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HomeMy WebLinkAbout51335-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#: 51335 Date: 10/30/2024 Permission is hereby granted to: Joshua Tanz 305 E 88th St Apt 6A New York, NY 10128 To: construct additions and alterations to existing single-family dwelling as applied for. Premises Located at: 830 Greenway E, Orient, NY 11957 SCTM# 15.-2-12 Pursuant to application dated 08/05/2024 and approved by the Building Inspector. To expire on 10/30/2026. Contractors: Required Inspections: Fees• Single Family Dwelling- Addition&Alteration $610.00 CO-RESIDENTIAL $100.00 Total S710.00 Building Inspector_ p`d9,CS TOWN OF SOUTHOLD —BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971 0959 � r Telephone (631) 765-1802 Fax (631) 765-9502 litt s:HNvwNv.sotitli ldioNvilil .gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use only 'D D �� PERMIT NO, Building Inspector: ALJC 024 Applications and farms m'ust"be filled out in their entirety. Incampiete applications w 1i nat be cceQted Where the,APplicant is not the owner,an ;> BUILDING DEFT. [�+iuner's'>RC'uthof�xation forrta(Pa 2j sFa11 becarrtptted 'SOWN-)F SOUTHOI Date: ,r Name: Jrofn 'j —ion-7- t l Y-CAcC q 125006ett SCTM #1000- Pro ject Address: cx?cA__j G;(Zxe t C.�Yq iffx1-t Ir1-1 Phone#: 2 03 �-4­1 Q '2)`b®q Email: a� � r I . a Mailing Address: C)"I Name: 'pro in 'T(_l nZ Mailing Address: 030 <D 'T ®►ner,"t r­�-4 11GE5-7 Phone#: 2 aZ-410 Z16 0 q Email: i +cl Y1'Z rir1CA 1 l co VVI D SIGN P t4 51flNAL INFt?I MATfQN1 Name: J6)Le IGGhIe-r Oe-0FhE-5rryc -% 1ddO c` CCnr-1fiI uti >A i �� Email: CPI ) Gti' Ccu � c�C) E1;y1 R'f_,F7RlV1A1`!ClI�I, Name: (;j Mailing Address: j &-Vb C�DC_R_ Y�)C1 I Phone#: Co,3 1 2.."7 4i. 8 2 1 q Em a i l:i n '6 Otq w c. a-) CJ rV-<4_ 60, �i/ I i r/ is r,i i � ii i ✓ i ����I�� ,�c�F� �P� sd�o>(ur���rc►r� ❑New Structure ❑Addition Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ I -z o 00 a Will the lot be re-graded? ❑Yes� N0 Will excess fill be removed from premises? ❑Yes 00 1 Generated by REScheck--Web Software Compliance ra I` Project TANZ (DORMER - CD8) 'e i a . Energy Code: 2018 IECC Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5999 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: 830 GREENWAY EAST Todd O'Connell ORIENT, NEW YORK 11957 TOC Architects 1200 Veterans Memorial Highway Suite 120 Hauppauge, New York 11788 (631)650-6666 todd@tocarchitects.com Compliance.- Passes using UA trade-off Compliance: 0.0%Better Than Code Maximum UA: 57 Your UA: 57 Maximum SHGC: 0.40 Your SHGC: 0.30 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, Envelope Iles Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter FLAT CEILING: Flat Ceiling or Scissor Truss 265 30.0 0.0 0.035 0.026 9 7 VAULTED CEILING: Cathedral Ceiling 250 21.0 0.0 0.048 0.026 12 7 WALLS: Wood Frame, 16" D.C. 400 15.0 5.0 0.053 0.060 17 20 WINDOWS:Vinyl Frame 71 0.270 0.320 19 23 SHGC: 0.30 Project Title: TANZ (DORMER - CD8) Report date: 10/28/24 Data filename: Page 1 of10 ARC r , , Compliance Stat hppsed i design described here is consistent wi wilding plans,specifications, and other calculations sub th thi�Oqf'm't a Ilk #on.The proposed In s ed to meet the 2018 IECC requirements in .REScheck Versi 'ES It W,ka' to corm ly with the rr to the REScheck Inspection Checklist. Name-Titlew ° Signature nor Date 02 Project Title: TANZ (DORMER -CD8) Report date: 10/28/24 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% 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. ae klon lewwr P1 ns, ew�fled F141dVerlfliW, !":r 4nsp ctl6n/P1ar�� +gv� ` . lve ontpllesI Comments/Assumptions s � /1°'��l/il,/%%%1�/%%%,�a„�yy��r� ��rl�Irr -i p _ Requirement . . 103.1, ,Construction drawings and ��� � ��f ��%�1,❑Com lies � will be met. 103.2 4documentation demonstrate l� ��, � �ty r��� ��� t>>� 1� ,� �,❑Does Not [PRl]i energy code compliance for theNot Observable � y gbuilding envelope.Thermal ❑ a N a l ,- �a �1, I a ❑Not Applicable envelope represented on , n � � � �'�t / r construction documents. 103.1, Construction drawings and �� j' 'l� �� �,�❑Complies a Requirement will be met. 103.21 idocumentation demonstrate �;� ��, ❑Does Not g 403.7 energycompliance for code � , o� ipf Not Observable [PR3] lighting and mechanical systems r, 1i1 �'�"❑ � N 9 9 Y ,��i� 1 � a� ��G l- ��� ❑Not Applicable a dSystems serving multiple pp dwelling units must demonstrate (compliance with the IECC �� �ll��t/✓�i ��,t � i !��^ Commercial Provisions. 1; 402J'# sized per ACCA Manual s based e Bt tang: Heating: o❑Complies ;Requirement will be met. 30 .�; ;Heating and cooling equipment is p r f Btu/hr ;❑Does Not on loads calculated per ACCA y Cooling: Cooling tlNot Observable Manual J or other methods Btu/hr K Btu/hr I approved by the code official. i 4❑Not Applicable a a s r r Additional Comments/Assumptions: 1 High Impact (Tier 1) Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: TANZ (DORMER - CD8) Report date: 10/28/24 Data filename: Page 3 of10 tior� � Fouod " n Inspe;tiop 1 C,o plies? Cor r ut ,/Assumlitions ....... _.... ,3 1 A protective covering is installed to Elcomplles ;Requirement will be met. F01, )l 'protect exposed exterior insulation 111Does Not d and extends a minimum of 6 in. below [JNot Observable grade. :[]Not Applicable Snow-and ice-melting system controls I lComplles ;Requirement will be met. ( installed. EDoes Not j G ®Not Observable i FDNot Applicable Additional Comments/Assumptions: 1 htllglro Impact(Tier 1) lwedium Impact(Tier 2l Low Impact(Tier Project Title: TANZ (DORMER - CD8) Report date: 10/28/24 Data filename: Page 4 of10 Section Plans Verified Field Verified # Framing'/ Rough-In Inspection Value Value Complies? Comments/Assumptions & Re .ID 402.1.1, Glazing U-factor(area-weighted U- U- ;❑Complies See the Envelope Assemblies 402.3.1, average). (❑Does Not w table for values. 402.3.3, i u ❑ 402.5 Not Observable o [FR2]1 I E]Not Applicable a U d u. tl u 4 p /�i rr r��i " ��/rl� rl �//� " 'l�lrl'r 303.1�3 w U-factors of fenestration products�;��� � ���`f���f '�� �lA�� p�j�� ❑Coin lies w Requirement will be met. [FR41 are determined in accordance p 1 { i� l/ ❑Does pNot Q q with the NFRC test procedure or ,,,rNot Observable - ^taken from the default table. iY ��%��/,� � ���{��/1 �,�1�� / �, ,r ,o 1, „ r I�1 / ❑Not Applicable 402.4.1.1 1 1 a installed barrier aed r d thermal her ualrerrier �r {'j {� �,/ 'J�/° r 'I" r ❑Complies IRequirement will be met. 23 [ ]1 per r i � If � f,;r ❑Does Not instructions. ❑Not Observable ❑Not Applicable 402.4.3 iFenestration that is not site built { rY `� {� �/�� /�) �,1� f� fir/ � 11�,r �'❑Complies ,Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/l.S.2/A440 ; ; [or has infiltration rates per NFRC � ��� � , � r � ���� fi �� �" �❑Not Observable e 1400 that do not exceed code ❑Not Applicable i j limits. {'(�' 40R16]5 sealed at housing/interior ng/iinghtingr finishfixtures es� ���� � ����� � ��� f '�� j�hV ❑Complies ;Requirement will be met, ❑Does Not and labeled to indicate <_2.0 cfm � � leakage at 75 Pa. �� ;' l i f � G,❑Not Observable , l J ` ' � ' s ;,r ❑Not Applicable i 403.3.1 Su I and return ducts in attics �'�� Y / ,rr;,Yy � r �Inrr��ry, ❑Com lies Requirement will be met. [FR12] insulated >= R-8 where duct is ���/ 6���1� �� { ` �,J1� ❑DoespNot >= 3 inches in diameter and >= 1, � I I Not Observable R-6 where < 3 inches. Supply and� � i" �� 1 � �f" ❑Not Applicable ;return ducts in other portions of y ,i /i l ✓„lf/ of ���i� i1 the building insulated >_ R 6 for ifor< 3 inches in diameter. ,/� % ��f�'' {, / diameter>= 3 inches and R-4.2 �i, 403 3.2 Ducts, air handlers and filter � ❑Com lies ;Requirement will be met. [FR13]1 Iboxes are sealed with f{j�� � �� r � �❑Does Not $joints/seams coin liant with ONot Observable w International Mecpanical Code or �� �� 1, pInternational Residential Code, as�Il �a �r, r �� a1EINot Applicable applicable, 403.3.5 Buildingcavities are not used as f 1 l°` ��,� ❑Complies ;Requirement will be met. 1 �1��l 1 f� )1111EIDoesu [FR15] ;ducts or plenums. � � � �� �'i � � r ' Not Observable {,?;',❑Not Applicable P 403.4 HVAC piping conveying fluids I R- R- nComplies Requirement will be met. [FR17]2 I above 105 °F or chilled fluids a �[]Does Not u below 55 °F are insulated to >_R- I o 3 ;❑Not Observable V' ❑Not Applicable 403.4.1 Protection of insulation on HVAC ����1/Y 1 ' /`lr/�)JJ1{ '/, I ��F%rf,9�l;�, � 'Requirement will be met. 1� �l� ��/� ill// P �� 1 �>I/��j��,������❑Complies q FR24 �a , 1 r [ ]1 piping. / ' � �1"' r �,�,�❑Does Not a ❑Not Observable ; w tlrlJ � l ❑Not Applicable Y 403.5� )Hot water pipes are insulated to n R- R- ❑Complies Requirement will be met, [FR181" >_R-3„ I❑Does Not g tl t ❑Not Observable R d❑Not Applicable u, ��� as " i' r r6l 1 � 7r�/� 403,6, Automatic or gravitydampers are �"ll��/I%��/�fG �, f �✓ �` ���rs�;%, Y❑Complies 'a Requirement will be met. [FR1.912 %"installed on all outdoor ai P y�/��� �T�/��/r� yt�f t rl 1if{� �❑Does Not intakes and exhausts. � yrl ❑Not Observable w Not Applicable G ,�„�,�vr�lr r,rn%ll„�����lr�a1���'.��Jl�l1,,, ����of��❑ 11 High Impact (Tier 1) 2 " Medium Impact(Tier 2) 3 Low Impact (Tier 3) Project Title: TANZ (DORMER - CD8) Report date: 10/28/24 Data filename: Page 5 of10 Additional Comments/Assumptions: 1 Ngh Impact(Tier 1) Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: TANZ (DORMER-CD8) Report date: 10/28/24 Data filename: Page 6 of10 eci�onfL 9. lrest la ion In pe tlon Plan�salepe' Fleld' alep fle� d. complies? Comme,"q"s/Assurnptio'ns e 0 �h pAll installed insulation is labeled �1��i��� �/�/° �%%�foi���i `�� ����%% ❑Complies Requirement will be met. ,�/ ' �n �� '��r �' � f �' ❑ oes Not Vfj' or the installed R-values l >' t, f, � �/ � � I provided. []Not.Observable ❑Not Applicable ... tl p p r 402.1.1, Wall insulation R-value. If this is a 4 R- R- ;❑Complies „See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the k Wood I Wood ,❑Does Not table for values. ❑ �❑ N 402.2.E nwall insulation on the wall y❑ Mass ❑ Mass [ Not Observable [IN3]1 pexterior,the exterior insulation 0w requirement applies (FR10). p❑ Steel ❑ Steel ❑Not Applicable 4 tl 4 Y u q Y M 4 303.2 Wall insulation is installed per iy% `' + ` % %'' 't1 °'l%% %',y% 1�//'// �Jflkomplies g Requirement will be met. [IN4]1 r manufacturer's instructions. �j, /��,�!,,y� � /��, �� 1 �f ���� ��[]Does Not Observable Not ❑ , l ij% i!�/ 1 , r ! Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) ";2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: TANZ (DORMER - CD8) Report date: 10/28/24 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. o - R- oDcornplies ISee the Envelope Assemblies 402.2.1, u u❑ Wood I❑ Wood UDoes Not „'table for values. 402.2.2, w❑ Steel I❑ Steel n❑Not Observable 402.2.6 [FI1]1 ❑Not Applicable u " ° / "l / o /1/J . a 303.1.1.1„pCeilin insulation installed per � ��� /�1l >)� ❑C+��r�plies ,Requirement will be met. 303.2 nmanufacturer's instructions. 1 �yl % s�i������� I,❑Does Not 8 [F1211 Blown insulation marked every �� / 1, iJ ❑Not Observable 300 ft2. J f'�J JJJ j / c 4 8 ❑Not Applicable ❑Complies 402.23 Vented attics with air permeable " Requirement will be met. �j� r [F122]2 insulation include baffle adjacent / f 7� i J� l ffJ Jf', �y❑Does Not gJir� r/' J'� „ Ito soffit and eave vents that f�J J t� � /��I❑ Not Observable C extends over insulation. f �,JI� Ja % f 'rrJ1 %�fl;i J❑Not Applicable 1 402.2.4 ;Attic access hatch and door I R- I R- ❑Complies (Requirement will be met. [F13]1 Iinsulation >_R-value of the I ❑Does Not I bl adjacent assembly. B 4 „ tlNot Observable a I (❑Not Applicable I 402.4.1.2 Blower door test @ 50 Pa. <=5 I ACH 50 = I ACH 50 = I❑Complies I Requirement will be met.,. [FI17]1 each in Climate Zones 1-2, and o G ❑Does Not d w<=3 ach in Climate Zones 3-8. 4 ; u ;❑Not Observable 4 „ u UNot Applicable a 403.3.3 tlDucts are pressure tested to cfm/100 I cfm/100 ❑Complies ;Requirement will be met. [F127]1 odetermine air leakage with 1 ft2 a ft2 UDoes Not veither: Rough-in test:Total pleakage measured with a d a❑Not Observable °pressure differential of 0.1 inch I e❑Not Applicable K 4.g. across the system including I I w tithe manufacturer's air handler E „ e (enclosure if installed at time of I y tl (test. Postconstruction test:Total I a aleakage measured with a I I pressure differential of 0.1 inch „ 4 I ow.g. across the entire system R 9 o including the manufacturer's air I I n p b 4 I handler enclosure. „ f 4 403.3.4 g Duct tightness test result of<=4 cfm/100 „ cfm/100 „❑Complies s Requirement will be met. [F14]1 cfm/100 ft2 across the system or d ft2 ft2 UDoes Not I<=3 cfm/100 ft2 without air I I 9 handler @ 25 Pa. For rough-in I a❑Not Observable n tests, verification may need to I (❑Not Applicable I 9occur during Framing Inspection. 9 9 J J h % � y J J �fJ f�i 403.3.2.1 'Air handler leakage designated %% >��o� � �� r<����,," �� / � ❑Com lies Requirement will be met. (F124]i I by manufacturer at <=2/0 of r,� ��yj 1���" �j� �J� ��❑Does Not q 'design air flow. J � �����a�� �i �✓ � t J rr �r di J r� ��i�d J ❑Not Observable ��,�, J� ,`�,� i�J�r�%���y.o%f f 1�'�i/J�r ��❑Not Applicable [F19] l installed for control of primary l/� �� ' J/ fJ � iJl ❑Complies „Requirement will be met. 408,1.1 ;Programmable thermostats �/f J f 1 ��l,Ol J lJ lJ J z �� � r ' � r 1 ❑Does Not „ ,!heating and cooling systems and J� ,f �J �" I g g y /v / ��� ��� J �J i � ❑Not Observable „ ,initially set by manufacturer to P r r' ❑Not Applicable I code specifications. ® r 463.71 2 J Heat pump p thermostat installed jrJ „ JJJirJ �J J j1 /�Yr ❑Complies I Requirement will be met. t � i 1 l l [F1101 ,,on heat um s. J IJ Jf�� l ❑Does Not x h ❑Not Observable ❑Not Applicable 443J5ill Y Circulating service hot water Q� J; �'��r'��'J`° �lJr�� 'r�r ❑Complies �IRequirement will be met. i� Ih�/1.Jrr r 1� li`, � I z � I v automatic or �' / � � ,� , l l �� Does Not [FI7,1J ,systems have l�J r�/>r��r�G r�i��r / � l tr r J 1�� ��%�Jx �a(� �r � `I accessible manual controls. 4p ❑Not Observable q ❑Not Applicable 11 High Impact(Tier 1) '2` Medium Impact (Tier 2) 3 Low Impact(Tier 3) Project Title: TANZ (DORMER - CD8) Report date: 10/28/24 Data filename: Page 8 of10 Section Plans Verified Field,Verified # Final Inspection Provisions' Value Value Complies? Comments/Assumptions & Re .ID y ��� , I �� �l���f❑Com lies a Requirement will be met. 403.6.I All mechanical ventilations stem 1 ��� 1��111 �1'� �i ,'r�, � �j� � f p [F125] fans not part of tested and listed ��1� ,�� , � ,� �� � �❑Does Not fl i HVAC equipment meet efficacy sand air flow limits per Table 9 ������lj❑Not Observable R403.6.1. ��� �r ❑Not Applicable 403,2 �Hot water boilers supplying �' 1 �l Complies !Requirement will be met. I y' 9 in heat �/ � r� � [F12612 Ithrough one-or two-pipe heating �1 �;❑Does Not systems have outdoor setback y � ; control to lower boiler water �� �� ' r r � � �� �;❑Not Observable temperature based on outdoor �� / �'� jj �0;❑Not Applicable j temperature. ''a ❑Com Re A Kies Requirement will be met. 403.5.1.1 o Heated water circulation systems P q [F128]2 shave a circulation pump.The j �'� � �� ❑Does Not system return pipe is a dedicated return pipe or a cold water supply l ; � f❑Not Observable i pipe. Gravity and thermos- �, ❑Not Applicable a fps hon circulations stems are not present. Controls forj ,circulating hot water system pumps start the pump with signal jfor hot water demand within the rl u occupancy. Controls automatically turn off the pump when water is in circulation loop � set-point temperature an n demand no demand for hot water i/ „mr 403.5;3.2 1Electric heat trace systems � l rl �' 11EICo "Iplies uRequirement will be met, [F129]2 comply with IEEE 515.1 or UL � �� ( /�� ❑Does Not o �515. Controls automatically ❑Not Observable adjust the energy input to the heat tracingto maintain the ❑Not A licable desired water temperature in the piping. U�1f���,y Il �., 7 �' �r 403.5-2 Demand recirculation water ✓" � i �i� f ) [°�� �1 �� ❑Complies Requirement will be met. z y 1� r/l � r r �� 1`6 [FI30] systems have controls that �/ � � � � � f �❑Does Not manage operation of the pump p ;and limit the temperature of the I � �� r r ,r ❑Not Observable p 1 �,1 ;1 j � ) ❑Nt Applic able water entering the cold water � �� /` 6 i piping to <= 1049F. 403.5;4 Drain water heat recovery units (J� ✓ ❑Complies n Requirement will be met. I [IF13112 ,tested in accordance with CSA '1 ��i ,❑Does Not B55.1. Potable water-side pressure loss of drain water heat ,l+ i 1 1' f�],❑Not Observable , '❑Not Applicable ,recovery units < 3 psi for individual units connected to one or two showers. Potable water- side pressure loss of drain water I heat recovery units < 2 psi for ti individual units connected toi` 1 ,three or more showers. 404.1 90/0 or more of p � 11 " , �,� 1� OComplies Requirement will be met. i o � [F161 fixtures have high efficacylam s �� j ❑Does Not a ❑Not Observable 1 ❑Not Applicable l ' w 1404.1.1 Fuel gas lighting systems ha Complies aRequirement will be met. [F123]3 :no continuous pilot light. Does Not w 1 P j 1 ' �i ❑Not Observable I ❑Not Applicable u AQ Compliance certificate posted, ��l, �r "ir, ry®Complies Requirement will be met. w ,j [FI7] '� �" / —Does Not g ❑Not Observable „ r lh I ❑Not Applicable u 1 High Impact (Tier 1) % Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: TANZ (DORMER - CD8) Report date: 10/28/24 Data filename: Page 9 of10 Sec l"af ins _... IaC�ailaxej,td � Ell ,eru:rei#Iial orrip COMme4s/Assumptiont ron �� Ir��� f li i rid r , 303.3 gManufacturer manuals for /l� ��'�°ii�%" `ii����i/,i%,f�� 1� i ��/�,a;r1���)C4Campli ��s� �Regui�°e�rtent will la��met. Gy /1 � l lr o J (Iµl�. l�' mmechanical and water heating f � ��` r�l��/J�/1���` ' ��`�� ,�al��/F]Doe Not ;systems have been provided. 0N„ot Observable []Not Applicable liable Additional Comments/Assumptions: 11 High impact(Tier 1) Medium Impact(Tier 2) 3 Low Impact(Tier ) Project Title: TANZ (DORMER - CD8) Report date: 10/28/24 Data filename: Page 10 of10 20118 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 20.00 Below-Grade Wall 0.00 Floor 0.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Door Rating U-Factor SHGC Window 0.27 0.30 Door CoolingHeating & - Heating System: Cooling System: Water Heater: Name: Date: Comments (�f ►T dO t: [l) � w k �L My rl IV 1 4 uY �_ _ •,C � � T . ,..•.., AI • 7�F N V ti •i.O u U r R O O p IA t'z y r sw *, C uai 0. CERTIFICATE OF LIABILITY INSURANCE DATE`MM/DD/YYYY) 0712912024 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 WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement o. PRODUCER CONTACTEric Kirk NAf fEt ........ 631 727 Kirk Associates LTD PHONE 7767 F/1X Nz�; 631-727-7941 18 First Street DDRI kirk.aSS I Vcgo GrIoan-national.cDm INSURER S AI FOROIN6 COVERAGE NAIL Riverhead NY 11901 INSURERA: FARM FAMILY CASUALTY INSURANCE 13803 INSURED INSURERS: UNITED FARM FAMILY COMPANY 29963 AGW CONSTRUCTION INC INSURERC: 1675 Tuckers Ln INSURER D: INSURER E: Southold NY 11971 INSURER F: COVERAGES CERTIFICATE NUMBER., REVISION NUMBER: 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. INSR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICYNUMBER JJdMIDDNYYY1 (MMR!a= LIMITS A X COMMERCIAL GENERAL LIABILITY X 31031_7814 03/22/2024 03/22/2025 EACH OCCURRENCE $ 1,000,000 + + CLAIMS-MADE E]OCCUR PRIG r $ 100,000 MED EXP An one person) $ 5,000 CONTRACTUAL LIABILTIY PERSONAL a ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY PEST LOC PRODUCTS-COMP/OP AGG $ 2,000,000, OTHER: I 1 1 $ B AUTOMOBILE LIABILITY 3101C8138 08/05/2023 08/05/2024 COMBINED ScIdent) LIMIT $ 300,000 y ANY AUTO I(EsBODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PR F DAMAGE AUTOS ONLY AUTOS ONLY Pet accideat $ $ UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ B WORKERS COMPENSATION 3103W9626 03/22/2024 03/22/2025 X STATl1T OT AND EMPLOYERS'LIABILITY YIN TER ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 100,000 OFFICERIMEMBEREXCLUDED? NIA �. (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 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 Josh Tanz THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 830 Greenway East, ACCORDANCE WITH THE POLICY PROVISIONS. Orient NY 11957 AUTHORIZED REPRESENTATIVE KIRK ASSOCIATES LTD ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD inn" -4 k'e'H_1'_T'E C-T_ S TODD O'CON N ELL EXISTING FRAMING I ARCHITECT P.C. TODD O'CONNELL, AIIA • 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P(631)650-6666 F(631) 650-6667 C(516)658-0325 rrj-,f ac-,rrj 11 ExisTiNe (c, EXISTING 15TIN — r FRAMING WOOD PECK Al EXISTING EXISTING OUTDOOR O 5 OUTDOOR SHOWER H A A V (2)2xIO W 2xIO (2)2xIO (2)2xIO EX15TIN5 FRAMING EXISTING EXISTING EXISTINGEX1511119 EXISTING SPAN 4 DIRECTION DOM R __j 1 7-\�1 L__ 0 :FF I I I p I lim r1fl I - I I # EX5UW IST. z 0 • r r o I O . ® F- x x EXISTING EXISTING !P Oa O F_XI5TIN6 EX15TIN& EXISTING SUPPORT I N uJ DINING ROOM KITCHEN BATH BEDROOM z 0 1 10 — L z MUD ROOM EXIST. OIL VAWK P TAW EXISTING COLUMNS TO REMAIN ST. EAST M Le 61 EXIST. rxns I Q s exisn"t11S11!�15.x2I5TEEI_ I-SEAM 0 r J1_— _ I --. ExisnNe musH ......... EXISTING EXISTINS(2)2x& EXISTINC,(15)2x&N.IP) 'OSW('5) 1%"x LVL (5) 1 x'7y_tv1 L _J EXISTIN95 �XISTIW7 CLOSET CLOSET ExisTIN&seAm To TERMINATE 0 EXISTING COLUMN an's L ExisTINO COLUMNS TO RMEHAIX. ;Y'4 NEW%,o sn-.coL.vom To EX15TINS FASTEN TO N54 BEAM FOOTING(141P) <ts 12'x 24'P.COW-.IF 9 EXIST. 24JUp 51 09 ExivnNS EXISTING SUPPORT EXISTING UNFIN15HED BASEMENT LIVINO ROOM EXISTINS zs) lu BEDROOM ExisTINS OARAOE 0 r ISTI�116(2)2.,r L El" I 15F EXISTING SLAB WASTE < < F- - - - - - - - - - EXISTING EXISTING EXISTING EXISTING EXISTING EX15TINIS A WOOD PORCH A V9 9 z 7 7 EXISTING GARAGE DDOOREX15TI"FRAMING L,I f 43 %j j- j F -f- :7 : -A z n () W 0 0 Q1z FOUNDATION PLAN FIRST FLOOR PLAN 50ALE: 1/4" = 1'-0" 50ALE: 1/4"' = 1'-0" GENERAL NOTES WALL KEY STAIRS 4 GUARD NOTE: I. ALL HABITABLE ROOMS AND CORRIDORS SHALL BE SUPPLIED WITH FIRE/SMOKE AND cf. ALL FRAMING SHALL COMPLY WITH THE :2015 HOOD FRAME CONSTRUCTION MANUAL. (TO COMPLY WITH 2020 R.C. OF N-�I`5 R5114R51:2) EX15T TO BE REMOVED CARBON MONOXIDE DETECTORS WITH BATTERY BACKUP AS PER NFPA 72 AND 2020 NEW -STAIRWAYS SHALL NOT BE LESS THAN 56" EXIST TO REMAIN YORK STATE BUILDING COPE SEC.. R514 AND R515. EXISTING DWELLING UNDERGOING 10. ALL EXTERIOR PORCH/DECK/ STAIR FRAMING TO BE A00 LUMBER-U.O.N. REPAIR,ALTERATI(�;)N, AND/OR ADDITION SHALL BE PROVIDE WITH SMOKE ALARMS AS PER IN CLEAR WIDTH ABOVE THE PERMITTED NEK WOOD FRAME CN5T LU APPENDIX J. CARBON MONOXIDE ALARMS TO BE IN ACCORDANCE WITH SECTION C115 OF THE 11. ALL ELECTRIC TO REMAIN AND MODIFIED TO ACCOMMODATE NEWCONSTRUCTION. FINAL HANDRAIL HEIGHT AND BELOWTHE REQUIRED 4"x4" P05T UNLE55 OTHERWISE It , 2020 NEW YORK STATE FIRE CODE ( CARBON MONOXIDE ALARM TO BE PROVIDE ON EACH ELECTRIC TO BE DETERMINE IN THE FIELD HEADROOM HEIGHT 1-511 NOTED FLOOR WITHIN 15 FEET OF SLEEPING AREA, ANYWHERE CONTAINS CARBON MONOXIDE SOURCE) 12. ALL ANCHORS STRAPPING AND CONNECTORS AND HARDWARE TO BE 5IMP50N STRONG -MINIMUM HEADROOM HEIGHT TO BE "(5 M HOLD DOWN AS NOTED z 2. ALL ELECTRIC, HORK SHALL BE PERFORMED IN STRICT ACCORDANCE HITH THE LATEST TIE OR AN APPROVED MANUFACTURE AND TO BE INSTALLED AS PER MANUFACTURE HRITTEN -MAX RISER SHALL NOT EXCEED &Y4 -MIN TREAD SHALL NOT BE LE55 THAN Cl" 55 CFM FAN TO EXTERIOR W EDITION OF THE N.E.C. INSTRUCTIONS- UNLE55 OTHERWISE NOTED -STAIR PROFILE: N05IN05 SHALL NOT BE HARD WIRED SMOKE 1< 5. ALL CONDITIONS AND DIMENSIONS TO BE VERIFIED IN FIELD BY THE GENERAL 13. ALL ENGINEERED LUMBER TO BE CLADDED AND SEAL AS REQUIRED TO PROTECT LESS THAN 514" NOR MORE THAN 114" O DETECTOR K/BATTERY CONTRACTOR AND REPORT ANY DISCREPANCIES TO ARCHITECT PRIOR TO START OR AGAINST THE HEATHER ENVIRONMENT -HANDRAILS SHALL BE PROVIDED ON AT BACK-UP 7 I_ HARD WIRED CARBON MONOXIDE Oluz CONTINUATION OF WORK LEAST ONE SIDE OF EACH STAIRWAY WITH DETECTOR K/ BATTERY BACK-UP I I 14. ALL INTERIOR DOORS SHALL RECEIVE (2) 2X5 HEADERS - UNLE55 OTHERWISE NOTED- TWO OR MORE RISERS. TOP OF HANDRAIL MIN 12* A.F.F. AS PER LU 4. NO 5ALV. NAILS OR CONNECTORS IN A00. LUMBER ARE PERMITTED. ALL CONNECTORS PACK OUT HEADERS TO FIT IN HALL AS REQUIRED SHALL NOT BE LESS THAN 54" AND NOT 2020 RESIDENTIAL CODE OF NYS TYPICAL INTERIOR WALL CONSTRUCTION: TYPICAL EXTERIOR K64LL CONSTRUCTION, DENOTES EGRESS WINDOW 2x4 WALL STUD 0 16" O.C. 4 1/2" GYPSUM 2x4 HOOD STUDS a 1611 O.C. K/R-15 Ho AND FASTENERS FOR ACa LUMBER MUST BE STAINLESS STEEL OR HOT PIPPED GALVANIZED MORE THAN 55". ALL RE0UIf;?J-=r,> HANDRAILS BOARD.PROVIDE 1/2" MOISTURE RESISTANT UN-FACED GATT INSULATION, 1/2' INTERIOR 5-1955. 15. ALL NEW WINDOWS AND EXTERIOR DOORS IN NEW ADDITIONS SHALL RECEIVE (2) :2XI0 SHALL BE CONTINUOUS TO THE FULL LENOHT 6YP. ED.OR CEMENT ED. ON WET ROOM SIDE GYP. BD. (SEE sprzincAnoN AND NOTES), HEADER5-UNLESS OTHERWISE NOTED OF STUD MEN APPLICABLE 1/2' EXTERIOR PLYWOOD SHEATHIN6,AIR N 5. AS PER N.Y.5. COPE SEC. R310 EACH HABITABLE ROOM SHALL HAVE AT LEAST ONE OF THE STAIRS FROM DIRECTLY ABOVE THE INFILTRATION BARRIER AND SIDIN6 AS SHOWN TOP RISER OF A FLIGHT To A POINT NOTE= UPGRADE EXISTING CONDITIONS TO ON ELEVATIONS APPROVED BY ARCHITECT OPERABLE WINDOW FOR EMERGENCY EGRESS WITH A MINIMUM CLEAR OPENING OF 5.1 50. FT. 16. ALL NEW WINDOWS AND DOORS ARE TO BE ANDERSEN 400 SERIES - WHITE FRAME- MATCH CONDITIONS INDICATED ON PLANS. SECTION AJ104 REVIEW BOARD. PROVIDE U20 RIC71D (GRAPE FLOOR OPENINGS SHALL HAVE A MINIMUM CLEAR OPENING OF 5.0 50. FT). THE MIN. TRIPLE PANE- LOW-rz- WITH GRILLES- COORDINATE WITH OWNER- MODEL NUMBERS ARE DIRECTLY ABOVE THE LOWEST RISER OF THE ENERGY EFFICIENCY INSULATION BOARD BEHIND SIVINO HT. OF OPENINGS TO BE :24" AND MINIMUM WIDTH TO BE 20" AND THE BOTTOM OF OPENINGS DESIGNATED ON PLAN- INSTALL ACCORDING TO MANUFACTURE SPECIFICATIONS FLIGHT.OHT. ENDS SHALL BE RETURNED OR SHALL ALTERATIONS,RENOVATIONS,REPAIRS To TERMINATE IN NEWEL POSTS OR SAFETY NOTE CONDITIONS DRAM AND NOTED AS ROOF/CEILIN6,WALL OR FLOOR CAVITIES 7- NO HIGHER THAN 5'-5" A.F.F. EXISTING ARE TO BE CONFIRMED AT START OF WHICH ARE INSULATED TO FULL DEPTH WITH NOTE ALL HEATING LINES,BASEBOARDS, DUCT NOTIFIED F.rll=] 1-1. WHERE RAFTERS AND JOISTS FRAME INTO OTHER HOOD BEAMS, PROVIDE 12 GAGE TERMINALS. HANDRAILS ADJACENT TO A WALL CONSTRUCTION. ARCHITECT 15 To BE NOTIFIED INSULATION HAVING A MINIMAL NOMINAL VALUE WORK,ETC. TO BE INSTALLED AND MODIFIED (b. ALL HOOD POSTS SHALL BE BUILT UP WITH (2) 2X4'5 NAILED TOGETHER W 10d NAILS a GALVANIZED I ZEP STEEL JOIST I ST HANGERS 5ER5 AND STRAPS AND WHERE HOOP BEAMS FRAME I NTO SHALL HAVE A SPACE OF NOT LESS THAN V2" IMMEDIATELY OF ANY DISCREPANCIES OF R­5.OANC+4. AS REWIRED TO ALLOW FOR NEW CONSTRUCTION. HVA0 CONTRACTOR To FILE a" O.C. UNLESS OTHERWISE NOTED OTHER HOOD BEAMS, PROVIDE -7 GAGE GALVANIZED STEEL SADDLE TYPE HANGER BOLTED BETWEEN THE WALL AND THE HANDRAIL. SEPARATE APPLICATION AM PLAN LAYOUT I THROUGH BEAMS- ALL HANGERS, STRAPS, ANCHORS, ETC. SHALL BE MANUFACTURED BY HANDRAILS SHALL NOT PROJECT MORE THAN NOTE COORDINATE ALL FINISH MATERIALS NOTE ALL EXISTING PLUMBIN6,ELECTRICAL, of ALL HEATINWOOOLIN& LINES AND 5IMP50N STRONG TIE. KITH CLIENT PRIOR TO CONSTRUCTION(PLOOR MECHANICAL,ETC.THAT INTERFERES WITH NEW F-OUIFIVIENT WITH LOCAL MUNICIPALITY -7. ALL NEW DOOR t WINDOW HEADS TO BE MOUNTED TO MATCH EX. ON FIRST FLOOR (&'-all 4Y2" ON EITHER SIDE OF THE STAIR4,qAY. WORK TO BE REROUTED,MODIFIED,REMOVED, P vi to CEILINO,KALL5,ETC) ETC.AS REQUIRED TO ESTABLISH PROPER V.I.F) AND NEW SECOND FLOOR AT 6-5" - UNLE55 OTHERWISE NOTED -OUAIRDS/RAILINOB ARE REQUIRED FOR ANY NOTE I&. ALL ENGINEERED LAMINATED HOOP BEAMS SHALL BE MANUFACTURED BY WORKINGCONDITION(VERIFY ALL CONDITIONS SMOKE DETECTORS TO BE PROVIDED IN ISEOROIA-PACIFIC AND SHALL BE INSTALLED AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS SURFACE 50" ABOVE FLOOR OR GRADE. NOTE LEVEL FLOORS 4 CEILINGS AS IN FIELD) A" BEDROOMS AS PER CODE. ri 10 z 5. ).2 ALL NET/ TILE AREAS IN BATHROOM/KITCHEN SHALL RECEIVE " CEMENT 5D. AND ALL -GUARDS/RAILINGS SHALL NOT HAVE A OAF < (b OTHER AREAS IN BATHROOM/LAUNDRY/KITCHEN SHALL RECEIVEX:2" MOISTURE f;ZE515TANT OY P. AND SPECIFICATIONS OR APPROVED EOUAL. Br;). OF PASSAGE OF MORE THAN 4 NOTE DOUBLE ALL FLOOR JOISTS UNDER [bpM; PROVIDE ELECTRIC TO AL.L. APPLIANCES NOTE EXISTINO HVAC TO BE UTILIZED AND PARALLEL PARTITIONS TO MANUFACTURE SPECIFICATIONS REROUTED AS REQ. 1P L o 4 AR�'H'lTECµT»5' TODD O'CONNELL 1. ARCH ITECT P.C. , - TODD O'CONNELL, AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P(631) 650-6666 F(631) 650-6667 C(516)658-0325 fi'ri 31 � NOTE. AL.WINDOWS IN BATHROOM SHALL HAVE TEMPERED&LASS i A VINYL FRANE 14'-6" b - - - - -3' f� EQ 3' bff �c-EQ 7' 6ff _..._...,..._,w._._. _. •V47H3046 •WDH3046 1064^425 W/T.6 f _..__v ,....'_.... (2)2xb HDR (2)2xb HDR --,. ?)2xb HDR (2)2cD NOR I CC I z t- m I 4 I I � o lu ( to _ t PROPoSEv _ ..v.,.. BATH -......... _ P VI E Ic � TE SHI o _.. . ................... ____ __________ _____ _ __ ____ _ ________ - I M O IG E ,a; TI ROOF I r--- -- �O � � I� � � N V� W NE F O sH L:D � � z0 }- _'. ._. z 1 I i _ F- O I ! ii � ry I lD ! z O ® I z v ......__ lu RENOVATED RENOVATED I = J X # 1 N a J z a PLAYROOM I i STUDY ( m I i x �= x m in ,� w a. N I �0 1 , ,o m _ w -I - 3/ r'll x I d � - - 2�I 8 ff u I o ° __. . _ d w EXI TIN 2X5 RID ' tY] 2°x6a o,�_ sfx6a I I i w - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �� �Nm , TYPICAL EXTERIOR WALL CONSTRUGTION� ! IDE FLASHI A - .W.......... � I REQUIRED _� _.,..- . .... i 16"O X I O 2xb WOOD STUDS• G.W/R-IS HD TYPICAL INTERIOR WALL CONSTRUCT ON: - ` . `. PRO p UN-FACED BATT INSULATION,In" INTERIOR 2x4 WALL STUD m I6" O.G. d 1/2" GYPSUM 4 a 1/ N6 5 GYP.BD.(SEE SPECIFICATION AND NOTE-5), - ff I ' N RI - . AT ALL RIDGES _ .,._....... .... ...,_,._. PROPOSED BOARD.PROVIDE 1/2 MOISTURE RES�STANT �- 1/2"EXTERIOR PLYWOOD SHEATHING,AIR d O GYP. BD. OR CEMENT BD.ON WET ROOM SIDE INFILTRATION BARRIER AND 510INO AS OL05ET I I OF STUD WHEN APPLICABLE I , 4 T. 5HOWN ON ELEVATIONS.PROVIDE I R1610 �1- - :.. INSULATION BOARD BEHIND SIDING 1 N p 0 IL in 5'-6" ° , b o m VIDE ICE PROTECTION AS PER 2020 NYSRC-R4o5.1.� ICE BARRIERSin - I PROVIDE CONSISTS OF AT LEAST 2 LAYERS OF UNDERLAYMENT CEMENTED ; I -i-m -O- _..._ - MODIFIED T R OR A SELF ADHERING POLYMER 91TUMEN SFfEL'T TO _ 24" IN5 5 EDGE TO A MIN. OF IDE THE EXTERIOR WALL � Q , _. -ROOF LESS THAN 4.5.12 PITCH MUST ICE SHIELD I d EXTEND ROOF. ROOF 8�12 OR STEEPER REQUIRES MIN 5 FT.FROM EAVE EDGE - _ N ��d �d10Q�OU 0 _....... „ 3 } E _ 1 I S 3 j I I I 3 € [ S _ A ; ; fN I 3 f I I A Z - ( F , i I I I , I , , i � J ZO z 0 F N N z N � O O F- SF_00`1i4 7 FLOOR PLAN ROOF PLAN Ma 50ALE: 1/4" = 1'-0" 50ALE: 1/4" = 1'-0" GENERAL NOTES WALL KEY STAIRS I GUARD NOTE: — — EXIST TO BE REMOVED 1. ALL HABITABLE ROOMS AND CORRIDORS SHALL BE SUPPLIED WITH FIRE/SMOKE AND a. ALL FRAMING SHALL COMPLY WITH THE 2015 WOOD FRAME CONSTRUCTION MANUAL. (TO COMPLY WITH 2O20 R.G. OF NY5 R31 I�R512) CARBON MONOXIIE DETECTORS WITH BATTERY BACKUP AS PER NFPA 72 AND 2020 NEW (STAIRWAYS SHALL NOT BE LESS THAN 56" EXIST TO REMAIN YORK STATE BUILDING GODS BEG. R514 AND R515. EXISTING DWELLING UNDERGOING 10. ALL EXTERIOR PORCH/DECK/ STAIR FRAMING TO BE AGO LUMBER-U.O.N. IN CLEAR WIDTH ABOVE THE PERMITTED NEW WOOD FRAME GNST REPAIR,ALTERATIION, AND/OR ADDITION SHALL BE PROVIDE WITH SMOKE ALARMS AS PER APPENDIX J. CAR.50N MONOXIDE ALARMS TO BE IN ACCORDANCE WITH SECTION 915 OF THE II. ALL ELECTRIC TO REMAIN AND MODIFIED TO ACCOMMODATE NEW CONSTRUCTION. FINAL HANDRAIL HEIGHT AND BELOW THE REQUIRED „ 4 x4 POST UNLESS OTHERWIS)= 2020 NEW YORK STATE FIRE CODE ( CARBON MONOXIDE ALARM TO BE PROVIDE ON EACH ELECTRIC TO BE DETERMINE IN THE FIELD HEADROOM HEIGHT ® NOTE Uj FLOOR WITHIN 15 FEET OF SLEEPING AREA, ANYWHERE CONTAINS CARBON MONOXIDE SOURCE) -MINIMUM HEADROOM HEIGHT TO BE �6'-8" ® HOLD DOWN A5 NOTED r 12. ALL ANCHORS, STRAPPING AND CONNECTORS AND HARDWARE TO BE 51MI-50N 5TRONG -MAX RISER SHALL NOT EXCEED SY4 }- 2. ALL ELECTRIC WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE LATEST TIE OR AN APPROVED MANUFACTURE AND TO BE INSTALLED AS PER MANUFACTURE WRITTEN -MIN TREAD SHALL NOT BE LF-55 THAN 9" ® 55 GFM FAN TO EXTERIOR _ EDITION OF THE i`d.E.G. INSTRUCTIONS- UNLESS OTHERWISE NOTED -STAIR PROFILE: NO51NO5 SHALL NOT BE O �K— HARD WIRED SMOKE 5. ALL CONDITIONS AND DIMENSIONS TO BE VERIFIED IN FIELD BY THE GENERAL 15. ALL ENGINEERED LUMBER TO BE CLAPPED AND SEAL AS REQUIRED TO PROTECT LESS THAN 5/4." NOR MORE THAN V4" O DETECTOR VV BATTERY CONTRACTOR AND REPORT ANY DISCREPANCIES TO ARCHITECT PRIOR TO START OR AGAINST THE WEATHER ENVIRONMENT -HANDRAILS SHALL BE PROVIDED ON ATBACK Q Z CONTINUATION OF WORK LEAST ONE SIDE OF EACH STAIRWAY WITH UP HARD WIRED CARBON MONOXIDE ul DETECTOR W/BATTERY BACK-UP I I 14. ALL INTERIOR DOORS SHALL RECEIVE (2) 2X8 HEADERS - UNLE55 OTHERWISE NOTED- TWO OR MORE RISERS. TOP OF HANDRAIL MIN 12" A.F.F. AS PER ja-1 n 2020 RESIDENTIAL CODE OF NY5 TYPICAL INTERIOR WALL CONSTRUCTION: TYPICAL EXTERIOR WALL GON5TRUGTION: !� 4. NO GALV. NAILS OR CONNECTORS IN AGQ. LUMBER ARE PERMITTED. ALL CONNECTORS PACK OUT HEADERS TO FIT IN WALL A5 REQUIRED SHALL NOT BE LE55 THAN 54 AND NOT AND FASTENERS FOR ACG LUMBER MUST BE STAINLESS STEEL OR HOT DIPPED GALVANIZED MORE THAN 58". ALL REQUIRED HANDRAILS DENOTES EORE55 WINDOW 2x4 WALL STUD • 16" O.G. d 1/2" GYPSUM 2x4 WOOD STUDS• 16. O.G, W/R-15 HD O (n BOARD. PROVIDE 1/2" MOISTURE RESISTANT UN-PAGED GATT INSULATION, 1/2' INTERIOR �VJ G-185. 15. ALL NEW WINDOWS AND EXTERIOR DOORS IN NEW ADDITIONS SHALL RECEIVE (2) 2X10 SHALL BE CONTINUOUS TO THE FULL LENOHT GYP. BD. OR CEMENT BD. ON WET ROOM SIDE GYP. BD. (SEE SPECIFICATION AND NOTES), — HEADERS-UNLESS OTHERWISE NOTED OF STUD WHEN APPLICABLE 1/2' EXTERIOR PLYWOOD SHEATHIN6,AIR OL NOV 5. AS PER N.Y 5. CODE SEC. R510 EACH HABITABLE ROOM SHALL HAVE AT LEAST ONE OF THE STAIRS FROM DIRECTLY ABOVE THE INFILTRATION BARRIER AND SIDING A5 SHOWN O TOP RISER OF A FLIGHT TO A POINT NOTE UPGRADE EXISTING CONDITIONS TO ON ELEVATIONS APPROVED BY ARCHITECT O OPERABLE WINDOW FOR EMERGENCY EGRESS WITH A MINIMUM CLEAR OPENING OF 5.7 50. FT. 16. ALL NEW WINDOWS AND DOORS ARE TO BE ANDERSEN 400 SERIES - WHITE FRAME- MATCH CONDITIONS INDICATED ON PLANS. SECTION AJI04 REVIEW BOARD. PROVIDE 1/2" RIOD DIRECTLY ABOVE THE LOWEST RISER OF THE ENERGY EFFICIENCY INSULATION BOARD BEHIND SIDING Vn •� (GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM CLEAR OPENING OF 5.0 50. FT.). THE MIN. TRIPLE PANE- LOW-E- WITH GRILLES- COORDINATE WITH OWNER- MODEL NUMBERS ARE FLIGHT. ENDS SHALL BE RETURNED OR SHALL ALTERATIONS, D_ HT. OF OPENINGS TO BE 24" AND MINIMUM WIDTH TO BE 20" AND THE BOTTOM OF OPENINGS DESIGNATED ON PLAN- INSTALL ACCORDING TO MANUFACTURE SPECIFICATIONS RENOVATIONS REPAIRS TO " TERMINATE IN NEWEL POSTS OR SAFETY NOTE' CONDITIONS DRAWN AND NOTED AS �H ARE IINNSULATEDOR FLOOR CAVITIES TO FULL DEPTH P41TH NOTE ALL HEATING LINES,BASEBOARDS,DUCT � z NO HIGHER THAN 5-8 A.F.F. EXISTING ARE TO BE CONFIRMED AT START OF 17. WHERE RAFTERS AND JOISTS FRAME INTO OTHER WOOD BEAMS, PROVIDE 12 SAGE TERMINALS. HANDRAILS ADJACENT TO A WALL CONSTRUCTION. ARCHITECT 15 TO BE NOTIFIED INSULATION HAVIN6 A MINIMAL NOMINAL VALUE WORK,ETC. TO BE INSTALLED AND MODIFIED " IMMEDIATELY OF ANY DISCREPANCIES OF R-5.0/INCH. AS REQUIRED TO ALLOW FOR NEW 6. ALL WOOD POSTS SHALL BE BUILT UP WITH (2) 2X4'S NAILED TOGETHER W/ IOd NAILS GALVANIZED STEEL JOIST HANGERS AND STRAPS AND WHERE WOOD BEAMS FRAME INTO SHALL HAVE A SPACE OF NOT LESS THAN IY2 CONSTRUCTION. HVAC CONTRACTOR TO FILE ra 8" O.G. UNLESS OTHERWISE NOTED OTHER WOOD BEAMS, PROVIDE 7 GAGE GALVANIZED STEEL SADDLE TYPE HANGER BOLTED BETWEEN THE WALL AND THE HANDRAIL. SEPARATE APPLICATION AND PLAN LAYOUT THROUGH BEAMS- ALL HANGERS, STRAPS, ANCHORS, ETC. SHALL BE MANUFACTURED BY HANDRAILS SHALL NOT PROJECT MORE THAN >�: COORDINATE ALL FINISH MATERIALS 1�: ALL EXISTING PLUMBING,ELECTRICAL, OF ALL HEATING/GOOLING LINES AND �� SIMP50N STRONG TIE. MECHANICAL ETC.THAT INTERFERES WITH NEW EQUIPMENT WITH LOCAL MUNICIPALITY 7. ALL NEW DOOR $ WINDOW HEADS TO BE MOUNTED TO MATCH EX. ON FIRST FLOOR (6 -8 I. WITH CLIENT PRIOR TO CONSTRUCTION(FLOOR, - (V jjl tu 4Y2 ON EITHER SIDE OF THE STAIRWAY. CEILING,WALLS,ETC) WORK TO BE REROUTED,MODIFIED,REMOVED, O V.I.F.) AND NEW SECOND FLOOR AT 6 -8 - UNLESS OTHERWISE NOTED -GUARDS/RAILINGS ARE REQUIRED FOR ANY ETC.AS REQUIRED TO ESTABLISH PROPER ry O 1.5. ALL ENGINEERED LAMINATED WOOD BEAMS SHALL BE MANUFACTURED BY WORKING CONDITION VERIFY ALL CONDITIONS NOTE SMOKE DETECTORS TO BE PROVIDED IN O z GEORGIA-PACIFIC AND SHALL BE INSTALLED AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS SURFACE 50" ABOVE FLOOR OR GRADE. NOTE; LEVEL FLOORS t CEILINGS AS REQUIRED IN FIELD) ALL BEDROOMS AS PER CODE• cV m N z 8. ALL NET/ TILE AREAS IN BATHROOM/KITCHEN SHALL RECEIVE Y.2 CEMENT BD. AND ALL AND SPECIFICATIONS OR APPROVED EQUAL. -GUARDS/RAILINGS SHALL NOT HAVE A GAP Q Q IU OTHER AREAS IN BATHROOM/LAUNDRY/KITCHEN SHALL RECEIVE J/" MOISTURE RESISTANT GYP. OF PASSAGE OF MORE THAN 4" ~ ILI BD 1�: DOUBLE ALL FLOOR JOISTS UNDER NOTE PROVIDE ELECTRIC TO ALL APPLIANCES N=: EXISTING HVAG TO BE UTILIZED AND Q PARALLEL PARTITIONS TO MANUFACTURE SPECIFICATIONS REROUTED AS REQ. # � o �' Q APCH17EC`7S TODD O'CONNELL _( I ARCH ITE CT P.C. TODD O'CONNELL, AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P(631)650-6666 F(631) 650-6667 C(516)658-0325 �J 1 51DIN6 TO MATCH EXISTING 4iG� `0 EXISTING HOUSE FLASHING AS REQUIRED "' N EXISTING HOUSE I �, oo� ' �f✓ m F=7 F=7 I F=1 r i1 : 3l i $3 i {{ 3' 3 1 : } 1 3 3. ji �I I• is £ r } z V 7 I }} U lu H I ❑ W -zj � 0 p� jFV�00 � knin o ry z V 0< <TIM d � O � IL Nina ir- Ua,u— V iD FRONT EL.E\/ATION 5117E ELE1/ATION �KA mi3F6i } SCALE: I/4" SCALE: 1/4 = I'-O" �� � o l ��dd��nOQ� U Q Z MEMBRANE ROOF AS SELECTED z t2� Q p � z z O 1J 1-1LL L=� _ SIDING TO MATCH EXISTING _ ly Z N ji" FLA5HIN6 AS REQUIRED V IL Li 51DIN6 TO MATCH EXISTIN EXISTING HOUSELL r 1 -Li LLLJIO } I i 3� E l. .. i � S i �i i- 3€$ t i3 3 E 3 :E :ii 5 i LU EXITIN6 HOUSE �� L — Q z}- Q �tuz �✓ z P® o ,U Q- NOV OL t z 0 REAR ELE\/ATION 5117E ELE\/ATION W w SCALE: 1/4" = I'-O" � O SCALE: I/4" = I'-O" fj 0 � 2 Z IjL p v Ll 1 ARCHITECTfi R905.1.2 ICE BARRIERS m PROVIDE ICE E WATER SHIELD TO ENTIRE ROOF WITH MEMBRANE TODD O'CONNELL PROVIDE ICE PROTECTION WHICH CONSISTS OP AT LEAST ` ROOF OVER ICE SHIELD OVER 2xb ROOF RAFTERS O 16"O.G. T.O. EXISTING RIDGE SEL�PYAD�INt�OLYMERYR MODIFIGEt D 0 A � ELEV. IS EXISTING RIDGE - ARCHITECT P.C. EXTEND FROM THE LOWEST MOM AORD55 ENTIRE ROOF 3'2� r' STRiUCTURE TO WALL LINE OF HOUSE TODD O'CONNELL, AIA - — EXISTING MIN R-21 BAIT INSULATION T.O. NEW PLATE 1200 Veterans Memorial Highway Suite 120 ELEV. t24'-0" PROVIDE R-21 GATT INSULATION r 2x8 G.J.• Ib'O.G. Hauppauge,NY 11788 IN RAFTERS i R-50 BI/ '' LAO BOLT TO RAFTERS INSULATION IN CEILING,J015T' '�11;,✓,�/ PROVIDE fie"TYt'E x GYP p{631)650-6666 AALLOw WS 8 CEIEIILI" C(516)658-0325 TYVEK HOUS � �- APPROVED WATER PERM. , ,.�, (r f'rISIi:- i:r.0 I"a i SURFACE ON 1/2;GDX PLYWOOD EXISTING MIN.R-I5 BATT INSULATION rr�rr rr r_ d'I ( if't�I'fliliC v .f• lii SHEATHING ON 2c4 STUDS a I, SHOWER ,;%OA:W/R-15 BAIT INSULATION, �' A"RIGID INSULATION AND SIDING 94 PLYWOOD SUB-FLOOR PROPOSED TO MATCH EXISTING(ITYPJ i FINISH FLOOR TO BE BATH fi FINISHED 2ND FLOOR r..° r' 1 SELECT BY OWNER EXISTING FRAMING rt { TUB EXISTING EXIST. EXISTING ' BEDROOM GL. BEDROOM L - - ;I, c. Xo In InX , z CAI { FINISHED IST_FLOOR m ELEV. tS'-2" EXISTING FRAMINS 1)— N EXISTINS v < UNF I NI 5HED BASEMENT 4 0 - O Z EASTIN& G UNFINISHED V EXISTING SLAB BA�I I p V ePAce z pF 00 Ll� HwH • M BACKFLOW �� Y }QI v O SECTION A ° -<of <�� � ° � SCALE: 1/4" = I'-O" o i l °R 1 o Q0- ffi o iLjr-WN fF VQrV idip W�au UR.. /g1p�- iL 'L_UMB I NO SUi� 'L_Y RISER D I C R M 1-- SCALE: I/4" = I'-O" �i / I" MIN. 'RAFT-P.-MATE" ATTIC AIRSPACE RAFTER VENT AS MANUF. BY OVENS CORNING — N EQ• Q. O N N —'�— 4THROUSH ROOT N J1� z I I 1 z � O J Z PB105.1 ROOF EXTENSION :211 __ I N O OPEN VENT PIPES THAT EXTEND THROUGH A ROOF SHALL BE —-T——— _— I V TERMINATED NOT LE55 THAN b INCHES ABOVE THE ROOF OR b PROVIDE ICE PROTECTION AS PER R4105.2.71.I WHICH CONSISTS INCHES ABOVE THE ANTICIPATED 5NOW ACGUMUL.ATION, I ( _ I I SHOWER I ( W OF AT LEAST 2 LAYERS OF UNDERLAYMENT CEMENTED WHICHEVER 15 6REATER WHERE A ROOF IS TO BE USED FOR v .. T06ETHER OR A SELF-ADHERING POLYMER MODIFIED BITUMEN ASSEMBLY,AS A PROMENADE,OBSERVATION DECK OR I I BATH I I I I Z SUNBATHING DECK OR FOR SIMILAR PURPOSES,OPEN VENT I I I } SHEET TO EXTEND A FROM EAVES EDGE TO A MIN. OF 24" I I I W O INSIDE THE EXTERIOR WALL LINE OF THE STRUCTURE ROOF. I I I IIXX V Z PIPES SHALL TERMINATE NOT LE55 THAN'1 FEET ABOVE THE I I I HURRICANE ANCHORS MANUFACTURED BY SIMPSON PBI05.2 FROST u.OSURE I I I I 1 I STRONG-TIE CONNECTORS MODEL No. HI OR APPROVED _ -- WHERE THE 117E PERCENT VALUE FOR OUTSIDE DESIGN EQUIVALENT AT EVERY RAFTER TO PLATE CONNECTION _ _ -- TEMPERATURE 15 O"F OR LESS,VENT EXTENSIONS THROUGH A I I 12" 2111 I 1 O r 12 - ROOF OR WALL SHALL BE NOT LESS THAN 5 INCHES IN I I I 1/2' GDX PLYWOOD SHEATH - DIAMETER ANY INCREASE IN THE SIZE OF THE VENT SHALL BE " t- :t2 MADE NOT Less THAN I FOOT INSIDE THE THERMAL ENVELOPE I I I/2 I I/2 ALUMNIUM DRIP EDGE OF THE BUILDING. 1 �- ° ° TUB I _ r r , VENTED VINYL SOFFIT _ _ - _Mae 11 111 Ixb FASCIA = - - — — } o o G.O. 3" 2�� 211 „ # - -_ - TABLE P92017 3" 3" 2 SIZE OF TRAPS FOR PL.UMBIN6 FIXTURES 2° TRAP SIZE PLUMBING FIXTURE MINIMUM (INCHES) BATHTUB(HTH OF WITHOUT SHOWER HEAD AND/OR 1 1/2 R-21 BAIT INSULATION L2xb G.J. o Ib" O.G.W/ WHIRLPOOL ATTACHMENTS) x5 ALUMINUM GUTTERS tl'-O" O.H. R-50 BATT INSULATION 4 BIDET I I/4 V/5"X2" LEADER 2xb R.R.• I b" O.G. CLOTHES WASHER STANDPIPE 2LU R-I5 BAIT INSULATION DISHWASE HR ON SEPARATE TRAP I I/2 n/ FLOOR DRAIN 2 2X4 STUDS m ib" O G. G�''M K'L BOARD KITCHEN SINK(ONE OR TWO TRAPS,WITH OR I I/2 WITHOUT DISHKASHER AND FOOD WASTE DISPOSER) r I" POLYSTYRENE RIGID INSULATION LALINDRY TUB 1 1/2 LAVATORY I I/4 K" GDX PLYWOOD S+IEATHIN6 GOVERE SHOI^ER(BASED ON THE TOTAL.FLOW RATE 1L-- ;-�-1 W/TYVEK HOUSE WRAP OR APPROVED THROUGH SHOPtRHEADS AND SODYSPRAYS) WATER-REPELLENT SHEATHING FLOW RATE. 11--11 67 GPM AND LE55 1 1/2 MORE THAN 57 GPM UP TO 12.5 6PM 2 MORE THAN 12.5 GPM UP TO 25h GPM 55 EXISTING r(� UNFINISHED v I 51DIN6 AS SELEG BST t' ' BASE MOLDIN6 AS SELECTED lu Ul JJ-1 ll— 5/4" PLY!^IOOD SUBFLOOR 311 HWH O tu EXISTING FRAMING 4 INSULATION(V.I.F) EXISTING FRAMING t INSULATION(V.I.F CONNECT TO EXISTING WA5TE La z II FL.UM8INC NA5TE R15F—R D I�CR�M � � D" m � z • FRA1IIIIIIII5 DETAIL. Z SCALE: I/4" = I'-O" �- W SCALE: I" = I'-O" # p Q � Q J HURRICANE ANCHORS MANUFACTURED BY ""A R C H'i t E C 7 S' USP CONNECTORS MODEL No. TMU26,TMU210 TO D D O'C O N N E L L OR APPROVED EQUIVALENT AT EVERY Y� AR C H ITECT P.C. RAFTER TO RIDGE CONNECTION WHEN RAFTERS DO NOT ALIGN TODD O'CONNELL, AIA HURRICANE ANCHORS MANUFACTURED BY 1200 Veterans Memorial Highway U5P CONNECTORS MODEL Na. ST22 Suite 120 OR APPROVED EOUIVALENT AT EVERY OF RAFTERS Hauppauge,NY 11788 RAFTER TO RIDGE CONNECTION WHEN RAFTERS ALIGN NEW WALL STUDS • Ib" O.G. P(631)650-6666 -ALIGN WITH STUDS BELO IF(631) 650-6667 RID C(516)658-0325 TYFIGAL 2x RAFTER (2) 2 "DOUBLE RAFTER11 NEW I/2" EXTERIOR 5HEATHINO TO NEW �{� -z- ADDITION FLOOR JOISTS N& BEHIND R I DOE STRAFF I NO DETAIL. 5HEATHIN6 - DIRECTLYI ON STUD- TO STUD 16 6o. COIL STRAPPING MANUFACTURED I I 111 50ALE: 5/4" = 1'-0" BY SIMPSON STRON6-TIE I I CONNECTORS MODEL No. C516 OR APPROVED r EQUIVALENT HURRICANE ANCHORS MANUFACTURED BY RIM J015TS SIMP50N STRONG-TIE CONNECTORS MODEL No. H25A OR APPROVED EQUIVALENT AT EVERY I z RAFTER TO PLATE CONNECTION BOTH SIDES WHEN l� Q RAFTERS DO NOT ALIGN WITH STUDS STA66ER NEW PLYWOOD V Z FROM UPPER WALL TO LOWER WALL- MODIFY EX. STUD PLATE TIES MANUFACTURED BY SIMPWN FIRST FLOOR SHEATHM STRONG-TIE CONNECTORS MODEL No. R5P4 TO ALLOW FOR NEW g OR APPROVED EQUIVALENT AT EVERY STUD o TO PLATE CONNECTION WHEN RAFTERS DO NOT STAGGERED PLYWOOD Q U O ABLE END STUD ALIGN WITH STUD a � s- SIMPSON STRONG-TIE CONNECTOR L. "Z TO BE USED WHEN EXI5TIN6 1/2" EXTERIOR 2x LADD R TRUSS EXISTING WALL STUDS O I6 O.C. - z� RAFTER ALIGNS WITH STUD 5HEATHIN6 TO REMAIN AND - o W U 2x FLY I NO RAFTER USE A MINIMUM OF TWO bd MODIFY FOR ��}��j s°�a � o NAILS THIS SIDE WITH A .d rr $ o TOTAL OF FOUR INTO I I R v o o Q EXISTING FIRST FLOOR p 0 4 o DOUBLE PL>4TF , m o ,� ° ROOF I \i,` I CONSTRUCTION 4 N �W��'V 9 ° DOUBLE TOP PLA I �jF w N 1= �vopwco wv� EXIST. DOUBLE In m 5OFF I T FRAM I NO DETAIL. S1LL/BOTTOM PLATE - N o TERMITE SHIELD T USE SIMPSON Z-M 4` a SCALE: I/2° = I'-O° \ CONNECTORS TOIN INCREASE 4 N s Q CORROSION RESISTANCE FOR ALL HARDWARE IN + CONNECTION W/AGQ LUMBER < + g� 5T11D5 a 16" O.G. < <� �NOTE: ALL STRAPPING TO BE INSTALLED u IIII AS PER MANUFACTURERS ° EXISTING NJ NOTE: SPECIFICATIONS AND 2015 IRG ° TWO bd NAILS FOUNDATION WALL SIMILAR 5TA66ERED DETAIL WITH ROOF CONSTR',UCTION AT INTO PLATES RAFTER BEAM INTERSECTION STAGGER NEW PLYWOOD FROM UPPER ROOF TO LOWER ROOF- MODIFY EX. ROOF SHEATHING 16HT 6d NAILS TO ALLOW FOR NEW 5TA66ERED PLYWOOD H WHEN NOT ALIGNED WITH RAFTER, INTO STUDS CONNECT KING STUDS TO TOP PLATE, O SEE ROOF STRAPPING DETAIL WRAP 1V4' GALS. 20 &A. COIL STRAP z V R TOP M TOP PLATE LL SET>7-I I NO DETAIL NAIL ROOF 5TRAFF I NO DETAIL. � o ROOF FRAMING SCALE: 5/4" = 1'-O" --4 z SCALE: 5/4" = I'-O" a z w CRIPPLE z cV Z STUDS Q f DOUBLE TOP PLATE V z N N � n � f z R WALL STUDS • 16" O.G. DOUBLE 2X STU Q� JACK SIMPSON HDUS-SD52. STUD 16 &a. COIL STRAPPING MANUFACTURED FULL LENGTH BY SIMPSON STRONG-TIE CONNECTORS WALL STUDS MODEL No,.0516 OR APPROVED EQUIVALENT v FRAMED OPENING FOR NEW WINDOW OR EXTERIOR DOORUl s BOTTOM PLA a ,' t RIM JOIST ' ill A✓_ Lu<<w — SUB FLOOR Q ATE' FLOOR J015TLU — �� UPLIFT CONNECTION 15 REQUIRED AT EACH ENDOF T14E HEADER AND / INECTOR5 BO OM OF HEADER AT ,' 1NO UPLIFT � O REQUIRED TI5 AREA I I I STUDS IN ADDITION TO ' V CONNECTORS AT WALL O STUDS AND AT TOP AND 5/8" THREADED STEEL RO Z[1) Q II I I cV z BOTTOM OF CRIPPLES 16 &a. COIL 5TRAPPIN6 MANUFAGTUF;MV SIMPSON HDU5-SD52. V BY SIMFWN STRONG-TIE CONNECTORS MODEL No. C516 OR APPROVED EQUIVALENT - ALL STRAPPING TO BE � Z \1-46 Co. STRAP TIES MANUFACTURED INSTALLED A5 PER MANUFACTURES MOLD DOY VI�l DETAIL BY SIMPSON STRONG-TIE CONNECTORS USE SIMPSON Z-MAX OR HD6 CONNECTORS SPECIFICATIONS AND NYS CODE MODEL No. OS16 OR APPROVED EQUIVALENT. TO INCREASE CORROSION RESISTANCE WALL 5TUD5 O I6" O.G. STRAP TO HAVE MIN. 12" BEARING ON THE STUD FOR ALL HARDWARE IN CONNECTION Q AND AP UNDER SILL PLATE AT FOUNDATION. W/AGQ LUMBER. SCALE: I" = I'-O WR " N W FLOOR STRAFF I NO DETAIL. UPLIFT CONNECTOR DETAIL. ,� _ , 6 Q � z 50ALE: 5/4 - I -O m Q z SCALE: 5/4" = 1'-0" F 0 � La TABLE R602.3(5) SIZE, HEIGHT AND SPAGIN6 OF WOOD STUDS MW TABLE R602.3(I) TABLE R602.50) T� BEARING WALLS NON-BEARING WALLS FASTEN I NC SCHEDULE FASTENING SCHEDULE CONTINUED MAXIMUM SPAGIN6 MAXIMUM SPACING WHEN MAXIMUM SPACING WHEN �' • '• -� NUMBER AND NUMBER AND TYPE 5PACIN6 OF FASTENERS LATERALLY WHEN SUPPORTING A SUPPORTING ONE FLOOR, SUPPORTING TWO FLOORS, MAXIMUM SPAGIN6 WHEN LATERALLY LATERALLY t A R C H I T E C T s I DESCRIPTION OF BUILDING ELEMENTS OF FASTENERbc SPAGIN6 AND LOCATION I DESCRIPTION OF BUILDING ELEMENTS OF FASTENER ak'c STUD SIZE UNSUPPORTED STUD ROOF-GEILIN6 ASSEMBLY PLUS AROOF-GEILIN6 PLUS AROOF-CEILING `-�PPORTIN6 TWO UNSUPPORTED UNSUPPORTED TODD O'CONNELL INTERMEDIATE ROOF EDGES SUPPORTSGO (INCHES) c SUPPORTING ONE FLOOR STUD HEIGHT STUD HEIGHT J.jARCH ITECT P.C. (INCHEs�' (INCHES) HEIGHT (FEET) OR A HABITABLE ATTIC ASSEMBLY OR A HABITABLE ASSEMBLY OR A HABITABLE HEIGHT ,a (INCHES) 12 (FEET) a (FEET) I J 4-5d BOX(2 I'XO.115")OR WOOD STRUCTURAL PANELS,SUBFLOOIR ROOF AND INTERIOR WALL 5HEATHIN6 TO FRAMING AND PARTICLE BOARD WALL ASSEMBLY, ONLY (INCHES) ATTIC ASSEMBLY (INCHES) ATTIC, A55EMBLY (INGHE5) 1 BLOCKING BETWEEN GEILIN6 JO15T5 OR RAFTERS 5-6d COMMON(2 VX0.131');OR TOE NAIL SHEATHING TO FRAMING[SEE TABLE Rb02.5(•3)FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING] r TO TOP PLATE 5-1 od Box(2)s"XO.12b•);OR TO D D O CO N N E L L, A II A 5-3'XO.151'NAILS 6d COMMON 2"XO.113 NAIL SUBFLOOR,HAW I 12 f 50 Sd COMMON(2 Ys"XO.131")NAIL(roof);or RSR5-01 b 1200 Veterans Memorial Highway 2 s/"X 0.113" nail roof Suite 120 4-Dd BOX(2 J"XO.II5")OR I 6d COMMON NAIL Wvx0.1519;or R5R5-OI; b 12f 2 GEILIN6 JOISTS TO TOP PLATE 5-8d COMMON(2)4•Xo.131•);OR PER JOIST,TOE NAIL 31 - I• (2 s/e'X 0.1159 nail (roof) Hauppauge,NY 11788 5-I0d BOX(2)s"XO.128');OR 5-5'XO.15I1 NAILS Iod COMMON(3"XO.148")NAIL;OR 6 12 P(631)650-6666 52 I Ye" - I ya F(631) 650-6667 bd(2y2"Xo.151")DEFORMED NAIL GEILIN6 JOIST NOT ATTACHED To PARALLEL RAFTER 4-IOd BOX(3"X0.128")OR OTHER WALL SHEATHING 5 LAPS OVER PARTITIONS 5-I6d COMMON(3)2"XO.162');OR FACE NAIL C(516)658-0325 (see Section Rb02.5.2 and Table 602.5.2) 4-5"XO.151"NAILS 55 )5'STRUCTURAL CELLULOSIC FIBERBOARD 11�"GALVANIZED ROOFING NAIL,7(a'HEAD 5 6 w SHEATHING DIAMETER,OR 1 14 LONG 16 ga.STAPLE WITH a a r 7fa•or I"CROWN 2X4 10 24 I6 -- 24 10 Ib :�. .rr(4; GEILIN6 J015T ATTAGHIV TO PARALLEL RAFTER TABLE R802S 2 1 s/4 GALVANIZED ROOFING NAIL,7(6'HEAD 2X6 10 24 24 I6 24 20 24 ;rr;ti r.tU r1 siif.:G,f I;, 4 MEEL JOINT) (see Section Rb02S.2.and Table R802.5.2) FACE NAIL °34 2%2' STRUCTURAL CELLULOSIC FIBERBOARD DIAMETER,OR I V LON6 16 ga.STAPLE WITH 5 b SHEATHING 7(a•OR I•GROWN I FOOT = 304.8mm FOR 51: I INCH = 25.4 mm, 4-IOd BOX(5"Xo.128")OR '55 Y2' GYPSUM SHEATHING GALVANIZED, I N'LONG;1 y4"SCREWS,d I "GALVANIZED ROOFING NAIL;STAPLE a. LISTED HEIGHT ARE D15TANGE5 BETWEEN POINTS LATERAL SUPPORT PLACED PERPENDICULAR TO THE PLANE OF THE WALL. BEARING WALLS SHALL BE SHEATHED ON NOT LE55 THAN ONE _ \ 7 l COLLAR TIE TO RAFTER FACE NAIL OR I ys"x toga. 5-10d COMMON(Sys"Xo.14&%OR 5 SIDE OR BRIDGING SHALL BE INSTALLED NOT GREATER THAN 4 FEET APART MEASURED VERTICALLY FROM EITHER END OF THE STUD. INCREASES IN UNSUPPORTED HEIGHT ARE PERMITTED 5 RIDGE STRAP TO RAFTER 4-3"X0.131"NAILS FACE NAIL EACH RAFTER d I % GALVANIZED ROOFING NAIL;STAPLE WHERE IN COMPLIANCE WITH EXCEPTION 2 OF SECTION R602.3.1 OR DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. , 56 aa' GYPSUM SHEATHING GALVANIZED,I %"5GREW5,TYPE W OR 5 b. SHALL NOT BE USED IN EXTERIOR WALLS T s INN 5-I6d BOX NAILS(5)j•XO.155')OR 2 TOE NAILS ON ONE SIDE WOOD STRUCTUUAL PANELS,COMBINATION SUBPLOOR UNDERLAYMENT TO FRAMING G. A HABITABLE ATTIC ASSEMBLY SUPPORTED BY 2X4 STUDS IS LIMITED TO A ROOF SPAN OF 32 FEET. WHERE THE ROOF SPAN EXCEEDS 32 FEET, THE WALL STUDS SHALL BE INCREASED TO 5-1Od COMMON NAILS(8"XO.I4b");OR AND I TOE NAIL ON OPPOSITE 2X6 OR THE STUDS SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. 6 RAFTER OR ROOF TFW55 TO PLATE SIDE OF EACH RAFTER OR s „ bd DEFORMED(2"XO.120')NAIL;OR 4-IOd BOX M"XO.128');OR 5.1 /4 AND LESS b 12 i 4-5"XO.151"NAILS TES I 8d COMMON(2 y2"XO.151") NAIL C:.i O TABLE R602.10.4- BRACING METHODS 8d COMMON(2"X0.131) NAIL;OR 4-I6d (5 I"XO.155")OR 58 V.' I" 8d DEFORMED(2)�"XO.120)NAIL b 12 5-Iod COMMON(5"XO.148");OR TOE NAIL CONNECTION CRITERIA 4-10d BOX 0"X0.12b•);OR ,_ IOd COMMON M"XO.I4&")NAIL;OR METHODS, MATERIAL MINIMUM THICKE55 F16URE ROOF RAFTERS TO RIDGE,VALLEY 4-3"X0.15I"NAILS Sq I ye I y4 8d DEFORMED(2)5"XO.120) 6 NAIL +� •'�` 7 FASTENERS SPAGIN ROOF RAFTERS TO MINIMUM 2'RIDGEE HIP RAFTERS OR 12 6 BEAM mm FOR 51: I Inch ■ 25.4 mm,I foot ■ 504.8 ,I MILE PER HOUR■ 0.4471 m .8g/s;I ksl ■ b5 MPa 3-I6d BOX(3�j'X0.135")OR EXTERIOR SHEATHING R301.2.2. PROTECTION OF OPENIN65. EXTERIOR GLAZING, IN BUILDIN65 LOCATED IN PER WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. 2-I6d COMMON(5)i*XO.162");OR TOE NAIL TABLE R602 5(5) b MOM 12 FIELD 5-IOd BOX 0"X0.126%OR a.NAILS ARE 5MOOTH-COMMON,BOX OR DEFORMED 5HANK5 EXCEPT WHERE OTHEI5E STATED.NAILS USED FOR FRAMING AND 5HEATHIN6 CS-W5P GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE RW 5-3'XO.181'NAILS CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENSTH5 A5 SHOWN: 60 K51 FOR SHANK DIAMETER OF 0.142 INCH(god CONTINUOUSLY SHEATHED 3� REQUIREMENTS OF THE LARGE MISSILE TEST OF A5TM E 101016 AND A57M E 1886 A5 to WALL COMMON NAIL),410 K51 FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN 0.I'M INCH,AND 100 K51 FOR SHANK WOOD STRUCTURAL PANEL INTERIOR SHEATHING PER MODIFIED IN SECTION 501.2.1.2.1. GARAGE DOOR GLAZED OPENING, PROTECTION FOR m I6d COMMON 0,12"XO.162) 24"O.G.FACE NAIL DIAMETERS OF 0.142 INCH OR LE55. N F1 H n1l TABLE R602.5(1)or R602.5(2) VARIES BY FASTENER WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF AN IMPACT-RESISTING ly b.5TAPLE5 ARE Ib CASE WIRE AND HAVE A MINIMUM1 1/I6-INCH ON DIAMETER GROWN WIDTH. La r b 5TLO TO STUD(NOT AT BRACED WALL PANELS) c.NAILS SHALL BE SPACED AT NOT MORE THAN b INCHES ON CENTER AT ALL SUPPORTS WHERE SPAN5 ARE 46 INCHES OR GREATER. STANDARD OR AN51/DASMA I I5. (SEE TABLE BELOW) IOd .151") 128");OR N 5"X0.151")NAILS I6.O.G.FADE NAIL d.FOUR-FOOT BY 8-FOOT OR 4-FOOT BY q-FOOT PANELS SHALL BE APPLIED VERTICALLY. EXCEPTION: e.SPAGIN6 OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE R602.3(2). N 0 f.WHERE THE ULTIMATE DESIGN WIND SPEED I5 150 MPH OR LE55,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO UJ GS-6bc WOOD STRUCTURAL PANELS WITH A THICKNESS OF NOT LESS THAN E INCH AND A I6d BOX(5 Y2"X0.155%OR Z STUD TO STUD AND ABUTTING STUDS AT INT'ERSEGTIN6 WALL 3"X0.151"NAILS 12' O.G.FACE NAIL CABLE END WALL FRAMING SHALL BE SPACED 6 INCHES ON CENTER.WHERE THE ULTIMATE DESIGN WIND SPEED 15 GREATER THAN 150 MPH, CONTINUOUSLY SHEATHED ii SEE METHOD r- -WSP SEE METHOD G5-WSP SPAN OF NOT MORE THAN 6 FEET SHALL BE PERMITTED FOR OPENING PROTECTION. Q .` q NAILS FOR ATTAGHIN6 PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE BE SPACED 6 INCHES ON CENTER FOR MINIMUM 48 INCH irJ WOOD STRUCTURAL PANEL 3 v CORNERS(AT BRACED WALL PANELS) /8 PANELS SHALL BEE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE Ibd COMMON(5)z"X0.162") Ib'O.G.FADE NAIL DISTANCE FROM RIDGES,EAVES AND GABLE END WALLS;AND 4 INCHES ON CENTER TO GABLE END WALL FRAMING. X ADJACENT TO GARAGE J g GYPSUM 5HEATHIN6 SHALL CONFORM TO ASTM G I3016 AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 255.FIBERBOARD SHEATHING OPENIN65 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE I6d COMMON 0)5"5(0.162) 16"O.G.EACH EDGE FACE NAIL SHALL CONFORM TO ASTM G 205. PREDRILLED AS REQUIRED FOR THE ANGHORAOE METHOD AND SHALL BE SECURED 10 BUILT-UP HEADER(2"TO 2"HEADER WITH)4"sPAcm h.SPAGIN6 OF FASTENERS ON FLOOR SHEATHING E06E5 APPLIES TO PANEL WOES SUPPORTED BY FRAMING MEMBERS AND REOUIRED Z I6d BOX 0y2"XO.I35") 12"O.G.EACH E06E FACE NAIL ESLOCKIN6 AND AT FLOOR PERIMETERS ONLY.5PACIN6 OF FASTENERS ON ROOF 5HEATHIN6 PANEL EDSE5 APPLIES TO PANEL ED6E5 WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE DF-516NED TO p }- SUPPORTED BY FRAMING MEMBERS AND REOUIRED BLOCKING.BLOGKIN6 OF ROOF OR FLOOR SHEATHING PANEL ED6E5 PERPENDICULAR TO RESIST THE GOMPONET AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH V Z 5-8d Box(215"xo.us);OR THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT A5 REGNUIRED BY OTHER PROVISIONS OF THIS GODS.FLOOR PERIMETER SHALL BE EITHER TABLE R301.2(2) OR ASCE 7, WITH THE PERMANENT CORROSION-RESISTANT II CONTINUOUS HEADER TO STUD 4-5d COMMON(2VX0.151");OR TOE NAIL SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. 4-10d BOX(3"X0.128' 1 WHERE A RAFTER 15 FASTENED TO AN ADJACENT PARALLEL GEILIN6 JOIST IN ACCORDANCE WITH THIS SCHEDULE,PROVIDE TWO TOE NAILS O 7�611 SEE SECTION R602.I0.6.4 SEE SECTION R602.1ob.4 ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE ON ONE SIDE OF THE RAFTERCONTINUOUSLY SHEATHED AND TOE NAILS FROM THE GEILIN6 J015T TO TOP PLATE IN ACCORDANCE WITH THI5 SCHEDULE.THE TOE NAIL ON BUILDING. ATTACHMENT IN ACCORDANCE WITH TABLE R301.2.1.2 15 PERMITTED FOR 0 �w � Ibd COMMON(5y2'Xo.162') Ib'O.G.FADE NAIL THE OFF051TE SIDE OF THE RATER SHALL NOT BE REQUIRED. Z PORTAL FRAME U a BUILDIN65 WITH A MEAN ROOF HEIGHT OF 45 FEET OR LE55 WHERE THE ULTIMATE 9 z I5 I80 MPH OR LE55. P °► 12 TOP PLATE TO TOP PLATE Iod BOX(3•X0.128");OR DESIGN WIND SPEED, Q H 5"XO.15I) NAILS 12'O.G.FACE NAIL V < V TABLE R&02.I1 RAFTER OR TRUSS UPLIFT CONNECTION FORGES 1)�" long X 0.12 dia. S- 6-I6d COMMON(3 J"XO.1629;OR FACE NAIL ON EACH SIDE OF abcda.fah „ 25 „ (for)5"thick sheathing) TABU R301.2.1.2: WINDBORNE DEBRIS PROTECTION FASTENING o : < o 12-I6d BOX(5J4"X0.135");OR END JOINT(MINIMUM 24"LAP FROM WIND (ASP) (POUNDS PER CONNECTION) �- d y2 or /32 for I /4 long X 0.12 dia. < �- 13 DOUBLE TOP PLATE 5F'LIGE 12-IOd BOX(3Y2"XO.8); ;O SPLICE LENGTH EACH SIDE OF C5-SFB a (for a,42 thick sheathing) 5 EPOE5 b FIELD SCHEDULE FOR WOOD STRUCTURAL PANELS $ - m 12-5'XO.I51'NAILS END JOINT) galvanized roofing malls orb common EXPOSURE B CONTINUOUSLY SHEATHED maximum 16 ULTIMATE DESIGN WIND SPEED Vult (mph) STRUCTURAL FIBERBOARD p g FASTENER 5PAGIN6 N ,L o StUGI S QGin (2 y2" long X 0.151"dia)Halls ° m RAFTER OR ROOF SPAN 130 mph 140 mph p FASTENER TYPE 4 FOOT b FOOT o I o X PANEL SPAN < PANEL 5PAN < PANEL SPAN `" v TRU55 SPAGIN6 (FEET) z <4 FOOT <_6 FOOT <_8 FOOT ROOF PITCH ROOF PITCH FOR 51: I INCH = 25.4 mm, I FOOT = 304.8mm, I degree = 0.0175 Sad, I pound per square foot=47.8 Wm , I mile per hour = 0.447 m/s. )- z F Q v Ibd COMMON(3 y2" o. Adhesive attachment of wall sheathing including Method 6B, shall not be permitted in Seismic Design Categories G, Do, DI and D2. NO. 8 WOOD SCREW T q T 9-Q P p X0.162) Ib O G.FADE NAIL <5:12 ?5:12 <5:12 >5:12 < <a 4 Q b. Applies to panels next to garage door opening where supporting gable end wall or roof load only. Shall only be used on one wall BASED ANCHOR WITH 2 16 10 8 MONK, 14 BOTTOM PLATE TO JOINT,RIMJOIST,BAND JOIST OR I6d BOX O)YXo.155");OR 12 115 88 122 115 of the garage. In Seismic Design Categories Do, D1, and D2 roof covering dead load shall not exceed 3 psf. o BLOCKING MOT AT BRACED WALL PANELS) 5"X0.151)NAILS 12.O.G.FADE NAIL I8 122 112 I57 146 INCH EMBEDMENT LENGTH F s c. Garage openings adjacent to a Method CS-0 panel shall be provided with a header in accordance with Table R602.5 (1). A full ° 24 167 137 21Ic1 0 hel ht clear o enin shall not be permitted to a Method CS-6 panel. F 3-I6d BOX(3 y2"xo.135");OR 5 EACH I6�O.G.FADE NAIL ,� 28 167 153 2I6 200 g opening p p NO. 10 WOOD SCREW < o °��z BOTTOM PLATE TO JOINT,RIM JOIST,BAND JOIST OR 2-I6d COMMON(5)�'XO.162);OR 2 EACH Ib O.G.FACE NAIL 12 O.G. d. Method G5-5FB does not apply In 5elsmic Design Categories D D D . O m L o- 15 5LOGKIN6(AT SRACEP WALL PANELS) 4-5"X0.151"NAILS 4 EACH 16'O.G.FACE NAIL 32 185 I-10 240 222 pp y g g 0' I ' 2 BASED ANCHOR WITH 2 w e. Method applies to detached one and two-family dwellings s in 5CISMIC Design Categories D throw h D onl I6 12 g w N Q INCH EMBEDMENT LENGTH ° u 36 203 186 264 244 PP y 9 g g o 9 2 y• ° �' 4-5d BOX(2 J"xo.ns");OR 42 250 211 500 2-18 IL it 5-I6d BOX(3 y2"X0.135");OR 48 255 256 556 511 4-56 COMMON(2 y2"XO.151");OR TOE NAIL 12 126 I I7 162 15Q TABLE P,602.10.5Y4 INCH LAG SCREW o o 4-loa Esox C3"X0.12b"),OR BASED ANCHOR WITH 2 16 16 I6 of< z o 16 TOP OR BOTTOM PLATE TO STUD 4-5' X 0.151 NAILS 16:2 14cl 2001 1<14 j 24 Ia8 152 255 23-1 INCH EMBEDMENT LENGTH o N MINIMUM LENGTH OF BRACED WALL PANELS 5-I6d BOX(3 " ). X);OR 28 222 205 287 266 d < 2-Ibd COMMONN(55y2"X0.162");OR END NAIL 16° Q.G. ��.�OD MINIMUM LENGTH 52 246 226 5101 2Z15 (INGHE5) 5-IOd BOX 0"X0.128");OR GONTRIBUTIN6 8-!S'X0.131'NAILS 36 2"70 247 35I 325 ADJACENT CLEAR WALL HEIGHT LENGTH a. THIS TABLE IS BASED ON 150 MPH ULTIMATE 42 306 281 3q9 570 OPENING HEICHT b FEET q FEET lio FeET1 ii FEES 12 FEES (INCHES) DESIGN WIND SPEED AND A 55 FOOT MEAN ROOF 5-10d Box(3"XO.12e);OR 48 343 1 514 1 447 1 414 (INCHES) I-1 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 2-I6d COMMON(5)5•XO.162);OR FACE NAIL GS-WSP <64 24 27 30 55 56 ACTUAL HE I GHT. < < 5-5"Xo.I3I'NAILS EXPOSURE G }� b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. 5-6d BOX(2 "(2)1'50 OR ULTIMATE DESIGN WIND SPEED Vult (mph) FASTENERS SHALL BE LOCATED NOT LE55 THAN 2-10 COMMON(21259;O1);OR INCH FROM THE EDGE OF THE PANEL. 18 I'BRACE TO EACH STUD AND PLATE 2-Iod BOX(s"X0.12b');OR RAGE NAIL RAFTER OR ROOF SPAN 130 mph 140 mph 2 STAPLES I % TRU55 5PAGIN6 (FEET) TABLE R507.2 -b •OR ROOF PITCH ROOF PITCH G. ANCHORS SHALL PENETRATE THROUGH THE 2-6d COMMON(215"Xo.151);OR DECK LEDGER CONNECTION TO BAND JOI5Tap EXTERIOR WALL COVERING WITH AN EMBEDMENT 1q I'X 6"SHEATHIN6 To EACH BEARING 2-10d BOX(5"XO.126");OR FACE NAIL <5:12 >5:12 <5:12 >5:12 2 STAPLES,I"GROWN,Ibga.,l s/a"LONG 12 I61 151 I018 186 � � (DECK LIVE LOAD=40 PSF DECK DEAD LOAD=10 PSF SNOW LOAD < 40 P5F LENGTH OF NOT LESS THAN 2 INCHES INTO THE - t(1 5-6d BOX(2 "x0.115");OR I8 208 195 257 242 BUILDING FRAME. FASTENERS SHALL BE LOCATED Z 5-8d COMMON(2 VXO.151);OR 24 256 231 317 298 CONNECTION DETAILS J015T SPAN NOT LESS THAN 2 Y2 INCHES FROM THE EDGE OF THE ' 5-IOd BOX(3"X0.128");OR 6 AND LE55 6 1 TO 8 8'1"TO 10' 10l TO 12 12'1 TO 14' 14'I" 'TO 16 1&1 TO 18' 28 28q 26�1 358 555 ' " ' ' ' CONCRETE BLOCK OR CONCRETE. 5 STAPLES,I'CROWN,I6go.,1 °/4"LONG 12 O.G. 32 521 26161 3118 5-i5 ON-CENTER SPAGIN6 OF FASTENERS Z 20 1'X 6"AND WIDER SHEATHING TO EACH BEARING WIDER THAN P X 8' FACE NAIL 36 555 329 438 411 INCH DIAMETER LAG,SCREW old 50 25 18 IS 15 11 10 d. PANELS ATTACHED TO MASONRY OR O O 4-6a sox(2 I'xo.u5");OR 42 WITH I INCH MAXIMUM SHEATHING MASONRY/STUCCO SHALL BE ATTACHED USING H 402 375 4aq 468 p 3-Sd COMMON(215'XO.131');OR 48 450 420 560 524 I INCH DIAMETER BOLT WITH j INCH 56 56 54 2q 24 21 la VIBRATION-RESISTANT ANCHORS HAVING AN < 5-5d BOX ON(2)2"X OR MAXIMUM 5HEATHIN6 J Z 12 214 201 263 247 ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS O 4 STAPLES,I"GROWN,I6 a.,1 s/4"LONG INCH DIAMETER BOLT WITH I-INCH 56 56 29 24 21 IS 16 g 277 25q 3 2 322 MAXIMUM SHEATHING° I I THAN I,500 POUNDS. Z FLOOR 24 540 516 422 3016 FOR 51: I Inch ■ 25.4 mm,I foot ■504.8 mm,I pound per square foot ■ 0.041q kPa Q 4-5d BOX(2 I'(2)I' O OR 16" O.G. 28 384 358 476 446 a.Ledgers shall be flashed In accordance with section R'105.4 to prevent water from contracting the house band Joist. LU 21 JOIST TO SILL,TOP PLATE OR 61RDER 3-8d COMMON(2 y�'XO.131');OR 32 427 3c{8 52c1 4416 b.snow load shall not be assumed to act concurrently with live load. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS* AS PER 5-IOd BOX 0"X0.128);OR TOE NAIL c.The tip of the la screw shall full extend be and the Inside face of the band joist. N N �jj 36 46q 438 583 547 p 9 y y J TABLE R301.7 1-- 5-3•XO.I51' NAILS 664 622 d.Sheathing shall be wood structural panel or solid sawn lumber Z 8d BOX(2 "X0.113") 4"O.G.TOE NAIL 42 535 4a1Q o.Sheathing shall be permitted to be wood structural panel,gypsum board,fiberboard,lumber or foam sheathing. O O RIM JOIST,BAND JOIST OR BLOGKIT�TO SILL OR TOP 8d COMMON(2 y,"X0.131");OR 48 5Q9 559 745 697 �p to 1/2-inch thickness of stacked washers shall be permitted to substitute for up to 1/2-Inch of allowable ALLOWABLE V Z 22 sheathing thlckness where combined with wood anal or lumber sheath STRUCTURAL MEMBER PLATE(ROOF APPLICATIONS ALSO) IOd SOX(5"Xo.128");OR b"O.G.TOE NAIL 9 P sheathing. DEFLECTION 5'XO.151' NAILS FOR 51: 1 INCH = 25.4 mm, I FOOT = 504.6mm, I MILE PER HOUR= 0.447 m/s, Bo 2 XO.1 5 ;OR I POUND =0.454kg, I POUND PER 5GIUARE FOOT = 47.a WM2, I pIf 14.6 N/m TABLE R507.2.1 RAFTERS HAVING SLOPES GREATER THAN 5/12 LADO N p l�l 2-6d COMMON(2)s XO.131);OR WITH NO FINISHED GEILIN6 ATTACHED TO Q n 25 I'X 6"5UBFLOOR OR LE55 TO EACH JOIST 5-10d BOX(s"XO.128);OR FACE NAIL PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS RAFTERS o 6 2 STAPLES,I"CROWN, 16ga4"LONG a. THE UPLIFT CONNECTION FORGES ARE BASED ON A MAXIMUM 55 FOOT MEAN ROOF , A .,l 5/4" HEIGHT AND WIND EXPOSURE CATEGORY B OR C. FOR EXI-05URE D, THE UPLIFT INTERIOR WALLS AND PARTITIONS H/I80 24 2' SUBFLOOR TO JO15T OR 61RDER 5-16d BOX(314'X ). 'XO;OR MINIMUM END AND EDGE DISTANCES AND SPAGIN6 BETWEEN ROWS BLIND AND FACE NAIL CONNECTION FORGE SHALL BE SELECTED FROM THE EXPOSURE G PORTION OF THE 2-Ibd COMMON(515xo.lb2'7 FLOORS L/360 TABLE USING THE NEXT HIGHEST TABULATED ULTIMATE DESIGN WIND 5PEED. THE TOP EDGE BOTTOM ED6E ENDS ROW SPACING 25 2'PLANKS(PLANK i BEAM-FLOOR t ROOF) 5-Ibd BOX(5 yz'0 Y2'X);OR AT EACH BEARING,FACE NAIL ADJUSTMENT COEFFICIENTS IN TABLE R3o1.2(3) SHALL NOT BE USED TO MULTIPLY THE GEILIN6 WITH BRITTLE FINISHES (INCLUDING 2-I6d COMMON(51,X L/360 o.lb2") TABULATED FORGES FOR EXPOSURE G AND D OR FOR THE OTHER MEAN ROOF LED6ERa 2 1NCHESd 5/4 INCH 2 INGHESb 15/b INGHE5b PLASTER AND 5TUGCO) 5-I6d COMMON 'Xo.162" HEIGHTS. CEILINC75 WITH FLEXIBLE FINISHES (INCLUDING L/240 4-10 BOX(5•Xo.12b);OR BAND JO15T` ''U/4. INCH 2 INGHE5 2 INGHE5b 15/8 INGHE5b 26 BAND OR RIM JOIST TO JOIST 4-5"XO.151"NAILS;OR END NAIL b.THE UPLIFT CONNECTION FORGES INCLUDE AN ALLOWANCE FOR ROOF AND GEILIN6 11 GYPSUM BOARD) 4-5"X l4go.STAPLES,a'CROWN A55EMBLY DEAD LOAD OF 15 P5F, G. THE TABULATED UPLIFT CONNECTION FORGES ARE LIMITED TO A MAXIMUM ROOF FOR s1: I INCH-25.4 MM ALL OTHER STRUCTURAL MEMBERS L/240 20d COMMON(4"Xo.lg2);OR NAL EACH LAYER AS I O G AT TOP AND BOTTOM OVERHANG OF 24 INCHES. a• LAG,SCREWS OR BOLTS SHALL BE STA66ERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL RUN OF THE DECK LEDGER IN ACCORDANCE WITH FIGURE R501.2.1(I). EXTERIOR WALLS - WIND LOAD" WITH PLASTER OR H/360 AND O.C. AT RED b. MAXIMUM 5 INCHES. d. THE TABULATED UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE c. FOR ENGINEERED RIM JOISTS,THE MANUFACTURER'S RECOMMENDATIONS SHALL GOVERN. STUCCO FINISHES 10d BOX(3'X0.I28);OR 24' O.G.FACE NAIL AT TOP MULTIPLIED BY 0.75 FOR GONNEGTIONS NOT LOCATED WITHIN 8 FEET OF BUILDING d. THE MINIMUM DISTANCE FROM BOTTOM ROW OF LAG,SCREWS OR BOLTS TO THE EDGE OF THE LEDGER SHALL BE IN AGCOROANGE WITH FIGURE R50'1.2.1(I). 71 BUILT-UP 61RDER5 AM)BEAMS,2-INCH LUMBER LAYERS 5"Xo.15I"NAILS AND BOFFOrOTITETDSTA66ERED ON CORNERS. EXTERIOR WALLS - WIND LOADS° WITH OTHER H/240 UA AND: e. FOR 5UILDIN65 WITH HIP ROOFS WITH 5:12 AND GREATER PITCH, THE TABULATED BRITTLE FINISHES , ` 2-20d COMMON(4•XO.lg2•);OR FACE NAIL AT ENDS AND UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70. THI5 TABLE: R402.1.4 - 2020 NEW YORK STATE ENERGY CONSERVATION GODS LU v 11� 3-I0d BOX f3"X0.128");OR AT EACH SPLICE EXTERIOR WALLS - WIND LOADSa WITH FLEXIBLE H/120d •xo.131•NAILS REDUCTION SHALL NOT BE COMBINED WITH ANY OTHER REDUCTION IN TABULATED FINI5HE5. 3-s 4-I Box(5 "X0R FORCES. EQUIVALENT U-FACTOR5 ° 1 3-I6d COMMON X .I55')162');OR AT EACH JOIST OR RAFTER f. FOR WALL TO WALL AND WALL TO FOUNDATION CONNECTIONS, THE UPLIFT LINTELS 5UPPORTIN6 MASONRY VENEER WALLS L/600 28 LEDGER STRIP SUPPOF:TIN6 JOISTS OR RAFTERS 4-led BOX(5"XO.I28");OR FACE NAIL CONNECTION FORGE SHALL BE PERMITTED TO BE REDUCED BY 60 pIf FOR EACH FULL CLIMATE ZONE NOTE: L=5PAN LENGTH H=SPAN HEIGHT 4-5"XO.151 NAILS WALL ABOVE. FENESTRATION SKYLIGHT CEILING FRAME WALL MA55 WALL FLOOR BASEMENT WALL CRAWL SPACE O 2q BRIDGING OR BLOCKING TO JOIST 2-I0d(3'X0.128)or 2-8d common EACH END,TOE NAIL g• LINEAR INTERPOLATION BETWEEN TABULATED ROOF 5PAN5 AND WIND 5PEED5 U-FACTO'R U-FACTOR U-FACTOR U-VALUE U-VALUE U-VALUE U-VALUE WALL U-VALUE a. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS �-1 Z HEREIN, THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN (2)5'X 0.131•;or 2-3•x 0.151•)nails SHALL BE PERMITTED. A5 0.7 TIMES THE COMPONENT AND CLADDING (A5D) LOADS Z h. THE TABULATED FORGES FOR A 12-INCH ON CENTER SPACING SHALL BE PERMITTED .3 (� TO BE U5ED TO DETERMINE THE UPLIFT LOAD IN POUNDS PER LINEAR FOOT. 4 02•.: " f "0.55 0.026,. 0.060 O.OaB 0.04"1 . O.O5a i . /%,0.0(9 OBTAINED FROM THE TABLE R301.2(2). b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN A5 TWICE U� THE LENGTH OF THE CANTILEVER. fy I- 5 0.50 0.55 0.026 0.060 0.082 0.055 0.050 0.055 C. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN (� ,^ Z TABLE R602.3(3) ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO O v WOOD PANEL WALL SHEATHING FASTENING SCHEDULE apa AS MAX. AS MAX. COVERS, NOT SUPPORTING EDGE OF GLASS, THE CONTINUOUS PROPOSED AS MAX. -V.I.F. AS MIN. AS MIN. AS MIN. N/A AS MIN. ALUMINUM STRUCTURAL MEMBERS SUPPORTING EDGE OF O n/ MINIMUM WOOD MINIMUM NOMINAL MAXIMUM WALL ULTIMATE DESIGN WIND !.� MINIMUM NAIL PANEL NAIL SPAGIN6 STRUCTURAL PANEL THIGKNE55 STUD SPAGIN6 SPEED vu T(MPH) GLASS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED O � SIZE M O PENETRATION PANEL SPAN (INCHES) (INCHES) EDGES FIELD WIND EXPOSURE GAT'ECORY L/175 FOR EACH 6LA55 LITE OR L/60 FOR THE ENTIRE ,1 1 (INCHES) RATIN6 (INCHES O.Gj (INCHES O.CJ B G D LENGTH OF THE MEMBER, WHICHEVER IS MORE STRINGENT. �/ x bd COMMON TABLE: R402.1.2 - 2020 NEW PORK STATE ENERGY CONSERVATION GODS FOR SANDWICH PANELS USED IN ROOFS OR WALLS OF n (2.0"x0.113") is 24/0 5/b 16 6 12 140 115 110 5UNROOM ADDITIONS OR PATIO COVERS, THE TOTAL LOAD D- Sd COMMON Ib 6 12 I"fo 140 13s INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT _ (2.5'Xo 151) I i5 24/Ib 7�6 24 6 12 140 115 110 DEFLECTION SHALL NOT EXCEED L/120. Z FOR 51: 1 Inch ■ 25.4 mm, I MILE PER HOUR■ 0.44-1 m/e d. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM GLAZED BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE a.PANEL 5TRENOTH AXIS PARALLEL OR PERPENDICULAR TO SUPPORT. THREE-FLY PLYWOOD SHEATHING WITH STUD SPAGIN6 MORE THAN 16' DEFLECTION OF H/I80. Q ON CENTER SHALL BE APPLIED WITH PANEL STRENOTH AXIS PERPENDICULAR TO SUPPORT. CLIMATE ZONE FENESTRATION SKYLIGHT FENESTRATION CEILING WALL MASS WALL FLOOR BASEMENT WALL SLAB R-VALUE CRAWL SPACE e. REFER TO SECTION R703.8.2. b.TABLE BASED ON WIND PRESSURES ACTING TOWARD AND AWAY FROM BUILDING SURFACES IN ACCORDANCE WITH SECTION R301.2. U-FACTOR b U-FACTO 5H5C bA R-VALUE R-VALUE R-VALUE i R-VALUE R-VALUE ` $ DEPTH d WALL R-VALUE e LATERAL BRACING REQUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION R602.10. c.WOOD STRUCTURAL PANELS WITH SPAN RATINGS OF WALL-16 OR WALL-24 SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/0 �' i r i :2O OR IO GONT. OR" ,' .' ,10 CONT. OR i N SPAN RATING. PLYWOOD SIDING RATED Ib O.G.OR 24 O.C.SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/Ib 5PAN RATING. Ff .q 0"32 �` 07 0.40 i. .% 4a . '. h -` 8/13 la ;'" 10 / 2FT.. WALL-Ib AND PLYWOOD 51DIN6 Ib O.G.SHALL BE USED WITH STUDS SPACED NOT MORE THAN I6.ON CENTER / i I3 + 5 15 CAVITY ; 15 CAVITY ' O 5 0.50 0.55 NR 4Q 20 OR 15/1-7 50 g I5 CONT. OR IS CONT. OR 15 + 5 h IQ CAVITY 10 / 2FT. IQ CAVITY cV Q z ■ I�- PROPOSED AS MAX. -V.I.F. AS MIN. AS MIN. AS MIN. AS MIN. N/A AS MIN. AS MIN. .. a.i AS MAX. AS MAX. REFER TO GORE BOOK FOR SUPPLEMENT LETTER FOOT NOTES p La CONTINUOUS BEAD -OF SEALANT AI C HT fE C'f TODD O'CONNELL MANUFACTURED THIN-PROFILE -1 1 ARCHITECT P.C. XISTINO ATTIC,VENTILATION BAFFLE --VENTED AIR 5PAC.E ITT ATTIC INSULAITON FLOOR ASSEMBLY (FULL WIDTH R101v TODD O'CONNELL, AIA INSULATION TABLE R402.4.1.1 AIR BARRIER AND INSULATION INSTALLATION 1200 Veterans Memorial Highway NTINUOUS MINIMAL FTIONAL Suite 120 ELEVATION Hauppauge,NY 11788 EXPANDING FOAM AT CAVITY INSULATION COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA WINDOW PERIMETER XPANDIN6 FOAM AROUND A CONTINUOUS AIR BARRIER SHALL BE INSTALLED 'k IN THE BUILDING ENVELOPE P(631) 650-6666 THE PERIMETER OF LOOSELY S [ON GUT Rf&ID INSULATION -�ONTINUOUS MAD GENERAL REQUIREMENTS THE EXTERIOR THERMAL ENVELOPE CONTAINS A AIR- PERMEABLE INSULATION SHALL NOT BE USED AS F(631) 650-6667 OF SEALANT CONTINUOUS AIR BARRIER A SEALING MATERIAL -0325 —C-EILINO CYYT=-AJM BOARD C(516)658 AS AIR BARRIER I RI&D INSULATION 5REAK5 OR JOINTS IN THE AIR BARRIER SHALL BE EX15TIN6 BAND.JO15T INSULATION SEALED ONTINUOUIS BEAD RETROFIT WITH I 1/2"MOID INSULATION �RIOR INSULATED INDOK UNIT AS OF SEALANT WALL THE AIR BARRIER IN ANY DROPPED C.EILINO/501'rIT AIR BARRIER CIONTINUOUS MAD CEILING ATTIC, SHALL BE ALIGNED WITH THE INSULATION AND ANY THE INSULATION IN ANY DROPPED CEILING/SOFFIT OF SEALANT OAFS IN THE AIR BARRIER SHALL BE SEALED SHALL BE ALIGNED WITH THE AIR BARRIER ACCESS OPENIN55, DROP DOWN STAIRS OR KNEE C,ONTINUOV5 MINIMAL WALL DOORS TO UNCONDITIONED ATTIC5 SPACES EXPANDING FOAM AT \__��NTINUOUS MINIMAL 5-01=004=Salle-5/4" - 11-o' SHALL BE SEALED WINDOW PERIMETER EXPANDING FOAM AT ✓ '40 WINDOW PERIMETER THE JUNCTION OF FOUNDATION AND SILL PLA17E To CAVITIE5 WITHIN CORNERS AND HEADERS OF FRAME KALL5 SHALL BE INSULATED BY COMPLETELY FILING THE z c) . " )41 BE SEALED. 0(-) OYPSUM BOARD NALL5 CAVITY WITH A MATERIAL HAVING A THERMAL RESISTANCE CONTINUOUS BEAD RECESSED LIGHT THE JUNCTION OF TOP PLATE AND THE TOP OF c�'P 1w I -k� SEALANT ,--iX4 BLOCKINC7 EWIL05URIE EXTERIOR WALLS TO BE SEALED OF R-5 PER INCH MINIMUM 13 0 V NTINUOU5 BEAD t EILIN JOISTS WALLS SHALL BE INSTALLED IN SUBSTANTIAL CONTACT IC, INSULATION EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED v- KALLS SHALL BE KNEE AND CONTINUOUS ALIGNMENT WITH THE AIR BARRIER OF ADHESIVE NTINUOUIS BEAD UNIT AS OF SEALANT AIR BARRIER WINDOWS, SKYLIGHTS, AND DOORS THE SPACE BETWEEN WINDOW/DOOR JAMBS AND TNSU��TED EXTERIOR WALL ---EXTERIOR WALL FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE CONTINUOUS MINIMAL SEALED EXPANDING FOAM AT 5HEATHIN6 ANDINO FOAM SEALANT WINDOW PERIMETER AT PERIMETER 2-STUIP CORNER WITH Ix4 BACKER NTINUOU5 MAD RIM J015T RIM JOIST SHALL INCLUDE THE AIR BARRIER RIM JOIST SHALL BE INSULATED OF SEALANT CONTINUOUS MAD RYWALL CEILIN6 FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED # --OF SEALANT 5-00006 IS-rala-5/44 ■ 1 1-0" REOESSED LIGHT FIXTURE FLOORS (INCLUDING ABOVE GARAGES 4 THE AIR BARRIER SHALL BE INSTALLED AT ANY To MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE %3 < OF SUB!"LOOR. DECKING, OR FLOOR FRAMING CAVITY 1­0 — '-----CONTINUOU5 BEAD --CONTINUOUS BEAD OANTILEVERED FLOORS) EXPOSED ED(5,E OF INSULATION INSULATION SHALL BE PERMITTED TO BE IN CONTACT WITH a OF SEALANT OF ADHESIVE WD LI&MNS IN ATW THE TOP SIDE OF SHEATHING, OR CONTINUOUS INSULATION NTINUOUS BEAD AR SE&W AT We z to INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AND ONTINUOUS SILL SEALER OF SEALANT EXTENDS FROM THE BOTTOM TO THE TOP OF ALL L_z_j -FULL WIDTH OF MUDSILL /---CONTINUOUS BEAD 5-02M Scales 5/4' a 1'-0" PERIMETER FLOOR FRAMING MEMBERS OF ADHESIVE CRAWL SPACE WALLS OUNDATION, WALL • ONTINUOUIS MAD EXPOSED EARTH IN UNVENTED CRAWL 5PAr-.E5 TO WHERE PROVIDED INSTEAD OF FLOOR INSULATION, AS AIR BARRIER OF SEALANT BE COVERED WITH A CLA55 I VAPOR RETARDER INSULATION SHALL BE PERMANENTLY ATTACHED TO THE U_ NCRETE SLAB AS WITH OVERLAPPING JOINTS TAPED CRAWL 5PArE WALLS DUCT SHAFTS, UTILITY AIR BARRIER SHAFTS -�r PENETRATIONS, AND FLUE WDE 4 SHAFTS OPENING TO EXTERIOR OR U- - ��F PENETRATIONS UNCONDITIONED <---FLOOR ASSEMBLY __5LOCKINC7 AS REWIRED ITIONED SPACE TO BE SEALED BOARD BOX CONTINUOUS MAD BATTS IN NARROW CAVITIES SHALL BE OUT TO FIT, OR Iy NTINUOUIS BEAD OF SEALANT ENCLOSURE NARROW C.AVITIE5 NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT OF SEALANT N .4 'ATTIC INSULATION ON INSTALLATION READILY CONFORMS TO THE AVAILABLE livoo CAVITY SPACE NTINUOUS BEAD F OEILINO JOIS AIR SEAL BETWEEN GARAGE AND CONDITIONED LU Q GARAGE SEPARATION 3: rj OF SEALANT SPACE ERIOR ISYMSUM L2±j RECESSED LIGHT FIXTURES INSTALLED IN THE RECESSED LIGHT FIXTURES INSTALLED IN THE q< WALLBOARD AS BARRIER 3' BUILDING THERMAL ENVELOPE SHALL BE SEALED BUILDING THERMAL ENVELOPE SHALL BE SEALED RECESSED LIGHTING L CONCEPTUAL AIR SEAL INO 5TRATEO",r CONCEPTUAL AIR 5FALIN5 57RATE6"r COW�EPTUAL AIR SEALING STRATEGY TO THE DRYWALL AIR TIGHT AND 16 RATED LONER WALL SECTION UPPER NALL SECTION AT UPPER FLOOR BAND JOIST BATT INSULATION SHALL BE OUT NEATLY TO FIT F- PLUMBING AND WIRING < AROUND kqlRlNry AND PLUMBING IN EXTERIOR %j 5-0201115,61016-5/4" ■ 1'-0' FL iE'n�i I—oil I—oil XPANDINS FOAM SEALANT NALL5, OR INSULATION THAT ON INSTALLATION AT PERIMETER 5-02002 Scalc,:51411 1 5-0.2005 Scalc:514" I READILY CONFORMS TO AVAILABLE SPACE SHALL -CONTINUOUS MAD OF IL LLj SEALANT EXTEND BEHIND PIPING AND WIRING M LL GYPSUM WARD ---VRYAALL CEILING 5HONER/TUB ON EXTERIOR WALL THE AIR BARRIER INSTALLED AT EXTERIOR WALLS EXTERIOR WALLS ADJACENT TO SHOWERS AND /--(2) LAYERS 2" RI&ID INSULATION RECESSED LIGHT FIXTURE ADJACENT TO SHOWERS AND TUBS SHALL TUBS SHALL BE INSULATED SEPARATE THEM FROM THE SHOWERS AND TUBS INSTALL I RICFID INSULATION INSTALLED DURING FRAMING GUT TO FIT BETWEEN THE ELECTRICAL/ PHONE BOX ON THE AIR BARRIER SHALL BE INSTALLED BEHIND < RAFTERS FROM SEAL BOTH AIR SEAU10 AT Rl5CaGW LJOMW IN ATM EXTERIOR KALL5 ELECTRIOAL OR COMMUNICATION BOXES OR, 18 RIC71D INSULATION SIDES ALONG RAFTER WITH AIR-SEAL BOXES SHALL BE INSTALLED ROUGH Wr AROUND EXPANDING FOAM SEALANT. --- VENTILATION CHUTE MAINTAIN EQUAL VENT SPACE 5-02040 Scale.5/4' 1'-0' HVA0 REGISTER HVAr, REOISTER E300TS THAT PENETRATE BUILDING -AIR SEAL PERIMETER VENTILATION CHUTE FOP, LENGTH OF RI&ID INSULATIO LIN5ULATED EXTERIOR THERMAL ENVELOPE SHALL BE SEALED TO THE < <L_ NITH I2_2XPANDIN& 10 INSULATION NALL BOOTS 5U5FLOOR OR DRYWALL FOAM SEALANT­ [OR WALL SHEATHING WHEN REQUIRED TO M SEALED, CONGEALED FIRE INSTALL I" RI&D INSULATION CONGEALED SPRINKLERS SPRINKLERS SHALL ONLY BE SEALED IN A MANNER VERTICALLY TO C-ONNECT 5-STUD CORNER HTH RICFIV INSULATION THAT 15 RECOMMENDED BY THE MANUFACTURER. INSULATING SHEATHING, TO RIC710 J INSULATION BAFFLE. Z_ CAULKING OR OTHER ADHESIVE SEALANTS SHALL FOAM SEAL BOTH JOIN 5_OOOO`1 5aa1&.5/4" 1'-0" NOT BE USED TO FILL VOIDS BETWEEN FIRE SPRINKLER COVER PLATES AND NALL5 OR NTINUOUS BEAD 2­­ CEILINGS OF SEALANT NTINUOUS BEAD R161D INSULATION OF SEALANT z RIOR INSULATED IN R16110 INSULATION VIDE 5L00rINO AT WALL 0 M < ROLl IOR INSULATED /rSZ7UD CAVITY AT SHOWER z WALL AT EXTERIOR WALL 53 cj NTINUOU5 MAD OF 'j ZIALS R-VALUES NSTALL INTER OR SHEATHING MATEP I,Rav INSULATION AS ATTIC SAVE 13APME OJIT V EXTERIOR INSULATION SHEATHING AS PRIOR TO INSTALLATION OF AROUND MANUFACTURED VENT ATTIC,EAVE BAFFLE AND VENT PREFAB FIREPLACE UNIT LU EMENT BAOKERBOARD MATERIAL R-VALUE in SURROUND FINISH --PREFAB TUB UNIT\-TILE SURROUND FIN15H FIREPLACE z EMENT BAOKERBOARD UNIT BUILDING BOARD NSTALL I" RIC710 INSULATION \-TUB SURROUND N AT BOTH HORIZONTAL AND NSULATED PROVIDE BLOOKINO AT BEYOND GYPSUM HALL BOARD (Y2") 0.45 ri DRAINAGE VERTICAL P05IT11INS /--INWILATED EXTERIOR EXTERIOR STUD CAVITY AT TUB I Q < I I uAve PeAp r-oR Exp,&-tvm,rvoAm) STUD WALL STUD WALL AT EXTERIOR WALL ONTINUOUS MAD GYPSUM HALL BOARD (5/5") 0.5625 6 INSTALL EXPANDING FOAM Z-THIN PROFILE WALL SHEATHIN6 OF SEALANT PLYWOOD t�:2") 0.62 INSULATED EXTERIOR IN PROFILE SEALANT AT INTENTIONAL GAPS YFLOOR STUD WALL SHEATHING 0.014 AT I" RIOID INSULATION—— XISTINC PLYWOOD ASSEMBLY OONTINUOU15 BEAD OF ". V NTINUOUS 5E AVITY INSULATION NTINUOUS BEAD OF 0 SEALANT MINIMUM I" DRIP51D IN 5 \—MANUIF. SHOWER IN RIS-71D INSULATIO PAN \-EXPANDINIS, FOAM ALUMINUM/ VINYL 51PINO (NOT INSULATED) 0.61 SOFFIT CLO E ANDINO FOAM ----HOOD FLOOR ASSEMBLY ALUMINUM/ VINYL SIDING tV2" INSULATION) Lac V-NOOD FRAME FLOOR ASSEMBLY \-NOOD FRAME FLOORING FLOOR ASSEMBLY LU INSULATED CANTILEVER FLOOR HARDWOOD FLOORING P14") Ob& CAVITY INSULATION WITH IN R.1610 INSULATION CLOSURE TILE 0.05 7: 5-0101"1 IS-'01015/4N 11-0- AIR SEALINS,BEHIND SHOWER WITH AIR SEALING AT PLATFORM FOR MANUFACTURED AIR SEALING BEHIND TUB WITH LH<W THIN-PROFILE SHEATHING FIREPLACE A55EMBLY THIN-PROFILE SHEATHIN&H SECTION CARPET WITH FIBER PAD !j_OI0Oj Iscal..5/41 • 5-0IO0q1ftaIe.5/4' - CARPET WITH RUBBER PAD F —ATTIC, INSULATION 1.23 EILIN& FRAMI lu NeiJ., FLOOR GRILLE AIR SPACE C142" UP To 4") 1.00 ju tu RIOID 51fEATH INTERIOR OF LOOR =T BOOT I 170TRICAL HIRE ATTIC. ACCESS TO /-CONTINUOUS BEAD Or- NSULATION SEALANT +111 OF INSULATION ROOFING ------- LEVEL �B FLOOR —TOP PLATE tu LL Ess PANEL PLUMBING PI A ASPHALT 5HINOLE5 .44 N -rRAOX A00ESS PANEL TOP PLA SNUG P411TH NSULATED FLEXIBLE DUCT ANDINC? FOAM WOOD SHINGLES 0.011 SCREWS EXPANDING FOAM TIE AT INNER LINER SEALANT SE=T­—/ —TRIM AS REOUIRED TIC, AT INNER LINER -----KA4_LSTUV NALL STUD—- TIE AT OUTER LINER DOORS INISH CEILING ki WOOD, SOLID CORE (1 5/4") z AIR SEALING AT ATTIC HATCH//FINISH 5C#MM AIR SEAL AT TOP PLATE PIPE PENETRATION AIR SEAL AT DUCT BOOT AIR SEAL AT TOP PLATE ELECTRICAL PENETRATION • INSULATED METAL DOOR (2") 15.00 5-02022 5-01024 ke-cle POURED CONCRETE PER I" 5 025TS.160/4" in 11-0" 35/4" - 1'-0" P 6 11 fj Z ATTIC FM_:5LY ECT AIR�I C'C F AT N < < < 0 1j) La GENERAL CONDITIONS FIREPLACE ASPHALT ROOF SHINGLES 2020 NYSEGG -AIR LEAKAGE: 2020 EGG OF NEW YORK STATE: MINIMUM DESIGN DEAD LOADS* AS PER ASGE - UNLESS OTHERWISE NOTED, GENERAL FIREPLACE OPENING AND FLUE SIZE INSTALLED AS PER SECTION RQ05.2 -JOINTS, PENETRATIONS, AND ALL R401.3: PERMANENT CERTIFICATE - SHALL BE COMPLETED BY THE BUILDER OR RE515TF-RED 7-16 - CHAPTER 3 TABLE G3.1 L CONDITIONS OF THE CONTRACT FOR TO BE A5 INDICATED ON DRAWINGS. OF THE NEW YORK STATE RESIDENTIAL OTHER SUCH OPENINGS IN THE DESIGN PROFESSIONAL AND POSTED IN THE UTILITY ROOM OR OTHER APPROVED LOCATION LOAD CONSTRUCTION, AIA DOCUMENT-20I PROVIDE OUTSIDE COMBUSTION AIR CODE ALL SLOPED ROOF SHINGLES BUILDINGS ENVELOPE THAT ARE IN51DE THE BUILDING. COMPONENT (psf) L/s I L/5 4/&7 SHALL APPLY. THE CONTRACTOR WITH 6" DUCT AND DAMPER EACH 51DE SHALL BE GAF-GLASS-A ASPHALT SOURCES OF AIR LEAKAGE MUST BE -1 f MAXI SHALL OBTAIN CERTIFICATE OF FOR A TOTAL RECOVERY CAPACITY ROOF SHINGLES OR APPROVED SEALED. R402.2.4: ATTIC OR CRAWL SPACE ACCESS - SHALL BE WEATHER-STRIPPED AND INSULATED G E I L I N G 5 ,A R C H"i'f`"E et"s" OCCUPANCY. SUBSTITUTIONS SHOULD OF 150 GFM MIN. MAINTAIN MAXIMUM EQUAL. SHINGLES SHALL BE APPLIED -RECESSED LIGHTS MUST BE TYPE IC TO A LEVEL EQUIVALENT TO THE INSULATION ON THE 5URROUNDING SURFACES. ACOUSTICAL FIBER BOARD 1.0 NO NOTCHES_I � I�MAX � ARCHITECT P.C. NOT BE MADE WITHOUT WRITTEN 20 GFM INFILTRATION THROUGH THE OVER 15# ASPHALT FELT WITH RATED AND INSTALLED WITH NO GYPSUM BOARD (per J INCH thickness) 0.55 /b MAX. �RMITTED I-- D(A(iTtJAI„DEPT}{) ; ARCHITECT H 1 T E C T P.C. AUTHORIZATION BY THE ARCHITECT. FLUE WHEN NOT IN USE PROVIDE GAF-WEATHER-WATCH ICE AND WATER PENETRATIONS, OR TYPE IG OR NON-IC R402.4: AIR LEAKAGE - BUILDING THERMAL ENVELOPE SHALL BE CON5TRUCTED TO LIMIT AIR (1/2 INCHES) (2.2) THE PREMISES SHALL BE KEPT FIREPLACE OPENING WITH GLASS BARRIER APPLIES AT EAVES, RATED INSTALLED I N51 DE AN LEAKAGE TO < 5 AIR CHANGES PER HOUR. (5/8 INCHES) (2.75) I I D/b MAX. FOR TO D D O'C O N N E L L, A I A REASONABLY GLEAN AT ALL TIMES. DOORS TO CONFORM TO THE 2020 VALLEYS AND FLASHING. ROOFING APPROPRIATE AIR-TIGHT ASSEMBLY MENDERS LESS 1200Veterans Memorial Highway AT THE COMPLETION, OF WORK, THE NYSEGG. FIREBOX TO BE COMPLETELY CONTRACTOR TO PROVIDE ALL WITH 0.5" CLEARANCE FROM R402.4.1.1: INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE MECHANICAL DUCT ALLOWANCE 4.0 THAN 4" INC+>=5 Suite120 INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 402.4.1.1. WHERE REQUIRED SUSPENDED STEEL CHANNEL SYSTEM 2.0 FLOOR JOIST-CENTER CUTS NOMINAL IN CONTRACTOR SHALL_ REMOVE ALL LINED WITH FIREBRICK. PROVIDE MIN. FLASHING NECESSARY FORA COMBUSTIBLE MATERIALS AND 3 DIMENSION WA5TE MATERIALS, TOOLS, RUBBISH, 8" FIREPLACE WALL THICKNESS WITH WATERTIGHT, WEATHERPROOF JOB. CLEARANCE FROM INSULATION BY CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENTS AND WOOD FURRING SUSPENSION SYSTEM 2.5 Hauppauge,NY 11788 ETC., GLEAN GLASS AND LEAVE WORK 4" NON COMBUSTIBLE FIRE STOPPING ROOFING 15 TO BE APPLIED IN STRICT VERIFY COMPLIANCE. P(631) 650-6666 BROOM GLEAN UNLESS OTHERWISE BETWEEN COMBUSTIBLE WOOD FRAME ACCORDANCE WITH THE VAPOR RETARDER: F(631) 650-6667 SPECIFIED. THE CONTRACTOR SHALL CONSTRUCTION. MANUFACTURES SPECIFICATIONS. -REQUIRED ON THE WARM-IN-WINTER R402.4.1.2: TE5TINO - BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED AS G O V E R I N G 5, ROOF, AND WALL C(516)658-0325 CARRY WORKMAN'5 COMPENSATION CONTRACTOR SHALL SUPPLY COLOR SIDE OF ALL NON-VENTED FRAMED HAVING < 3 AOH50 IN CZ4A, 5, A&A. TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD ASPHALT 5HINGLE5 2.O I I D/4 MAX. AND GENERAL LIABILITY INSURANCE. FOUNDATION WATERPROOFING SAMPLES OF THE SHINGLES FOR W CEILINGS, ALL5, AND FLOORS. PARTY. ALL SHALL COMPLY WITH STATE AND INSTALL TWO LAYERS OF TOWELED ON OWNER'S APPROVAL, PRIOR TO GYPSUM SHEATHING, 1/2-in. 2.0 INSULATION ROOF BOARDS (per inch thickness) NO NOTCHES �D !ACTUAL DEPTH) ��cl3r'ir_rir`rrt;; LOCAL CODES AND ORDINANCES. THE FIBERGLASS MASTIC. (FED. SPEC. INSTALLATION. MATERIALS IDENTIFICATION: R402.4.4: COMBUSTION CLOSETS - ROOMS CONTAINING FUEL-BURNING APPLIANCES REQUIRE - p (-p�ITTED-I CONTRACTOR SHOULD FULLY S.S.G. 153 TYPE-1) MEMBRANE TO BE -MATERIALS AND EQUIPMENT MUST BE SPECIAL CARE. FIBERBOARD 1.5 PERLITE GUARANTEE HIS WORK AND THE WORK CONTINUOUS FROM TOP OF INSULATION INSTALLED IN ACCORDANCE WITH THE EXCEPTION: DIRECT VENT APPLIANCES WITH BOTH INTAKE AND EXHAUST PIPES POLYSTYRENE FOAM O2 0/4 MAX. OF HIS SUBCONTRACTORS FOR A FOUNDATION AND EXTEND TO LAP ALL EXTERIOR WALLS AND ROOFS MANUFACTURER'S INSTALLATION INSTALLED CONTINUOUS TO THE OUTSIDE URETHANE WITH FOAM FOAM 0.5 PERIOD OF ONE YEAR AFTER EDGE OF FOOTING. SHALL BE INSULATED WITH FOIL INSTRUCTIONS. - PLYWOOD (per 1/5-In. THICKNESS) 0.4 _ R403.3.2• DUCT SEALING DUCTS, AIR HANDLERS, AND FILTER BOXES SHALL BE SEALED. _ r e '• COMPLETION OF THE: PROJECT UNLESS FACED FIBERGLASS GATT INSULATION MATERIALS AND EQUIPMENT MUST FLOOR JOIST END curs f..,.�v � OTHERWISE SPECIFIEED. ALL WORK BY JOHN MANVILLE OR APPROVED IDENTIFIED 50 THAT THE COMPLIANCE RIGID INSULATION, 1/2-In. 0.75 .E a C 1. FIRE BLOCKING R403.3.3: DUCT TE5TIN5 - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE. ` G )` SHALL BE PERFORMED IN EQUAL, FOIL TO BE PLACED TOWARD CAN BE DETERMINED. SKYLIGHT, METAL FRAME, � WIRE GLA58 8.0 FIRE BLOCKING SHALL BE PROVIDED, EXCEPTION: DUCT LEAKAGE TEST IS NOT REQUIRED WHERE THE DUCTS AND AIRS ' � " ACCORDANCE WITH GOOD BUILDING WARM SIDE. PROVIDE II/2 RIGID -MANUFACTURER MANUALS FOR ALL 4V , o AS PER SECTION R502.13 OF THE HANDLERS ARE LOCATED ENTIRELY WITHIN THE BUILDING THERMAL ENVELOPE. WOOD SHEATHING (PER INCH THIGKNE55) 5.0 PRACTICES. THE CONTRACTOR SHALL FOAM INSULATION ON ALL EXTERIOR INSTALLED HEATING AND COOLING INDEMNIFY AND HOLD HARMLE55 THE RESIDENTIAL CODE OF NEW YORK FOUNDATION WALLS FROM FOOTING EQUIPMENT AND SERVICE WATER WATERPROOFING MEMBRANE ��, STATE, TO GUT OFF ALL CONGEALED R403.3.5: BUILDING CAVITIES - SHALL NOT BE USED AS DUGT5 OR PLENUMS BITUMINOUS, SMOOTH SURFACE 1.5 OWNER, ARCHITECT, AND THEIR DRAFT OPENINGS (BOTH VERTICAL TO 6 BELOW FINISHED GRADE UNLE55 HEATING EQUIPMENT MUST BE .7 AGENTS ANNDD EMPLOYEES SINGLE-PLY SHEET WATERPROOFING MEMBRANE 0 PLOYEES FROM AND OTHERWISE SPECIFIED. CARE SHOULD PROVIDED. AGAINST ALL CLAIMS, DAMAGE5, AND HORIZONTAL). BE TAKEN NOT TO DAMAGE -INSULATION R-VALUES AND GLAZING R403.4: MECHANICAL SYSTEM PIPING INSULATION - CARRYING FLUIDS >105OF OR <55°F, FLOOR FILL LOSES AND EXPENSES, INCLUDING PROVIDE FIRE BLOCKING IN FOUNDATION WATERPROOFING. U-FACTORS MUST BE CLEARLY INSULATE TO R-3 MIN. ATTORNEYS FEES ARISING OUT OF OR CONGEALED SPACES OF STUD LEIGHT WEIGHT CONCRETE, PER INCH 8.0 WALLS MARKED ON THE BUILDING PLANS OR RE5ULTINO FROM THE PERFORMANCE AND PARTITIONS, INCLUDING FURRED GLASS WINDOWS AND DOORS SPECIFICATIONS. R403b: MECHANICAL VENTILATION - THE BUILDING SHALL BE PROVIDED WITH VENTILATION SAND, PER INCH 5.0 / OF THE WORK PROVIDED THAT ANY SPACES AT THE CEILING AND FLOOR TO BE INSTALLED AS PER SECTION THAT MEETS THE REQUIREMENTS OF 2020 NY5 RESIDENTIAL CODE STONE CONCRETE, PER INCH 12.0 ?- SUCH CLAIM, DAMAGE, LOSS OR LEVELS. CONGEALED HORIZONTAL R308 OF THE RESIDENTIAL GORE OF DUCT INSULATION: FLOORS AND FLOOR F I N 15 H E S � EXPENSE (A) IS ATTRIBUTABLE TO FURRED SPACES SHALL ALSO BE FIRE NY5. ALL OLA55 15 TO BE INSULATED -SUPPLY DUCTS IN UNCONDITIONED THE MECHANICAL VENTILATION RATE SHALL BE NO GREATER THAN N BODILY INJURY, SICKNESS, DISEASE BLOCKED AT INTERVALS NOT LOW-E UNLE55 OTHERWISE 5PEGIFIED. ATTICS OR OUTSIDE THE BUILDING 0.01 X GFA + 7.5 X (# OF BEDROOMS + 1) CERAMIC OR QUARRY TILE (3/4-In) 2' INCHES MIN.FROM Z # OR DEATH OR TO INJURY TO OR EXCEEDING 10 FEET. GLASS SUBCONTRACTOR SHALL NOT MUST BE INSULATED TO R-5. *GFA = CONDITIONED FLOOR AREA ON 1/2-In. MORTAR BED I6.0 TOP AND BOTTOM o 4 DESTRUCTION OF TANGIBLE PROPERTY INSTALL OLA55 UNTIL PROPER -RETURN DUCTS IN UNCONDITIONED JOIST D(ACTUAL DEPTH) PLUMBING R403.7: EQUIPMENT SIZING - PER AGGA MANUEL S, BASED ON LOADS CALCULATED PER AGGA CERAMIC OR QUARRY TILE (3/4-in) (OTHER THAN THE WORK ITSELF CLEARANCES ARE PROVIDED. ALL ATTICS OR OUTSIDE THE BUILDING ON I-In. MORTAR BED 23'0 Z N INCLUDING THE LOSS OR USE CONTRACTOR SHALL INSTALL WATER SLIDING GLASS DOORS, SKYLIGHTS MUST BE INSULATED TO R-4. MANUEL J. SUPPLY AND SANITARY SYSTEM AS FIGURE R502.6 RESULTING THERE FROM). (5) IS INDICATED. PROVIDE HOT AND GOLD AND/OR WINDOWS AS REQUIRED BY -SUPPLY DUCTS IN UNCONDITIONED R404.1: L16HTIN0 - A MINIMUM OF Oi090 OF PERMANENTLY INSTALLED FIXTURES MUST HAVE CONCRETE FILL FINISH (PER INCH THICKNESS). 1.0 GUTTING,NOTCHING AND DRILLING V Z CAUSED IN WHOLE OR IN PART BY ANY CODE, SHALL BE INSULATED SPACES MUST BE INSULATED TO R-8. HARDWOOD FLOORING, 7/7-In. 4.o NEGLIGENT ACT OR OMISSION OF THE SHUT-OFF VALVES AT ALL FIXTURES. TEMPERED OLA55. ALL OLA55 DOORS -RETURN DUCTS IN UNCONDITIONED HIGH-EFFICIENCY LAMP5. ALL WATER PIPING TO HAVE LOW-VOLTAGE LIGHTING EXEMPT LINOLEUM OR ASPHALT TILE 1/4-In. 1.0 ° CONTRACTOR, ANY 5UBCONTRACTOR, AND WINDOWS SHALL BE INSTALLED IN SPACES (EXCEPT BASEMENTS) MUST ANYONE DIRECTLY OR INDIRECTLY CLEANOUTS AT ALL CHANGES OF STRICT ACCORDANCE WITH THE BE INSULATED TO R-2. MARBLE AND MORTAR ON STONE-CONCRETE FILL 33.0 ANY NOTCHING OR DRILLING IN DIRECTION AND AT BASE OF 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTION R308- GLAZING STEEL BEAMS OR FLITCH PLATE F EMPLOYED BY ANY OF THEM, OR „ CAST IRON MANUFACTURES SPECIFICATIONS. ALL -INSULATION 15 NOT REQUIRED ON SLATE (PER mm THICKNESS) 15.0 MUST BE CONSULTED WITH a m r v VERTICAL WASTES. USE 4 ANYONE FOR WHOSE: ACTS ANY OF WINDOWS ARE TO BE CAULKED AND RETURN DUCTS IN BASEMENTS. PROFESSIONAL. ENGINEER u-F THEM MAY BE LIABLE REGARDLESS THROUGH FOUNDATION WALL PITCHED SEALED AS PER 2020 NYSEGG - EXCEPT AS INDICATED IN SECTION R305.1.1 EACH PANE OF OLAZINO INSTALLED IN SOLID FLAT TILE ON I-In. MORTAR BASE 25.0 °off o MIN. I/8" PER FOOT. TRAP/WASTE HAZARDOUS LOCATIONS AS DEFINED IN SECTION R30&.4 SHALL BE PROVIDED WITH A ~ Q D OF WHETHER OR NOT IT IS CAUSED IN REQUIREMENTS. PROVIDE FLASHING DUCT CONSTRUCTION: SUBFLOORING, 3/4-in. 3.0 �' �Qz o��, [A SIZES FOR FIXTURES SHALL BE AS MANUFACTURE'S DESIGNATION 5PECIFYING WHO APPLIED THE DESIGNATION, DESIGNATING THE PART BY A PARTY INDEMNIFIED PAN5 UNDER ALL SLIDER, DOORS AND -ALL JOINTS, SEAMS, AND 12-in. 16-In. Q to.-� FOLLOWS: TYPE OF GLASS AND THE SAFETY GLAZING STANDARD WITH WHICH IT COMPLIES WHICH I5 FLOORS, WOOD JOI5T (no plaster) m HEREUNDER. ALL MATERIALS, DISH WASHER 1 1/2" WINDOWS WITHIN A 6 OF AN EXTERIOR CONNECTIONS MUST BE SECURELY VISIBLE IN THE FINAL INSTALLATION. THE DF-51ONATION SHALL BE ACID ETCHED�SANDBLASTED JOIST SIZES (in) lLs/rr2) (�B/rT2) 07 o ASSEMBLIES, AND METHOD OF SURFACE. ALL EXTERIOR DOORS ARE FASTENED WITH WELD5, GASKETS, ALLOWABLE HOLES - Beams and Headers _ z KITCHEN SINK 1 1/2 CERAMIC-FIRED, LASER ETCHED, EMBOSSED, OR BE A TYPE THAT ONCE APPLIED CANNOT BE 2x6 CONSTRUCTION INCLUDING BUT NOT TO BE FULLY WEATHER-STRIPPED. MASTICS (ADHESIVES), g LAVATORY 1 1/4" REMOVED WITHOUT BEING DESTROYED. A LABEL SHALL BE PERMITTED IN LIEU OF THE 2x Diameter of the largest hole (minimum) U o ' * O LIMITED TO FORM-1^IORK PROVIDE ALL SCREENS AND MASTIC-PLUS-EMBEDDED-FABRIC, OR 2X5 6 6 } z a 0 BLOCK-WORK, FRAMING, NAILING, SHOWER 2" HARDWARE AS REQUIRED. ALL GLASS TAPES. DUCT TAPE IS NOT MANUFACTURES DESIGNATION )i depth ar $ PLACING OF CONCRETE, ETC. ARE TO TOILET 3" IS TO BE FREE OF SCRATCHES AND PERMITTED. R308.4 HAZARDOUS LOCATIONS - THE LOCATIONS SPECIFIED IN SECTIONS R308.4.1 THROUGH 2x10 7 6 o OI Allowed Hole Zone Q v BE CAREFULLY SUPERVISED BY THE ALL SYSTEMS TO HAVE ONE: 3" MAIN IMPERFECTIONS AND GUARANTEED BY EXCEPTION: CONTINUOUSLY WELDED R308.4.7 SHALL BE CONSIDERED TO BE SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF 2x12 8 '7 ° o CONTRACTOR TO BE SURE THEY ARE VENT STACK INCREASED TO 4" THE MANUFACTURER FOR A PERIOD OF AND LOOKING-TYPE LONGITUDINAL GLAZING HE. Y depth o o °s � -3° FRAME PARTITIONS ( sf) < IN ACCORDANCE W11"H THE DRAWINGS, THROUGH THE ROOF. PROVIDE FROST NO LE55 THAN 5 YEARS. ALL WINDOWS JOINTS AND SEAMS ON DUCTS R308.4.1- GLAZING IN DOOR- GLAZING IN FIXED AND OPERABLE PANEL OF SWINGING, SLIDING �a� o -�-� SPECIFICATIONS, PROOF HOSE-BIBS AS INDICATED ON e AND BIFOLD DOORS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION WOOD OR STEEL STUD5, 1/2-ln. GYP. BOTH SIDES 6.0 )S span Allowed Hole Zone 3S span u- F APPLICABLE CODES TO BE ANDERSEN UNLE55 INDICATED OPERATING AT LE55 THAN 2 w.g. R308.4.2- GLAZING ADJACENT TO DOOR- GLAZING IS LESS THAN 60 INCHES ABOVE THE FLOOR WOOD STUDS 2x4 UNPLASTERED R 2 DD AND GOOD PRACTICE. DEVIATIONS PLANS WITH EASILY ACCESSIBLE OTHERWISE:. (500 PA.) 4.0 y�o>Hj<) o :�o DRAIN DRAIN-GOOKS. THE WATER OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING- �iLLW FROM THE DRAWINGS AND -DUGT5 SHALL BE SUPPORTED EVERY FRAME WALLS ROUND HOLE CHART GENERAL NOTES F SPECIFICATIONS WILL NOT BE SUPPLY AND SEWAGE DISPOSAL 10 FEET OR IN ACCORDANCE WITH THE GLAZING IS WITH 24" OF EITHERSIDE OF THE DOOR BEAMDEPTH MAXIMUMROUND �' F o o EXTERIOR STUD WALLS: • Allowed hole zone is suitable for uniformly loaded beams only. 4► a z SYSTEM SHALL COMPLY TO THE -GLAZING IS ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED HOLE SIZE - i-�'° o 0 PERMITTED WITHOUT WRITTEN MANUFACTURER'S INSTRUCTIONS. _° AUTHORIZATION OF THE ARCHITECT. APPLICABLE COUNTY DEPARTMENT OF PAINTING AND STAINING -COOLING DUCTS WITH EXTERIOR POSITION AND WITHIN 24 OF THE HINGED SIDE OF AN IN-SWING DOOR 2x4 a 16-In., 5/8-In. GYPSUM 43�" �" No rectangular holes. O oN HEALTH STANDARDS AND R308.4.3- GLAZING IN WINDOW INSULATED, 3/8-In. SIDING 11.0 5y° 13/4' r _4 THE CONTRACTOR SHALL BE REGULATIONS. APPROVAL OF ALL THE FOLLOWING IS INCLUDED FOR THE INSULATION MUST BE COVERED WITH A _ EXPOSED AREA OF AN INDIVIDUAL PANE 15 LARGER THAN C1 5Q.FT. 7Y, to 20 2" No holes in cantilevers. 0 F p RESPONSIBLE FOR THE SHOP CONVENIENCE OF THE PAINTING VAPOR RETARDER. _ 8" O _ _ See illustration for Allowed Hole Zone 4 U1 0 o U Q DRANIN55 WHICH MAY BE NEEDED. PLUMBING MUST BE OBTAINED FROM CONTRACTORS AND ONLY AS AN -AIR FILTERS ARE REQUIRED IN THE BOTTOM EDGE OF GLAZING IS LESS THANI ABOVE THE FLOOR 2x6 a I6 in., 5/8 In. GYPSUM, APPROPRIATE LOCAL AUTHORITIES - TOP EDGE OF GLAZING IS MORE THAN 36 " ABOVE FLOOR AND INSULATED, 3/5-In. SIDING 12.0 ALL DIMENSIONS AND CONDITIONS INDICATION OF THE TYPES OF PAINTS RETURN AIR SYSTEM. � Y ARE TO BE FIELD VERIFIED. PRIOR TO CONGEALMENT. PRIOR TO REQUIRED FOR VARIOUS SURFACES. IT -THE HVAG SYSTEM MUST PROVIDE A ONE OR MORE WALKING SURFACES ARE WITHIN 36", MEASURED HORIZONTALLY AND IN A EXTERIOR STUD WALL5 WITH BRICK VENEER 48.0 CONTRACTOR TO REMOVE 4 ORDERING, CONTRACTOR SHALL 15 THE INTENT OF THESE MEANS FOR BALANCING AIR AND 5TRAIOHT LINE OF GLAZING -7 m RELOCATE AS REQUIRED ALL SUPPLY GUTS OF FIXTURES FOR SPECIFICATIONS TO PROVIDE A WATER SYSTEMS. 308.4.4- GLAZING IN GUARDS AND RAILINGS WINDOWS, CLASS, FRAME AND SASH 5.0 EXISTING WORK WHICH INTERFERES OWNERS APPROVAL. IN THE EVENT COMPLETE FINISH. ALL PAINTED R305.4.5- GLAZING AND WET SURFACES- BATHTUBS, SHOWERS WHERE THE BOTTOM EXPOSED CLAY BRICK WYTHES: WITH NEW CONSTRUCTION. THAT THE OWNE SURFACES MUST BE FULLY COVERED TEMPERATURE CONTROLS: R CHANGE5, THE EDGE: OF GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR 4 IN 55.0 ' CONTRACTOR SHALL CREDIT THE IN A UNIFORM MANNER TO BE -EACH DWELLING UNIT HAS AT LEAST WAL,XING SURFACE 8 IN 761.0 SITE WORK OWNER FOR THE FULL ACCEPTABLE. ONE THERMOSTAT CAPABLE OF - R305.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS- GLAZING WHERE THE BOTTOM EXPOSED 12 IN 115.0 Cut only round holes and STAKEOUT 15 TO BE PERFORMED BY A SUBCONTRACTORS COST FOR THE EDGE OF THE GLAZING IS LESS THAN 36" ABOVE THE PLANE OF THE ADJACENT WALKING 16 IN 155.0 only in the center of beam LICENSED SURVEYOR. 5TAKING AND CHANGED UNIT. INTERIOR WOOD 5URFAGE5-APPLY TO AUTOMATICALLY ADJUSTING THE SURFACE OF STAIRWAY, LANDING BETWEEN FLIGHTS OR STAIRS OR RAMPS HOLLOW CONCRETE MASONRY UNIT WYTHES: 0) LAYOUT ARE TO E51'ABLISH ALL LINES LIGHTLY SANDED SURFACES, WALL5, SPACE TEMPERATURE SET POINT OF _GLAZING 36" OR LESS MEASURED HORIZONTALLY FROM THE WALKING SURFACE WYTHES THICKNESS (IN INCHES) 4 6 8 10 12 JO 1ST �lOTG 11�1C DETAIL W AND BENCHMARKS. VERIFY ALL GIVEN HVAG DOORS, FRAMES, TRIM, AND BASES, THE LARGEST ZONE.ONE: GOAT WOOD FILLER OR STAIN R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING DENSITY OF UNIT (105 PGF) DATA ON DRAWINGS. IN CASE OF SYSTEM TO BE DE:SIGNE:D BY OTHERS. AND TWO GOATS MCKLU5KY'5 ELECTRIC SYSTEMS: - WHERE GLAZING IS LE55 THAN 56" ABOVE THE LANDING AND WITHIN A 60" HORIZONTAL ARE: NO &ROUT 22. 24.0 51.0 5TO 45.0 SCALE: N.T.5. O v DISCREPANCY, RECEIVE PROVIDE PROPER SUPPLY TO ALL EGGSHELL FINISH NON-YELLOWING -SEPARATE ELECTRIC METERS ARE LE55 THAN I80 DEGREES FROM THE BOTTOM TREAD NOSING f- p CLARIFICATION FROM ARCHITECT ROOMS 4 CONFORM WITH ALL STATE (GROUT SPACING) Q POLYURETHANE. REQUIRED FOR EACH DWELLING UNIT. z0 PRIOR TO PROCEEDING. EXCAVATE AND LOCAL GORES. GYPSUM BOARD- MINIMUM ONE GOAT NOTE: WINDOW FALL PROTECTION TO BE PROVIDED 4 IN. O.G. .0 .0 47.0 55.0 40 IN. O.G. 0 4.O 0.0 4cf.0 57.0 AND BACK FILL FOR WORK INDICATED PRIMER AND TWO GOATS FLAT PAINT. FIREPLACES: FOR ALL WINDOWS AS PER 32 IN. O.G. 32.0 42.0 52.0 61.0 z v ON DRAWINGS. 5TOCKPILE TOPSOIL EXTERIOR WOOD SURFACES- TWO -FIREPLACES MUST BE INSTALLED 24 IN. O.G. 54.0 46.0 57.0 67.0 Q OBTAINED FROM STIRIPPING DRIVEWAY GOATS EXTERIOR GRADE STAIN. WITH TIGHT FITTING NON-COMBUSTABLE 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTION R312.2 16 IN. O. G. 40.0 55.0 66.0 7a.0 N AND BUILDING SITE. STOCKPILE ALL FRAMING AND ROUGH CARPENTRY EXTERIOR EXPOSED METAL- MINIMUM FIREPLACE DOORS FULL GROUT 55.0 75.0 a5.0 115.0 - EXCAVATED MATERIAL. NEW AND JOISTS RAFTERS AND STUDS SHALL ONE GOAT ZING CHROMATE AND TWO -FIREPLACES MUST BE PROVIDED - IN DWELLING UNITS WHERE THE TOP OF THE BILL OF AN OPERABLE WINDOW OPENING IS O O EXISTING BACK FILL. MATERIAL AND BE CONSTRUCTION GRADE DOUGLAS GOATS EXTERIOR ENAMEL. WITH A SOURCE OR COMBUSTION AIR, LOCATED LE55 THAN 24 INCHES ABOVE THE FINISH FLOOR AND GREATER THAN 72 INCHES DENSITY OF UNIT (125 PGF)- SEE ASGE STANDARD - MINIMUM DESIGN v z TOP501L ARE TO BE'. FREE OF WEEDS ABOVE FINISH GRADE OR SURFACE BELOW THE EXTERIOR OF THE BUILDING DENSITY OF UNIT (155 PGF) LOAD FOR BUILDING STRUCTURES AND FIR-SOUTH SELECT STRUCTURAL. ALL ALL MATERIAL SHALL BE OF BEST AS REQUIRED BY THE FIREPLACE �• TREE ROOTS, ROCKS AND DEBRIS. WOOD SILLS AND WOOD IN CONTACT QUALITY PITT55UROH PRATT 4 CONSTRUCTION PROVISIONS OF THE -THE OPERABLE WINDOW SHALL COMPLY WITH: different dead load OTHER STRUCTURES -A5GE7-16 TOP WITH MASONRY SHALL BE AGQ. ALL LAMBERT, DUTCH BOY. GABOTS, BUILDING GODS OF NEW PORK STATE �A N ALL SURPLUS MATERIAL THAT IS OPERABLE WINDOW THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES values for differ (PGF) n, UNSUITABLE FOR BACK FILL MATERIAL EXTERIOR SHEATHING SHALL BE I/2 MCKLU5KY5, OR APPROVED EQUAL. THE RESIDENTIAL CODE OF NEW YORK THAT COMPLY WITH SEC. R312.2.2 SOLID CONCRETE MASONRY UNIT WYTHES: '^ SHALL BE REMOVED FROM THE SITE. GDX DOUGLA5 FIR PLYWOOD. CONTRACTOR IS TO PROVIDE STATE OR THE NEW YORK CITY WYTHES THICKNESS (IN mm) 4 6 8 1 10 12 r Q PROTECT ALL TREES WITHIN EIGHT R312.2.2 WINDOW OPENING CONTROL DEVICES- 5HALL COMPLY WITH A5TM F20a0 BORED HOLE MAX SUB-FLOORS TO BE 3/4 GDX SAMPLES OF ALL PAINTS AND STAINS BUILDING GODS, AS APPLICABLE. DENSITY OF UNIT (105 PGF) 52.0 51.0 bq.0 &7.0 105.0 DIAI,- a 40 PERrXW FEET OF THE BUILDING. PROPER PLYWOOD EXTERIOR SHEATHING TO FOR ARCHITECT'S AND/OR OWNERS THE WINDOW OPENING DEVICE AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING DENSITY OF UNIT (155 PGF) 38.0 60.0 51.0 102.0 124.0 OF STD APPROVALS MUST BE OBTAINED BE COVERED WITH "TYVEK" HOUSE APPROVAL. SERVICE WATER HEATING: THE WINDOW TO FULLY OPEN, SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE DENSITY of UNIT (155 PGF) 41.0 4.0 87.0 I10.0 155.0 BEFORE COVERING ANY EXCAVATED WRAP OR APPROVED EQUAL. BLOCK -WATER HEATERS WITH VERTICAL WINDOW UNIT TO LE55 THAN THE AREA REQUIRED BY SECTION R310.2.1 * WEIGHTS OF MASONRY INCLUDE MORTAR BUT NOT PLASTER. FOR MIN TO WOE WALLST 25 WORK. STUD WALLS AT I/2 STORY HEIGHTS GYPSUM WALL BOARD PIPE: RISERS MUST HAVE A HEAT TRAP 2020 RESIDENTIAL CODE OF NEW YORK 5TATE SECTION R305.1 PLASTER, ADD 5 Ib/ft2 FOR EACH FACE PLASTERED. VALUES AND AT ALL UNSUPPORTED EDOE5 OF INSTALLED A5 PER SECTION R702.3.2. ON BOTH THE INLET AND THE OUTLET GIVEN REPRESENT AVERAGES. IN SOME GASES THERE IS A CONCRETE BLOCK PLYWOOD. PROVIDE SOLID BLOCKING THROUGH R702.5b OF THE NEW YORK UNLESS THE WATER HEATER HAS AN Y8 ALL CONCRETE BLOCK IS TO HAVE MINIMUM HEIGHT- CEILING- HABITABLE SPACE, HALLWAYS AND PORTION OF BASEMENTS CONSIDERABLE RANGE OF WEIGHT FOR THE SAME CONSTRUCTION. MIN.ro EDCE "DUR-O-WALL" REINFORCING EVERY AND DIAGONAL BRAGING OF FLOOR STATE RESIDENTIAL CODE. GYPSUM INTEGRAL HEAT TRAP OR IS PART OF CONTAINING THE5E SPACES SHALL HAVE A CEILING HEIGHT OF NOT LE55 THAN 7 FEET. JOISTS AT 8 O.G. MAXIMUM AND WALLBOARD APPLICATION SHALL BE A GIRGULATING SYSTEM. BATHROOMS, TOILET ROOM5, LAUNDRY ROOMS SHALL HAVE A CEILING HEIGHT OF NOT G MED 25 P SPE C WT W THIRD COURSE. FILL TOP COURSE SOLID BLOCKING UNDER ALL TAPE JOINT SYSTEM. ALL GYPSUM -INSULATE GIRGULATING HOT WATER LESS THAN 6 FEET 5 INCHES 6" DIAMETER OF TM env SOLID. MORTAR MIX TO BE ONE PART UNSUPPORTED EDGES OF PLYWOOD. BOARD TO BE 1/2" ON WALLS AND 1/2" PIPES TO THE LEVELS ON TABLE I. EXCEPTION: n, PORTLAND CEMENT, ONE PART LIME ALL GAP PLATES TO BE DOUBLED ON CEILINGS UNLESS OTHERWISE REFLECTIVE WHITE 111 WIT AM 0PEFtZ�o I. FOR ROOMS WITH SLOPED CEILINGS THE REQUIRED FLOOR AREA OF THE ROOM PERGENTANDbOPt'RG9di' `J PUTTY, AND SIX PARTS SAND, OR ONE AND NAILED BOTTOM GAP PLATED TO INDICATED. FINISH JOINTS, J-BEADS. GIRGULATING HOT WATER SYSTEMS: SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 5 FEET AND NOT LE55 THAN 50 THE CONSTRUCTION TYPE KAUS °snUu�T �Be D D MEN OUBLED END � PART MASONRY CEMENT AND THREE END OF STUDS. LAP GAP PLATES AT NAIL DIMPLES, CORNERS AND EDGES -INSULATE GIRGULATING HOT WATER PERCENT OF THE REQUIRED FLOOR AREA SHAL_ HAVE A CEILING HEIGHT OF NOT LESS DESIGNATION SHALL BE NONO MORE rrMiTWO •`- J1 PARTS SAND. CORNERS. WHERE FLUSH FRAMING SHALL BE TAPED AND RECEIVE THREE PIPES TO THE LEVELS ON TABLE I. THAN 7 FEET I��, I I��, ��III , I V��, OR ��V BORE Ea SUC4eS ESTUDSARE SMALL iar� DOULED AW SoD V �- OCCURS, USE MIN. 165A SHEET METAL GOATS OF JOINT COMPOUND. ALLOW 2. THE CEILING HEIGHT ABOVE BATHROOM AND TOILET ROOM FIXTURES SHALL BE TO INDICATE THE CONSTRUCTION I.OG�� O _ CONCRETE JOIST HANGERS BY "TECO" OR 24 HOURS TO DRY BETWEEN GOATS. HEATING AND COOLING PIPING SUCH THAT THE FIXTURE 15 CAPABLE OF BEING USED FOR ITS INTENDED PURPOSE CLASSIFICATION OF THE Oft10 or cur K NO CONCRETE OR MASONRY WORK APPROVED EQUAL. ALL CORNERS TO FINAL GOAT TO BE SANDED SMOOTH. INSULATION: BO1TOM1n'° oRNarcHIN5 n+ SHALL A DONE DU 40 BE MINIMUM 3/2X4 STUDS. HEADERS METAL CORNER BEAD TO BE USED ON -HVAG PIPINO GONVEYINO FLUIDS STRUCTURE UNDER IBC sn� Q TEMPERATURES OF .4.0 DEGREES F. T>4BLE I: MINIMUM INSULATION THIGKNE55 FOR GIRGULATING HOT WATER PIPES SECTION 602 ��Z AND FALLING. NO CONCRETE SHALL SHALL BE MINIMUM 2/2X6 UNLE55 ALL OUTSIDE CORNERS AND AROUND ABOVE 105OF OR CHILLED FLUIDS INSULATION THICKNESS IN INCHES BY PIPE SIZES Q BE: PLACED ON FROZEN SURFACES. NO NOTED ON PLANS. MINIMUM BEARINO ALL OPENINGS. BELOW 55OF MUST BE INSULATED TO u FOR STUDS, JOISTS AND BEAMS SHALL THE LEVELS IN TABLE 2. HEATED WATER NON-GIRGULATING RUNOUTS GIRGULATING MAINS AND RUNOUTS l ADDITIVES SHALL BE ALLOWED BE 3 1/2". USE DOUBLE JACK STUDS ELECTRICAL TEMPERATURE (F) UP TO I" UP TO 1.251, 1.5" TO 2.0" OVER 2" REFLECTIVE RED rleuleEReoseN WITHOUT WRITTEN PERMISSION OF THE PANTONE # 187 ARCHITECT ALL CONCRETE 15 TO BE FOR HEADERS OVER FIVE FEET IN ALL WORK SHALL COMPLY WITH THE: 170-I80 0.5 1.0 1.5 2.0 e9mmoR Olt BEMIN6YUILL O MIN.ARCHITECT P.S.I. AT C DAYS 4,BE LENGTH. NATIONAL ELECTRICAL CODE AND ALL NOTES: 140-160 0.5 0.5 1.0 1.5 U] STATE, LOCAL, AND UTILITY COMPANY 1. OBTAIN ALL PERMITS PRIOR TO NOrcH�o 0- N O W PSI FOR GARAGE SLAB. PROVIDE ALL NOTE: CODES AND REGULATIONS. ALL THE START OF WORK. 100-130 0.5 0.5 0.5 I.O PERGBIrO O Cn O SLEEVES AND FOUNDATION VENTS AS FOUNDATIONS CHAPTER 4 DESIGN CIRCUITS SHALL BE MINIMUM 15 AMP. sAeE, Is�,�,� n� REQUIRED BY NY5 CODE. UNLE55 5A5ED UPON PRESUMPTIVE LOAD POWER WIRINO SHALL BE MINIMUM 14 2. ALL BEDROOM TO BE PROVIDED DESIGNATION FOR STRUCTURAL TOPPUI ACAOSS�TBTte 1� « () INDICATED, ALL FOUNDATION BEARING VALUES OF SANDY GRAVEL AWG. CONVENIENCE OUTLETS SHALL TABLE 2: MINIMUM INSULATION THICKNESS FOR HVAG PIPES COMPONENTS THAT ARE OF PLATE AT EA 44SIDEor FOOTINGS ARE TO BE A MIN. 5" DEEP WITH ROD � SHELF, ALL LINEN TRUSS TYPE CONSTRUCTION I N TFE NOT6H MAH>SIDE AND/OR GRAVEL AT 2000 LBS PER BE LOCATED 12" ABOVE FINISHED CLOSETS TO BE PROVIDED WITH 5 � STROKE Ne.I�sEkH31DE {- z PROJECTING 6" ON EACH SIDE OF THE SQUARE FOOT. CONTRACTOR TO FLOOR UNLESS OTHERWISE INDICATED. ROW5 OF SHELVES. PIPING SYSTEM FLUID TEMP. INSULATION THICKNESS IN INCHES BY PIPE 51ZE FOUNDATION WALL. PROVIDE TWO #4 CONSULT ENGINEER IF DIFFERENT SOIL ALL 5WITCHED TO BE LOCATED 36" TYPES RANGE (F) 2" RUNOUTS I" AND LESS 1.25" TO 2" 25' TO 4" DEFORMED BARS CONTINUOUS IN THE MATERIALS ARE FOUND UPON ABOVE THE FINISHED FLOOR UNLESS 3. DOOR TRIM AND BASE MOLDING ■ "F" FLOOR FRAMING, INCLUDING Q HEATING SYSTEMS ■ ■ FOOTING. ALL 4" THICK CONCRETE EXCAVATION OR TE5T HOLE, FOR OTHERWISE INDICATED. SUPPLY TO MATCH EXISTING ■ ■ GIRDERS AND BEAMS SLABS TO HAVE 6X6 10/10 WELDED LOW PRESSURE/TEMPERATURE 201-250 1.0 1.5 1.5 2.0 ALTERNATIVE FOOTING AND RECOMMENDED LAMPS IN ALL "R" ROOF FRAMING WIRE REINFORCING. ,ANCHOR BOLTS IN FOUNDATION WALL DE51GN FIXTURES. 4. ALL BATHROOM FIXTURES AND LOW TEMPERATURE 120-200 0.5 I.O I.O 1.5 BUILDING "FR" FLOOR AND ROOF FRAMING P c`v CONCRETE SHALL BE HOOKED 5/&" X FAUCETS TO BE SUPPLIED BY OWNER STT=AM CONDENSATE STANDARDS AND CODES FISUREReo2e.i O SAMPLE-TITLE IQ NYCRR PART 1265.4 TOP PLAM rRAMIN5 To I N 12" AT MAX. V O.G. PROVIDE BITUMEN AND INSTALLED BY CONTRACTOR (FEED WATER) ANY 1.0 LO 1.5 2.0 PLACE ENGINEERED WOOD PLACARD AacortMODATEPIPINB EXPANSION JOINTS BETWEEN SLABS NOTE:: ALL NON-ENGINEERED LUMBER O I � BOX AND FOUNDATION WALL5. TO BE DOUOLAS FIR #2 OR BETTER COOLING SYSTEMS ON OR ADJACENT TO ELEGTRIGAL METER 5. FINISHES TO BE SUPPLIED CHILLED WATER REFRIGERANT 201-250 1.0 1.5 1.5 2.0 � Q z • BY OWNER TRUSS DES I C NET 101� S I C-�N 5TU0 1�OTG�I NC D�T�I L. .. w AND BRINE 120-200 0.5 I.O I.O 1.5 SCALE: NTS SCALE: N.T.S. m 4 Q � Q