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Home My WebLink About51962-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#: 51962 Date: 05/30/2025 Permission is hereby granted to: Leonardo Rivas 34 Middleton Rd Greenport, NY 11944 To: Legalize an "as built"basement apartment and construct additions and alterations to an existing single-family dwelling as applied for per SCHD approval. Basement apartment is subject to the issuance of a rental permit.Additional certification may be required. Premises Located at: 1385 Middleton Rd, Greenport, NY 11944 SCTM#41.-2-8 Pursuant to application dated 04/16/2025 and approved by the Building Inspector. To expire on 05/30/2027. Contractors: Required Inspections: Fees: As Built Apartment in Dwelling $1,022.00 Single Family Dwelling- Addition&Alteration $615.00 CO Single Family Dwelling-Addition /Alteration $100.00 Total S1,737.00 Building Inspector �� 'ZOMMt��f TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-95021itt s://www.southoldtownn . Gov .fix Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. I Building Inspector. //�%/%r %�f//��ii�%%// ii%/r/�/r////�i/�r/r%r �//,i/,r Date: :.r,rrr r v/ ,r/l,/i /% Name: Alba Ramirez & Leonardo Rivas SCTM # 1000-41-02-08 Project Address: 34 Middleton Rd. Greenport, New York. 11944 Phone#: 1 (631) 839-3654-11 Email: correol @hotmail.com Mailing Address: 34 Middleton Rd. Greenport, New York. 11944 rr / or r ^l.„/�/�„,r�,,��.r/r�,.J//�//r//i„.,i..p.r/.:.i�..o�/a.ii....t//r r/i///r,.rci r,,r//,,r/!r/„..✓/!o�rr r,///r,rra.r./r//r./// t//r/yr rr, / r,l1I..r��//rr✓./.,�/,,/r,,,r.J,,f,//r,'ff l r �J lr sr , vr/irf/,l/ , r.r..Name: Leonardo Rivas Mailing Address: 34 Middleton Rd. Greenport, New York. 11944 Phone#: 1 (631) 839-3654 Email: correol @hotmail.com , n ,; r! r /r r/ r,r r � rr, �, i, r rr , r / i r, , u / r, �r , r, / r r r., ,r.,,, r : r /i r �, / i, ,,,/ rr /i i /, // /i/ / „/ I ! ,/, r// r i i,, ri rr 4/1 /// r/,,///c/r�� r , r , /..,//%,/, / /,/ / r .// r, /�, ,1/%/'/'/�'/ / / //� l/i f /, //90l 1 � r. /..//.r.. / ✓/rrr ro /./� / ,rir �r / / r,;1 1/ r��r.. r r. f /r r,% �/,i..�/r,/i,/� /.. rr::r /, //„/�r r // r r ��.//�� r r� r� r�r /i��,/ r/rr 1/ � I t ��/� �1��r /� l `�� 11 "r//%1, ;'✓,//,� r� ,rp, (///�r ,r�/,/� / , �,,.�ip rir%i„/ ////%�aios:.,�L9,r%/r/ `vrrrifi/ rrrr,,,,,c,6ffs, i, .,,,,rl rr r, , . .ra ..,, ',.. Name: Louis Schwartz Mailing Address: 7 Ridgewood Bayshore NY 11706 Phone#: 631-839-4824 Email: tiderunnereng@gm ;lf m lom rrr p //r„/ar/r o I /1r/r, r/r/r1/�r/f r,,/o//r%///Ir,�,��.//�a�/////�r.1,/r/i�%„i/�r�///r%��/a/r/,/,,.,r.,/rrir/ r�/./,lr,./r{--.�//�///J/ra..r.,rr�r/,r//r„�//,//.,,r/r../a///////i//r,,..rri/�i�r/�r i/r,,,.,r%,r/,�,/�/i%rl'r/�r.,i,,�I1rr r//,/,/,r/,/�//././rc/i ir,t///.0./s/,r///;/r,��,r,/r//1/,r//,/ri/,pr/i/////l///;;:r///r,/%irr/�✓i///%/�/1,r/,/,,�/�r,�i�/.//��/l�>�,(�lD,rJ�?//J,fl,f//1,�,l/,f./1%11�, /l rr irl/r,1.��r.,/,r�,/%rrr r r „✓J�„ "W/ / ,,./rr /�i,/ ri,. Name: Leonardo Rivas Mailing Address:34 Middleton Rd. Greenport, New York. 11944 Phone#: Email m I'll"V 1 (631) 839-3654 correol @hotmall.co r r � > o 111- r r :/, ri r,a0 r r s r1r/ r!i. ,r /, ,/, ry , /rrr r rp !, 1, r✓ ,crti� _r ,r rrr r� // /,,✓r /ii�iJ, _, % r., //, // H / �/ / , M�� ,, %l7A rr a r r r. rr r pl /�,. r�rG / / r, ir/,� rrr �r/ l /' i,.,r /% r /raJ.�l/�Il/!r//; r/rrr✓, %// //� r%/// /r f /,/,//�%,,,1� ro r l� /r� r//, , �l,✓r a,/"Il, r,�l/r l„ . //% rl ,//�� r I / ,l//��1, � ��l,�r(/l� - ,, i��lrn rv,,l /�t �l�/ 1 uir¢, /rII// � /r r// r r✓, / / „rr,,,.,:, ,,v,,,,,,,,, ❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project„ ❑Other $ 75,000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ONO m. 1 e;," „/,,,r"- ! .,r r iii -�, i ,„ ,c': ' %i ,'/ i/ r/�//ram/%%'//!Oi ///r/ %ice%� r/Dili;,r%/ /U1-�� r �,/I/�% is /i,,, / r/ PRIPERTY INORMA714N / /, Existing use of property: Primary residence Intended use of property: Primary residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ONO IF YES, PROVIDE A COPY. �s/r./� � . /,�/.a o a j,9/7 ICI r r / Application Submitted By(print name): eoo e?? ❑Authorized Agent i 6 wner Signature of Applicant: Date: STATE OF NEW YORK) COUNTY OF ) r k � being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the L' �'— (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this M /SLday of � 2e 13RANDON E CHAVEZ Notary Public-State of New York NO.01CH6429336 Qualified in Suffolk County R ^�YAUTHORIZATION My Commission Expires Feb 14, 20LG NM m (Where the applicant is not the owner) 1, residing at do herebyauthorize to apply on my behalf to the Town of Southold Building Department for approval as described herein.. Owner's Signature Date Print Owner's Name 2 Generated by REScheck-Web Software Compliance Certificate Project 34 Middleton Energy Code: 2018 IECC Location: Greenport, New York Construction Type: Single-family Project Type: Addition Project SubType: None Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 34 Middleton Rd Greenport, NY 11944 Compliance: 5.6%Better Than Code Maximum UA: 124 Your UA: 117 Maximum SHGC: 0.40 Your SHGC: 0.18 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. Salo oou rl ade prardeofra are no k) ng a :onsa deue�d uuu Vlw h. or prefil )rrnar'uce a.uampMa ance pall u n R,[Si:heck f Each a ab..on g� ade aasour b�y in the a14aea nfied dh nate zone rnu.a• meet dw ornikrn niiau.ainn auaaru�.wf a� codelinsa dadq:m Ilea aYiue and rkepLhr rump u k nr'nernh:a. " N 4 1 Ceiling: Flat Ceiling or Scissor Truss 1,030 30.0 0.0 0.035 0.026 36 27 Wall:Wood Frame, 16" o.c. 1,363 15.0 5.0 0.053 0.060 69 78 Window: Vinyl Frame 61 0.200 0.320 12 19 SHGC: 0.18 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requ erw is listed in the REScheck Inspection Checklist. Louis Schwartz 4/14/25 Name-Title Slgnature of NE Date 7 6 S Project Title: 34 Middleton Report date: 04/14/25 Data filename: Page 1 of 9 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Se on f Pre-Inspection/Plan Review Plans Vert ied Value Field Verified Complies? & Re .I D -----.. .. . .._... �. ....�...� �. .,�..W_._..�....,..�...,. ._ ....W...... .,_ ...... ......... ❑Complieses. Comments/Assumptions..._. 103.1, Construction drawings and 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the ❑Not Observable 1r building envelope.Thermal envelope represented on ❑Not Applicable construction documents. 103.1, Construction drawings and ❑Complies 103.2, documentation demonstrate ❑Does Not 4033 energy code compliance for ❑Not Observable [PR3]1 lighting and mechanical systems. ❑Not Applicable Systems serving multiple dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, ..___..._..._�and coolin equipment ........ ,.M_._ .m...,.w . . ,.. ...... � ......._.�..�._. ._ _.__ -_ ..�� ...m. Heating _.. eating: Heating. ❑Complier 9 q ui P nt is H 403.7 sized per ACCA Manual S based Btu/hr Btu/hr []Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: ❑Not Observable Manual J or other methods Btu/hr Btu/hr ❑Not Applicable approved by the code official. --------------- Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium I�Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 34 Middleton Report date: 04/14/25 Data filename: Page 2 of 9 Section # Foundation Inspection Complies? Comments/Assumptions & Re .ID 303.2.1 A protective covering is installed to ❑Complies [F011]2 protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below ' grade. ❑Not Observable ❑Not Applicable ...mm _ .. .._ _._. _ _ _.... .._ ..... .............. 403.9 Snow-and ice-melting system controls❑Complies [FO12]2 installed. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: g Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1Hi " _ [.= �.. r _ .� Project Title: 34 Middleton Report date: 04/14/25 Data filename: Page 3 of 9 . 9 9 p Plans Verified Feld Verified Complies? Assumptions 6 Re ID Section IValue Value �. _.._. .. ,.. 402.1� Glazin U-factor(area-weighted U- U ❑Copliese5 $eommentsP � # Framing / Rough-in 9 ( g the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.33, ❑Not Observable 402.5 ❑ [FR2]1 Not Applicable t I30 R4j.3 are determined intactcor products ❑Complies 1 dance ❑Does Not with the NFRC test procedure or taken from the default table. ❑Not Observable []Not Applicable 1402.4.1.1 Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 []Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits_. 402 4.5 IC-rated recessed lighting _ - --- ............... _ p..-.. ....... fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate <_2.0 cfm leakage at 75 Pa. ❑Not Observable []Not Applicable 403.3.1 Supply and return duct.._.._, -.. ... ,..� .......... __y_ . ...� _. .�. _..... s in attics ❑Complies [FR12]1 insulated >= R-8 where duct is []Does Not >= 3 inches in diameter and >= []Not Observable R-6 where < 3 inches. Supply and return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for< 3 inches in diameter. [FR13]2 boxes air are sealed the filter ElC . .plie_ � ...__�. ..... �.. ... omplies �........_ m 1 Does Not joints/seams compliant with International Mechanical Code or ❑Not Observable International Residential Code, as ❑Not Applicable applicable. 403.3.5 Building cavities are not used as ❑Com lies [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 403.4...._.. .HVAC piping conveying fluids _ R- _ _ .._... R- ❑Complies [FR17]2 above 105°F or chilled fluids ❑Does Not below 55°F are insulated to >_R- ❑ 3 Not Observable ❑Not Applicable .................... 1403.4.1 Protection of insulation on HVAC []Complies [FR24]1 piping. ❑Does Not 40, ❑Not Observable ❑Not Applicable __ _...... ..__.. .... ....., ... ��..� , ,®.. . .. ....... _. �� .......� __ . 403.5.3 Hot water pipes are insulated to R- R- ❑Complies [FR18]2 __>R-3. ❑Does Not []Not Observable ❑Not Applicable __�.e e _.. _....... ..... ...-....._............ .._.......� 403.6 Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. [-]Not Observable ❑Not Applicable 1 9 p � _ ._ Tier 3) mm mIT ITma mm um Impact(Tier 2) 3 Low Im act(ITw m Hi h Im act(Tier 1) 2 Medium I Project Title: 34 Middleton Report date: 04/14/25 Data filename: Page 4 of 9 Additional Comments/Assumptions: 1 Hi h Im (Tier 1)act m 'p 2 �m medium WW Y _ �p �� Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 34 Middleton Report date: 04/14/25 Data filename: Page 5 of 9 Section P Value Value P es? Comments/Assumptions & Re ID lnsulatlon Ins ection Puns Verified Field Verified Comp lies? ..._ ......__ 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable t insulation R-value. If lies See the 402.2.5, mass wall l with at least 1/z ofthe s is a p Envelope® Wood ❑ Wood ❑Do sNot able for alues assemblies 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior,the exterior insulation ��„" requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable __............... ®. ._....... ._ _. _ ...._ ._...........m. �. 303.2 Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 JMedium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 34 Middleton Report date: 04/14/25 Data filename: Page 6 of 9 ns _ ID # Final insulation� Field Ven! Sect�ion Pia fled Inspection Value V.. l... ue f�i.e.._d .C...�om..p_._i.e�s_ ,.., Comments/Assumptions & Re w... 402.1 Ceiling R-alue. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.E ❑ [FI1]1 Not Applicable 303.1.1.1, Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [F12]1 Blown insulation marked every ❑Not Observable 300 ftz. ❑Not Applicable .2.3 Vented attics with air permeable ❑Complies [F122]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R- R ❑Complies (F13]1 insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50= ❑Complies [FI17]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.3� Ducts are pressure tested to cfm/100 cfm/100 ❑Complies 1determine air leakage with ftz ftz ❑Does Not Rough-in test:Total E]Not Observable leakage measured with a pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. _ [03.3.4 Duct 100 ft2 across the system of< or ft ft ❑Doe PN ..�-� � =4 cfm/100 cfm/100 ❑0om lies 1 y z z of <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests, verification may need to ❑Not Applicable occur during Framing�nspection _ww_ww....__ ._.... _. ._..._ 403.3.2.1 Air handler leakage designated ❑Complies [FI24]1 by manufacturer at <=2%of ❑Does Not design air flow. [-]Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [FI9]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable _ ..__.._ ...mmm._................ ...... ._ ... . _... _ . ...._. 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Com lies [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable _ .� ... .... 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) �w®_..w. .w...�_ .. �. .,,LIVI diem .m.. -� . Project Title: 34 Middleton Report date: 04/14/25 Data filename: Page 7 of 9 Se ion m �P_l.�an Provis .� fied Field iel luefied .�...�Pl, C.-..o.._m..�ment_s_/.As sum Ptions# Final Inspection ions Value Va & e ID _„................., 403.6 1 All mechanical ventilation system ❑Compli es [F125]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits per Table []Not Observable ❑ R403.6.1. Not Applicable ..._.._ _....- ..........__ m ........... ..... ... ._.. __ __. __ ..... _ 403.2 Hot water boilers supplying heat ❑Complies [F[26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable 403.5.1.1 Heated temperature. _.... ..._. .W_--.�..... .... ..., ... ........ .... ..... ......� �_ __.....�..�......__ � ._....._...-._�. d water circulation systems ❑Com lies [F128]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace.... lies comply with IEEE 515.1 systems UL O❑DoespNot .... 515. Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403.5.2 ....._.Demand recirculation water _... _._.... ,_. _ ,...., x=.m..M , :,..... _ ..... .�.._..�. -.. ......__� _........._. ...�.. ❑Complies [F130]2 systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable piping to <= 104°F. 403.5.4 Drain water heat recovery units ❑Complies [F131]2 tested in accordance with CSA ❑Does Not 1355.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units< 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. 1 /o 90 or more ofg permanent _. .. .... ......... _.._ ... .. 404j ❑Cora`up. [F16 fixtu res have high efficacylamps, � lies Does Not ❑Not Observable ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies [F123]3 no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable 3 . .Compliance certificate pos._ted. . _... . ❑Complies 401. [F17]2 ❑Does Not ❑Not Observable ❑Not Applicable Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier l) 2 _ ___.._.. ....._ _.._ . Project Title: 34 Middleton Report date: 04/14/25 Data filename: Page 8 of 9 I � Final Inspection Pla Value Value FielV lue Verified p ' ptions Sectlon & Red D Provisions ❑Comm1ehes Comments/Assum 303.3 Manufacturer manuals for P 3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable []Not Applicable Additional Comments/Assumptions: p.�..._. ... _�.�..... 1 High Im act(Tier 1)Wn^^ 2 Medium Im act(Tier 2)- 3 Low Im act(Tier 3) J Project Title: 34 Middleton Report date: 04/14/25 Data filename: Page 9 of 9 N Efficlency Certificate Nl4 l Above-Grade Wall ®20.00 Below-Grade Wall 0.00 Floor 0.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): � mm m m Window 0.20 0.18 Door Heating System: Cooling System: Water Heater: Name: Date: Comments SURVEY OF PROPERTY AT GREENPORT •- N WASIHNGTON AVENUE TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. 1000-41-02-08 SCALE I'= 30' DUNE Od 2024 - IMM AUGUST 20,2024 s ! r� dP:- .`.' c T � ..FEBRUARY 25,, 2025(FTnd Sunry)Oil ._.Q 3.6' WWI is. Pit`d Q 2.5 ar.sr. - —Tios� EL 29, -� 7- um.��,4"CAND=mac»ice t) O I.A MINIMUM OF INCHES APPROVED REINFDFGED PRECAST r _ CONCRETE EIOTTIIM AND S INCH WALLS 2.AN 6'MET IN NAMEIER BY 6 FEET NIGH A?PROti D T t OA7 r' �. 3 A# tl�M1 CON -.TE 6 INCH F� � �A �'" -_ 4_DROP YS MUV BE PFD OR OTHERWISE IIRMLY bow _EL S.LIQUID DEPTH MJST BE S FEET. rs� nAaY eaDw caw a 4 ? �� '� � �"�—�� (ELI257BROW 9L SAND SW NIORA'AS 70 CaWS£SAND - w7N tO-TOf GRAWl SW pro r'sa y { A IwTex MY BROW rIME ro caws r (ELas,j y 1ND 07N 10-219&RAWEL SW � - s d 4."^ Y Y MOM `t (ELBT) 'ooa a Y SLW wnm+ENCYAAV7EAFD rze'EIElOw - SC 9A7FACE Al - f a Y 3L t (EL6.o') P�.. (EL95) IY Y ;C SJ ,IJ T_D W� c YS r R S€PS t tC SYSTDW AS lNSTA ED /` S:N_L_ H Y I"Ezt J .�,� (1)75W GAL PRECAST CONOM7E 3EPIlC TAW W24-1152 j 141 4'DEEP PRECAST COYCRETE LEA04WG a4uns -dndmoom edge o/heehwotar wet/onde- F is '�. � �QN 1-.ted by Peppnlc Surveyors on June 11 2024, _ �- y sr Y g s § "f <3G Y . oAueY I --145' Tns' ( � GALLEY 2 w' BAUEY J .Te.!'' TO' (EL46') cAUIY 4 43' - �` PIPE . EIEVA 7104S A6FER KED 70 MA Be - (B}„S<gam'Au 4 k -rA Lc Na t AA'T`ALM"IWM OR.AMqt.TO A VIMADOW ' - Eaj`wF At N x Bern: AEs z AREA = 12,723 SO. FT. COUNTY OF SUFFOLK EDWARD P. ROMAINE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H. PIGOTT, MD, MPH Commissioner ALBA RAMIREZ March 25, 2025 34 MIDDLETON ROAD GREENPORT, NY 11944 34Middleton Road R-24-1152 In % l ALBA RAMIREZ, The Office of Wastewater Management has performed an inspection of your site on 12/10/2024. The inspection of the Sewage Disposal System and/or Water supply, as required by the approved plans and permit conditions, has been completed and found to be acceptable. The review of the "Final Paperwork" may require the need for additional inspections. Please do not hesitate to call (631) 852-5700 with any questions. Regards, Office of Wastewater Management CC: DONALD METZGER LEONARDO RIVAS DIVISION OF ENVIRONMENTAL QUALITY-OFFICE OF WASTEWATER MANAGEMENT 360 Yaphank Avenue,Suite 2C,Yaphank, NY 11980 (631)852-5700 1 Fax(631)852-5755 SURVEY OF PROPERTY A T GR.�`ENPORT ASHINGTON AVENUE TO N OF SO UTHOLD SUFFOLK COUNTY, N. Y. 1000-41-02-08 SCALE. 1'= 30' JUNE 05, 2024 AUGUST 20, 2024 (Revisir7s) DECEMBER 27, 2024 (Re&WWZions) RY MOSCA FEBRUARY 26, 2025 (Final Survey) HER & M WATER) NFIS-To WIC PUBLIC D� NG N (EL.16.0') ^p z ` � PVC.FENCE SHED OL Ct. / , L I S T � Cn (EL.12.5') \ X O WNDW. r C� LG c-1 \ - EX LG4No 49� * a 1� 5 V- PVC.FENCE�\ RSE SAND 0 CHIM. L SW Z N \Y o Q METER TERw` ' TO COARSE 7 w RAVEL SW `9 ,, 25W �7p0 fr '� orh Iy B' BELOW \ O 0 GKA� FENCEU3 A_ (EL.8.2') 100.0, R13 O � 34 1 � � i ��' '[ pR\�w p•� o \ / PIA 115 66, GRAB / 10, (EL.9.0') OR\VEw�j *�0 W (EL.9.5') � \ 1000. EXISTING SEP11C SYSTEM \ REMOVED OR ABANDONED - FIELD PER SCDHS STANDARDS �EWC'Z o ��- BAN' TER) �m O U, WIV PUB��C WA (DWELLING AS INSTALLED / 7 CONCRETE SEP71C TANK CONCRETE LEACHING GALLEYS / Landward edge of freshwater wetlands as �[ located b Peconic Surveyors on June 11, 2024. l �A TION y y 9' / �[ 3 5' 1.5' 1 / 3L (EL.4.8') 5' / WOLA AON 9N LAW. CER77f7CA 77ONS ?EOF THE SURVEYOR ONLY AREA = 12, 723 SQ. FT. 7N BUILDING DEP RT T DATA: 00 A I TI AO=N N ABBREVIATIONS Classification/Floor Area 00 AGQ ALKALINE COPPER QUATERNARY LVL LAMINATED VENEER LUMBER Floor Level Existing Proposal Total ACT ACOUSTICAL TILE MAX MAXIMUM Cellar (Finished) O O O AL ALUMINUM MIN MINIMUM j J t ALT ALTERNATE MRB MARBLE p 1st Floor O O O AFF ABOVE FIRST FLOOR MS MARBLE SADDLE lstl 2nd Floor O O O . ASF ABOVE SUBFLOOR MTL METAL A.S. ALUMINUM SADDLE NA NOT APPLICABLE (ave) NBAZPMENT E OA L I 4AT I Q I- Total O O O A.P.B. ANTHONY POWER BEAM NIG NOT IN CONTRACT B.C. BRICK COURSES NOM NOMINAL Garage O O O { BD BOARD NR NOT REQUIRED BOT BOTTOM NTS NOT TO SCALE IL Q Front Porch :, e % D BLDG BUILDING OC ON CENTER CBB CEMENT BACKER BOARD OGC OCCUPANT(S) ONN Rear Porch CL CLOSET OH OVERHANG M Decks CLG CEILING PART. PARTITION S' CLR CLEARANCE) PC POURED CONCRETE ' COL COLUMN PT POINT GONG CONCRETE PKT POCKET GMU CONCRETE MASONRY UNIT RAD RADIUS CT COLLAR TIE REQ. REQUIRED Z GJ CEILING JOIST REV REVISIONS) CANT CANTILEVER RM ROOM -" CMD CARBON MONOXIDE DETECTOR RR ROOF RAFTER DIA DIAMETER R/R REMOVE AND REPLACE lL Z DIM DIMENSION SEC SECTION DR DOOR SF SQUARE FEET DTL DETAIL SIM SIMILAR W O DWG DRAWING so SQUARE U Q DN DOWN STL STEEL EA EACH SD SMOKE DETECTOR N EL ELEVATION STD STANDARD EQ EQUAL TC TOP OF CURB EX EXISTING TEL TELEPHONE DE I N. R301.2.1.1 (2020 Residential Code of New York State) EXH EXHAUST THK THICKNESS •� EXT EXTERIOR TOS TOP OF SLAB g Desi n Criteria Construction in regions where the basic wind speeds -� /- Q EF EXHAUST FAN TX TOILET EXHAUST - exceed from Figure R301.2(4) equal or exceed EW EGRESS WINDOW TXF TOILET EXHAUST FAN / / \ 130 miles per hour shall be designed in accordance FC FIRE CODE TYP TYPICAL / with one of the following: d ? FD FLOOR DRAIN TEM TEMPORED 'P` 2 -5 _.✓ FIN FINISH Plans have been designed FINISHED) TEMP TEMPORARY in accordance with: 2020 New York State Residential Code FLR FLOORING) LION UNLESS OTHERWISE NOTED / V) FPSG FIRE PROOF SELF CLOSING vIF VERIFY IN FIELD �- — 71 FT FOOT(FEET) WC WATER CLOSET CLIMATIC $ GEOGRAPHIC DESIGN CRITERIA: 0 FJ FLOOR JOIST WR WATER RESISTANT / (Table R301.2(1) U GA GAUGE Wind Exposure Category: B Q GALV GALVANIZED / Ground Snow Load: 20 PSF a0 GFI GROUND FAULT INTERRUPT GL GLASS 00 Wind Speed: 130 mph 3 sec Gust x GWB GYPSUM WALL BOARD 110 fastest mile Z HC HOLLOW CORE Special Wind Region: NO 0 HDW HARDWARE ' NO O O HM HOLLOW METAL O Wlndborne Debris Zone: Z HOR HORIZONTAL Seismic Design Category C Q Q� W Q� O HP HIGH POINT HT HEIGHT ~ N U W Z O o Weathering Severe NAC HEATING/VENTILATION/AIR CONDITION \ o. Ck Frost Line Depth: 36 inches Q W Z 0 ^ ^ O INT INTERIOR � 3.�6 INCHO } Termite Infestation: Moderate to Heavy INV INVERT v Decay Probability: Slight to Moderate W (� JT JOINT Co-' o KIT KITCHEN LAV LAVATORY Winter O Design Temperature: 15 Z � Q Ice Shield Underloyment Required Valleys and Perimeter 0 0 W ` 7�S0 Flood Hazard Exempt w Air Freezing Index 599 Q W 13150 ..• Exist 1st o N � Mean Annual Temp 51 New Fbor Deck o 600 Dormer MIN. DESIGN PRESSURE DP RATING: z cV '• 9a ' � O a/ 1315 Windows O ZONE 4 DP 25 Doors nl a a New \ ZONE 5 DP 30 Z Dormer , ry O ZONE 1 DP 25 U W ZONE 2 DP 30 Q rn ZONE 3 DP 30 ZONE 1 DP 20 O ` 5 o A22rO ri n1 ZONE 2 DP 45 Legend ` ZONE 3 DP 45 � o w Existing Walls to Remain 0 35 Q Zane DiBgilism Full Front Rear Dromer Existing Walls to be Removed _ _ _ _ _ _ _ ; p.00 2nd Floor Interior Alterations 85 New 2ndi—L '*Floor Deck �' - New Walls and Partitions 0 "` �` kdi Insulation z� � N 3050 � � �` - O � W � O H o Gable Interior u Door =_ g wall ® Zone > � o_ � .c Window -- r— Zone a ZonPore ttr '' W O 4 � Zone 4 �' � ~ Structural Beam - ` / - ' c pj 10 Minimum Uniformly Distributed Live Loads: Table R301.5 ` USE LIVE LOAD DEAD LOAD Q N Outlet - Decks a Exterior Salconles 40 psf 10 psf o - / Passanger Vehicle Garages 40 psf 10 psf GFI Outlet A a ,I-GFI \ / TTICS Habitable or w/Fixed Stairs 30 psf 10 psf Switch / ATTICS without Storage 10 psf 10 psf c7 h r� Z .... , ATTICS with Storage 20 psf 10 psf w A Q z A ` / ROOMS other than Sleeping Rooms 40 psf 10 psf ¢ 3 Ceiling Fixture Sleeping Rooms p 30 psf 10 psf U Ca I Ca I U /- �1 Stairs 40 psf 10 f ` SCALE: Exterior Fixture p ps Guards and Handrails 200 psf 10 psf 1"_10' Smoke Detector © Q , - / Guards In-fill components 50 psf 10 psf 0 CO Detector Fire escapes 40 psf 10 psf H �P�E" y0 G 115•�O ALLOWABLE DEFLECTION: Table R301.7 * Vent ® Structural Member Allowable Deflection c^ Rafters having slopes greater than 3/12 with no finished ' 77006 Vent/Light ceiling attached to rafters L/180 '°�P SSI OFEON Ceiling Fan Interior Walls and Partitions H/180 DWG. NAME: Floors L✓360 COVER. C Ceilings w/brittle finishes(including plaster and stucco) H/360 Ceilings w/flexible finishes(including gypsum board) L/240 SHEET All other Structural Members L/240 Exterior Walls w/plaster or stucco L/360 DWG. NO.: Exterior Walls-Wind Loods(a)w/Brittle Finishes L✓240 Exterior Walls-Wind Loads(a)w/Flexible Finishes L/120 Lintels supporting masonry veneer walls L/600 cowl a. The Wind Load shall be permitted to be taken as 0.7 times the Component and Cladding loads for the purpose of the determining deflection limits herein PAGE 1 OF 10 N ` GENERAL NOTES TABLE Rr102.2 MINIMUM SPEOFlEDCOMPRE551VE STRENGTH OrCONCRETE RIDGE STRAP DETAIL TYP WALL/WINDOW AIR SEAL 00 FIRE/SMOKE DETECTION GIRDER TO S.S.P. COLUMN17 TYPE OR LOCATION OF CONCRETE CONSTRUCTION 01 a.ALL CONSTRUCTION TO CONFORM TO ALL STATE AND LOCAL CODES. a. 1 INSTALL SMOKE&CARBON MONOXIDE DETECTORS AS SHOWN ON PLAN. nlwruM sveaFlED coMPREssvE INSTALLATION @ 16"O/C 00 b.THESE DRAWINGS DO NOT INCLUDE COMPONENTS NECESSARY FOR CONSTRUCTION SAFETY. b. SINGLE&MULTIPLE STATION SMOKE ALARMS ARE ALSO TO BE INSTALLED IN CELLAR AND SHALL CONTRACTORS ARE SOLELY RESPONSIBLE FOR SUCH COMPONENTS. sTRENGTHa(fc) LSTA24-980 Ibs, UPLIFT ° 1 ^ c. BUILDER TO OBTAIN CERTIFICATE OF OCCUPANCY(CO,) BE INTERCONNECTED SO THAT THE ACTUATION OF ONE ALARM WILL ACTUATE ALL ALARMS, IN ° - ' , M ACCORDANCE W/R314. POWER SOURCE FOR SMOKE ALARM SYSTEM IS TO COMPLY W/R314. weatfie""°Potential b1 . D i I'p d. BUILDER TO CARRY WORKMAN'S COMP. INS. IN AMOUNTS AS REQUIRED BY LAW. c.AT LEAST ONE CARBON MONOXIDE ALARM IS TO BE PROVIDED IN EACH DWELLING UNIT, IN THE Negllglble Moderate severe ° ° ° ° ° u e. ALL WORK SHALL BE FULLY GUARANTEED FOR ONE YEAR AFTER C.O. IS ISSUED. IMMEDIATE VICINITY OF BEDROOMS ON THE LOWEST FLOOR LEVEL.THE CARBON MONOXIDE Bossmentwere,foundationsand.the,concretemotExposedtotheweatier �110� 1�, ° f. OWNER TO BE RESPONSIBLE FOR FINAL SURVEY AND COSTS AS REQUIRED BY BUILDING 2- 2- 2,50i v - ALARM IS TO COMPLY W/UL 2034 AND UL 217, AND IS TO BE INSTALLED AND MAINTAINED IN � � DEPARTMENT. Be semen slabs and Interior slobs on grade,except garage floor nlabn 2,500 2500 2,SOOc •`v 1. ILtILING GYPSUM BOARD AS AIR BARRIER I,- '� ACCORDANCE w/ MANUFACTURER'S INSTRUCTIONS. P ENGINEER HAS NOT BEEN RETAINED FOR ANY FIELD SUPERVISION OR INSPECTION. 1° g• d. EXTERIOR WALLS& INTERIOR LOAD BEARING WALLS TO HAVE FIREBLOCKING e„a,,,en+wall,,+ro,lr,dar,",,,,Il,,exterior,,,,llsane,n,er..ernaal°„larete �yQ h. DRAWINGS ARE NOT TO BE SCALED BY CONTRACTOR.ANY DISCREPANCIES ON DRAWINGS ARE TO work exposed+a the weather 2500 3,000a 3,000d S.S.P. CAPS - KLCC SERIES CONTINUOUS BEAD OF SEALANT BE BROUGHT TO ENGINEER'S ATTENTION IMMEDIATELY PRIOR TO CONSTRUCTION_ 16d NAILS ALL HOLES I.THIS ENGINEER HAS BEEN RETAINED FOR WORK SHOWN ON THIS DRAWING ONLY. ENGINEER IS NOT ELECTRICAL NOTES Porches,tarpon,lobo and steps exposedtethe weather,and garage floor stabs 2so0 3,000d 3,500e CONTINUOUS BEAD OF SEALANT ^*, RESPONSIBLE FOR OTHER ALTERATIONS AND CONDITIONS. a. ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE AND LOCAL UTILITY CO. ,r j.DESIGN IN COMPLIANCE W/2020 RESIDENTIAL CODE OF NYS,2020 ENERGY CONSERVATION CODE CONTINUOUS MINIMAL EXPANDING FOAM AT ;+`•- OF NYS, WFCM 2018&AISC/SEI F7-05 b. ON NEW WORK BASE BID ON 200 AMP SERVICE. For st:I pound per square Inch=Sh95kPo. TYPICAL FRAMED OPENING WINDOW PERIMETER II c.ALL WIRING TO BE MIN. 14 AWG. d. CONVENIENCE OUTLETS TO BE 18" A.F.F., UNLESS NOTED OTHERWISE. o.s engrhat?$dayspsl. TNAILS METAL STRAP CAP I. 1''r"• ,! Ill.See Table R301.20)for wsatiterin PLATE � 1.- A. SITE NOTES e. PROVIDE GROUND FAULT INTERRUPTER OUTLETS AS PER CODE. s w*enHo• A76 o.a � WINDOW UNIT AS AIR BARRIER OVER HEADER TOP Y N,. f. ELECTRICAL CONTRACTOR TO PROVIDE HOOKUPS FOR HEATING AND AIR CONDITIONING SYSTEMS. °•Concretamthese lace ors PLATE CONTINUOUS MINIMAL EXPANDING FOAM AT �� a. PITCH GRADE AWAY FROM BUILDING. g. ELECTRICAL CONDUCTOR PENETRATIONS THROUGH BUILDING STRUCTURAL COMPONENTS MUST In accordance Wth Footnote d. 0 WINDOW PERIMETER f,� b. PROVIDE DRY WELLS AS REQUIRED. COMPLY w/SECT. E3402. FRAMING , c. ALL TREES WITHIN 15'OF CONSTRUCTION TO BE PROTECTED. h. PROVIDE MAINTENANCE CLEARANCE AROUND CIRCUIT BOX BOILER ETC. SEE SECT. E3405. d.Concrete shall be ali-entralmed.Total air c°nront(percent by v°Iume of concrete)shall be not less M+on 5 percent or mrs CLIPS BOILER, than 7 percent. I o BOTH CONTINUOUS BEAD OF SEALANT By d. ANY LANDSCAPING DAMAGED BY CONSTRUCTION OPERATION I. ELECTRICAL CONTRACTOR TO COORDINATE WITH OTHER TRADES. FOR 2xB SIDES a SHALL BE REPLACED AS REQUIRED. s.see Section R402.2 for moxmum cemem sus maferlols content. : a LINTEL °° ,.�q f., LINTEL 9.%.,s e. ALLCURBS,SIDEWALKS, ETC. DAMAGED SHALL BE REPLACED, f.For rcentIflpern with Ishespeaed mpr olvestn oF ngthetthal°Ircetetoincraseby volume notle°fhanar, ro .Tess than ATTICEAVEAIRSEAL USESIX ° MEMBERS CONTINUOUS BEAD OF ADHESIVE °•«'^d^ 3 percent Is permitted K the specified compressive a+rongMl of the concrete in increased to not less than 4,�Oo pnl. 3"NAILS ° °° EACH END; EXCAVATION NOTES INSULATION NOTES INSTALL 1"RIGID INSULATION CUT TO FIT BETWEEN THE RAFTERS.FOAM FOR 2 x B" .a TREATED SEAL BOTH SIDES ALONG RAFTER WITH EXPANDING FOAM SEALANT. LINTEL 6 TRIMMER a. EXCAVATION CONTRACTOR TO EXCAVATE TRUE TO LINES AND GRADES DOWN TO a. ALL EXTERIOR WALLS, ROOF&FLOORS OVER UNCONDITIONED SPACES SHALL BE MAINTAIN EQUAL VENT SPACE FOR LENGTH OF RIGID INSULATION USE EIGHT STUDS CONTINUOUS BEAD OF SEALANT 1"0 TABLE R401,4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALr-a Q O SPECIFIED LEVELS. INSULATED. ALL INSULATION TO BE FIBERGLASS. FOIL FACE WITH FOIL ON WARM / EACHNAILS o° b. ALL TOP SOIL TO BE STOCK PILED FOR FUTURE USE. ALL EXCAVATED GOOD / EACH END TREATED E-, ,-, SIDE. CARE SHOULD BE TAKEN NOT TO TEAR FOIL VAPOR BARRIER. CLASS OF MATERIAL LOAD-BEARING MATERIAL NEEDED FOR BACK FILL,TO BE STOCK PILED SEPARATELY, NOT NEEDED / SILL PLATE rA y,, MATERIAL AND UNACCEPTABLE MATERIAL TO BE LEGALLY REMOVED FROM SITE. b. ACOUSTICAL INSULATION TO BE PROVIDED IN WALLS, FLOORS AND CEILING AROUND PRESSURE(pounds per square foot`/ / T NAILS CONTINUOUS BEAD OF SEALANT ALL BATHROOMS AND MECHANICAL ROOMS. INSTALL 1°RIGID /i Ar,2 oc TREATED O Z c. BACK FILL SHALL BE PLACED IN 12" LIFTS&COMPACTED TO 95%OF MODIFIED c. PROVIDE PERIMETER INSULATION AS PER CODE AT ALL FOUNDATION WALLS. Crystalline bedrock 12,000 INSULATION VERTICALLY VENTED °° BOTTOM PLATE TO CONNECT INSULATING / AIRSPACE O PROCTOR DENSITY. Sedimentary and foliated rock 4 000 FULL- d. R-VALUES ARE SHOWN ON SECTIONS. � SHEATHING TO RIGID / ATTIC METAL JOIST e. MOISTURE VAPOR RETARDANTS ARE TO INSTALLED ON THE WARM-IN-WINTER SIDE Sandy gravel and/or gravel(OW and GP) 3,000 INSULATION BAFFLE. INSULATION LENGTH A. HANGERS OR 3 O REINFORCING NOTES OF INS. IN ALL WALLS/FLOORS/ROOFS/CEILINGS IN ACCORDANCE w/SECTION R322. FOAM SEAL BOTH JOINTS / WALL TREATED FRAMINGCLIPS W x Sand, silty sand,clayey sand,silly gravel and clayey gravel V CZ f. INSULATION MATERIAL IS TO COMPLY w/SECTION R302.10 AND IS TO HAVE A FLAME / STUDS CRIPPLE Q a.ALL REINFORCING BARS TO BE OF THE DIAMETER SHOWN DEFORMED INTERMEDIATE (SW SP, SM,SC,GM and GC) 2,000 / STUDS-NOT 'J.1 GRADE NEW BILLET STEEL CONFORMING TO ASTM A 615 GRADE 60 HAVING A DESIGN SPREAD INDEX NOT TO EXCEED 25 w/A SMOKE DEVELOPED INDEX NOT TO EXCEED ' / _ _ FOR DOORS '-" STRENGTH OF 60,000 PSI. 450.TESTING METHODS MUST COMPLY w/ASTM E84 STD OR UL 723. ALL EXPOSED Clay, sandy clay, silty clay, clayey silt,silt and sandy silt , b.TYPICAL COVER FOR ALL REINFORCING BARS BE THREE(3) INCHES FOR BARS INSULATION ON ATTIC FLOORS ARE TO HAVE MIN.CRITICAL RADIANT FLUX OF 0.12 (CL, ML, MH and CH) 1,5000 GIRDER/POST/FOOTING CONN. PLACED AGAINST EARTH AND 2" FOR BARS PLACED AGAINST FORMS UNLESS WATT/CM .TESTING TO BE CARRIED OUT AS PER ASTM E970 STD. EXTERIOR / OTHERWISE SHOWN. INSULATING FINISH SYSTEM TO COMPLY w/R703.9. CHAPTER 6 WALL CONSTRUCTION / ' GIRDER c.ALL BARS TO BE CONTINUOUS UNLESS SPECIFIC LENGTHS ARE SHOWN. ALL SPLICES FASTENING TABLE Roil BEAD TO BE FORTY(40) BAR DIAMETERS MIN. OF SEALANT d. WELDED WIRE FABRIC(WWF)TO BE 6" x 6" SPACES,#10 x#10 GAUGE WHICH SHALL WINDOW AND DOOR NOTES T NUMBER AND TYPE GIRDER TO S.S.P. COLUMN DETAIL'A' F DESCRIPTION OF BUILDING ELEMENTS Of FASTENER°•b,c SPACING AND LOCATION 1 1/2"RIGID CONSIST OF COLD DRAWN MEMBERS HAVING AN ULTIMATE STRENGTH NOT LESS THAN a. ALL WINDOWS AND SLIDING GLASS DOORS TO BE VINYL CLAD WOOD WITH M INSULATION KCC SERIES COLUMN CAP • ' ' 10d NAILS ALL HOLES � r0 (� 0-8tl box(2/z"x 0113"1 or O C] 70,000 PSI. WWF TO BE PLACED AS SHOWN ON THE PLAN. INSULATED GLASS, SCREENS&LOCKS AS MANUFACTURED BY ANDERSEN OR Roof Rbcking between ceiling joists or rakers to 3Ad common(21/z"x0.131");ar e.ALL REINFORCING TO BE SECURELY FASTENED TO RESIST MOVEMENT DURING APPROVED EQUAL SIZES AND TYPES AS INDICATED ON PLANS. UNLESS date 3-Iod box""xo.32e"'.°` Toe nail CONCRETE PLACEMENT. 3-30 133•"ails wooD Posr OTHERWISE NOTED. Sae bomm2o�I',°x0.231');o, f. WELDED WIRE FABRIC OF EQUIVALENT STEEL AREA MAY BE SUBSTITUTED FOR ANY b.ALL EXTERIOR DOORS TO BE INSULATED METAL,AS MANUFACTURED BY =`°'""°j°'st" °p 3-3M 01(3"x0128"),or Perloisttoe"all PAU SERIES POST ANCHOR H REINFORCING BAR GRID. 3-3•x o 131"ails O BENCHMARK STANLEY OR EQUAL.SIZES AND TYPES AS INDICATED ON PLANS. r,gingjn6lneta"achedtopavan,lafte,,kps-v r4-lOdb°x"•xo32e'I,°r ° GRADE 3 nartl[lons(see Section R�+n2 5 2 and Table R803 5.2)3.16d common(31/2 x 0.162');or Face nag '--'S FULLY WEATHER-STRIPPED, LOCKS.UNLESS OTHERWISE NOTED edmg,a,slal °' x°"''galls O O ,8/8"GALVANIZED LAG I � CONCRETE NOTES " ees..,Iinnn.152andlnbl"RBI)292)R"" Tabi,R80252 Face"all GIRDER TO CONCRETE PIER DETAIL BOLTS(4) I CONCRETE FOOTING lathed to Parall e. ALL INTERIOR DOORS TO BE 1 3/4 THICK, HOLLOW CORE, FLUSH BIRCH, U.O.N. ALL n,to after,fare na 11/4'x20 ga.ridge 410d box(3-x 012E"I,or a. ALL CONCRETE TO BE f'C= 3,500 PSI @ 28 DAYS UNLESS OTHERWISE NOTED. DOOR JAMS AND BUCKS TO BE CLEAR PINE. 5 strap to 3-lod commgn"`xo.14B"I;,r Face nail each rafter ,after 4.3"x°131,nags - ANCHOR BOLT O -GONG. STEPS TO BE 3 500 f' c @ 28 DAYS 3.16d box nads(3/,"x 0.13Y):o, �/8"W4 Cx3 1/2"LONG LAG BOLTS V a 3-10e common nails(3"x 0148");or 2 roe nails on one site and I toe gall CONTINUOUS WELD 6 Rafter or roof truss m plate q-lOd box(3"x 0 128",,or n opposite side of each rafter or truss b. ALL EXPOSED CONCRETE TO BE AIR ENTRAINED. 4-3"x box ails ;I c. SOIL VALUE ASSUMED AT=-1 TON PER SQ. FT. AT DEPTHS NOTED. SOIL CONDITIONS ENGINEERS NOTE - FOR ADDITIONS &ALTERATIONS ONLY 4-16e 13/,°x0.1351;or TO BE VERIFIED PRIOR TO CONSTRUCTION. WATER FRONT OR PROPERTIES IN CLOSE 3-l0x!on, �x0,x"),or,,,r To."ail 6„ 4-'Gal box(3'x 0.128"1 8 t� Roar afters to dtlge,valley or hip rakers or roof 4.3`x 0 131`nails PROXIMITY TO BEACH, CANAL, WATER, ETC.TO PROVIDE THIS OFFICE WITH TEST one, O to minimum 2"ridge beam 3-16tl Lux 31/,"x 0.135,,or THE ENGINEER HAS BEEN RETAINED TO DESIGN AN ADDITION TO RENOVATE OR LEGALIZE THIS '16tlb",mo (31/z"x0.162");or End ® STA DARD BASE PLATES&CAPS HOLE DATA BY LICENSED OR CERTIFIED SOIL MECHANIC. 3-lotlbpx(3"xo12e•hgr RAFTERS TO RIDGE CONNECTION F.�.I �J EXISTING STRUCTURE. 3-3"x 0131"nails W d. BOTTOM OF EXTERIOR FOOTINGS TO BE 3'-0" MINIMUM BELOW GRADE. wall E_ 106 common 012"x o,16z"I 24"o c.face nailiZ� 4 LS268-675 IbS. f--H e. ALL FOOTINGS TO REST ON VIRGIN UNDISTURBED SOIL. B Shad to stud(not at b,a„tl wall panels, 1gd box(3'x°128",,°, 16•p.,.fa,e nail BEFORE DESIGNING BEGINS,THE ENTIRE STRUCTURE IS MEASURED AND EXISTING CONDITIONS ARE 3•x 0.13Uraas f. STEP FOOTINGS DOWN AS REQUIRED. MAXIMUM STEP FOOTINGS SHALL BE ONE Studtostudandabuttl,gstudsatmtersactingwall 16dbox(3/2'x0.135%or �/2 POST ANCHOR DETAIL UPLIFT O O VERTICALLY TO TWO HORIZONTALLY WHERE ELEVATIONS CHANGE. DRAWN. THE BUILDING STRUCTURE AND ITS STRUCTURAL INTEGRITY ARE VISUALLY INSPECTED AND 12"a,c.facepe,, 11 TMU26 6401bs. 9,omars 3`x o 331"Baas UPLIFT NOTED. POTENTIAL PROBLEMS AND HAZARDS ARE ADDRESSED AND REMEDIES ARE NOTED ON THE (at braced wall panels) 16d Common(3112 x0162"I 16 face nod w2 Ie•� r^ g.WALL FORMS TO REMAIN IN PLACE IN PLACE 3 DAYS MINIMUM. 1 Bullt-upheader(2,to 161 common"112"x0162", 16"o.c.each edge face nail _ _ REFERENCE3.313 ` I I. CONCRETE CONTRACTOR SHALL PROVIDE ADEQUATE BRACING FOR ALL WALLS AS eonunuous header stud 4-Btl common 3 ol380 0 o,.earn ed0e face natl 2 f�/t h. CURE AND SEAL ALL SLABS ON GRADE WITH 2 COATS HORN CLEAR SEAL ORE UAL, LA i lbebnx(3112 6.13Sq — — FOR NAILING 8/1P s-Bdbox(z/"1.11');c,,;o, roe gad /JV/r/2 ^ �I Q NOT ALL EXISTING CONDITIONS OF A BUILDING ARE EASILY ACCESSIBLE FOR INSPECTION BY THE 1 4Ind box(3' I _ - 'V � r_l �O REQUIRED TO RESIST WIND AND CONSTRUCTION LOADS. 1 16dcommm 1629 16'p,far.rall _ _ o REQUIRED (P W ENGINEER. THEREFORE ENGINEER'S LOOK FOR CLUES, FOR EXAMPLE: CRACKS DIFFERENTIAL Top plate to top plate 1gd Loxl3"x0128 I,or ~� `\1 2 12"o.c.face w'd 0 0 ��III j. PROVIDE SAWED OR KEYED AND FORMED CONTROL JOINTS FOR SLABS AND WALKS 3"x0,131"gads CATHEDRAL CEILINGS [—i I- Ii U �.( SETTLEMENT CRUMBLING ETC...SUGGEST THAT THE EXISTING FOUNDATION MAY BE FAILING OR 8a6uc°mn,on(31/y'.'162"),or Face nail on each sided end j°Inc ° ON GRADE, AT 20'-O' MAXIMUM IN BOTH DIRECTIONS. i 1lix a:ioacoIi3/: .li'e 5or°` O ° IN ADDITION TO RIDGE F--•i Z SETTLING OVER TIME. THE FOUNDATION MAY NEED TO BE REPAIRED, REDONE OR REINFORCED WHICH Double top plate spike (minimum 24"lap splice length each k. PROVIDE SLEEVES IN FOUNDATION WALLS AS REQUIRED FOR ELECTRIC PLUMBING tlearendipl°" WILL BE SHOWN ON THE DRAWINGS. THIS IS ONE OF MANY OF THE ENGINEERS ROLES IN A PROJECT. 4 bic,kmplslat Joistedwa0panale) ladcommonl(35z x0162- f tenad TYPICAL S A6 UPLIFT H 2" ° 0 STRAPPING 12n2 Q � W O nails MECHANICAL, ETC.COORDINATE WITH OTHER CONTRACTORS,DRAWINGS,AGENCIES, 1 Bottom plate g(not atbiacdwallpInandlglsf°' 12",c,fa lbd boz(3/,"x 0.335",,or ° ETC. 12",.c.ate nail CONNECTION INSTALLATION Q ( Q O�( 3"x 0.131"nail 0 0 1 Bottom plate to joist,rim joist,band joist or 3-16d box(3 m, x 0,135"I,52 3 sac„16"o.c.face nail I t 0 0 THIS ENGINEER HAS INSPECTED THE EXISTING STRUCTURE AND FINDS IT TO BE STRUCTURALLY SOUND s bl°,king tat bm,ed wall pan,n 246d common(3t/z"z0.162",;gr teach 16"o.t.face nailL -- I. CONCRETE FOUNDATION WALLS TO BE CAST MONOLITHIC. NO HORIZONTAL JOINTS AS FAR AS THE PARAMETERS OF THIS PROJECT. EVERY PRECAUTION HAS BEEN TAKEN TO INSURE 4.3`xo.131•nails 4eatn16•°.``ate nail o m Q( H 4:8d boz 12/,"x 0.113");or SHALL BE PLACED IN WALLS. 3.Ibd box"1r,"x g. SHALL ar THAT THIS STRUCTURE IS SAFE. IF A CONDITION IS DISCOVERED DURING DEMOLITION, CONSTRUCTION 4.adcommon(21/2'x0513I",.o, Toenail 4 ° m.ALL EXPOSED CONCRETE SLABS TO RECEIVE ENGINEERURAL FINISH AND OR INSPECTION BY A BUILDING INSPECTOR THIS ENGINEER SHOULD BE NOTIFIED IMMEDIATELY IN 1 Top a,bottom plate to stud 4I- oii3:�aosi2e'I,p, ° a/ W SCORING AS PER PLANS AND SPECIFICATIONS. WRITING SO THE CONDITION OR CONDITIONS CAN BE RECTIFIED. ° 3.16dbox(3"n2i ,135"),or HURRICANE STRAP DETAIL CROSS-SECTION 1 ° [�, n. NO CONCRETE OR MASONRY SHALL BE PERFORMED IN TEMPERATURES 40 DEGREES 2-16dbox(Yx0/z"),or "',°' End gall PAU 0 C- Q 310tl box(3'x 012E"h or RT30F F.OR LESS. NO CONCRETE SHALL BE CAST ON FROZEN SURFACES. 3 Y'x g 131'gads 10d NAILS ALL HOLES O Z P1 312 Lux(T x 0.128'),or i---I 1 Top plat,,,laps at comers and Intersections 246d common(31/2"x 0.162"h or Face gall -995 Ibs. UPLIFT O. NO ADDITIVES SHALL BE PERMITTED WITHOUT WRITTEN PERMISSION FROM ENGINEER. D a a W M„� PLUMBING NOTES 3.Bd boz(P/yx0,713'I;or a 2_1 2-Bdcpboxmmon(21/2"xn.331",;p, R310 ESCAPE/RESCUE OPENINGS RC LS268&TMU26 � '� p. ALL FOOTINGS TO BE 8 OR 6 PROJECTION N EACH I F FOUNDATION ALL I,„„,a,eta,a,hstutlandplafe a,enan f� 81 ° 39`�lo s'2a3'x0.12B O. 1;ar MIN. (2)#4 REBARS CONTINUOUS, UNLESS OTHERWISE NOTED(SEE PLANS). a. PLUMBING TO CONFIRM TO STATE AND LOCAL CODES. q. PROVIDE MINIMUM 2"x4" KEY BETWEEN FOOTINGS AND FOUNDATION WALL. b. PROVIDE SHUT OFF VALVES ON ALL SUPPLY LINES AT ALL FIXTURES. 1 2-Bdc°m'°"lx'2"1 0'.'131",;or 9 "x6"she tmng[oeachbeadng 2-,gebax"" °, Fatenan v TYPICAL LIGHT SLOPE HANGER �...I r. CRAWL SPACE VENTS, IN ACCORDANCE w/R408 ARE TO BE LOCATED WITHIN 3,-Oft c. INSULATE ALL SUPPLY LINES. 2 Staples,l",mwn,169a..13Wlong REFERENCE 3.38 " Q W �/ OF EACH CORNER OF THE BUILDING. d. PROVIDE FROST PROOF HOSE BIBS AS PER PLAN MINIMUM 2 PER NEW RESIDENCE. 3-adb°x(:/2"x0,113'1 FOR NAILING p a. MINIMUM 11 a4"°LEAK INSTALLATION @ 16 o/c � � W M 3-8d common x 0.1 x 28-1;or ;or OPENABLE AREA 20'CLEAR s. ALL FOUNDATION WALLS AT BASEMENTS TO RECEIVE BITUMINOUS WATERPROOFING. e. ALL FIXTURES TO BE AMERICAN STANDARD KOHLER OR APPROVED EQUAL 3-laples "crow crown, e 3 staples,1"crown,76 go,13/4"long MINIMUM SIZE OF HANGER DETERMINED BY SIZE OF RAFTER �I t 1 1"x B"and witler sheathing to each bearing 3-Bd box 11/Q @"x 0131");or Face gall ° EXCEPTION)(SEE Z N SLY CARPENTRY NOTES FURNISHED&INSTALLED BY CONTRACTOR. q-Bdbpx(zte"xo.110i., ° 1•,M-i f. PIPING PENETRATIONS THROUGH FIRE-RATED WALL OR FLOOR ASSEMBLIES ARE TO 4 t,pl,°x""xo.126tM., ¢' b.MINIMUM OPENING O O 4,Topics,1"crown,16 ga.,13/4"long 5g U ° a. ALL WOOD SILLS, BLOCKING, NAILERS, ETC. IN CONTACT WITH MASONRY, CONCRETE OR COMPLY W/P2603. rlaa, II TYPICAL UPLIFT CONNECTION 01.1 Q( ) 9 3-3 x0.131ina 0.113"I;o, - > HEIGHT 24 i ' SOIL TO BE AC (TREATED). WATER&DRAINAGE PLUMBING IS TO BE INSTALLED IN ACCORDANCE w/SECT. 2 3-Bd c,mmnn a1/,"x o.131•,;e, ° 1-- 1 olsttoslll,[gpplafeorglMer 310dbox""xo.128',;0, a"al' o C.MINIMUM OPENING (FOR OPENINGS) P. Awl b. PROVIDE ALUM.TERMITE SHIELD&SILL SEALER AROUND ENTIRE PERIMETER. P2603. WOOD FRAME DRILLING&NOTCHING ARE TO BE IN ACCORDANCE w/ Toe t i ad box(21/,'x0,113"I 4"o,c to,°a° TYPICAL RT16T INSTALLATION W c. ALL NAILS, BOLTS,JOISTS HANGERS& FRAMING CONNECTORS TO BE HOT-DIPPED P2603.2. PIPE PROTECTION AGAINST PHYSICAL DAMAGE&CORROSION IS TO BE IS 2 Rim joist,band joistorblo,kingtosill,,top ad commonl2/2"x0.131"I,or o WIDTH 20 2 late roo(a applications also d. MAXIMUM SILL U GALVANIZED. TO BE IN ACCORDANCE w/P2603.2.1 &P2603.3. SEE P2603.4& P2603.5 FOR PIPES p ( pp ) lOtlboz(3"x0.12B").or 6'oc.to,nail ° „ OPENABLE OPENABLE @16"O/C 1 3"x0131""°"' TRUSS/RAFTER TO DOUBLE G HEIGHT OF 44 AREA � , d. ALL JOISTS RAFTERS HEADERS&GIRDERS SHALL BE DOUG FIR f b 850 PSI MIN. IN FIRE RATED ASSEMBLIES AND THROUGH FOOTINGS/FOUNDATION WALLS. 3-Bdbox(2!Y x0113"),or AREA rn W ' , 2 1"x6"sobRoa,orlesstoeach,oist 2-8dcommon(P/2"z0131°).or Face nall o e. MUST BE ` TYPICAL LSTA24 W 04 STUDS TO BE MIN. HEM FIR f'b 850 PSI. I PIPE PENETRATIONS THROUGH FOUNDATION WALLS ARE TO BE COVERED w/A 2 310dlbox e,,I, x x B3,Sorla/a"long PLATE INSTALLATION @ 16"O/C ° ¢2r== r��r.� e. ALL SHEATHING SHALL BE 1/2" DOUGLAS FIR EXTERIOR GRADE PLYWOOD, NAILED 6d SLEEVE 2 PIPE SIZES GREATER THAN THE PIPE PASSING THROUGH IT, IN 4 ° 2_lbd,amm'°woo x Bllndantlra,e"all OPERABLE 1 11 11 u z LSTA24-980 Ibs.UPLIFT 20 GA. Q `w/ 2 staples,1' 6 g 2"subflo rto joist girder 3-16d box,3on(31/," 0.162") WITHOUT KEYS OR SYS0 Fr. @ 6" O.C. 2 INTERIOR&INTERMEDIATE BLOCKING POINTS. COVERED WITH 15 LB. ACCORDANCE w/P2603.4. =2'plankz(plank&beam-Flo reran 1/2'x0135•bor /s7s°Fr` a 1 1/4"x24" 3ltn box" At each bearing,fate nail MINIMUM MINIMUM BUILDING PAPER OR CELOTEX INFILTRATION BARRIER PROPERLY TAPED&SEALED. i, PIPE SUPPORTS ARE TO COMPLY w/SECT. P2605.TABLE P2605.1 APPLIES, EXCEPT 5 3ladcommon(31Wx0,162') GIRDER TO CONCRETE PIER DETAIL TOOLS 11 II 2 4-30 box""x 0128"I,or Q f.ALL SUB FLOORS TO BE 3/4 PLYWOOD NAILED WITH TWIST NAILS @ 6 O.C. LEAD PIPE IS NOT TO BE USED. PIPE MATERIALS ARE TO COMPLY w/SECT. P2609. 6 Bando,nmloisttololst 4-3"x0.131"nails;or End roll CRIPPLE STUD g. ALL WALL CORNERS TO BE MIN. 3 STUDS NAILED 16d- 12'O.C. j.WHERE THE VOLUMES OF ROOMS AND SPACES ARE COMBINED FOR THE PURPOSE OF 204.dcom ga.s"x 0.,zh");,, FORMINI 2D CLEAR WINDOW FOR 24 CLEA WINDOW 20d common la"x o.39z",;or Nat each layer as follows g.o c FOR 20"CLEAR HEIGHT 0 w FOR 24"CLEAR HEIGHT STRAP REFERENCE 3.3B at top and bottom and staggered O d h. HEADERS,TRIMMERS&JOISTS UNDER PARTITIONS TO BE DOUBLED BLOCK BETWEEN PROVIDING INDOOR COMBUSTION AIR,THERE SHALL BE AT LEAST TWO OPENINGS ,gdl,ux""xg.12B'v;°, z4"ec.face nanat top and b°"nit ANCHOR BOLT DETAIL 20 x FOR NAILING 2 Built-up girders and beams,2-inch lumber 3"x 0131"galls staggered on opposite sitles O.¢< JOISTS UNDER PARTITIONS. BLOCK STUD WALLS @ 112 STORY HEIGHTS&AT PROVIDED, ONE WITHIN 1 FOOT OF THE CEILING OF THE ROOM AND ONE WITHIN 1 FOOT 7 layers And TYPICAL UPHD8 INSTALLATION H� R UNSUPPORTED EDGES OF PLYWOOD. OF THE FLOOR FOR COMBINED USE OF INDOOR AND OUTDOOR AIR.SIZE OF VENTS 2-LOdcommnn,4"x0192",,or Face nail at ends and ateac„splice FLOOR `HEA ER 3.3' 0,131'aD128"1;or ANCHOR BOLT-TO-PLATE z 3.16d comma nags o 4- - END OF HOEADER&@ BOTTOM OFEA. i. ALL CAP PLATES TO BE DOUBLED& NAILED WITH 16d @ 12"OC LAP CAP PLATES AT TO BE DETERMINED BY MANUFACTURERS SPECIFICATIONS. ''"x°"'"4-16d box(31/2"x 0.135"),orHEADERS OVER DOORS AND WINDOWS UP TO 3-0 WIDE TO BE 2 2x6 FOR OPENINGS Wbo131 n133/,"x0.162",,or Atea,„,pistprmfte,,fatenall -TO-STUD CONNECTION ° HEADER STUDS,IN ADDITION & RCORNER. aLedger stripsupportingl°IstsorraRers 4-1°dbox,3",na s ' CONNECTORS @WALL STUDS& (`l 1 II 4-3"x 0.131'x i ,or J• ( ) 2 (21 x 0.128" or 2-Btl common le " I 11 Bridging or Mockl m Joist a,h n foe nap 1 9 q gg , E and, SHEAR WALLS ONLY 3'-0"TO 5'-0" USE(2)2x8, UNLESS OTHERWISE NOTED. g (21/,"x 0.133`;or2-3"x 0131"1 galls THE CONSTRUCTION TYPE DESIGNATION SHALL BE I , II , @TOP&BOTTOM OF CRIPPLES k. FOR HEADERS OVER T-0" LONG USE DOUBLE JACK STUDS. I SPACING OF FAST .dil. d 11 N H 11 It .-. .-__...__.._-___..__._.._. -._.,..__-.-__...... -._,__._.._.-___, ._.__....._.._...__,-._._.._._.__......... ......„-._,_......._._._._____.____..,.-_.. TDEGC0.IPTION NUMBER AND ASTENIdiata (SLAB ON GRADE,ETC.) dill", IV , OR V TO INDICATES THE CONSTRUCTION N,._-...-..._,..,,_...,.. �_..___.__.__.....,__.._..._.._.___.-..___._.,_ E OF BUILDING ELEMENTS TYPE OF FA6TENERe.b.s Fdgas 1. upporta • UPHD8-3,3001bs.UPLIFT �1 I. MIN. BEARING FOR JOISTS, BEAMS&STUDS TO BE 3 112". _ _-_____ _Table R602.3(3) _ M (Inches,„ ,Inc es) CLASSIFICATION OF THE STRUCTURE UNDER SECTION 602 n t 11 -"''� '" Wood structural panels,subfloor,roof and Interior..It sheathing to framing and particletexi well sheathing to framing (8)WS3 WOOD SCREWS di m. PROVIDE SOLID BRIDGING MAX. 8-0 O.C. IN ALL FLOOR CONSTRUCTION. I Requirements for Wood Structural Panel +saeTabeRb°23(3Ito,word structural panelaxte°rwallah.at„ngtowallfonaingl FOR CORNERS& OF THE BCNYS � � n. PROVIDE COLLAR BEAMS AT RAFTERS AS PER STATE&LOCAL CODES. (16" o/c @ t-'-----------------------�--�-----'--'�---__._-.-__._-,...._ - _-. --_. -_ , _ ___.,. .._ .-__-___,.-...__-___._-".�-_.--_-___._-_,_._.______-._.___.._..-_�."_______,__w 3� 6don mon(2`x0.313")nail lwbil-,-ll FLOOR TO FLOOR CONNECTION Z Wall Sheathing used to Resist Wind - 2' Bdcommonal/2"x0.131`Inall mon;orRses-0 6 a OPENINGS 6'•0"OR GREATER WAY _ ___.-.,____-_.___..__..._„______._..__. ___.______ _ - -. - . _ ,_ __..__..----_____-_„_.___-1.__._-___-_____. _-_.-_._-___,__,.__-,__-._-___-_,- 3t9/D2•-1' ,2common3')"Btl(roofY W 4 R ABOVE ATTIC FLOOR D I 1 CCO DAN DOWN FROM RIDGE _ __--_...__..__.__ �___._.,._. ___._�.____._...__-___-____.-_______.__________—.., Rd common TYP.CONNECTION FOR TWO Z z ' ( Pressures , 2 1/a-1p t23(2l20.1101gnah`oo01339;orR5R5-01; 6 12, o. ROOF FRAMING IS DESIGNED IN ACCORDANCE w/THE PROVISIONS OF CH.3 OF THE Y STORY APPLICATIONS O F .-.._ .__ _,_._-.,.._____.__._..._.. ._........_..__;._._..._�„._.__....-__._._.�_.._ _.-__.- _ 3 3"x0.1g8'I nail;or 6 12 HH 2018 W.F.C.M. 31`,d,rnrmed nail /8"%%C ANCHOR BOLT@36"OC REFLECT[ MINIMUM SHEAR WALL SEGMENT SIZE CA 0 I ; Minimum I Minimum oNI/.hor--Isneatn,gg4 V] 0 pPARALLAM MICROLLAM OR WOOD STRUCTURAL MEMBERS TO BE AS MANUFACTURED I/y�alvan ed monng nail,/16 head U I Wood s Nominal , Maximum ' 31Wsting°ralcellulosicflberboa,d Namete,,or116"long36ga.stapkwitht/1s'or 3 6 VE WHITE ASPECT RATIO:H/L<3'i - j V' BY TJI CORP.OR APPROVED EQUAL. s I-crown; Structural Panel Wall Stud 3 /a:stnxtg,at,enwoslc I/4"11l111l2,dmnnn9"all,/tB`neaddl,,=r, WALL HT.(H) SEGMENT WIDTH(W) W q. MATERIAL FOR STRUCTURAL MEMBERS IS TO BE IDENTIFIED IN ACCORDANCE w/R502.1 i Rberb°ard sneatning orP/,`long l6 ga.staple with v/tb orl"cmvn 3 6 R 3 1 11/,"galvanized monng gad,staple galvanlzel 8,_1 a 2,-4a 04 MATERIAL FOR LOAD BRIG. STUDS, PLATES, AND HEADERS ARE TO BE IDENTIFIED IN I ` Panel Span i Thickness Spacing 6 /z gypsum sheathing ,,/,,,,onq,llr;'s,,,ws,Tyg,wnrB 7 7 REFLECTIVE RED s'-1" 2,8„ 1 L ACCORDANCE w/R602.1. ! _ ! 3 gP 13/,'gal,anuedmph,. a agar+ 10'-1^ Minimum Nail Rating i (Inches) (inches) Panel Nail Spacing Ultimate Design Wind Speed(mph) N adstrD,tnralepanels.eombinati°nsubfloorunderlaymentto screws"a' ° ga PANTONE#187 3'-0" z0 r. STRUCTURAL FLOOR MEMBERS ARE NOT TO BE CUT, BORED, OR NOTCHED IN EXCESS '-- -----.-__ „ _-____..-_. _.._. -e -_. Wind exposure category Wood d, 6dd,m,,tmad,2fam"or,naW°r5 6 2 STUD TO FOUNDATION CONNECTION W OF THE LIMITATIONS SPECIFIED IN FIG. R502.8. CUTS, NOTCHES, AND HOLES BORED IN i __.__._... _ ___,-._......- 8d=on,21/2" J :_____._,___._..,__!,_.______ .. .__-,__,.__.___..,._ ._,..,--._....__,.,__ _..._,-. -._._..-.____ ._-____ ___._. - and ad a,fotmed al/:'%x o.Izo na'I ENGINEERED WOOD PRODUCTS ARE NOT PERMITTED UNLESS THE EFFECTS OF SUCH Edges Field l 3 a 1 e55 B,I`°ram°n l2/. x 0'3'"I'aalll°' 6 2 S2MPSN N NST27 20 GA.METAL STRAP, Z 3 t. DESIGNATION FOR STRUCTURAL COMPONENTS o PENETRATIONS ARE SPECIFICALLY CONSIDERED IN THE DESIGN OF THE MEMBER, IN I I ! I 3 1ve'-11/: ]10 common x0148")nail.or 6 12 1 M O STUD SURFACE THAT ARE OF TRUSS TYPE CONSTRUCTION TYPICAL UPHD8 INSTU�LLATION II p Size Penetration In I ; Inches o.c. Inches o.c. , B C D g eea,romed(zt/,xo.12o)nan ,,i HOEDOWN W/ 5/8" HREADED ROD CV ACCORDANCE w/R502.8.2.STUD DRILLING&NOTCHING ARE ALSO TO COMPLY w/ .( ) .-- -_ -__,.__ __ -, __. .. ( ) ( ) _,_,. _.__.._.__. _._.. .. ...._ __-__- ___-_.._.. IT II For SI:1 inch=26.4 ram,1 foot=304.6 ram,1 mile per hour=0.447 m/s;1 its!=6.895 MPa, 1.5 24/0 l 3/8 16 6 12 140 I 115 110 / R602.6. (SEE DETAIL) 6d Common -, - - --,.-.., _-_,- _ .._..____. __. ____.:__---- __._.. . . ___ -- ____._ ._---_. _- _, __ -.__,_,._.._. _..._.-- _,_- .. _____..__ ,,_.__ a. Nails are smooth-common,box or deformed shanks except whereotherwise stated.Nails used for II 11 � (1) 36 ORE UIVALEN S. IN ACCORDANCE w/SECTION R312.1.3, REQUIRED GUARDS FOR HANDRAILS ARE TO 8d Common' 1J5 ; 24/16 i 7/16 _ 16 _6 _ _ 12 u170 140 135 framing and sheathing connections span have minimum average bendnq yield strengths as shown:BD Q T) 4� FLOOR FRAMING INCLUDING i = CJ7 ksi for shank diameter of 0,192 inch(20d common nail),90 ksi for shank diameters larger than 0 142 ( ' NOTE: a HAVE GAPS THAT DO NOT ALLOW PASSAGE OF A 4 o SPHERE i I 24 6 12 140 115 l 110 nth but not larger than 0.177 inch,and 100 ksi for shank diameters of0.142 Inch or less. REFERENCE 3,3B „ "F" GIRDERS AND BEAMS •t I. � „ ____.__-__- ._�-_--------.__----__..__._.--._. ___. ...__-`-. - ---_ - OR LNG MAY BE CV w t. STAIR TREADS SHALL BE 1 1/4 -THICK CLEAR OAK, UNLESS NOTED, __ --._ _.-.. ___` _. -- ` -- --..- - _._--- _,----_- - b. staples are 16 gage wire and have a minimum 1/16-inch on diameter crown width. 1/� REQUIRED W �: u. INTERIOR TRIM SHALL BE CLEAR MATERIAL UNLESS OTHERWISE NOTED. c. Nails shall be spaced at not more than 6 Inches on center at all supports where spans are 48 inches WRAP&NAIL STRAP AROUND STROKE I 11 ROOF NG FOR SHEAR .: W v. WALL&CEILING FINISHES ARE TO HAVE A FLAME SPREAD CLASSIFICATION NOT or greater. SILL @16"OC ON EACH STUD 6" DIAMETER ¢ z 11 11 �i d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. L FR Z A Q Q GREATER THAN 200 IN ACCORDANCE w/R302.9.4, &A SMOKE DEVELOPED INDEX TABLE 9-4103.1 MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTINGS(Inehesb e. Spacing of fasteners not Included in this table shall be based on Tabe R602 3(2). �/8"%%C ANCHOR BOLT@36"OC W A C7 Q NOT GREATER THAN 450, IN ACCORDANCE w/R302.9.4,TESTING METHODS MUST f. For wood structural panel roof sheathing attached to gable end roof framing and to Intermediate TRUSS SIGN NOTE:INSTALL TRUSS SIGN AT LOCATION OF INCOMING ELECTRIC SERVICE.CONTRACTOR TO FURNISH AND INSTALL 0_� Q 3 COMPLY w/R302.9.3 supports within 48 Inches of roof edges and ridges,nails shall be spared at 6 inches on center where LSTA36-1,305 lbs.UPLIFT 18 GA.1 PROFESSIONALLY.FABRICATE AS DETAILED IN DWG. � U Q Q U w. ALL CLOSET SHELVES TO BE CLEAR PINE UNLESS OTHERWISE NOTED. LOAD-BEARING VALUE OF SOIL(psF) the ultimate design wind speed is less than 130 mph and shall be spaced 4 Inches on center where the 1/4"x36" / x. PROVIDE 1 " WOOD CLOTHES ROD IN ALL CLOSETS. 1500 2,Ooo 3,000 s4,000 ultimate design wind speed Is130 mph or greater but less than 14omth. TRUSS SIGNAGE REQ IF ENGINEERED WOOD ON PLANS SCALE: 9. Gypsum sheathing shall conform to ASTM C1396 and shall be installed in accordance with GA 253, FLOOR TO FLOOR CONNECTION 1/4 rI = 1 , y.CERAMIC TILE SURFACES& INSTALLATION ARE TO COMPLY w/R702.4,OTHER Conventional Ilght-frome construction Fiberboard sheathing shall conform to ASTM C208. REQUIRED FOR UPLIFT FINISHES TO COMPLY w/R702.5,&R702.6. 1-story 12 12 12 12 h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing z. ANY CHANGES TO THE STRUCTURE SHOULD BE BROUGHT TO THE ATTENTION OF THE 2-story15 12 12 12 members and required blocking and at floor perimeters only,Spacing of fasteners on roof sheathing OPTIONAL NAILS END LENGTH panel edges applies to panel edges supported by framing members and required blocking.Blocking of (WOOD SHRINKAGE D 12" YPICAL C Q ENGINEER BEFORE CHANGES ARE MADE TO THE STRUCTURE ON SITE. 3-story 23 17 12 12 roof or floor sheathing panel edges perpendicular to the framing memters need not be provided except MAY OCCUR AND Q t H t yQ as required by other provisions of this code.Floor perimeter shall be supported by framing members or H solid blocking, CAUSE STRAP TO 4-Ineh brick veneer over light frame or 6-Inch hollow concrete masonry j. Where a rafter Is fastened to an adjacent parallel ceiling joist in accordance with this schedule, BUCKLE OUTWARD) 0, v j ROOFING /SIDING NOTES ''story 12 12 12 12 provide two toe nails on one side of the rafter and toe nails from the ceiling joist to top plate in TYPICAL STUD PLATE TIE SERIES — SP4 accordance with this schedule.The toe nail on the opposite side of the,after shall not be required. �2-story 21 16 12 12 C 11 0 a. ROOF COVERING MATERIALS ARE TO COMPLY w/SECTIONS R902, R904, &R905 AND 3-story 32 24 16 12 J. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F1667. INSTALLATION @ 1 V O.C. FLOOR TO FLOOR CONNECTION ARE TO BE IDENTIFIED IN ACCORDANCE w/R904.4. ROOF DRAINS ARE TO BE (CANTILEVER CONDITIONS) CLEAR S N � 77006 �\ INSTALLED IN ACCORDANCE w/R903.4. DRAWINGS AND DETAILS TO BE SUBMITTED. 8-Inch solid or fully grouted masonry RAFTER TO DOUBLE TOP PLATE DETAIL O�pRo NPR 1 b. ASPHALT SHINGLE UNDER-LAYMENT IS TO COMPLY w/SECTION R905.2.3. SELF SEAL 1-story 16 12 12 12 EXIST 2X4 STUD WALL @16"o.C. INSTALLATION @ 16"o/c TYPICAL LSTA17 , fESS14 STRIPS AND FASTENERS ARE TO COMPLY w/R905.2.4& R905.2.5. DETAILS OF 2-story 29 21 14 12 FOR NAILING PROP z ASPHALT SHINGLE ROOFING INSTALLATION ARE TO BE SUBMITTED. FOR ROOF SLOPES 3-story 42 32 21 16 FASTENERS:2-1 OdXI 112 T DOUBLE LVL 3/9/16" TYPICAL KST237 2 LSTA24-9801bs,UPLI DWG. NAME: & 20 GA.1 1/�"x24" OF 4/12, DOUBLE UNDER-LAYMENT IS REQ'D. IN ACCORDANCE w/R905.2.7.THE REQ'D RAFTERS/TRUSS LSTA24-980lbs.UPLIFT 20 GA. UNDER-LAYMENT IS TO CONFORM w/ASTMD226, D 1970, D4869,AND D6757, AND IF FASTENERS:10-tOdXt 7/2 TQ PLATEG 2X4 SILL 1 1/a"x24" / .0• DETAILS APPLICABLE,TYPE CLASSIFICATION INDICATED IN ACCORDANCE w/TABLE R905.1.1(1) For 51:1 inch=25.4 mm,1 pound per square foot o 0.0479 kPa• PLATES END LENGTH c. FOR ROOF SLOPES, ICE PROTECTION THAT CONSISTS OF AT LEAST 2 LAYERS OF I PROVIDE BLOCKING 1"MIN. D 12" PICAL & NOTES a.Where minimum footing width is 12 inches,use of a single wythe of solid or DOUBLE PROPOSED 2X4 DOUBLE TOP UNDER-LAYMENT CEMENTED TOGETHER, OR A SELF ADHESIVE POLYMER MODIFIED PLATE BITUMEN SHEET, IS TO BE USED& IS TO EXTEND FROM THE EAVE'S EDGE TO 24" MIN. fully grouted 12-inch nominal concrete masonry units is permitted. TOP PLATE g INSIDE THE EXTERIOR WALL LINE OF THE BUILDING IN ACCORDANCE w/R905.2.7.& ¢ REFERENCE 3.38 FLOOR-TO-FLOOR U REFERENCE3.38 DWG. NO.: R905.1.2. r a \ FOR NAILING 12"MIN- INSTALLATION @ 16"0/C FOR NAILING d. FLASHING MATERIALS ARE TO BE CORROSION-RESISTANT AND INSTALLED IN ACCORDANCE w/R703.8, R903.2, &R905.2.8. n r I I e. HOUSE WRAP MATERIAL OR BUILDING FELT&IT'S INSTALLATION ARE TO COMPLY w/ 2X4 STUD WALL @ 16" r PROP 2X4 STUD WALL @76"O.C. STRAP @A O.C. 6-1OdX1 1/2" � /I EACH STUD I� f. WEATHER RESISTANT SIDING ATTACHMENT AND MIN.THICKNESS ARE TO COMPLY w/703.2 TYPICAL H16 -1470 Ibs. UPLIFT (o.las"xt 1/2")_ �e / R703.3.2. TRUSS/RAFTER TO DOUBLE � WALL TO CRIPPLE WALL CONNECTION PLATE INSTALLATION PAGE 2 OF 10 1st Floor Living Area: 1,143.58 Sq Ft 2nd Floor Living Area: 615.67 Sq Ft Basement Living Area: 382.33 Sq Ft Total Lving Area: 2141.38 Sq Ft Balcony Accessory Apartment Area 561= 383.33/2141.38 0 5 4 0 0I 0 17-4" Q z ------ 4 Closet ' ' S'$" ° o Den 4'-7 in L J Bedroom o A Both roc m Kitchen 4— -Do. �O z Storage A < > U < J L:: J 1 L - --: I Z Living Room B throom 0 � Bedroom U p4 Z Z .1c e!) 0- Closet C)o ; ; ; ; O r'1 Q �' Bedroom 0 E.. P4 C Z 0 ,4 W > 0 0 Z 16-10 314" Z N Ilk Existing Ist Floor N. C? 0 Proposed 2nd Floor aZ U Window Schedule U) Q Label Type Series Size UA SHGC Quantity Material Notes 1 Casement TO"x 2'0" 0.21 0.18 5 1 Vinyl W/Grilles 2 Double Hung 3'0'x 5'0" 0.2 0.18 1 Vinyl W/Grilles, Egress Z W Z C) Window 3 Casement 3'0" x 1'5" 0.21 0.18 1 Vinyl W/Grilles > 4 Casement 2'8"x 1'5" 0.2 0.18 1 Vinyl W/Grilles 5 Double Hung 26"x 3'4" 0.2 0.18 11 Vinyl W Grilles LU LD Door Schedule < Bathroom Label Type Series Size Quantity Material 0 3 ¢ Z Z ! A Pocket Door 2'6" X 6'8" 4 Wood < U C C . U B Sliding Door 59019 X 6181 1 Vinyl SCALE: H Bedroom 770 6 Sl DWG. NAME: FLOOR PLANS Existing 2nd Floor DWG. NO.: Aww2 I PAGE 3 OF 10 N 00 00 O� M M r � 1 i 1 � = x j 12 12 2.73 4.32 IT I oz - o � 30 as H z El - I - - - - - - - - - IIIII " Ji z 0 Q x Front Elevation o Left Elevationcon o � w O � WQo Q � WZo pH W � W �+ WW ►-� OZv� Q w > zN � H o � H � a a z w ,2 w 2.77 Q EE Z z W o � o m � o z 0 w o o Lo I KEE g N `fl w = cn "t j `r Q U z Q A Z Q w � Rear Elevation w A Q Q U SCALE: .HI{ Yo W Right Elevation n� 77006 V= SSIONA�� DWG. NAME: ELEVATIONS DWG. NO.: Aww3 PAGE 4 OF 10 00 00 (2)Treated 2x8 ILI .1 Treated GxG Post(typ.) (2)Treated 2Y,8 fp) 91 12"Do. PC Footing(typ-) I M O x (2)2x8 Hdr (2)2x8 Hdr (2)2x6 H 2x8 Hdr Qz 17-4" 2XG CJ is,,at < - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Living Room Bathroom (2)2x8 Hdr L J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - XF-H-Fr U (0 2XG d)is"at 3.5"Dia. Steel Post 2x4 Post I L - - - - - - - -- L -- J L., -j L------------- --- I r - - - - - - - J----- --1 7 1---------- ---- (2)2x8 Hdr t� : : z -7 - - - - - - 2xic C.1 I le 0 0- - - - - - C.0 (2)1 314�x 7 114'Microllorn LVL Hdr rT) C) 4-4" Bedroom W SIX;It T -n SL 0 z Steel Post _7 (2) (2)2x8 'Hdr (2)2x8 Hdr Con M z 2nd Floor Structure Plan P4 0 16-8 3/4" z U P4 '(2)2x4 Post 2)2 post IL (2)2x8 Flush 4Hdr 0-1 =3 ......................................................................................................... Dia. -——------------- Steel Post cn z Z Railings to comply with R312.1 9312.2 > See Notes on A-1 for Full Description 7-11" W Treated 2x8 Logged to in 1 1 1 Framing 1/2" Logs 116" O.0 B x 7 z �— 1/4" jI I Treated 2XG J 1451, Railings to comply with R31:2.1 R312.2 tion (:2)1 314� Hush Mar Micr llaM=v LLI See Notes on A-1 for Full Descri CS A Q n (2)Treated (2)Treated p 2"Post 2X6 2X8 (2)Treated 2x8 < Cn 1st Floor Structure Plan N w w 7? co z A A Z IT. U A A U SCALE: PB Post Base(typ.) 1/411 1 ,Hp y0 /- Treated GxG Post W/12"01a. PC Footing (typ.) 77006 S Stairs Detail DWG. NAME: Deck Section Scale: 1/411=11 STRUCTURE .Scale: 1/4"=1 DWG. NO.: A - 4 PAGE 5 OF 10 N 00 00 01 M M 1 B Inmd W x 48 Pre4F 7n t, EgrMs Window Wei w/C"o er Per R310. i ° (2)2x8 Hdr 15-3 1/4" , � 0 2435 Casement p W/Egress Hardware 2x6 CJ @ 16"O.0 2434 Casement Window 5/8 Type"X" Drywall on Ceiling 15'-31/4" W/Egress Hardware o o Bedroom o h � i O CH 7-6 `c\vInstall 3Ox48 � 8-p in 5/8 Type"X"Drywall on Ceiling X © u� Egress Wrdow Wd New ® SJ w/Cau3-Per R310J4 I /_-, � Portico Q Fixed Lighting in Finished Area Provides - / Illumination in Excess of 6 Foot candles CH iv 12-13/4" As Required in 9303.1 I o o � r 2x6 RR o 1 Hour Fire Rated Doo Living oom New 3.5"Dio.Steel Post Below Post above r � 7-51/4" m 5/8 Type"X" Drywall on Wall I p )2x8 Hdr s QO z Sperating Apartment Cara e 1 Hour Fire Rated D02 a 7-51/4" I 12'-13/4" Q Ex. CJ 1 Hour Fire Rated Door 5/8 Type IV Drywall on Wall Sperati 9 5/5"Type"X"Drywall Ceiling cv 1 Hour Fire Rated Door Basement Garige �t I61 N H 1/2"Drywall bj z H W 2 x 4 Studs @ 16"O.C. 41'-G 3/4" z U 41'-G 3/4' Q 14'-11 1/2" r-a R-15 Insulation x E-� 14'-111/2" O O Treated 2 x 4 Plate Basement plan B C) NWQ� 2141.56 Basement Framing plan Q W o0 Cellar Wall Detail (Typ) Q Scale 1/2"= 1' W W OF-+ r� Q (2):2 x 8 Hdr N � � Safety Cover as Required z H C 13., a Z Pre-Formed Egress Window Well U W W Q C7 2435 Case w/Egress Hardware O t� Crushed Stone Under Well Z W Egress Well Detail G"Diam Drain o � Scale 1/4"=1' � U N C4 O z 0 w C, Ln � N �} Q 'U N w W ,�• J Asphalt Shingles over 15# Felt Q 0.1 over 5/8"CDX Plywood Sheathing z A A Z over 2"x G"R.R.@ 16"O.C.. a q 0 3 Q Provide Ice Dam 24"Wide from w U Q A U Face of Building 2 x 8 Lagged to SCALE:/4�� = 1 Framing 1/2" Lags loll o.c. 2x6 CJ Hq 1'Q @ loll O.0 o n t^ �0 77006 � SSIONP� DWG. NAME: Portico Detail Scale: 1/4"-1I BASEMENT DWG. NO.: A - 5 PAGE 6 OF 10 N -- — — 00 TOP PLATES RAFTER \ \ \ 2X TOP PLATES OVERLAP AT M D\ \ \\\ CORNER LOCKING WALLS 00 CRIPPLE NNOTCHE1) \ \\\\ TOGETHER CUT PLATE TIED WITH STAGGER JOINTS 24 IN.OR ^ RAKE /USE SPLICE PLATES STUDS WALL \ \`\ SINGLE OR DOUBLE 16 GAGE STEEL STRAP. f/ SEE SECTION R602.32 CONTINUE COMMON STUDS \ \\\ TOP PLATE SEE SECTION R602.6.1 WALL STUD (ALIGNEDWITH \ \\\ SPACING STUDS \\ \0 BELOW) \\ \ t DOUBLE 2X \` \\ FULL-HEIGHT STUDS ''t A. HEADER WITH JOIST G ` \\` ADJACENT TO HEADER 1/2" PLYWOOD \\\ SEE SECTION \ \ \ R602.7.$SPACER RAFTERS JOISTS OR APPROVED r•,.. BETWEEN END \ \\\\ FIREBLOCKAROUND RAFTER \ \ PIPE ,. TRIMMER \ HEADERPIOCIF- STUD \ SEE TABLES R602.7(1) � KING STUD TOP PLATE TOP PLATE- JACK STUDS OR SEENOT 4NGPAOVISIONS TRIMMERS ' l i SECONDSTORY SECTION PAW,6I .x°K+'• ., WALL STUDS = NOTE SEE SECTION R602.3 WALJOIST IS PE [A RMITT TO SEEL STUD- JOIST NQ AND ` Provides maximum nailing surface on interior and exterior FLOOR J019T— BE CUT OR NOTCHED NOTCHING PROVISIONS walls. RAKE WALL DETAIL—PLATFORM 2X WALL STUDS SEE DRILJNG AND BETWEEN THESE LIMITS SECTION F16W 16 .'t FRAMING SECTIO�rNi�.e Is+oNs �,. •� 2X4 BEARING WALL—HEADER DETAIL TOP PLATE FRAMING DETAIL SOLID BLOCKING BOTTOM PLATE f i SPAN '/ SPAN BOTTOM J0UD NAIU:D TO PLATE TOP PLATE FO' F STUD FLOOR JOISTS JFOR BLOCKING AND NBLOCKI T IN.x 4 IN.RIBBON O SUBFLOOR BRIDGING-SEE CUT INTO STUD-- 1` SECTION R5W.7 SEE SECTION R5026 e•-r FOUNDATION FIRST RAFTER --- ---' -- OF PAIR NAILED -i CRIPPLE WALL- O z SEE SECTION R602.9 BEARING WITH TWO NAILS SILL PLATE ---'--- -� WALL I (10 d FOR 1"RIDGE i 16d FOR 2"RIDGE) _ r� \ 2xro RR L------ - - ---------- WALL STUDS BOTTOM PLATE LA JOIST -SEE I FOUNDATION LAP Jdst IN MIN. W x E BAND JOIST SECOND /�j° DIAGONAL BRACE ANCHOR BOLTS EMBEDDED IN OR BLOCKING SECTION R502.6.T SEE SECTION CKINI B RAFTER 4- @ 1611 O.G LET INTO STUDS FOUNDATION 6 FT.O.C.MAX. FOR FIRE BLOCI(ING OF PAIR SILL PLATE JOIST t' •' / Fes+ NAILED O O WITH ONE A, � � CRAWL SPACE OR SUBFLOOR •� 10 d AND O BASEMENT MAB-ON-AC ONE 10 d FOUNDATION SLAB-ON-GRADE TOENAIL X CORNER AND PARTITION POSTS \��iir,\\. := FOUNDATION INTERMEDIATE PLATFORM FRAMMIO BEARING WALL BALLOON FR/LMING RAFTER TIE OR COLLAR 4- .4 mm,I foot=304.8 mm. V1 FOUR B d AT -1to Q, } FIGURE R602.3 EACH RAFTER v -� APPLYAPPROVED SHEATHING OR BRACE (1) Z X v EXTERIOR WALLS WITH 1 IN.BY 41N.BRACES LET NOTE:ATHIRD STUD AND/OR PARTITION INTERSECTION TYPICAL WALL,FLOOR AND ROOF FRAMING Q ROOF PEAK W O 1!; INTO STUDS AND PLATES AND EXTENDING FROM BACKING STUDS SHALL BE PERMITTED TO BE OMITTED ■ ■ ^ � �� BOTTOM PLATE TO TOP PLATE,OR OTHER THROUGH THE USE OF WOOD BACKUP CLEATS,METAL 1 APPROVED METAL STRAP DEVICES INSTALLED IN DRYWALL CLIPS OR OTHER APPROVED DEVICES THAT � ' ACCORDANCE WITH THE MANUFACTURER'S WILL SERVE AS ADEQUATE BACKING FOR THE FACING SPECIFICATIONS.SEE SECTION R602.10. MATERIALS. @ 16 11 O.0 z 0 U PLATE New N inch=25.4 mm, 1 foot=304.8 mm. FIGURE R602.3(2) TWO 16 d X Q Dormer � FRAMING DETAILS 0 x 11N. Q O o ,'wIDE GE STEEL 16dTO 1S O.C. X m AT TO SPACER 11M11JJ `V STUD 6°,ILL Existing Roof 7_0 ° N_)OD Q Zo OOR 16d 12"O.C. STAGGERED �OLE r 'LATE 2x(c R W ►� IOd ALL @ 1611 0.G o STUD � Q OZ � Q F--'1 "Simpson" LSTA New Low Profile D Ridge Strap @ Each Ridge Vent IZ u M Asphalt Shingles over 15# Felt New Rafter QI SOLE F over 5/8"COX Plywood Sheathing (See Detail) 2x8 Ridge 12 z N (� over 2"x G"R.R. La-)16"O.C.. Asphalt Shingles over 15# Felt p PARTITION TO WALL Roof Plan Provide Ice Dam 24"Wide from 2.73 over 2over /�6 R Rp@ 16 C.Clywood .. a 0� o Face of Building A-I CONNECTION Provide Ice Dam 24"Wide from Face of Building W 2x10 CJ @ 16"O.0 W � (2)2x4 Plate R-30 Insulation (2)2x4 Plate Q "Hardboard Siding over R-5 Rig! 1/2"Sheetrock (3)2x10 Flush Hdr 1/2" Sheetrock Hardboard Siding over R-5 Rigid over Tyvek over 1/2"Plywood Q over Tyvek over 1/2" Plywood A FILLER BLOCK Sheathing over 2"x 4'studs I` Sheathing over 2"x 4"studs R-15 Insulation R-15 Insulation e Ott 16 d TO FILLER BLOCK " i at All "Simpson"H8 at All 2x4 Plate 2 late THREE 16 d "Simpson"H8 TO FILLER ft R New Rafters BLOCK N New Rafters (See Detail) "Simpson"LSTA "Simpson"LSTA (See Detail) Rid 9 a Stra @Each Ridge Strap @ Each P 2x8 Ride Z 2x8 Ridge New Rafter New Rafter 9 W (See Detail) (2)Treated 2x8 ZO (See Detail) O to 16 d W O STAGGERED Asphalt Shingles over 15# Felt 12"O.C. R-21 Insulation R-21 Insulation 2x4 Pla+e VERTICAL Asphalt Shingles over 15#Felt 2x4 Plate ',2x4 Plate � over 5/8"GDX Plywood Sheathing 2XG L -� z over 5/8"COX Plywood Sheathing 2x6 CJ - , '. over 2"x 6"R.R. @ 16"O.C.. O ' over 7 x 6"R.R. @ 16"C.C.. R-15 Insulation @ 16" O.C' @ 16"O.0 R-15 Insulation Provide Ice Dam 24"Wide from Face of Building w THREE 16 d 1/2"Sheetrock g � TO FILLER Provide Ice Dam 24"Wide from Face of Building 10 d TOE- BLOCK )/2"Sheet Rock CV NAILED 1/2"Sheet Rock' iq \ \ TO SOL SOLE t` £ \ OCR.iJO:�:�JC`.�C�C�.�JU� Jb��JJC`#`�JU,.,JbC�JO(�JC_ �" �• d- igi ' . Hardboard Siding over R-5 Riigid Hardboard Siding over R-5 Ri cp t� cn `7° _ over Tyvek over 1/2"Plywood 2x4 Plate ,2x4 Plate over Tyvek over 1/2" Plywood Q �D Sheathing over 2"x 4"studs 2x4 plate Sheathing over 2"x 4"studs N �� --L z 3 Q z A 3 Q w v U A IQ U STUD A TO HAVE SAME NAILING 170 FILLER BLOCK AS STUD B SCALE: 1/411 = 1 ' CORNER P08T Cross Section A-A �o H{{ y° WALL WOOD BACKER STRIP STUDS ix OR 1/2" PLYWOOD, r- W NAILED IN PLACE BEFORE EXTERIOR SHEATHING APPLIED � V= (2)2x4 Plate AR�FESSIONP� (2)2x4 Plate (2)2x4 Pla+e DWG. NAME: 1/2"Sheetrock 1/2"Sheetrock 1/2"Sheetrock FRAMING U, I- R-15 Insulation R-15 Insulation DWG. NO.: 2x4 Plate 2x4 Plate 2x4 Plate CORNER BLOCKING DETAIL INSULATED WALL DETAILS Cross Section B-B A - 6 PAGE 7 OF 10 N 00 C� M 00 M d n ty`i• � p' :t oz 0 � o � as • z a / � Q x ' Z �D / \ zH Q wzz12 �s u=� ® ® ® s m \ o Z Q ® ® N � Front Elevation H � ° a z Left Elevation W 42.7 25.023' 34.76' 36.6' Sky plane Diagram East to West Section Sky plane Diagram North to South Section Scale: 1"-10' Scale: 1"=10' z Z z W o � o u N Wx o z 0 w J C, C g N Q U 0 3 ¢ 3 z Q Q Q w � U A r1 u SCALE: 1 " = 10' �P Hy y0 1 r— W F� 77006 V A'�OFESSIONP� DWG. NAME: SKY PLANE DIAGRAM DWG. NO.: A - 7 PAGE 8 OF 10 N d' MINIMUM 235#ARCHITECTURAL ROOF SHINGLES, c� COLOR TO BE SELECTED BY OWNER oMLA CONTINUOUS BEAD OF INTERIOR 30#BLDG FELT c ADHESIVE CONDITIONE D SPACE 1/2"CDX PLYWOOD SHEATHIN CONTINUOUS BEAD OF —� ROOM ABOVE GARA E ROOF RAFTERS(SEE PLAN FOR TYPE, SIZE AND SPACING). SEALANT MIN. 1" CLEAR SPACE FOR VENTING OF INSULATION , CAVITY R-30 BATT INSULATION . CONTINUOUS BEAD OF INSULATI C IT Y SU 10 CEILING JOISTS(SEE PLAN FOR TYPE, SIZE AND SPACING) - -__ - - - ` EALANT ON 1 1/4" X 20 GAGE STEEL STRAP @ EACH STUD. (4) 8d COMMON NAILS IN i e EACH END AS PER TABLE 3.3B OF WOOD FRAME CONSTRUCTION MANUAL DRYWALL CAULKED, GLUED `. WOOD FRAME OR ALUMINUM GUTTERS AND LEADERS I OR GASKETED TO PLATE ASSEMELY CONTINUOUS BEAD OF SOFFIT VENTING WITH INSECT SCREEN--. EXTERIOR SHEATHING CAULKED, GLUED Pr• I SEALANT WOOD FRAME LOOR 2-2"x4' TOP PLAT + OR GASKETED TO TOP PLATE :�$� • ASSEMBLY INSULATED D 1 1/2" RIGID INSULATION FIRESTOPPING (ALL WALLS FLOORS AND CEILINGS)_AS PER CODE. _ CONTINUOUS BEAD OF WALL TYVEK OR EQUAL VAPOR BARRIER +.,e•t s `'' CLADDING SEALANT 1/2" EXTERIOR PLYWOOD SHEATHING TAPED OR SEALED JOINTS y SAME FOR FLOOR ABOVE —� GARAGE INTERIOR CONDITION UNCONDITIONED SPACE SIDING,TYPE AND COLOR TO BE SELECTED BY OWNER I IN EXTERIOR SHEATHING SPACE 1" RIGID INSULATION R-5 b' DA 2"x4" WALL STUDS @16" O.C. R-15 BATT INULATIO AIR SEALING @ UPPER EXTERIOR SHEATHING CAULKED, GLUED OR 2"x4"BASE PLATE GASKETED TO BOTTOM PLATE o AIR SEALING @ UPPER 1 1/4" X 20 GAGE STEEL STRAP(4) 8d COMMON NAILS IN EACH END AS PER I FINISHED FL CONTINUOUS BEAD OF FLOOR RIM JOIST TYPICAL FLOOR CONSTRUCTION: SEALANT TABLE 3.36 OF WOOD FRAME CONSTRUCTION MANUAL Q Z FLOOR RIM JOIST 3/4" T&G PLYWOOD FLOORING SCREWED AND GLUED TO FLOOR JOISTS (SEE PLAN FOR TYPE, SIZE AND SPACING) 1/2" O CONTINUOUS BEAD OF SHEETROCK WITH TAPE AND 3 COATS OF SPACKLE � O SEALANT SIMPSON LTP4 @ 16" O.C. FROM RIM JOIST TO PLATE.TO W CONTINUOUS MINIMAL I EXPANDING FOAM AT BE FASTENED AS PER SIMPSONS RECOMENDATIONS. EXTERIOR SHEATHING CAULKED, �] WINDOW PERIMETER 2-2"x4"TOP GLUED OR GASKETED TO TOP PLATE TAPED OR SEALANT OVER JOINT IN WINDOW UNIT AS AIR FIRESTOPPING (ALL WALLS FLOORS AND CEILINGS} I EXTERIOR SHEATHING BARRIER AS PER CODE.-- :::�� CONTINUOUS MINIMAL 1 1/4" X 16 GAGE TRIPLE COATED ZINC STEEL STRAP LAPPED UNDER BOTTOM PLATE WITH (4) 8d COMMON NAILS AT STUD AND(4) 8d COMMON NAILS AT RIM JOIST AND SILL FOR A TAPED OR SEALED JOINTS IN EXPANDING FOAM AT TOTAL OF 8, AS PER TABLE 3.3B OF WOOD FRAME CONSTRUCTION MANUAL I EXTERIOR SHEATHING WINDOW PERIMETER (ALL SCREWS IN CONTACT WITH ACQ WOOD TO BE HOT DIPPED GALVANIZED) STRAPS TO BE WRAPPED UNDER WOOD SILL. WOOD FRAMING PER CONTINUOUS BEAD OF I � MANUFACTURERS SEALANT MANUFACTURED RECESSED 2"x4"BASE I REQUIREMENTS LIGHT ENCLOSURE EXTERIOR SHEATHING CAULKED,GLUED OR GASKETED SIMPSON LTP4Z @ 16" O.C. FROM RIM JOIST TO SILL.TO I TO BOTTOM PLATE BE FASTENED AS PER SIMPSONS RECOMENDATIONS. I TYPICAL FLOOR CONSTRUCTION: Z SPECIFIED ATTIC INSULATION (ALL SCREWS IN CONTACT WITH ACQ WOOD TO BE HOT I 3/4"T&G PLYWOOD FLOORING SCREWED AND GLUED TO FLOOR JOISTS CONTINUOUS BEAD OF DIPPED GALVANIZED) (SEE PLAN FOR TYPE,SIZE AND SPACING) R-30 BATT INSULATION O ADHESIVE CONTINUOUS BEAD OF (2) 2"x6" .25 ACQ WOOD SILL PLATE(AND SILL SEALER)ANCHORED TO Q CONCRETE FOUNDATION WALL W/5/8" DIA, HOT DIPPED GALVANIZED ANCHO SEALANT BOLTS WITH 3" SQUARE HOT DIPPED GALVANIZED WASHERS @ 23" O.C. MINIMUM 7" EMBEDMENT(NOT MORE THAN 12" EA. WAY FROM CORNERS). EXTERIOR SHEATHING CAULKED, x *NOTE: GLUED OR GASKETED TO SILL PLATE COPPER TERMITE ALL STRAPPING SHALL BEAR MIN. SHIELD SILL PLATE INSTALLED OVER 0 DRYWALL EXPANDING FOAM SEALANT SILL GASKET INSULATED CEILING AT PERIMETER 12�� ON STUD, RAFTER FACE, ETC. O EXTERIOR STUD CONTINUOUS BEAD OF RECESSED LIGHT FIXT CONTINUOUS BEAD OF TYPICAL FOR ALL LOCATIONS. Z �, WALL SEALANT SEALANT NEW CONCRETE FOUNDATION WALL W/DAMPROOFING AND(2) O W Q O CONTINUOUS SEAL SEALER, #5 REINFORCING RODS TOP AND BOTTOM. INSTALL INTERIOR FULL WIDTH OF MUDSILL SHEATHING PRIOR TO 4 THICK CONCRETE SLAB WITH 6 x6 #1 O/#10 ,3 INSTALLATION OF PRE- FOUNDATION WALL AS AIR SEALING @ ATTIC W.W.M. OVER 6 MIL. POLY VAPOR BARRIER w Z O FAB FIREPLACE UNIT AIR BARRIER 1/2" EXPANSION JOINT FILLE I^-I r� ^ C � CONCRETE SLAB AS AIR 1'-4"x 8" DEEP CONCRETE FOOTING W/KEY `./ �-•I E"I PREFAB FIREPLACE BARTER RECESSED LIGHTING WAY AND(3)#5 STEEL REINFORCING RODS. - - - - - - - UNIT UNDISTURBED SOIL . CHr� Q C Z v1 Q *NOTE: �.4 SHADED COMPONANTS TTDESIGNATED AIR FLOW TYPICAL WALL SECTION AND FLOW RETARDER DETAIL RETARDER SYSTEM. SPECIFIED ATTIC INSULATION SCALE: 3/4"=1'-0" AIR SEALING @ z EXTERIOR WALL �, a 1 1/2" RIGID 04 W INSULATION W Q (� FINISHED CEILING FINISHED CEILING CONTINUOUS BEADS OF —ACCESS PANEL SEALANT TRIM OVERHANG 1/2" TNT ACCESS PANEL TO FIT OPENING TO SUPPOP,T PANEL CONTINUOUS SEAL SEALER, TIGHTLY ON FRAME AND FULL WIDTH OF MUDSILL JOINT SEALANT TAPE ALL SIDES AIR SEALING @ ATTIC HATCH z z AIR SEALING @ PRE-FAB � s FIREPLACE PLATFORM z 0 PLUMBING CONTINUOUS BEAD OF c N SEALANT EXPANDED FOAM---,,,- PIPING TOP PLATES � V N SEALANT t Q TOP PLATES cal w rii �" _' 3 ¢ z z g A 3 A w � f: EXPANDED w A Q FOAM EXPANDED PROVIDE BLOCKI G AlS UD SCALE: SEALANT FOAM CAVITY ALL SID 1/4" = 1 ' SEALANT CONTTUB UNIT PLUMBING BEAD IOFOUS THIN-PROFILE WALL ��0 y PIPING SEALANT SHEATHING �P HN + ELECTRICAL WIRE CONTINUOUS v � WALL STUDS BEAD OF SEALANT D 0 T WALL STUDS WI DOW RIME R '�� 77006 OD ME OR pRpFESS10�P� SEMB DWG. NAME: CONTINUOUS BEAD OF M E P SEALANT AIR SEALING @TOP PLATE NOTES PLUMBING AIR SEALING @PLATE PLU G PENETRATION DWG. NO.: O ELECTRICAL PENETRATION AIR SEALING BEHIND TUB MEP _ 1 _ — PAGE 9 OF 10 N 00 MINIMUM 235#ARCHITECTURAL ROOF SHINGLES, o� COLOR TO BE SELECTED BY OWNER 00 ! 30#BLDG FELT Wood Backer Strip 1x or 1/2"Plywood Nailed in Place Before Exterior Sheathing 1/2"CDX PLYWOOD SHEATHIN Applied ROOF RAFTERS (SEE PLAN FOR TYPE, SIZE AND SPACING). MIN. 1" CLEAR SPACE FOR VENTING OF INSULATION 2 x 4 Wall Studs R-30 BATT INSULATION z CEILING JOISTS(SEE PLAN FOR TYPE, SIZE AND SPACING) - - - - - - - 1 1/4"X 20 GAGE STEEL STRAP @ EACH STUD. (4) 8d COMMON NAILS IN i Wall Insulation EACH END AS PER TABLE 3.36 OF WOOD FRAME CONSTRUCTION MANUAL DRYWALL CAULKED,GLUED " ALUMINUM GUTTERS AND LEADERS I OR GASKETED TO PLATE I INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT a SOFFIT VENTING WITH INSECT SCREEN EXTERIOR SHEATHING CAULKED, GLUEDy 2-2"x4"TOP PLAT OR GASKETED TO TOP PLATE CLIMATE FENESTRATION SKYLIGHT b GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL ) ZONE U FACTOR b U-FACTOR FENESTRATION R-VALUE FRAME WALL R-VALUE WALL R-VALUE SPACE c FIRESTOPPING (ALL WALLS FLOORS AND CGYPSU/vl CODE. SHGC b,e WALL R-VALUE i R-VALUE WALL TYVEK OR EQUAL VAPOR BARRIER R-VALUE R-VALUE 1/2" EXTERIOR PLYWOOD SHEATHING CLADDING TAPED OR SEALED JOINTS 4 EXCEPT MARINE 0.35 0.55 0.40 49 20 OR a/13 19 10/t 3 t 0,2 ft. l0/13 SIDING,TYPE AND COLOR TO BE SELECTED BY OWNER I IN EXTERIOR SHEATHING •'; 13+5 n 1" RIGID INSULATION R-5 FOR SI:1 FOOT=304.8 mm > 2"x4" WALL STUDS @16" O.C. R-15 BATT INULATIO a. R-VALUES ARE MINIMUMS.U-FACTORS AND SHGC ARE MAXIMUMS.WHEN INSULATION IS INSTALLED IN A CAVITY WHICH IS LESS THAN THE LABEL OR DESIGN THICKNESS OF THE INSULATION,THE INSTALLED R-VALUE OF THE INSULATION SHALL NOT BE LESS THAN THE R-VALUE SPECIFIED IN THE TABLE. b. THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS.THE SHGC COLUMN APPLIES TO ALL GLAZED FENESTRATION.EXCEPTION:SKYLIGHTS MAY BE EXCLUDED FROM GLAZED FENESTRATION SHGC REQUIREMENTS IN EXTERIOR SHEATHING CAULKED, GLUED OR CLIMATE ZONE 1 THROUGH 3 WHERE THE SHGC FOR SUCH SKYLIGHTS DOES NOT EXCEED 0.30. C. "15/19"MEANS R-15 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-19 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL"15/19"SHALL BE PERMITTED TO BE MET WITH R-13 2'X4"BASE PLATE I GASKETED TO BOTTOM PLATE C:)CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT WALL PLUS R-5 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME."10/13"MEANS R-10 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL. 1 1/4" X 20 GAGE STEEL STRAP(4) 8d COMMON NAILS IN EACH END AS PER I FINISHED FL F d. R-5 SHALL BE ADDED TO THE REQUIRED SLAB EDGE R-VALUES FOR HEATED SLABS.INSULATION DEPTH SHALL BE THE DEPTH OF THE FOOTING OR 2 FEET,WHICHEVER IS LESS IN CLIMATE ZONE 1 THROUGH 3 FOR HEATED TYPICAL FLOOR CONSTRUCTION: TABLE 3.36 OF WOOD FRAME CONSTRUCTION MANUAL Q Z e.�eS THERE ARE NO SHGC REQUIREMENTS IN THE MARINE ZONE. 3/4" T&G PLYWOOD FLOORING SCREWED AND GLUED TO f. BASEMENT WALL INSULATION IS NOT REQUIRED IN WARM HUMID LOCATIONS AS DEFINED BY FIGURE R301.1 AND TABLE R301.1. FLOOR JOISTS (SEE PLAN FOR TYPE, SIZE AND SPACING) 1/2" O 9. OR INSULATION SUFFICIENT TO FILL THE FRAMING CAVITY,R-19 MINIMUM. h. THE FIRST VALUE IS CAVITY INSULATION,THE SECOND VALUE IS CONTINUOUS INSULATION,SO"13+5"MEANS R-13 CAVITY INSULATION PLUS R-5 CONTINUOUS INSULATION. CORNER BLOCKING DETAIL SHEETROCK WITH TAPE AND 3 COATS OF SPACKLE W � i. THE SECOND R-VALUE APPLIES WHEN MORE THAN HALF THE INSULATION IS ON THE INTERIOR OF THE MASS WALL. SIMPSON LTP4 @ 16"O.C. FROM RIM JOIST TO PLATE.TO INSULATED WALL DETAILS BE FASTENED AS PER SIMPSONS RECOMENDATIONS. I EXTERIOR SHEATHING CAULKED, Q � 2 2"x4"TOP GLUED OR GASKETED TO TOP PLATE�: Q FIRESTOPPING (ALL WALLS FLOORS AND CEILINGS):� TAPED OR SEALANT OVER JOINT IN AS PER CODE. EXTERIOR SHEATHING 1 1/4" X 16 GAGE TRIPLE COATED ZINC STEEL STRAP LAPPED UNDER BOTTOM PLATE WITH 31/2" (4) 8d COMMON NAILS AT STUD AND(4) 8d COMMON NAILS AT RIM JOIST AND SILL FOR A TAPED OR SEALED JOINTS IN TOTAL OF 8, AS PER TABLE 3.36 OF WOOD FRAME CONSTRUCTION MANUAL I EXTERIOR SHEATHING (ALL SCREWS IN CONTACT WITH ACQ WOOD TO BE HOT DIPPED GALVANIZED) STRAPS TO TJ „ BE WRAPPED UNDER WOOD SILL. z I � Chose Compliance Method 2"x4"BASE I EXTERIOR SHEATHING CAULKED,GLUED OR GASKETED SIMPSON LTP4Z @ 16" O.C. FROM RIM JOIST TO SILL.TO I TO BOTTOM PLATE Total UA Alternative See RESCHECK Analysis (Attached) BE FASTENED AS PER SIMPSONS RECOMENDATIONS. I TYPICAL FLOOR CONSTRUCTION: �' 2 x Material Hdr ZO (ALL SCREWS IN CONTACT WITH ACQ WOOD TO BE HOT I 3/4"T&G PLYWOOD FLOORING SCREWED AND GLUED TO FLOOR JOISTS DIPPED GALVANIZED) (SEE PLAN FOR TYPE,SIZE AND SPACING) R-30 BATT INSULATION U (2) 2"x6" .25 ACQ WOOD SILL PLATE(AND SILL SEALER)ANCHORED TO CONCRETE FOUNDATION WALL W/ 5/8" DIA. HOT DIPPED GALVANIZED ANCHO _ _ _ _ _ _ _ _ Q BOLTS WITH 3" SQUARE HOT DIPPED GALVANIZED WASHERS @ 23" O.C. MINIMUM 7" EMBEDMENT(NOT MORE THAN 12" EA. WAY FROM CORNERS). Energy Conservation Notes EXTERIOR SHEATHING CAULKED,* �-+ Air Barrier Criteria NOTE: GLUED OR GASKETED TO SILL PLATE COPPER TERMITE z E-I 1. A continuous air barrier sholled be installed in the building envelope. ALL STRAPPING SHALL BEAR MIN. SHIELD SILL PLATE INSTALLED OVER 12" ON STUD RAFTER FACE ETC. O 2. The exterior thermal envelope contains a continuous air barrier. > > SILL GASKET � 11/2" R-5 Rigid Foam Insulation TYPICAL FOR ALL LOCATIONS. 3. Breaks or joints int he barrier shall be sealed. g Z � 4. The air barrier in any dropped ceiling/soffit shall be aligned with the insulation NEW CONCRETE FOUNDATION WALL W/DAMPROOFING AND(2) O W Q O and any air gaps in the air barrier shall be sealed. Mechanical System Notes I--+ #5 REINFORCING RODS TOP AND BOTTOM. 5. Access openings, dropdown stairs or knee wall doors to unconditioned attic 1. At least one thermostat shall be provided for each seperate heating and cooling system. 4"THICK CONCRETE SLAB WITH 6"x6" #10/#10 I� space shall be shall be sealed. 2. Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with either 2 x Header Detail W.W.M.OVER 6 MIL. POLY VAPOR BARRIER Q w Z O 6. The Junction of the foundation and sill plate shall be sealed. International Mechanical Code or International Residential Code. Scale 3"=1' E-+ 1/2" EXPANSION JOINT FILLE Q 7. The junction of the top plate and the top ofexterior walls shall be sealed. 3. Ducts shall be pressure tested to determine air leakage by one of the following methods V-4" x 8" DEEP CONCRETE FOOTING W/KEY 6. Knee walls shall be sealed A. Rough-In Test - - - - - - - (� WAY AND(3)#5 STEEL REINFORCING RODS. � 9. The space between windows/door jams and framing and skylights and framing B. Post Construction Test UNDISTURBED SOIL a w shall be sealed. 4. Building framing cavities shall not be used as ductsor plenums. P4 Q 10. Rim joistssholl include the air barrier. 5. Mechanical system piping capole of carrying fluids above 105 F or below 55 F shall be Insulated 0 Z C'n Q 11. The air barrier shall be installed at any exposed edge of insulation, to a minimum of R-3. w 12. Exposed earth in unvented crawl saaces shall be covered with a Class 1 6. The building shall be provided with ventilation that meets the requirements of the International vapor retarder with overla in oints to ed. Residential Code or International Mechanical Code as applicable, or with other approved means p pP gJ p TYPICAL WALL SECTION AND FLOW RETARDER DETAIL 13. Duct shafts, utility penetrations and flue shafts opening to exterior or of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that SCALE: 3/4"=1'0" Z close when the ventilation system is not operating. Z cV unconditioned space shall be sealed, F-+ 14. Air sealing shall be provided between the garage and conditioned spaces. The project plans have been designed in accordance with the 2020 New York State Energy Conservation Code (IECC) p O 15. Recessed light fixtures Installed in the building thermal envelope shall be sealed H C? I� to the drywall. a Z 16. The air barrier installed at exterior walls adjacent to showers and tubs shall SAME FOR FLOOR ABOVE U W seperate them from the showers and tubs. W 17. The air barrier shall be installed belind electrical or communications boxes or Energy Code Requirement Table air sealed boxes shall be used. Fenestration 16. HVAC register boots, that penetrate building thermal envelope shall be Manufacturer Type UA SHGG sealed to the subfloor or drywall. Window N/A N/A N/A N/A 19. When required to be sealed, concealed fire sprinklers shall only be sealed in a Door Jeld-Wen Sliding Glass 0.34 0.27 manner that is recommended by the manufacturer. Caulking or other adhesive CONTINUOUS BEAD OF SEALANT sealants shall not be used to fill voids between fire sprinkler cover plates and Mechanical Systems walls or ceilings. Air Conditioning None 20. The thermal air barrier shall be constructed to limit air leakage in accordance Heating Hot Water Baseboard SEALANT US BEAD OF with Sections R402.4.1 through R402.4.6 CONTINUOUS MINIMAL Equipment Type EXPANDING FOAM AT Z WINDOW PERIMETER Insulation Air Conditioning None z LU 1. Air permeable insulation shall not be used as a sealing material. Heating Gas Fired Boiler WINDOW UNIT AS AIR 0 2. The insulation in any dropped ceiling/soffit shall be aligned with the air barrier. BARRIER 3. Cavities within corners and headers of frame walls shall be insulated by Insulation Type R-Value CONTINUOUS MINIMAL W O completely filling the cavity with a material having a thermal resistance of R-3 Walls Fiberglass Batts 15 EXPANDING FOAM AT 0 per inch minimum. (See Detail) Rigid Foam WINDOW PERIMETER 3 z 4. Exterior thermal envelope insulation for framed walls shall be installed in Ceilings Fiberglass Batts 30 0 9 Floor/Foundation Rigid Foam 19/5 SEALANTOUS BEAD OF o substantial contact and continuous alignment with the air barrier. o 5. Rim Joists shall be insulated. 2 x 4 PostsN 2x4Sill � 6. Floor framing cavity insulation shall be installed to maintain permenant contact d d with the underside of subfloor decking, or floor framing cavity insulation shall a Y U) be permitted to be in contact with the top side of sheathing or continous N w CONTINUOUS BEAD OF W insulation installed on the underside of floor framing and extends from the ADHESIVE bottom to the top of all perimeter floor framing members. 4:CONTINUOUS BEAD OF z Q A z 7. Where provided instead of floor insulation, Insulation shall be permanently SEALANT a q c7 Q ¢ 3 x x attached to the crawispace walls. w v q q v 6. Batts in narrow cavities shall be cut to fit or narrow cavities shall be filled by SCALE: insulation that on installation readily conforms to the available cavity space. 1/2" Rigid Foam Insulation 1/4" = 1 9. Recessed light fixtures installed in the building thermal envelope shall be air tight and IC rated. CONTINUOUS BEAD OF H y0 10. Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior SEALANT walls, or insulation that on installation readily conforms to the available space CONTINUOUS SEAL SEALER, c' shall extend behind piping and wiring. FULL WIDTH OF MUDSILL - AIR SEALING GENERAL NOTE: W 11. Exterior walls adjacent to showers and tubs shall be insulated. FOUNDATION WALL AS � Z THESE DETAILS ARE SHOWN FOR TYPICAL AREAS AS SHOWN.CONTRACTOR TO HIRE A AIR BARRIER �J'�O 77006 ��1V HERR'S RATER TO INSPECT ALL CONSTRUCTION PRIOR TO CLOSING UP ANY WALLS AND CEILING TO INSURE EVERYTHING HAS BEEN CAULKED AND SEALED CORRECTLY FOR THE CONCRETE SLAB AS AIR ��FESSIONP� BLOWER DOOR TEST. BARIER DWG. NAME: Corner Post Insulation Detail M E P Rigid Foam NOTES DWG. NO.: AIR SEALING @ MEP - 2 EXTERIOR WALL PAGE 10 OF 10