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HomeMy WebLinkAbout52330-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT I 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#: 52330 Date: 10/08/2025 Permission is hereby granted to: 3170 Property LLC c/o Scott & Peter Mcglynn Southampton, NY 11968 To: Construct alterations to existing single family dwelling as applied for. Premises Located at: 3170 Nassau Point Rd, Cutchogue, NY 11935 SCTM# 104.-12-18.S Pursuant to application dated 09/22/2025 and approved by the Building Inspector. To expire on 10/08/2027. Contractors: Required Inspections: Fees: CO Single Family Dwelling-Addition /Alteration $100.00 Single Family Dwelling- Addition&Alteration $755.00 Tota 1S,855.00 i Building Inspector � 4 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 l�itt)s:H vv w.sotitliol toNviiiiN.c o ..Tr Date Received For Office Use Only PERMIT NO. 40 Building inspector- S E„ 2 25 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an BuIldingI : i 'rt Owner's Authorization form(Page 2)shall be completed. yaw of C)I.Ifllold Date: OWNER(S)OF PROPERTY: Name:3170 Property LLC c/o Peter McGlynn scrM#s)00-104-12-18.5 Project Address:3170 Nassau Point Road, Cutchogue, N.Y. 11935 Phone#:303-949-5451 Email:peterhmcglynn@gmaii.com Mailing Address:3 Cedar Place, Garden City, NY 11530 CONTACT PERSON: Name:Suter and Suter c/o Richard or Bobette Mailing Address.PO box 79 Cutchogue, N.Y. 11935 Phone#:516-971-1063 Email:suterandsuter@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:/Suter and Suter Mailing Address:PO box 79 Cutchogue, N.Y. 11935 Phone#:516-971-1063 Email:suterandsuter@gmail.com CONTRACTOR INFORMATION: Name:Mayen Absolutely 1 Inc., Lesvin Mayen Mailing Address:156 Phillips Ave., Riverhead, N.Y. 11901 Ph one#:631-871-1194 Email:ronaldomayen92@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition iiAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other L75,000 Will the lot be re-graded? ❑Yes i@No Will excess fill be removed from premises? ❑Yes @iNo 1 PROPERTY INFORMATION Existing use of property:residential Intended use of property:residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? E:]Yesi@No IF YES,PROVIDE A COPY. N Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter Z36 of the Town Code.APPLICATION IS HEREBY MADE to the eu0ding Department for this issuance of a Bufhling PermR pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York and other applicable laws,Ordinances or Regtdadons,for the construction of buUdings, additions,alterations or for removal or demolition as herein described.The applcent agrees to comply with an applicable laws,ordinances,building rode. housing code and reguLations and to admit authorhed Inspectors on premises and In b ulding(s)for necessary btspections.FAA statements made herein are punishable as a Cass A misdemeanor pursuant to Secdon Z10AS of the New York State Penal Law. Application Submitted By(print name): INAuthorized Agent ❑Owner Signature of Applicant: /-��r Date: STATE OF NEW YORK) NIL M HURTAoo Notary Public-State of New York SS: NO.01HU6428932 COUNTY OF��6lS,SCA�.�1 ) Qualified in Suffolk County My Commission Expires Jan 31, 2026 MlA being duly sworn,deposes and says that(s)he is the applicant (Name of individdal signing contract)above named, (S)he is the 2 (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 ther ith. Sworn before me this day of Notary Public PROPERTY ER AUTHOR ZATIOIN (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 T �NJ, RE,Scheck* 'Web' Compliance Project Information Project Title: McGlynn Cellar Energy Code: 2018 IECC Location: Cutchogue,New York Construction Type: Single Family Project Type: Alteration Project Sub Type: None Climate Zone: 4a(5572 HDD) Project No: 1757465 All Electric: false Is Renewable: false Has Battery: false Has Charger: false Has Heat Pump false Construction Site: Owner/Agent: Designer/Contractor: Project Notes: Report Title: McGlynn Cellar Report Date: 9/19/25, 6:33 AM 1 of 11 Envelope Assemblies Prop. Req. Assembly Cross Area or Cavity Cont. U- U- Prop. Req. Perimeter RValue R Value Factor/ Factor/ UA UA F-Factor F-Factor Ceiling:Flat Ceiling or -- -- -- -- — -- — Scissor Truss Exemption:Framing cavity filled with insulation Basement Wall:Solid 1150 15.0 16.5 0.029 0.059 33 68 Concrete or Masonry Wall height:8.00 Insulation depth:8.00' Insulation position:Integral Insulation 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. Compliance Statement The proposed building design described here is consistent with the building, lens,specifications,and other calculations submitted with the permit application.The proposed building has been de ned to meet the 2018 IECC requirements in REScheck-Web and to comply with the mandatory requirements listed in REScheck Inspection Checklist. 1 �. "` —Z-5 AU t w Name-Title Signature 0 ,, + Date kit, Jk„w Report Title: McGlynn Cellar Report Date: 9/19/25, 6:33 AM 2 of 11 Inspection Checklist Energy Code:2018 IECC Requirements: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. r -1cin/ Ilan Review ..... .... _ .......... . n.�. Section Plans Field # Verified Verified &Req.ID Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions 103.1, Construction drawings and � � � Complies 103.2 documentation demo.Jnstw'ate � [PR111 ener y code compliance for the Does Not bui long envelope.Thermal Pomply envelope represented on Q Not construction documents. Observable Not pplicable 103.1, Construction drawings and....__ CompliesIT m IT 103.2, documentation demonstrate 403.7 energy code compliance for ❑Does Not [PR311 lighting and mechanical Pomply systems.Systems serving Not muitipie dwelling units must senrable demonstrate compliance with the IECC Commercial Provisions. Not Applicable 302.1, Heating and coolin equicrent Heating. Heating. Complies 403.7 is sized per ACCA to anua S 8tu/hr..._ Btu/hr Does Not [PR2]2 based on loads calculated per ACCA Manual I or other methods l comply approved by the code official. Cooling„ Cooling; Not Btu/br IB� t'ud r pp W� ervable o l�pplicable Additional Comments/Assumptions: 1 Himm h Impact(Tier 1 y 2Medwm Impact(Tier 2) 3 Low Impact(Tier 3) Report Title: McGlynn Cellar Report Date: 9/19/25, 6:18 AM 3 of 11 Foundation Inspection Section Plans Field # Verified Verified &Req.ID Foundation Inspection Value Value Complies? Comments/Assumptions exteriorP .,_...... ��..�w �nn..—. ......... . .�._ �... . [F011] inst 303.2.1 A rokective covering Is Complies z ailed to protect expused Does Not to and extends a minimum of 6 in.below grade. omply [�Not Observable n Not pplicable .. ....._ o 403.9 Snow-and ice-melting system O Complies 012]2 controls installed. PDoes Not mply QNot servable Not Applicable 402.1.1 _. ...._. Conditioned basement wall R R --��• ❑Complies See the Fnvelope [FO4]1 insulation R-value.Where R �•• nm I Assemblies gable for interior Insulation is used,. R Does Not- �O values verification may need to occur __.... _ `o P y during Insulation Inspection,Not ❑Not required in warm-humid Observable locations In Climate[one 3. Not PPlicable 303.2 Conditioned basement wall .. .._._.._ [FO5]1 insulation installed per Complies manufacturer's instructions. Does Not Comply QNot servable Ej Not Applicable 402.2i9 .... ......iti ft �ft., a❑CompNot As etr�l En Crabp�,� Conditioned basement walN y I� a Envelop e (FO6] insulation depth of burial or �- ..... p^m. .,, for distance from top of wall„ values Pomply Not (�] Observable ONot plicable Additional Comments/Assumptions: _i2h p .� � rn lm act(Tier 2) �.- i 1(igh Im act(Tier 1) 2 l�lediu P. . Low Impact(Tier 3) Report Title: McGlynn Cellar Report Date: 9/19/25, 6:18 AM 4 of 11 Framing Rough-in Inspection ----—... -----­­­,­ ........... Section Plans Field # Framing/"IOU h-In Verified Verified &Req.11) Inspect,119 Value Value Complies? Comments/Assumptions . ................. ... .................... ................ 402.1.1, Glazing U-factor(area-weighted U 0 Complier, See the Envelope 402.3.1, average). U Does Not Assemblies table for ,402.3.3, values 402.5 Pomply [FR211 Not Uservable Not pplicable L.......................................................... i 402.4.1.1 Air barrier and thermal barrier E)Complies [FR23]1 installed per manufacturer's instructions. Does Not Comply 4Not rvable Not Applicable 402.4.3 Fenestration that is not site built C]Complies [FR2011 is listed and labeled as meeting AAMA/WDMA/CSA Does Not 101/i.S.2/A440 or has infiltration PImply rates per NFAC 400 that do not Not exceed code limits. 6bservable ONot pplicable 402.4.5 W-rated recessed lighting Complies [FR16]2 fixtures sealed at housing/interior finish and ❑Does Not labeled to indicate:s2.0 cfm 'Pmply leakage at 75 Pa. Not Qservable ONot p Nplicable . ........................................... 403.3.1 Suppi and return ducts in attics 0 Complies [FR1211 insulated>=R-8 where duct is >=3 inches in diameter and Does Not >=R-6 where<3 inches. Pomply Supply and return ducts In other Not Fortions of the bu "ild' Qry Observable nsulated>=R-6 for diameter >=3 inches and R-4.2 for<3 inches in diameter. O Not pplicable 403.3.2 Ducts,air handlers and filter Complies [FR1311 boxes are sealed with joints/seams compliant with Does Not International Mechanical!Code Pomply or International Residential Not Code,as applicable. Qservable Not pplicable _403.3.5 Building cavities are not used as Complies FRI 513 ducts or plenums. Does Not Qmply QNot servable AplNot plicable ——---, ......... ............... 403.4 HVAC pipin conveyin fluids ❑Complies 1 9 ­­­.......... RF (FR17]2 above 9 fluids R�. .......................I I below 55 QF are insulated to zR- Does Not 3. Comply QNot servable PNot pplicable Report Title: McGlynn Cellar Report Date: 9/19/25, 6:18 AM 5 of 11 _. _. �. .� _ .�,. ..__..._ ...... __ _ . ... .. . ._._. .... .. m ....... _ ..._...... _ Section Plans Field Framing/Rough-tin Verified Vii 6 Reg.lff Inspection Value Value Complies? Comments/Assumptions 403.4.1 Protection of insulation on"VAC Complies [FR2411 piping. foes Not Comply y"...GG Mot {�'aervable Not Applicable p I �IT Wommmm� ................................ es 443. .3 Hot water pipes are insulated to 1 Complies [FRI81A >R-3. R r. .......... . R1 Not Comply a" Nct C servable 0 Not ppii able 4473.11 Automatic or gravitydampers _ Complies [FRI91x are installed all otdoor air 'Does NotI p intakes and exhausts. m y r�Not Observable ppl cable, NFRC test w. Complies sNo ...... .� � ............. 303.1.3 µ U-factors of fenestration mmITIT CornplEcs [FR4]1 accordance with the ducts are determined in t procedure or taken from the o p Y default table. j )Not Observable Not Applicable Additional Comments/Assumptions: �High Impact(Tier 1)w ...W. 2Medium Impact(Tier 2) _ v Low Impact(Tier 3) Report Title: McGlynn Cellar Report Date: 9/19/25, 6:18 AM 6 of 11 Insulation Inspection . ........ .. ..... —Pla-n s- ',-F"Te-i-d--, ,- Verified Verified Req.10 Insulation Inspection Value value Compiles? CornmentslAssumptions --—------- All—insta—fled—in—sulation, is'lait"ele"d,.......... .. ... ................................................ Complies of )1N13 or the installed R-values provided. Does N Pmply Not servable PppNot licable 462.1.1, Wall insulation R-value.If this Is R R C)Complies See the Envelope 402.2.5, a mass wall with at least%of --- Assemblies table for 402.2.6 the wall insulation on the wall 0 Wood j 0 Wood Does Not values [IN311 exterior,the exterior insulation Pomply requirement applies(FRIO). 0 Mass 0 Mass Not 0 Steel 0 Steel 66servable PNot pplicable ............. ............... ............ 303.2 Wall insulation is installed per 0 Complies [IN411 manufacturer's instructions. Ei Does Not Comply � Not Cibservable Not 40plicable ............................ ....... ............... .......... Additional Comments/Assumptions: High Impact(Tier I .......... ..... —'T. ... .TLw Impact(Tier 3) ------T2 Medium Impact(Tier 2) Report Title: McGlynn Cellar Report Date: 9/19/25, 6:18 AM 7 of 11 Final Inspection Provisions Section Plans Field # Verified Verified &Req.ID Final Inspection Provisions Value Value Complies? Comments/Assumptions 402.1.1, Ceiling insulation R-value. p II Complies See the Envelope 402.2.1, Rr, w�J R1....-= Assemblies table for 402.2.2, Wood ❑Wood Q Does Not values 402.2.6 P omPIY [1`I111 FJ Steel Steel Not servable n Not pplicable 303.1.1.1, Ceiling insulation installed per 0 Complies ,303.2 manufacturer's instructions. [FI211 Blown insulation marked every P Does Not 300 ft2. omplY ❑Not Observable Not Applicable 403.1.2 Heat pump thermostat installed Complies [FI10]2 on heat pumps. ❑Does Not Comply nn Not 96servable ONot plicable ........................._ 403.5.1 Circulating service hot water Complies [FI31]2 systems have automatic or accessible manual controls. Q Does Not Comply Not servable Not pplicable 403.6.1 All mechanical ventilation Complies FI25]2 system fans not part of tested Does Not and listed HVAC equipment P meet efficacy and air flow limits Comply per TaWe R403.6.1. a Not Observable OpNot licable .00n. , 403.2 Hot water boilers supplying heat 0 Complies [FI26)2 through one-or two-pipe Does Not heafing systems have outdoor �] setback control to lower boiler omPIY water temperature based on Not outdoor temperature. servable pNot plicable ....ee ................ 403.5.1.1 Heated water circulation Complies [1`I28]2 systems have a circulation pump.The system return pipe is Q Does Not a dedicated return pipe or a Comply cold water supply Pipe.Gravity Not n and thermos-syphon circulation servable systerns are not present. Controls for circulating hot Not water system pumps start the /pplicable Pump with si nal for hot water demand with?n the occupancy: Controls automatically turns 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 systems O Complies [FI29]2 comply with IEEE 515.1 or UL 515,Controls automatically Does Not adjust the energy Input to the omply heat tracing.to maintain the (�]Not desired water temperature in Observable the piping. n Not pplicable Report Title: McGlynn Cellar Report Date: 9/19/25, 6:18 AM 8 of 11 Section Plans Field Verified Verified &Req.ID Final Inspection Provisions value Value Complies? Comments/Assumptions 403.3.3 Ducts are pressure tested to I I 0 Complies F12711 determine air leakage with either,Rough-in test:Tbtal cfm/100 ft2 2 Does Not cf`rn1jOO ft leakage measured with a Pomply pressure differential of 01 inch Not mg,across the system including Qservable the manufacturer's air handler enclosure if installed at time of Not test.Postconstruction test:Total Opplicable leakage measured with a pressure differential of 0.1 inch w.g,across the entire system Including the manufacturer's air handler enclosure. ............. 403.3.4 Duct tiphtness test result of Complies r [F1411 <-4 c m/100 ft2 across the E CfM/100 ft2 CfnWj�j �oft2 Does Not system or­3 cfm/100 ft2 without air handler @ 25 Pa.For Pomply rough-in tests,verification may Not need to occur during Framing Qservable Inspection, Not Opplicable ....................... 403.3.2.1 Air handler leakage designated Complies [F124]1 by manufacturer at<=2%of Does Not design air flow, Comply P.Not servable 0 Not pplicable Complies ................... ............. 403.1.1 Programmable thermostats [F19]2 installed for control of primary Does Not heatinp and cooling systems and initially set by manufacturer Pomply to code specifications. Not Qservable ONot pplicable ..................... .......... Additional Comments/Assumptions: .......... ­­­............. . .............. ............. .................. ....... pact(Tier 1) Impact(Tier 3) Li _Jn!i�m Impact(Tier 2) 3 ]' Report Title: McGlynn Cellar Report Date: 9/19/25, 6:18 AM 10 of 11 Effidency Certificate MARS Above-Grade Wall 0.00 Below-Grade Wall 31.50 Floor 0.00 Ceiling/Roof 0.00 Ductwork(unconditioned spaces): 14 r . . Window 0.30 Door 0.30 Skylight 0.00 . ® Heating System: Cooling System: Water Heater: Name: Date: Comments: Report Title: McGlynn Cellar Report Date: 9/19/25, 6:18 AM 11 of 11 D Bundin D tineRIA 'a'10" , e � SEP 2 2 2035 �A,,IJON Bufld- Ing AA11110 -U2 (Where the Appli is not the owner) residing at ailing(M Address) (Print property owner's name) do hereby authorize (Agent) to apply on my behalf to the Southold Building Department- Z-- ------- (Owner's Signature) (Date) (Print Owner's Name) . . �.. � �. 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', . . . .. ...... • I p)'t-�,'�,`]/'-'.-yam 1 ` "'"` ,z'._7.: 'f .i r;,. . t ".'a'- `;i'.n>,•>'• %'.`. , , , • ......... .. . . . .. • ... .......... . .... 1 , W•! 1 r r.,• l ,tl i~ ' I :•a;':.--,fir ' H'.• « a`' ath 3 -ry ,ie` ... .. .'.• 0.. ., f. , /� LJt .g F. ?,n ti•y _ • e .«� :e""i.,' .#c + .a- 1 .' _ 1 -r•• , •j1; • l: //,{�( �'_'+('► G' �'! �tJ "�I y ` 1 ','��,"v' �, t,*- •t.za. ` },,• .�s';'" 3, „rr,�,:' _may C�" ti ••I` ---__ v,•%''`• j' t� .. VYhL.�SECTION sc-ak.1"--Vv V�0(:.--I, . t} i, : i .,."t. .<• . CONSTRUCTION[NOTES - � t - .� TYPICAL: r . •Q'BELOW FINISHED GRADE. :...-,' "?.'l ".S=f G,<1S. M::: Tf�•I !,-�:(r`G 1 �,, ,'l Ta i Table 3.t3 �� l •'�r ` 1) ALL FOOTINGS TO R>;ST ON VIRGIN SOIL&QE A MIN.3' INCLUDING 2f3 `i' ble 3 !Prescriptive Design i.lmit:itlons (Dead 1 Con ssum t ll s;RoofAssemb l for Wlnd �����.� �. 2j ALl•CONSTRUCTION TO CONFORM T©ALL STATE&TOWN BUILDING CODES 1; - V: �'�"(C7 ... 'G�? • - ; (dead Load Assumptions;Root Assembt pl so psi} ., r7r • i Refetanco 700-yr.WindSpecd t , + �; CHANGE STRENGTH.~' .3'G � =�1'�� '" J`� 'i I VIzNT QR R{JOF �: I i ! 3 secondgust(mph) ifo sis 12a 13D ]ao 15a ]tin I7D' IQo 24s ,• 3) ALL CONCRETE TO!3E M1N..3,ODD P.S.l.28 DAY NOTED gTF1EI2WISE. - VENT TOP OF RCG} t1U1R!!)GE n Attribute Limitation section Figures t' t;;. ; Re 4dca d o rd a a) ALL FRAMING LUMBER TO t3E DOUG UNLESS I r NS ', (rt} q it P tY 1 R c Conneettnn(Pt� . - . . .FtR#12 i' NTSTO CODE (� :' ::1' DUILDING D HENS O Roof Pitch RoatSpan t"" 5) BRIDGING MAX.a'-b"QN CEN iER. 0 ','GDX . ` - t3 pOUBLE FLOOR ilOISTS UNDER PARALLEL PAR7'ITlONS AND BATHROOMS. A�OR f3Af3i�!�!t:t3N�. , 8°Ilding Mcan Roof Height(HRH} 33' z.z.3.1 I.z ' ]1 77 41 1R5 13G 1G4 20S 243 28A 3I7 347 r' » i7E 2 2X14 UNLE �J r Nurtlber of StotlCs 3 1.1.3.Ia - t 26 103 121 141 182 226 274 9 ` . �� OF ALL SPAN V !r� -11 TE!3 slt]E. DER S O ER a•0 .MIN.HDR S ( } 82s 37s a3G sz I w."'o S UNDER HEA -- - C STUD Elugdin L 1 .t52_ .;72 22 .• :'78 f• t w +u"atu r" DOUBLI JA K t;� ength and Width so' 1.1.3.16 :?a •; Fit; r.:' z: ;34i 4oai: i::>.(i3';s: ,sas::? :ci>i" 1' ti,t +' r: f' x 2 f '. ;' BD. 1 r •a' »r' GYP. �, i r-• 3 :1x �.x -1a 'e' 72`�' 39''•' :GSM1'-' :'793`' t ro . EI aoR s sTE , T D: L Y s �� N O E F M s t•' E POS U R .. i TER ,pis•' '.+• LT WA _. 0� � SA '�ie �;: R 'ii�'�� .3ii►' 39 D EA 79' 8� s,�1 N •M1 �SG3'�;: 'otsul ,'� 6 7G3'• :92 NI � s: AL 1,'. BE G VA p M Ai LS T fl �r7 L F RA N L ,,f. A o a Lumh� r.t , vr� s S an 'r. •zs P :��, ) d.1.3 ti , ,2 .. LENG. t: ,.� S E A � '32 .6' .,. DE DlMENS10NS,DIMENSIONS OVERRID "' ` -� - - " • •' 0 HIPS OVERRi 4 • r .1.1 NS 1 o i ` ` 20 �243 781 363. "452' ''S47•� •G49�• •"75Q�• ,'673• ,1D57" ,L,!�•,.:t.; T!f 9) RELA ALL LUM!31=R TO 8E CONTINUOUS LENGTHS. - 1D ALL BUILDUP GIRDERS TO BE GLUED&NAILED. R S l�, ) C� Foists ! tst spacing 7 1 S Q GIG 730 231 265 3 21 :,s, , " S 16"ON CENTER ON BOTTOM&24 ON CENTER r z4' o.t. 3.1.3.26 a - � •._.. ' • 11 ALL BUILT UP FLITCH BEAMS TO HAVE/s 61A.130LT a 273 3sr, 409 5D ;�. Cantlievets-Sap ortingtoadbeR/ln wallsi d 3.1.3.2c 2.9a iz GS 77 88 113 134 168 194 231 IGG 321 r�'f':.1't.;u tRads ss , ;, ^' 3"X /4'STEEL BEARINt:3 PLATE AT EACH END: •. 16 ralraSn .. DG .MIN.3'X 1 • - setbacks-Loadbearingwaflst d 3.1.3,2d 2.2d ,,,-- .Iz ,, 87 202 118 ]SO 18G 224 265 309 354 478 ',L ?;:. , r; .;, • ME E 2 FRO 20 . a�''. •;,. : ON TOP,ALL TO 6f? F G, ,g, ",1 118'- a47t -1Ra• z3i :�. 3ai. ;sic< -^� s ED WITH 618 FIRE PR00 W D GARAGES TO I3E FIN15H t Hoor ilertical FlDor Offset 3as. AA3' t i %�' ACH); dr 3.i,3.2v 2.]I 4:1z ill' ( --._.._r v,•. tl•' OF Ft1RNACE ANb ATT . ., `131 R: . ic':, r2'7 •' " 9 1`463''• 532r = 6A3 s:: 12 UTILITY AREA IS3':,•, 17 2 4:'; 33G :3 7,r `-� .}.�''" I is =+: O bra m • t o lt` o P F r DI hr ec E l a m t Ra _ _ a As t o a `a: t i es 3. 6 d 1 t I an .1 3 y �i5i' c' �•r� .. . '"� C .1.3,2f ,'179 •'2iic':� `•2 3: "3i5' =39z: 4Gr:. �'SAO�;: .-620-'�. `?S0 , Tb CODE.• 1; 1 :',.... , t 11 t 13) FIREPLACE TO BE SUPPLIED WITH FRESH AIR VENTAND GLASS C100RS PER 2D03 ENERGY Floor Diaphragm Openings Lesser of 12'or 507�of Building 3.1,3.2g 2.1k 32 174 204 235 301` 372 448 530 617 709 857 CONSERVATION CODES AND FIRE pROOF•HEARTH TO BE.INSTALLED PER CODE. (FRAME FLOOR �: FASCIA `� _.,,..._, . .- . -�.' I Mmr nslan 3G 14r 23D Tell 338 4]8 a 0GA • ' G TO BE 12"THICK 1; sa 54G c94 7•}7 t � . • JOISTS PER CODE AT HEARTH WITH REgU1RED SETBACK}. FIREPLACI FOflTIN o E 1N TINE EI SpFFET WICONT.VENTING t •.. ,. : t . "•�WALLSYSTEMS' i „ , ,-+ 22 51� CA f4 AR 109 132 156 Ia2 2D9 Z53 ( . • UR. WELDED WIRE ME5H 2 It"TtOM BOTTOM T B . ND FIREPLACE PO # - 1G Go aD 92 I1a 24G 170- 205 242 279 337 E ND EXTE i2G0; 303': 34a'•` n2]'' A ND S BEYO , . _ .'20.; 85 S; 2 22D; r' i •' g G 10 3 .3.3a :I i West!Studs LaadbearM Wall Her ht 1 ,% r ; Nan• o db r all a ::100'' it i4i: , :ie i r 1: . ♦ L a ca fog W Hight 20, 3.1,3.3° 5:11 e"24'.` r`' FOOTING: tr'r / .acq� :',3i'': '3r,rl`!: :418` {:50G . l0itc' ''119_: '•138; 377• :2t4'.: NCR ! TE BLOCK 3-il 16 CO wa1 s d s 1 to act P ST C 1.3.3b l39' d 44A. fl P 2 o.c. 3 '11§':�: sax - •; . '11' .106�'. r.255>:i' �;3a8��� �'3GA't:; �•A2A'• �4RH� �590','•'+ 1a} s~t DENOTE . . . E ALL DECK FRAMING TO B>~.a C•C.A.PRESSURt?TREATED LUMBER. �. BELOW GRAD _.-. � - 1i! . Shear Wolts 32 •]3G 154 •loll 23G 291'• 352' �'A1G A85�� •'r '� + r ..t. OTES 0YDiA.LALLYCOLUMN ON 24"X24"XITTHICK POURED CONCRETE 1,..f'4 ': S o DEN SIDING Shear Wa11 Sto Of sett a n 1 4' 2.11 H.1b 12 as s ��7 G74 , , , , t :+• + I U Shear Wall Line Offset 3.1.3.3c ,, 36 253 17D 207 2G5 328 39G 4G8 545 627 758 � - " p�I 5,. •- FOOTING. LALLY COLUMN TO BE FILLED VI(ITH POURED CONCRETE. ?YVEK iNS`IALL BEFOREWINDO S f N ffset t nless er Exec 1lon 3,1.3.3d ', „ Shear Wall Segrnc ff"et' ct Ratio Table 3. 3 I S ap Fas_-M.'lnty Cu1Ltn A1krt116S0Up1tA 34} +;;. :::s;;. e EL)CONCRETE 5. 63 O 3 159 see 216 188 z27 ON16"X24'X12 POUR '/� OSBt3RCDX 17D A.3.3e 2G G3 Tn As 3Ra I z t °P W 45y ,;,%�-, _.._._- C 1CRETE PiERS . svF 16 r.• $ Qi` ' 'Crssxcstot T stall RTmBoard aoltomS'at Leta ( } .,• 133 250 88 218 Z50 3n i; ,.?r;Y,} DENOTES 8 X1 t 26'. .:iD' 1' SOG 9' ' G6'- 4 tSlg bEd 4'8d r s:•;,..' 1f3 SUI A'!It3i�}4t�- . . , 9 ::1 a 1 1 7 `•. i'Z35':' '1173 .313' •,378 .I o. . �a' A 1 N C NTER W15 Its GATT 1N f ROOF SYSTEMS i- cae , l r t all y' G•8d .�: :+.: 2 '1.. '111'" �717: G2 99-• ��139-`� a �: G :�I :.1 4` -.._. iN A .327- •'37 -A'' •1S2D" FOOT � s3� � i _ S DN , •f TI : BAIT fNSt31A :'3 W!3/ , C R lA to N ELATE i. 4A . . u 2x be !. m r t 1 R er F r test P o o a t San {o Izon r cell n 2G t e i 3 ,3 a '42' �• c ETE. o.. 1 CONCR `'2 .:'i1%• ";i29° �:140"• 'A8-', `:2' �12i9 SLAB TO BE 4 POURED •+ 17 13ASEMENT .,„ ,� .. . i; 0:': f, of Co.5 . t Lsrn tb. -t�r,. �� '' ✓ . e /:.GYP.$D. Rafters Rafters acin, , _ r "ggQ '42'• tpEO', •,r-�'•�•', ,,. L SPACE SLAB TO BE 2 POUR>=D CONCRE E. P P 2a'D.C. 3.1.3.4t? 32 127 248 169 215 2G5 3t9 37G 43ri S01 L0� (�( (!$d tt o' . 16) CRAW WITH 6'X6'X61B STEEL MESH REINFORCiNG ON _. 19) GARAGE SLAt3 TO BE a FiOURED CONCRETE y . n Les: r of / 211f D 1520• _ t w VEL♦ PITCH SLAB TO DOOR MEN. /•'PER 10. Save overhang Le gth' a Z`or raftef S an 3 3,1.3Ac 3G 2A3 IGG 19D 242 248 112 232 153 175 Ge 1. t '2p' B00• r' �!i;' a /�•:., . 7.2DIiz1R' 7•tlJditli COMPACTEa SAN E g 1G Gs Tees z33 2a1 .•. s;;� D&GRA FLOOR TO COD t Rake Overliang Length' Lesser of 2'or purlln s on/2 3.1.3.4c 2.1 7z M19 s5 G1 7G 4A 112 132 153 17s 211 t �d p '¢tOdx1}4 9dtkizlfi 24' 2.05$ Pr..�1: a r' RESH AtR VENT'AND FIRE PROOF sf a 1'?4ts1 . Ci R1rAT0 k1AVE F Roof o - 73 62 SOz ITS 149 17G vo - i;.• D URNA Iw A i6' ',.§i' az', ;1oi''' �12i• ,Flsc _ 2 F p Flat-12:12 3.1.3,4d a 7if1dt114 7101c114' •79T. '220 �254" '291':::. ',�352=S' /alksved. L3. a t. 1 tz4dt!sYt Eua1G[retttd a0to t91iltu rhsd Yr5r9,rAf un!!tlitR]3 AL ° NG W of FAR! R dvttf wt , D H Tal I s 3 A lord tt oa. • OA Sc G act 3. 6C Nl11m LLL R of r 1 n 1 31.3Ae ?• •]z:iz {�.t iNt31NA . o Dfa ha mAs ectRatlo ,1z •_24�.`i' :,•,'4s�:• ' ad E STOP I.3LOCK '• p g p '.1iR'; ':123" �''153':'� JQi• %224: ',IG3''', :305 350�'`� '4 n d1rRr05 stlerttnp 2t INSTALL FIR . U SIB 1_/ " mnnux}} Tt G SE ' :,; • ,t,, . �?' ;. 2.Stgpt litilr tnlrGtt t lvc� auu>:at t,9a1 IhrouOh etuttfl@:;t '�,'; !slatlatlnn •, ITN 1 HOUR RA N 1 NTERW In o{ttld:lxnspletfiralt roze+a I1 E ws ONC Da a s -il ! r S h m tzm Cd MAX a tw z 'ia'` i• 1: '�I DE• '�•�. 4' r178' '�Z1A' G SHAFTTOCO p 9sc.r' '•dtia' : ;:aa1 t to • •'?2 FIRESTOR PREFAB.FLUE .- c�Ltnnll�irxs,[t•6+(tx}X(dot11,>�utaEut,st:a}�(Ctn Gp }. �, t�.. �'12 '14 '2 1, •307::,:, TYP>~`X GYPSUM B OARD: �' It - i 3I 230 147 ICA' I04 250 294 "351 407 4GG 562 •5 1 m ' r >` . 23 :SEPARATE HOUSE AND ATTACHED GARAGr-TO cobs 45 MIN.RATED WALL,DOOR;&JAMB. DOOR TO + I, ;ls,-El+il HCt)l L00Fi ,.ti see exreptrons. 'f• 36 147 SG5 185 22D 281 33G 395 4SR S25 G32 1 �,��^{ , ) - I " '. . CC1)X$t)6FLt3t?R GLUED AND SCREWED 1 O JOIST ' 4�,,� 1 For roof snow toads,tabulated spans are limited to 20 ft. s 1 Tabulated Connectl0n te4ulrrmenls shall be permttted to be ult(p ell by 0.70 far fnming not locatrd vithin 8 feet of bunding mmertI , t(rFLltR2777tf1rCE:rabrrf2?A,3.8 -__.. { i_/; , BE SELF CLOSING. • - �A1R$PACE ' ' 2 TabuWcdconnectionrequirementsarebasedontotalupliftminustheroutassembtydeadleadof6psft0.Gx10psf•6pin, i• t I t r I �I rE 24) IFASWlMMINGPOOLISiNCLUDEDINTHEPROJECT IT MUST BEENCLOSEi3WITHA4 HIGH FENCE& itri TarlATCUs 3 Tabulatedconnrcllonrequlrementsarebasedona]zfndlddgetonnanionspacingtordllfrrnatrldgeeannrCtianspadngmultiply i �. t I t' t' t ' ' ' ' ' .. SELF-LATCHING GATES,TO LAYS CODE. - E (TEACHES AME3IENT EQUIU!3RIUM t R MOiSTURI CONT NT a� "" TE: LL LUMBER TO BE INSTALLED AFTE { _..._.._...._.. _..._...................... .... ... r 2rJ NO A , • , - ,....._. ._.J•_.--•-- .------,-......._. ..---_..... ........ . Ridge Con ectionSp cina ri . B1C _. • S Ef•GIRDI=RS,FL.JOIST TRIM •. _. � the a t trd b t c pproprfalcmul[tpltet brlovr ,• t, I III ,I• I :�' �-; r ` . CONDITION I L ;� -- , .J.Lr t � r a s(1n,1 ]z 1c 222 2A as i• �StndSPaclnp .RoaiSpsn BD►dPl! 199MPH ''• .a • DOWNS TO TOPPLATES IN ALL FULL HGT.CLGS.(CATHEDf2AL)&AL „, . GA FTERTIt= _ usenroa s anc ualtotwiceth ALL ♦" ��' 1 J tc length.Thu}ackrafter lengthInclud h g t } ,K♦'i 7 26) iNST L•V• } 1 MPtr Iter f p q n ackraf r e • OTlzS .� oFFt�oQN�� 4 r .� p ],a0 133 1.G0 2.t10 A.fso to- it3 203 � �•y . 1' i . I t I , A n the ack span. t . ; ,. RAFTERS AT Si ASHOR .(SEE H GH W ) ( BQ"(�'� I'7� r � F length a d t tr a.c. . � or ack ftenr 1!I eo t o IND N '' i2 f [ as 3t5 •t ` - ost cover K OR htl. TO COMPLETELY COVER SHEATHING I 1 1E' --_ .j • _ ... _--- . 27) BUILDING FELT(OR TYVE ) � 7,. M A-1- 3i r : t _..,.... .._.....-._...` .-...-: . • ! F to t nnc ns ban 35 $!4 842 . I" " _i_ a 28) IF WOOD'!'BEAMS,MiCROLAMS OR EQUAL ARE USED,FOLLOW ALL MANUF-SPECS.FOR SITE (I 1t o � . • 1 G. f i' 5� t/ t ; 2d 15} 279 n.u•• t STORAGE,INSTALLATION,DRILLING,BLOCKING.&LOADING. • • ���e 0 M A' ,,' �9 t' 1. z /1S .. .. . 29) THt'ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION MEtiNS OR METHODS. _ -.}'SOL LOCATED PF-RTABLE#3.2A•,.• _...\.,,-.- *„•-• ..---~"__. i.. M ' . i - '' . j . i , NS MUST R APPROVED BY THE ARCHITECT OR THE SILL RE L U D ER - ', .36 '2C5 '<s5 law' 3Q) ANY STRUCTURAL CHANGES IN THE PIA O EDT. .. ! Tablo 1 Appftcablljty d lrnitattons i 16'DC ti ENTIRE PR J .S1U.SEAL UNDER TERMEfi>:SHIELD i 48 420 64D tt,� r ARCHITECT IS NOT RI?SPONSIE:LE FOR THE Y OCK tl • , 'y��, _. " }� :s : 13p �3 s, 'co 653 ties "" f. ' 31)•THE ARCHITECT ASSUMES NO SiTE CONDITIONS THAT ARE NOT INCLUDED IN THE PiANS. AN R r FINAL GRADE _ KS ction � � +i�'!r��' 3 L {Slit% . . .:� _ • NDERGROUND STREAMS,ETC,MUST 13E SITE 1NS1?1=CTED 8Y A LOCAL. » ' Limltatlon Section Figures E 'i �lmltt Ii a a ATiONS BEDROCK,U , •,�•.: i Attribute ra1�?i- ! Y1FCftREFkRFHC!»rabfes2ZA,3.3 7yp1Ft pslalari� es FORM e r ! c-�_ %5r .� �'`' I j a RE NOTTH>w' r~ .. P LAN SA >~TH E :,' G - AN w: H •t� ;? N AT C si s ':, H •o1Mk asi C UR T : 0 1 'ii•o c r ;;:�• t 4T C L IN S TEI ;': B r E a NG ;' �. 1' r GHA � AL 'I, UR -. CT I t NY S U i NEE R t E NG1 ,: rr " i I ••�'' T. �. C w C { EA R , 0 FTH I. . . , RESPONS181LITY pRp71=G170N.AGT P>rR UNITED STATES'CODE ' . lZ S COPYRlGN7" .•� '�- • i ' ~'� �/O 1t � MeanRoofttelCht(MRH} 33' 1.]3.1a 1,2 ' i C TURAI, . ,' tr eS D•A1�CH rl� B t/ _ G TE .0 SLR - :.�r COPYRI N a P r „ 5 32 1 I.1. 3.1, dTS N 3 i P LA S IN i . 17'0 1 9Dr:' S F a« G 1 �:�'t.-. s t o lI LUD1N TH ' um o Stories } tl` R094 all R DiCEMi3ER 1,199D,INC . • (�AFTE E N her f e• j ;�:' •'�: Slnff Spa Olt P L WORK GREATS s AT CRAWL SPAC . L RCH ITECTURA 2 P.C.SLA �""""""--•• ' ALA "`�:- -'.. .1.3,11) rs .S '''I: AND . $°' 1 I i; - •t AND COMPOSITION OF.SPl:CS Sul df n and Width - t 4 179 269 RRA GI:Mi=1♦IT I 1g Le gth 'Jti• R - t. EA N i�. S Ili . i ORM AS WELL A C UNDAT1gN WALL ""�-' - S F OVERALL F 8 P, .FO :'; 7 E R M o .» 0 2E' 8 0 4 MPTI 5- 3$ -f 0 /L55 qN 6 YEA i2S •L A 11 F7 0 R D"0 E .�=• 1 O EX1 RI Rl N OO RAP 1 •��: '°�, FO - I 1D PR o C. GN W AM r. x , DES �'i= 1 i E t - TH _ �'', siN . •l E LEM ENT i • tl Y 81 545 ons 3 _�,•i-•um - 5 i'- c 1 d.zs 4 'I'. b s for o �. ':•. .� ter 3'ta 1 l /' Cho P , Ch t r.'2 ,Ie P ..f Se P t i i r. t r•' 1. r ar•' ••.r '8 '1i85' 1 r' 4 t- ♦ �h a `d ro ire n t D' t ,... r' rct< of to m }� 'i K �'s e q "s' � o'iha - -t - ante -a 1tc P t I.1' hr :i', ri � 5 1 f P t Tn r: D .2 �•i .. R3 1 'T E o r• i 7 9 354 sum 't o 21 s 1 n 2A �.•• oad A , :`, L I- 'N fi ` � IG a .. ... 13 9 LL ad•T•- �I ... C FI •l.o � .. ,• P I 'f� GRA H '� CK D BA EO 1 P i G Y D'. D LEAN SA c N G A r R t � r [c i T ''tom' .» L MA � •, - •» J•. MINIMUM ^� � .... ... . S • 1'�` ('�' �, - AiR :M1=AN r 0-a sfalttoorarea i a$ 373 �644:"" :,.. > r- t' / SUBJECT70i1ANtAGEFtiOt,4 VfiNTER tCMl3AF1RlER :a DESIGN SEIShtlC ME1JT FL0051 FREEZING' ANNUAL Parnlon Dead Load WINO , ASSIGN UNot RLAY NAZARDSo , .: s'�. r P11.1H si �M41 DMENT 1{�pG1t if"Y`c�n1G�onSYt�e�1Qn f1/(BlluD� ae+ sea - rya t, GROUND os!Rno e e DEX TEMf's 26'D.0 IGN r N �,`r Wal Assembly Read Load P i I .', � .•• -`J 1 L I�GA '," i SNOW SDOed° Topot�raphtc Spasintw`nd Yt(ind•born+l� CAT GORY' Wcalhcrinil' Fdepth° TDrm1tO TEf+1P' REQUIRED 1 i t 16'K 8'P.C.FOOTING WM s- ' •� �± s LOAQ (mph}i DttectaR regIon dotir(szono �/ rj t�'��� �j"I QNVI! G!NSOEL&1+4!N3'D•BELOWGRADE � ..- - FlotrDeadLoad 10.20psf 1 y o• �(�1 C)n�t^�llE� R11Er0~If'r�il�l � �W� ill��s t isr t}41 9t3 i �_f W;p ��� T� ' ✓ 025 sf t. f t.IILutrteltrixibistdonl7pt(taWutSn9lSturbfrEts4loadaaJl9fpitlnAttur�lldWFadfUtflutnPGJ'?IJ' •S�'' _ �,s EJ�� 'j 1O tr 'i } i1 COMp1:iE5►NfTH'rAE3LE R403.1 A FIG.R403.i(1) y, l Rocl/Ce11tn)tAsscmbfy t7cadLoad r {� t V� '• 2 d� r {�_ �j{�. �{( _ b t on 33tr r f 1 t.. ...mtYMmun�byOEC. . . . t . r I !' _� - r'--- - 90.4a zf i !1lCAI13t1 . i If lL'rG 13 ��UU `.-., F1oSrLtvetoad . 3litrv�r.rdt�lz�e�dmi�trt>aintcntnthtlpMaltDussaQi smudnararr>o(olrrbm7p12teet• - . . I .,- ........._................._,. ..._,.,. _._....... _ _,_.__.__....._............,._._.� ._ .... ...,.. . .. . . _ . . �.» 1 t . Rocf Llve Load 20 st ° '� I y i' CONFIRM-DRAINAG L,' jolt dstlt I ! ,. -t n / . i TABLE R301.2.1.3 a i ,' t E OF SOi IF 1NADl AUATE ccting Live toad D 7011sff ! Anchor Bolt O S 4' S ALL CON7'tNUOE1S FOOTING i7RA!N TE1-E Tp ' Tables 3.9 Et fief Calilnl;lotgt Nao1 taint Cannaatton Reryu rarnon s V RSI N iN '{' Gtcund5nowioad i .,•�s;n EEDCONE E (deathaadAssumptlOns:S2ootAssemUlydl�l0pst} IND�S 0 200 I' STORM DRAIN. '' .. - ; 190 19 r mph wind speed 1 I Ground Snow toad /• � , Rooflfvelwd 5D sf TOpxf UJlnd Load (l00 yr.return period,3 sctand gust} 10 pil 3 " i'' IiR 110 I 1 S 120 130 140 I50 I CO 170 3 80 .19 1. -? - "� goot span(fly i _.___,,,,__,-.-___-._- i j 24 ' i 93 101 108 11G i32 139 , 147 155 I �•, _- `. _ '_ .. Fx osureR,c andD zA 3G lx 35 ix za 3s • � ,,' Vag 8S 89 124 _ _, .---.-- _.._. ,--•'-•------• .. .. .,....._...... ___,_.._. -• - , . tors r m/s, ( ----- `. .. - - - _,..__.,..,,- -.-- -_ --1 V .,,��--_- _ 5e1,m1oLoad - .. a}: 1 mile per hour 0.}A7 __.. I _- -• t:.:.. `" - .. �' . .T Y. „ f SeSDC AD,C,Da Dyg andID1C} \ .! e M1 3 6 12 . ..::-.. 1 2 2 -W t n _ _ _ __ ..... ._,. . ....- , .. - w _. ties Linear into ninuanis rmilted '_"� _._ ., . . .. _ __ . ,--sr".;.,._•- __ Y_ __.... _.._.._....._._...__._.._...._.......:.._._.. Y.._._-...............__„ ..._. ____ __ ... - ,..-. �`� ..,.,.,. __ F- 1 Rnitar g Capadtya(Rrallolnttannnetlon!Ibs) r s ! RoftetStopO aqu I _ �� s ._..._...r..�....,... _...._.�...._.� ...._� ... ..i..._. S ado trod ' CONCRETE'COMPRESSM STRENGTH j SEVERE' _ �,,.I' u t SS in. • 1 ! ./: � '' '� i ____� I -�- � ; Tabta 3.4t3 Sftpar Wat15 Rnslsttng Uplift ttnd 5hoarl ��p�s11�11'� { i 12 3G0 72D 10G4 39T 7J4 119Z SHZ i1G4 174E 1G7 1534 2300 \ (Phascriptive,Alternative to Table 3.71} ]G 480 960 1440 SID 1059 15E9 77G 155z 2328 1022 2045 30G7 . Uplift Connections (WFCM 3.2.2) 3.12 GE SLAB 3 540 PSI f� 19.x 576 115z 1728 63G 1271 1907 932 IaGz 2?9A 1227 2454 3G81 " - �' BASEMENT WAL,S��s1A -3aD�� y1 {7ARA _ __ _�. ._ _._a e.. - 700• t.Wlna S eyd 3•second ust m h S10 115 12 130 la0 150 1G0 170 180 19S Z4 720 i4A0 21G0 794 1569 2383 ]iG4 2328 3492 153A 30G7 4G01 ' •�'-• ; "' U Ilft Connections WFCM 3.2.2 i 3x 270 540 810 298 59G 89A 437 873 1310 57S 1150 1725 .,;•.. Wall Assembly to Foundation(WFCM 3.2.2.3) p ( ) Top&Bottom of blp3•a, Nafiing$chmldulr3 wootistructura}palte)ShearWall .,s ' 2G 3G0 720 ]OAO 397 794 1]9Z 5II2 i]Ga 17AG 7G7 1534 2760 Pane}Nailing 1 4,12 10.2 432 S64 1296 477 953 2430 598 1397 2095 920 1840 27G0 Ta 1, Number of Numhar of f Table W6.12 Wall to Foundation U lift Stra Connection from Table A-3.4 Wall Assembly to Wall Assembly(WFCM 3.2.2.2) T Requirements Requlrementa 7.1 axlmi RoofSpan(ft} 4 2a 540 ID86 iG2D 59G 1i02 1787 873 i74G ZGi9 1150 2300 3451 BCx' alls t1al15pating 1-2 1-1 I Nau 12 216 432 648 23H A77 715 349 G98 1048 AGR 920 l3A0 ]olnioescrlptlon Common Nalts BUllding Wall Elevation ,.r r Shickn ss Shear Wul! ROWS Of spacing iG 288 576 864 318 63G 953 AGG 931 3397 G13 1227 2208 . ROOFFRAMiNG 1 Table W5.9 Wall to Wall U lift Stra Connection from Table A-3.4 Thickness Nailing Nait: in , 1 5:12 29.2 346 691 1037 381 753 21A4 559 2117 167G 73G 1472 z2oa aftrrtoTe Plato(Tao-nalled} (sea Table,3.aA} (tee Table3,01 perrafter Three second gust wind speed(700 yr)and Exposure category: l60 mph Exp.B _ _ _ - - _ y`_ 7 iG OS0 or , 4 i 24 432 8G4 1296 a77 9S3 7430 698 i397 2o9S 9Zo ]8Ao 27Go n P seoTabfc3AA} {seerable3.AA} Per}otst Building Wall Elevation Cettinglolst W TopPlato(Toe nailed} ( each fa I i Z-1 2-2 it Common - _. - - Y 16 in. 1 151.42"plywood Na11s A"panel 1 3 35 32 2a 12 12 , 154 3D9 AG3 170 3A0 531 7.A9 4Q9 748 3z9 G57 98G see Table3.9A} (sraTab1a3.9A} P i a. Framing Spacing withspec(eso( 6 3G 32 24 12 - 1G 206 ail 7A1 272 A54 ail 399 798 1197 526 1052 1577 Cvlltnglo1 ttoparallelnattet(Famnatled} i Three second st winds eed 700 r and Ex osure cate o 160 m h Ex B edgespadngand s i i9z 247 ,. alird (see Table3.9A} (seaTabto3.9A} each tap gU, p ( y ) p g ry; f CellingJoistLap,bverPartltions:(Pecs n I (see Table3.G} (seai`able3.6) pettle ,: Roof Span 32 ft p p' r S 4 36 36 36 36 36 32 26 20 36 12 7:12 Colfar7lotonailer(Foce-nailed) each and "` l ptieshaving „ 2 _ _ - - - - 2_gd 2=10d Framing Spacing 16 in. ' 12 fie}dspactng 3 36 3G 3G 3G 36 3G 36 3G 32 2a , ter Ton•nalled eadl end +. Tabulated number Of 8d Common Nails re wired in each end Of � Gi:0.a7 24 309 G17 92G 3M10 Gai 107.1 499 999 1497 657 1315 197z i alockingtanof ( } 2-iGd 3-irA ' ri q - - - . - R1m flaatd to f tereroti-n lled) } I, 4 •-I 7/SG"054 or G } 12 120 ZAO 3GD 132 2G5 397 294 388 582 15G 511 7G7 •et 1 1-1/4"x 20 a e sires 'eve stud Roof Span 32 ft 15/32"plywood tidcomman 14 4 36 32 2a 12 i iG 1G0 320 480 177 353 S30 2S9 517 776 349 G82 1227 WALL FRAMING ! d i Nails @ G"pane( 3 36 36 3G 36 28 20 16 12 1 �'1` 19.2 192 Boll 57G 212 424 636 310 621 931 A09 818 ]227 ' � No Ceiling Assembly nail increase(Footnote 3) 0 n Minimum tabulated number of 8d Common Nails required in each with speaes of edge spacing and G . 3G 36 36 35 26 ZO 16 12 - - 24 24o 480 720 265 S3D 794 146 776 11GA 511 f02- i534 Exterior Segmented Shear Walls (WFCM 3•4.4.2) I end of 1-1/4"x 20 a e sires eve stud 4 � phesitnving „ , s Required number of 8d Common Nails in each end of stra eve d G2o,49 z2 ueta spacing z a 36 36 36 36 35 36 36 32 Za z0 .11 12 90 240 3GO 3 265 397 194 291 a37 256 Hag 575 p 7y Ii 3 36 36 3G 36 35 35 35 36 3G 32 •I 16 120 2a0 3G0 1H2 2GS' 397 19a •388 581 2S6 5i1 7G7 'or Se mented Shear Wall Length from Table 3.17A-D 4 * �.t s - - _ - t 1z:i2 19.z 144 Tees aH2 359 31g an z33 a6G G9a aoz 613 9zo stud=Tabulated number ofnails -Reductions+Increases No Ceiling Assembly nail increase Table A-3.4 Footnote 2 1513V OSS or 10d Common 14 4 36 3G 28 20 1Z 24 1 160 36n 540 109 397 596 291 582 873 381 767 125C �' Choose Exteri g {} Non Loadbearing wall assemblies in accordance with Table W6.13 (3.2.6.3) Minimum required number of 8d Common Nails in each end of stra 1 r not r q ed When tiler g • •• • • . (� _ * - - I1 4* pfyalvad wurS Na11z Q G"panel 3 36 3G 36 36 36 24 20 16 12 st the epplled loads,T u1r Id a 1s supported by a loadbraung wall,header,or rldgr boom dsslgnad to Berl e „ .......................... 2 eve surd Tabulated number of nails-Reductions+increases species Of plies edgespneingand 6 , 3G 36 3 36 36 2a 20 16 12 - �:, ! rest ' Wall Height:............................... . I - nd table footnotes):...................... tuber of Stones Braced(per 3.1.3.1 a Table W6.13 Alternative ro rieta connectors with the followm minimum ca acities * hau(ngG2D.a9 1z"fteraspactng zs ' 4 36 36 3 35 35 3s 3s 3s 3z za "`' � ?. Whcnintrrmedlatr.supportoft3leraitl:rlsprovtdedbyvertiwlstn,tso►pus0nstaaiondbraringwal{,lhetabutate ce on• Non-Loadbearing wall assemblies (2-A and 2-B)in accordance with Table W5.10 below(3.2.6.3) 3 3G 3G 3 3G 36 36 3G 3G 36 35 I ! connectlanrequ}cements shall hepermtttedtabcrcducedproportlana0ytothvreductlaninspnn, Nu • _. n • . 160 mph Exp.B Building Wall Elevation 1-2 1-1 1-B l- • -•�.,•m,�r rows) rproperdesignanddetailingofwood n Ex osure category..-.••,•••••• a Door r o o ° __, _�.. ..,__.-.. -x 1 i 3 Equlvatrntconnecllonsarr,required forcdlinglolsitocelltngjalst aP P t winds eed 700 yr)a d p ' ' E I A T butatrdhcellotntt dlon equlrementsd n ttndudetheaddltE nalsvelghtotUlreellingassembly. Three second gus p ( Table W5.10 Alternative ro rieta connectors ever stud with the followm minimum ca acities able 3.17D,hootnote 4):...... 3.S:1 Loadbearing Walls-Tabulated minimum uplift connection capacity 5 , wind T n/a [ i l _ JOISTS Tabul4trdheet!atntcannectlonrequlrrmentsossumecellingJolstsorraftrrtlesaralacttedaltheboltoe otthcedttce faotn! Maximum shear wall aspect ratio for 2_6 ft Table 3.4 4791bs Budding Wall Elevation ent ten h(Wall height/aspect ratio)(9 ft13.5): 2-1 2-2 2-A 2-B , I ENCWALL � : , inimum shear wall segtll ote 1 1.0 n/a I _ i. 3 .J H cotnnncttonrequhr.mrnlasha11br1ntreasadlSyUiefotlowingfactors."oatticstatagetsassumed,andth tabu at h r J M Interior framing adjustment(Foote ) Loadbearing Walls-Tabulated minimum uplift connection capacity 486 lbs n/a r - 1 ; It_ _L',_ vc • �.1 Ce111ngHolght/Tap Dl _ to )=0 since the attic " . on at Seismic Design Category:.... I,� Hao}lolntConnectlan Roof dead load reduction Table 3 4 Footno 2 0 Ibs n/a Interior framin ad'ustTnent The 75%u lift factor reduction allowed A ; A i { ` Plate tanoof ntdga Adiu,tm tF t rs Maximum shear wall as ect ratio for seismic Table 3.17D ( )�ootnote 4):.. 3:5:1 . p i floor does not cover the entire second floor g J ( p NelEht(It�rtA} all se ent length(Wall height/aspect ratio)(9 ft/3.5):2.6_-it n Wall-to-Wall and Wall-to-Foundation reduction b Table 3.4 Footnote 1 was not a lied 1.0 n/a I ; j ; i l "" 213 z°° -1941bs -194 lbs BLOCKING SECTION A-A u« -v.-T T-r 1/3 2,33 Minimum shear w gm „ Roof dead load reduction(Table 3.4 Footnote 2 =0 since the attic '' - f - 1/a ].H3 NOTE: Aspect ratio can be up to 3.5:1 with adjustments Table 3.4,Footnote 3 = 73 If x 2 walls 16 / 12 /ft = 1941bs i ) r or 3/8 in. d -0 lbs n/a I' 1 I 1 s 12s I """"" Non-Loadbearing Walls-TabuIated minimum u lift connection floor does not cover the entire second floor R Endwall Blocking Detail (Floo Minimum WSP sheathing thickness(per WFCM 3.4.4.2):...... p ` ._ n/a71 lbs ° Y f _. .. oof) floor blocking shown 1/G i i� Wall-to-Wall and Wall-to-Foundation reduction 1< ` 1no NOTE:Minimum WSP thickness for suction controls 1/2 in ca aci Table 3.4C d bilr~ d . Herb d er WFCM 3.4.4.2):..... •••••••••'••'••••• (Table 3.4 Footnote 3 = 73 if x 16" / 12"/ft =97 lbs - , 71bs m sum thickness(p Required minimum capacity of proprietary connector 971bs 9 IVlinlmu gyp ell - ' Notr•4iteral drflrctlon of the rafter below the ratter ties mayexeeed 3/4 inchwhen rafter Iles ua located above o Ir i 285lbs 477lbs* _ s ect ratio limit of 1.5:1 unblocked: 2:1 block =Tabulated minimum ca aci with Ad�ustments Non-Loadbearing Walls Tabulated minimum uplift connection I ^ •� the Copplate•to-roofrldaehelght,tla,orwhrnNctsgreoterthan2(eatandmayrrquttea dltlunalconstderolan., r NOTE:A p russorCe I oiS D CrAmadca odCounc. oiYntoa AMEAICNWOODCOUtiC» vmcn.N p ducttonvrlran.oroulhod: WFCM 3.4.4.2): l6 in. n/a 671 lbs �` - _- j il'ng 1 t _ tud s acin (per ca acit Table 3.4C -- 1 d N 1. ---' m s g """""" g p l0 footnote for calculation basis.A 19.2" a era r o o ar S - "' - " - - u T Copyri ht n Wo 8 0 dedlprtntnd pursuant to Lleonsv Apro v ro ro Maxim P Assumes 24 outlooker overhan sari. See Table W6. _ 2x4 Continuous - `, R .ter...- ���� - _ Connector location (Table 3.4C, Footnote 1) r ` L t I b a e at 45'o.c. I • - T - 1 outlooker would result in 343 lbs of uplift: n/a n/a _ � � Y--�` �- n',«,• I.r,..<�",,,�,,., ,,rt-,-., �, ., ,� .. ,Figlwa'e 8.8a Corner S ♦ . -, /? 2-10d Nails at 12"o.c. Gable �f3[1 ,.. �_-- ' tud Holddown nails ,'V t r'•.' ' 40/20 9 " __ « / End 8d common _ ;: ;, . • r*, i`. r,, •_ ., (1 /32_; - -c: ! Truss Detail - S Studs With ». , WSP minimum(Table 3.4C, Footnotes 2-4) n/a ,, � _-- - panel perimeter , , -",= 5d cooler nails a _- �; _ ` nominal)* !' I Blockln� ;:r' @ 7 OC on s q p ty p connector * ( � �� —_ , .", 1 ; ' w u -; Re wired minimum ca aci of roprietary -- /�_ � } k { �` eel erimeter ry- •. - , , 3891bs 440 Ibs �` :' ` pa p I =Tabulated minimum ca aci wit T ,�` 1 !� „,' t h Aduustments _>> _ lr , . I` ��,.-��"'..,• 1y* 1:Y, .}-"?j ',,.', ;,� ..- '�' I Q r_ ` ..__- i_ /" T��-_...:r � ✓- -j/, , 8d common / ' " %A f ' ,,y; .s Req - ,-. �,i` _ -.,. wired number of 8d common nails (Z 104 lbs)in each end of �'��� 7�---- nails `'`'4" __ _ 4 * Blockin at 24i"oc. 12 OC t �' ..-� ,, +.` 5 0l^.6 5d gooier Nails @ i;`;i ' ":I, , x. 5d cooler nails , ` ,,` ' y stra s on eve stud Re uired ca aci • Z at so"o.c. J/ I . s JT'- i in field .^ <'.r,4.� ,;I'F, !:' a w � * •• n 2"x4"Block nailed to each - , ' Tc use 7/16 roof sheathin=thickness reduce outlooker overhan s an to 19.2 ,Tabulated u lift=5371bs,Wall %, /,.� i b , g P P / /, , O ' ;, ' ; fl@eId �'` F I dead bad can be deducted from uplift:537-97=440 or 671-97=574. Gypsum Board y ,, _. ,, Five_nails to re t 440 / / '>x '�' M' • . ** sis lbs uplift and 6 nails to resist 574]bs uplift: Slciawall 3/8" .$' w' ';,.a, r' ` ' "`' •, 5d Cooler Nails at 7"o.c. 20 Gage Strap; <: wood ---�: r v ' •.A I` "�z:; 1/2"9YPsum :;,.:: ;: ,� 's. 1a tad • structural panel ",� l` ,.r^ ,: .i, . 1 . �� and on Check P f e Wall late a End f Stress Each er orated Sh ar p nchorage between wall ends continuous ,;. =".,I °'♦ wallbo o p �4 I `Hohidllwtt 218d Ctxritnott �'r 7 interior • • Endwall i . ' • Halls 81 10^o.a. k, "•: Studs : t ; • height over wall x•`�."1,•, ':' �� i ,,r. The assumption is that wall plate nailing to floor framing(WFCM3.2.1.6 and Table 3.1) in addition to the • testes 0, . '` -, � ' .•� `,, P } , ,,`+'. ,' _'.�"4 � :` I wind uplift straps(determined above),are sufficient to resist uplift requirements on the late usin the AMERICAN WOOD COUNCIL , ` _ .� ;awes'`." " "'"":• • ��i .__.1:_.a' Panel interior t • - - ._ -- ._,__. I p g ;` Panel exterior ��.., -*','�°`c•�,,' :��I&.'' Yti4t Perforated Shear Wa11 Method. See 2015 SDPWS section 4,3.6:4.2.1. I i _ s t sterastlear __........... . i - -----_-�_____-_'............._.._.____-...,._..... _._ ._- --___- _ -_ __ - - - --_• ` - _-_._�_____ ------._--_ _ _ ._ ._ ____ _ � -- .__ I -- - - I -'^ ._.,.....,...• _`1, s-.. _-- __,__.__._,.. _s ;, \ ____.-t'l - -- ___ -,._ . __ __._-----_ .- .-.-_,._., - - -- - I p Plat©to Rl g - 10' --, t , ._ _ i - d e _,._.--,--.. _--_,--' �.___, � -� men i -_._. ``" `w Adjust t Factar .-_ r._..... . 4 ,_t - - - . .. .... �^ ``;._. Hot ht ftl h � - ;�__ , ...• __. 1.. . all `� er ndard" Shear W -r--� _. ___ _ -_ _� - - , �.---i .� ,' g ( t� __... i WFCM 3.4.4.2 Sta !' t✓7 __. . _ _ -' € 10, 1.od 1.00 _...-..,_--._ . _.. .. -_ ;, . I� 1i _ - - . �=y W 2eO EDITION USING __. __ I __r • \ _. ._. .. __... - - " Y~OSIT � I:F,C.M,VVtJaQ FRAME CUNSTRUGTtp1V MANUAL_ i _ - \-h_. zs 1.1�, >.�,�'` 1 . ` " tr n 20' 1.40 1.50 /.. _1 '.� . '�- ~ .•' , -•f•-' - f`` - � .�___--�` PRESCRIPTIVE DESIGN METNQD: � '�tAMETER J BOLT.PIER TABLE 3.2A & '3.2B.t .`3 r 2 G . . i - "�o I f` -" \� � ..,____•• ,- _-�,` '' -_'�. tr it ,., rt OVER 51LL PLATE. . , . , . i _, __'-... • 5 to '�i _ f r .� :-. CENTER SPACING iNTa F(7UNDATION•tN1TH x' .. / B.P. PLATE . ;� �--r f ----- • , tz EACH JOINT, SILL PLATE T+D FIRST FLQOP. WALL ;r~ w, , ,,� 5�,��,��� _ _.: 2a GAGE STRAPS i ��' • l3SE 'l /s Li A LIDS WALL STUDS Ahlf3 TOP• CHAt'TER 6g0.HOUSE RATIO LESS THAN.41 STRUCTURAL SHEATHING r z ``'� a •s' .� _ • . `" ` I ; STUDS, .'FLOOR WALL, STUDS ` o 2 FLOC}R W LL ST , �k$ NQTEQ; .' ►D OVE RIDGE AT EACH RAFTER OR 2X4 CO' LARD TIE iN TO BE FULL HGT. SECURE TO TGPPLF.?'E.. S.CI• I.. - . 1 .© C C}�► . � �E ���D� >�L,•:Ci,P,,C I . PLATE'1 c� ROOF RAFTERS Ali R _ . . IV _ .. t lPt'ER'THIRD OF ATTIC AT '1651 ON CENTER. Root~PITCH ° a < s . r ' ,- ., - . , FASTENERS PER 'f� 5 I MAX a2%GLASS OK . • _ ` , — : -- .. • .,ASPHALT SH1NGLFS*FOLLOW NAILING SCHEDULE R905.2.6 MIN . • , . . is '� - . 'Y�,1 . i SHINGLE, BLDG. FELT, INSTALL P R R , __. __...-_ -.__ ........____ : - . . _..___ ____._----�- .. U1R FOR ,lsT 24" ABOVE START Ot' 1NTERlO V11A ) - I ,, . _ _....... .. ; ICE SHIELD. REQ Eb' R l.L . _.. NE T: � ,F .• . ., :,::: 516 971 1063 • ,� � �! �o . , ' ' . _,_._..-.. cam_=��r� I:DATE. :� �. j " 7,0 1 � :`�,!' ; iUT i� A � T� • , (.,- tCC3DE-TABLE R301.2 lilt?NDo1EUS TQ MEET p.P. RATING of MI • , ' . - . `' --- 1•, , „ • ' • • • I IiND-BORNE C�E8R1S PROTECTION FASTENING 1.N110�4.'i (R404.1)Ughting Equipment(Mandatory) I Not less than 90 pemeirt of the permarrer4ty installed Nghiir�lixltires shall caxain only N%;1_1: fl2M(am. FOR �l�lOOD STRUCTURAL PANELS. i For 1U1ax. S3'-0" - I ' '- --Cl- MEAN ROOF HG�. HOUSES updated Air SeatingTherrhhalair9arrler 2.Ni1d24 t.1(Rd02.41_t)Instattetbn 11 11 _ A.P.A. SPAN RATED 48/2'4 GRADE 15/3' j ' L STRUCTURAL 's '' The componerrts of the building th2nnal tmveloee as Indicated In Tebte N11 ,4,i,i shag be installed in acoodance wdh the manufacturer's ktst+trct[ons and the I SHEATHING -OVERLAP Q PENIt4G MIN, 4x TO ALLOW I CONTINUOUS ODD ,=lt-'4!loll a tterla indicated in fable Nt 1az,4.1.4,as appiica3ble to the method of eonstuction.Whom regtt'sred by the tWitding official,an approved third party shall inspect all , FOR FASTENER CDNNECTION AND 2X4 oomponertts art!verify eompdance. I 4FSSAlAItT C.rzlGtlro I(�3Vt.�a f� w fir.n-�v[�r►0 `` rAacl N11oz-A,1.1(R4 A1.1) I SUE3S7.RATE WHERE�REM A�,.L METAL PARTS I AIR BARRIER AND INSULATIONINSTAttATIOW t ty . � TO BE GAM OR STAINLESS STCEL, ALL CONTINUOUS BEAD gdMP4Nt:NT jtIRBARRtERdtftERlA HISULATIOntI1F;1'/Ir.tATWNdUTERIA �. I PANED IJB OF SEALANT __ , . . S STRUCTURES,AND FASTENERS I A coritingoill airharrier shall be installed in the build ng envell l �;O eE HUNG N ER THE HOUSE. L f t , - General requirements The exterior thermal envelope oontains a continuous air Air permeable Insulation shaft rtot be used as a searing "T'U f� ) a CONTINUOUS M,N1MAl i fit`/fit C'� ' EXPANDING FOAM AT _ barrier, material. 1. - r tr WINDOW PERIMEEIZ _ = Breaks or joints in the air barrier shall be seated. be i1. �'4- i-5I �� i C ,- , r- •11 `"tz s tv� - T--- The it rr r to any dropped ceiling S or tafl'R shalt bard The insulation in arty dropped cenh�/softit shall be - - � ,^ rtt t,4 t t'ifit►,,,,� v I f t_ CEDING GYPSUM BOARD �iGng/att sealed with the insulation and any gaps in the air barrier tf F-P00 7 f-[•jll t 3- /? i• QjijANG. pp� _ AS AIR BASPIER �gd.openi�.d dawn tali k aligned with the air crier. rop tg of nee wall doors to T. I I• --- ---- - 5,0 2J,� ! E6*likta-Y OF S LONTIEALANT BAD unconditioned�spaces shall be sealed, -5-T O 4 ' i = s ff +t - 'I1 i Cj INB s Cavities within corners and headers of frame i : t L [n r e err The lunctlOn of the foundation and still plate shag be sealed•shall be insulated by completely filling the cavity with IAD " WINMUNITASOF Sett tilt t _ The junction or the top plate and the top of exterior warts WI a material Navin a thermal resistance of not less than R i . I w4 Z) I a 010 • ; ♦;! I R £p s shalt be seated. Exterior thermal metope insulation for framed walls 3 I 4+ � , -�%-.-&�p '. .. ,r ; it r �� .I 0 Il EXPANDING FOA T Knee walls shall bt sealed shall be installed substantial contact and in coati nuous alignment it rri r , ._ �`� + Ij CONTINUOUS MINIMAL A windows,skyljRhg and dOOrsThe spas and dears framing and the jambs of I. �•� � - e ( WINDOW - PERIMETER I '`w� �. _ i I. I. j� I EXPANDINGFOAMAT : , i • I Rim Joists Rim Joists shall include the ii banler. Rim joists shall be Insulated. WINDOW PERIMETER 1. . ` I i t # Floor framing cavity insulation still be installed to .• r/ ` rI f + CONTINUOUS BEAD subftoordecmaintain king.Altnent contact with ernat{vely,floorframingidcavtoty i OF SEALANT I Floors including canttkvere<! The lr r' shall be Installed at any exposed edge of Insulation than be in contact with the top side of �� � Rri✓'r. , -06-t " I- - '. ��. I OUSBEAD floors and floors above insulation."` "" t-� ► "� ""(:1 n�M ` garages, sheathing or Ins4l on i►tstaNed Onttte 1. P, ` ,.,5-5�{�-�'?� ./ a 4 , _ c j , , . VFADHESi a ! undersrdeoffloorframing:andextendingtromthe I" � . � F'R-----.:,.'.____, _ • . ' ' , .• :' ' CONTINUOUS BEAD AIR8ARRER I bottom tin the top o<all perimeter floorframing ._ A ...,.,/j. f r LL .. • ~�p �7 r V N 11'�l 1`�P4`�T� . I- #"r•.. , SEALANT �n�rt� t w _earth in members. -r.o'.ice'-fir'111- •�''•4• - -N- --•7 r�+�'r• �" �t�r - ( Vt%- r f 11 �n, r, W!v►II�vvVS MINIMAL with a Crass t vapour retarder with overlapping loin taped. insulation,sh I be permanently attached to the wall..r _ �`R�` + i Crawl space waih Exposed -� ; :�,G✓�ItlYat;.i:. ��t1 �� !NJ Tf,P .. : rt I� !J- :�~J�3 .s •ri-�"�i;�i, i WANDING FOM AT Shafts,penetrations :harts,utility penetrations,and tine shafts opening to WINDOW PERIMETER exterior or unconditioned space sha0 be sealed. tfatts to be installed in narrow cavities shall be cut to>k . I . I -- [_1 - .I I � . � 3 I Narrow cavitles - or namwr cavities shalt be filled with Insulation that on CONTINUOUS BEAD installation readily conforms to the available cavity R3iSEALANT , i space. DEBRIS S PROTECTION 1. F'' E r Air seating shall be provided between the garage and t'v WlNI?t30RN)~DEBRIS PROTECTIDN FASTENING C( iNUOUSSEAD 1 Garage separation I 1 ,,� `t'% 7 •e'+'d CONTINUOUS BEAD a aces. ' ,�f1 �} �_ , _ . _ f SCHEDULE FOR WOOD S7RUCTUgA1 PANEi.S' • • err , �` ` ti- I FASTE ER SPACt Jana esp+ Si�tti,tirT OFADNESI vC } •- Recessed lighting Recessed light fixtures installed In the burrd[ng thermal Recessed tight fixtures installed in the building thermal CONTINUOUS BRAD l envelope shall be sealed to fire finished surface. envelope shalt be airtight and IC rated. FASTENER TYPE Pal 4 teet< 6 feel cF r t Z` , -- span S penal span panel span CONTINUOUS SILLSEALER EALANT m exterior waits.haft insulation shaft be cut Healy to fit +;,,:,- ,` � /_ I . i -• _ . - _ et 5 6 feet 5 a feet , , '.. /� Pkrmbirtu and wiring - gand plumbing or insulation rioter l/ ,N rr--1P. - ;.*. - -"rZ^�-�!( -- 4 to 7//�' / S I around wain � _ .•=' No,$wood screw based . ••, ' - MI //�' �, -FUII. DT�IOFMUDSiLI. installation,readilyconformstoavallablespace than �� -t ' _ . ' . atchor with 2-inch embedmctit 16 10 $ , \ � --FOUNDATION Wt�I LAS d piping and wiring. / extend behind K lea r/�, ,/ The air b rr lnstal[ed et xter c wail adjacent to Exterior at ad scent tashorweesand tubs shag be i �"/ \�/� _ AIR BARRIER Shoviril b on exterior watt showers and tubs shall separate the wall(tutu the shower or-" -" t n i No.10 wood stxew based / o CONCRETE SLAB AS The air airier shatl i>e installed behind electrical and //� Electrical/phone bony on -- �--. = u •--- raj t 1t r anchor with 2-inch embedment I i2 9 a _ .;Y. !./t1,,.. .r�•7 t lengt}1 ; �/ � A4ft BARRIER �,terror warts communication,boxes.Alternatively,air-sealed boxes shall - , , 1,-inch tag screw based anchor - , �/ . ' a be installed. .• with 2-inch embedment length 16• 1ti . 16 r 11�!f CONTINUOUS BW WAC supply and retum register boots that penetrate � .. -' e 6 ��// j� / OF S� HVAC register boots buitdine thermalvetooe shad be seated to the subfloor, - . t Far SI: I inch=23.4 nu,),I fool w 304.8 ram,J pound w 4,448 N. , n Q // /�\� well covering or ceiling penetrated by the boot. + ,.. _� _....». +, J tulle per h our a 0,447 mh. \�/ \�, , t Where required to be seated,wnaeakd lira sprinklers shad . • r `l+! 'r- lv .___- ' a.This table is based on 1$0 mph ultimate design wriod speeds,V and a 33• . - \/ \ _ - _--... ,� - - _ 'f jr' �L ••^ _. ter hr. �' /� .•- arty be staled in d manner that let recommended by the �",-� foot mean roe f l g ""' \ ,\ . \ /,\ I I-f \�%\J N/ - b,Fiesteners shall be installed at opposing ands of the wood str ourat "•' - •---- -----•- i -+�3}The butldtng or ilia}lira unit shalt be rattail and hrerlfled as Atving an air leakage raft not exteedl three air chap portal. ; conducted In accordance with RFSNl5Tl IGC 380,ASTM E'778 or A3TM E1827 and rt gas per hour.Testing shall be - - �7 ' Fasteners shall be located sat Less than[irtch'lt�om�the edge of the pane[. � - . I , .t lv � STAGGER FAMNERS ported at a parrs um of 0.2 Inch (SO Pascab) Testing shah be N c.,Anchors shatl penetrate thmngh'the ex►ertor troll covering with an IN 21tQyyg P00orn"d at any time after'creatton otail penetrations of the building theatre,envelope.- , . + FcVcnct'a shall be Iocated sot less than 21J1 inches from the edge of Window Air Leakage' ""�;;� concrete block or concrete, 1-0 0 a ss-MIN.FOR 2 X 8' *DISTANCE SHALL BE PERMITTED TO: Windo it Lea a d.Panels attached le mat ' I '� ti.3"MIN.FOR 2 X tt) 8E RECtUCED TQ 4 5"IF LAG SCREWS' ) nestration Air Leakage aruy a<masonry/stuctxi shall ba stashed using. ` {;a;:,,;::. y.-r'�• 7,ti"MIN.FOR 2 X 12 ARE USED OR BOLTSPACING ;�+� ,r. ::_,>'° : ••. vibmttiott ns[Stant anchors having as ultimate withdrawal capacity of not IS I' llytrtdows,s_kytlghis and 81Wtng tg ass doom shall Ittsw an air i ra io rate of trot r `~ :�;;�: ...,-:-'.';. ,'`'. " t. less titan 1,50Dpounds, \ �,. . . �:.; RF.DUCF.D TO THAT OF LAG SCREWS i g g firm 0.3 cfm per square foot(t.b tlsrrrt'�,and for swinging . "!IM, 4 „ •- -.,t• ' '-.�... -- .... - Z C7T. !_..1'. h • doors not'reefer than 0.6 dire per uare foal anti by tits manufacturer. l Cl ATTACFf 2 X 8 LLeOGERS ( tested in accordance with NFRC 40d ar lYa 2 X 8 accredited, AAdMA/VirtldA0i1GSA 101A.S 2/A440 by an � **�� '.'. ,;` ', -• - e rJ'.e.r 7 i .M i*rl[V. BAND JOIST fitted independent lattorabo and Itttted and t .i' I �� >;-1, : TABLE R80T.2 --.-- LEDGE-4:�==R LAG SCREW OR BOLT 314'MIN. 5• �P 5ifa t>,vRt wintlews,skvllahffi and ddorts NECK LEDGER CONNECTION TO BAND JOIST••b " „ .,.�;:s.,' ,• 4 . . . 1 ! at '"+�','�t '.-. '.� ' ,.. . {Deck live d 4D ad to c _ „:,....,� v •' . , ` µ _.._ 4 .,{ X _ -'--%;'-.-.•{'' t:;:;, a load s pal,deck de ad w ill pgt,snow Toads 40 r,.l: i inch a 25.a tutu. i. 4.N1102.4.S(R402.4.6)Recessed Lighting ' Recessed tuminatrea Installed in the btrEldl to thetmat a shag ba$salad to ilmlt air Ilaakii between conditioned and uncantlittoned spatx.s I. I .foist SPAN FIGURE R50T.2.1 t Recessed Iuminatres shall ba tC-fated and lab 1') � ' ...?•,,, , � r r`wT, CONNEC7tON Ot:TAIL9 8'and lass 6'1"ta g` 8'1"to, ' . " . ., o rtlsarxisatnwts>Eo .4 .ti :•`: PLACEMENT OF LAG SCREWS AND BOLTS IN LEd r ` �� �� f ;',.4• tz 0 i0 1 to t2 121 fo 14 + .. „ - { r I' ASTM E28S eta pressure dlffereMlatr of t."'-��as having an air leakage rate of not greaterlAtan 2.0 elm{t1.944!rs)when tasted M accordance with iMipTYliesAl�i „� P. s '�y " ::,•;: ::. •. ,. tla� tut n 8 sofa t41 to 16 C1EfiS 161 to 1B Interior watt {78�} luminaires shaft be teased with*gasket or caulked hotesM a .� j r. :c nch On-center or ring eovertn beMreen the g red the l 4:i ,,;.. :"�'° : ±'e ilia to lag screw with /�•incit p 9 rsf fasteners '_ g' _ I. 'k - �•. `/ �, :� .; maximum shsathin 0 . -' j :a: : 's-;' - .a 3 23 18 r "r ``; �,? : ,; `;,;` %�, t/Z-inch ditzntetcr bati t IS 13 9 rmastat - 1103,t- 5N 1 4031 } pre ramma silt ,` :•.: (R ble The • -:s '.>�„ With 1i-inch srinxirnum The therm _:, - - --- --.-- ------.S- --- , •,.,Y., .,; .. :.-: -sheathing° camiroil the g or cooling aystern of the dw alma snit shall be capable of t:ontronin the heating and cool( tarn on - ----- - I • -- - - - - pa wi IQ - _ Ir+g epr[rnary {{ a daFJ scbedWe to mai 9 . -..,: 36 36 29 !. Y retain dtfte+r a p'"Wre sat net at dtfilib Y cooling is" tarn ;i '• ;.,• r 24 2 i nt ism pot t ttrrhli3 of the day.This the ostat shatl Include the 9 :';•; .t /:-inch diameter Batt with I-inch maximum l T9 aDo+a�te the syttfem fo malrrtaM 7�2tli temparateraa of not less ttra,e t56°F(t3•C to not �F a capabt Ity tat shack or + thing 3tS 36 29 t SNEATF{ING I to set b ` ._t':; she;( c ) greater rasa (28°C} TheO +P� a era i inftlaMi►d!► trlstdtersr watt a haatt+tg tssnpersRttre sstisoMt M not realer • • i _ `' For SI I inch 25.4 tutu, i foot=3Q4.8 tutu,t pound per arc foot tl. 24 2 t !8 16 THIS SE DETAIL IS APPLICABLE S1D1NG t Fesap��tart 78'F(26°C). g than TO'f{Z1 Cj and a cooling tamponaturg setpolttt of not •. a. t.edgcts shall bc!]aslted in accoM ' Od70 '° 1 DETA CABLE 1 " '." '" :': ;.. --* , h.Snow!oast shall once w)th Section R703,4 In prrvcnt water fidttt CO WHERE FLOOR JOiST•S ARE FLASHING FOR - __ taeti the d joist PARALLEL TO DECK JOISTS. WATER TIGHTNESS 6 [NY]Nit03.3 2(R403.3 2)Sealing(Martdartory) r•�� i f not be assumed to act conctmrcntly with live food. it°t'Se�n ' Ducts,air handlers aril fitter boxes stead be ties ' �11 `��', l• ° �.�� _ 1,,n(.t{fit,•... ..._.._ . . :� - G The tip of qte to s I fu I let!.,butts and shalt comply with scect>on 8A16t�1, . a • AMC8 crew xhal I y cxt be and the - ,1. �. t'�elf it�ii�Vtl. "''..!"' _'}" A c. SheathingshM be wood stntetural paned of d ssitvrt tutmbercc of flu bledtoist• "I., DECKING Exoep�' ,. . athin shall be 1 orxe[ 1. AIr4npem*aible spray foam products"I be permitted to be applied without additional joint seats. •"�• (��` ;Sl)$�110 • • -, stroll be permiucd to substitute for woad atttrctura!pane(,RYpsum board.fiberboard,lumber ar foam t�R.. _ . varit ff'.1 n up to /,inchafan sbeathln u to I 2. F. t , • r owabte sheathing thickress where combined ivilh wood sums teat !;•inct thtcRness of stacked washers I or ducts having a$tatic pressure Classification of tens Ulan 2 Inches ofwater column(500 Pa),additional closure ems shad not be tried . ? w I "µ-_ : • rich oorrtlnuous for • I'.i1C ,r Pa a[umber sheathing, APPROVED GEfZS aY welded joints and seams,and todcirtg typed of button-lock ;{ t• - ,,.»= ^ . :, "g' t " OVER JOIST HAN and seams otherthan iris snap lock and ock types, ,I ) I 2 MIN. 7.N1103.3.2.1(R<Q3.3,2.1)Sealed Air handler -„ ' I 2x LEDGER WITH FASTENERS INACCORDANCE Air handlers shall have a manufactureYs desiane+fin for an ale leakage not greater than 2 pert�mt of the design alrAaw rate when tested bl acooMance with �' i RDA W)TH TABLE R507.2 ASHRAE 193. -deES!rlrntols,ttt13po1M btr 4 ,��a„ ,/ FLOOR JOISTS A,�� -Q�NN DEVICE MtN 750 L 3.CAPACITY 8.N11o3,3.3(R403.3.3)Duct Tasting(Mandatory) r ^ .� �' LOCATIONS,EVENLY DISTRIBUTED shad be pressure tel to determine sir leakage by one of the tolkttring methods: ' , _ •Y.. TABLE R507.2.1 ALONG FDECKAD ONE WITHIN 24"OF EACH �. R ..:ti,i 1:i i, c ill'OF lA "Ir'a�1p01r ;a'ltiPoir e"l0" • I ` :•'. • • - . `. i-'� TABLE G SCREWS AND BOLTS 1N DECK LEDGERS AND BAND JOISTS Q THE LEDGER.HOLD-DOWN DEVICES ._4g4h_, test:Total leakage shad be measured w1 a pressure dhilierential o10,1 ✓ SHALL FULLY ENGAGE DECK.IOt5T PER ha of®nciosure it stalled at t3te time of the test. �wl(25 Pa)across the system.tnc[il the marnufaMiret's air tIfIA IN1MlJM END AND EDQE DISTANCES AND SPAGING BFrWr Eat Rows Reglsters shatl be taped or otherwise seated during the test- , a3rsstml'iiatsflydss es� _,• + 9 TOP Eli n©E HOLD-DOWN MAiVi1FACTURER.. 2. Postcortstnrctiort test:Total leakage shall be measured with a pressure differs l of 0_1 Inch w.g-(25 Ps)across the entire system,Inducting the moire '(` Eger' t30TTo inch G@ oWnl Registers tdtad be taped or otherwise sealed" �'� ` '� U�r�.', (tow sP manufatturer+,s ale han�erend mg the test. sews"I � � ' COL ?inches° � ENDS AC1Na Exceptions' + Band Joiatr 31,inch 2 inch(sb IS!$lashes" A FULLY'THREADED s1e"DIAMETER LAG - '!. A air leaks a test ll Z lathes 2 inches s SCREW PREDRILLED W1 MIN,3"PENETRATION g not be required where the and air handlers are lac�ted erwrey within the building therrrhai en ooe. '' �O S' iC•'I'ION i 1/ inches I For SE 1 inch=2SA tutu. ° s TO CENTER OF TOP PLATE,STUDS,OR HEADER. A euc air leakage teat shad not be required for r�qs scrvimg Beat or energy rtreovery ventitatots that are not integrated with duds serving heating or I a. L aS screws ar bobs shatl be sW red from the topto the bottom al the herizontat nm ofthe deck ledger in accordance with tiPute t2507 1 cooling systems. ' i<. l 1, . - t b.Maximum S incise ° I SI: I Inch=25A mm. t ' ' Z (I) B' to J'arcngineercd rim joists,the nranafacrurtes recommendation;,shatl govern. ct ! 8.N1103.3.t5(R403.3.5)Building Cavities(Manttato ) ,' llt0lR° ': d.The tntnimum dlstanco fraom bottom row or la FIGURE R507:2.1(2) 6trdding framing Cavities tttlad not be use II screws or bolts ro the to ed PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS d as fit or nu t► X Fwm�rxw . F P ge ofdtc ledger shatl bt in accordance with F'Sum R.'07.2.1 ft [ a l �17 . .. pANl31:Of>1€S ; . + • - ` ,-. - ( Y] (R403.3.6)Duda Burled Within Cetlrn t , - •• -, z - -1 iWhism supply and return r cis a Partially or completely buried In Ceding insttafion.such N110 • J't t PPIY re ' -- _ �- -. - ��..y� iY -:.; I%Irr'7:�I�:Z.GT_ ./f f`jO J11�J� 1_ The st�pty Shall h uraUort [ shad Corttpty with ag M Ute foi[owimg. o>rtnvFR rRo�xtTt 1 and fetum have an R-va tie trot less than R-8. i _ ... ». - i At II points al each", sum f e ceiCr irtsuratiort vahres against and atxove . ... L-a .r,.i .V r�j t 2 a along .the a the rig R ins tttrtJE"KOPEtrryittaUMSA"TAx MOM* Ma . + '.. _ .. a'.1'_.- •1t,.• ... . .. .. - - - the duct shad be not less titan R-19,excluding the R-vakr!e of the duct Insulation. � � f ¢--• �against and below the bottom� •• • • - t o the ud a a ai .,,.�. 1 : =it .. 3 .. roc �_� r:.: . :+�,. �'r .,.t j -I �--rs _ r• p:��:�:=:.3 �r.:: .:. :.:.: n- ::.�5 l {��.._lvaT.Q.Er�r?�rry lZ•► PA�,� r 2 i 1� N i t�- - - ffi t03 3.8.1{R403.3 61)Etfecti R Value of Deeply tied Ducts tntAsa Tarrtt Na1tc>TrrAT lac ArrTsrA wt ' �; .tA _- t - 0 - J N.U :._:_:_ f tau Titttdr Tarot. c . ,. •: ', ❑ HewrrestderrdalStrtrchrnt ; r _ Y .-,. -•t ti,...... .. . ... Z-a 4 j 1`~ !J --��� i $U_1( /k'�-�-Z +lJ roaches(140 m m)of the cell urrOtrntled with R lets of R 3 nalysis,section of du �� � Gr,-r•�. _,._. _.. . t Gts that are irtstalted to aucottiarece with Section N1 103 3.6.►ocated d[reCily tm,or within 5 5 I/ G G LQ$ L blown4n i010 ktsulal having an -vs 0 or greater and located such that the top of the urn is not lass ❑ Addltiah ro terns ResldcntM sthvtxurt - I( icy^_� L O 1 than 3.5 krches(89 mm)below the top of the insulation,shall be considered as havkt�g an etTec&40�emulation R-yalue of R 25. • 0 Mahar,mteoneobillte�deotteSM911are � Branctt[;netakeotfsarut{oirtts ._._._..-__....-....___,_,-_ -.,....,.-._.-._..--., -,-_-_, ..__,... 11 L7 1�1_ _fL-3 t f u,N1103.4(R403.4)Mechanical System Plping Insulation{Mandate TofrEtxM1STRULTt17okP[r,faWV,EVATt►rEStIaJECTPRgOttrn+�AR >:ahu.11TlU>g i S '' '�:' •• +1 !' I- . ` ' . t N1�C813YSten1 Capable ry). (dkdtasch rca4learre) �/'� i; `- -`- f _ , --.--•---------h•-•--------- -.-.,_-•_,,,_,,,,,•-..„_ - .,.,-. � f� � �i�g P e of carrying Raids greater than 105'F(41 C)or less than b5•F(13'C)shall be insulated to an R ValuB of trot_ '„. ,t \ less that!R-3. . D TMUT"ecasbuatla err) / .: :;. �'__ r.•. (, < r� v .". A new Pent 1Z65 to Tide 19 of the NEw York Codes,Rules end Requipdons(WCRR)has been adopted.The Part ❑ Pr.InsUberar►wood 1 .'f< Re4Y P8 tz. Conttr,att.WM r :i ' I' 1 TABLE N1103 6 1(R403.6.t) - :.`,': . '12b5 plesalbes 6)the ro=to be ease}to notify Cade enfamement oII'pc)a}s that truss -ertglrteereci woad c� Le-HOUSE ❑ n"t., :oestWtiort{rq t; t''::;" t. �,{� r r � ANICAL VENTILATlt314 YSTE FAN EFFICACY' :Transverse' M nts(e g. S and : I°} ' AIR FLOW RATE I timber wristrul itln(.s tb be used In a reOmtIal strutt tlQ 2 the n or bo)to be aM t8d tD the exterior of a L'�' FAN LOCAt10N MIN MUMMINfMUM 1 FFtCACYAIR FLOW RATE IN TrtFtuftsatiretouTtoNfs)(alTacarvucrmcsturq: crestjoints)iniitttd<sendailyoiMson • _ , J SYn1 (CFM) MAXtINUM i •. TT) t1. :'PI. it t derltiaf ShUCbtne tarot etas beztt coilSltiuc�ed added to tIr L'ehatrllitated USfi[1 truss H (CFMIWA CFM)p �„ .: -P , g type,pre-eltghteerf d woodprRv or ERv An Fr+mtn6 h+dutlt�(lyderr ere Beams(r} i .,....i: ,,'I -. Y 12 CrmNvatt Any ❑ truer F.*g M) I . ,r::' ::..• I i tnbet constntc9on. . , - -- Any li'C In-. , -Ina fan, 5�9An Ptoor Y`-- 2.8,rid arse( R ttrrtltratt n rr«n>rs(ral 'E'.SsViZL'.. 5(=Act. Arty tasrutru,e CATS I ; � - '�`_i; o i,�J..3+Lwsl tE p(2 {�sciu t � ...>iFrrGt#'_'ra' jde r� ®attuoom,utility rooms0 1.4 ttmnrved <90 m►tAr+rs __ _ _ 'tom.. 1' 5. . .Sp�i.I t�f� t+ra .r .- -........ _. i . .• "` Bathroom,utittty rottart9D 2.6 t hftatt Any CA>'+aTv taredr crisis❑ sister ❑ owrmrs f - -- _ - s; • • i s ~1 For Si:1 foot r tni -• +•'V -.....,...: . '.'1�'-•...'.y. � 1 cubic pe note=P8.3 LJmin. , `�.,- .. )f"7 p L.`f t if. � . I. alien tested[n arccordance with Fm Standard 916. _....-_�. . _.._._.__. - - -_---,._.._-------------___...---__-_- ----_ -.-.._ _ v....__- ..-- ---...._..--------- - --._..-_...--------___- -__..-_-- _..-----_ -- --_.. - - --- - -1 . .-. . - ----- - - ------ - - ---- - - - ------ _--------.._.._-_ --.--__--__--------_-___--_----"'.__. - -_-_- ...___----._.-----_.-----.----- - - .-.-.._-__ -----._._._..-._.._,._ �..T _ , _ 1. __ _ - - -- . 'c�T' ,. ..,:•� . 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