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Home My WebLink About49997-Z M �r� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE + SOUTHOLD, NY 9n BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONCE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 49997 Date: 11/3/2023 Permission is hereby granted to: Cifarelli Richard 29500 Main Rd Cutcho ue NY 11935 To: Construct new single family dwelling as applied for, with SCHD approval. At premises located at: 4600 Route 25, Greenport SCTM # 473889 Sec/Block/Lot# 35.-5-5.3 Pursuant to application dated 9/29/2023 and approved by the Building Inspector. To expire on 5/4/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,480.50 CO-NEW DWELLING $100.00 Total: $2,580.50 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT g Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 litti)s://\vvvw,soLitl.ioddtovviin . o Date Received APPLICATION FOR BUILDING PERMIT vw"'k r-04k C WE For Office Use Only 2023 PERMIT NO. Building Insp ctor� Applications and forms must be filled out in their entirety. Incomplete Building Drupa °,n,��A applications will not be accepted. Where the Applicant is not the owner,an Town of Owner's Authorization form(Page 2)shall be completed. Date:8/9/23 OWNER(S)OF PROPERTY: Name:Speonk Land Development LLC SCTM # 1000-035.00-05.00-005.003 Project Address:4600 NY-25, Greenport West, NY, 11944 Phone#:631-512-4522 Email:monumentalproperty@yahoo.com Mailing Address:3080 Route 112 Suite B, Medford NY, 11763 CONTACT PERSON: Name:Christopher F. Dwyer, Associate, LKMA Mailing Address:437 South Country Road, Brookhaven, NY, 11719 Phone#:631-286-8668 Email:cdwyer@lkma.com DESIGN PROFESSIONAL INFORMATION: Name:Robert A. Steele, P.E., Executive Vice President, L.K. McLean Associates, P.C. Mailing Address:437 South Country Road, Brookhaven, NY 11719 Phone#:631-286-8668 Email:rsteele@Ikma.com CONTRACTOR INFORMATION: Name:Oasis at Mattituck Corp. Mailing Address:3080 Route 112 Suite C, Medford, NY 11763 Phone#:631-767-4807 Email:peter@modernagehomebuilding.com DESCRIPTION OF PROPOSED CONSTRUCTION ®'New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other Will the lot be re-graded? 50Yes El No Will excess fill be removed from premises? ®Yes El No 1 PROPERTY INFORMATION Existing use of property:Vacant Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 I this property? ❑Yes igNo IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):Christopher F. Dwyer RAuthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Christopher F. Dwyer being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the Agent (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 -2L day of 201j-'� Z fir' Notary Publil NorA OB7.P VVt cAND Stele Of New york ounty (Where the applicant is not the owner) tc�r��"�"V gust 1? � I, residing at 437 South Country Rd, Brookhaven, NY, 11719L -A- to a I on do hereby authorize pp Y my behalf to the Town of Southold Building Department for approval as described herein, 44 ,-` 9/26/2023 Owner's Signature Date Print Owner's Name 2 1 Generated by EScheck eb Software Compliance Certificate If, Project 2023_015 Aurora_2-R-5 ^� Energy Code: 2018 IECC Location: Greenport, New Yorkw� Construction Type: Single-family mu Project Type: New Construction , IT 64 Orientation: Bldg. faces 45 deg. from North fpm WI . Conditioned Floor Area: 3,643 ft2 Glazing Area 11% Ij 41 1 rill I Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Maple Lane Peter Jerome D'Amaro Greenport, NY 11944 Modern Age Home Builders, LLC D'Amaro Engineering and 3080 Route 112 Surveying, P.C. Suite C 20 Mariposa Lane Medford, NY 11763 Manorville, NY 11949 631-569-4513 631-878-7808 peter@ modernagehomebuiId1ng.co jdamaro@optonline.net m Compliance: 0.9%Better Than Code - ff ire no longer coni � m ..�:�rad ... a � :M n��a� 'urn�:IVn SII ��a�� *PI¢�irrtr��:�^��°� � ' path _ n��s �a¢� a��am�efnt)u ymiin thmm�maspec l ed dfirna to zone rnUSt meet time mnani mmufn energy code iv mm�laaflon R-value and dep�.lm��ir� quilimments, EF1 vel e Assiblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 1,349 39.0 0.0 0.030 0.026 40 35 Wall 1-front:Wood Frame, 16" o.c. 731 15.0 5.0 0.053 0.060 31 35 Orientation: Front Door 1: Solid 34 0.280 0.320 10 11 Orientation: Front Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 120 0.300 0.320 36 38 SHGC: 0.27 Orientation: Front Wall 2-front gables:Wood Frame, 16"o.c. 100 19.5 5.0 0.045 0.060 5 6 Orientation: Front Wall 3-RIGHT side:Wood Frame, 16"o.c. 250 15.0 5.0 0.053 0.060 13 15 Orientation: Right side Wall 4-RIGHT gable:Wood Frame, 16" o.c. 115 19.5 5.0 0.045 0.060 5 7 Orientation: Right side Project Title: 2023_015 Aurora_2-R-S Report date: 09/13/23 Data filename: Pagel of 8 REScheck Software Version : REScheck-Web C�J( Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. � ,i. Vec#ion .u.. ww.. Plans Verified Field Verified Pre-Inspection/Plan Review Value V Complies Comments/Assumptions io ns & R is 'Requirement will be met.103.1, Construction drawings and [ Complien 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the ?, Location on plans/spec: building envelope.Thermal []Not Observable Notes on sheet A-3 envelope represented on ° ,❑Not Applicable construction documents. „ �......... .. - � wma �Y ....... ....... ._....� 103.1, Construction drawings and ,, ❑Complies Requirement will be met. 103.2, documentation demonstrate Does Not 403.7 energy code compliance for „ cation❑Not Observable Flo on plans/spec. [PR3]1 lighting and mechanical systems. �° %' ' or plan on sheet A-4 Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Nes Requirement 302.1, Heating and cooling equipment is Heatin Heating: ❑Compli will be met. Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: ❑Not Observable 'Location on plans/spec: Manual J or other methods Btu/hr Btu/hrNotes on sheet A-3 approved by the code official. ❑Not Applicable Additional Comments/Assumptions: V 1High Impact(Tier 1) 2 Medium Impact(Tier2) 3 LowImpact(Tier 3) m , Project Title: 2023_015 Aurora_2-R-S Report date: 09/13/23 Data filename: Page 3 of 8 o " , i� . ..n.- .._..�..... . .._._.� �.. _��.._ Plans Vern. � ._..��_.. �ro. .�_.._.__ � ... �v�...._w .. -....... 5recion,J� Verified Field Verified n Value Value Compile Comments/Assumptions tions p P & , ; ..,,.� �.._ p _ # Framin / Rough-in In Ins echo _ " -" U "" "" m �-. ❑Complies " " See the Envelope Assemblies 402.1.1, Door U-factor„ U- _ ssemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable ❑Not Applicable 4402.1.1, Glazing 02.3.1, average).-factor(area-weighted U_ _ U- ❑Coesplies Not See the Envelope es p Assemblies le for values. 402.3.3, ❑Not Observable 402.5 [FR2]1 ❑Not Applicable 303.1.3 U-factors of fenestration products; „% ❑Complies Requirement will be met. [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or ❑Not Observable taken from the default table. ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not instructions. .� „❑Not Observable ❑Not Applicable built_ �nrIles❑Co ......_.;Requirement will be met. [ R20]3w-_._,s listed aand labeled as meetiin site p g ❑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 fixtures ❑Complies Requirement will be met. [FR16]2 sealed at housing/interior finish '❑Does Not and labeled to indicate <_2.0 cfm Location on plans/spec:. leakage at 75 Pa. ❑Not Observable Notes on sheet A-3 ❑Not Applicable „ ........ . ......_�All ducts unconditioned_m..,,� ,......-..-,._... _�,� ..,.. ..� ....,,., . .... ... .._,.... „...- .... ".... _ .._ ..._��.. 405.2 spaces R- R ❑Complies Exception: Ducts located [FR25]1 or outside the building envelope ❑Does Not completely inside the are insulated to >_R-6. building envelope. ❑Not Observable ❑Not Applicable 403.3.5 _Building cavities are not used as- OComplies Requirementll- will be met.met. [FR15]3 ducts or plenums. ❑Does Not o ❑Not Observable ❑Not Applicable 403.4 HVAC above 105 QF or chilled fluids R R " ❑Complies _ Requirement l.._ ..__ piping y g fluid twwill be met. i s ❑Does Not below 55°F are insulated to >_R- ❑Not Observable "Location on plans/spec: 3. Notes on sheet A-3 ❑Not Applicable .�.........__.. 403.4.1 Prot ection of insulation on HVAC ❑Complies Exception: Requirement is [FR24]1 piping. ❑Does Not not applicable. ❑Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies Requirement will be met. [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable i Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 2023_015 Aurora_2-R-S Report date: 09/13/23 Data filename: Page 5 of 8 r....�...�.#W .-......M,.w, ...w._�..p Plans ValueVerified� FieldValuefied_T omplies? Co& .1.1.11l� Ptions Fina� lns ection Provisions 1 .-....a....... . .,r. U ... ..... ..___.:..�. ..� _aw�� ...�._... _ .mments/Assum.A.� 402 , ;Ceiling insulation R-value. R- R- ❑Complies see the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 [FI1]1 ❑Not Applicable ..—.-..................... ❑❑C N tITIT ITIT mITIT- 'Requirement will be met. 303.1.1.1, .Ceiling insulation installed per P q 303.2 manufacturer's instructions. [FI2]1 Blown insulation marked every " ❑Not Observable Location on tans/spec: i Section A on plans/spec: A-6 300 ft2. ❑Not Applicable 1402.2 3 mule attics iwith air ermeabl .... .. .. ,v? p e „ ' ❑Complies Exception: Requirement is nclude baffle adjacent ❑Does Not not applicable, to soffit and eave vents that Observable extends over insulation. ;❑Not ❑Not Applicable .. ..... 402.4.1.2 BL . _.. Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = OComplies Requirement will be met. [FI17]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. Location on plans/spec: ❑Not Observable ;Notes on sheet A-3 ❑Not Applicable . .. _ —.. __..............m _ ..�..... ...._ 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies Exception:All ducts and air [FI27]1 determine air leakage with ftz ft2 !❑Does Not handlers are located within either: Rough-in test:Total conditioned space. leakage measured with a []Not Observable pressure differential of 0.1 inch ❑Not Applicable Location on plans/spec: w.9. across the system tem includin 9 Section A on sheet A-6 the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g, across the entire system including the manufacturer's air handler enclosure. _ _ 403. cfmt tightness toft2 across the system of<=4 cfm/100 cfm/100 ❑Complies m..,qui 403,3.4 Duct tightness test result — Exception Requirement is i or ; ftz ft2 ❑Does Not not applicable. <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable 'tests,verification may need to ❑Not Applicable occur during Framing Inspection, 403.3.2.1 Air w..- .......... _ _, ,rY —..��.... .- .. it handler leakage designated , ; ;;`❑Complies Requirement will be met. [FI24]1 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable [FOI9l installed for control. �.... . __�.r .. ..... 1 1 Programmable thermostats []Complies Requirement will be met. Does ot olingoyprimary ❑Not Observable Notes on on plans/spec:/s ec: heatingand cooling systems and p P initially set by manufacturer to ❑Not Applicable code specifications. ..__.e.....-. ..... . � _ ....... ....... 403.1.2 Heat pump thermostat installed ❑Complies Exception• Requirement is [FI10]2 on heat pumps. El Not not applicable. ❑Not Observable ;?❑Not Applicable 403.5.1Circulatin servic - ... e hot water ❑Complies Exception: Requirement is [FI11]2 systems have automatic or 1 =❑Does Not not applicable. accessible manual controls. ' ❑Not Observable ❑Not Applicable 4 �� _ .. __ — ........ ........ 03.6.1 All mechanical ventilation system ❑Complies Requirement will be met. [F125]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacyLo cation on plans/spec: and air flow limits per Table ° ❑Not Observable Notes on sheet A-3 R403.6.1. ❑Not Applicable _. ..._...... High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 2023-015 Aurora-2-R-S Report date: 09/13/23 Data filename: Page 7 of 8' " 4 Effidency Certificate MMMMMIMMAbove-Grade Wall 20.00 Below-Grade Wall 11.00 Floor 0.00 Ceiling / Roof 39.00 Ductwork (unconditioned spaces): Window 0.30 0.27 Door 0.29 0.30 MM=IMMzZMM_,,=. Forced Hot Air 96.1 AFUE Electric Central Air 15.1 SEER Water Heater: Name: Date: Comments PROJECT ,ir; ............ r Ally !'4C,1/""0� r . .....,. . .... ,..._......,"....." ,,,�,�,... (VAR, WIDTH) mYwrr swV«ww �a rn < w� + N 852y1 E 1060 µ 165,00' :m ,,la. L,6 ; LOCATION MAP / m � N.T.S. 2p SIDE YARD SETBACK ' "J Y' .-- q} ELM 1711 OL BROWN SANDY 1.7 LOAM „...�.,.....- '7 •A,� BROWN LO AMY NO WELLS CAIS SM SAND 10 WfllsaInstallCmSa0�& P I � TYPICAL EANCUTS SAMA _ _ FEI Tr_ PROPOSED "I PC%OLa'" N Z PALE BROWN LP 'MAb6...�„",. Q�. SP M& GRAVEL SAND 2;3 tN4.X;w Tkd Atrl'6R i DW 1 a ti A 220 M I G EMLI4D, %,�� PALE MEDIUM P M LAND N/F l�1 0- SAND k 9.0 8� -....._...w ROBERT do ANN MARIE VAN CLEFF Q GRAVEL mpyM Eyg DEVELOPED �� . A B PUBLIC WATER M I o O IN. - O .°.. WATER IN ALTERNATE JOHN SC DEVELOPEDOTT WARNE\ V^' 4 ., I MINS, I SW MEDIUM SAND 1.0 AlIEA90R NMOSCAPED A�Ay LAND N/F O , M.d. ry . GRAVEL tllVl BF PRVSID N/ w d"r 0 2 STY. 4 njnn r. TIMiII iAlm�i IRA1S AID[W Qi BEDROOM WELL WATER w.., RESIDENCE 1O"'IN � T'I N aeusH1tl W/ UNFINISHED y -HIGHEST EXPECTED GROUNDWATER ® EL 2.0 BASEMENT y TEST HOLE PERFORMED BY K. I F.F:18.5 1,. WOYCHUK L.S. ON 5/10/21 I �"AvATION INSPECTIONREQUIRED TEST HOLE g�y �y �g p Pasr N 65°25'12. _�.., .,._.:Ix I "w,.. OR A ITARY YSTEIV9 ,� N.T.S. 50.00' I EALTH LPAF�TENT R I a GARAGE I� �� F.F.=1fi.5By IN ,,,�-,Tye,�"CSTEM HOTES? � Z ,� 'n'n.. T'"'��.n'"�, � � ✓" Iii � � w. �' � 1. PROPOSED DWELLING TO HAVE (4) BEDROOMS MAXIMUM. V,., _ "`•°p `Y 2. SEPTIC TANK TO BE 1,50D GALLON 8' DIA. ",,,,W„�„r.,_m. �LL R` �'n 3. USE TWO (2) 8' DIAMETER, 6' HIGH PRECAST CONCRETE LEACHING r77 .1 M ° e h p . a POOLS. y s I 4. PROVIDE ROOM FOR FUTURE EXPANSION. 'CLAY a� '.G Z � I /�� P F�,, '4 C qy 5. SLOPE OR GRADING AROUND SEPTIC SYSTEM TO BE 1/20 SLOPE p += w I \OW'1 I'C(RNFA" ? b Y 'M1 FOR FIRST 20' MIN. p .. y8 / _ '+� ." - k 'i. y� 6. BACKFlLL MATERIAL SHALL BE COARSE SAND AND GRAVEL Q'14b I•'°I OF 3 ABOVE HIGHEST tagDED �,. ._ ..m. ._.;:. „d_.•..� ,:...."^ww . ..=.' _. ..65 257P',E % a .. ,,. ,.. b"I' .. _ ._ ..®, ,,..�... __............ ._.... ..._.. _...... ,®... ....... ._._.. ._...... .._... 1 7. BOTTOM OF POOLS SHALL 8E A MINIMUM ' EXPECTED GROUNDWATER. is rDE vARo sL�BAck m .--".."•+r- ,., m r arEFF dd c�S WIDE Ta1(rH LSF" Yv44 4- 37531 .... .. �� ;.r I WC (,,� 2 S 65°25JOHN &'12' W 240.86' _ Y �- LAND N/F -r q C a ANNA GIANNARIS „r 2012 REVOCABLE TRUST DEVELOPED LAND N/F PUBLIC WATER MARCEL h PATRICIA IDU FiT SITE PLAN _.. °. WELLLWATER OPED .SCALE 1"=40' kI uYO'°..I nc uaol s # o o a eeDeE n[NLL Ea®a v M AVFMIYI a r� Feel �Tp^�q��g\® �* �'',pp yy eNNMO N.AaR N M .et®.N BUILDINGS: II ®�..e{P IIo�ed IPII In Approved6/20/23 c EXISTING VACANT C' PROPOSED 2 STORE RESIDENCE - 3 W/4 BEDROOMS SITE DATA: LEGEND: DATE BY DESCRIPTION APPROV. BY Ste+: 1000-035.00-05,00-005.003 CJ SITE AREA: 0.945 ACRE PROPOS.....G eON�:EaOus TREE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES oTTNAL oecouous TREE REVISIONS T '$„ NO PRIW ST URW W LOCATED WITHIN 150'OF THE PROPOSED SANITARY SYSTEM.NO PUBLIC WATER WELLS ARE �'PRpa41'KC?T URmC l~ N�,f PERMIT FOR APPROVAL OF CONSTRUCTION FORA MAPLE LANE ATEIN 200'WATER THE ELLSPROA SED SANITARY SYSTEM -11 PROPOSED CONTOUR urur �.-r POLE SINGLE FAMILY RESIDENCE ONLY WITD(ISRNG CONTOUR T_FDTRG GREENPORT. NY 11944 3. NO DRAINAGE STRUCTURES WITHIN 10'OF SANITARY SYSTEM E 4. PROPOSED SANITARY SYSTEM IS DESIGNED FOR A TOTAL OF 4 BEDROOMS. PROPOSED SEP C TANK os DATE— ppyyy PROPOSED RESIDENCE !lam µ -OWATER F APPROVED EIJ�f4JP' •- N 3x. ELEVATIONS HOAR HN ACCORDANCE NAVD TAN R� PROPOS.FUTURE Expms N SANRARr LFArJm POOL " WATER ava vEf EF 0',. 2,1-'1688........ W�" ' } E ON NCE _Z a BEMN o p 2. ELEVATIO SHOWN ARE IN NEW YORK STATE PLATA SYSTEM,LONG ISLAND ZONE _ PROPOS.ae DRAmACE STRUCTURE 0 E OF RAV ENT ROVFOR A)CIMI.It� OF �FAPPROVA M, .. 83 t" SANITARY PLAN 4. UNAUTHORIZEDSECTION 09 LTERATION OR 2. DDTIO NEW SURVORK EYMAP TE EDUCATION LAW LASED LAND SURVEYORS SEAL IS A VIOLATION OF ' PROPS.SANRARr PIPE �N]ERGRoIfNG�ELr,�U� � CII 0 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S'EMBOSSED'OR Me FOR 44 ESURVEYORSD TO 6E V"ME COPIES. _..� m ED*40.4 Rry/ ryEry['� �_]pg p� �� yrypp� TL. K. McLEAN ASSOCIATES, P.C. PRACTICE CER1MCAn"INO04TIED HERON SIGNIFYTHAT 1NLS'SUR Y'WAS PREPARED 04 AGO WITH IR�ISy�;��IEyX�AS'TM CODE'OF �JJNIJERCROUND GAS LTE EXPIRES THREE I EARS ROM 9�+d'AM I,. CONSULTING ENGINEERS Q7 tOUM CdMR lm.�dWAYDI Ilr T�1171Y BY THE NEW YORK STED HEREDH ACATd a u a .O Has TO THE TIRE 8 D-Ig..d BIr MF/CFD sw.: AS NOTED Shut Na CJ LAND WMR YORE.SAID UNOERGR"D WATER ZES `a 7. RIGHTS-OF-WAY pRVEY CLOSES MATHS AGENCY AND CERTMED. PORWHOM THE SL! PB#3°AGm.EO'ANO'Com OWNERS. E LENDING" _ '��"4 O COMPANY,G1mVERNMENTAL A&'METTC'Y AND L}O�aHG LNh"TN7"1nR07A Ltl .....— TIFTCATICNS ARE NOT TRANS To DT.-Br. MF oat.: APRIL 2023 C 1 <� 8. THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Aooroved BY RGD FR.N.. 230ae_o00 J I TONN COMMENTS Lu AJ a '' --- -_-- ( � ( ( APPROVED AS NOTED p n SKY PLAN 15 OUTSIDE (� s SKY PLAN 15 OUTSIDE i ri i 0 9 VISIBLE DRAWING AREA I N O VISIBLE DRAWING AREA ORA DATE' J 3 B,P# - - - - - - - ❑ �j - - - - _ ❑ IY -- - __ ------ ----- - FEE .�BY. ❑ �) O NOTIFY BUILDING DEPARTMENT AT p AVERAGE ELEVATION OF THE 1 8 - , � �] ,' 0 631-765-1802 8AM TO 4PM FOR THE W O AVERAGE ELEVATION OF 1HE w '' A QUAL 1 TY NEV4 HOME MODEL 5Y EXISTING NATURAL - IL9 -I ' 0_-- __--- -----_-- _ ADJAGENT TO 5 RUGTURE GRADS -- - -- - - j--- -- ( FOLLOWING INSPECTIONS: O - __ ❑ --' ° 1. FOUNDATION-TWO REQUIRED - h FOR POURED CONCRETE m I ADJACENT TO STRUCTURE - I5'-3" �------ 1 � -- ---- EXISTING NATURAL ------ -------- - --- - - - - -�- MODERN AOS HOME BUILDERS, LLG p WEIGHTED AVERAGE ' ' I HEIGHTED AVERAGE 2 ROUGH-FRAMING&PLUMBING O ELEVATION OF THE EXISTING `-J I L-J ? L-J 7 ELEVATION OF THE EXISTING .�. INSULATION Q NATURAL GRADE GENERATED - - - NATURAL GRADE GENERATED m BY THE ENTIRE LOT = I6'-a" _________________________________ `__________` 1========J1== `__________= BY THE ENTIRE LOT = 16'-8' 4. FINAL-CONSTRUCTION MUST p , 8E COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE MID LAV4 - SIDE ELEVATION F)'RAM I D LAN - FRONT ELEVATION REQUIREMENTS STATE OT RIE PONSIBLEDES OF OR YORK STATE NOT RESPONSIBLE FOR EW �Y SGALE: I/I6" = I ft SCALE: I/I6" = I ft DESIGN OR CONSTAUCTON ERRORS Ju n� 1L Lu 0 I W L_ E:lF Ll0 FIN15HED 5EGOND FLOOR_ - - - - - - - - - - _ - - - - - - - - - - - - - - - - _ _ _ _ _ - - - - _ _ _ _ - - WO - -- v m zo ------- --- z id� �w uj FLOOR AREA TABLE <� > �w � ® � W ,� O El FIRST FLOOR 1,215 sf I J— m a 4 SECOND a GARAGE FLOOR 1,202 552 sf � O � N p � x BASEMENT 1,226 sf Q O 0 , PORCH 241 sf < () 1 -1 f Z LIVABLE FLOOR AREA 2,411 sf FIN15HED FIRST FLOOR _ _ — - ROSS FLOOR AREA (GFA) 2,16q sf - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (INCLUDES ATTACHED GARAGE AND DOUBLE F.A. FOR SPACES >15 ft) N .. • r :� CONDITIONED FLOOR AREA 3,6 FINISHED GRADE • 45 sf I I j (INCLUDES BASEMENT) I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I i I INFILTRATION VOLUME 40,000 cf . I I I I I I (INCLUDES ATTIC 4 BASEMENT) INDEX TO DRAV4I NO5 J � L_ J J L J J COVER ELEVATIONS DRAWAING No. I I I I I— i I I I [IEIiVERELI �P 1 4 2023 I I I I FOUNDATION PLAN A-2 — — — — — — — — — — — — — — — — — — — — — — — — — - - - 1- - - -1 - - - - - - - - 7 -I- - - T L- - - - - - - - - - - - -I - - � - -I FIRST FLOOR PLAN A-3 L - - - - - - - - - - - - - 2nd FLOOR PLAN A-4 - - - - - - - - - - - - - - - - - - - - - - �- - - - - - - - - - - - - -I- - - � - - - - - - - - -J - - - 1- - - - - - - - - - - - - - L- - - -1- - -I WALL BRACING 4 ROOF PLAN A-5 m SECTIONS 4 DETAILS A-6 O NOTES A-7 TJI-DETAILS A-g FRONT ELEVATION SCALE: 1/4" = 1 ftlu ? (� IL _1 r 1 1� 00 a - O IL 12 Z � O Z 5.25 �— lu � U OL Z OL 0 � OL ❑ ❑ FlOw Z N El 12 v 0. 5lu .25 — 1x O Q Ix ----------------- ------------------------- ------- ----- ------------ ------ --------------------------- ------ ---------------------------- ------- ------------ N � O to ❑❑®® ❑❑❑❑ ❑❑❑® ®❑®® DATE: SEPTEMBER 2023 - ------------------ ------------------ ------ -------- ------------ ------ - COVER 4 ELEVATIONS S I DE ELEVATION REAR ELEVATION SIDE ELEVATION DRAWING NUMBER SGALE: I/8" = I ft SCALE: I/8" = i ft SGALE: I/8" = I ft A - 1 A A-6 235# ASPHALT SHINGLES;MIN. (4)-FASTENERS PER Z STRIP FOR EAVES LESS THAN 20' ABOVE GRADE O [8905.2.6] O 24'-4" 3?1-411 No. 15 ASPHALT FELT UNDERLAYMENT [R9O5.1.11 V EGRESS WINDOW WELL 7'-5 1/2" 14'-8 1/4" TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 i 8" CONCRETE STEM WALL ON SELF-ADHERING POLYMER-MODIFIED V 16" x 8" P.G. FOOTING _ _ _ 2x8 [UG3B] P.T. LEDGER BITUMEN ICE SHIELD BARRIER [RGO5.1.2] Z PROVIDE FALL PROTECTION - - - - - - O i r - � I/2"� x 4" GALV. LAG SCREWS AT 16" O.G. 24" INSIDE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES V (TYP-3) P.G. FTG STAGGERED [R5O7.q] 36" IN51DE EXTERIOR WALL LINE FOR > 8:12 5LOPE5 Lu (� - - - - - - - - - - 4'-6" V / F 1/2" STRUCTURAL PANEL SHEATHING [R8O3.2] 1L BASEMENT ENTRANCE STAIRS r - R-3q CLOSED-CELL SPRAY FOAM (SPF) INSULATION 8" REINFORCED CONCRETE RETAINING WALL #4 REBAR AT 12" ON-CENTER EACH WAY I I LL J �(2)-2x10 P.T. GDRL I _ _ I „, STANDARD HOOK AND LAP INTO 16" x 8" P.G. 1- ° DECK FOOTING. 2" MIN REBAR COVER I I D_ m I I �q SOLID WOOD BLOCKING I I OI I m � � ABOVE � I I OI I m - - - - - - - - - - " - - - - - - CEILING JOIST Q - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - I ' 17'-10" 2836 CASEMENT 2-836-CASEMENT- 1 DRIP EDGE [RgO5.2.8.5] d 1) I EGRESS WINDOW 10" POURED CONCRETE FOUNDATION STEM WALL EGRESS WINDOW I I 1x8 WOOD FASCIA _ �tI VERTICAL REINFORCEMENT: #4 REBAR AT 12" O.G. 1/2" GYPSUM WALLBOARD I� I I V4" TO 43/4" CONCRETE COVER FROM INSIDE FACE ( I SOFFIT VENT t, ` HORIZONTAL REINFORCEMENT: #4 REBAR AT 18" O.G. I DOUBLE 2x TOP PLATE VINYL SIDING. ATTACH THROUGH RIGID J- - - - - - - - - - - - - - - - - - - - - - -� I TOP BAR WITHIN 12" OF TOP OF WALL I MINIMUM 24" LAP SPLICE LENGTH [R6023.21 INSULATION TO WOOD FRAMING PER I UPON 24" x 12" Ht CONTINUOUS P.G. FOOTING I - MANUFACTURER'S INSTRUCTIONS FOR HIGH-WIND -- - It I EMERGENCY ESCAPE t RESCUE OPENING MINIMUM 3'-0" BELOW GRADE I AREAS AND TO RESIST A MINIMUM 28 psf D6" HAIL 8311.7.8 GONGPLAT [R31O] GA5 WATER HEATER SUCTION LOAD (EXPOSURE B) OR 40 psfAND STEPS O A. 0. SMITH I I (EXPOSURE C). 15 RISERS -> QQ I 3°68 BASEMENT CAPACITY 5OZ OPVT 50 200 ga1 11 DRYWELL I I 4" P.G. SLAB cV Q � O I I PLASTIC HOUSEWRAP INSTALLED OVER FOAM NOTE: I I INSULATION. INSTALL AND TAPE ALL SEAMS PER _ - - - - __ - - - - - - - - - - - - - - -. - - - - - - - I 2x4 WALL STUDS AT 16" O.G. MANUFAGTURER'S INSTRUCTIONS [R-103.2] N I 23'-6" AFGO ZIP MODEL 4X HOLDDOWNS ARE I _ J R-I5 UNFACED FIBERGLASS BATT INSULATION O 4"cP STEEL COLUMN NOT REQUIRED FOR I R-5 I-INGH THICK EXTRUDED POLYSTYRENE (XPS) ON 2'-6"x2'-6"x12' DEEP P.G. FTG. 1/2" GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTALL USING m I I THIS PROJECT. I 3 I Q w/(3)-#5 REBAR EACH WAY GAP-HEAD NAILS WITH AMINIMUM /4" -1 I (TYPICAL-4) (3)-1.75 x 11.8-15 LVL GDR I PENETRATION;SPAGED 12" O.G. PERIMETER AND 16' O.G. FIELD. I N I (ENGINEERED DESIGN) I R-13 2" CLOSED-CELL SPF INSULATION , FLOOR PLATFORMLSO AT RIM NOT SHOWD z I I - _ - I I 1/2" STRUCTURAL PANEL SHEATHING 7,-0" F_ 7 7 f __2„ 1'-4" r - - 7'-0" 0 I I I I I +- ( � I _ 3/4" STRUCTURAL PANEL SUBFLOOR 2x SOLE PLATE m I I IL X O I BEAM POCKET L- _ _ -I L - _I L- - _J ( I � 2x BAND JOIST O I I (TYP-2) I I - 1 x I _ m 2x6 PRESERVATIVE TREATED SILL (Ur-21Q i I I 1 cv FLOOR JOISTS I COPPER TERMITE SHIELD I I OVER SILL SEAL 1..1 1 (3)-2x10 FL HDR (3)-2x10 FL HDR �N I UNEXCAVATED - I I N I �p I J L ' I _ I EXTEND SIDING TO WITHIN 12" OF FINAL N N a O I AFGO ZIP MODEL 4X WOOD SILL PLATE TO FOUNDATION ANCHORAGE GRADE FOR HISTORIC DISTRICTS 4"(P STEEL COLUMN v, O) N ON 2'-O"x2'-O"xI0" o I I [CED NOT_ 10' MINIMUM�" dia. ANCHOR BOLTS SPACED NOT I I F i rn I DEEP P.G. FTG. �p I I GREATER THAN 6 FEET ON-CENTER EMBEDDED o� Q LL I (2)-2x10 I (TYPIGAL-2) I NOT LESS THAN 7" INTO CONCRETE OR GROUTED FINISH GRADE ( 111 I ( FL HDR I L Q I - - - -1 GELLS OF CONCRETE MASONRY UNITS. THE Z I U O I BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD O l I x LL 1- I OF THE WIDTH OF THE PLATE:. A NUT AND f1 (V I 1 0 0 I I cv Q I I 0 w Q I - I WASHER SHALL BE TIGHTENED ON EACH ANCHOR !1- F lY I 1 1 I N x 7_z I G BOLT. THERE SHALL BE NOT FEWER THAN TWO z ,I ' In I- Q I 2�6$ N Lu I I I I BOLTS PER PLATE SECTION WITH ONE: BOLT n Lu (�� m W p I I I v I I I I LOCATED NOT MORE THAN 12 INCHES OR LE55 z 1 p N �-/ Z in W z THAN SEVEN BOLT DIAMETERS (3.5") FROM EACH E:_ z �i I I DECK LATERAL CONNECTION [R5O7.q.2]r w - -I I END OF THE PLATE TOTAL LENGTH ORECTION. HALLS 24 INCHES SHORTERSHALL HAVE NOT 16 _ v�0 Iia J T o Z W p I I I I 5IMP50N OTT2 cv I Q _ - - - - - - - - - - -I- INSTALL IAW MANUFAGTURER'S I FEWER THAN ONE ANCHOR BOLT LOCATED IN THE _j N ca (� Iv ,- d rcl� Q Z Q I _ SPECIFICATIONS CENTER THIRD OF THE PLATE SECTION AND F " J O (rJ (TYPICAL-6) I 3'-8" in SHALL BE ATTACHED TO ADJACENT WALL Q w V m --1 0 Q ++�- +� z PANELS AT GORNERS AS SHOWN IN ITEM q OF Q O v N v f �v z 4 D_ O W 1- - - - - - - - - - - - - - - - - - - - - -- - - - - - cv I -I � � TABLE 8602.3(1). Q v � O�t� v � ,d 1 I- I w - T_v a 0. -� O Q/ -- -- -- IN DECK I -- -- -- I p3 w� _ a }c� (2)-2x10 FLUSH - o (2)-2x10 FLUSH J Lu R-I I BASEMENT WALL BLANKET INSULATION 0- _j Q N O- O Q 0. O O X < - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - �- - - - - - - - -I J ABOVE L - �- - -- - - - - LL cz � o < O P.G. FOUNDATION WALL Q M O >s O < Q I I I CONTINUOUS HORIZONTAL REINFORCEMENT: ONE No. 4 z d f O (� L - - - - - - - - - - Q - - - - - - - - - - - BAR WITHIN 12 INCHES OF THE TOP OF WALL STORY AND ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL X 24'-4" 2'-q" 9'-2" 2'-q" 8'-O" a 2'-q" q'-2" 2'-q' Q Q Q lz STORY [TABLE R4O4.1.2(1)] 7- X 2x8 [U63B] P.T. LEDGER N EXPANSION JOINT r T_ - y� 1/2"m x 4" GALV. LAG SGREWS AT 16" O.G. STAGGERED [R5O7.q] r- - ---I �- - -I i- - -i I- - -I r- - -1 �- -� r- - ---I 4" P.G. FLOOR SLAB (2)-2x10 GDR F_ -2x10 GDR +,.. ..,. POURED CONCRETE FOOTING L - L - -1 L - I I L _ _J ON UNDISTURBED SOIL [8403.1] 6 MIL POLYETHYLENE FILM ,�• �, rtj P.G. FTG �t _ CONTINUOUS UNDER STEMWALL til a D' i- T"rF I OAL )MALL SEOT(ON 24'-8" 'T-O" 6'-6 3/161 q'-I 3/4" 8'-O" 7'-O" SCALE: NTS t f•. "` Ilk 1� 4 D )uVE-RED STEP 1 4 2023 4"x4" [UC4B] PRESERVATIVE TREATED POST WITH GALV. METAL POST BASE ANCHOR ON 12"cP x 6-0" HIGH P.G. COLUMN WITH (2)-#4 VERTICAL REBAR ON 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM A to MAXIMUM SUPPORTED LOAD AT 7' DESIGN DEPTH = 18k IN PRESUMPTIVE 2k BEARING SOIL (TYP-q) (ENGINEERED DESIGN) o � FOUNrl ) STI ON FLAN o° SCALE: 1/4" = 1 ft O 111 m Q r 1 :2) O STRUCTURAL DESIGN NOTE w w Z V WINDOW AND DOOR SCHEDULE in accordance with the 2020 ROWS; structural < Q"�� tt�� u No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL elements such as engineered wood, steel and � v - < steel/wood composite columns, beams, headers and WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE B/C OPENING COMMENTS girders that: I- J A UNITED WINDOW 3900 3050V^ 30 7/8"x 26 13/16" 5.75 sf 11.13 sf 5.75 sf 15.0 sf U=0.30 SHGC=0.31 -22.0/-26.6 psf[20 sfJ 36"x 60" A SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE W Z - B UNITED WINDOW 3900 4040V N/A N/A 11.96 sf N/A 16.0 sf U=0.28 SHGC=0.32 -22.0/-29.7 psf[20 sf] 48"x 48" B PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE 1) resist gravity loads, and v e C UNITED WINDOW 6000 3020V N/A N/A 4.30 sf N/A 6.0 sf U=0.28 SHGC=0.32 -20.0/-27.0 psf[50 sfi 36"x 24" C AWNING,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE g y V_Q 111 O D UNITED WINDOW 3900 2050VG 18 7/8"x 26 13/16" 3.51 sf 6.76 sf 3.51 sf 10.0 sf U=0.30 SHGC=0.28 -26.0/-35.1 psf[20 sf] 24"x 60" D SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE 2) are not contained in the prescriptive design Q Q iW E UNITED WINDOW 3900 3050VG^ 30 7/8"x 26 13/16" 5.75 sf 11.13 sf 5.75 sf 15.0 sf U=0.30 SHGC=0.28 -22.0/-26.6 psf[20 sfi 36"x 60" E SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE provisions of the 2020 RGNYS LL Q Q F UNITED WINDOW 4500 3131TR6016V N/A N/A 6.04 sf N/A 9.0 sf U=0.28 SHGC=0.32 -26.0/-35.1 psf[20 sfi 72"x 18" F PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE t�3 G UNITED WINDOW 6000 2836^ 24"x 35 3/4" 5.96 sf 6.29 sf 5.96 sf 9.1 sf U=0.28 SHGC=0.25 -22.0/-29.7 psf[20 sfi 32"x 42" G CASEMENT EGRESS WITH HARDWARE,VINYL FRAME,LOW-E GLASS,ARGON(BASEMENT) were designed in accordance ►kith H UNITED WINDOW 4500 PD6068V N/AV N/AV N/AV N/AV 40.0 sf U=0.28 SHGC=0.31 -20.0/-27.0 psf[50 sfi 72"x 80" H PATIO DOOR,LOW-E GLASS,ARGON,NO GRILLE ANSI/AWG NDS-2018 with 2018 supplement. I THERMA-TRU FIBER-CLASSIC FCM65/FCM65SL 36"x 80" 20 sf 5.0 sf 20 sf 34 sf U=0.23 SHGC=0.30 -22.0/-29.7 psf[20 sq CHECK UNIT I FRONT DOOR WITH SIDE-LITES,MAHOGANY,CLEAR GLASS J C.H.I.O.H.DOOR 2250 PANEL STYLE 8'x 8'± 64 t sf - 64 t sf 64±sf N/A N/A -23.0/-27.8 psf[50 sfi CHECK UNIT J RAISED PANEL GARAGE DOOR,WHITE,OPTIONAL INSET GLASS Structural elements such as walls and fenestration K THERMA-TRU SMOOTH-STAR SSF220 32"x 80" 17.8 sf 0 sf 17.8 sf 18 sf U=0.18 SHGC=0.01 N/A CHECK UNIT K SOLID PANEL 20-MINUTE FIRE-RATED HOUSE-TO-GARAGE DOOR that: L THERMA-TRU SMOOTH-STAR S206 36"x 80" 20 sf 5.0 sf 20 sf 21 sf U=0.22 SHGC=0.09 -26.0/-35.1 psf[20 sfi CHECK UNIT L HALF-LITE,LOW-E GLASS BASEMENT-TO-OUTSIDE DOOR DATE: SEPTEMBER 2023 MINIMUM HEADER SHALL BE(2)-2 x 8(4"WALLS)OR(3)-2x8(6"WALLS);WITH 1/2"(4"WALLS)OR 1"(6"WALLS)RIGID FOAM INSULATION IN EXTERIOR WALLS UNLESS OTHERWISE NOTED I) resist wind loads, And MINIMUM DESIGN PRESSURE REQUIRED FOR 140 mph WIND COMPONENT LOADS ARE BASED ON TABLE R301.2(2);MEAN ROOF HEIGHT=25 ft;EFFECTIVE WIND AREA AS NOTED IN BRACKETS[_sf] ALL FENESTRATION IN THERMAL ENVELOPE SHALL HAVE MAXIMUM AIR LEAKAGE,AND BE LISTED AND LABELED,PER ENERGY CODE R402.4.3 2) are not contained in the prescriptive design FOUNDATION PLAN d provisions of the 2020 RGNYS TYPICAL WALL SECTION were designed in accordance with ASCE 1-16 wind provisions and acceptable engineering) practice. DRAWING NUMBER where such elements occur in the plans, they are annotated "ENGINEERED DESIGN." A == 2 A -7 A-6 NOTES INDEXED TO THE 2020 ENERGY GONSERVATION GONSTRUGTIONz GODS OF NEW YORK STATE 12'-1° Io'-6 v2" 1'-lo v2° O V RI015 COMPLIANCE: This building was designed and shall be constructed to meet the 2020 EGGGNY5. Both REScheck N.S. PROVIDE RESERVED SPAGE IN SERVICE PANEL TO CODE Department of Energy) and REM/Rate (Noresco) computer FOR FUTURE SOLAR ELECTRIC INSTALLATION [TIO3.9] software was utilitze to demonstrate compliance. All Z r mandatory provisions of the 2020 EGGGNY5 - Residential WOOD STEPS Provisions are In force. O R105.2.2 WRITTEN STATEMENT= To the best of my knowledge, WALL LINE 8'-O" u- belief and professional judgement,these plans comply with the ABOVE GOSED-DELL SPF L Q Energy Code. Furthermore,as a RESNET Certified rater (LD. No. 261439"1), I certify that these plans comply with the Home ATTIC PATHWAY FOR SOLAR ELECTRIC [T103.8} A Q Q O ' Energy Rating System (HERS) program. A signed certification INSTALL 2"� VERTICAL SCHEDULE 80 PVC, CONDUIT 4 ��// O - : of compliance with the HERS program (HERO) will be submitted THROUGH ALL WALLS TO ATTIC, WITH TEMPORARY PLU65 PIG RE w Z - jof the constructed building to demonstrate compllane. OR GAPS AT EACH TERMINUS [E38o2.3.2]. I Q 1 m GYPSUM BOARD 8301.1 CLIMATE ZONE: 4A Suffolk,NY -- -__�- _------ --- 6°68 (3J-3°5° z p ® ( {- - - - (2)-1.75x11.25 LVL HDR (2)-I.75x11.25 LVL HDR e w-- ry CONTINUOUS BEAD OF DW iv (ENGINEERED DE516N) (ENGINEERED DES16N) Q Q SEALANT R401.2 COMPLIANCE: This project complies with 2) Section R405 I -� - - L - J Q m (� - Simulated Performance Alternative,and the provisions of - Q �' GYPSUM BOARD Sections R401 through R404 labeled "Mandatory." Il'-10" I I p<�< EXTERIOR _J I z 1 J� ! � Mandatorryy requirements: � 36" GUARD [8312.1] I I KITCHEN _ AIR INTAKE 0 Z> - r R40r.3 CERTIFICATE= Builder to post per Code. �LJ CONTINUOUS BEAD OF R402.4.1 THERMAL ENVELOPE= To be tested d verified to 3 -- ----------------- ----------- —I -� 23'-4" E z Q SEALANT AGH by HERS rater. See Table R402.4.1.1 In plans. _ _ _ _ m O R402.4.2 FIREPLACES: Factory built with UL 12? doors. r- z z CONTINUOUS MINIMAL R402.4.3 FENESTRATION: See window/door schedule - EXPANDING FOAM AT WINDOW R402.4.4 FUEL-BURNING APPLIANCES: All room heating and O BA EM NT ENT AGE I Q w I o BREAKFAST FAMILY ROOM ' D W -> OD 4'-4" 1'-O" _1 _ w_...i UNIT PERIMETER hot water heating appliances to be direct vent with both - - - - - - �p � X)- intake O and exhaust pipes installed continuous to the =I— O p p �0 F UL 127 LISTED AND in 1 outside. WINDOW UNIT R402.45 RECE55W L16HTIN6: IG-rated and labeled as I �z�uu O NOTE: q'-O" GEILIN6 HEIGHT LABELED 36" - Q 7 1 O FACTORY-BUILT W C5 havingan air leakage rate of not greater than 2.0 cfm T � THROUGHOUT FIRST STORY to FIREPLACE [RIO04] Q per ode. - ELEG. PANEL I000 ' ifJ 25 cfm CONT. — R4025 MAX. U-FACTOR 8 SHGG: See window schedule. I TO ERV cv Prol TECHNOLOGIES R403.1 CONTROLS: See plans for thermostat Information. N I _ R403.32 DUCT SEALIN6: All duct Joints shall be I ` I LMI5o5.4] :� MODEL T705 mechanically fastened and sealed with duct mastic r---------------I ` I PR06RAMMABLE CONTINUOUS MINIMAL sealant. Apply mastic to duct seams. THERMOSTAT EXPANDING FOAM AT WINDOW R403.3.3 DUCT TESTING= A duct air-leakage test is not UNIT PERIMETER required under exceptions I and 2. i e (3)-1.15 x 14 LVL FLUSH (37' LONG) 840335 BUILDING CAVITIES: Framing cavities shall not be II I p �- -- e F (2)-2x10 HDR NO WALL used as ducts or plenums. R403.4 MECHANICAL SYSTEM PIPING INSULATION: Insulate I I 4x4 POST mechanical system piping carrying hot water to an (j i Q O 36" GUARD [R312.1] ( R-value of not less than R-3. � l i II v 2' 6" 6'-8" O 2¢10 N R403.5.1 HEATED SERVICE HOT WATER(51-14 CIRCULATION I I HEAT DETECTOR PDR I 4x4 POST m I CONTINUOUS BEAD OF SYSTEM: Not in project. II I R403.6 MECHANICAL VENTILATION: ERV continuous J I I x 36' BAILI 6 1 O SEALANT ventilation system specified In the plans exceeds the N K 4' 4'-6" I - U to R IDN minimum efficacy of 12 cfm/watt. II I 4x4 POST R403."1 HVAC EQUIPMENT: Sized In accordance with ALGA I I Manual J and Manual S. it I SELF-CLOSING 20-min �I 6YPSUM BOARD 8403.8 MULTIPLE DWELLING SYSTEMS= Not applicable 1�_______________F � F.R. DOOR [R302.5.1] 2a-i0 20 cfm CONT. TO ERV O 36" GUARD [8312.1] R403A SNOW MELT: Not in project. GL -� I C)i - GONTiN0005 BEAD OF R403.10 POOLS AN SPAS: Not in project. N -_' -' - I - o I p j N (3)-1.75 x 14 LVL DROP HDR m 21!-712 in 8403.11 PORTABLE SPAS: Not In project. u (Y - - p j Ir--------- (ENGINEERED DESIGN) 2-6 2' o' rn NO WALL �o L ADHESIVE R404 LICWTIN6= Builder to Install high-efficiency lamps In at I I o - cv least 9056 of permanently Installed fixtures. II I INTERIOR 6ARAGE WALLS: CONTINUOUS BEAD OF I I R-15 BATT INSULATION SEALANT R405 51MULATED PERFORMANCE ALTERNATIVE: This method was i i Y2 GYPSUM BOARD Q �� cJ I DOUBLE used to show compliance with the Energy Code. REM/Rote I I LL FL HDR IL) } n software was used to model the building performoce - see �� i _� 6ARA6E GEILIN6: SMOKE $ G.O. C((�� 2020 IEGG Energy Cost Compliance report provided with = I I Y2" GYPSUM BOARD DINING ROOM _ DETECTOR (TYP) >I � - - 2" CLOSED-DELL 5PF Permit Application. REScheck was used to model the building I I Q [TABLE 8302.61 o = 1 = I LIVING ROOM xl o performance based on national standards - see REGcheck li i ~ -1 FOYER d I �tl O N — Compliance Certificate and Inspection Checklist provided with O I I 0 x xl ,- r N Permit Application. J II I 4„ HAZARD GLAZt 6 [R308.4] r( v U1 ►– III) w 11 II '' _ 14� j 14.. �I 1 4, ,^ W m Z Q CONTINUOUS BEAD OF I 24'-O" O 14'- v z W Z 1 K- ' ' SEALANT t? /, GYPSUM BOARD I (2)-1.-15 x 11.815 LVL HEADER I Q r \- Q Z w !I__ SEE PORTAL FRAMING DETAIL (2)-2x12 HDR R.A.G. I z J'I ' Q a Q iv - 3°7°/(2)-1°7° SL LI.J Z 13 ju 3050 3050 -- -- -- -- -- _ I � N � - IL � � iX W (2)-1.15 x 14 LVL FL (2)-1.15 x 14 LVL FL W n/ < J z CONTINUOUS BEAD OF O O o O QL j� -� SEALANT (2)-3050 PORCH cV (2)-3°5° Q O O 9 CONTINUOUS MINIMAL 5/4x6 DECKING (y .(1 ry Q Q Qn in + - \1 I EXPANDING FOAM AT WINDOW O O Q O O O Q UNIT PERIMETER 2'- N o z 4x4 P.T. POST x WINDOW UNIT (OR TABLE 8402.4.1.1 -2020 j WEATHER-PROOF DOOR) AIR BARRIER AND INSULATION (TYP-6) INSTALLATION (3)-2x12 HDR (ENGINEERED DE516N) (3)-2x12 HDR I COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION – _ CRITERIA A continuous air barrier shall be installed in the w•,,t;•° ••.,, building envelope- CONTINUOUS MINIMAL WOOD STEPS c ,' Air-permeable insulation shall not be used as EXPANDING FOAM AT WINDOW General requirements The exterior thermal envelope contains a a sealingmateria,. J F° I UNIT PERIMETER continuous air barrier. Breaks or ints in the airbarrier shall be seated 24'-4" 15'-2" 1'-D" 15' ,• The air barner rn any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air ff barrier shall be sealed. The insulation in any dropped cellingrsoffit °nr P y Cei,ingJanc ':t s? % ,,v t•� shall be aligned with the airbarrier. �, , Access openings,drop down stairs orknee wall ;,+ r" . CONTINUOUS BEAD OF '" t„ . doors to unconditioned attics aces shall be sealed. SEALANT Cavities within comers and headers of frame The junction of the foundation and sill plate shall be walls shall be insulated by completely filling sealed. the cavity with a material having a thermal ', GYPSUM BOARD , } resistance of R3 per inch minimum- FIRST LOOfi� PLAN A DE 11 FRED SE-P 1 a 2023 Walls The junction of the top plate and the top of exterior M wails shall be sealed- Exterior thermal envelope insulation for A-6 - CONTINUOUS BEAD OF framed walls shalt be Installed in substantial =_ ADHESIVE Knee walls shall be seated. contact and continuous alignment with the air SCALE: I/4 = I ft CONTINUOUS BEAD OF barrier. Windo:vs,skylights and doors The space between windosvJdoorjambsgnd SEALANTtram Ing,and skylights and framing shall be sealed- In t m Rim joists Rim oasts shall include the air barrier. Rim joists shall be insulated. V Floor framing cavity in shall be -( 2" CLOSED-CELL SPF installed to maintain permanent contact with the underside of subfloor decking. (� U) Floors including cantilevered floors The air bardershail be installed at any exposed Alternatively,floor framing cavity insula*ion -1 h` ,. shall be in contact with the top side of O V 7 m and floors above garages. edge of insulation. sheathing or continuous insulation installed TENSION STRAP [8602.10.6.4] O j 1�.. .;,,,,,� on the underside of floor framing-and I6 go x 3" STRAP TIE (SIMPSON CMSTCIb) O N m extending from the bottom to the tap of all INSTALL ON FRAMING INSIDE GARA6E II rimeterfloorframin members. (IN ADDITION TO UPLIFT STRAPPING OUTSIDE GARAGE WALL) — - Exposed earth in unvented crawl spaces shall be Crawl space insulation,where provided USE TOTAL OF (58)-I6d NAILS, HALF AT EACH END O Q - LL CONTIN0005SILL SEALER - Cra,.vl space walls covered with a Class i vapor retarder with instead of floor insulation,shall be ALLOWABLE TENSION = 4,585 Ib (AT 60% LOAD DURATION) - FULL WIDTH OF SILL overlapping joints taped. permanent) attached to the walls. (ENGINEERED DE516N) (TYP-4) `. Duct shafts,utility penetrations,and flue shafts DOUBLE TOP PLATE Shafts,penetrations opening to exterior or unconditioned space shall be IL O U.J �- FOUNDATION WALL sealed. O t F Batts to be installed in narrow cavities shall be cut to fit or narrow cavities shall be filled Q IX IL N arrow cavities with insulation that on installation readily = Q Q O el Q % CONCRETE SLAB conforms to the available cavi s ace. - Airsealing shall be provided tret.veen the garage m iv TRUGTURAL DESION NOTE W W i --- - -- -�- Garage separation W and conditioned shed s aces. S lY a — — Recessed light fixtures installed in the budding Recessed light fixtures insta!led in the In accordance Wlth the 2020 RGNY5; structural Q O QL � O Z — Recessed lighting thermal envelope Shalt be sealed to the finished building thermal envelope shalt be airtight (2)-1.15x11.815 LVL HEADER surface. and IC rated. elements such as engineered wood, steel and 0-ui I. _ steel/wood composite columns beams headers and z ' In exteriorwalls, batt insulation shall be cut N p Q ! neatly to fit around wiring and plumbing or O cv girders that: I--I N - Plumbing and wiring in that on installation, readily - _ 10 LU conforms to available space,shall extend s BLOCK AT SPS I) resist ravit loads, and v- behind piping and wiring. 1z PANEL EDGES gravity The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs Q (� Shower/tub on extenorwall showers and tubs shall separate the wall from the shall be insulated. 2) are not contained in the prescriptive design Q Q (X shower or tub- The air barrier shalt be installed behind electrical provisions of the 2020 RGNY5 NOTE: IT IS THE INTENT TO PROVIDE FOR A Electricallphone box on exterior walls and communication boxes. Alternatively,air-sealed CONTINUOUS AIR BARRIER AL16NE7 WITH THE boxes shall be installed. DOUBLE 2x4 FRAMING Were designed in accordance with m ,. ..� , THERMAL ENVELOPE. THIS DETAIL SHOWS HVAC supply and return register boots that TYPICAL METHODS OF AIR-SEALING USING .t.f ..: ;;: L: 2 ANCHOR BOLTS ,� VARIOUS BUILDING ELEMENTS, APPROVED HVAC register boots penetrate building thermal envelope shall be sealed PER SECTION ANS/AWG NDS-2018 With 2018 supplement. to the subfoor,wall covering or ceiling penetrated ADHESIVES AND SEALANTS. FRAMING b the boot. • r Structural elements such as walls and fenestration FI RATIONS NOT SHOWN 5UG-i AS GON GU `r o e sealed,concealed fire ss Where required ed t b 5 that: CANTILEVERS AND STAIRWELLS, 54ALL BE sprinklers shall onlybe sealed in a manner that is J ' SEALED IN A SIMILAR MANNER TO PROVIDE FOR 4` . � D 5 O A CONTINUOUS AIR BARRIER ALIGNED WITH THE Concealed sprinklers recommended by the manufacturer- Caulking or ENVELOPE IN ALL LOCATIONS. other adhesive sealants shal l not be used to fill ATE SEPTEMBER 2 23 THERMAL EN I) resist Wind loads, And voids between fire sprinkler cover plates and wal!s FASTEN SHEATHING PER CODE or ceilings. [R602.10.6.4] 2) are not contained in the prescriptive design FIRST FLOOR provisions of the 2020 RGNY5 PLAN AIR E)EAL I N I7ETA I LS AIR SEAL I N NOTES FORTAL FRAM I NO 17F-TA I L were designed in accordance with ASCE -7-16 wind SCALE: 514" I ft SCALE: I/4" I ft provisions and acceptable engineering practice. DRAWING NUMBER = = where such elements occur In the plans" they are annotated "ENOINEERED DESION." A == 5 O A � I I F- F--------------------- to I I z O I I I 4'-4" LU I I 0 HAZARD GLAZING n [R308.4.5] O �f A O 1t- 4040 O 3020 - PICTURE AWNING 3050 3050 cli IF 11 5'-0° 4 < O FREE-STANDING TUB 4" _ i_ 0 f() N 1T CI 6°16 iI— M BATH BEDROOM 4 GL BEDROOM 3 TRANSOM _ n, � !JL 8'-0" C Ht O _ 8'-0" G Ht 8'-0" 6 Ht -a--I O N N to IO WHOLE-HOUSE MECHANICAL VENTILATION [R403.6] F 13 LENNOX HEALTHY CLIMATE ERV5-Il5-TPD ENERGY RECOVERY VENTILATOR 20 cfm CONT. o TO ERV 20 cfm CONT. i to O INSTALL ERV UNIT IN CONDITIONED ATTIC. x _ HVAG EQUIPMENT IN ATTIC [MI505.4] TO ERV a i u� VENTILATION DUCTS SHALL NOT BE CONNECTED TO THE FURNACE / A.G. SYSTEM. -�' I-- �— — —y I J 6A5 OR PROPANE FURNACE: LENNOX ELIg6UH070XE366 tL --------------------------------- _ [MI505.4] Q = I J GLASS IV DIRECT VENTED TO OUTSIDE;AHRI 201848570 r--------------------- -------- § N - Pro I TECHNOLOGIES I I BATH Q MODEL T705 HEATING GAP: 64,000 Btuh;AFUE = q&.I HEALTHY CLIMATE HRV/ERVI VENTILATION PUSH BUTTON CONTROL ® v I I � PROGRAMMABLE ____,� INSTALL IN AN AGGES51BI E LOCATION ON A 2nd STORY WALL. INDOOR COIL: LENNOX GH35-306+TDR e N GL THERMOSTAT OUTDOOR UNIT: LENNOX ML14XGI-036-2306;AHRI 2033'74680 3'-O" 3'-O" *HA CJ o o STALE AIR TO OUTSIDE AND FRESH AIR FROM OUTSIDE 2E7 2�'l COOLING GAP: 34800 Btuh;SEER = 15.10 CONNECTED TO HEALTHY GLIM TE NEATHERHOOD KIT MODEL g5P07 _ INSTALL IAN MANUFACTURER'S SPECIFICATIONS I - FRESH AIR TO AN INSIDE DIFFUSER INSTALLED IN UPPER HALLWAY STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. SMOKE $ G.O. STALE AIR DUCT FROM KITCHEN HINGED EXHAUST GRILLE MODEL 18N48 TU NI O DETECTOR (TYP) S CO HALL ALL DUCTS SHALL BE 6" d1a (OR EQUIVALENT), INSULATED TO R-4.2 24-10 10'-0" RAILING I'-O" 6'-6" 5HOHE — J(2)-2x10 HDRSYSTEM TO BE SET AND BALANCED TC CONTINUOUSLY PROVIDE [M1505.4.41: (2)-I.-15xq.25LVL FLUSHMINIMUM 20 tfm EXHAUST FROM EACH BATHROOM SEARINGBI-FOLD v AN R IL (ENGINEERED DESIGN) 3°5°AND MINIMUM 25 cfm EXHAUST FROM KITCHEN. - 4x4 KITCHEN EXHAUST TO ERY IS NOT REQUIRED IF A RANGE HOOD 15 INSTALLED AND m m POST = VENTED TO OUTSIDE HAVING A MINIMUM OF 100 cfm. x DRYER NA5H R <- ON I CJ 36 H ND AI [R3113.8>1 .8] I17 DRYER EXHAUST 4'-6" 3'-2" - - - -- - - - - [M1502] 2Q I _ r N 12" x 12" AIR TRANSFER GRILL IN CEILING 0 3 O (V I DOUBLE FRAME cu Or = S I OPENING Q Q I � U Z v I X ,n N O V I 24-,10 i MASTER BEDROOM W.I.G. IT GL BEDROOM 2 N Z v 10'-0" TRAY G Ht `fl 10'-O" TRAY G Ht 4.. 4.. W 14'-O.. 4.. 5._6.. 2.-2" 14'-0" I 2)-1.7_5x14 LVL_w/HT530_M_TL STRAP AT EACH END (2)-I.-15x14 LV_L_w/HT530 MTL STRAP AT EACH END Z < dJ (ENGINEERED DE516N) (ENGINEERED DESIGN) — — -a U- O Z W 2x8 GJ AT 16" o.c. 2x8 GJ AT 16" o.c. (� )- 76 z L- _ (2)-2x10_HDR __y (2)-2x10 HDR __ LU Q Q,z -- -- _ _ O i 3" tu GLO5ED-CELL SPF ----------------------------------------------------- dJ I BETNEEN RAFTERS O- -� (2)-3°5° (2)-305° I _ < OL (Y O �4� Q O O O Oel" I t� cn o 2'_8 q,_2.. 2._8.. 8._O.. 2'_q 8._2.. 2_ 4 Q 0 I I I I I I i-1 I I ---- -------------- I I L-----------------------� 't•- "pp'.' •wpF ��'� �'�Yd Y2�y'. .. rA DE IVERED c'.r' 1 G 2023 55GOND FLOOR FLAN 50ALE: 1/4" = 1 ft m m �p Q 1L SOLAR-READY � O ~ � O CERTIFICATE O u- This home has ESTRUCTURAL DE51ON NOTE W w tau O Z incorporated features at LU JU a v Z the time of Initial In accordance with the 2020 RCNYS; structural < construction to enable the elements such as engineered wood, steel and v installation of solar steel/wood composite columns, beams, headers and < A electric. girders that: �- < 0w Z = The solar-ready roof 1) resist gravity loads, and v-1 V CONDUITzone is shown on thisL Y Q t GO UIT (� construction plan excerpt CO 2) are not contained in the prescriptive design p X Q pOC u and Is free of provisions of the 2020 RGNY5 � 0 O obstructions that would N limit placement of solar were designed in accordance with m ' panels. ANSI/AWG ND5-2018 with 2015 supplement. Plastic conduit for future Structural elements such as walls and fenestration electric wirin has been . 9 that. installed through walls at DATE: SEPTEMBER 2025 the locations shown to SOLAR-READY 1) resist wind loads, and facilitate the Installation ROOF ZONE _ of wiring between the 2) are not contained In the prescriptive dent electric service panel and p p 9n 2nd FLOOR p roof-mounted solar provisions of the 2020 RGNY5 PLAN panels. were designed in accordance with ASCE 7-16 wind provisions and acceptable engineering practice. DRAWINO NUMBER ® � � ■tom � Q� ® ® � where such elements occur in the plans, they are /� annotated "ENGINEERED DESIGN." A _ 4 CONTRACTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO ELECTRIC SERVICE PANEL [TI03.10] SOLAR-READY ZONE [TIO3.3] PROVIDES 36" WIDE A60E55 PATHWAYS FROM SAVE TO RIDGE WHERE SHOWN [R324.6]. THE 50LAR-READY ZONE SHALL Z REMAIN GLEAR OF OBSTRUCTIONS SUCH AS O BWL A BWL B VENTS, ETG. [TIO3.4] V , ' R OF LINE T-0 TABLE R802.5 2 RAFTER/CEILING JOIST BwLI I -- -`�- ---------- - -- !'` I a,b� c� d� e,g --- - - --- ----- JOINT CONNECTIONS ° Z ; ' 1 I -- - - - GROUND SNOW LOAD(psf) W WW ATTIC PATHWAY FOR SOLAR ELECTRIC [TI03.8] f F- nn ii , a S 20 30 I I� INSTALL 2"(P VERTICAL SGHEDULE 80 PVG S 1 CONDUIT THROUGH ALL WALLS TO ATTIG, WITH I I O RAFTER Z - i IIIi it TEMPORARY PLUGS OR GAPS AT EACH TERMINUS � I , RAFTER Roofs an(feet) ) LE3802.3.2]. SLOPESPACING 20 28 36 Q (inches) 12 20 28 36 12 mo �- s j ' 1z ; 9 l Required number of 16d common Q �i ' 0 nailsa°b per heel 'oint s lives°°d,e Q m ! 3 i p J p T I ; Q 9 3 - I x 1 lIL : 2 4 6 8 10 � I 4 6 8 11 cv ;f 99 p i 3:12 16 5 8 10 13 5 8 11 14 - ( � i 24 7 11 15 19 7 11 l6 21 __. I , I : - ___ ,: _ , ._ 12 3 5 6 8 3 5 6 8 I s ( � V I I p /' � � i 3 ' 16 4 6 V i I d ' , 4:12 _ � + 8 10 4 6 8 11 4 d 24 5 8 12 15 5 9 12 16 Q OST DOWN POST DOWN POST DOWN 12 3 4 5 6 3 4 5 7 i m o m i AGGE55 ROOF L-15 x 16 LVL STRUCTURAL RIDGE 5:12 16 3 5 6 8 3 5 7 9 cvI i....l I 24 4 7 9 12 4 7 10 13 1.7i x I6 L L RIDGE 12 3 4 4 5 3 3 4 5 - - ; j ' ' i 7:12 16 3 4 5 6 3 4 5 6 24 3 5 7 9 3 5 7 9 ROOF BELOW i AGGE55 ROOF i 12 3 3 4 4 3 4 9:12 16 5 3 4 4 5 3 3 4 ----- i 2x10 RIDGE 24 3 4 6 7 3 4 6 7 R E 12 3 3 3 3 3 3 3 3 12:12 16 3 3 4 4 3 3 3 4 i 1 1 { i 24 3 4 4 5 3 3 4 6 I ` S i! w e C) For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 pound per ➢ S1 , i 8'-o" square foot=0.0479 kPa. BWL 2 --- --------- ------- -------- - -- y a. 40d box nails shall be permitted to be substituted for 16d ° x x I common nails. ' I b permitted breduced25 '' ' • ,; ,- �' ACCESS ROOF � � � I: r � � Nailing requirements shall be permi e o e ' - percent if nails are clinched. g f c. Heel joint connections are not required where the ridge is supported by a load-bearing wall,header or ridge beam. Ni ' ; i d. Where intermediate support of the rafter is provided by P vertical struts or purlins to a load-bearing wall,the 2x10 RR AT 16" o.c. 2x10 RR AT 16" o.c. , 2x10 RR AT 16" o.c. 2x10 RR AT 16" o.c. I l E j E tabulated heel joint connection requirements shall be WALL LINE �.-. _.. .,.. _.. . ROOF LINE f _ ' permitted to be reduced proportionally to the reduction in _. span. / e. Equivalent nailing patterns are required for ceiling joist m OF LINE to ceiling joist lap splices. � G I G f5 I,�I I I I £ Applies to roof live load of 20 sf or less. v tr W z J5GO I D STORY f5 `tL PLAN. � g. Tabulated heel joint connection requirements assume � Z z < 50ALE: 3116 - 1 ft < that ceiling joists or rafter ties are located at the bottom n (� - z � of the attic space. Where ceiling joists or rafter ties are u } l4 PORCH ROOF BELOW located higher in the attic,heel joint connection a Z � pOi Z p z requirements shall be increased by the following factors: 0. LU > W @ () O 1� � _� m �< HC/HR Heel Joint Connection Adjustment Factor O O < 1/3 1.5 +�- Z p 0 1/4 1.33 1/5 1.25 1/6 1.2 •� ROOF PLA 1/10 or less 1.11 5GALE: 114" = 1 ft where: E3WL G BWL 0 ( BWL E 24'-4" �. 3- '-O" He=Height of ceiling joists or rafter ties measured vertically f•° QA ,.,_ BRACED WALL PANEL CALCULATIONS above the top of the rafter support walls. H =Hei ht of roof ridge measured verticallyabove the to of 4'_4„ ,'-T" 3'-O 1/2" 3'-4 I/2"I R g support p the rafter u Wind Adjustment Factors -Table R602.10.3(2) (p.187) ---- ---------- ----------- - - __--- - - ---- - -- Upper Story $ �gg,�` p(:. , f � BWL 3 I # 1 Numbered Lettered Wall Comment Wall Lines Lines ;� Exposure Category 1.00 1.00 Exposure B; 2-Sty r.-..- - Roof Eave-to-Ridge Height 0.84 0.84 T 4„ DE IV RED Wall Height 0.90 0.90 8-0 1 f �l _.. _ h+, Number of Braced Wall Lines 1.00 1.00 2 I - o 1 I I I II i N I � - 1 Additional 800 Ib Hold Down 1.00 1.00 N/A Gypsum Board Fastening 1.00 1.00 N/A BWL 4 -- - 1 i - ! la Wind Factor Total 0.756 0.756 V O D U) - - Total I' r a ---- ---s Braced Wail Bracing Braced Wall 140 mph Wind Factor Required Bracing O Line Spacing Required Length Status End Condition p I i ! Line Method B Total Bracing :i r•, I i (ft) racing (ft) Length (ft) Provided (ft) �n i- f..__.. - 30 67 7 13 23 33 OK 1 � 1 CS WSP 0.756 5.39 O r j 2 CS 30.67 7.13 0.756 5.39 19.00 OK 1 - 1 A CS-WSP 37.00 8.40 0.756 6.35 31.00 OK 1 p O O = B -W P 37 4 7 i F- 1L CS S .00 8. 0 0. 56 6.35 23.00 OK 1 Wind Adjustment Factors -Table R602.10.3(2) (p.187) STRUCTURAL DEVON NOTE w W t0. Z Lower Story � V Z In accordance with the 2020 RCN`1'S; structural O I Dwelling Garage Comment IL cv elements such as engineered wood, steel and A Exposure Category 1.00 1.00 Exp B; 2-Sty(Dwelling); 1-Sty(Gar) steel/wood composite columns, beams, headers and Q ° OL Roof Eave-to-Ridge Height 0.93 0.76 T-8" (dwelling); 6'-0" (garage) girders that: F- N Wall Height 0.95 1.00 9'-0" (dwelling); 10'-0" (garage) U tu Z - _ , 1) resist gravity loads, and Q 1 Number of Braced Wall Lines 1.00 1.00 2 (dwelling &garage separate calc Additional 800 Ib Hold Down 1.00 1.00 N/A 12) are not contained in the prescriptive design O Q a N I ___-_-_- !" _-_-_-_ I , _ _- Gypsum Board Fastening 1.00 1.00 N/A provisions of the 2020 RCN1r'5 ,t;- Q O BWL 5 _ -1'-6" Wind Factor Total 0.884 0.760 » were designed in accordance with m - AN51/AWG NDS-2018 with 2018 supplement. 1 11 1• 'I I Total Structural elements such as walls and fenestration Braced Wall 140 mph Bracing that: Braced Wall Bracing Line Spacing Required Wind Factor Required Length Status End Condition q Line Method (ft) Bracing (ft) Total BracingProvided (ft) DATE: SEPTEMBER 2025 I 9j Length (ft) 1) resist wind loads, and 3 CS-WSP 31.67 13.67 0.884 12.08 18.33 OK 1 2) are not contained in the prescriptive design WALL BRACING 4 CS-WSP 22.33 5.47 0.760 4,16 24.33 OK 1 1- - - - ----- provisions of the 2020 RGN`r'S ROOF PLAN 5 CS-WSP 31.67 13.67 0.884 12.08 29.33 OK 1 FIRST STOfi�Y31�1L 'L1� C CS-PF 24.33 5.87 0.760 4.46 8.00 (at 1.5x) OK N/A were designed in accordance with ASCE -1-16 wind D (gar) GB 24.33 11.73 0.760 8.91 9.00 OK N/A provisions and acceptable engineering practice. DRAWING NUMBER SCALE: 5/16" = I ft D(dwelling) GB 37.00 16.80 0.884 14.84 20.33 OK N/A where such elements occur in the plans, they are n E CS-WSP 37.00 15.80 0.884 13.96 32.00 OK 1 annotated "ENGINEERED DESIGN." #� _ 5 Z 2x4 COLLAR TIE AT 48" O.G. TYPICAL ROOF R-3q ASPHALT ROOFING SHINGLES OVER 15# FELT OVER O 1.15 x 16 LVL STRUCTURAL RIDGE Y2" STRUCTURAL PANEL SHEATHING OVER I- (SEE ROOF PLAN FOR POST LOCATIONS) 2x10 RAFTERS AT 16" O.G. R-3q 6" THICK CLOSED-CELL SPRAY POLYURETHANE FOAM (SPF) ROOF ________________________________________________, WITH Y2" 6YP5UM WALLBOARD OR OTHER THERMAL BARRIER [R316.4] OR WITH AN APPROVED FOAM PLASTIC ASSEMBLY [R316.61 ----------------------- ------------------------------------------------ ----- I 2' SOLID WOOD BLOCKING O I U I , _ _ _ _ _ _ _ I Q - - - - - - - - .- - - - - - - - I GABLE WALL INSULATION: 2x12 GROSS-RIDGE 12 12 - - - - I CONTINUOUS R-5 I-INGH RIGID FOAM XPS; I- CAVITY R-13 3" CLOSED-CELL SPF FALSE GABLE 5.25 _ —�5.25 W jn 1 FULL-HEIGHT 5HEATHI BEHIND 1NO LEDGER O U ------------- ------------ ---------------------------- ---------L-------------------------------------------------------� SEALED I�TTIG �INDIREGTLY CONDITIONED) ------------------- - CEILING 2x6 RAFTERS AT 16" O.G. 12 2x8 GJ AT 16" O.G. SMOKE $ G.O. 2" SOLID _ -' -- WW MASTER BATH - - -� I LAUNDRY >I - - - FAMILY BATH � Ix8 TRIM BDARD 8� 5 DETECTOR IN ATTIC WOOD BLOCKING > ( ->�- I - - - - ->T - - - - � I > > ' I SOFFIT VENT -- 0 to I . '� int ilii � in1 NI u? I I �i I i u? i inl >nI i � �- WGI I I WASHER I I I WG I I TYPICAL INTERIOR WALL 4" (2)-1.15x14 LVL FL HDR 1/2GYPSUM LAV. LAV. I I I I I LAV. i 2x4 STUDS AT 16 O.G. " # - NOTCH TOP SIDE UNDER ROOF BOARD FINISH y (2)-2x4 TOP PLATE;2x4 50LE PLATE J NOTE: ALL DUCTS SHALL BE TUB I'-O" MAX. NOTCH DEPTH = 5 Y2° -I I I I I Y2" GYPSUM WALLBOARD ON BOTH SIDES TUB I I I (2)-2x10 HDR �3 LOCATED IN THE ATTIC, INTERIOR TYPICAL EXTERIOR WALL R-20 p SECOND STORY WALL CAVITIES ^ 1 I ( I 2x4 STUDS AT 16" O.G. �' z AND SECOND FLOOR PLATFORM. v ) I SHOWER I I I (2)-2x4 TOP PLATE;2x4 50LE PLATE FZ MIN. R-4.2 DUCT INSULATION. 2nd FLOOR ----_L_--- ____ -__I_______ ----- - I__ ____ __________ ___________________i (2)-2x6 HEADERS UNLESS OTHERWISE NOTED ON PLAN l O I-I/2' W I-I/2" 1^l1 3" W 2" W 2" W I 2 �y I 2" W 3" W I-I/2" W I R-15 UNFAGED FIBERGLASS BATT CAVITY INSULATION BEDROOM 2 n HALL BEDROOM 5 I VINYL SIDING OVER HOUSEWRAP OVER R-5, I" XPS INSULATION " C.0. 2� W 3° W 2 W I 2" H I 3 W 2 W G.O. OVER 1/2" STRUCTURAL PANEL SHEATHING GS-HSP (2)-1.75 x 14 LVL FLUSH HDR WOOD FLOORING OVER F- 3/4" PLYWOOD SUBFLOOR --------------------------------- --------------------------------------I-- -------------------- -----------------------------------------------------J CEILING - - - - - - - - - - � � - I - - POWDER KITCHEN i R-13 2" CLOSED-DELL 5PF AT RIM JOIST „ 14' TJI-560 FJ AT ib" O.G. II 14 TJI-560 FJ AT 16" O.G. _ (� V >I _ I (2)-1.15 x 14 LVL FLUSH HDR z STAIRS Q (3)-1.75 x 14 LVL O a o � tf1 tf1 u? I N BOI/2" GYPSUM Z ARD FINISH X11 Iw HG I I KIT SINK i -�I I I LAV. I DH I �I I LIVING ROOM zI I i z FAMILY ROOM I I tk11 IItY i UJI1 j 15t FLOOR PLATFORM m HOOD FLOORIN& OVER ist FLOOR ----------I-- ------------------ ------ ---------------- -------------------------------; 2x10 5/4" PL HOOD AT 5UBFLOOR O.G. -------------- ----------- ---------- FLO 1-1/2" W 3" W I 2' H G.O. 2" W 3 H 3" W 2 H GO GROSS BRIDGING AT MIDSPAN 1--------------------------------------------------------------------------------------------------------------------------------------- I CEILING R-13 2" CLOSED-CELL SPF !1 II i AT RIM JOIST - F- -� - - II F.A. . I 1 STAIRS I, 75 x 11.815 LVL GDR 4 BASEMENT FINISHED GRADEN I (4)-3/8" LAG 5GREWS I FINISHED GRADE (INDIREGTLY GONDITIONED) SILL CONSTRUCTION: 4 SLOPE 6" IN 10' MIN. AHAY FROM BUILDING 2x6 P.T. (UG3B) SILL ON TERMITE SHIELD V G.O. H I I J ON SILL SEAL WITH 1/2" ANCHOR BOLTS v O (SEE TYPICAL HALL DETAIL) TO APPROVED (� HOUSE TRAP Lu SANITARY SYSTEM 10" POURED CONCRETE FOUNDATION STEM WALL � O s BASEMENT FLOOR I Lu VERTICAL REINFORCEMENT: #4 REBAR AT 12" O.G. N cV m W V - -----------------------------------------------------------------J 14" TO 4j" CONCRETE COVER FROM IN51DE FACE 1I 1 (n to Z fV ------------------------ ------------ - - Q FULL HEIGHT R-II BLANKET WALL INSULATION J-1-1 v 1� i�LUM 3I NO fig' I S id D I Oi�,�M HORIZONTAL REINFORCEMENT: #4 REBAR AT 18" O.G. E AS MANUFACTURED BY CERTAINTEED CORP. < u- W z TOP BAR WITHIN 12" OF TOP OF WALL 1/2" GYPSUM - ASTM E54 MAX. FLAME SPREAD INDEX _<_ 25 } '4 't ') Z IY BOARD FINISH MAX. SMOKE DEVELOPED INDEX S 50 IQ - - -j�_ O Lu SCALE: NTS UPON 24" x 12" Ht CONTINUOUS P.G. FOOTING [R302.11 p )- 0 WW Z MINIMUM 3'-0" BELOW GRADE 4" P.G. FLOOR SLAB Z Cj DQ.. Z � O z TOP OF BASEMENT SLAB (U O > pQ 30"x 30"x12" DEEP P. GONG. SPREAD FOOTING N (� O Q w/(3) #5 REBAR E.H. ++— v z < Q R I DOE TENSION ST AF: I 3R IAP STRAP OVER O-d COMMON NAIRLSFTER A EACH END OF STRAP SECTION A � Z SCALE: I/4, - I ft .^^� 1-� • RAFTER TO STUD. WRAP STRAP OVER RAFTER (4) 8-d COMMON NAILS AT EACH END OF STRAP ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED IAW MANUFACTURER'S 5PEGIFIGATION DEL. VEREO 1 LQ?3 WHERE RAFTER ALIGNS WITH STUD 2x ROOF RAFTERS AT 16" O.G. lYl m USE GALV. HURRICANE TIE BETWEEN O It EVERY RAFTER AND THE ROOF BEAM O ---� 2x CEILING JOISTS AT 16" O.G. O 0 USE (3)-Ibd NAILS AT RAFTER HEEL JOINT CONNEGTI0 O= „i o ROOF BEAM (SEE PLAN FOR SIZE) Q j� U63A PRESERVATIVE TREATED 16 � lu NALL STUD TO MALL STUD ' ASSEMBLE WITH 10-d NAILS 2x EXTERIOR HALL O ^ n (� _ STRAP OVER OR UNDER SHEATHING 12" O.G. STAGGERED ALONG LENGTH O (4) 8-d COMMON NAILS AT EACH END OF STRAP MT530G STRAP-TIE O r �I � Z SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 7 VENTED VINYL SOFFIT EACH RAFTER 0) 1X Z (�(� 1x8 TRIM BOARD O O O IL UPLIFT GONNECTION5: C515 GALV. COIL STRAP Q R-30 BATT INSULATION O IOL �a USE (2) AT EACH POST, TOP 4 BOTTOM STUD TO FLOOR JOIST I-i/4' WIDE 20-GUAGE � O Q 1X 5/4"x6" DECKING (4)-IOd NAILS AT EACH END SIMPSON COIL STRAP GALVANIZED STEEL STRAP OL-10d Q Q PERPENDICULAR TO JOISTS IL W (2)-8d THREADED NAILS OR (4)-8d NAILS AT EACH END EACH SIDE OF WINDOW AND W W Z T (2)-No. 8 WOOD SGREWS AT 4x4 HOOD COLUMN 2x SOLID BLOCK d AIR-SEAL BETHEEN FJ DOOR OPENINGS. INSTALL V EACH SUPPORTING MEMBER UG3B PRESERVATIVE TREATED 2x RIM BOARD PLATES TO JACK STUD.STRAP FROM TOP OF TOP Q D- ]� Z V [R501.11 REST DIRECTLY ON FLOOR BEAM p-,MINIMUM LENGTH BELOW �- UJ FLOOR BEAM (SEE PLAN FOR SIZE) CANTILEVERED FLOOR JOIST HEADER = LENGTH ABOVE FLOOR JOISTS UC3B PRESERVATIVE TREATED BOTTOM OF HEADER I-J M (SEE PLAN FOR SIZE) ASSEMBLE HITH TWO ROWS OF IOd NAILS O W Z STUD TO 51 LL 'L T1= : UC3B PRESERVATIVE TREATED 16" D.G. ALONG EACH EDGE [R501.51 V-1 WRAP STRAP UNDER 51LL PLATE PER CODE _X16" OSB 8 VINYL SOFFIT 0 (6) 8-d COMMON NAILS AT EACH END OF STRAP GRADE SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 7 4x4 V4000 POST FLOOR JOIST TO WALL: IL 0 O UG36 PRESERVATIVE TREATED 51MP50N H2;(5)-8d NAILS TO FJ 8 (5)-8d NAILS TO STUD ° :3 dl 2x EXTERIOR WALL • O m .� � • :. ,<. • � e. , . .. �•.. PB44 HOT-DIPPED GALV. ALTERNATE WHERE FJ/STUD MISALIGNS: a POST BASE ANCHOR FLOOR JOIST TO PLATES: ° a SIMPSON 142.5;(5)-8d NAILS TO FJ, (5)-8d NAILS TO PLATES , PLATES TO STUD: ° 12"4) x 6-0" HIGH P.G. COLUMN HITH (2)-#4 SIMPSON H2.5;(5)-8d TO PLATES, (5)-8d TO STUD ° VERTICAL REBAR ON DATE: SEPTEMBER 2025 ' 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 REBAR EACH HAY, REBAR 4" ABOVE BOTTOM SECTIONS 4 DETAILS H I O H-N I ND UPLIFT 5TRAPP I NO TYF I OAL FORGH 17ETA I L DETAIL AT FLOOR OANT I LEVER TENSION STRAP I NO AT NALL OVEN I NO5 DRAWING NUMBER SCALE: NT5 SCALE: NTS SCALE: NTS 50ALE: NTS NOTE: ALL METAL STRAPPING SHALL BE 1 1/4" x 20 GAGE (SIMPSON 0520 COILED STRAP). A - & STRAP LENGTH SHALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE-PUNCHED HOLES. NOTES INDEXED TO "2020 RE51 DENTI AL CODE OF NEW YORK STATE 1 RIOI.i UNIFORM CODE: All work shall conform to the New York State Uniform Fire Prevention and Building Code - M NY RR TABLE R301.2(1) WIND COMPLIANCE PATHWAY NOTES and publications Incorporated by reference therein. ZO CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA RI05.2 BUILDING PERMIT: A bullding permit shall be Issued by the (- WIND DESIGN SUBJECT TO DAMAGE FROM WIND DE51ON STANDARD: 2020 RGNY5 Town prior to the start of work. A cop of the building permit 0 and approved construction documents Shall be kept on-site FLOOD ULTIMATE DEVON WIND SPEED: OBTAINED FROM � until po ect completion. y p GROUND SEISMIC WINTER ICE BARRIER AIR MEAN F, SNOW Seed Topographic Special wind Windborne DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL https://hazords.otrounrll.org FOR THE PROJECT LOCATION: p p pWeathering Termite HAZARDS P 9 LOAD m h CATEGORY g de th TEMP REQUIRED INDEX TEMP N 41.I ISQ W 72.3515 THIS NEW RESIDENTIAL STRUCTURE UTILIZES RI06fsled 51 The OF 5 Education Ion De arificat of Avth D'AmaroIs ZO 1 ( p ) effects region debris zone p WIND DE51ON 15 NOT REQUIRED IN ACCORDANCE WITH FIGURE p g V PRE-EN&INEERED WOOD CONSTRUCTION Engineering and Surveying,P.G. ("Designer") to provide 25 psf 128 None No No B Severe 36" M to H 15 OF Yes None 599°F-DAYS 51.0° F R501.2(5)B FOR FLOOR FRAMING AND ROOF FRAMING. professional engineering services. However,the Designer has 1Y MANUAL J DESIGN CRITERIA-Central Islip MEAN ROOF HEIGHT 15 NOT GREATER THAN 30 FEET [TABLE not been retained to provide construction engineering, R301.2(5)] THE OWNER SHALL NOTIFY THE TOWN AND supervision nor inspection,and therefore is not responsible LL Winter Summer Altitude correction Indoor design Design temperature Heating temperatureEXPOSURE CATEGORY: EXPOSURE B AFFIX THE ABOVE SIGN IN ACCORDANCE for work performance of the builder. The builder shall 0 Elevation Latitude cooling temperature cooling difference WITH TITLE la M'CRR PART 1265 Immediately notify Designer, In writing, If there Is any w heating g factor p g COMPONENT AND CLADDING LOADS [TABLE R301.2(2)] DO NOT discre ane found between field condition 0 p y s and plan a 20 ft 41° North 150 99% outdoor DB 85° 1% outdoor DB 0.999 70°F 75°F 55°F REQUIRE ADJUSTMENT COEFFICIENTS [TABLE R301.2(3)] dimensions,especially with regard to existing construction. Z U) Cooling temperature Wind velocity Wind velocity Coincident Winter Summer - MAIN ROOF UPLIFT CONNECTION FORGE = 228 plf (50'-0" roof 8301.2.1 WIND DESIGN: In accordance with Figure R301.2(5)B,wind � Daily range span, 140 mph, pitch less than 5:12) [TABLE 8802.11] deslgn Is not required. This building is designed in heating coolin wet bulb humidity humidity WALL-TO-WALL UPLIFT CONNECTION FORGE = 168 plf difference 9 g accordance with the wind provisions of the 2020 RGNY5. 10°F 15 mph 7.5 mph 72°F Medium 16°F to 25°F NIA 50% (design) - WALL-TO-FOUNDATION UPLIFT CONNECTION FORGE = 108 plf nj 83012.1.2 PROTECTION OF OPENINGS: This building Is not located Q UPLIFT METAL FRAMING CONNECTORS ARE REGiUIRED AT TOP n a Wtndborne Debris Region. AND BOTTOM OF ALL BRACED WALL PANELS [8602.3.5]. 83012.4 FLOODPLAIN: This building Is not located In a flood # hazard area. y - c LU R301.5 LIVE LOADS: Minimum uniformly distributed live loads: tQLC1 Attics without storage 10 psf,Attics with storage 20 psf, O Balconies 4 decks 40 psf, Rooms other than sleeping rooms 40 psf,5leeping rooms 30 psf,Stairs 40 psf TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1) FASTENING SCHEDULE (CONTINUED) TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) 8301.6 ROOF LOAD: Roof Design Load Is based on the greater of the Ground Snow Load (20 psf,applied per ASCE-1) and NUMBER AND TYPE NUMBER AND TYPE SPACING`OF FASTENERS projected roof live load per Table 8301.6. Span table ITEM DESCRIPTION OF BUILDING ELEMENTS a,b,c 1 7 SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS b,c SPACING AND LOCATION NOMINAL MATERIAL a b deslgn corresponds to the 30 psf ground snow load column to OF FASTENER OF FASTENER THICKNESS DESCRIPTION ' OF FASTENER AND LENGTH Edges Intermediate account for unbalanced load conditions. Roof Floor (inches) support (inches) (inches) 8301.8 NOMINAL SIZES: Dressed lumber dimensions spectfied on 1 t „ „ (inches) these plans are nominal sizes. Engineered wood dimensions 4-8d box(2 x 0.113 ),or 4-8d box(2 x 0.113 ), or "9 Wood structural panels,subfloor,roofs and wall sheathing to framing and particleboard wall sheathing to framing'-- ramin (LVL,PSL, I Joists, glu-lams,etc) are actual dimensions, 3-8d common(2%"x 0.131");or 3-8d common(2%"x 0.131"); or P g g P g g 1 Blocking between ceiling joists or rafters to top plate 3-10d box(3"x 0.128"); or Toe nail 21 Joist to sill,top plate or girder 3-10d box (3"x 0.128");or Toe nail Staple 15 ga. 1 % 4 g 8302.1 FIRE-RE515TANT EXTERIOR WALLS= All exterior walls and 1 3-3"x 0.131"nails 3-3"x 0.131"nails Up to%2 0.097-0.099 Nail/q 3 6 projections shall be located at least 5 feet from lot lines and are not fire-resistance rated. 4-8d box(2Y2"x 0.113");or 8d box(2 2"x 0.113 ) 4" o.c.toe nail Staple 16 ga. 1 3/ 3 6 1e302A FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR 3-8d common(2 2"x 0.131")' or Rim joist,band joist or blocking to sill or top plate 8d common(2 2"x 0.131")' or 0.113 Nail 2 3 6 WALLS AND CEILINGS: Gypsum wallboard Is a Glass A finish 2 Ceiling joists to top.plate � Per joist,toe nail 22 roof applications also '� � t9 s Staple 15 and 16 a 2 having a F51 = 15 (req'd max. 200) and a 5DI = 0 (req'd max. 3-10d box(3 x 0.128"); or ( Pp ) l0d box(3 x 0.128 ),or 6 o.c.toe nail 32 and/ P g 4 8 450);and complies with Code. 3-3" x 0.131"nails 3"x 0.131" nails 0.097-0.099 Nail 2%q 4 8 R302.I0 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR Ceiling joist not attached to parallel rafter,laps over 4-10d box(3"x 0.128");or 3-8d box(2 2"x 0.113");or Staple 14 ga. 2 4 8 INSULATION: Exposed insulation that Is not Installed In 3 partitions [see Sections R802.3.1 R802.3.2 and Table 3-16d common(3%?'x 0.162"); or Face nail 2-8d common(2!/2"x 0.131")' or Staple 15 ga. 1 %4 3 6 concealed spaces having substantial contact with cavity 8802.5.1(9)] 4-3" x 0.131 ) 23 1"x 6" subfloor or less to each joist 3-10d box 3"x 0.128" ; or Face nail 2332 and 3/ i surfaces shall have a F51 s 25 and a 5DI 5 450. See plans ( ) 0.097-0.099 Nail 2/ 4 8 for exposed insulation valves. 2 staples, V crown, 16 ga., 1 %q" long Staple 16 a 2 Ceiling joist attached to parallel rafter(heel joint) p g 4 8 8302.11 FIRE BLOCKING: Use approved material to flreblock 4 [see Sections 8802.3.1 and 8802.3.2 and Table Table 8802.5.1(9) Face nail 3-16d box(3 2"x 0.135");or Staple 14 ga. 2%q 4 g around all penetrations of the floor and ceiling planes,and 8802.5.1(9)] 24 2 subfloor to joist or girder t „ Blind and face:sail 2-16d Common 3/2 x 0.162 t where otherwise specified by the 2020 RGNY5. ( ) 0.113 Nail 2/q 3 6 3-16d box 3%" x 0.135" ' or 1 Staple 15 a. 2%q 4 8 8302.12 DRAFTSTOPPING: Not needed for this project. 4-1Od box(3"x 0.128"); or 25 2"planks(plank&beam-floor&roof) ( t „ )' At each bearing,face nail p g 5 Collar tie to rafter,face nail or 1 1/" x 20 ga.ridge strap 3-1 Od common(3"x 0.148");or Face nail each rafter 2-16d common(3/ x 0.162 t to rafter ) 0.097-0.099 Nail/ 4 c 8 R302.13rojectREunde�Exceptlo04 FLOORS: Not needed for this 4-3 x 0.131 ) 3-16d common(3 2" x 0.162"); or SPACING O FASTENERS :: :: . NOMINAL MATERIAL a b R302.14 COMBUSTIBLE INSULATION CLEARANCE: Recessed Y2"„ „ • 4-IOd box(3 x 0.128 ), or DESCRIPTION ° OF FASTENER AND LENGTH d luminaires shall be IG-rated I/A/W NI102.4.5 with separation 3-16d box(3/ x 0.135 ),or 26 Band or rim oast to oast :� :: End nail THICKNESS . 1 2 toe nails on one side and 1 toe J J 4-3 x 0.131 nails' or (inches) Edges Body of panel from Insulation per listing. 6 Rafter or roof truss to plate 3-1 Od common (3"x 0.148"); or (inches) p g' Z V PP 4-3 x 14 ga. staples, /6crown ( ) (inches orches . 4-1Od box(3"x 0.128")• or nail ono opposite side of each rafter '� � �' ) (inches) ' or truss' I I R308.4 HAZARDOUS GLAZING LOCATIONS: Tempered glass or 4-3"x 0.131"nails Nail each layer as follows: 32" o.c. Floor underlayment; plywood-hardboard-particleboardf-fiber-cementh other approved safety glazing material shall be Installed In O 20d common(4"x 0.192"); or and adjacent to door panels;wlhin 60 Inches of wet surfaces; L m W V at top and bottom and staggered. Fiber-cement and at locations where shown on the plans. m Z O 4-16d box(3 2"x 0.135"); or 1 Lu z 3-IOd common 3" x 0.148" ' or 10d box Y x 0.128"); or 24 o.c. face nail at to and bottom 3d corrosion-resistant rip shank nails Z- ( )' Toe nail ( )' p g 3 6 R30Q.1 GARAGE FLOOR SURFACE: Garage floor shall be 5-Inch �::, � Z 4-1Od box(3"x 0.128");or 3"x 0.131"nails staggered on opposite sides (finished flooring other than tile) hick poured concrete sloped 1/4-Inch per foot toward vehicle v O -a W Roof rafters to ridge,valley or hip rafters;or roof rafter 4-3"x 0.131"nails 27 Built-up girders and beams,2-inch lumber layers entry doorway. La (n Q = F Z 7 „ • „ „ 3 6 R310 EMERGENCY ESCAPE AND RESCUE OPENINGS: It Is the O � � O And: Staple 18 ga.,along,%q crown w t� i- O to minimum 2 ridge beam 2-20d common 4 x 0.192 or (finished flooring other than tile) pC t JZ 2-16d common 3 1/2" x 0.162" ; or End nail „ ( „ (. )' ) p /a 1 /long x .121 shank x.375 head diameter corrosion-resistant 8 8 the manufacturer comply the o openings where requirements by Q � } a w � ® O g' 3-16d box(3%2"x 0.135") or Face nail at ends and at each splice responsibilitySuppliedLU 3-lOd box 3"x 0.128" or t the manufacturer com I with t e dimensional re virernents for 1L 3-1 Od box(3"x 0.128"); or ) 3-3 x 0.131 nails (galvanized or stainless steel)roofing nails(for tile finish) emergency p g required. (�/ t^-� ly Q 3-3"x 0.131"nails 1 :: ] ion No. 8 x .375 head diameter ribbed wafer-head screws R31I.'1 STAIRWAYS: Interior stairways shall be pre-assembled p- +�- O 4 4-16d box(3/ x 0.135 ), or 4 g> 8 g wood units. The maximum riser height shall be 6-1/4 Inches and ry O < Wall 3- common 3 16d 2 x 0. " 162")�' or Plywood(for tile finish) the minimum tread depth shall be cl inches,plus nosing where 16d common(3%"x 0.162 24" o.c. face nail Z 28 Ledger strip supporting joists or rafters (4-lOd box(3"x 0.128");or At each joist or rafter,face nail required. Provide handrotls per Code. Q ") 8 Stud to stud(not at braced wall panels) 1 O box(3" x 0.128");or4-3"x 0.131"nails 1 X ring or screw shank nail-minimum 8312.1 6UARD5: Walking surfaces more than 30 Inches above 16"o.c. face nail i 5 t 3 6 grade,and steps leading thereto,shall have guards that X 3 x 0.131 nails 2-1 Od box(3 x 0.128 ); or 2-8d common X and/6 12/ga. (0.099 ) shank diameter conform to Code. y� 29 Bridging or blocking to joist 1 „ „ . Each end,toe nail (2/ x 0.131 ), or 2-3 x 0.131 nails Staple 18 ga. 16d box 3 2"x 0.135" or s, ib crown width 2 5 1-1 Stud to stud and abutting studs at intersecting wall ( )' 12 o.c.face nail R3I22 WINDOW FALL PROTECTION: Windows with sills less than 9 corners(at braced wall panels) 3"x 0.131"nails SPACING OF FASTENERS t t s is t 1 X ring or screw shank nail-minimum e 24" above finished floor and greater than-12" above grade 32, /, 32 and;/2 6 8 shall be protected per Code. 16d common(3%2"x 0.162") 16"o.c. face nail MI DESCRIPTION NUMBER AND Intermediate 12 2 ga. (0.099") shank diameter 16d common(3%2"x 0.162 ) 16" o.c. each edge face nail TE OF BUILDING ELEMENTS TYPE OF FASTENERa°b` Edges h supports',' 1 %2 ring or screw shank nail-minimum R314 SMOKE ALARMS AND HEAT DETECTION: Interconnected f. p ( " " ' i " ;pacer) (inches) 3 6 smoke alarms,carbon monoxide alarms,and heat detection 10 Built-up header 2 to 2 header with/ acer ,� „ inches t9 s 23 3 12 2 ga. (0.099" shank diameter 16d box(3 2 x 0.135 ) 12 o.c. each edge face nail (inches) 32, /s, 32 and/q ) alarms shall be Installed at all locations shown on the plans. sheathing interior wall g P g g P g %z 6 8MONOXIDE ,, <•. i. t`, , • , , i .., 5-8d box(2%"x 0.113 );or Wood structural panels, Tab1eR602.3(3)f fordwood tructurapanel exterior sheathing nicto wall framing] to framing Staple 16 a.,fl X15 Specified sALARMS: Install at all locations 11 Continuous header to stud 4-8d common(2/2 x 0.131 ) or Toe nail [ P g g1 Hardboard P P 4-10d box(3"x 0.128") 6d common(2"x 0.113")nail f 12 long ring-grooved underlayment nail 6 6 R31'1 WOOD DECAY PROTECTION: Lumber specified In the plans 30 %" -%" ; 6 12 as pressure reservotive- treated (P.T) shall be in Y2"" " subfloor,wall P p 16d common(3/ x 0.162 ) 16 o.c. face nail ( ) 0.200 4d cement-coated sinker nail 6 6 accordance with AWPA UI for the intended use and location. 12 Top plate to top plate 1 O box(3"x 0.128"); or31 1%2" - 1" 8d common nail 22"x 0.131 6 12f Staple 18 ga.,Ys lop (plastic coated 3 6 Fasteners shall be hot-dipped galvanized steel,stainless 12 o.c. face nail steel,silicon bronze, copper or 1/2" diameter or greater 3"x 0.131"nails i - t l Od common(3 x 0.148 )nail; or 6 12 Particleboard steel bolts. 32 1 1 8d(2 2"x 0.131")deformed nail / 4d ring-grooved underlayment nail 3 6 g J`p 1 4 2023 g 3 R401.4.1 GEOTECHNICAL: Footings and foundations shall rest on 'UERED Other wall sheathing Staple 18 ga., /long /6 crown 3 6 undisturbed soil with a minimum load-beam value of 2,000 8-16d common(3 2"x 0.162"); or g Face nail on each side of end joint1 2" galvanized roofing nail,%6"head 6d ring-grooved underlayment nail 6 10 psf. Visually graded soils that have this load-bearing value 13 Double top plate splice 12-16d box(3 2"x 0.135"); or (minimum 24" lap splice length 33 2" structural cellulosic fiberboard sheathing t 3 6 s Include GW 4 GP-gravel and sandy gravel;GM 4 GC-slity and 12-1Od box(3 x 0.128 ),or diameter,or 1 crown staple 16 ga., 1 /q long Staple 16 ga., 1 %long,X crown 3 6 clayey gravel;5W 4 5P-sand and gravely sand;5M 4 50-silty each Side of end joint) and clayey sand. Unsuitable subsoil material encountered 12-3"x 0.131"nails 1 X"galvanized roofing nail,%6" head t s 6d ring-grooved underlayment nail 6 10 civrin� excavation shall be excavated and replaced In-situ m 34 2 32" structural cellulosic fiberboard sheathing t :: 3 6 /z:/s 5 3 with /4" crushed stone to a minimum depth of 8 Inches or AOBE. diameter,or 1 crown staple 16 ga., 1 /q long Staple 16 ga., 1 /long,/crown 3 6 P m v Ul 16d common(3 2"x 0.162") 16"o.c. face nail t „ s 1 %2" galvanized roofing nail; staple galvanized, 84022 CONCRETE: Basement walls,foundation walls,exterior p _. Bottom plate to joist:,rim joist,band joist or 35 / gypsum sheathing 1%"ion 1 1/" screws T e W or S 7 7 walls and other vertical concrete work exposed to the 14 16d box 3 1 " x ") g� For SI: 1 inch=25.4 mm. weather shall be air entrained stone concrete with a minimum No ul blocking(not at braced wall panels) ( /z 0.135 ,or 12"o.c. face nail 3" x 0.131"nails 1 4" galvanized roofing nail; staple galvanized, compressive strength of fe,=3000 psi at 28 days. Porches, O ` ! 36 X" gypsum sheathings s :� s :: 7 7 a. Nail is a general description and shall be permitted to be T-head modified round head or round head. carport stabs and steps exposed to the weather,and garage 1 Z 3-16d box 3 2"x 0.135" or 3 each 16"o.c. face nail 1 / long; 1 / screws,Type W or S g P p floor stabs shall be air entrained stone concrete with a ci j Bottom plate to joist,rim joist,band joist or ( )� b. Staples shall have a minimum crown width of%6-inch on diameter except as noted. minimum compressive strength of Pe,=3,500 psi at 28 clays.15 2-16d common(2%"x 0.162")• or 2 each 16"o.c. face nail Wood structural panels,combination subfloor underlayment to framing p p P 9 P y • � � blocking(at braced wall panel) „ „ „ c. Nails or staples shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. 2 m 4-3 x 0.131 nails 4 each 16 o.c. face nail 6d deformed(2 x 0.120 )nail; or 8403.1.4.1 FROST PROTECTION: Exterior footings and foundations Q Q � 6 12 Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. s stems shall extend below the frost line, e, o a minimum O t1- r 37 3/" and less t „ y t. . t 8d common(2/ x 0.131 )nail d. Fasteners shall be laced in a rid pattern throughout the body of the panel. d O = 4-8d box(2 2"x 0.113"); or p g p g Y P epth of 3'-O" below finished grade. nn�� O - 8d common(2 2"x 0.131")nail; or e. For 5-ply panels, intermediate nails shall be spaced not more than 12 inches on center each way. ix- ui Z >- 3-16d box(3 2"x 0.135");or :: _ :: 6 12 R404.1."1 BACKFILL: Backfill shall not be placed against m 3 Z ((� 4-8d common(2 2"x 0.131"); or Toe nail 38 / 1 8d deformed(2 2"x 0.120")nail f. Hardboard underlayment shall conform to CPA/ANSI A 135.4 foundation walls until cured a minimum of '1 days. Brace top O yo O :: " " Specified alternate attachments for roof sheathing shall be permitted where the ultimate design winds eec is less than and bottom of wall during backfill placement. pQ` 4-lOd box(3 x 0.128 ) or lOd common(3 x 0.148 )nail; or g• P g P g p '�- 4-3" x 0.131"nails 39 1 X" - 1 %q" i :: :: 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using O ~ O 16 Top or bottom plate to stud 8d deformed(2/ x 0.120 )nail 8502.1 WOOD FLOOR FRAMING: Load bearing dimension lumber O 0.� I the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer - O 0 h. Fiber-cement underlayment shall conform to ASTM C 1288 or ISO 8336 Category C. lumber (LVL) shall have a minimum Fb=3,100 psi and modulus 1 Q- < w 3-16d box(3 2"x 0.135");or Y : g iS' LU Z II.. 7- ( ) For SI: 1 inch=25.4 mm. 1 foot=304.8 mm 1 mile per hour=0.447 m/s; 1 ksi=6.895 MPa. E=2.o x l0"6. v w w 2-16d common 3 2"x 0.162" ; or End nail P t' ' IK 3-1 Od box(3" x 0.128");or R602 WOOD WALL FRAMING: Load bearing dimension lumber shall LU O p- JU Z 3-3"x 0.131" nails a. Nails are smooth-common,box or deformed shanks except where otherwise stated. Nails used for framing and TABLE R602.3(3) RE REQUIREMENTS FOR WOOD STRUCTURAL PANEL be Doug Standard or Stud lumber. glas fir-larch No. 2 or better. Studs shall be a mintmum 3: p sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of No. 3,s � Xy < � -•� 3-1Od box(3"x 0.128"); or 0.192 inch(20d common nail), 90 ksi for shank diameter larger than 0.142 inch but not larger than 0.177 inch,and 100 a,b,c R-102.3 GYP5UM BOARD: All Interior walls to be covered wth)V Q p- 17 Top plates, laps at corners and intersections 2-16d common(3 2"x 0.162"); or Face nail WALL SHEATHING USED TO RESIST WIND PRESSURES ksi for shank diameters of 0.142 inch or less. gypsum board;taped,sparkled and painted;unless otherwise � Z 3-3"x 0.131" nails noted on plans. O W b. Staples are 16 gage wire and have a minimum/6-inch on diameter crown width. MINIMUM ULTIMATE DESIGN V -1 V MINIMUM WOOD MAXIMUM PANEL NAIL WIND SPEED V 8'103.3 SIDING= !Z 3-8d box(2 2"x 0.113");or c. Nails shall be spaced at no more than 6 inches on center at all supports where spans are 48 inches or greater. MINIMUM NAIL NOMINAL alt Exterior wall covering shall be vinyl siding tested V Q U [ n d. Four-foot b 8-foot or 4-foot b 9-foot panels shall be applied vertically. STRUCTURAL WALL STUD SPACING by the manufacturer for use In high-wind regions and Installed -J O 2-8d common(2 2"x 0.131"); or Y Y p PP Y PANEL (mph) with fasteners in strict accordance with the manufacturer's O Q 18 1 brace to each stud and late " ,: . Face nail PANEL SPAN SPACING iL P 2-lOd box 3 x 0.128 or e. Spacing of fasteners not included in this table shall be based on Table 8602.3(2). THICKNESS Instructions for high-wind regions. Use stainless steel Halls for ( )� Penetration Edges Field Wind exposure category dg g lL O f. For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 Size RATING inches (inches) g P g r' fastening vinyl siding on buildings located within 3,000 feet of 2 staples 1 %" (inches) (inches) (inches o.c.) (inches 0.0 B C D the ocean line. inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is less 3-8d box m n x 0.113")' Face nail p p g p p g 2 0"x 0.113" 1.5 24/0 / 16 6 12 140 115 110 for rft fir,larch s, 2 or better. i lumber or than 130 mph and shall be spaced 4 inches on center where the ultimate design winds speed is 130 mph or greater but 3 RBo2.1 WOOD ROOF FRAMING: Load bearing dimension 2-8d common(2!/2"x 0.131")• or less than 140 mph. ( ) trusses,roof beams and ceiling joists shall be 19 V x 6" sheathing to each bearing 2-1 Od box 3" x 0.128" • or ( ), g. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed m accordance with GA 253. Fiberboard 8d Common � 16 6 12 170 140 135 2 staples, V crown, 16 ga., 1 33/4" long sheathing shall conform to ASTM C 208. (2.5 x 0.131 1.75 24/16 16 8606 ROOF VENTILATION: Soffit vents shall be provided with a 24 6 12 140 115 110 minimum net free ventilating area of X�of the area of the DATE: SEPTEMBER 2023 1 h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required vented space a vehin the soffit. Attic Is of theed. 3-8d box(2/ x 0.113");or P blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges 3-8d common(2 2"x 0.131"); or supported by framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to For SI: 1 inch=25.4 mm, 1 mile per hour=0.447 m/s. RQ05.2 ASPHALT SHINGLES: Asphalt strip shingle wrappers shall 3-1Od box(3" x 0.128"); or be labeled to indicate compliance with ASTM D-II58 Glass G the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be NOTES 3 staples, 1"crown 16 ga., 1 3/" long supported by framing members or solid blocking. a. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 accordance wi Dh he I manufacturer's Class turand er's nstr ctionnsfastened a hleve p , , g P P pp PYPYv g P 20 1"x 8" and wider sheathing to each bearing Wider than " Face nail i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule,provide two toe nails on inches on center shall be applied with panel strength axis perpendicular to supports. that rating. Use a minimum of six nails per strip shingle. Use W de t a 1 x 8 b. Table is based on wind pressures actin toward and awn from building surfaces in accordance with Section R301.2. stainless steel nails when building within 5,000 feet of 4-8d box 2 2"x 0.113" • one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on p g y g saltwater. ( ), or Lateral bracing requirements shall be in accordance with Section R602.10. DRAWING NUMBER the opposite side of the rafter shall not be required. 3-8d common(2 2"x 0.131");or j. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F 1667. c. Wood structural panels with span ratings of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 Rioo6.2 AIR SUPPLY: All combustion air for factory-built 3-10d box (3"x 0.128"); or span rating. Plywood siding rated 16 o.c. or 24 o.c. shall be permitted as an alternate to panels with a 24/16 span rating. fireplaces shall be provided from the exterior of the dwelling 4 staples, 1" crown, 16 ga., 1 3/" long Wall-16 and plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center. In accordance with the UL listing. A -7 THINK SAFETY, READ INSTALLATION INFDRMATION BEFORE PROCEEDING t Load bearing or braced/shear wall I JOIST DETAILS Plate nail-16d(0.135"x 3/")at 12"on-center above(must stack over wall below) Load bearing or braced/shear wall above „ Plate nail, 16d 0.135 x 3 Y2") 1 Plate nail, 16d(0.135"x 3/2 ) ( When sheathing thickness exceeds%a", 2x stud wall at Floor panel nail- Blocking panel: 1/a"TJ&Rim Board, 1 (must stack over wall below when present) R ALLOWABLE HOLES - TJI® J O I Sts at 16"on-center at 16"on-center trim sheathin ton ue at rim board - ' " Ya"TimberStrand& LSL or TJI&joist. No load bearing Z 9 9 16"on-Center 8d(0.131' x 2/2 )at 6"on-Center I Min.distance from Table A Min,distance from Table B y be cut Q • Blocking panel: Web stiffener 1 „ wall above 1Yz"hole may 1Ya"TJ&Rim Board,1 a" required on both Plate nail-16d(0.135"x 3/z ) q Blocking panel: anywhere in web out- Web stiffeners required on 2x4 minimum Web stiffeners DO NOT side of hatched zone TimberStrand® LSL or at 16"on-center* 1Ya"TJ&Rim Board, sides at A2W ONLY Sheathing both sides at A3.4W ONLY squash blocks required each side 1 cue or notch flange. TJI®joist Floor panel nail- g , � boundary nails, at B3W ONLY 1/a"TimberStrand® LSL 8d(0.131"x 2/2')at 6"on-center 1 or TJI&joist 8d(0.131"x 2Yz")at 1/a"TimberStrand® O ** O 6„ Z Rim-to-joist Web Stiffeners required 4"on-center LSL rim board. Yis" Web stiffeners 6" required on both O t nail each side at A3._W 61 61 W sides of both joist 6" L, 2 x D, D, Closel rou ed round L 2 x L D V Toe nail-10d(0.131" ; 1 y 9 p z z z 6" 6" Toe nail, Toe nail, 1Ys"TJ&Rim Board A3/A3W When sheathing ends at B4W ONLY No field cut minimum holes are permitted if O ( x 3")at 6"on-center minimum No field cut Do not cut 10d(0.131"x 3' 10d(0.131 x 3") TJI®rim joist only)or thickness exceeds'/e", 12 Web stiffeners required DO NOT holes to (applies to all holes the group perimeter holes In holes larger y) min. End of joists at hatched meets requirements for hatched + "• IL at 6"on-center at 6"on-center 1/a"TimberStrand® LSL. trim sheathing tongue 3 „ on both sides at B1 W cur holes in cantilever except knockouts) q than t/2 ,n ® at rim board For rim board thicker than 1/a centerline zones round orsquare holes, zones cantilever 0 TJI rim joist and B2W ONLY reinforcement. Web stiffener Toe nail-10d(0.131"x 3") -Attach TJI Joist to rim board with one 10d(0.128"x 3") of support W required on both Must have 13/4"minimum at 6"on-center* Install proper blocking to nail.Top nail from TJI joists into rim board. Blocking panels may be required Table A - End Support 0 sides at Al W ONLY * joist bearing at ends. Attach * support all panel edges -Connect corner with four 10d(0.128"x 3")nails.Toe B2 62W Blocking panels may required with braced/shear with braced/shear walls above or Minimum distance from edge of hole to inside face of nearest end support O to Al Al W* A2 A2W A3 A3.1 A3.2 A3.3 nail from side of parallel closure into rim board. walls above or below-see detail 61 B3 B3W B4 64W Z - O O O O rim joist per A3 detail. O O 0 O p below-see detail B1 JOIST Tile ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE *For additional installation specifications see Rim Board Details and Installation in A3W A3.1 A3.2 A3.3 *For additional installation specifications see Rim Board A3.4 A3.4�c DEPTH 2" 3" 4" 5" 6%" 7" 8'/," 11" 13" 2" 3" 4" 5" 6 z" 7" 87/" 11" 13" O O O O y W Nail through 2x cantilever,wood backer and Details and Installation in Weyerhaeuser installation Guide 110 1'-D" r-s" T-0" T-D" s-o" 1'-0^ r-s^ z's^ 3'6" a'-s~ Weyerhaeuser Installation Guide kx Floor and Roof Framing, TJ-9001. 1Ya"TJ&Rim Board or 1Ya"TimberStrand& LSL. Blocking TJI joist web with 2 rows 10d(0.148"x 3") tY t y for Floor and Roof Framing,TJ-9001. 9 91" z10 r-o^ r-s^ 2'-s^ 3'-D^ s-s" r-o^ z'-o^ 2'-s^ a'-o" 5'-0" t 5 Nail with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center,clinched. 230 t'-6" 2'-0" 2'-6" T-s" 5'-6" t'-o" T-0" T-0^ 4'-6" 5'-o" top and bottom flange. Nail to blocking panel Use 16d(0.135"x 3Y2')nails with 3Y2'TJI® 360 r•6" 2'-0" T-0" 4'-0" 6'-0" r-s" 2'•6" T-s' 5'-0" 5'-6" with connections equivalent to floor panel joist flange widths. sso r-s° z'-s" 3'-s° s'•o^ T-o° r-D" 3'-0" 4'•0" 5'-6" 6'-0" ®' ' f - 8"diameter maximum hole or 11 110 6'-0"length of TJI joist s , , schedule, r-o" r-o° r-s" r- " r-s" '- " 5'-s" r-o^ r-s^ 2'-0^ 2'-s^ a'-s^ 5'-0^ s'-o" # 1/a"TJ 10 Rim Board 1/a"TimberStrand® reinforcement and filler 16"deep blocking panels;6"diameter 210 r-0" r-6" T-0" 2'-0" T-0" T-6" 6'-0^ r-0" r-6" r-s" 3'-0~ 5'-0" s-s" s'-6" _ 4'-0"length of 8"diameter maximum hole for 117/8'- block.Use 4'-0"length maximum for blocking panels 9Y2"deep LSL. Nail with 10d(0.131"x 3")Halls, Attach reinforcement to joist 11'/e" 230 1'-0" ,'-6" 2'-0" 2'-6" T-0" T-6" 6'-6" 1'-0" 2'-0" z'-6" T-6" F-6" 5'-6" 7'-0" with one 8d(0.131 X 2/2 ) 360 1'-6" 2'-0" T-0" T-6" 4'-6" 5'-0" T-0" 1'-6" 2'-s" T-6" 4'-6" 6'-6" 6'-6" 7'-6" 3 „ � „ 7 „ one each at top and bottom flange. , /a reinforcement on 16"dee blocking panels;6"diameter with 9/z and 11/ TJI® or shorter than 12"long. P 9 P 560 1'-6" 2'-6" T-0" 4'-0" 5'-6" 6'-0" 8'-0" z'-6" 3'-6" 4'-6" 5'-6" T-0" T-6" 8'-0" 8"diameter maximum hole for 11 one side at E2,both maximum for blocking panels 9Y2" joists. Do not cut flanges. Attach reinforcement to joist nail at each corner F1 applies to Web stiffeners 7/a"-16"deep blocking panels;6" with one 8d(0.131"x 2Y2') 110 r-o~ r-°" r-o" r-°" r-6" 2'-0" T-°„ F-6" r-°" 1'-a' r-6" z'-o" T-6" 4'-0^ 6'-0" 8'-0" sides at E3 deep or shorter than 12"long. Horizontal blocking uniformly 210 r-o° r-°„ r-0" r-6^ 2'-0' 2'-6" T-6" &.0" 1'-0" 1'-0" 2'-0" 2'-6" 4'-0" 4'-6" s'-6" 8'-6" Load from above required on both diameter maximum for blocking Do not cut flanges. 1Ya"TJ&Rim Board 1Ya" nail at each corner panels between each loaded joists 14" 230 ,'-o^ ,'-o^ 1'-0" ,'-s" 2'-s" 2'-s" a'-o" 7'-0" ,'-o" t'-o" 2'-0^ 3'-0" a'-o" 5'-0^ 7'-0" s'-o" -^ sides at E1 W ONLY panels 9Y2"deep or shorter than g TimberStrand&LSL.Nail with joist.Nail to top plate with only. 360 'r-o' r-0" r-6" 2'•6" T-s" 4'-0" 5'-6~ 8'-0" 1'-0" r-6" 2'-6" a'-o" s'-o" s'-s" s'-o" 9'-6" v ) 12"long. 10d(0.131"x 3")nails,one 12"length of 3/a" connections equivalent to Wood R �R` 560 1'-0^ 1'-0" z'-o" 3'-0~ 4'-6" 5'-D" 6'-6" 9'-0" - Yi6"-, Do not cut flanges. 1Ya"TJ®Rim Board or 1Y4" each at top and bottom flange. reinforcement on floor panel schedule. backer T-- .4 t °��`1l 210 ,'-o" r-o" r-o" r-°" t'-o~ r•6" z'-s" T-6" s'-°~ r-0- 1'-0" r-o" 2'-0- 3'-0" T.6" 6'-s" s'-o" 11'-0" O S AS TimberStrand® LSL Nail with one side at E5, 12"length of 3/a" iv�e ec ca SOW, 16 360 r-on 1.°" =s° s'-o° to'-o" 11-6" 10d(0.131"x 3")nails,one Attach reinforcement to both sides at E6 reinforcement on ones a BIZ .\�e� o� Id 'l 560 1'0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-0" 5'-0" T-6" 10'-0" 1'-0" 2'-0" 3'-0" 4'-6" 6'-6" T-0" 10,_0„ 11'_0„ 12,_0„ each at top and bottom flange. joist web with 3 rows Full depth verticala� �r �� blocking between at E7,both sides at E8 F1 ° �e�`g 10d(0.148' x 3")Halls at 6" g 4" 5" 6" 7" 8" 10" 12" 15" 17" 4" 5" 6" 7" 8" 10" 12" 15" 17" - Attach reinforcement on-center,clinched.Use 2 each joist 18„ 360 1'-D" 1'-0" 1'-0" 1'•0" 2'.0" 4'-0" 5'-6" 10'-0" 1'-0" 1'6" T-O" 4'-6" 6'-0" 10'-0" 11'-0" 2x4 minimum O „ E7 Ei3 Less than 5" to joist flange with 2'. tt` rows with 9y and 117/" Less than 5" sso ,'-o" r-o^ r-o^ r-o^ r-o^ a'-s° 7'-0^ 1 r-o° r-o^ 3'-s~ 5'-0" s'-s^ a'-o° 1 r-o" 17-0-114'-6-1 squash blocks p 8d(0.131"x 2Y2")nails at 6" a��R` TJ I&joists. * 20„ 360 1'-0" 1'-0" 1'-0" 1'-0" 1'-0' 2'-0" 4'-0" 7'-0" 10'-6" 1'-0" 1'-0" 1'-6" T-0" 4'-6" 8'-0" 11'-6" 1Ya"TJ&Rim Board or 2 �� on-center.When reinforcing E5 E6 Gap • WEB STIFFENER ATTACHMENT sso r-o° ,'-o° ,'-o" r-o° r•o" z'-o" a'-6" s'-D" 1r-s" r-o" r•6" 3'w s-0" 7'-0" 10'-6".13-4114'-6"116'-0' CS Use 2x4 minimum squash blocks to 1Y4"TimberStrand& LSL. Face grain yak both sides,stagger nails. O Y8"minimum O transfer load around TJI&joist Nail with erS and@ x 3. horizontal E4 Not for use with 3%2"TJl&joist flange widths 1" 23/4"maximum Table B - Intermediate or Cantilever Support E1 E1W ( E2 E3 O + " & Nailin Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support O � nails,one each at top and O O (1/z for TJI g pp bottom flange. Option#1: 560,560D) See sizes below. JOIST TJI ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE EXTERIOR DECK ATTACHMENT Apply subfloot TJI&joist blocking with end DEPTH 2" 3" 4" 5" 6%" 7" 87/" 11" 13" 2" 3" 4" 5" 6Y2" 7" 8%" 11" 13" blocks installed at joist-span Web stiffener both sides. adhesive to all Y j P 110 2'-0" T-6" 3'-6" 4'-6" T-6" 1'-6" z'-6" T-6" 5'-s" 6'-6" Flush bearing plate required. Structural exterior sheathinglocations usingSee sizes below. *with point load from above,and no support Hanger height must ® Maximum)/4" contact surfaces below,install web stiffener tight to top flange yy.• 210 2'-0" 2'-6" 3'-6" 5'-0" 8'-0" 2'-0" 3'-0" 4'-0" 6'-6" 7'-s" g g Double TJI Joist Filler Block: Hanger Backer Block: Install tight overhang Flashing two 8d(0.113"x 2Y2) Ti ht fit* 230 2'-s" 3'-0" a'-o" 5'-6" 8'-6" T-0" T-6" 4•-6" 6'-6" T.6" be at minimum of 60% Attach per the table.Clinch to top flange(tight to bottom permitted at beam. g nails or g (gap at bottom flange) 360 T-0" 4'-0" 5'-s" s'-6" 9'-0" 3'-0" a'-s" 5'-6" 7'-6" 8'-0" of joist depth Nailing Requirements sso 3'-s" 5'-0^ s'-o~ r-s" to'-o" a'-o° 5'-s^ s'-s" 6'-0^ s'-o^ nails when possible. flange with face mount hangers). Treated 2x_ `SPa� 2Y2"screws, ® Depth Minimum Web Clinch nails when possible. , ledger 13l°v5 at' typical TJI Joist Series (in.) Stiffener Size Type Number Nails 110 ,'o" r-o" r-s^ z'-s" a'-o° a'-s° 6'-s" r-o^ r-s" z'-s" 4'-0" T-o° r-o^ 9'-6" g 7 $ End Intermediate 210 r-0" r-o" T-0" 3'•0" 4'-6" F-0" 91-0" ,'-o" 2'-0" X-0" 4'-6" 8'-D" e'-o" 10'-0" See fastener & 1 110 All 5/g"x 25/6"11 11'/a" 230 1'-0~ 2'-0" z'-s~ T_6" 5'-0" 5'-6" 10'-0" T-o" 2'-6" T-6" 5'-0" 8'-6" 9'-0" to'-s" 1/e"TJ Rim Board or 1/4" 360 2'-0" 3'-0" 4'-0" 5'-6" 7'-0" 7'-6" 11'-0" 2'-0" 3'-6" 5'-0" 7'-0" 9'-6" 9'-6" t 1'-0" table below.Maintain ® 210 All 3/4"x 25/8'11 8d Top mount 2"distance(minimum)from TimberStrand LSL. Option#2: 230&360 All 7/8'x 25/16"(" (0.113"x 2Yz") 3 3 110 1-0" ,=0" 1=0^ 1:o" 2'-0" T-6" 14'-6" s'-s" 1'-0" 1'0" 6'0" 2'6" 15'o" is=0^ 19'0" ,z'-0" hanger edge of ledger to fastener. 1 2X strapping installed at/3 16d 210 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" T.0" 5'-6" 9'-6" 1'-0" 1'-0" 2'-0" T-6" 6'-0" T-0^ 10'-0" 1T-0- FaP17ce Backer block joist-span locations using two 2 560 All 2x4'2' 14" 230 r-o" r-o" r-0" 2'-0" T-6" 4'-0" 6'-0" 10'-6" 1'-0" 1'-0" 2'-6" 4'-0" 6'-6" T-6' 11'-0" 13'-6" Face mount I Allowable Load(lbs) (0.135"X 3/z") 360 t'-0" ,'-0" 2'-0" T-6" 5'-s" 6'-0" 8'-6" 12'-6" 1'-0" z'-0" 4'-0" 5'-6" 9'-0" 10'-0" 12'-0" 14'.0" hanger ' both sides of web Fastener 1%;'TimberStrand® Yz"screws per joist,typical 18" 4 4 with single TJI&joist 1�"TJ®Rim Board 560 1'-0" 1'-0" 1'-6" 3'-6" 5'-6" 6'-6" 9'-6" 13'-6" 1'-0" 3'-0" 5'-0" 7'-0" 10'-0" 11'-0" 13'-6" LSL rim board 16d Option#3: 560D 20 2x4'2' 5 5 210 1'-0" ,'-0" 1'-0" 1'-0" 11-0" 1'•0" T_6" 6'•0" 101•0" 1-0" 1'-0" 1'-0" 1'-6" 4'-6" F-8" 10'-0" Web stiffeners required if sides of Yz"lag bolt 610 480 Direct) applied ceiling 22"(3) (0.135"x 3Y2") 6 11 16•, 230 r-o^ r-o° 1'-0" r-0" r-s" 2'-0" 4'-0^ s'•s^ ,T-o" hanger do not lateral) support at With top mount hangers,backer block required only y pP g (3) 360 r-°" r-o° r-o" r-o^ 3'-0" a'-o^ s'-s"11 0'4' 13'-s" H 1 g 3 &• y pp H2 for downward loads exceeding 250 Ibs or for uplift H3 • Corrosion-resistant fasteners required for wet-service applications. PB1 24" 6 13 least/' of TJI Dist to flange When specified on the layout, one of �N 560 r-o~ r-o" r-o" r-o" z'-s" I P g conditions.For nailing requirements see page 5,TJ• LA O (1)PS1 or PS2 sheathing,face grain vertical the bracing options above IS required 2 Construction rade or better 4" 5" 6" 7" 8" 10" 12" 15" 17" 4" 5" 6" 7" 8" 10" 1z" 15" 17" i 9001, Weyerhaeuser installation Guide for Floor and (3)Web stiffeners are always required for 22"and 24"TJI&560D Joists iso r-o~ r-o° r-o" r-6^ T-0" s'-o^ s'-o" ,5'-0~ 1'-0^ r-s" a'-0" s'-s" 9'-0" 14'4' 1s'-s^ 1s'-s" Roof Framing, TJ-9001. ) y q 18 560 1'-0" 1'-0" 1'-0" 1'-0" T-0" 6'-0" 10'-0" 16'-6" 1'-0" 3'-6" 6'-0" 8'-s" 11'-6" 16'-6" IF-_0T20'-0" FASTENING of FLOOR PANELS 360 1'-0" ,'-o" ,'-o" ,'-o" ,'-o" 3'-0' s'-o" „'-o" 15'-6" ,'-0" ,'-0" ,'-6" 4'-0" 7'-0" 12'-6" 16'-s" 19'-0" BEAM DETAILS Guidelines for Closest On-Center Spacin er Row FILLER and BACKER BLOCK SIZES z Q 9 P 560 1'•0" ,'-0" 1'-0" 1'-0" 1'-0" 1'•6" 5'-6" 12'-0" 16'-0" 1'-0" 1'-0" T.1100)(2) Rim Board 1 Ys• TJIe Joists 110 210 230 or 360 560 Rectangular holes based on measurement of longest side. � m l 1-- v BEARING FOR DOOR Nail Size 110,210, 360 and Y"TJa Ri 11/4" TimberStrand®LSL Microllam® Parallam® + + • Leave Y8'of web 'I ' m ? Q BEAM TO BEAM BEARING AT a De th 9/z"or 14•, 9/z' or 14 or gYz"or 14' or 18"or 14"or 18"or (minimum)at top and bottom of hole.DO NOT cut joist flanges. LU W t z 11%.. 11%.. 16" 11/s" 16" 20" 16" 20" • Tables are based on uniform load tables in current design literature. � Z Z <-T to 7 w BEARING AT WALL OR WINDOW HEADER CONNECTION CONCRETE WALL and 230 560 Board TimberStrand®LSL or wider LVL PSL P � •r � 11 e 8d(0.113"x2%"),8d(0.131"x 2%") 4" 3" 6" 4" 3" 3" 3" Filler Block(1) 2x6 2x8 2x6+%" 2x8+%e" 2x6+Y2" 2x8+Y2" 2x12+Yz" Two Two Two • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole maybe locatted m = Q Z W 1%"TJ&Rim Board or Strap per code if top plate 10d(0.148"x 3"),12d(0.148"x 3Y4") 3 6" 4" 4" 4" 4" (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 at the center of the joist span provided that no other holes occur In the joist. (�nJ `J� Q Z 1Y4"TimberStrand& LSL or is not continuous over 8„ 6" Cantilever 2x6 2x10 2x6+3/" 2x10+%" 2x6+Y2" 2x10+Yz" Not W 1 I 1 0) r O - 16d(lswhex3Yz") 6" 6" 9 9 g 9 pp ALLOWABLE HOLES - Headers and Beams < 1J-J DL o- Z blocking for lateral support header 4 Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing pp Not applicable (1)Stagger nails when using 4"on-center spacing and maintain 13/8'joist and panel edge distance.One row of fasteners is permitted(two at abutting (Detail E4) long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long a licable O Z panel edges)for diaphragms.Fastener spacing for TJI®joists in diaphragm applications cannot be less than shown in table.When fastener spacing for a � } III O Backer Block(+) 1.55E TimberStrand® LSL Headers and Beams _ Strapper code if to blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJIe joists. s •, s " a „ 7 " 7 •• -I P P (Detail F1 /e or/ /a or/8 /s or 1"Net 2x6 2x8 2x12 (v 4 -1 Q lX plate is not Continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least Y�'and staggered. or H2 ti�� I - to 1� 3 With 10d 0.148"x 1/2" nails,spacing can be reduced to 3"on-center for light gauge steel straps. ) 2 x diameter of the O ( ) P 9 9 9 9 P 11_ O � > � over column 3 1)1(necessary,increase tllerand backer block height for face mount hon ers and maintain%"gap at top ofjoist see detail W Fillerand backer largest hole minimum 1 Top mount (4)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1/8'(to avoid splitting). block dimensions should accomodate required nailing without splitting(12'minimum for backer blocks and 24"minimum for filler blocks). g ( ) N (1 Q hanger (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1%"(to avoid splitting). %depth i�- V Q (� Column Face mount Protect Untreated ■Recommended nailingis 12"on-center in field and 6"on-center along ane)edge.Fastening requirements on engineered drawings supersede Allowed hole zone Q gp 9 9 q 9 9 p Q hanger wood from direct recommendations listed above. contact with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor J�] L1 L2 L3 See current Weyerhaeuser L4 concrete and Roof Framing, TJ-9001. O O Z 0 ■Nailing rows must be offset at least Y2"and staggered. 0 0 0 0 0 1.55 E TimberStrande LSL literature for framing connectors ■14 ga.staples may be substituted for 8d(0.113'•x 2Yz")nails if minimum penetration of V into the TJIe joist or rim board is achieved. ■Maximum nail spacing for TJIe joists is 18"on-center. Joists must be laterally supported at Header or Beam Maximum Round Depth Hole Size cantilever and end bearings by blocking 9Ya"9Y" 3' panels,hangers,or direct attachment to Multiple-Member Connections for Top-Loaded Beams ® a rim board or rim joist. 8„ 8" 114%11 Y8' 35/" Fastener Installation Requirements TJI joist framing does not O 14"-16" 4Vl" require bridging or mid-span E1 General Notes See illustration for allowed hole zone •s^�.• ^ • " Piece #ie Fastener blocking • Allowed hole zone suitable for headers and beams with k V1'idth Plies Type(') Min.Length #Rows O.C.Spacing Location When fasteners are required on both uniform and/or concentrated loads anywhere alongthe member. $•< . ° f.' (2) sides,stagger fasteners on the second . Round holes only »' �•-''*r", t i,. �) P_'•,` +, < BEARING AT 10d nails 3" 3 12„ side so they fall halfway between -•_ • No holes in headers or beams in plank orientation. COLUMN 2 12d-16d nails 3 Ya" 2(2) One side fasteners on the first side. Screws 33/8"or 3Y2" 2 24" Other Trus Joist® Headers and Beams 10d nails 3" 3 1 O ;ti r G" (2) DO NOT bevel cut ofst Al r•('!L`:; •-:, Rim board Dint :' 4 :tom„ 12" Both sides 1 1 (2) beyond Inside face of wall. Microllam® LVL B 3 12d-16d nails 3/" 2 E2 between joists DONOToverhan seat cuts ;'',1f ."''' t•• C�. ,. r 9 1.3E TimberStrand® and Parallam®PSL 1/4' 3/e"or 3/2 Both sides ° 3 Screws 3 1 2 24' Load must be applied evenly across A3. on beams beyond the inside LSL hole zone hole zone 2 x diameter of the y depth . 5" One side entire beam width.Otherwise,use face of support member, largest hole(minimum) Verify column capacity 10d nails('' 3" 3(2, connections for side-loaded beams. of NOT cur,notch or drill and beam bearing 12" One side L5 length.See current 4 12d-16d nails(') 3%" 2(2) (p ply) d 0 0 , illustrationsandtabiles. 9 (per I ��_� 1 �+ 2�23 holes In headers or beams C r O DEL•�VER�D Weyerhaeuser literature. 5"or 6" Both sides 0 0 0 Screws 2 24" Multiple pieces can be nailed or bolted together to CS • 63/4" One side L6 form a header or beam of the required size,u to a TJI®rim joist Microllam® LVL and Other Trus Joist®Beams L6 q p 1%"TJ&Rim Board or 1Y4" Parallame PSL Header or Beam Maximum Round t 5"or 6" Both sides maximum width of 7" Screws 2 24" L3 3Y2' 2 6%a° One side A2 TimberStrand& LSL. allowed hole zone Depth Hole:Size middle%span 43/" 11" 0 Yz"bolts 8" 2 24" - 5Yz" d 1.3E TimberStrando LSL allowed hole zone d (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss-LOK-EWPT^", B1 L1 7Y,"-2o" 2" Ul COLUMN DETAILS (2)An additional row of nails is required with depths of 14"or greater. (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. H1 See illustration for Allowed Hole Zone O General Notes O � � m BEAM ON 82 • Allowed hole zone suitable for headers and beams with uniform loads only. • Round holes only a�- COLUMN CAP NAILING AT BEARING (FLOOR) L5 TJI®Joist to Bearing Plate Squash Blocks to TJI&Joist 63 • No holes in cantilevers. ILI O � Q m Q • No holes in headers or beams in plank orientation. t ® (Load bearing wall above) LL IV'TJ Rim Board or O O -•� 1'/a"TimberStrand© LSL. ' Joist may be shifted up to 3"if O B4 Use B1 or B2 at g WARNING O One 10d(0.128' x 3') P uj Z S � m nail into each flange floor panel edge is supported intermediate bearin s One 8d(0.113 x 2/') g and span rating is not exceeded. m � � � Z nail each side.Drive Do not cut joist flanges. with load bearing or Joists are unstable until braced laterally O O O WO nails at an angle at braced/shear wall BracingIncludes: O tu 1 Plumbing Drop g Sheathing g Strut Lines ~ Il least 1/2'from end. End of joists from above 13 • Hangers • Rim Board • Rim Joist O O (� P1 Blocking heathin at centerline O 6 �•-� 3Y2"minimum of support L2 � � "I Z 0. COLUMN BASE 3 , g intermediate bearing Also see detail B2 pp W OL � Z 1/4'minimum end bearing 9 single-family applications 5%"may r required T for maximum H1 , �� _ j-- Q n' �Oj Z Shear transfer:Connections equivalent capacity o -1- F- • to floor panel nailing schedule ■ �, ry �] �- X Z y N Rim to TJI&Joist ° DO NOT walk on joists DO NOT walk on joists DO NOT stack building �< CIL '�1 IV'TJ&Rim Board, TJI&560 rim joist:Toe o O until braced. that are lying flat. materials on unsheathed) ,•a,;;:,';;;,• Additional joist is required if .. 0 W 1Y4"TimberStrand& LSL or nail with 10d(0.128"x 3") O o INJURY MAY RESULT. joists.Stack only over TJI&110 rim joist: nails,one each side of floor panel edge is unsupported L4 _ ,:• W or if span rating is exceeded. a . ,. .. O Exterior Deck WARNING NOTES: beams or walls. �Q � W P2 One 10d(0.131"x 3")nail TJI&joist flange TJI&560 O LA DO NOT use sawn Lack of proper bracing during construction can result in serious -I f� O into each flange floor joist ,; Attachment /umber for rim Structural accidents.Observe the following guidelines: TJI&210,230,and 360 rim °' . O board or blocking, 1.All blockin hangers,rim boards and rim'olsts at the end supports of the TJI®'oists must be completely installed and properly nailed. INSTALLATION TIPS :,• sheathing g. 9 1 pP 1 p y P p Y IL ELEVATED joist: O as it may shrink 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be - One 16d 0.135"x 31 " nail •Subfloor adhesive will improve floor performance,but O atter installation, accomplished b a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the ba O COLUMN BASE ( /2 ) Use Only 3.Safety bracing of 1x4(minimum)must be nailed to a braed end wall or sheathed area(as in note 2)and to eachy m 13/"minimum bearing into each flange Top View may not be required. O Locate rim board joint between joists. O Safety bracing(1x4 engineered lumber, joist.Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a •Squash blocks and blocking panels carry stacked Protect untreated wood o minimum)at 8'on-center(6' worker or one layer of unnailed sheathing. BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2).Packing out the web from direct contact with See ALLOWABLE on-center for TJI&110 joists)and 4.Sheathing must be completely attached to each TJlejoist before additional loads can be placed on the system. &' O H3 HOLES 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. 1 " 1 of a TJI joist(with web stiffeners)is not a substitute concrete 1Y"knockouts at extended to a braced end wall. 6.The flanges must remain straight within 112"from true alignment. ;.;;:.. 1/a TJ&Rim Board or 1/a" for squash blocks or blocking panels. approximately Fasten at each joist with TimberStrand& LSL. 12"on-center two 8d(0.113"x 21/2")nails minimum Warning:Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this DATE: SEPTEMBER 2023 `':" •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer.For more information on Proposition 65,visit wy.com/inform. Optional plumbing or HVAC. P3 non-shrink flush with inside face Drive nails at an See framing plan(if applicable)or of wall or beam I-JOIST DETAILS grout One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. 1Yz"minimum from end end and intermediate bearing lengths. February 2014 Reorder TJ-4015 DRAWING NUMBER This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist TJIJoistInstaiiation Guide, TJ-9006, which should be referenced for additional information.