN TOWARD THE OWTS 4. AN EFFLUENT FILTER SHALL BE INSTALLED UNDER THE ACCESS COVER OF THE CEN5 UNIT ON THE OUTLET PIPE PROPOSED SEPTIC SYSTEM UP TO 4 BEDROOMS EMS FING 1 S r-y C1 (1) FUJICLEAN CEN5 500 GPD (OWTS) FIz,��,kF truer a.l.uld�.� - ti gate IavMMas x TI s gctg9 rat (3) LEACHING GALLEYS 8.50x4'DEEP ui olk CO UQt M T7 � ,FIB 11M f ki x. M JI M, F:C:7° � ` . ,.. ""I r ** (2) EXPANSION LEACHING GALLEYS u . Cell �3 BS2 52 x Fa® owu ..� � " °' {'^..w ,a W/W�WA.� Installation Guidance FuJiClean Schedule 40 PVC 9DDegree Inlet Adapter t Ali of % T' t� � `•,. WELL 2.Tschedule he dd0 �I fitfin�azkepkdrnl Adapter opening�wn openings be(filled inlets wdtlan�s"ISDR�ateri p'kPo,and f�P accept standard f� �${r ���"� �� "r„,.� � � these vnll as advance,�63 � ..... ..� r a�!Pr 3.An unuaed.entry as oo bar P'pJlfilean inlet adapter shall be capped wdktll a 4"�ssnodu9a 4qt aria 'a.dean out. d $, `R' y try pler&plug,or a Schedule 40 slip ,XC'AVA..I..VON IINSPEC-I..HON EO.UD PIED LAND N/F OF y�r"5� ° ,r° p ^Y cap mad is sallonl.waai@ed V+a a mtoort sdrkr of pGp�a InserGe and arrauY welded Nrnars the ad,'up9,mr pcsaY. I' ld A6 H.H 9 aSYSTEM WILLIAM BLANCHARD j +f { a.The tatar oh y adapter Ile r dad w nt FeoCaeam unit arrg a a long rdar eaadvtla 40 pipe that is Solvent welded r." '�, + into the adapter plod end and F4WIean mom.so Olaf the� tpr fils ON.ualh 00 lra r wlft, DWELLINGS ' Y''*r, "'0"'" 0,,;, ""^• IN'L d" Et 4. .�GJQ• 5.The im4tatiar shall,nneure�mal owe soa beneath the ad4splor'li..ba lod and camp led suffkdeOgy to support me bottom of y I A8_I H I)L �k�� NCH l I E ry °r sf and rape era 1M f ear La usrsd tree Nrrg W/PUBLJC WATER # y ,,C„. AD E the adapter and prevent any settling a strain on me adapter or FupClean unit. 150' eU r� za s hMaM min ga pilxo tatlatka o1 at a adapter, ' ""w°''. ""'^*.. P 7 Mustirmalt a demout to grade Nn ioewllh thtr STANDARDS FOR APPROVAL.OF PLANS AND CONS'rR'UCTII'.N FOR LG' rid SEWAGEDfSPO,,W.SYSTEM FOR OTHER 71"SINGLE.FAMILY RESIDENCE5 aM the'STANDARDS FOR APMOVAL ELEV. 9.5 /H t I 0 + , ao n renabwn all d a vent wool for attaching piping ralan RESIDENCES.- OF � �The�uIPE.ANS A.hd�O�trcgana o�Mrowaaka SEWAGE DISPOSAL SYS1E''g to FraWCkaat6l�ateral an adapter. FOR SINGILE FAh11LY 1L DY LOAM 2.0 2"SCH40 PVC VENT PIPE ELECTRIC AND AIR SUPPLY HOSE TO OWrS^^^ - �""�'"" -- '�'` vie , I°d g 4 NdM CLAYEY � CONTROL PANEL AND AIR PUMP � 4. �� � � "Fri 2 Chc&k dry fiM of Moe wo l'at"%Mpe mI1'auld e"ly go 113 of the way into the fitting.If pipe bottoms.it should be snug iC p;C1 1.4' ELEC.SERVICE TO CONTROL PANEL MyN �_ 3.Use a suitable applicator at least h the size of the pipe diameter-For larger size pipe systems,use a nawral 4 M ,yy ��„ ".•. d`"�,,"^."""""" bristle brush or roller. 4.Clean pipe 9 e depm of ma sarkek leave no uncoat fittings.Use Gear Cleaner ontyl) ^w �.. rr , .. ``-, UVtIIll6rL.ONodd A01* „ICINR IE.ED 5•Mph'liberal coat ofwment oPipe tom depth of asock ldlea ea cuaraenM,dsurfaw. .:e. •, t rV9'31,C IOC'Yo 6.MPIY a Iktia coal of twrmadr�G tt+Itro InakYe. PALE �`y y g° p ag g r. not use mar on ABS pipe an BROWN S.D, .ue.1 ivP:..REMOVED —�,. (A� ry,/ 1 V f"".. ,r t',. ^+ + ,.w- Puddling..can cause WWk0Wng Mid pffaur0t0m:f l lufe..a40"Of fittin•Apply a secant coat of cement to me pipe. MEDIUM 1. ' r W SAND ,,✓ ','f" '""�-.� ""�.,� �f ��" 7.Assemble parts QUICKLY.Cement must he fluid.If cement surface has dried,rewat Iwm parts. 8C R Ar r .9' 9 w �ry B.Push pipe FULLY into fining using a'/.Wining motion until pipe bottoms. GENERAL NOTES AS'Q_S9r_1_ FROP E: D N "L: GENERAL: V L L ® n � 1. NO WORK IS TO START UNTIL A PERMIT I:;OBTAINED FROM THE BUILDING ob v I DEPARTMENT. 2. ALL WORK SHALL CONFORM WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE d 2 202� AS WELL AS ALL CURRENT NEW YORK STATE CODES F 3. ALL UNNOTED OR NONVISIBLE EASEMENTS OR CONDITIONS WHICH SHALL ARISE BUILDING CODE NOTE' ;,,.. . DURING THE COURSE 0 CON STRUCTION S N TRUCTION THAT DISAGREES WITH THAT INDICATED THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE ON THESE PLANS SHALL CAUSE THE CONTRACTOR TO STOP WORK AND NOTIFY 2020 RESIDENTIAL CODE OF NEW YORK STATE Ar �`�� THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE TO WORK HE WILL THEN ASSUME ALL RESPONSIBILITY AND LIABILITY a ARISING THEREFROM. MECHANICAL CODE NOTE: 4. NO DEVIATIONS OR CHANGES TO ANY PART OF THESE PLANS SHALL BE MADE UNLESS 3 THIS PROJECT SHALL COMPLY WITH THE MECHANICAL CODE OF FIRST APPROVED BY THE ARCHITECT,ENGINEER AND BUILDING DEPARTMENT. NY.STATE,CHAPTERS 12 THROUGH 24. 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. 6. ALL DIMENSIONS HEREIN ARE APPROXIMATE.NOT TO BE SCALED AND ARE SUBJECT PLUMBING CODE NOTE: TO REVISION AS PER ACTUAL FIELD CONDITIONS. THE DISCRETION OF THE OWNER, THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE AND AS DIRECTED AND/OR APPROVED BY THE ARCHITECT OR ENGINEER. 2020 RESIDENTIAL CODE OF NEW YORK STATE CHAPTER 25 THROUGH 33 50 GEORGE ROAD " 7. OWNER/CONTRACTOR ARE RESPONSIBLE TO OBTAIN INSPECTIONS,APPROVALS, CERTIFICATES,CERTIFICATE OF OCCUPANCY/COMPLETION AND U.L.APPROVAL. ELECTRICAL CODE NOTE: 8. THIS SET OF PLANS IS THE PROPERTY OF TEHN DESIGN GROUP LLC.AND IS THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE NEW SUFFOLK, NEW YORK FOR THE ONE PROJECT NOTED HEREIN ONLY(EVEN IF THIS PROJECT IS NOT NFPA 70 NATIONAL ELECTRICAL CODE CONSTRUCTED).THE PLANS SHALL NOT BE ALTERED,REPRODUCED OR USED IN ANY WAY WITHOUT WRITTEN PERMISSION OR COMPENSATION OF TEHN DESIGN GROUP LLC. 9. THE ARCHITECT OR ENGINEER IS NOT RETAINED FOR SUPERVISION OF WORK AND ENERGY CODE NOTE: IS RESPONSIBLE FOR DESIGN INTENT ONLY. TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL 1 TITLE SHEET & PLOT PLAN 10.ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TO BE DEFECTIVE SHALL BE JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN BE REMEDIED AT ONCE REGARDLESS OF ANY PREVIOUS INSPECTIONS. 2 SKY EXPOSURE PLAN 11. CONTRACTOR SHALL BE FAMILIAR WITH THE CURRENT GENERAL REQUIREMENTS OF COMPLIANCE WITH: ALL STANDARD AND SPECIALTY SYSTEMS/MATERIALS USED WITHIN THIS 2020 RESIDENTIAL CODE OF NEW YORK STATE THIS PROJECT WITH THE MOST STRINGENT RECOMMENDATIONS/REQUIREMENTS O BE FOLLOD. 3 FOUNDATION PLAN WALL SECTION 12.IT ISTHE INTENT OF THESE PLANS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED NOTE. ' GEORGE ROAD CONSTRUCTION. HOWEVER FIELD CONDITIONS MAY ARISE DURING CONSTRUCTION 4 FIRST FLOOR PLAN , SECOND FLOOR PLAN THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED. 1.ALL PLUMBING WORK TO BE DONE AS PER CODE. 13.ANY AND ALL DISCREPANCIES TO BE REPORTED TO ENGINEER. 2.FIXTURES TO HAVE INDIVIDUAL SHUT OFF VALVE. 14.WALL AND CEILING FINISHES SHALL BE 114 ACCORDANCE WITH SECTION R701 AND INSULATION 3.FIXTURES TO BE PROPERLY VENTED. S 12° 50'30"E 135.00' 5 ROOF PLAN , SECTION RISER DIAGRAM - -- -- -- -15.SNTERIORIWALL COVERIHG SHALL BE INIACCORDANCE WITH SECTION R702 AND NOTE. � EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R703 6ELEVATIONS16.THIS PROJECT COMPLIES W/THE NEWYORK STATE 2020 RESIDENTIAL CODE 1.ALL DIMENSIONS AND WORK QUANTITIES SHALL BE VARIFIED IN THE FIELD BY THE CONTRACTOR, � I MECHANICAL SYSTEM COMPLIES CHAPTER 12 THROUGH 23, AND RECEIVED DISCREPANCIES SHALL BE \ o PLUMBING SYSTEM COMPLIES CHAPTER 24 THROUGH CHAPTER 33, 7 TABLE R301.7 b,c ui ELECTRICAL SYSTEM COMPLIES NFPA 70 NATIONAL ELECTRICAL CODE IMMEDIATELY REPORTED TO THE ARCHITECT. NOTES & DETAILS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS `\ `"' � I CARPENTRY: 2.MINOR DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY STRUCTURAL MEMBER ALLOWABLE \ ( o FOR PROPER CONSTRUCTION OF ANY PART OF THIS WORK DEFLECTION rn 1. ALL LUMBER SHALL BE D.F.#2 OR BETTER UNLESS OTHERWISE NOTED (U.O.N.) SHALL BE INCLUDED AS IF THEY WERE INDICATED ON PLANS. 8 ENERGY SEALING DETAILS RAFTERS HAVING SLOPES GREATER THAN 3:12 U180 'L ci SETBACK LIN 2. ALL LUMBER TO BE A MINIMUM OF 8"ABOVE FINISHED GRADE. (U WITH NO FINISHED CEILING ATTACHED TO E.O.N.) c- - - 3.NO WORK SHALL COMMENCE UNTIL PLANS ARE APPROVED RAFTERS \ 2. PROPOSED 3. SILLS TO BE FLASHED(TERMITE SHIELD)W/SILL SEAL.SILL TO BE A.C.Q.WOOD AND PERMIT SECURED FROM THE LOCAL DEPARTMENT OF 9BRACED INTERIOR WALLS AND PARITIONS H/180 \ ��\ 44 3 COVERED PORCH 2O.0' 2.2"x 6" U.O.N. BUILDINGS. WALL PLAN FLOORS 1.1360 O • I 4. ALL JOISTS HANGERS TO BE"TECO"OR EQUAL, FULL SIZE. 5. DOUBLE HEADERS AND TRIMMERS ABOUT ALL OPENINGS. (U.O.N.) CEILINGS WITH BRITTLE FINISHES(PLASTER b STUCC U360 \ � w I z 10BRACED ° WALL PLAN CEILINGS WITH FLEXIBLE FINISHES(GYP BOARD) U240 1�0 a 6. DOUBLE JOISTS UNDER PARALLEL PARTITIONS,POSTS,AND BATH TUBS.(U.O.N.) �� PROPOSED �, S 4L> ( w w ALL OTHER STRUCTURAL MEMBERS U240 TWO STORY FRAME DWELLING Q 1 cr 7. ALL BEAMS,GIRDERS,HEADERS,ETC. TO HAVE A MINIMUM OF 4"BEARING. EXTERIOR WALLS-WIND LOADS WITH PLASTER OR H/360 \ �� 10.a co w 11 NOTES & DETAILS STUCCO FINISH 9 [� 8. ALL WINDOWS TO BE IN CONFORMANCE W/ATTACHED ENERGY STATEMENT W/ a MODELS NUMBERS ON PLANS. EXTERIOR WALLS-WIND LOADS BRITTLE FINISHES WITH OTHER HI240 � �!,�� � �"- SEAL 130.0' it � 9. PROVIDE ATLEAST(1)WINDOW(OR DOOR)IN EACH HABITABLE SPACE FOR EMERGENCY EXTERIOR WALLS-WIND LOADS a WITH d \ F �\ 44.3' ��E D ARC ESCAPE.IN CONFORMANCE WITH 2O20 NEW YORK STATE BUILDING CODE 12 NOTES & DETAILS FLEXIBLE FINISHES H/120 ` a c PROPOSED i � K' T Fy SEC.R310 MIN OPENING OF 5.7 SO.FEET(5.0 SQ.FEET @ GRADE LEVEL WHEN GRADE a ti6•� .� REAR DECK TO SILL IS LESS THAN 44"OR LESS)W/MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH LINTELS SUPPORTING MASONRY VENEER WALLS U60o I Note:L=span length,H=span height. �� DOORS ZD•o' II o OF 20 (OPERATION W/O NEED FOR TOOLS)BOTTOM OF OPENING @ 44'MAXIMUM A.F.F. 1 3 NOTES & DETAILS P p �� i II Q � 10. EXTERIOR WINDOWS ARE TO BE DESIGNED IN ACCORDANCE WITH SECTION R609. A. FOR THE PURPOSE OF THE DETERMINING DEFECTION LIMITS HEREIN, �� I w ALL GLAZING SHALL COMPLY WITH SECTION R308. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE 11. STAIRWAYS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS R311.5 TO R311.5.7 14 NOTES & DETAILS COMPONENT AND CLADDING(ASD)LOADS OBTAINED FROM TABLE -------------------------- II I,LL 9 R301.2(2). �\ SETBACK LINE �I � F 0 F N�� 12. MOISTURE VAPOR BARRIER IS TO BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE B. FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TWICE THE LENGTH INSULATION IN ALL FRAMED WALLS,FLOORS,ROOF AND CEILINGS COMPRISING OF THE CANTILEVER. 1�\ I C) ELEMENTS OF THE BUILDING THERMAL ENVELOPE IN ACCORDANCE WITH SECTION N1102. C. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR O 13. ASPHALT SHINGLES ARE TO BE INSTALLED IN ACCORDANCE WITH SECTION R905.2. WALLS OF SUNROOM ADDITIONS OR PATIO COVERS,NOT SUPPORTING p \ II p EDGE OF GLASS OR SANDWICH PANELS,THE TOTAL LOAD DEFLECTION II e SHALL NOT EXCEED U60.FOR CONTINUOUS ALUMINUM STRUCTURAL II ti ELECTRICAL: MEMBERS SUPPORTING EDGE OF GLASS,THE TOTAL LOAD DEFLECTION \ V GEOGRAPHIC TA B L E DESIGN R E Q U I R M E N TS SHALL NOT EXCEED FOR EACH GLASS OR FOR THE 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO THE ENTIRE LENGTH Of THEHE MEMBER,WHICHEVERR IS MORERE STRINGENT. NFPA 70 NATIONAL ELECTRICAL CODE FOR SANDWICH PANELS USED IN ROOFS OR WALLS OF SUNROOM M ADDITIONS OR PATIO COVERS,THE TOTAL LOAD DEFLECTION SHALL 0 p 2020 NYS UNIFORM CODE NOT EXCEED U120. c i Y 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON COMPLETION D. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM BOARD OF WORK. THE PROJECT IS WITHIN A HURRICANE PRONE REGION ,CLIMATE ZONE 4A FINISH SHALL BE LIMITED TO AN ALLOWABLE DEFLECTION OF H1180. N 72° 50'30"W 60.00' a Cob _ 3. ELECTRICAL WIRING AND EQUIPMENT TO COMPLY W/CHAPTERS 34-43 E. REFER TO SECTION R703.8.2. N ao 0 AND LOCAL BUILDING ASPERDEPARTMENT. TABLE R301 .2(1 ) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 4. SMOKE DETECTION AS PER N.Y.S.CODE SECTION R314. n ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND HARD WIRED. q 5. EXHAUST FOR THE CLOTHES DRYER SHALL BE IN ACCORDANCE WITH SECTION M1502. WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD AIR MEAN FLOOD MINIMUM UNIFORM DISTRIBUTED LIVE LOADS n GROUND FREEZING ANNUAL 6. THE EXISTING ELECTRICAL SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF d TOPOG SPECIAL BORNE-BORNE DESIGN FROST LINE DESIGN UNDERLAYMENT HAZARD TEMP [REFER TO TABLER301.5 OF THE RESIDENTIAL CODE OF NEWYORK STATE] SNOW LOAD SPEED PROPOSED ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. RAPHIC WIND DEBRIS CATEGORY 'WEATHERING. TERMITE TEMP REQUIRED INDEX MPH EFFECTS k REGION DEPTH USE LIVE LOAD O Y FOUNDATIONS, CONCRETE AND MASONARY: 1 MILE 3 FEET INSERT FLOOD PLOT PLAN '- 20 PSF 130vult NO NO FROM THE COAST B SEVERE HEAVY 15° YES 599 51° UNINHABITABLE ATTICS WITHOUT STORAGE(b) 10 PSI O 1. ALL FOOTINGS TO BEAR UPON FIRM,VIRGIN,UNDISTURBED SOIL. BOF ZONE OR N/A r UNINHABITABLE ATTICS WITH LIMITED STORAGE(b,g) 20 psf 1"=20'-0' < Z 2. SOIL ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF(1)TON I SQ.FOOT. HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 psf Y o w 3. FOOTINGS TO REST A MIN 3'-G"BELOW GRADE. U.O.N.STEP FOOTINGS @ 1:2 RATIO EXTERIOR BALCONIES AND DECKS(e) 40 psf W _5 cy Z (1'RISE MAX) MANUAL J CRITERIA REQUIRED IN SUBMITTED CALCULATIONS FIRE ESCAPES 40 psf LOT AREA=12,665.5S.F. Cw7 OLL J W 4. WALLS TO BE POURED CONCRETE OF SIZE AND REINFORCEMENT SHOWN ON GUARDS AND HANDRAILS (d) 200 psf(h) PROPOSED FIRST FLOOR=1,385.4 S.F. ai LL o Oz PLANS. (U.O.N.) w cn ALTITUDE INDOOR DESIGN GUARD IN-FILL COMPONENTS(f) 50 psf( 3: ti WINTER SUMMER HEATING TEMPERATURE o w h) PROPOSED SECOND FLOOR=996.7 S.F. o y �a } 5. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL FIRST TIER OF ELEVATION LAT CORRECTION DESIGN TEMPERATURE PASSENGER VEHICLE GARAGES(a) 50 psf(a) FRAMING OR PROPER BRACING IS IN PLACE. HEATING COOLING FACTOR TEMP COOLING DIFFERENCE PROPOSED COVERED PORCH=512.7 S.F. u N Q , z m ROOMS OTHER THAN SLEEPING ROOMS 40 psf PROPOSED REAR DECK=200.0 S.F. 6. FOOTINGS TO BE OF POURED CONCRETE OF SIZE SHOWN ON PLANS. SLEEPING ROOMS 30 psf 7. ALL OPENINGS FOR GS FLUES,UTILITIES,ETC.TO BE FILLED SOLID WITH CONCRETE. 98 FT 400 N 15°F 85°F 1.00 68°F 75"F 53°F STAIRS 40 psf(C) LOT COVERAGE=2,098.1/12,665.5=.166=16.6% ALL GIRDERS WITH BEAM POCKETS ARE TO BE STEEL SHIMMED W/1/2"SPACE @ SIDES AND ENDS. U.O.N. COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT WET BULB DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY FOR SI:1 POUND PER SQUARE FOOT=0.0479 KPA,1 SQUARE INCH=645 MM2,1 POUND=4.45 N. 8. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH @ 28 DAYS OF DIFFERENCE HEATING COOLING 3,000 P.S.I.ALL EXTERIOR MATERIALS TO BE AIR-ENTRAINED. I I I I IA. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. 3,500 P.S.I.GARAGE SLAB/ EXPOSED SLAB ON GRADE/POUREE STEPS. 10°F 15 MPH 7.5 MPH 72°F MEDIUM(M) 45-55% 32 GR @ 50%RH B. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES,OR 0 V z M 9. CONCRETE SLABS TO REST UPON MINIMUM 6"OF FINE GRAVEL DR SAND WITH WHERE THERE ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED RECTANGLE 42 _Z J m p MINIMUM 6MIL.POLY.V.B.(@ OCCUPIED SPACE)AND WITH REQUIRED INSULATION. INCHES IN HEIGHT BY 24 INCHES IN WIDTH,OR GREATER,WITHIN THE PLANE OF THE TRUSSES.THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT J w _! O N CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. J 10.ALL SLABS ABUTTING FRAMING FLASHED AS DETAILED IN PLANS. C. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN LL[ Z IBC CLIMATIC A N D GEOGRAPHIC DESIGN CRITERIA 11. BRICK VENEER TO BE ANCHORED W/(11)WALL TIE EVERY 32"O.C.VERTICALLY AND D. AREA OF 4 SQUARE INCHES,WHICHEVER PRODUCES THE GREATER STRESSES. W A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. 0 EVERY 18"O.C.HORIZONTALLY W/FLASHED JOINT @ BRICK LEDGE OR RELIEVING ANGLE E. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. W p W/WEEP HOLES @ 4'-0"O.C.MAX TO DIRECT ANY CONDENSATION TO THE EXTERIOR. F. GUARD IN-FILL COMPONENTS(ALL THOSE EXCEPT THE HANDRAIL),BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY (� _1 WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD AIR MEAN APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT.THIS LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH 12.APPLY(1)COAT OF ASPHALTIC BASED DAMPROOFING TO EXTERIOR OF FOUNDATION GROUND FLOOD FREEZING ANNUAL ANY OTHER LIVE LOAD REQUIREMENT. z W- Z J I I FROM FOOTING TO 2"ABOVE FINISHED GRADE,UNLESS WET SITE CONDITIONS EXCEED a DESIGN DESIGN UNDERLAYMENT _ CODE LIMITS. SNOW LOAD SPEED RAPHIC SPECIAL BORNE-BORNE CATEGORY °WEATHERING FROST LINE TERMITE TEMP REQUIRED HAZARD INDEX TEMP G. UNINHABITABLE THERE ARE TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS C CAPABLE OF ACCOMMODATING AN ASSUMED RECTANGLE 42 C C5 0 MPH EFFECTS k REGION DEBRIS DEPTH INCHES IN HEIGHT BY 24 INCHES IN WIDTH,OR GREATER,WITHIN THE PLANE OF THE TRUSSES. W ~ 13.THE MASONARY CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION R1001. 1 MILE 3 FEET MODERATE SEE (0 w w B YES NO 599 51° THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS 0 0 PLUMBING MECHANICAL FUEL GAS A/C: 20 PSF 130vu1t NO NO FROM THE COAST SEVERE I- d' ' &FIRE ISLAND BOF TO HEAVY BELOW ARE MET: w � w Z N 1. PLUMBING TO COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE2020 I.M.0 0 Z -I = = UJ 0) 1. THE ATTIC AREA IS ACCESSED FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH BY 30 INCHES IN LENGTH THAT IS LOCATED ERE THE CLEAR O W WH Q V W I- N AND 2020 I.F.G.C.ALONG WITH THE LOCAL BUILDING DEPARTMENT. c WINTER DESIGN TEMP: HEIGHT IN THE ATTIC IS NOT LESS THAN 30 INCHES. Cl- a U m 2. SITE SANITARY SYSTEMS ARE TO COMPLY WITH S.C.D.H.S.REQUIREMENTS. 2. THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. 3. PLUMBING,MECHANICAL,FUEL GAS SYSTEMS SHALL COMPLY WITH THE RESIDENTIAL -INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH AN INDOOR TEMPERATURE OF NOT LESS THAN 68°F AT A POINT 3 FEET ABOVE THE FLOOR ON THE DESIGN HEATING DAY 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR TRUSS BOTTOM CHORD MEMBER DEPTH. DWG NO SECTIONS FOR PLUMBING CODE CHAPTER 25-33,MECHANICAL CODE(CHAPTER 12-23, THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF ( ) > -SYSTEM DESIGN SHALL BE BASED ON MAX 72°F HEATING,MINIMUM 75°F COOLING NOT LESS THAN 10 POUNDS PER SQUARE FOOT. AND FUEL GAS CODE(CHAPTER 24)OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE -DEGREE DAYS(NY LAGUARDIA)4811 ,WINTER DESIGN TEMP15°F, DRY BULB 89°F,WET BULB 75°(2020 IPC APPENDIX D) H. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A SAFETY FACTOR OF 4.THE SAFETY FACTOR SHALL BE APPLIED TO 4. ALL WASTE AND VENTS ABOVE FLOOR SHALL BE SCHEDULE 40 THICKNESS -AS PER NYSBC 2020 CHAPTER 16 SECTION 1609 AND ASCE 7 2016 WIND EXPOSURE CATEGORY AND SURFACE ROUGHNESS B EACH OF THE CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL,AND TO THE LOAD ON THE IN-FILL COMPONENTS.THESE LOADS SHALL BE 1 SV CAST IRON BELL(HUB)AND SPIGOT BELOW AND THROUGH CONCRETE. -USE C FOR BOTH SOUTH SHORE AND FIRE ISLAND DETERMINED INDEPENDENT OF ONE ANOTHER,AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. 5. THE EX.HEATING/A.C. SYSTEM SHALL 13E CAPABLE OF HANDLING THE IMPOSED LOADS OF PROPOSED ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. Ilu 14 .�� ——————————————————— ——————————————--—————————————————————————--——————————1\————————————————— — \——--— Cl M / ♦ M M / \ M oo - — in in I W Y// - — - - `\r W W r/ `\� W _ _ Z FM IL t o o o u, W® Q- , I EL 0- 1CL O I NI O OI w 1 w wI i 1 GRADE I GRADE 1 I- C1 GRADE GRADE I I a 1 1 I I I I I I I I I I I I I I I I I I 1 1 I I I I I I I I I I I I I I 1 1 I I I I , , I I LJ L,J LJ LJ LJ LJ LJ LJ LJ L� LJ I I LJ I I I I ------------------- I I I I I I I I PROPOSED FRONT ELEVATION PROPOSED RIGHT SIDE ELEVATION 1/8"=1'-D" i/$ v-on Z O 7 w SEAL ED ARCy N.K. t Fti i� Q7 "Zc j r� 9J. " C� o1c y0 F pF NEB ———--——--——--------—T——————--——————————————--————————————--————--—————---—Y——--—---————— -———————————---——————--——---—---———————----——————--——— T————-- / / co /'� \`♦ '/ ``♦ c`) w co w Y / / �/ ♦ M in /' \ in in / `. O Y Z ' N �\ t I /' --- N ♦ I Y O Z w l// ♦r W WI/ I W —1 1 I I z LLj 0 O W Q-� � J I 1 J JI I J LLU W11 111 1 Ffli I I I > cA I o o I p j (� > LO ti �- ' 1 � HE; Z m w i 0 i I t7 GRADE GRADE t o-I GRADE GRADE 1 p. III I I I I I I I I I I I I I I I I I I I I I 1 1 I 1 1 11 ,t 1 1 I I I I I I 1 1 I I I I I I I I I I I I 1 I I I II „n n,I11 LJ LJ LJ LJ I LJ LJ 1 LJ LJ LJ I LJ I t l „L.I L.I„ I I I I I I I I t,n n,l I I I I I Iluujl i N --------------------------------------------------------- cn .I W J o N W Z � w 0 PROPOSED REAR ELEVATION PROPOSED LEFT SIDE ELEVATION o 1/8"=1'-0" W z 0 -j d- U W W W O W c- 0 w M N w Z N O z J = 2 0 J Q W � CV � 0 m < oI ff. DWG NO 2 14 44'-4" 6'-6" 20'-0" 17'-10" 4"x 4"POST ANCHORED ON 14"0 x 36"FTG.BELOW GRADE AND 4"-6"ABOVE GRADE - -1---------i - 6-8" 2-2"X 10"GIRDER \ 2-2"X 10"GIRDER 2-2"X 10"GIRDER PROVIDE LSSU28 JOIST HANGER 00 @ RIDGE TO EACH ROOF RAFTER 6" 6 4' 6'4" 64" 6" 4'-6" TYPICAL @ NEW CONSTRUCTION 1 1/4"x 20 GAUGE GALV. C/) _ STRAP TYPICAL.20"LONG o o EACH ROOF RAFTER o CELLAR STEPS W/ (4)8d NAILS BILCO DOORS mo m o m o FREE EGRESS REQ'D EACH END N EA.ROOF RAFTER 2"X 10"PT LEDGER BOARD LAG BOLTED N Lo TO DWELLING W/1/2"LAG BOLTS @ 34"O.C. 17 AS PER TABLE 507.2 12 P--------- --- _ ---- -- ----___------------------------------------T--- ------ ---------- - ------- __----------------1 0 0 o 0 I 1 VARIES - ROOF RAFTERS 00 FTE S SEE PLAN I ( ) r 1/2 EXTERIOR GRADE PLYWOOD SHEATHING = 14 m 1 LATERAL BRACINGto -N� TOP&BOTTOM CD i #15 FELT of I SEE DETAILS A,B,C SHEET#12 I ASPHALT SHINGLES(AS SELECTED BY OWNER) In Z1 i 43'-0" 9 _I CEILING JOISTS(SEE PLAN) 00 BATT INSULATION(SEE PLAN) PROPOSED I 1 1 I N co UN—FINISHED BASEMENT r — — Cf -T-6" HEIGHT TO UNDERSIDE OF JOISTS 10'-0" I I x o -4"THICK POURED CONCRETE SLAB WITH 6"x 6"x X x o 1 ~ Err w 1.4 x 1.4 WWM REINFORCING OVER 6 MIL VAPOR �" u_ "' "- I I BARRIER OVER 6"R.C.A.COMPACTED BASE. 8-82' 8-82 I 1 FASCIA 1 1 1 % 1 I NEW 4"STEEL COL. NEW 4"STEEL COL. NEW 4"STEEL COL. NEW 4"STEEL OL I 1 \ I 1 1 I 3"CONTINUOUS SOFFIT VENT / m 1 W/30"x 30"x 15" W/24"x 24"x 12" W/30"x 30"x 15" W/24"x 24"x 2" 1 I CONC.FOOTING �-- -� CONC.FOOTING -- -� CONC.FOOTING -- CONC.FOOTIN SIMPSON STRONG-TIE H2 1 1 1 I NDER POST ABOVE I 1 t I UNDER POST ABOVE I I 1 . I " �1 1 n n � -�---n---n-�-�-� � --n ram-n-�•�� �-�-n-�- " I @ 16 oc(EACH SIDE) `� 1 -13/4 X 117/8 LVL�RDER 1 I 3-13/4 X 117/8 LVL GIRDER I �3=1314 11117/8 LVL GIRDER I 13-13/4 X 117/ LVL GIRDER I ;. IW i I \\ L____J i I L—_--J L__LL_J I IL-------J I C3 �; I I \\ I I I I I 1 :i; I M / � 1 1 c\1 / C� I ;.i 1 \ / I II--- --11 N I I N ch / O I I „ rr 1 r rr r-- ---�11- i .T x w C5 I i:. \5'-11 1 -10 9-10 '10 2 x c� o� I 1 N \\ I I I n� NEW GAS-FIRED I F T FJ 16"0 '1J' 110 DIRECT VENT BOIL R I I ' S o I ,' I w FLOO FRAMING UNDER ITRfiEN ABOVE i cn i i-- ---'i iLL PROVIDE 5/8"TYP "X" 1 cros i i uj 1 v~,n I1 FIRE BOARD OVER I I I �'---------� = SHALL B14RAMED AT 12/6.C. :x:5 I I cn \ I o1r-� ---�'O EQUIPMENT m N N 1 I Z m ` / 11 F-- ---I I p I .: I I o uj 03 m l . ; I o f x I wll 11 1 : 1 �c9� I I m — / \ cO I wIL JI 1 1 / o o w I I w cd o `\ o ff I o OIF=====_�1 F_ I' co N `i o a g o w i \ "' E5 t o p 11 DBL TRIMME o I ( ) / / I w b I X o I I ~ cn \\ -' t I I 11 I I VINYL SIDING R-3 RIGID INSULATION BOARD Co / ' ti I 1 / `cN O I N fif o 11 ELEC. 11 �+ o I TYVEK BUILDING WRAP I 1 IN 1 1 `r o I x o I I LSD II x o 1 1/2"EXTERIOR GRADE PLYWOOD SHEATHING I o 1 � I I C.M. 11 CV l.L I n 1 O 1 0, I :`. I / \ I 11 DET. I I 1 2"x 4 STUDS 16"oc / SEAL i / \ 1 11 11 1 31/2"BATT INSULATION R=15.0 —� W cs o 1 1 \\ I t l 11 I 1/2"GYSUM BOARD D ARC .. o o �� / \ I I I I I 1 I 1 -:✓ �5 N.K. Te _� I - . / LATERAL BRACING \ I 11 I I LATERAL BRACING i z m I I % TOP&BOTTOM \\ 1 I I I I TOP&BOTTOM 1 I `?' SIMPSON STRONG-TIE FTA @ 16"oc OR N _--__I-SEE DETAILS A_B, SHEET#12 \\ I I I I1 SEE DETAILS A,B,C SHEET#12 ' I I 1 1I4 x 20 GAUGE GALV.STRAPPING, I a o0'4 j x- -------------I_---------------------------------1L-------LL-------------------------- -- ------i i EXTENDED 12" BEARING FROM FLOOR 1 = K= FRAMING EACH DIRECTION EACH STUD I 1 , v r K° o - ---- ------ I 1 1 i .it -------- --------------------------- ---------------------------------------------------------------- - - Q t° a L T 2"X 10"PT LEDGER BOARD LAG BOLTED 2"X 10"PT LEDGER BOARD LAG BOLTED T TO DWELLING W/1/2"LAG BOLTS @ 34"O.C. TO DWELLING W/1/2"LAG BOLTS @ 34"O.C. I I % F 0 F N Eby i m I o AS PER TABLE 507.2 AS PER TABLE 507.2 r• Co _ � _ 2-2"x 4"TOP PLATE r N L 2"x 88 p thy„ K ILL 2< Ili co LL- Z__ �PT FJ 16"ocF �' dI N N N d 1 F-1 i-40 --------------------� ` ' _-_-_-_-T�i- 3-�"x 10"PT GIRDER - -i-_-_•_-_-_ �-3-2"x 10"PT GIRDER-% _•_-_ -_-T-� - 3-2"x 10"PT GIRDER - y- 3-2"x 10"PT GIRDER -/- it i f7p 6"x 6"POST ANC ORED ON 6"x 6"POS ANCHORED ON i j C',Ir- p 18"0 x 8'FTG.BE OW GRADE 18"0 x 8' G.BELOW GRADE I 1 co Y AND 4"-6"ABOVE GRADE AND 4"-6"ABOVE GRADE 1'b w I I co _ CELLAR ENTRANCE DETAIL I I 6„ 7r_72 r 7r_72 r 7r_7z r 7r_72 r 7r_72rr 7r_72rr 7r_7Zrr ; / I 1 � Err I o 10'-0" 44'-4" 3/4"SUB FLOOR GLUED AND NAILEDoc 1 I FLOOR JOISTS(SEE PLAN) 54'-4" BATT INSULATION(SEE PLAN) Y "SIMPSON"CMSTC16 COIL STRAP OR / i i O Y " 1 1/4"x 20 GAUGE GALV.STRAPPING, -- PROPOSED FIROT FLOOR PLAN L STRAP EACH STUD 12"MIN.BEARING O} w "_ " WRAP STRAP UNDER SILL @ EACH STUD 1 ---------------�� O Z w 1/4 -1-0 \z p GRADE ��\ 2"x 4"SILL i i ; -' cr Z } oo I ? Q O `\q�! 2"x 6"P.T.SILL j 0 U) _ \ Ell� ANCHOR BOLTS(REFER TO PLANS 1 ' III ti ~ \�� FOR SIZE AND SPACING) i I % o w N Q g° 4 8"P.CONCRETE WALL SILL SEALER i j `n Z m CONCRETE WALL TERMITE SHIELD — NEW ` Z I ilal p 1 i� • ••' • `' '•'• • W CONSTRUCTION �•�� � I . : .' c I II n N 1 PROVIDE POURED CONCRETE STAIR W/#5 REBAR& A --- ---- GRADE _______________ 5/8"A.B.@ 45"O.C.WITH J; I NOTES: TO BE REMOVED 3"X3"X 1/4"PLATE WASHER W.W.F.ON 4"GRAVEL BED ON CLEAN COMPACTED FILL �_ #5 REBAR(1/2"DIA) i=1 I I-1 I I=1 8"P.CONCRETE WALL ' 4"P.CONC.STAIR&PLATFORM MIN. I I—� r N THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELOW GRADE N 1. EXCAVATE FOR ALL FOOTINGS„FOUNDATION WALLS,AND SUCH OTHER , 2 x6 SILL PLATE ON 4"GRAVEL BED OVER CLEAN COMPACTED SUBGRADE 1 (EXCEPT SLAB AREAS)SHALL BE DAMPROOFED WITH AN ELASTIC (� z M WORK AS MAY BE NECESSARY TO THE DEPTHS AS SHOWN ON THE EXIST G STRUCTURE PLATFORM PITCHED MIN. PER FOOT TOWARDS COAL TAR BASE,SELF PRIMING BITUMINOUS PLASTIC CEMENT. Z — m O DRAWINGS.ALL TRENCHES FOR FOOTINGS,FOUNDATIONS, ETC.SHALL CONCRETE WALL FLOOR DRAIN.4"FLOOR DRAIN TO CONNECT TO DRYWELL 8"POURED CONCRETE W J O N HAVE LEVEL,SOLID AND UNDISTURBED BOTTOMS. q o a w Z LEGEND FOUNDATION WALL 1/2"EXPANSION JOINT U � 2. FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN SOIL AT M N p u 0 0 _ MINIMUM BEARING BEARING SOIL CAPACITY OF(1)ONE TON PER SQUARE + 16"x 8"DP.POURED CONCRETE FOOTING u a O " cn FOR HOLD-DOWN ANCHOR '; _ _ _ (n (� _1 FOOT WITH A MINIMUM OF 3'-Om COVER. c q 4 — _ _ _ _ INDICATES LOCATION OF SHEAR WALL HOLD-DOWN 5/8"X12"ATR ANCHOR MIN. —III—III—III—� W Z R 3. ALL CONCRETE SHALL BE 3,501)P.S.I. BY"SIMPSON"OR APPROVED EQUAL SEE SHEET#13 5.5"EMBEDMENT SET IN a b I—I I Z _4. WHERE THE WALLS ARE POURED TO GRADE,AND DAMPROOFED, THE (TO BE INSTALLED AS PER N.Y.S.CODE) ° ACRYLIC TIE ADHF�IVE(AT) a . , ❑ CONTRACTOR SHALL BACKFILL AGAINST THEM WITH CLEAN EARTH.CARE ❑ SHALL BE TAKEN TO BRACE AS REQUIRED TO PREVENT CAVE-INS.BACKFILL ALL FASTENERS SHALL BE INSTALLED WITH STRICT q (AS PER WFCM 2001 TABLE 3.2B) W ACCORDANCE W/MANUFACTURER SPECIFICATIONS " " #5 REBAR(1/2"DIA W W TO BE FREE OF WOOD,TRASH,ETC. ❑ ANCHOR BOLT @ 45 O.C.FOR 1-3 STORIES ) E- 0 0 ❑ '"ANCHOR BOLT @ 30"O.C.FOR 1-3 STORY r 0 EL w Z_ N 5. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS N 2 4' CONCRETE SLAB ON UNDISTURBED BASE w I- �_ , BELOW GRADE(EXCEPT SLAB AREAS)SHALL BE DAMPROOFED HOLDDOWN CONNECTION NOTE c" M 7" 5" RIM JOIST 1.MIN.7"EMBEDMENT INTO CONCRETE 7 W Z J WITH AN ELASTIC COAL TAR BASE,SELF PRIMING BITUMINOUS -HOLDDOWNS SHOWN ON FOUNDATION " Q W ¢I N PLASTIC CEMENT. PLAN ARE CONNECTING FOUNDATION w/3 SQUARE WASHERS AND END NUT SETUP a 0- v m ¢ TO FIRST FLOOR 1r-0n 3r-9n 2.ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR 6. ALL CONCRETE FOOTINGS TO BE PROVIDED WITH(2)#5 REINF. -HOLDDOWNS SHOWN ON FIRST FLOOR OR REPLACED BY HOLD DOWNS FOR SHEARWALLS DWG NO 7. ALL CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT( PLAN ARE CONNECTING FIRST FLOOR 3.1-ANCHOR BOLT IS TO BE LOCATED BETWEEN 6"MIN. PERCENT BY VOLUME)SHALL NOT BE LESS THAN 5 PERCENT OR MORE TO SECOND FLOOR DETAIL "All TO:12"MAX FROM ENDS OR CORNERS ANCHOR BOLT SPECIFICATION N.T.S. TYPICAL WALL SECTION 3 4.CONC.BLOCK TO BE FILLED SOLID @ANCHOR BOLTS. � THAN 7 PERCENT. *ANY ROOF PITCH 7:12 OR GREATER CONSTITUTES AN ADDITIONAL STORY 8. ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE SHALL BE A.C.Q.LUMBER. 3/4"=1'-0" 14 44'-4" 36"RAILING W/2"BALUSTERS @ 4"OC 20'-0" HAND AIL 44'-4" PROPOSED DECK o 7-10" DECKING AS SELECTED BY OWNER BILCO DOORS H ND AI 3'-7" 6'-8" 7'-7" 8'-8" 7'-10" 6'-2" 3'-1 0" 3'-6" 13'-0" 2 0" 244DH3 50 WINDOW 244 H30 0 WI DOW 3'-4" 3'-4" 4'-4" 4'-4" 3'-1" 3'-1" SAFETY LASS NEW 6'-0"x '-0"SLIDER SAF GLASS �- - - - - —�� - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — EGRESS - - - - - - - 244DH3 49 WINDOW 2.244DH 049 WINDOWS 244DH30 WINDOW ______ 2 2 x 10 HEADER N r2, x10"HEADE 2-2"x12"HEADER r___ _ - n � � I I 5"RIGID FOA 0 MS W/1.5"RIGID FOAM I 1.5 RIGID FOA o I 6'-2" i 6'-2" 5'-8" 5�_2�� o o z `7 I n n I -- x n ?�cn Z� I 3-2 x8 HEADER 3-2 x10 HEADER 3-2 x8 HEADER �• 'v ' n I ai 00 ON in 19'-2 i i x in v ® M H _ N ri io I 6'-0" 8'-0" 5'-6" ( co VET i PROPOSED PROPOSED CLO BATH 0 2868 PROPOSED LIVING ROOM N I 9'-0"CEILING HEIGHT I 5'-6"PLATE HT. 5'-6"PLATE HT. 5'-6"PLATE HT. La U3 LAUNDRY `" cn 4'-0" z o `r o 9'-0"CEILING HEIGHT o i , x --- -- ( x vNi a INSTALL FIBERGLASS I I o cn 9-3 I I 17-3' o cn 9-4 o N PAN FOR WASHER& w o w o _ O O L--- ------_-- '�O O w W I cn Q I I ELEC. ca p' I o DRYER. 2< x 6� z o - _ - - c.M. 068 SLIDER o -_- _ VENT DRYER TO EXTERIOR N N M M i I o f I "N - N CO AS PER M1502 ® MECH �� w L_ __ _________ _J PROPOSED ) --- ____ _ -I ---' w �--- - X --? �E•�.----•----- .J J M o ❑VENT o N " `° LOFT AREA N " n An S.D. O I I ch a a oc.M. cP C to ___ ri �1____ 8'-0"CEILING HEIGHTso�' DEr. ytt�► ?668 N PROPOSED o DET. D BLEJOISTS 3- 3/4"X 117/8"W/2-3 4"STEEL PLATES FLUSH HEADER --- p oy o W BEDROOM W ------- --------1------------ o 3' " 2868 BARN 3 x ----- W W a L4 X 8 PSL POST _ 3068 SLI ER o _ _ 8-0 CEILING HEIGHT oo ? _ `,' i� 068 � � DOWN TO COLUMN �; Z oo z M M Co � o - - - - - - — � - - - ?' M — - — — — — — — — — — — — — — — — — — — — — — — — — — — a, M M N ch S D 5068 SLIDER s.o. o o x x— BELOW ELE S.D. N PROPOSED � " M c") cs c'� p K � ELEC. ELEC. o o M LU CM N tOtC.M. C.M. C.M. BEDROOM ED j N c x cr to rl ch W ch 1Q[DET. DET. 1°�_1" DET. 0 to N �' N 5�_2�� N N 26 8 8'-0"CEILING HEIGHT Ny I LLJ o= 2068 .-ta cn I ® " �O 7_g — � o � � rn U) _ PROPOSED o U) g I P POSED r-- -- -- -- 00 o - -� `r ------ -------�00 co cn `P o PROPOSED ----- = N PROPOSED ----- - r-- j Zz e - KITCHEN �' DINING ROOM = BEDROOM i N - PROPOSED -11 p CD, _ °° , x I BATH LO N W BEDROOM i 14-2 o W ' ►-0 0 N o io 9'-0"CEILING HEIGHT 9-0 CEILING HEIGHT �, p �, o t o a� N N N 9'-0"CEILING HEIGHT I i 8'-O"CEILING HEIGHT i N Q a 0o IW ip W O o ~ x �' p W I MECH / 5'-6"PLATE HT. 5'-6"PLATE HT. iv N I N �- o W 0 0 s.D.ELEc S.D.o o VENT r•1 j x 7C�DE 0 C.M. . " � " > DET. DET. o I $-0 5'-6" cn N 0 I z (,) U) Wo t7 o I I > 0 14'-2" o CD ( 2?'R'GID HEADER 2-2"x 10"HEADER 2-2"x 8"HEADERt°o o FOAM W/1.5"RIGID FOAM W/1.5"RIGID FOAM n n 2-13/4"x 11 /8"LVL HEADER 2-2"x 12"HEADER • - ' 2 x H DER i 2668 �, 3 �, nm o FOAM W/1.5"RIGID OAM W/1.5"RIGID FOAM I 244DH3049 WINDOW 2-244DH 049 WINDOWS 244DH3049 WINDOW I SEAL % L - - - - —� - - - - - - - - - - - - - - EGRESS- - - - - - — — — — — — — — — — -EGRESS- - - - - - - - QED AR 2-244DH3036 WINDOWS 244DH2450 WIN 244FX4650 WIN 244DH2450 WIN 2-244DH3050 WINDOWS 5�� N K. T Cy/ EGRESS 3'-1" 3'-1" 4'-4" 4'-4" Fy PROPOSED x _' IN COVERED PORCH q M q 3'-1 0" 6'-2" 7'-10" 8'-8" 7'-10" 6'-2" 3'-1 0" `o 12'-0" 9'-4ix 6._02" 11-102x 14'-0„ 6., co c�� n x n n n n n n � _ r 3- X 12 PT HEADER 3-2 X 12 PT HEADER 3-2 X 12 PT HEADER 3-2 X 12 PT HEADER 44'-4" ------------- --------------- --------- -------------------- ------------------------® FOFNE�1 6"X 6"POST DOWN TO GIRDER a a 6"X 6"POST DOWN TO GIRDER W/'DECO COLUMN ENCLOSURE o o W/DECO COLUMN ENCLOSURE z z x x 7'-0" PROPOSED SECOND FLOOR PLAN CO 1/4"=f-0" CO Y U 00 w 00 = 44'-4" SECOND FLOOR = 996.7 S.F. °° " M (O 54'-4" PROPOSED FIRST FLOOR PLAN Y 1/4"=1'-0" O FIRST FLOOR = 1,385.4 S.F. Z >-Q � J z w O —1 LLF SMOKE&CARBON MONOXIDE DETECTORS: Q 0 NEW CONSTRUCTION O PROVIDE SMOKE DETECTORS INSTALLED AS PER SEC.R314 ti ------------- PROVIDE CARBON MONOXIDE DETECTORS INSTALLED �o z LO r m TO BE REMOVED AS PER IFC 915 AND THE 2020 NEW YORK STATE UNIFORM CODE ALL DETECTORS TO BE HARDWIRED &INTERCONNECTED EXISTG STRUCTURE EGRESS: PROVIDE ATLEAST(1)WINDOW(OR DOOR)IN EACH HABITABLE SPACE FOR EMERGENCY LEGEND ESCAPE.IN CONFORMANCE WITH 2O20 NEW YORK STATE UNIFORM CODE SEC.R310 MIN OPENING OF 5.7 SQ.FEET(5.0 SQ.FEET @ GRADE LEVEL WHEN GRADE (ji N TO SILL IS LESS THAN 44"OR LESS)W/MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH U z M OF 20"(OPERATION W/O NEED FOR TOOLS)BOTTOM OF OPENING @ 44"MAXIMUM A.F.F. z —j m O INDICATES LOCATION OF SHEAR WALL HOLD-DOWN _I W --J o N ® BY"SIMPSON"OR APPROVED EQUAL SEE SHEET#13 W U a (TO BE INSTALLED AS PER N.Y.S.CODE) W ALL FASTENERS SHALL BE INSTALLED WITH STRICT - ACCORDANCE W MANUFACTURER SPECIFICATIONS (n ALL WINDOWS SHALL BE ANDERSEN 200 SERIES UTACTOR=.29 SHGC=.22 - HOLDDOWN CONNECTION NOTE W W r- w z w II -HOLDDOWNS SHOWN ON FOUNDATION Q =INDICATES EMERGENCY ESCAPE&RESCUE OPENING AS PER R310.1.1 z (� Q PLAN ARE CONNECTING FOUNDATION WINDOW&DOOR DESIGN PRESSURE TO BE GREATER THEN 30 PSF 0 �' U TO FIRST FLOOR W SKYLITE DESIGN PRESSURE TO BE GREATER THEN 50 PSF AS PER TABLE R301.2(2) -HOLDDOWNS SHOWN ON FIRST FLOOR W w PLAN ARE CONNECTING FIRST FLOOR THIS WINDOW MUST BE TEMPERED SAFETY GLASS W U 0 TO SECOND FLOOR 0 AS PER SECTION R308 OF NYS BC U ¢ H z N 1.PROVIDE ATLEAST(1)WINDOW(OR DOOR)IN EACH HABITABLE SPACE FOR EMERGENCY 'J O z J = _ w O ESCAPE.IN CONFORMANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE Q w W Q CV ¢ F- o 14 SEC.R310 MIN OPENING OF 5.7 SQ.FEET(5.0 SQ.FEET @ GRADE LEVEL WHEN GRADE TO SILL IS LESS THAN 44"OR LESS)W/MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH DWG NO OF 20"(OPERATION W/O NEED FOR TOOLS)BOTTOM OF OPENING @ 44"MAXIMUM A.F.F. 2.ALL WINDOWS MUST BE ANDERSEN-400 SERIES 4 3.ALL WINDOWS MUST HAVE A U-VALUE OF.35 OR LESS. 14 2-13/4"x 117/8" LVL RIDGE NEW 2"x 10"RR 16"oc o * 11 HOT ROOF" * 1/2"PLYWOOD SHEATHING #15 FELT R-30 INSULATION ASPHALT SHINGLES — .- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - +- - - - - - - - - - - - - - - - - - -- - NEW 2"x10"RR16"oc NO VENTING i I I I I I 1/2"PLYWOOD SHEATHING 2"x 10" I I I I 2"x 10" I #15 FELT NEW 2"x 10"CEILING JOISTS @ 16"OC RR 16"oc RR 16"oc 1'-0' ASPHALT SHINGLES �2 —2-2"x 4"TOP PLATE NEW 2"x 10"CEILING JOISTS @ 16"OC 3f3 12"OVERHANG Cn of cc R-30 INSULATION w l I w w l I w w l w 3 CONTINUOUS SOFFIT VENT ' 2"X 10" cw9 u~ i~i ii F_co U_ , 2"X 10" ' I — 0co C3 RR 16"oc I i; i o � I RR 16"oc tD 11 0 o o I o o 1L, o ,',� o` � o co ,',� NEW 2"x 4"STUDS 16"oc - s x o j x �� 3/4"SUB FLOOR GLUED AND NAILED f8 c2 J iv J J N C J w �'G iv J 1/2"CDX PLYWOOD SHEATHING m I l I m o '� m l I m o "- m ( y! �� I m o '' R-15 INSULATION W -15 INSULATION W/ VAPOR BARRIER N o l �� Jv I a N o f to N o f !F� ,Q�� I a N I 1/2 GYPSUM B RD. R-3 RIGID INSULATION BOARD o �. � o = o 0 NEW 2"x 12"FLOOR JOISTS @ 16"OC ' , ' 1/2 YPSUM BOARD. PROPOSED PROPOSED SIDING AS SELECTED BY OWNER - *Jr I I I s _ ti _ I NEW 2 x 10 RR 16 oc ___ _ _ _ LOFT AREA � CLO BEDROOM " " " r 2 2"X 12"HEADER 1 2 2"X 12"HEADER 2 2"X 12"HEADER 3"CONTINUOUS SOFFIT VENT OVERHANG 1/2"PLYWOOD SHEATHING #15 FELT * rr 11 * I I 2-2"x 4"TOP PLATE 12 ASPHALT SHINGLES HOT ROOF I I I — 14 NEW 2"x 8"CEILING JOISTS @ 16"OC R-30 INSULATION NEW 2"x 4"STUDS 16"oc bd i I NO VENTING I I I 1/2"CDX PLYWOOD SHEATHING HEADER AS PER PLAN - _ 2-13/4"x 117/8" LVL RIDGE 2-1 3/4"x 117/8' LVL RID VAPOR BARRIER HEADER AS PER SIDING AS SELECTED BY OWNER I I '`, R-3 RIGID INSULATION BOARD R-15 INS T[ON W/ PLAN W/JOIST HANGERS i R-15 INSULATION W/ 2 GYP UM BOARD.1/ " I 1 1/2'GYPSUM BOARD. I I I I I I I-4-DOWN 0 COLUMN 4"x 4"POST W/ 3/4"SUB FLOOR GLUED AND NAILED I I BELOW DECO COLUMN AS PROPOSED 1 I PROPOSED SELECTED BY OWNER II I I I I NEW 2"x12"FLOOR JOISTS @16"oc LIVING ROOM DINING ROOM COVERED 2-2"X 12"HEADER 36"RAILING i PORCH I I I ( I 2-2"X 12"HEADER 2-2"X 12"HEADER I W/2"BALUSTERS @ 4"O.C. 2"x 6"DECKING t------�z---i F-----------------1 F----N2� 1 2"x6"DECKING I 1 2"X 8"FLOOR JOISTS @ 16"O.C. ���� 2"X 8"FLOOR JOISTS @ 16"O.C. ii " "of USQ4 �� 4 !� W (2)2 x 10 HEADER w w u. caww u caww L w caL" � �,�• * DU_ 9 I qm o U_ � (2)2"x 10"HEADER o1Po � o �, w o 0 o -0 0- 0 W, „ ic) o o ✓ o R-11 DRAPPED INSULATION 0 n oo � 00 n ooI RR 16 oc w w I w I I I APPLIED TO FOUNDATION WALL / / Z RR 16 oc w 3-13 4"X 117 8"LVL GIRDER m N c1\4 2"x 10" ca N o N 2"x 10" x O X o 0 0 0 -" ,o N 4"x 4"POST ANCHORED ON `� o f N I o o f 'o o f "' t o 4"x 4"POST ANCHORED ON I I I N I I i 14"QJ x 36"FTG.BELOW GRADE R-11 DRAPPED INSULATION " "FIG.BELOW AND 4"-6"ABOVE GRADE UN-FINISHED BASEMENT ENT APPLIED TO FOUNDATION WALL AND 4"-6"ABOVE GRADE GRADE ' RR 16"oc ' ' RR 16"oc ' I -T-6" HEIGHT TO UNDERSIDE OF JOISTS 2"X 10" I I I I 2"x 10" I NEW 8"CONC.FOUNDATION WALL 4" n n NEW 4"STEEL COL. NEW 8"CONC.FOUNDATION WALL I I I I I I I 4 THICK POURED CONCRETE SLAB WITH 6 x 6 x W/30"x 30"x 15" SEAL — — — — NEW 4"CONC SLAB 1.4 x L4 WWM REINFORCING OVER 6 MIL VAPOR CONC.FOOTING *- - - - - - - - -'- - - - - - - - - -- - - - - - - - - -- - - '- - - - - - - - - -'- - - - - - - - -* — J BARRIER OVER6"R.C.A.COMPACTEDBASE. UNDERPOSTABOVE NEW4"CONCSLAB �ED AR NEW 8"x 16"CONC.FOOTING NEW 8"x 16"CONC.FOOTING N.K. o � A"CP o r_ ROOF h 4 ROUGH ROOF A 4"G VENT THROUGH ROOF j lF 0 F I I 1 I I I NEW PLUMBING FIXTURES I 1 I I 1 I I I 1 I I I 1 4"STACK I 1 I 1 01/1 I I I PROPOSED SECOND FLOOR PLAN 2" 2" I I ' I r------7----------r----4 I I 00 1/4'-1'-0" i 1 1/2" 1 1/2" 1 1/2' I i i M w W.C. LAV I I i 00 2 I I 1 0o U SHOWER 2" 1 1 I 1 I I I ch Table P3201.7 2ND FLOOR 1 I I CO SIZE OF TRAPS FOR PLUMBING FIXTURES C.O. PLUMBING FIXTURE TRAP SIZE Y (MIN. IN.) NEW FIXTURES NEW FIXTURES 1 0 BATHTUB (with or without 1 0 shower head and/or 1 1/2 4"STACK 4"STACK 4"STACK 1 0 whirl ool attachments I 2"0 ENT Q Z ------ Bidet 1 1/4 ___-- 0 Y Ci W 2"0 VENT r 1--- -------� 2n 2„ W _3 W Z r---------—I------ j 1 I j r------T --I ----T--------- -- Clothes with standpipe 2 1 1 W 0 _j LLi 1 i 1 1/2" i i 1 1 1/2" i 1 1/2" 1 1/2" i 1 1/2" LL Q 0 Dishwasher(on separate trap) 1 1/2 1 0 Z) C) DW NEWKITCHEN IJTILffYSINK Lq2' W.C. I W.C. LAV LAV W _ U) Floor drain 2 i (D � ti NEW WASHER SHOWER , O W N Q Kitchen sink(one or two 2" 2" 1 2" 2' F.A.I. Z o0 traps, with or without 1ST FLOOR dishwasher and food waste 1 1/2 2' disposer) C.O. Laundry tub 2 2 2" one or more compartments) 1 1/2 C.O. C.O. TO APPROVED SANITARY 1 1/4 SYSTEM. Lavatory C.O. -STower (base on the totai N flow rate through (D O showerheads and bod s ra s) 4 C.I.House Trap In Z _j Z MO y p y Pit W/Stl Cover J m Flow rate: J W J O NN W Z 5.7gpm. and less 1 1/2 more than 5.7gpm up to 12.3gpm 2 more than 12.3gpm up to 25.8gpm 3 / W Z 0 more than 25.8gpm up to 55.6gpm 4 Q 0 � � O BASEMENT W W Q9 Z 0 a d- Sec.P3103.1-Roof Extensions WATER SUPPLY&DISTRIBUTION NOTE: DRAIN,WASTE&VENT NOTE: W Cn Open vent pipes that extend through a roof shall be terminated not less than 6 inches above the anticipated W W snow accumulation,whichever is greater.Where a roof is to be used for an assembly,as a promenade, 1 FROM THE EXISTING WATEROSERMCE.BE TAKEN MATERIALS FOR DRAIN,WASTE R VENT SHALL Q w observation deck or sunbathing deck or for simple purposes,open vent pipes shall terminate not less than COMPLY WITH TABLE F COMBINATION DRAIN,WASTE b � � � Z TABLE P3111.3 SIZE OF COMBINATION WASTE& U W uj Z N 2.WATER DISTRIBUTION PIPING&FITTING SHALL VENT PIPE. w O Z J = _ ' 7'-0"above the roof. -' w COMPLY WITH R.C.O.N.Y.S.TABLE P2904.5 WATER 0 Of J Q C) W Q N Sec.P3103.2-Frost Closure DISTRIBUTION,FOR MATERIALS&TABLE P2904.6 Where 95%value for outside design temperature is 0 degrees F or less,vent extension through a roof or PIPE FITTINGS,FOR MATERIALS. o_ 0 m ¢ E- ❑ wall shall be no less than 3 inches in diameter.Any icrease in the size of the vent shall be made not DWG NO less than 1 foot inside the thermal envelope of the building. RISER DIAGRAM 5 14 RIDGE HT. RIDGE HT. A„ E1N ASPHAL S _ L SIDI G CTED BY OWN ELI" R CEILING HT. CEILING HT. WINDOW T. W D_OWHT_._ — ---- --- --- 2D3 9 2ID3 9 2 DD34 344D3 9 2 2 4 1 24D3 9 24D349 0 0 aD 00 dp m Fo — 12 - --- ----- -- --- - - - -- - 12 P _ 41 -=SHMGtES------- F.F.HT. -- -- N CEILING HT_ CEILING HT. NEW SIE ING SEL T D BY W 4ER WINDOW HT. W YDOW HT._ N N 3 O H 3 5 0 I 30 1 D 30 M D 2� D 3 0 2 D 3 50 Nis 4 QH _ WIDW WIDW S G S' FSS ! A ! 1 _ _ IDO 0 0 on o) 0 00 zo a HAN Al 36"RAILING W 2"BALUSTERS @ 4"OC DR NEW SID N S ECTE OW E F.F HT @ LEV.13' F.F HT ELEV.13' GRADEELEV.11.0' GRADE @ LEV.11.0' I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I 1 I I I I I I 1 I I I I 1 I I I I I 1 I I I I 1 I I I I I I I I I I I I t I I I I I I I I 1 I I 1 I 1 I I I I I 1 I I I 1 I I I I I I I I I I I I 1 I 1 1 I I I I I I I I I I I t I I I I I I I I I I I I I 1 I I I I I I I I I I I I 1 1 I L _J LT_ L-- __J L-- J L-- L _J L " " 1 ^ „ -i! v ''N NEW 8"CONC.FOUNDATION WALL 4 x 4 POST ANCHORED ON I 4 x 4 POST ANCHORED ON 4"x 4"POST ANCHORED ON I l ' 4"x 4"POST ANCHORED ON I 1 " 14"0 x 36"FTG.BELOW GRADE 1 14"0 x 36"FTG.BELOW GRADE ^ 14"0 x 36"FTG.BELOW GRADE 1 1` 14"0 x 36"FTG.BELOW GRADE 1 1 4 x 4 POST ANCHORED ON NEW 8 CONC.FOUNDATION WALL 1 14"0 x 36"FTG,BELOW GRADE AND 4"-6"ABOVE GRADE i AND 4"-6"ABOVE GRADE AND 4"-6"ABOVE GRADE i AND 4"-6"ABOVE GRADE i AND 4"-6"ABOVE GRADE t I -------------------------------------------------------- ' ------ - ----- — — - ----- ---- — ---------------------------------------------- --------------------------------------------J L--------------------- L------------------------------------------------------ ----J cn----- -------------------------- L----------- --------------------------------- -==- --- ---B. FOOTING z O T T Ln WATER @ ELEV.1.1' N N WATER @ ELEV.L1' w ------------ ------------- ELEV.O_0' -____-- --__—_-- -____-- ELEV.0.0'- SEAL PROPOSED FRONT ELEVATION PROPOSED RIGHT SIDE ELEVATION E° ARc,y 1/4 1 0 �N.K. TF�, 1/4"=1'-0" RIDGE HT. -- ---------------- RIDGE HT. _ -------------- q J ^ o� c JO HINGIF pF NEB En IINGL N SI ING CEILING HT._ / SEL D BY)IANER ----' CEILING HT. DOW HT. --- ----- WINDOW CO r O 2 D3 9 24D3 9 2 D349 24D3 .9 N 12 COY 1 D W 0 W D 00 0 00 o aoLLM U co r io °° co to io �t 12 12 N -- -- F.F.HT._ — 4 bHINUL 14 'v CEILING HT. NEWS DIG NEW SIE ING O ELEC E BYO N R SEL D BY ER Q Z � W DOW HT._ 24 D 3 0 E E IEI BYO ER 24�1D 3 0 24 D 3 0 WINDOW T.____ W p W W I W - (� —1 V o _ u_ Q O 0) Q WOE 0U) co �36"FAI ING BAL S @ 4"OC 36" LIN W 2"B L TER @ "OC 36"RAILING W/2"BALUSTERS @ 4"OC o Z Lo � `� Eh LOH N RAIL m F.F HT ELEV.13' CELLAR STEPS / Fk F 3' ___ _.FHT@ LEV.1 -- -- -- BILCO DOORS _ FREE EGRESS F EQ'D GRADE @ ELEV.11.0' GRADEELEV.11.0' Cy I 1 I Ir------i1 I I 1 I I I I I I I I I I I 1 I 1 I I I I I I t 1 V V Z M I I I 11 11 I I I I I I I I I I I I t 1 I ' 1 I I I I I I j j z J m N I I 1 11 11 I I I I I 1 I I I I I I I I 1 I J W J O N I I 1 I 11 I I I I I 1 I I I I 1 1 I I I I I I I I I I I I z 1 I 1 W ���IIL�I 'i --J L-- -J L-- i L-- --J ' ^ L J L__1 1 I " " " " I " " NEW 8 CONC.FOUNDATION WALL " " i L__ -'N W 0 I 1 1 t 11 I I 4 x 4 POST ANCHORED ON 4 x 4 POST ANCHORED ON I 4 x 4 POST ANCHORED ON 4 x 4 POST ANCHORED ON I 4 x 4 POST ANCHORED ON 14"0 x 36"FTG.BELOW GRADE 14"0 x 36"FTG.BELOW GRADE 1 14"0 x 36"FTG.BELOW GRADE 14"(d x 36"FTG.BELOW GRADE I 14"0 x 36"FTG.BELOW GRADE 14"x 4"POST ANCHORED ON p AND 4"-6"ABOVE GRADE AND 4"-6"ABOVE GRADE ' ^ " " I 14 0 x 36 FTG.BELOW GRADE w (� i AND 4� ABOVE GRADE AND 4-& ABOVE GRADE 1 AND 4"-6"ABOVE GRADE ^ �AND 4"$"ABOVE GRADE W W �" NEW 8"CONC.FOUNDATION WALL I I NEW 8 CONC.FOUNDATION WALL 1 z W 1 1 ' --------------- ------------ ' - ---------------------------------- L-1 ------ --- --_-- - --- - - - - - -- -------------- - ----------------1 Z Q -------------------------------------------------------------- � __ F-OTING NW 8"x FOOTING _ --NW "x-- CON-FO -ING----- -- ---- --- - - ----- NW ------------------ 8"x-6"CONC.FOOTING W W W r- wO = 2 ------------- WATER @ ELEV_1.1'- - p w w v w I V N WATER @ ELEV.L1' N 1-z J N '= N ELEV_0.0'_ v m ¢ F— of ---- ------- ELEV.0.0 DWG NO PROPOSED REAR ELEVATION PROPOSED LEFT SIDE ELEVATION 14 ICE SHIELD: 2 LAYERS OF UNDERLAYMENTS CEMENTED TOGETHER OR SELF-ADHERING POLYMER I MODIFIED BITUMEN SHEET. I ROOF SHINGLES I 1"AIR SPACE #15 FELT PAPER ROOF SHINGLE. 1 1/4"x 20 GAUGE GALV. 1"x 2"BLOCKING. 1/2"CDX PLYWOOD PLYWOOD SHEATHING. STRAP(TYP.)WITH(6)8dCOMMON NAILS IN EACH END OF STRAP. #15 FELT PAPER •' i 1 1/4"x 20 GAUGE GALV. STRAP(TYP.)WITH(6)8d COMMON NAILS IN EACH END OF STRAP. 24"MIN. I SIMPSON H 2.5A CLIP ALL FASTENERS SHALL BE INSTALLED WITH STRICT ACCORDANCE W/MANUFACTURER SPECIFICATIONS RIDGE BEAM. CATHEDRAL CLG. PRE-CRIMPED PRE-CRIMPED ALL FASTENERS SHALL BE INSTALLED WITH STRICT NOTE:HURRICANE CLIPS TO BE END. END. ACCORDANCE W/MANUFACTURER SPECIFICATIONS 1 1/4"x 20 GAUGE GALV. ALL FASTENERS SHALL BE INSTALLED WITH STRICT ADDED TO ROOF RAFTER WHEN STRAP(TYP.)WITH(4)8d ACCORDANCE W/MANUFACTURER SPECIFICATIONS CATHEDRAL CEILINGS CONDITION ALL FASTENERS SHALL BE INSTALLED WITH STRICT VALLEY FLASHING COMMON NAILS IN EACH EXISTS END OF STRAP. ACCORDANCE W/MANUFACTURER SPECIFICATIONS LSSU "SKEWABLE"CONNECTOR DETAIL "A" DETAIL "B" BY SIMPSON OR APPROVED EQUAL. DETAIL "C" DETAIL "D" ICE SHIELD&UPLIFT CONNECTION N.T.S. VALLEY FLASHING N.T.S. RIDGE STRAP&VENT N.T.S. HURRICANE CLIP N.T.S. R.905.1.2 R.802.3 R.802.3.1 R.802.3.1 R.802.3.1 R.802.5.1(9) R.802.5.1(9) L 14 MAX. L 0-0 5/8"TYPE"X"GYPSUM BOARD 2'4"MAX CAN'T 5/8"TYPE"X"GYPSUM BOARD 1'4' 3" NOTE: 3/4"SUB FLOOR GLUED AND SCREWED NOTE: 2"X 4" FRAMED WALL. (TYPICAL) STRAP DOWN WALL STUD WRAPPED INSULATION SHALL FILL FLOOR CAVITY TO UNDERSIDE OF FLOOR JOISTS& SOLID BLOCKING @ EXTERIOR TIGHT TO SUB-FLOOR. M � O BACK DOWN WALL STUD PARTITION. R-15 MINERAL FIBER INSULATION _ BETWEEN HEATED& NON-HEATED THOUGH BOLTS V-4" SPACES. HEADER wly I 11 1/2"INSULATION STEEL PLATE FIBER STRONG RIM BOARD BY MANUFACTURER @ END OF JOISTS. 1 114"x 20 GAUGE GALV. TUFF-R-BOARD INSULATION. GARAGE HABITABLE SPACE ALL FASTENERS SHALL BE INSTALLED WITH STRICT 1 1/4"x 20 GAUGE GALV. STRAP(TYP.)WITH(6)8d VINYL SOFFIT ACCORDANCE W/MANUFACTURER SPECIFICATIONS STRAP(TYP.)WITH(8)8d COMMON NAILS IN EACH AS PER PLAN COMMON NAILS IN EACH END OF STRAP.UP AND END OF STRAP. OVER FL JOISTS&DOWN WALL STUD AS PER PLAN DETAIL "Ell DETAIL 'IF " z&& DETAIL "G" DETAIL "H" Z CANTILEVER UP-LIFT CONNECTION DETAIL N.T.S. CANTILEVER FRAMING DETAIL 1/2"=V-0" FIRE SEPARATION GARAGE WALL HEADER W/STEEL PLATE DETAIL @ N.T.S. 1/2"=1'-0" > SEE TJI DETAILS ON SHEET#17 SEE TA DETAILS ON SHEET#17 1 HOUR RATED UL Design No.U333 SEAL SHEATHING NOTE SIDING ALL STAIRS,HANDRAILS& \����N K. RAILINGS SHALL COMPLY FLASHING —� c� c� CONTINUOS VENT U W/RCNYS SEC.R-311 &R-312 -( 112" HARDWOOD OR STEEL HANDRAIL cP 1 1/4"AIR SPACE Z o ' 4 BACK-FLASHING U W/1 1/2"MIN.FINGER CLR.AND NOT q c O 1/2"MIN. BLANKET INSULATION 5o p TO PROJECT MORE THAN 4.5" �� 0 F 3/4"AIR SPACE — im 0 FROM THE WALL. 0 ROOF RAFTER w fir w 3/4"0 LAG BOLTS TOP = 00 BOTTOM @ 24"O.C.MAINTAIN 2"EDGE @ END DISTANCES. 9„ WOOD STRINGER, M TREADS,&RISERS 00 C, M W PRE-MOLDED li U EXPANSION JOINT. 00 w 1 1/4"NOSING C U II cM DETAIL "V" "MINIMUM WIDTH OF STAIRS TO BE T-O" CD ROOF VENTILATION N.T.S. DETAIL "K" STAIR AND RAILING DETAIL N.T.S. Y O Y O w >- Qz 12 PORCH COL. TO HDR. @ PORCH/RAFTER/GIRDER W _ z Q 5 R.R./C.J. TO DWELLING ROOF CONNECTION CONNECTION DETAIL 0 o _j Lj W 2 x 10' FLOOR JOISTS u_ Q O —11 TECO'S OW U) _ 2"x6"R.R.@ 16"O.C. on 2"x6"R.R.@ 16"O.C. HEADER AS PER O 3: � } 3-10d COMMON PLAN Lo Z pQp 1/2°LAG.BOLT SI SON @ 24"O.C. ST PPING @ 16" 2"x6"CJ.@ 16"O.C. FILLER TRIP 6-8d COMMON SIMPSON IDE 2-2"x10"HEADER — 6"x 6"P.T.SOLID WOOD POST 1/2°LAG.BOLT DECORATIVE MOLDING PC64 POST CAP BY COV. @ 24"O.C. SIMPSON STRONG TIE PORCH TECO'S C7 V z M Z ,J m O ABU46 POST BASE 518" W U N ANCHOR BOLT w Z 2"x6"DECKING DECORATIVE MOLDING --SIMPSON w O SEE DECK LATERAL ATTACHMENT 4"x 4"POST ANCHORED IN O 2'x6"DECKING „ STRAPPING ® 16" DETAIL ON SHEET#12 2"x 6"FLOOR JTS 16"O.C. 8"x 36 fTG.BELOW GRADE - @ AIID 4"-6"ABOVE GRADE Yz"0 LAG SIMPSON 1 W w Z w t 6-8d COMMON BOLTS @ 16" EA. - 6.8d COMMON HGR. ® 1 fi a •• <I 1/2°LAG.BOLT Idol AB POST BASE BY SIMPSON w w FILLER STRIP 3-10d COMMONW W W @ 24"O.C. d Q w ' TECO'S V O Z J = = N DETAIL ����� o � w Q 0 W N GRADE 5/8"ANCHOR BOLT , DETAIL N w @ 4'O.C.(TWO STORY HOUSE) PORCH COLS TO HDR. PORCH DETAIL POST CONNECTION DETAIL NTS a 11 m a F— of .� � FLJ TO DWELLING CONNECTOR POST W/CONC. CONNECTION PORCHII2AFTERIGIRDERCONNECTIONDETAIL N.T.S. DWG NO DETAIL "M" 7 PORCH CONNECTION DETAILS N.T.S. 14-1 THE 2020 NEW YORIK STATE ENERGY CONSERVATION CODE INSTALL 1"RIGID INSULATION CUT TO FIT BETWEEN THE RAFTERS. FOAM SEAL BOTH SIDES ALONG , CONTINUOUS BEAD ENERGY CODE COMPLIANCE FOR EXISTING BUILDINGS MANDATORY REQUIREMENTS RAFTER WITH EXPANDING FOAM SEALANT. OF CONTINUOUS U MAINTAIN EQUAL VENT SPACE �' VENTED AIRSPACE FOR LENGTH OF RIGID INSULATION ,�' _- CONTINUOUS BEAD CHAPTER 5 REVIEW OF ENERGY CODE FOR EXISTING BUILDINGS. SEC. R401.3: CERTIFICATE -SEE CERTIFICATE ATTACHED TO BE POSTED AS CONSUMPTION - NOT APPLICABLE. --- OF SEALANT SEC.C501.1: SCOPE - ALTERATION COMPLIES WITH PROVISIONS OF SECTION PER CODE. SEC. R403.11: PORTABLE SPAS - NO PORTABLE SPAS ATTIC INSULATION = C501. SEC. R402.4: AIR LEAKAGE -COMPLIES. SEC. R404.1: LIGHTING EQUIPMENT- MINIMUM 90% OF LIGHTING TO BE HIGH CONTINUOUS MINIMAL SEC.C501.4: COMPLIANCE - COMPLIES SEC. R402.5: MAXIMUM FENESTRATION U-FACTOR AND SHGC - EFFICACY LAMPS. CEILING GYPSUM BOARD EXPANDING FOAM AT SEC.C501.5: REPLACEMENT MATERIALS - MATERIALS PERMITTED FOR NEW MAXIMUM FENESTRATION U-FACTOR 0.48 VERT. FENESTRATION) SEC. R404.1.1: FUEL GAS LIGHTING SHALL NOT HAVE CONTINUOUSLY INSTALL 1"RIGID - ____ ____ - AS AIR BARRIER WINDOW PERIMETER INSULATION VERTICALLY TO �' \��CONTINUOUS BEAD CONSTRUCTION MAXIMUM FENESTRATION U-FACTOR, 0.75 (SKYLIGHTS) BURNING PILOT LIGHTS - OF SEALANT TO BE USED. SGHC U-FACTOR 0.50 NO FUEL GAS LIGHTING EQUIPMENT. TO NNECT TIBAFFLE ' TO RIGID INSULATION BAFFLE ,'� CONTINUOUS BEAD SEC. R403.1: HVAC CONTROLS - COMPLIES , , OF SEALANT SEC.C502: ADDITIONS - APPLICABLE. SEC. R403.1.2: HEAT PUMP SUPPLEMENTARY HEAT - COMPLIES. FOAM SEAL BOTH JOINTS SEC C502.1: GENERAL - COMPLIES SEC. R403.3.2: DUCT SEALING - N/A CONTINUOUS MINIMAL SEC C502.2.1: VERTICAL FENESTRATION - COMPLIES SEC. R403.3.3: DUCT TESTING - N/A ------ EXPANDING FOAM AT WINDOW UNIT AS WINDOW PERIMETER AIR BARRIER SEC.C502.2.2: SKY LIGHT AREA - NOT APPLICABLE. SEC. R403.3.5: BUILDING CAVITIES AS DUCTS AND PLENUMS - NO BUILDING CONTINUOUS BEAD OF SEALANT SEC.C502.2.3: BUILDING MECHANICAL SYSTEMS - COMPLIES WITH SEC C403. FRAMING CAVITIES TO CONTINUOUS MINIMAL SEC.C502.2.4: SERVICE WATER-HEATING SYSTEMS - COMPLIES WITH SEC BE USED AS DUCTS OR PLENUMS. EXPANDING FOAM AT C404. SEC. R403.4: MECHANICAL SYSTEM PIPING INSULATION - R :3 MINIMUM - 11/2"RIGID INSULATION WINDOW PERIMETER SEC.C502.2.6: LIGHTING POWER AND SYSTEMS - COMPLIES WITH SEC C405. INSULATION AROUND PIPING. CONTINUOUS BEAD SEC.C502.2.6.1: INTERIOR LIGHTING POWER - COMPLIES WITH SEC C405.3.2. SEC. R403.5.1: HEATED WATER CIRCULATION Et TEMPERATURE OF SEALANT SEC.C502.2.6.2: EXTERIOR LIGHTING POWER - COMPLIES WITH SEC C405.4.2. MAINTENANCE SYSTEMS - EXTERIOR INSULATED WALL WINDOW UNIT AS CONTINUOUS BEAD AUTOMATIC CONTROLS TEMPERATURE SENSORS AND PUMPS AIR BARRIER OF ADHESIVE SEC.C503: ALTERATIONS- APPLICABLE. TO BE ACCESSIBLE. MANUAL CONTROLS TO BE READILY ACCESSIBLE. CONTINUOUS MINIMAL CONTINUOUS BEAD SEC.C503.1: GENERAL- NEW CONSTRUCTION COMPLIES. SEC. R403.6: MECHANICAL VENTILATION - COMPLIES. EXPANDING FOAM AT IEOF SEALANT SEC.C503.2: CHANGE IN SPACE CONDITIONING - NOT APPLICABLE SEC. R403.7: EQUIPMENT SIZING It EFFICIENCY RATING - NEW EQUIPMENT WINDOW PERIMETER SEC.C503.3: BUILDING ENVELOPE - COMPLIES WITH SECTIONS C402.1 SHALL HAVE AN CONTINUOUS BEAD THROUGH 3 102ROOF REPLACEMENTS COMPLIES. REQUIRED gy EFFICIENCY RATING EQUAL OR GREATER THAN THE MINIMUM DETAIL "A" OF SEALANT SEC.C503.3.2: VERTICAL FENESTRATION - COMPLIES. FEDERAL LAW FOR THIS LOCATION. Ae!n& CONTINUOUS BEAD SEC.C503.3.3: SKY LIGHT AREA - NOT APPLICABLE. SEC. R403.8: SYSTEMS SERVING MULTIPLE DWELLING UNITS - N/A. OF ADHESIVE 1" EXT. INSULATION SHEATING AS N.T.S CONTINUOUS BEAD SEC.C503.4: HEATING AND COOLING SYSTEMS - COMPLIES. SEC. R403.9: SNOW MELT AND ICE SYSTEM CONTROLS - NO SNOW MELT OF SEALANT OF SFJaLANT BEAD SEC.C503.4.1: ECONOMIZERS - NOT APPLICABLE. AND ICE SYSTEMS PROVIDED. ATTIC EAVE BAFFLE AND VENT O SEC.C503.5: SERVICE HOT WATER SYSTEMS - COMPLIES. SEC. R403.10: POOLS Et INGROUND PERMANENT SPA ENERGY CONTINUOUS SILL SEALER SEC.C503.6: LIGHTING SYSTEMS - COMPLIES. -FULL WIDTH OF MUDSILL TABLE R402.4.1 .1 AIR BARRIER AND INSULATION INSTALLATION ,\, AIRBARRIONWALLAS �, // // AIR BARRIER \ �� �� FOF NUOUS BEAD CONCRETE SLAB AS LANT j��j���' AIR BARRIER COMPONENT AIR BARRIER CRITERIA COMPONENT AIR BARRIER CRITERIA VENTED AIRSPACE // a INSULATION INSTALLATION CRITERIA INSULATION INSTALLATION CRITERIA �, i ATTIC INSULATION j A continuous air barrier shall be installed in Air-permeable insulation shall not be used as Batts in narrow cavities shall be cut to fit,or the building envelope. a searing material. narrow cavities shall be filled by insulation Narrow cavities INSTALL 1"RIGID ROUGH CUT General requirements , The exterior thermal envelope contains a that on installation readily conforms to the AROUND VENTILATION CHUTE , r--- - ---- ---- - I continuous air barrier. available cavity space. -AIR SEAL PERIMETER WITH Breaks or joints in the air barrier shall be ' I EXPANDING FOAM SEALANT sealed. , I Air sealing shag be provided between the AIR SEALING D ETA I L "B"e and conditioned spaces. . The air barrier in any dropped ceiling/soffit The insulation in any dropped ceiling/soffitGarage separation g - - shall be aligned with the insulation and any shall be aligned with the air barrier. CONTINUOUS BEAD OF SEALANT gaps in the air barrier shall be sealed. Recessed light fixtures installed in the building Recessed right fixtures installed in the building N.T.S. Ceiling/attic Recessed lighting thermal envelope shall be sealed to the thermal envelope shall be air tight and IC Access openings,drop down stairs or knee drywall. rated. 1 1/2"RIGID INSULATION wall doors to unconditioned attic spaces shall be sealed. Batt insulation shall be cut neatly to fit EXTERIOR INSULATED WALL The junction of the foundation and sift plate Cavities within comers and headers of frame around wiring and plumbing in exterior walls, readily ti ll t i t th on installation reay ti l insuaon a shall be sealed. walls shall be insulated by completely filling Plumbing and wiring or EXTERIOR INSULATED WALL The junction of the top plate and the top of the cavity with a material having a thermal conforms to available space shall extend exteriorwalls shall be sealed. resistance of R-3 per inch minimum. behind piping and wiring. Walls Knee walls shall be sealed. Exterior thermal envelope insulation for framed The air barrier installed at exterior walls Exterior walls adjacent to showers and tubs » » RIGID INSULATION SHEATHING walls shall be installed in substantial contact Showerftub on exterior wall adjacent to showers and tubs shaft separate shall be insulated. ts, DETAIL C "R-VALUE/THICKNESS PER CLIMATE and continuous alignment with the air barrier. them from the showers and tubs. (TAPE ALL JOINTS) 1" RIGID INSULATION AS ATTIC EAVE N.T.S The space between window/doorjambsand The air barrier shall be installed behind BAFFLE CUT AROUND MANUFACTURED VENT PORCH RAFTER z framing,and skylights and framing shall be Electrical/hone box on exterior walls electrical or communication boxes or Windows.skylights and doors P 0 sealed. air-sealed boxes shall be installed. WAC register boots that penetrate building w Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. thermal envelope shall be sealed to the of to HVAC register boots subfloor or drywall. 2X LEDGER ON TOP OF RIGID INSULATION The air barrier shall be installed at any Floor framing cavity insulation shall be SEAL exposed edge of insulation. installed to maintain permanent contact with When required to be sealed,concealed fire the underside of subfloor decking,or floor sprinklers shall only be sealed in a manner ����D AR e framing cavity insulation shall be permitted that is recommended b ATTIC INSULATION c° N.}( T� /J Floors(including above garage and y the manufacturer. to be in contact with the top side of Concealed sprinklers cantilevered floors) P Caulking or other adhesive sealants shall not sheathing,or continuous insulation installed on be used to fill voids between fire sprinkler q the underside of floor framing and extends cover plates and wafts or ceilings. WOOD TRUSS FRAMING from the bottom to the top of all perimeter floor framing members. SHEATH INTERIOR OF ATTIC ACCESS TO cP +1"OF INSULATION LEVEL �` ) Exposed earth in an unvented crawl space Where provided instead of floor insulation, Duct shafts,utility penetrations,and flue j q� C o o �O Crawl space walls shall be covered with a Class I vapor retarder insulation shall be permanently attached to Shafts,penetrations shafts opening to exterior or unconditioned 1"RIGID INSULATION F 0 F N E� with overlapping joints taped. the crawlspace walls. space shall be sealed. ~. . r ACCESS PANEL DWACCESS PANEL TABLE R402.1.2 WITH PERIMETERCREWSG INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT FINISHED CEILING TRIM ASREQUIRDED GLAZED WOOD FRAME BASEMENT SLAB d CRAWLSPACEc CLIMATE FENESTRATION SKYLIGHT b FENESTRATION CEILING WALL MASS WALL FLOOR WALL R-VALUE WALL ;'-' � �" .�.. DETAIL "D" -$ DETAIL "E" 00 W ZONE U FACTOR b U FACTOR SHGC b,e R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE &DEPTH R-VALUE °"- M W h - v AIR SEALING AT ATTIC HATCH H FINISH SCREWS N.T.S AIR SEALING AT PORCH ROOF AT 1" N.T.S 00 U 4 0.32 0.55 0.40 49 20OR13+5 8/13 19 10113 10.2FT 10113 '"�..,, 4 -F. M RIGID INSULATION SHEATING h - CV) 5 0.30 0.55 NR 49 20 OR 13+5 13117 30g 15/19 10.2 FT 15119 I I 20+5h I I 6 OPTION 1 0.30 0.55 NR 49 OR h 15120 309 15/19 10.4 FT 15/19 I I 13+10 6 OPTION 2 0.28 0.55 NR 60 23 CAVITY 19/21 309 15/19 10.4 FT 15119 { I I Y O Y NR=Not Required. t_ O For SI:1 foot=304.8 mm. + W ^. --�--- PREFAB -� ATTIC INSULATION Q Z . FIREPLACE UNIT SITE BUILTATTIC ENCLOSURE-MECHANICALLY SECURED C) UJ z A. R-VALUES ARE MINIMUMS.U FACTORS AND SHGC ARE MAXIMUMS.WHERE INSULATION IS INSTALLED IN A CAVITY THAT IS LESS THAN THE LABEL OR DESIGN THICKNESS OF THE INSULATION,THE INSTALLED R VALUE OF THE INSULATION SHALL BE NOT LESS THAN THE R-VALUE SPECIFIED IN THE TABLE. RIGID INSULATION"R VALUEIDEPTH PER CLIMATE" W 0 � La B. THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS.THE SHGC COLUMN APPLIES TO ALL GLAZED FENESTRATION. C. "10/13"MEANS R-10 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT � INSULATED EXTERIOR O U) z: WALL."l5/19"MEANS R-15 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-19 CAVITY INSULATION AT THE INTERIOR OF THE STUD WALL BASEMENT WALL.ALTERNATIVELY,COMPLIANCE WITH"15119"SHALL BE R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT WALL PLUS R-5 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME. W � m D. R-5 INSULATION SHALL BE PROVIDED UNDER THE FULL SLAB AREA OF A HEATED SLAB IN ADDITION TO THE REQUIRED SLAB EDGE INSULATION R-VALUE FOR SLABS. µ INSTALL INTERIOR Z SHEATING PRIOR TO AS INDICATED IN THE TABLE.THE SLAB EDGE INSULATION FOR HEATED SLABS SHALL NOT BE REQUIRED TO EXTEND BELOW THE SLAB. "' INTALLATION OF PREFAB MECHANICAL LATCH TO E. RESERVED. FIREPLACE UNIT ATTIC FLOOR FRAMING PRESSURE SEAL AT F. RESERVED. G. ALTERNATIVELY,INSULATION SUFFICIENT TO FILL THE FRAMING CAVITY AND PROVIDING NOT LESS THAN AN R-VALUE OF R-19. WEATHERSTRIPPING H. THE FIRST VALUE IS CAVITY INSULATION,THE SECOND VALUE IS CONTINUOUS INSULATION.THEREFORE,AS AN EXAMPLE,"13+5"MEANS R-13 CAVITY INSULATION PLUS R-5 CONTINUOUS INSULATION. AIR SEALED WALL I. MASS WALLS SHALL BE IN ACCORDANCE WITH SECTION R402.2.5.THE SECOND R-VALUE APPLIES WHERE MORE THAN HALF OF THE INSULATION IS ON THE O INTERIOR OF THE MASS WALL. N.T.S. COMPRESSIBLE WEATHERSTRIPPING (� U OZ (N MANUFACTURED RECESSED LIGHT ENCLOSURE CONTINUOUS BEAD OF SEALANT 0 AT PERIMETER OF ENCLOSURE Z J m N _I W _J 0 N TABLE R402.1.4 a ATTIC INSULATION O DOWN MANUFACTURED PULL LLI Z EQUIVALENT U_FACTORS► STAIR C ATTIC TRUSS '**` -WOOD FRAME FLOOR ASSEMBLY O O CLIMATE FENESTRATION SKYLIGHT CEILING FRAME WALL MASS WALL FLOOR BASEMENT CRAWLSPACE ZONE U-FACTOR U-FACTOR U-FACTOR U-FACTOR U-FACTOR U U -FACTOR WALL WALL W z ' b -FACTOR U-FACTOR W � z N 4 0.32 0.55 0.026 0.060 0.098 0.047 0.059 0.065 - - `a 7) �!5 0.30 0.55 0.026 0.060 0.D82 0.033 0.050 0.055 - DETAIL HW W W s 0.30 0.55 0.026 0.045 0.060 0.033 0.050 0.055 = = AIR SEALING AT ATTIC PULL DOWN ATTIC STAIR N.T.S 0 Cr- F A. NONFENESTRATION U-FACTORS SHALL BE OBTAINED FROM MEASUREMENT,CALCULATION OR AN APPROVED SOURCE. F�CPNADING SEALANT AT PEIMETER a. U i- N z CV B. MASS WALLS SHALL BE IN ACCORDANCE WITH SECTION R402.2.5.WHEREMORE THAN HALF THE INSULATION IS ON THE DRYWALL CEILING w 0 Z J = = r INTERIOR,THE MASS WALL UTACTORS SHALL NOT EXCEED 0.087 IN CLIMATE ZONE 4 EXCEPT MARINE,0.065 IN CLIMATE RECESSED LIGHTING FIXTURE ZONE 5 AND MARINE 4,AND 0.057 IN CLIMATE ZONE 6. IL0. m Q F- oI 4 C. IN WARM-HUMID LOCATIONS AS DEFINED BY FIGURE R301.1 AND TABLE R301.1,THE BASEMENT WALL U-FACTOR SHALL CONTINUOUS BEAD OF SEALANT NOT EXCEED 0.360. DVVG NO DETAIL "F" DETAIL "G" 8 AIR SEALING AT RECESSED LIGHTING IN ATTIC N.T.S AIR SEALING AT PLATFORM FOR N.T.S MANUFACTURED FIREPLACE ASSEMBLY 14 FIGURE R602.10.7 END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING J -1 CONTINUOUSLY SHEATHED CONTINUOUSLY SHEATHED _ BRACED WALL LINE BRACED WALL LINE ri END CONDITION#5 END CONDITION#5 END CONDITION#2 1111E Ell[:] iJ m 5'-0" 3'-0" 17'-0" 8'-0" 51-4" 6'_0" 1 m RETURN HOLD-DOWN PANEL BRACED WALL PANEL AT DEVICE BRACED WALL PANEL AT END OF BRACED WALL LINE END OF BRACED WALL LINE 1 1 ------ -------------------- __ BWL A—_—_—_ y --;;---------- —_—__L END CONDITION 1 END CONDITION 2 ------------I I I I I i CONTINUOUSLY SHEATHED _ qo7ounNUOUSLYSHI ATHED0 BRACED WALL LINE ACED WALL LINE lv� I I D I I I I I 1 I 1 t � I E1 , El FRI1:1E Ll Ll s I a� L------------- RETURN PANEL 48"MINIMUM BRACED WALL PANEL 10'MAX FIRST BRACED If AT END OF BRACED WALL LINE WALL PANEL z - END CONDITION 3 *SEE REQUIREMENTS END CONDITION 4 1 REQUIREMENTS CONTINUOUSLY SHEATHED 1 BRACED WALL LINE RETURN PANEL:24"FOR BRACED WALL LINES SHEATHED WITH cn WOOD STRUCTURAL PANELS 32"FOR BRACED WALL z 1 LINES SHEATHED WITH STRUCTURAL FIBERBOARD co DISTANCE D:24"FOR BRACED WALL LINES SHEATHED WITH WOOD STRUCTURAL PANELS 32"FOR'BRACED WALL LINES SHEATHED WITH STRUCTURAL FIBERBOARD SEAL HOLD-DOWN:800 Ibs CAPACITY FASTENED TO THE EDGE OF THE ��RE 0 I RCy DEVICE BRACED WALL PANEL CLOSEST TO THE CORNER AND �5 �� N.K• TF i� TO THE FOUNDATION OR FLOOR FRAMING BELOW HOLD-DOWN 00 DEVICE FIRST BRACED -= 00 END CONDITION 5 -PANEL l FOR SI:1 INCH=25.4MM,1 FOOT=304.8 MM,1 POUND=4.48 N C F -- ® I I _ ------ BWLB w -0 ------ ------ ---- --------- ------ BWLB --- 3' " ACED WALL SEE X-O BRACED WALI,SEE 2'-0" RACED LL SEE 4 co"BRACED WALL S E 3'-0"BRACED WA EE c Y DETAI SHEET#8,9, 0&11 DETAILS SHEET#8,910&11 DETAI SHEET# ,9,10&11 D AILS SHEET#8,9,1 &11 DETAI SHEET#8, 0&11 00 111 co x 3'-0" 3'- 2'-0" 9'-10" 4'-0" 8'-B" 3'-0" 1 3'-0" 7'-2" 8" 1 FIGURE R602.10.2.2 v 1 LOCATION OF BRACED WALL PANELS m I I N FOR SI:1 FOOT=304.8 MM J J Im I m Y O Y O ow END CONDITION#2 END CONDITION#5 END CONDITION#5 END CONDITION#5 END CONDITION#2 10,MAX 20'MAX 10'MAX Q Z �j � J W z Z w O J a L BWL3 _-- --BWL2 _-- - BWL1 J J = Q O J J m >J (D 5 0 _ 0 w N Q A'_ T11 w LoZ r- m Cl ® ® 1 1 1 co i I O 1 i I Z_ !, N 1 1 I U z M � W _I o N J N 1 W w FIRST FLOOR BRACING PLAN 1 � � o BRACING METHOD : CS-WSP ( SEE SHEETS #8, 9 & 10) �4"s 1`0" '—`--` --'- '�---_m w It z w z C9 Q) = 1ST FLOOR NOTE:CONTINUOUS SHEATHING 2°'MAX 2°'MAX w w(n c\- METHODS REQUIRE ALL FRAMED W W PORTIONS OF THE BRACED W H 0 WALL LINE TO BE SHEATHED. f- cC BRACED WALL LENGTH = 11.5 W a N z N ADJUSTMENT FACTOR = .00 ❑ 0 Z J = = w 0')ow 0.. v Ill I— < O w ADJUSTED BRACED WALL LENGTH = 11.5 MINIMUM BRACED WALL LENGTH = 24" DWG NO AS PER TABLE R602.10.5 9 14 P PROVIDE PFH METHOD PORTAL FRAME PROVIDE PFH METHOD PORTAL FRAME PROVIDE PFH METHOD PORTAL FRAME SEE PORTAL DETAIL SEE PORTAL DETAIL SEE PORTAL DETAIL LOCATED ON SHEET#9 LOCATED ON SHEET#9 LOCATED ON SHEET#9 .�I NI MI �I lnI COI I�I ODI ml ml ml mI m1 ml ml ml 1 1 1 1 1 1 1 1 I 6'-0" 7'-9" 9'-O" 7'-9" 6'-0" II 3'-11" PR RIDE PFH METHOD PORTAL AME I PROVIDE PFH METHOD PORTAL FRAME I LOVIDE PFH METHOD PORT, FRAME �1- - - � 9RTAL DETAIL- - - - - - - - - - - _ _ 1-SEEPORTAI._DETAII- - - -- - - - - - - - - - - JE-EORTALDEIAIL- — - - - -h LO - - SHEET#9 , , LOCATED ON SHEET#9 , CATED -SHEET#9 -- , --- , ---------- •--- BWLA ----- ------ ------------ ------ --------------- ------ -- - --� I— BWLA 1 ------ --------------------- ------------- I I II , I I I I ——————————— 1 I _ I I I I I I I I I I I I I I ---- ———————————--- - - - - - - - - - — — — - - - - - - - - - - - - -f — — — — — — — FIGURE R602.10.6.2 I I I I I METHOD PFH — PORTAL FRAME WITH HOLD—DOWNSco Z EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES 0 BRACED WALL PANELS AID o 1 ® I I I SEAL I EXTENT OF HEADER WITH SINGLE PORTAL FRAME RE D A RCy K' (ONE BRACED WALL PANEL) I I I I 2'-18'FINISHED WIDTH OF OPENING ii I FOR SINGLE OR DOUBLE PORTAL l l i o o _ _ o TENSION STRAP PER -- o _-_ o0 0_0_ 0 TABLE 602.10.6.4 4 F NEW PONY WALL 1 I I (ON OPPOSITES DE FASTEN KING STUD of OF SHEATHING) TO HEADER 1 1 HEI HT 01 c I I I WITH 6 16D SINKERS BWL BI --- ----------- ---------------- B_WL B o-o o _ MIN.3"x 11�"NET HEADER STEEL HEADER PROHIBITED OVIDE PFH METHOD POR FRAME I PROVIDE PFH METHOD PORTAL FRAMEt OVIDE PFH METHOD POR FRAME OLSL o _ o o IF 2"SPACER IS USED,PLACE ON BACK-SIDE OF HEADER i KATED PORTAL DETAIL ' ' SEE PORTAL DETAIL ' E PORTAL DETAIL ' ' I0 o__o__o_ 1 0 0 o _o ON SHEET#9 l I LOCATED ON SHEET#9 I CATED ON SHEET#9 I I IOI 1 I °I I °�° �01 I FASTEN SHEATHING TO HEADER WITH 8D 01 I ch Y oIol I COMMON OR GALVANIZED BOX NAILS IN 3"GRID I IF NEEDED,PANEL 01 I I; U 3'-11 l 6-0' I 7-9 I 9-0 I 7-9 I 6-0 I 3=11" I p 0 01 i PATTERN AS SHOWN i SPLICE EDGES SHALL °11 i FASTEN TOP PLATE co �l N M `rl `nl col ti ao 01 I I °I I TO HEADER WITH , OCCUR OVER AND BE -', JI -''1 -''1 -'1 -i/ JI -', °I°j j°I°I I °� I WO ROWS OF m) m I it m I m I mI m I m I Q 01 Ioioi HEADER TO JACK-STUD STRAP PER TABLE NAILED TO COMMON o 01 I 3 °I°I I°1°I R602.10.6.4 ON BOTH SIDES OF OPENING I I BLOCKING WITHIN THE Io1 I 161D SINKER NAILS a C5 °I°I �0101 00 01 OPPOSITE SIDE OF SHEATHING j I MIDDLE 24"OF THE 101 100 AT 3"O.C.TYP. of I I C00 o s o101 loos I i PORTAL LEG-HEIGHT. 0101 I 1 loioi i i ONE ROW OF 3"O.C. of PROVIDE PFH METHOD PORTAL FRAME PROVIDE PFH METHOD PORTAL FRAME PROVIDE PFH METHOD PORTAL FRAME °i i i°i°� MIN.DOUBLE 2"x 4" FRAMING COVERED WITH MIN. i I NAILING IS REQUIRED °�______ SEE PORTAL DETAIL SEE PORTAL DETAIL SEE PORTAL DETAIL ��, 0101 _I-1 3/8"THICK WOOD STRUCTURAL PANEL SHEATHING WITH j IN EACH PANEL EDGE. 0101-_ LOCATED ON SHEET#9 LOCATED ON SHEET#9 LOCATED ON SHEET#9 I I III 8D COMMON OR GALVANIZED BOX NAILS AT 3"ALL FRAMING(STUDS,BLOCKING,RND SILLS)TYP. (KING AND JACK STUD) MIN.3/8"WOOD O.C.IN I I MIN.DOUBLE 2 X 4 POST I01 I O0 1 1 III 1 1 1 1 I o t NUMBER OF JACK STUDS STRUCTURAL w O M P MIN.LENGTH OF PANEL PER TABLE R602.10.5 PER TABLE R602.7(1)&(2) TYPICAL PORTAL (PANEL SHEATHING Q Z 3: FRAME CONSTRUCTION 0 J 6 w w O MIN. 2 !"DIAMETER ANCHOR BOLTS INSTALLED 0 Q O � Oz O p = PER SECTION R403.1.6 WITH 2"x 2"x 16"PLATE WASHER w >m rn Lo 0 0 1 0 0 ` o_ o of o w fVLo Q # MIN.REINFORCING OF FOUNDATION,ONE#4 BAR TOP o Z m k SEE DETAIL HD-1 SHEET#10 1 AND BOTTOM OF FOOTING.LAP BARS 15"MIN. O I � � MIN.1000 LB.HOLD-DOWN DEVICE(IMBEDDED INTO ` - - - - - -- - - - - - - -- - - - -- - - -- - - - - CONCRETE AND NAILED - O O O O O O 5: CO O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o INTO FRAMING). o 0 0 MIN.FOOTING SIZE UNDER OPENING IS 12"X 12".A TURNED- DOWN SLAB SHALL BE PERMITTED AT DOOR OPENINGS. 0 () z cM z J m N U a MIN.(1)8"DIAMETER ANCHOR BOLT INSTALLED PER J W a O N SECTION 403.1.E-WITH 2"x 2"x is"PLATE WASHER j z SECOND FLOOR BRACED WALL PLAN FRONT ELEVATION SECTION � w BRACING METHOD : CS-WSP ( SEE SHEETS #8, 9 & 10) 1/4"=1'-0" w ztn V UI 2ND FLOOR w W W w w I- 0 Q W ct BRACED WALL LENGTH = 6.0 U 0 z N ADJUSTMENT FACTOR = 1.00 O z J = 2 ' Q ovc LLJ IW-I N n. U � p �' ADJUSTED BRACED WALL LENGTH = 6.0 a- m Q MINIMUM BRACED WALL LENGTH = 24" DWG NO AS PER TABLE R602.10.5 1 14_ 2020 RESIDENTIAL CODE OF NEW YORK STATE TABLE R602.3(1) FASTENING SCHEDULE 2020 RESIDENTIAL CODE OF NEW YORK STATE NUMBER AND TYPE DESCRIPTION OF NUMBER AND TYPE SPACING AND TABLE R602.10.3(1) ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,b,c SPACING AND LOCATION ITEM BUILDING ELEMENTS OF FASTENER a,b,c LOCATION BRACING REQUIREMENTS BASED ON WIND SPEED EXPOSURE CATEGORY B MINIMUM TOTAL LENGTH (FEET) OF BRACED WALL PANELS ROOF FLOOR 30- FOOT MEAN ROOF HIEGHT 10- FOOT WALL HIEGHT REQUIRED ALONG EACH BRACED WALL LINE 4-8d box(2112"x 0.113")or 4 8d box(21/2"x o.113); or 2 BRACED WALL LINES 1 Blocking between ceiling joists iDr rafters to top 3-8d common(21/2"x 0.131"):or Toe nail 21 Joist to sill,top plate or girder 3-8d common(21/2"x 0.131") ;or Toe nail late 3-1 Od box(3"x 0.128");or ULTIMATE DESIGN BRACED WALL LINE METHODS P 3-10d box(3"x 0.128"):or METHODS 3 3"x 0.131"nails 3-3"x 0.131"nails WIND SPEED STORY LOCATION SPACING b DWB, WSP SFB, (MPH) (FEET) METHOD LIB METHOD GB PBS, PCP, 'HPS, CS-WSP,CS-G, BV-WSP, ABW, PFH, CS-PF 4-8d box(2112"x 0.113")or 8d box(21/2"x 0.113") 4"o.c.toe nail PFG CS-SFB c 2 Ceiling joists to top plate 3-8d common(21/2"x 0.131"):or Perjoist,Toe nail 3-10d box(3"x 0.128"):or 22 Rim joist,band joist or blocking to sill or 8d common(21/2"x 0.131");or 10 4.0 4.0 2.5 2.0 top plate(roof applications also 10d box(3"x 0.12F' or 20 4.0 4.0 2.5 3.5 3.3"x 0.131"nails ) )� 6"o.c.toe nail 3 Ceiling joist not attached to parallel rafter,laps 4-10d box(3"x 0.128");or Face nail 3"x 0.131"nails over partitions[see Sections R802.3.1,R802.3.2 3-16d common(31/2"x 0.162"0;or 3-8d box (2112"x 0.113");or 30 10.5 10.5 6.0 5.0 and Table R802.5.1 9 23 1"x 6"subfloor or less to each joist 2-8d common(21/2"x 0.131")•or face nail 40 13.5 13.5 8.0 6.5 ( )1 43"x 0.131"nails 3-1 Od box(3"x 0.128");or 50 16.5 16.5 9.5 8.0 Ceiling joist not attached to parallel rafter 2 staples,1"crown,16 ga.,1 3/4"long 60 19.5 19.5 11.5 9.5 4 Table R802.5.1(9) Face nail (heel joint)[see Sections R802.3.1 and R802.3.2 and Table R802.5.1(9)] 24 2"subfloor to joist or girder 3-16d box(31/2"x 0.135");or Blind and face nail <120 10 7.5 7.5 4.5 3.5 2-16d common(31/2"x 0.162") 20 14.0 14.0 8.0 7.0 5 Collar tie to rafter,face nail or 1 14'x 20 ga. 4-1 Od box(3"x 0.128");or ridge strap to rafter 3-10d common(3"x 0.148");or Face nail each rafter 30 20.0 20.0 11.5 9.5 9 P 40 25.5 25.5 15.0 12.5 4-1O comm nails 25 2"planks(plank&beam-floor roof) 316d box(31/2"x 0.135");or At each bearing,face nail 2-16d common(31/2"x 0.162") 50 31.5 31.5 18.0 15.5 3-16d box nails (31/2"x 0.1135");or 60 37.5 37.5 21.5 18.5 6 Rafter or roof truss to plate 2 toe nails on one side and 1 toe nail 3-10d common nails (3"x 0.148'1;or 3-16d common (3112"x 0.162") 4-1 Od box(3"x 0.128"); or on opposite side of each rafter or 26 Band or rim joist to joist 4-10d box(3"x 0.128");or End nail 10 NP 11.0 6.5 5.5 4-3"x 0.131"nails truss 4-3"x 0.131"nails;or 20 NP 20.5 11.5 10.0 4-16d "x 0.135"31/2 ;or 4-3 crown"x 14 ga.staples,7/16" ( ) 30 NP 29.0 17.0 14.5 3-1 Od common(31/2"x 0.1148"); or Toe nail Nail each layer as fellows:32"o.c. 40 NP 38.0 22.0 18.5 4-10d box(3"x 0.128"); or 20d common(4"x 0.192");or at top and bottom and staggered. a 50 NP 47.0 27.0 23.0 7 Roof rafters to ridge,valley or hip rafters or 4-3"x 0.131"nails 10d box(3"x 0.128");or 24"o.c.face nail at top and bottom roof rafter to minimum 2"ridge beam 3.16d box(31/2"x 0.135") ;or End nail 27 Built-up girders and beams,2 inch lumber 3"x 0.131"nails staggered on opposite sides 60 NP 55.5 32.0 27.0 2-16d common(31/2"x 0.162");or layers And: 10 4.5 4.5 2.5 2.5 3-3"x 0.131"nails 3- box(3"x 0.1281; or 2-20d common(4"x 0.192");or Face nail at ends and at each 20 8.5 8.5 5.0 4.0 3-10d box(3"x 0.128");or splice WALL 3-3"x 0.131"nails 30 12.0 12.0 7.0 6.0 4.16d box (31/2"x 0.135");or 40 15.5 15.5 9.0 7.5 8 Stud to stud(not at braced wall panels) 16d common (31/2"x 0.162") 24"o.c.face nail 28 Ledger strip supporting joists or rafters 3-16d common(31/2"x 0.162");or At each joist or rafter,face nail 50 19.5 19.5 11.0 1 9.5 2N D FL 10d box(3"x 0. 28');or 16"o.c.face nail 4-10d box(3"x 0.128");or 60 23.0 23.0 13.0 11.0 3"x 0.131"nails il 43"x 0.131"nails 9 Stud to stud and abutting stud at intersecting "16d box(31/2"x 0.135");or 12"o.c.face nail 10 8.5 8.5 5.0 4.5 3"x 0.131"nails 29 Bridging to joist 2-10d(3 x 0.128") Each end,toe nail wall comers(at braced wall panels) 16"o.c.face nail 5130 20 16.0 16.0 9.5 8.0 16d common(31/2"x 0.162") 30 23.0 23.0 13.5 11.5 16"o.c.each edge face nail NUMBER AND TYPE 10 Built-up header(2"to 2"header with 112"spacer) 16d common(31/2"x 0.162") 9 ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,b,c SPACING OF FASTENERS 40 30.0 30.0 17.5 15.0 16d box(31/2"x 0.135") 12"o.c.each edge face nail Intermediate 50 37.0 37.0 21.5 1 18.0 1ST FL Edges su po 10 NP 13.0 rtsc'e 60 44.0 44.0 25.0 21.5 5-8d box(21/2"x 0.113");or (inches) Fnches) 11 Continuous header to stud 4-8d common(2117 x 0.131"); or toe nail (inches) 6.5 4-1 Od box(3"x 0.1281 Wood structural panels,subfloor,roof,and interior wall sheathing to framing and particleboard wall sheathing to framing 20 NP 24.0 13.5 11.5 12 Top plate to top plate 16d common(31/2"x 0.1621 16"o.c.face nail [see Table R62.3(3)for wood structural panel exterior wall sheathing to wall framing] 30 NP 34.5 19.5 17.0 1Od box(3"x 0.128");or 12"o.c.face nail 40 NP 44.5 25.5 22.0 3"x 0.131"nails 6d common(2"X 0.113")nail(subfloor,wall)' 50 NP 55.0 31.5 26.5 Double to late splice for SDCs A-D2 with 8A6d common(31/2"x 0.167');or 30 60 NP 65.0 37.5 31.5 p p P '� 8d common(21/2"X 0.131")nail(roof); 6 12 f seismic braced wall line spacing<25' 12-16d box(31/2"x 0.135");or face nail on each side of end joint s 12-10d box(3"x 0.128");or (minimum 24"lap splice length each or RSRS-01;(2 g'x 0.113")nail(roof) 10 5.5 5.5 3.0 2.5 13 12-3"x 0.131"nails side of end joint) Double top plate splice SOCs DO,D1,or D2; 8d common nail(21/2"X 0.113"); 20 10.0 10.0 5.5 5.0 N z and braced wall line spacing>25' 12-16d(3/12 x 0135") 31 "_r or RSRS-01;(2 8"x 0.113")nail(roof]I 6 12 t O 30 14.0 14.0 8.0 7.0 D ( ) 16"o.c.face nail 40 18.0 18.0 10.5 9.0 14 Blocking between ceiling joists or rafters 16d common 31/2"x 0.162' `'' S0 22.5 22.5 13.0 11.0 � Lu to top plate 16d box(31/2"x 0.135");or 60 26.5 26.5 15.0 13.0 3"x 0.131"nails 12"o.c.face nail 32 1 1 10d common(3"X 0.148")nail - a" SEAL 15 Bottom plate to joist,rim joist,band joist or 3-16d box(31/2"x 0.135'1 ;or 3 each 16"o.c.face nail or 8d(2 'x 0.131")deformed nail 6 12 10 10.0 10.0 6.0 5.0 blocking(at brace wall panel) 2-16d common(311T x 0.1621;or 2 each 16"o.c.face nail <140 20 18.5 18.5 11.0 9.0 RED AR 4-3"x 0.131"nails 4 each 16"o.c.face nail 30 27.0 27.0 15.5 13.0 `'J��N'K. T 4-8d box(2112"x 0.113");or Otherwall sheathing g 40 35.0 35.0 20.0 17.0 <v 1 3-16d box(31/2"x 0.135");or41 4-8d common(21/2"x 0.131");or Toe nail 50 43.0 43.0 24.5 21.0 1 4-1Od box(3"x 0.128");or 33 "structural cellulosic 11"galvanized roofing nail, 60 51.0 51.0 29.0 25.0 � 16 Top or bottom plate to stud 4-3"x 0.131"nails fiberboard sheathing 2 g g 3 6 10 N P 15.0 8.5 7.5 `J' ' t6 head diameter,or 1 "long 16ga.staple 20 N P 27.5 16.0 13.5 9l F y 3-16d box(31/2"x 0.135");2 with A"or 1"crown 0 F N Ew 2-16d common(3112"x 0.162'1;or End nail 16 30 N P 39.5 23.0 19.5 3-10d box(3"x 0.128");or 2-5"structural cellulosic 40 NP 51.5 29.5 25.0 3-3"x 0.131"nails � 321�"galvanized roofing nail, �; 3-1 Od box(3"x 0.128");or fiberboard sheathing 16"head diameter,or 1� long 16ga.staple 3 6 50 NP 63.5 36.5 31.0 17 Top plates,laps at comer s and 2-116d common(31/2"x 0.162");or Face nail � intersections 3�"x 0.131"nails with 4"or 1"crown 60 NP 75.5 43.0 36.5 18 1"brace to each stud and late 3-8d box(21/2"x 0.113'�;or 35 z'gypsum sheathing d 12"galvanized roofing nail;staple galvanized, P 2-8d common(21/2"x 0.1311; or Face nail 1 i"long,14 screws,Type W or S 7 7 TABLE R602.10.3(2) 2-10d box(3"x 0.128");or WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING 2 staples 1 3/4" ADJUSTMENT FACTOR = 1.00 CC) Q 36 e"gypsum sheathing d 14"galvanized roofing nail;staple galvanized, 19 1"x 6"sheathingto each bearing 3-8d box(21/2"x 0.113");or M Y ADJUSTMENT FACTOR a'b w g 2-10 common( O.12"x 0.131"); or Face nail 11'long,l 8"screws,Type W or S 7 7 ITEM NUMBER ADJUSTMENT BASED ON STORY SUPPORTING CONDITION [MULTIPLY LENGTH FROM APPLICABLE METHODS TABLE R602.10.31 BY THIS FACTOR 0O 2-10d box(3"x 0.128");or 2 staples,l"crown,l6 ga.,1 3l4"long ( ) 3-8d box(2112"x 0.113");or Wood structural panels,combination subfloor undedayment to framing 3-8d common(2112"x 0.131"); or ONE-STORYB J-00 CID C 1.20 20 1'x 8'and wider sheathing to each bearing 3-10d box(3"x 0.128");or Face nail 3"and less 6d deformed(2"X 0.120")nail; STRUCTURE 3 staples,l"crown,l6 ga.,1 3/4"long 37 a D 1.50 Wider than 1"x 8" or 8d common(2 J"x 0.131")nail 6 12 TWO-STORY B 1.00 ,"d box(21/2"x 0.113); or 1 EXPOSURE CATEGORY C 1.30 3-8d common(21/2"x 0.1311 ;or Z"_1 8d common(2 2'x 0.131")nail STRUCTURE 3-1 Od box(3"x 0.128");or 38 a or 8d common(2 1"x 0.120")nail 6 12 D 160 O 4 staples,l"crown,l6 ga.,1 3/4"long THREE-STORY CB 1.00 1.40 IIIO 39 1 J"-1 a' 10d common(2 J"X 0.148")nail; STRUCTURE D 170 Q Z or 8d deforomed(2 1'x 0.120")nail 6 12 0 J z S5 FEET 0.70 fy- 10 FEET W O ROOF ONLY 15 FEET 100 W a 0 20 FEET 1.60 OW U U) S5 FEET 0.85 ALL METHODS (5w >- 2 ROOF EAVE-TO-RIDGE 10 FEET 1.00 � Z m ROOF+1 FLOOR HEIGHT 15 FEET 1.15 20 FEET L30 2020 RESIDENTIAL CODE OF NEW YORK STATE 2020 RESIDENTIAL CODE OF NEW YORK STATE <<-5 FEET 0.90 TABLE R602.3(3) TABLE R602.10.4 ROOF+2 FLOORS 10 FEET 1.00 BRACING METHODS 15 FEET 1.10 REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES a,b,c 20 FEET NOT PERMITTED Continuous Sheathing Method N MINIMUM NAIL MINIMUM MINIMUM ULTIMATE DESIGN 8 FEET 6.90 0 0 Z cM WOOD CONNECTION CRITERIA 9 FEET 0.95 Z J DO O NOMINAL PANEL NAIL SPACING WIND SPEED V ult WALL HEIGHT STRUCTURAL MAXIMUM WALL METHOD 3 ANY STORY 10 FEET 100 J W J O N PANEL (mph) , MATERIAL MINIMUM THICKNESS FIGURE SIZE PENETRATION PANEL SPAN THICKNESS STUD SPACING win exposure sate o Fasteners $Spacing ADJUSTMENT 11 FEET 1.05 -J N (INCHES) RATING (INCHES) (INCHES) EDGES FIELD 9 ry P 9 W Z 0. (INCHES O.C.) (INCHES O.C.) B C D 6d COMMON 1.5 24/0 1/2" 16 6 12 140 115 110 Exterior sheathing12 FEET 1.10 Q W(2.0"x 0.113") CS-WSP _ Table R602.3(3) �r 6"edges 12"field W NUMBER OF BRACED 3 1.30 " 4 WALL LINES(PER PLAN ANY STORY -' Continuous) sheathed 1/211 r c 4 1.45 W 16 6 12 170 140 135 `` 8d COMMON 1 75 24/16 7/16" y 4= Interior sheathin DIRECTION) z 5 1.60 Z Z W I I (2.5 x 0.131 ) wood structural panel g per Varies by fastener Table R602.3(1)or R602.3(2) FASTENED TO THE END p 24 6 12 140 115 110 *-* 4� 4+ STUDS OF EACH BRACED DWB,WSP,SFB 5 ADDITIONAL 800-POUND TOP STORY ONLY W W W HOLD-DOWN DEVICE WALL PANEL AND TO THE 0.80 PBS,PCP,HPS, � p FOR SI:1 INCH=25.4 mm,1 mile per hour=0.447 rr/s. FOUNDATION OR FRAMING BELOW t- Q w A.Panel strength axis parallel or perpendicular to supports.Three-ply plywood shea'hing with studs spaced more than 16 inches on center shall be applied with w 0- F N � Z N panel strength axis perpendicular to supports. -� O z .J = 2 w 0) B.Table is based on wind pressure actin toward and away from building surfaces in accordance with Section R301.2.Lateral bracing requirements shall be in OMITTED FROM INSIDE FACE DWB,WSP,SFB O W "� Q v W F- N P g y g g q 6 INTERIOR GYPSUM BOARD ANY STORY 1.40 PBS OF BRACED WALL PANELS PCP HPS CS- m J a 4 accordance with Section R602.10. FINISH(OR EQUIVALENT) , , , a c� < F- o C.Wood structural panels with span rating of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 2410 span rating.Plywood siding rated 16 o.c. WSP,CS-G,CS-SFB or 24 ox shall be permitted as an alternate to panel with a 24/16 span rating.Wall-16 and Plywood siding 16 o.c.shall be used with studs spaced not DWG NO more than 16 inches on center. 4 INCHES O.C.AT PANEL EDGES, INCLUDING TOP AND BOTTOM 1 7 GYPSUM BOARD ANY STORY 0.70 GB PLATES,AND ALL HORIZONTAL FASTENING JOINTS BLOCKED 141 8d @ 6"oc toed in L along braced wall r Roof SheathingAttachment Requirements for Wind Loads q RIDGE TENSION STRAP CONNECTION REQUIREMENTS FOR WIND- EXPOSURE B Exposure B Dead Load Assumptions Roof Asse nbly DL-10 psf TCP PLATE 6„ Three Second Gust wind Sf� (mph) gp 100 110 130 90 100 110 is 90 100 110 120 130 THREE SECOND GUST WIND STRUCTURAL SHEATHING 8d COMMON NAILS Roar SPM Number of Bd Common Nails or 10d Box Nails @ 6"O.C.ON EDGES I I I I I I E F E F E F E F E F ROOF PITCH (rt) In each end of 1 r x 20 gage strap 1,2,3,4,5,6. Required Capacity of Ridge Connection (plf) 1,23,4 ll II II II ONLY ' Rafter / Truss Spacing Maximum Nail Spacing for 8d Common Nails 12 1 2 2 3 94 133 176 224 j--j I in Sheathing Location:' inches, o.c. or 10d Box Nails (inches,"c 16 2 2 2 4 126 178 235 298 1/2" MIN. STRUCTURAL TOP PLATE I_� (' ) ( ) = 8d COMMON NAILS � 4 157 222 294 373 12 6 12 6 12 6 12 6 12 6 12 @ C O.C. 20 2 2 3 WOOD PANEL 3:12 24 2 3 3 5 189 267 353 447 6„ 28 2 3 4 6 220 311 412 522 AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(S)CONNECTION FIELD ONLY o Interior Zone 16 6 12 6 12 6 12 6 12 6 12 32 3 3 4 7 252 356 471 597 19.2 6 12 6 12 6 12 6 6 6 12 36 3 4 5 7 283 400 529 671 FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP SOLID BLOCKING BETWEEN 12 1 1 2 2 79 111 145 183 FOR CLOF EA.PLATE TO PLATFORM BELOW- SIMPSON HDU4-SDS2.5 HOLDDOWN RAFTERS ATTACHED TO TOP 16 1 2 2 3 106 147 193 244 16 d COMMON NAILS @ IT O.C. 5 PLATES 8d COMMON @ 6"OC ALONG 24 6 12 6 12 6 6 6 6 6 12 20 2 2 2 4 132 184 242 305 W/ �8 "DIAM.ATR(ALL THREADED SOLID BLOCKING BETWEEN LENGHT OF BRACED WALL PANEL 4:12 24 2 2 3 4 158 221 290 366 IN ROD)ANCHOR, EMBEDMENT LENGTH RAFTERS ATTACHED TO TOP 12 6 12 6 12 6 12' 6 12` 6 12' 28 2 3 3 5 185 258 338 427 OF ANCHOR IN CONCRETE IS 10" PLATES 8d COMMON @ 6"OC ALONG 32 2 3 4 5 211 295 387 488 SILL PLATE . LENGHT OF BRACED WALL PANEL Perimeter Edge 16 6 12 6 12' 6 12" 6 6 6 s 36 2 3 4 6 238 332 435 549 • � � MIN..USE SIMPSON SET EPDXY-TIE ANCHOR BOLTS 'a s HIGH STRENGTH EPDXY ADHESIVE Zone 12 1 1 1 � 62 1 152 • TO SECURE ANCHOR,DRILL If 3/4" 1s.2 6 t2' 6 12' 6 6 6 6 s' s' 16 1 1 2 (Z) 83 115 152 qQ2 3-16d@16"oc DIAM.HOLE FOR EPDXY.FOLLOW 24 6 12' 6 6 6� 6' 6s 6' s' s' 5:12 24 2 2 2 3 124 173 228 287 along braced wall 28 2 2 3 4 144 202 265 335 MANUFACTURER'S INSTRUCTIONS. BRACED WALL PANEL CONNECTION Gable Endwall Rake or Rake Truss w/ Lookout Block 6s 6a 6s 6' 6� 6' 4 4 4� 4� 32 2 2 3 4 165 231 303 383 36 2 3 3 5 186 260 341 431 TO PERPENDICULAR RAFTER. able Endwall Rake or Rake Truss w/o Rake Overhang s s s s s s s s s' s' 12 1 1 1 2 57 79 ,03 ,30 va 16 1 1 2 2 76 106 138 173 BOARD SHEATHING 20 1 2 2 3 95 132 172 216 END SHEARWALL SLAB ON GRADE 6:12 24 1 2 2 3 115 158 207 260 Rafter/Truss Spacing Minimum Number of 8d Common Nails Sheathing Size (inches, o.c) or 10d Box Nails per Support 28 2 2 2 4 134 185 241 303 32 2 2 3 4 153 211 276 346 1x6 or 1x8 Sheathing 12-19.2 2 2 2 2 2 36 2 2 3 4 172 237 310 389 1z10 or Larger Sheathing 12-19.2 3 3 3 3 3 12 1 1 1 2 57 75 97 122 L L 16 1 1 2 2 75 100 130 162 20 1 2 2 3 94 125 162 203 7:12-12:12 24 1 2 2 3 113 150 194 243 E-NAIL SPACING AT PANEL EDGES(in.) 28 2 2 2 3 132 175 227 28432 2 2 3 4 151 200 259 324 8d�6"oc toed in F-NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FILED(in.) 36 2 2 3 4 170 225 292 365 .a Ong braced wall 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET 1. Tabulated connection requirements shall be permitted to be multiplied by 0.70 for framing not located within 8 feet of buildin GABLE END ON EACH SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT 2. Tabulated ridge connection loads corners. assume a buiding located in Exposure B. CLG JTS REQUIREMENTS SHALL BE USED. 3. Tabulated connection requirements are based on total uplift minus 0.6 of the roof assembly dead 2. TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTERITRUSS AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. load (0.6x10psf). 8d 6"oc toed in FRAMING MEMBERS WITH G >0.49.FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL TOP PLATE @ (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): - 6" along braced wall SPACINGS SHALL 8E REDUCED TO 6 INCHES O.C. 4. Tabulated connection requirements are based on a 12 " ridge strap spacing, for different ridge strap spacings, multiply the tabulated values by the appropriate multiplier below. 1/2"MIN.STRUCTURAL 9 fl CLG JTS V. FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP 3. TABULATED 6 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTERITRUSS FRAMING MEMBERS WITH G >0.49 FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL Ridge Connection Spacing(in.) 12 16 19.2 24 48 WOOD PANEL 8d COMMON NAILS PLATFORM BELOW- 16 d COMMON NAILS @ 16"O.C. SPACINGS SHALL BE REDUCED TO 4 INCHES O.C. Multiplier 1.00 1.33 1.60 2.00 4.00 TOP PLATE 5. When the tabulated number of nails required in each end of the strop is equal to 1 and the framing @ 6"O.C.ON EDGES 6„ 4. TABULATED 4 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS is attached in accordance with Table 3.1, the ride strap and additional nailing is not required. g ONLY FRAMING MEMBERS WITH G >0.49 FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL 9 P 9 q SPACINGS SHALL BE REDUCED TO 3 INCHES O.C. 6. When a collar tie is used in lieu of a ridge strap, the number of 10d nails required in each end of 5. TABULATED NAIL SPACINGS ASSUME A BUILDING LOCATED IN EXPOSURE B. the collar tie need not exceed the tabulated number of 8d nails in a steel strap, or the number = 8d COMMON NAILS o of 12d box nails in each end of the collar tie need not exceed the taulated number of 10d box 3-16d@16"oc @ 12"O.C.ON 8d COMMON NAILS nails in a steel strap. along braced wall FIELD ONLY @ 12"O.C.ON 7. )I" 20 gage ridge strap shall be of ASTM A653 grade 33 steel or equivalent. AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(S)CONNECTION SIMPSON HDU4-SDS2.5 HOLDDOWN = FIELD ONLY FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP W/ % "DIAM.ATR(ALL THREADED 8d COMMON NAILS FOR C OF EA.PLATE TO PLATFORM BELOW- d COMMON NAILS @ IT O.C. ROD)ANCHOR,EMBEDMENT LENGTH @ 6"O.C.ON EDGES UPLIFT STRAP CONNECTION REQUIREMENTS - EXPOSURE B OF ANCHOR IN CONCRETE IS 10" (ROOF-TO-WALL, WALL-TO-WALL, WALL-TO-FOUNDATION) z FLOOR JOIST alo g 16d@e 16wa I ONLY Dead Load Assumptions Roof/Ceding Assembly DL-15 psf CORNER HOLD - DOWN DETAILS o MIN..USE SIMPSON SET EPDXY-TIE cn AT STUB TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. W HIGH STRENGTH EPDXY ADHESIVE 8d @ 6"oc toed in • • ' along braced wall (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): THREE SECOND GuST WIND ILL PLATE 3 t00 tto 120 t3o TO SECURE ANCHOR, DRILL /4" SPEED (mph) ANCHOR BOLTS DIAM.HOLE FOR EPDXY.FOLLOW FLOOR JOIST FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP MANUFACTURER'S INSTRUCTIONS. L L FRAMIC SPAM sa VM Number of Bd Common Nails or 10d Box Nals 'SIMPSON'HDQ8 OR 2-16d COMMON SEAL PLATFORM BELOW- 1 16 d COMMON NAILS @ IT O.C. 00 00 in each end of 1447 x 20 gage strap 1,2,3,4 POURED CONCRETE/ "SIMPSON"PH NAILS @ 6"O.C. ARE O A RC MASONRY TOP PLATE 12 1 2 2 2 o FOR FULL LENGTH FOUNDATION - 6' 20 2 2 2 3 0 °° OF STUD r- 8d COMMON NAILS 12 24 2 2 3 3 @ 12"O.C.ON 28 2 2 3 4 o E ID H EARWALL 0 N FOUNDATION 1/2"MIN.STRUCTURAL FIELD ONLY 32 2 3 3 4 ° WOOD PANEL 12 2 2 2 3 � N S = 8d COMMON NAILS 16 2 2 3 I q WALLA 6"O.C.ON EDGES 20 2 2 3 4 l l �F ONLY 16 24 2 3 3 4 i I 0 F N Ew 3-16d@l6"oc 28 2 3 4 5 along braced wall 32 2 3 4 5 36 3 4 4 6 12 2 2 3 3 ° AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. 16 2 2 3 4 ° �- FLOOR GIST (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): 20 2 3 4 4 BLOCKING @ ° 19.2 24 2 3 4 5 ENDWAL u t TOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP 28 3 3 4 5 SILL PLATE . . 32 3 4 5 6 _� p • - -• r-• PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. 36 3 4 5 7 'SIMPSON'HDQ8 OR COY 8d 6"oc toed in ANCHOR BOLTS ' • 12 2 3 3 4 "SIMPSON"PH a f; U along-braced wall 16 2 3 4 5 o w CLG JTS POURED CONCRETE/ 24 24 3 4 5 6 C) MASONRY 28 3 4 5 7 TOP PLATE FOUNDATION 32 3 5 6 7 NOTE: 6" 36 4 5 6 8 ALL STRAPPING,ANCHORS, HOLD o DOWNS,&ADHESIVES TO BE r 2 STORY BRACED WALL PANEL 1. Prescriptive limits are based on assumptions of Table 3.4 INSTALLED AS PER MANUFACTURER'S 2. Tabulated uplift connection requirements assume a building SPECIFICATIONS Y located in Exposure B. 3. Tabulated uplift connection requirements assume a roof and 0 = ceiling assembly dead load of 9 psf (0.60 x 15psf = 9psf). If o p eiling assembly is not present or if the ceiling assembly is not ll DETAIL Q W } Wall Sheathing and Cladding Attachment Requirements connected to the roof assembly, the tabulated number of nails CORNER CONNECTION FLOOR TO FLOOR N.T.S. Q z W AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ IT D.C. for Wind Loads - Exposure B shall be increased by 1 nail at each end of the strap. O Y p Z (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): . Minimum ASTM A653 Grade 33 steel strap. W 0 W LL FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP Three Second Gust Wind 90 100 110 120 13 Q O 8d @ 6"oc toed in FOR C LOF EA.PLATE TO PLATFORM ABOVE&@ C OF EA.PL(tTE TO Speed(mph) O U) along braced wall - PLATFORM BELOW- 1 11d COMMON NAILS @ 16"O.C. STRUCTURAL SHEATHING W W r FLOOR JOIST LO Z ro 5/8 E F E F E F E F E F SIMPSON HOLDDOWN W/ "DIAM. "SIMPSON"HD08 OR 2-16d COMMON ATR(ALL THREADED ROD) Sheathing Location Stud Spacing Maximum Nail Spacing for Bd Common Nails 6" (inches, o.c.) or 10d Box Nails (inches, o.c.) „SIMPSON„PHD6 NAILS @ 6„O.C. o SEE THIS SHEET FOR DETAIL o FOR FULL LENGTH 9 12 6 12 6 12 6 12 6 12 6 12 8d COMMON NAILS OF STUD @ 6"O.C.ON EDGES Interior Zone 16 6 12 6 12 6 12 6 12 6 12 ° o 1/2"MIN.STRUCTURAL ONLY 24 6 12 6 12 6 12 6 6 6 le °° N WOOD PANEL = 8d COMMON NAILS 2 z m C;j �p 1 6 12 6 12 6 12 6 12 6 12 @ 12"O.C.ON _1 W _j O N FIELD ONLY 4 EDGE ZONE 'I -� U a 16 6 12 6 12 6 12 6 12 6 12 a• Il • W Z 3-16d@16"oc SIMPSON HOLDDOWN W/ 5� "DIAM. 24 6 12 6 12 6 12 6 12' 6 12' I l• • ' - ° 0 Q 0 _ along braced wall o• . _ ATR(ALL THREADED ROD) ANCHOR, EMBEDMENT LENGTH OF e O BOARD SHEATHING or LAP SIDING • • ° W Z �+ ANCHOR IN CONCRETE IS 10"MIN.. ° _ FLOOR JOIST Rafter/Truss Spacing z �_ USE SIMPSON SET EPDXY-TIE HIGH Sheathing Size Minimum Number of 8d Common Nails or 10d 9 (inches,o.c.) ° W ~ (n vi �- -� STRENGTH EPDXY ADHESIVE TO Box Nails per Support UJ W • ;� NOTE: 7/8" OHREADED ROD EMBEDDED 12 1/2" W W SILL PLATE SECURE ANCHOR, DRILL 3/4"DIAM. 1x6 or 1x8 Sheathing 12-2a 2 2 2 2 2 ALL STRAPPING,ANCHORS, INTO CONCRETE W/"SIMPSON"ET(HIGH 0 W 0 HOLE FOR EPDXY. FOLLOW 1x10orLargerSheathing 12-24 3 3 3 3 3 H Q w ANCHOR BOLTS HOEDOWNS, &ADHESIVES STRENGTH EPDXY ADHESIVE)&FOR TEMPS w 11 N Z N MANUFACTURER'S INSTRUCTIONS. E-Nail spacing at panel edges(in.) TO BE INSTALLED AS PER 0 F-40 F USE SIMPSON AT.(HIGH STRENGTH , 0 z J = = LU Cl) F-Nail spacing at intermediate supports in the panel field in. MANUFACTURER'S SPECIFICATIONS ACRYLIC ADHESIVE) 0 W W Q v W �I N POURED CONCRETE/ p g pp° p ( ) X _j Q 1. For wall sheathing within 4 ft.of the comers,the 4 ft.permeter edge zone attachment o_ U m Q o 4 MASONRY requirements shall be used. FOUNDATION 2. Tabulated 12 inch.o.c.nail spacing assumes sheathing attached to stud framing members DWG NO with G>0.49. For framing members with 0.42<G<0.49,the nail spacings shall be reduced DETAIL to 6 inches o.c. 1 3. For exterior panel siding galvanized box nail shall be permitted to be substituted for common nails. 2 STORY END WALL S H EA RWA L L 4. Tabulated nail spacing assumes a building located in Exposure B. CORNER CONNECTION FLOOR TO FOUNDATION N.T.S. 14 TABLE R507.5 TABLE R507.4 DECK BEAM SPAN LENGTHS (FT. - IN.) DECK POST HEIGHT DECK JOIST SPAN LESS THAN OR EQUAL TO DECK POST SIZE MAXIMUM HEIGHT SPECIES SIZE (FEET) 4 X 4 8 FEET 6 8 10 12 14 16 18 2-2X6 6- 11 5-11 5-4 4- 10 4-6 4-3 4-0 4X6 8FEET 2-2X8 8-9 7-7 6-9 6-2 5-9 5-4 5-0 2-2X10 10-4 9-0 8-0 7-4 6-9 6-4 6-0 6X6 14 FEET 2-2X12 12-2 10-7 9-5 8-7 8-0 7-6 7-0 3-2X6 8-2 7-5 6-8 6- 1 5-8 5-3 5-0 SOUTHERN PINE 3-2X8 10- 10 9-6 8-6 7-9 7-2 6-8 6-4 TABLE R507.9.3 (2) 3-2 X 10 13-0 11 -3 10-0 9-2 8-6 7- 11 7-6 PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS 3-2X12 15-3 13-3 11 - 10 10-9 10-0 9-4 8- 10 3X6 OR 2-2X6 5-5 4-8 4-2 3- 10 3-6 3- 1 2-9 MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS 3X8OR2-2X8 6- 10 5-11 5-4 4- 10 4-6 4- 1 3-8 TOP EDGE BOTTOM EDGE ENDS ROW SPACING 3X10OR2-2X10 8-4 7-3 6-6 5- 11 5-6 5- 1 4-8 3X12 OR 2-2X12 9-8 8-5 7-6 6- 10 6-4 5- 11 5-7 LEDGER 2 INCHES 3/4 INCH 2 INCHES 1 5/8 INCHES DOUGLAS FIR-LARCH, 4 X 6 6-5 5-6 4- 11 4-6 4-2 3- 11 3-8 BAND JOIST 3/4 INCH 2 INCHES 2 INCHES 1 5/8 INCHES HEM-FIR, 4X8 8-5 7-3 6-6 5- 11 5-6 5-2 4- 10 SPRUCE-PINE-FIR, REDWOOD, 4X10 9- 11 8-7 7-8 7-0 6-6 6- 1 5-8 WESTERN CEDARS, 4X12 11 -5 9- 11 8- 10 8- 1 7-6 7-0 6-7 PONDEROSA PINE, TABLE R301.2.1.2 RED PINE 3-2 X 6 7-4 6-8 6-0 5-6 5- 1 4-9 4-6 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE 3-2X8 9-8 8-6 7-7 6- 11 6-5 6-0 5-8 FOR WOOD STRUCTURALPANELSe,e,ld 3-2X10 12-0 10-5 9-4 8-6 7- 10 7-4 6- 11 3-2 X 12 13- 11 12- 1 10-9 9- 10 9- 1 8-6 8- 1 FASTENER SPACING (INCHES)a" FASTENER 4 FEET < 6 FEET < TABLE R507.9.1.3 (1) TYPE PANEL SPAN PANEL SPAN PANEL SPAN DECK LEDGER CONNECTION TO BAND JOIST < 4 FEET < 6 FEET < 8FEET (DECK LIVE LOAD = 40 PSF, DECK DEAD LOAD = 10 PSF, SNOW LOAD IS LESS THAN OR EQUAL TO 40 PSF) No. 8 WOOD SCREW BASED ANCHOR WITH 2-INCH 16 10 8 JOIST SPAN EMBEDMENT LENGTH No. 10 WOOD SCREW BASED CONNECTION DETAILS 6'AND LESS 6'-l"TO 8' 8'-1"TO 10' 10'-1"TO 12' 12'-1"TO 14' 14'-1"TO 16' 16-1"TO 18' ANCHOR WITH 2—INCH 16 12 9 ON-CENTER SPACING OF FASTENERS EMBEDMENT LENGTH Z Y -INCH LAG SCEW BASED o ANCHOR WITH 2-INCH 16 16 16 > Uj 1/2 INCH DIAMETER LAG SCREW W/1/2 INCH 30 23 18 15 13 11 10 EMBEDMENT LENGTH MAXIMUM SHEATING SEAL a.This table is based on 180 mph wind speeds and a 33 fool mean roof height. �� D A RCti b.Fasteners shall be installed at opposite ends of the wood structural panel. c� N.K, T 1/2 INCH DIAMETER BOLT W/1/2 INCH c.Nails shall be I Od common or 12d box nails. Fyn r 36 36 34 29 24 21 19 d.Where screws are attached to mason or mason lstucco,the shall be MAXIMUM SHEATING ry ry y attached utilizing vibration-resistant anchors having a minimum ultimate g 1{1 o withdrawal capacity of 490 pounds. CHAPTER 3 BUILDING PLANNING 1/2 INCH DIAMETER BOLT W/1 INCH 36 36 29 24 21 18 16 9 rF c o a yo SECTION R301 DESIGN CRITERIA r �. MAXIMUM SHEATING WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/,6-AND A MAXIMUM SPAN 0 F N F OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.ATTACHMENTS SHALL BE PROVIDE IN ACCORDANCE WITH TABLE R301.2.1.2 OR SHALL BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH THE PROVISIONS OF THE 2015 I.R.C. TABLE R507.6 00 o DECK JOIST SPANS FOR COMMON LUMBER SPECIES (FT. - IN.) R507.9.2 LATERAL CONNECTION CO 0o w 00 = LATERAL LOADS SHALL BE TRANSFERRED TO THE GROUND OR TO A STRUCTURE CAPABLE OF " SPACING OF DECK JOISTS WITH NO CANTILEVER SPACING OF DECK JOISTS WITH CANTILEVER SPECIES SIZE (INCHES) (INCHES) TRANSMITTING THEM TO THE GROUND. WHERE THE LATERAL LOAD CONNECTION IS PROVIDED IN 12 16 24 12 16 24 ACCORDANCE WITH FIGURE R507.9.2(1), HOLD-DOWN TENSION DEVICES SHALL BE INSTALLED IN NOT LESS THAN TWO LOCATIONS PER DECK, WITHIN 24 INCHES (610 MM) OF EACH END OF THE DECK. 2 X 6 9- 11 9-0 7-7 6-8 6-8 6-8 EACH DEVICE SHALL HAVE AN ALLOWABLE STRESS DESIGN CAPACITY OF NOT LESS THAN 1,500 2 X 8 13- 1 11 -10 9-8 10- 1 10- 1 9-8 POUNDS (6672 N).WHERE THE LATERAL LOAD CONNECTIONS ARE PROVIDED IN ACCORDANCE WITH SOUTHERN PINE FIGURE R507.9.2(2), THE HOLD-DOWN TENSION DEVICES SHALL BE INSTALLED IN NOT LESS THAN 2 X 10 16-2 14-0 11 -5 14-6 14-0 11 -5 FOUR LOCATIONS PER DECK,AND EACH DEVICE SHALL HAVE AN ALLOWABLE STRESS DESIGN w o 2 X 12 18-0 16-6 13-6 18-0 16-6 13-6 CAPACITY OF NOT LESS THAN 750 POUNDS (3336 N). Q z 2X6 9-6 8-8 7-2 6-3 6-3 6-3 W o _j_j w DOUGLAS FIR-LARCH, Q 0 HEM-FIR, 2X8 12-6 11 - 1 9- 1 9-5 9-5 9- 1 0 0 0 SHEATING W U) SPRUCE-PINE-FIR, 2 X 10 15-8 13-7 11 - 1 13-7 13-7 11 - 1 SIDING 0 Z N m 2 X 12 18-0 15-9 12-10 18-0 15-9 12- 10 FLOOR SHEATING NAILING AT FLASING FOR WATER TIGHTNESS 6"MAXIMUM CENTER 2 X 6 8- 10 8-0 7-0 5-7 5-7 5-7 JOIST WITH HOILD DOWN TO HOLD DOWN OR DECKING REDWOOD, OR SIMILAR DEVICE N ACCORDANCE WITH TAB2X LEDGER WITH LE R507.2 STAGGER FASTENERS IN 2 ROWS FLOOR JOIST APPROVED JOIST HANGERS WESTERN CEDARS, 2X8 11 -8 10-7 8-8 8-6 8-6 8-6 PONDEROSA PINE, 2 X 10 14-11 13-0 10-7 12 -3 12-3 10-7 LAG SCREW OR BOLT HOLD-DOWN DEVICE MIN.750 LB,CAPACITY RED PINE FLOOR JOIST DECK JOIST AT 4 LOCATIONS,EVENLY DISTRIBUTED4 N 2 X 12 17-5 15-1 12-4 16-5 15-1 12-4 ALONG DECK AND ONE WITHIN 24"OF EACH C7 C) z M FZ END OF THE LEDGER.HOLD-DOWN DEVICES a SHALL FULLY ENGAGE DECK JOIST PER J 00 HOLD-DOWN MANUFACTURER. J V N LEDGER 5.5"MIN FOR 2X8 W Z 6.5"MIN FOR 2X10 W TABLE R507.7 7.5"MIN FOR 2X12 A FULLY THREADED 318"DIAMETER LAG O SCREW PREDRILLED WITH MIN.3"PENETRATION CK MAXIMUM JOIST SPACING FOR DECKING TO CENTER OF TOP PLATE,STUDS,OR HEADER. W W 0 n n n n n n CD MAXIMUM ON-CENTER JOIST SPACING DETAIL A DETAIL B DETAIL C �� MATERIAL TYPE AND M W W W NOMINAL SIZE PERPENDICULAR TO JOIST DIAGONAL TO JOIST FIGURE R507.2.3(1) NTS FIGURE R507.2.3(1) NTS FIGURE R507.2.3(2) NTS (n DECK ATTACHMENT FOR LATERAL LOADS DECK ATTACHMENT FOR LATERAL LOADS DECK ATTACHMENT FOR LATERAL LOADS 0 < U `NOTE:THIIS DETAIL IS APPLICAPABLE U CL Q w Z N 1 1/4-INCH-THICK WOOD 16 INCHES 12 INCHES DISTANCE SHALL BE PERMITTED TO w N ~ BE REDUCED TO4.5"IF LAG SCREWS w 0) WHERE FLOOR JOISTS ARE � z ,J = _ ARE USED OR BOLT SPACING IS PARALLEL TO DECK JOISTS. w Q U W N REDUCED OF LAG SCRE AT 2-INCH-THINCKWOOD 24 INCHES 16 INCHES TO ATTACH 4 8HLEDGERS TO X8� 0 m ¢ ~ BAND JOISTS. DWG NO PLASTIC COMPOSITE IN ACCORDANCE W/ IN ACCORDANCE W/ SECTION R507.3 SECTION R507.3 1 14 BLOCKING ® ENDWALL TABLE R301.2.1.2 GENERAL FASTENING SCHEDULE WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS a,b,c,d RESIDENTIAL CODE OF NEW YORK STATE RIDGE- PLATFORM FRAMING ONLY R3012.1.1 DESIGN CRITERIA. CONSTRUCTION IN REGIONS WHERE THE BASIC FIGURE R602.10.8(1) NAND SPEEDS FROM FIGURE R301.2(4)EQUAL OR EXCEED 130 MILES PER HOUR BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING (177.1 km/h)SHALL BE DESIGNED IN ACCORDANCE WITH ONE OF THE FOLLOWING. FASTENER SPACING (INCHES) FASTENER 4 FEET < 6 FEET < 1.PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH AMERICAN FORREST TYPE PANEL SPAN PANEL SPAN PANEL SPAN AND PAPER ASSOCIATION(AF7PA)-WOOD FRAME CONSTRUCTION ATTIC < 4 FEET < 6 FEET < 8 FEET MANUAL FOR ONE AND TWO FAMILY DWELLINGS(WFCM); No. 8 WOOD SCREW BASED CONTINUOUS RIM — ADDITIONAL FRAMING FULL HEIGHT BLOCKING ANCHOR WITH 2-INCH 16 10 8 OR END JOIST MEMBER DIRECTLY ABOVE @ 16"O.C.ALONG BLOCKING 2 BAYS EMBEDMENT LENGTH BRACED WALL PANEL BRACED WALL PANEL BACK @ 4'-0'O.C. 8d @ T O.C.ALONG 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS AT J No. 10 WOOD SCREW BASED BRACED WALL PANEL BRACED WALL PANEL EACH BLOCKING MEMBER a ANCHOR WITH 2-INCH 16 12 9 EMBEDMENT LENGTH BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL Z SECOND FLOOR Y4 -INCH LAG SCEW BASED �r W ANCHOR WITH 2-INCH 16 16 16 3-16d @ 1s"O.C.ALONG 316d @ 16"O.C.ALONG 316d AT EACH8� EMBEDMENT LENGTH BRACED WALL PANEL BRACED WALL PANEL BLOCKING MEMBER BLOCKING 2 BAYS 2-16d NAILS EACH SIDE BACK @ 4'-0"D.C. ®INTERIOR ZONE CONTINUOUS RIM ADDITIONAL FRAMINGEli a.This table is based on 180 mph wind speeds and a 33 foot mean roof height. FULL HEIGHT BLOCKING ®PERIMETER ZONE OR END JOIST MEMBER DIRECTLY ABOVE b.Fasteners shall be installed at opposite ends of the wood structural panel. BRACED WALL PANEL @ 16"O.C.ALONG BRACED WALL PANEL FIRST FLOOR c.Nails shall be tOd common or 12d box nails. NOTE: — GABLE WALL d.Where screws are attached to masonry or masonry/stucco,they shall be 1.FOR GABLE ROOFS 10°TO 45°PITCHES (EDGE ZONE) attached utilizing vibration-resistant anchors having a minimum ultimate Withdrawal capacity of 490 pounds. FOR SI:1 INCH=25.4 MM 2.SEE FASTENING SCHEDULE A FOR NAILING BLOCKING 2 BAYS IN EA.ZONE BACK @ 4'-0'O.C. .. CHAPTER 3 BUILDING PLANNING SECTION R301 DESIGN CRITERIA WOOD STRUCTURAL PANELS NTH A MINIMUM THICKNESS OF%6"AND A MAXIMUM SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE Table P3201.7 PROVIDED.ATTACHMENTS SHALL BE PROVIDE IN ACCORDANCE WITH TABLE R301.2.1.2 OR SHALL BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE SIZE OF TRAPS FOR PLUMBING FIXTURES WITH THE PROVISIONS OF THE 20151.R.C. VENTED ATTICS WITH AIR PERMEABLE INSULATION Sec. P3103.1 - Roof Extensions Open vent pipes that extend through a roof shall be terminated not less than 6 inches above the anticipated PLUMBING FIXTURE TRAP SIZE INCLUDE BAFFLE ADJACENT TO SOFFIT AND SAVE snow accumulation, whichever is greater. Where a roof is to be used for an assembly, as a promenade, (MIN. IN. ) VENTS THAT EXTENDS OVER INSULATION (TYP. ) observation deck or sunbathing deck or for simple purposes, open vent pipes shall terminate not less than 7'-0" above the roof. BATHTUB (with or without Sec. P3103.2 — Frost Closure shower head and/or 1 1/2 Where 95% value for outside design temperature is 0 degrees F or less, vent extension through a roof or whirlpool attachments wall shall be no less than 3 inches in diameter. Any icrease in the size of the vent shall be made not Bidet 1 1/4 NOTE: less than 1 foot inside the thermal envelope of the building. PROVIDE ICE BARRIERS AS PER SEC. R905.1.2 L Clothes with standpipe 2 AND SHALL CONSIST OF A MINIMUM OF TWO LAYERS U3 L13 Dishwasher(on separate trap) 1 1/2 OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF- I I ADHERING POLYMER-MODIFIED BITUMEN SHEET IN I 1 Floor drain 2 PLACE OF NORMAL UNDERLAYMENT AND SHALL Kitchen sink(one or two EXTEND A MINIMUM OF 24" INSIDE THE EXTERIOR NO NOTCHES _j D traps, with or without WALL LINE. D16MAX. I PERMITTED I dishwasher and food waste 1 1/2 disposer) rD16AX. SHEATHING Laundry to one or more compartments) 1 1/2 AIR SHIELD Lavatory 1 1/4 FLOOR JOIST-CENTER CUT LIQUID FLASHING Shower (based on the totai D/4MAX. Z flow rate through g showerheads and bodysprays) Flow rate: T p W 5.7gpm and less 1 1/2 I more than 5.7gpm up to 12.3gpm 2 more than 12.3gpm up to 25.8gpm 3 D/3MAX AIR SHIELD more than 25.8gpm up to 55.6gpm 4 SEAL N.K. NOTE: <v �� yL 0 �5 TF ct 1 FILL JOINT WITH LIQUID FLASHING & CREATE 1" BAND MAX.DFROM NOTE: SUPPORT FLOOR JOIST-END CUTS g 1t1 ' o OVER THE JOINT AREA. DO NOT STRIKE FLUSH WITH SHEATHING SURFACE CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS J Y SHEATHING JOINT TREATMENT A OF UL 127 AND SHALL BE INSTALLED AND O' = , TERMINATED IN ACCORDANCE WITH THE 0 q MANUFACTURER'S INSTRUCTIONS AS PER SEC. R1005 D rF OFF �O NEB D/3 MAX. RAFTER CEILING JOISTS REQUIREMENTS TO IDENTIFY THE USE OF TRUSS TYPE CONSTRUCTION co PRE—ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION D/3MAX. M Y co W 00 = cO U M THE CONSTRUCTION TYPE 21N.MIN.FROM TOP cn DESIGNATION SHALL BE AND BOTTOM OF JOIST 1 , 11 , 111 , IV OR V PIPE OR CONDUIT TO INDICATE THE CONSTRUCTION D(ACTUAL DEPTH) CLASSIFICATION OF THE STRUCTURE Y UNDER SECTION 602 OF THE BCNYS CUTTING DRILLING AND NOTCHING DETAIL O Y SECTION 1265A SIGN OR SYMBOL >- „ i (A)EACH NEW RESIDENTIAL STRUCTURE AND EACH ADDITION TO OR REHABILITATION OF AN EXISTING RESIDENTIAL (E)THE SIGN OR SYMBOL INDICATING OF TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER OF JOISTS � O 6 DIAME ER STRUCTURE THAT UTILIZES TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THIS SUBDIVISION.(1)THE SIGN OR SYMBOL SHALL CONSIST p W > CONSTRUCTION SHALL BE IDENTIFIED BY A SIGN OR SYMBOL IN ACCORDANCE WITH THE PROVISIONS OF THIS PART. OF A CIRCLE SIX INCHES(152.4mm)IN DIAMETER,WITH A STROKE WIDTH OF 112 INCH(12.7mm). THE BACKGROUND Q z (B)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE ELECTRIC BOX ATTACHED TO THE OF THE SIGN OR SYMBOL SHALL BE REFLECTIVE WHITE IN COLOR. THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED _ z EXTERIOR OF THE RESIDENTIAL STRUCTURE;PROVIDED HOWEVER,THAT: IN COLOR,CONFORMING TO PANTONE MATCHING SYSTEM(PMS)#187. Lu O w (1)IF AFFIXING THE SIGN OR SYMBOL THE THE ELECTRIC BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX, (2)THE SIGNOR SYMBOL SHALL BE OF STURDY,NON-FADING,WEATHER RESISTANT MATERIAL;PROVIDED,HOWEVER, Q OR IF THE UTILITY PROVIDING ELECTRIC SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR THAT A SIGN OR SYMBOL APPLIED DIRECTLY TO A DOOR OR SIDELIGHT MAY BE A PERNAMENT NON FADING STICKER TOP PLATES O O= REFLECTIVE RED I I SYMBOL TO BE AFFIXED TO THE ELECTRIC BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR WALL OF OR DECAL. W cn PANTONE#187 THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX•AND (3)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC CONSTRUCTION TYPE DESIGNATION TO INDICATE THE O W � >- REFLECTIVE WHITE c� Q (2)IF NO ELECTRIC BOX IS ATTACHED THE EXTERIOR OF THE RESIDENTIAL STRUCTURE OR IF,IN THE OPINION OF THE CONSTRUCTION TYPE OF THE RESIDENTIAL STRUCTURE,AS FOLLOWS: � Z .- m AUTHORITY HAVING JURISDICTION,THE ELECTRIC BOX ATTACHED TO THE EXTERIOR OF THE BUILDING IS NOT LOCATED IN (i)IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE RCNYS,THE CONSTRUCTION TYPE A PLACE LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER DESIGNATION SHALL BE"V"AND BORED HOLE MAX. 11 IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE BCNYS,THE CONSTRUCTION TYPE DIA.40 PERCENT a EMERGENCY AT THE RESIDENTIAL STRUCTURE,THE SIGNOR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE (��) OF STUD DEPTH EXTERIOR OF THE RESIDENTIAL STRUCTURE IN A LOCATION APPROVED THE AUTHORITY HAVING JURISDICTION AS A DESIGNATION SHALL BE"I","II","III","IV",OR"V TO INDICATE THE CONSTRUCTION CLASSIFICATION OF THE LOCATION LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER STRUCTURE UNDER SECTION 602 OF THE BCNYS. EMERGENCY AT THE RESIDENTIAL STRUCTURE. (4)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC LOCATION DESIGNATION TO INDICATE THE LOCATIONS(S) s".. (C)THE SIGNOR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF CONTAINING TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION 5/8"MIN.TO EDGE OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. THE AUTHORITY HAVING JURISDICTION SHALL NOT ISSUE A CERTIFICATE STRUCTURAL COMPONENTS AS FOLLOWS: N OF OCCUPANCY OR CERTIFICATE OF COMPLIANCE UNTIL THE SIGNOR SYMBOL REQUIRED BY THIS PART SHALL (i)"F"SHALL MEAN FLOOR FRAMING INCLUDING GIRDERS AND BEAMS; 5la"MIN.TO EDGE Z J Z �O HAVE BEEN AFFIXED. (ii)"R"SHALL MEAN ROOF FRAMING;AND J W J p N (D)THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE SIGN OR SYMBOL REQUIRED BY THIS PART (iii)"FR"SHALL MEAN FLOOR FRAMING AND ROOF FRAMING. NOTCH MUST NOT J U N I AND SHALL PROMPTLY REPLACE ANY SUCH SIGN OR SYMBOL THAT IS AFFIXED TO AN ELECTRIC BOX WHEN ANY (5)THE CONSTRUCTION TYPE DESIGNATION SHALL BE PLACED AT THE 12 O'CLOCK POSITION OF THE SIGN EXCEED 25%OF W OR SYMBOL,OVER THE LOCATION DESIGNATION,WHICH SHALL BE PLACED AT THE SIX O'CLOCK POSITION OF THE STUD DEPTH � Z 0 CHANGE OR MODIFICATION IS MADE TO SUCH ELECTRIC BOX. THE PROPERTY OWNER SHALL PROMPTLY REPLACE THE W 0 SIGN OR SYMBOL REQUIRED BY THIS PART IF SUCH SIGN OR SYMBOL IS REMOVED OR BECOMES DAMAGED,FADED, SIGN OR SYMBOL. 0 0 BORED HOLES SHALL NOT BE IF HOLE IS BETWEEN 40/o AND 60/" W O 1/2 WORN OR OTHERWISE LESS CONSPICUOUS TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING THE A FIRE LOCATED IN THE SAME CROSS OF STUD DEPTH,THEN STUD MUST BE � to (D _ OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. THE PROPERTY OWNER SHALL KEEP THE AREA IN THE VICINITY SECTION OF CUT OR NOTCH IN DOUBLED AND NO MORE THAN TWO W r- -,.; STROKE ROOF FLOOR STUD SECCESSNE STUDS ARE DOUBLED W Z W 11 OF THE SIGNOR SYMBOL REQUIRED BY THIS PART CLEAR OF ALL PLANTS,VEGETATION,AND OTHER OBSTRUCTION THAT AND SO BORED Z MAY HIDE OR OBSCURE SUCH SIGN OR SYMBOL OR OTHERWISE CAUSE SUCH SIGN OR SYMBOL TO BE LESS CONSPICUOUS Q DESIGNATION FOR STRUCTURAL TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. V V I— (n COMPONENTS THAT ARE OF W W TRUSS TYPE CONSTRUCTION R F NOTE: CONDITION FOR EXTERIOR AND BEARING WALLS. O cl� U 0 FLOOR FRAMING , INCLUDING Q W W � DRILLING AND NOTCHING DETAIL W O Z J = = N F GIRDERS AND BEAMS W - Q W ¢ CN V OF STUDS 0- IIZ U 00 a 1— of . - R ROOF FRAMING F DWG NO F R FLOOR AND ROOF FRAMING ROOF AND FLOOR > 1 BUILDING INSPECTOR WILL VERIFY INSTALLTION OF SIGN I SYMBOL DURING FINAL INSPECTION. 14-1