Loading...
HomeMy WebLinkAbout49964-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT d TOWN CLERK'S OFFICE a` SOUTHOLD, NY r BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 49964 Date: 10/30/2023 ........... Permission is hereby granted to: Vergwiwris, Lillian 310 Grosvenor St _ _ ...., ......... �. .. ..� DouSI!aston, NY 11363 To: Construct a new single-family dwelling as applied for per SCHD approval. At premises located at: __. a .. d 670 Kennet's Rd Southo. _____________________. SCTM #473889 Sec/Block/Lot# 59.-3-36 Pursuant to alication dated 10/18/ pp 20and approved by the Building Inspector. ...___„23 To expire on 4/30/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,468.00 CO-NEW DWELLING $100.00 ................................ Total: $2,568.00 __._............. ........................... Building Inspector t TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 ' Telephone (631) 765-1802 Fax (631) 765-9502 htt S://NN' Ww i,Lltthokcltownn .gov Date Received PERMITAPPLICATION FOR BUILDING For Office Use Only PERMIT NO. IY Building InspectorsJAa- dog Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Town of soumold Date:9/21/2023 OWNER(S)OF PROPERTY: Name:Speonk Land Development LLC SCTM # 1000-059.00-03.00-036.000 Project Address:670 Kenneys Rd, Southold, NY, 11971 Phone#:631-512-4522 1 Email:monumnetalproperty@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 Associate, P.C. Mailing Address:437 South Country Road, Brookhaven, NY, 11719 Phone#:631-286-8668 Email:cdwyer@lkma.com CONTRACTOR INFORMATION: Name:Oasis at Mattituck Corp. Mailing Address:3080 Route 112 C, Medford, NY, 11763 Phone#:631-767-4807 Email:peter@modernagehomebuilding.com DESCRIPTION OF PROPOSED CONSTRUCTION iiiiiNewStructure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project. ❑Other $ Will the lot be re-graded? RYes El No Will excess fill be removed from premises? FAYes ONO 1 PROPERTY INFORMATION Existing use of property:vacant Intended use of property:Singe Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes ( No IF YES, PROVIDE A COPY. ❑ Check Box Aftelr Leading: 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 WAuthorized Agent ❑Owner Signature of Applicant: . .. Date: Z 6 121 STATE OF NEW YORK) SS: COUNTYOF ) 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 day of 20 Notary Public PROPERTY OWNER Ypusb . .... It or r ,, ���t,of Neh,York (Where the applicant is not the owner) r� vqy rlEp1rSpi17 S� I, f f �rc. residing at 437 South Country Rd, Brookhaven, NY do hereby authorize (Zl2,. G /j 4, to apply on my behalf to the Town of Southold Building Department for approval as described herein. - 9/26/2023 Owner's Signature Date Print Owner's Name 2 n 1 Generated by Scheck-Web Software compliance Certificate Project 2023_016 Aurora_2-L-S a6 �p Energy Code: 2018 IECC ,,pr � Location: Southold, New York Construction Type: Single-family Project Type: New Construction � m Orientation: Bldg. faces 225 deg. from Northall IlaI Conditioned Floor Area: 3,643 ft2 j' aq 111 Glazing Area 11% ftt Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 670 Kenneys Road Peter Jerome D'Amaro Southold, NY 11971 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@modernagehomebuiIding.co jdamaro@optonline.net M Compliance: 0.7%Better Than Code Sab.-oi n guard tiraa�eoffs are no floe er�.rnns RIEScheck. sllab-o n-gra de . . 9 an'u�p�na:ru��wu�rrenaannr:��r�rrng:nfl'ua�nca flna�.fln uu� ��IF a�.flu¢..rwtl�o Il.a�n"�Il�n asseimbfl y in the s1pecified n::llirn•nate zone,r nu st vneet the r nhihnmu r n energy code unsUa tilonn IF.vaue and depth requ ito-.*me nts. Eo elop-e Assemblies Gross Area Cavity Cont. . . . . .. Assembly or 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-left side:Wood Frame, 16"o.c. 250 15.0 5.0 0.053 0.060 13 15 Orientation: Left side Wall 4-left gable:Wood Frame, 16"o.c. 115 19.5 5.0 0.045 0.060 5 7 Orientation: Left side Project Title: 2023_016 Aurora_2-L-S Report date: 09/12/23 Data filename: Pagel of 8 n tl REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the"Comments/Assumptions"column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed, Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review: Value Value � Complies? Comments/Assumptions Re 103 1 Construction drawings and l Requirement ❑Complies will be met. 103.2 documentation demonstrate "ODoes Not [PR111 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. ..�. _ �. _ .. ........ 103.1, Construction drawings and ❑Complies ;Requirement will be met. documentation tion demonstratei! ° ❑Does Not 403.7 energy code compliance for ❑Not Observable Location on plans/spec: [PR3]1 lighting and mechanical systems Floor plan on sheet A-4 Systems serving multiple ❑Not Applicable dwelling units must demonstrate ; ���;' o compliance with the IECC Commercial Provisions. ��� 302.1.....__m�,Heatin and .___...� �,W�o�........... .00.� � ........e. g lcooling equipment is Heating: Heating: ❑Complies Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: Location on plans/spec: Manual or other methods :[:]Not Observable Notes on sheet A-3 1 Btu/hr Btu/hr ❑Not Applicable approved by the code official. Additional Comments/Assumptions: w Imt(Tierr 3) 1 Hi h Im act(Tier 1) 2 Medium Im act(Tier 2) 3 Impact vvv_ Project Title: 2023_016 Aurora_2-L-S Report date: 09/12/23 Data filename: Page 3 of 8 ectio# Framing g p Plans Verified Fie _ n Id Verified / Rough-in h In Ins ection Complies? Comments/Assumptions 402.1.1,RID DoorU-factor... .. U_, Value ... U Value ❑Co t. .. :...........v .... _:. lm o mplies See the Envelope Assemblies 402.3.4 ❑Does Not able for values. [FR1]1 ❑Not Observable ❑Not Applicable _.... -___. ......... _ _ ........ ........ _. ........ 402.1.1, Glazing U-factor(area-weighted U- U- ❑IComplies see the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, ❑Not Observable 402.5 ❑ [FR2]1 Not Applicable ;a _ _ ._. _. . .. . ...� ....................._mm............ 303.1.3 U-factors of fenestration products %,, ❑Complies Requirement will be met. [FR4]1 are determined in accordance ❑Does Not r with the NFRC test procedure or ❑Not Observable taken from the default table. ` ❑Not Applicable „�, �r� 6 _ _ ;. .......� _......... ...._ „� 402.4.1.1 Air barrier and thermal barrier ""' (❑C�dmp�lies :'Requirement will be met. [FR23]1 installed per manufacturer's �`DDoes Not instructions. ❑Not Observable ❑Not Applicable [0 20]1 �is listed and labeled as meeting E]Dom Not 402.4.3 Fenestration that is not site built p es Requirement will be met. g y 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 I... ......w _. .., „ �w. „ .e❑Com lies- ................... IC-rated recessed lighting fixtures p' Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate:52.0 cfm Location on plans/spec: leakage at 75 Pa. ❑Not Observable Notes on sheet A-3 ❑Not Applicable 405.2 All ducts in unconditioned m..f .; ..... �_._._ "�_.�� .......A. Toned spaces R- R- ❑Complies - Exception: Ducts located [FR25]1 or outside the building envelope ❑Does Not completely inside the are insulated to >_R-6. ❑Not Observable building envelope. []Not Applicable __...... .. .,... _ _. .............. � ........ .... _._ �. 403.3.5 Building cavities are not used as ❑Complies Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 03.4 above 105 PF or chilled fluids � � ❑Complies _e l -.._ ..._ HVAC piping conveying fluids R- R ❑Com lies Requirement will be met. es Not below 55 PF are insulated to >_R- Location on plans/spec. ❑Not Observable Notes on sheet A-3 3 ..., ........ ........- ...._..�. ,..�e ��. w �. �. ,�, /,...... . ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies Exception: Requirement is [FR24]1 piping. ❑Does Not not applicable. ❑Not Observable ❑Not Applicable � ' ❑ComRequirement will be met.� 403.6 Automatic or gravitydampers are plies [FR19]z _ installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: fl1 Hi h Impact(Tier 1) 2 Medium Lmpact(Tier 2) 3 Low Impact(Tier 3) Project Title: 2023_016 Aurora_2-L-S Report date: 09/12/23 Data filename: Page 5 of 8 Section # Final Inspection�. sions.. ....,.,w.. ._.. .. �. a_. plieITa . ea. ,°.., ID Provisions Com Plans Verified Field Verified , Comments/Assumptionsmm Value Value ,....._ �....._ 402.1.1 Ceiling insulation R-value _ ♦`♦` R � °R ❑Complies See the Envelope Assembles 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 ❑Not Applicable [Fill' 1.1, ❑Comlies _ ..� Ceiling insulation installed per = p Requirement will be met. manufacturer's instructions. Not 303.2 [F12]1 Blown insulation marked every Location on plans/spec: ❑Not Observable 300 ftp. � � Section A on sheet A-6 ❑Not Applicable 402.2.3 Vented attics with i 'Exception: Requirement is ...... hair permeable ❑Complies ceptio : [F122]2 insulation include baffle adjacent ❑Does Not not applicable. to soffit and eave vents that ❑Not Observable extends over insulation. ii Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 � ❑❑DompNot Requirement will ill be met. es [FI17] ach in Climate Zones 1-2, and Location on plans/spec: <=3 ach in Climate Zones 3-8. El Not Observable Notes on sheet A-3 ❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑CompException: [FI27] determine air leakage � lies All ducts and air 1 with ftz ft2 ❑Does Not handlers are located within either: Rough-in test:Total ❑Not Observable conditioned space. leakage measured with a ❑Not Applicable pressure differential of 0.1 inch pp Location on plans/spec: w.g,across the system including Section A on sheet A-6 the manufacturer's air handier 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. _ ®.... w .. . 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies Exception: Requirement is [FI4]1 c'fm/100 ft2 across the system or ftz ftz ❑Does Not not applicable. <=3 cfm/100 ft2 without air ❑Not Observable handler @ 25 Pa. For rough-in tests,verification may need to ❑Not Applicable tion 403.3.2.1 Air handler leaks a desi Hamm _ ill ... occur during Framing Inspection. g g tediComplies Requirement will be met. [F12411 by manufacturer at<=2%of �� DDoes Not design airflow. 9 �° ,'� � � � � ❑Not Observable ❑Not Applicable .._ ..m ❑tom Ices Requirement will be _ - 403.1.1 Programmable thermostats �r„ �; p' q met. [F19]2 installed for control of primary Does Not heatingand cooling systems and Location on plans g Y ❑Not 0bservabble initially set by manufacturer to Notes on sheet A-3 code specifications. t❑Not Applicable . .... 403.1.2 Heat pump thermostat installed %,� ',� "!;��/�'j ���; %❑Complies Exception: Requirement is [FI10]2 on heat pumps. i �� i% i'%�� ; ,❑Does Not not applicable. "" „' �'� ❑Not Observable Not Applicable [Fill] systems have automatic or _ Com lies 'Exception• Requirement is 403.5.1 Circulating service hot water p z iiw �� ❑Does Not not applicable. r „ accessible manual controls. �, %i' ❑Not Observable ,;, ❑Not Applicable 1 All mechanical ventilation - ..__ 40�5]2 fans not art of tested and I stem ❑Complies Requirement will be met. on s p fisted ❑Does Not HVAC equipment meet efficacy °°_ ' ' Location on plans/spec: ❑Not Observable and air flow limits per Table `` Notes on sheet A-3 ❑ R403.6.1. Not Applicable ... .. P . - : �_... 1 Hi h Im act( Low Impact(Tier 3) Tier 1) 2 Medium Im act(Tier 2) 3 Project Title: 2023_016 Aurora_2-L-S Report date: 09/12/23 Data filename: Page 7 of 8 rye ( 20,18, IECC Energy m J Elffidency • Above-Grade Wall 20.00 Below-Grade Wall 11.00 Floor 0.00 Ceiling / Roof 39.00 Ductwork(unconditioned spaces): qRz=M==qM!P: Door 0.29 0.30 Forced Hot Air 96.1 AFUE Electric Central Air 15.1 SEER Water Heater: Name: Date: Comments P P g and have a,so nd "» l,, 5to d[ Por anvaart on l _pad (concrete, plastic or fiberglass) a sound aftzr the 2houu perloe Is, ornptlete. C.ctthe: tank stand' Par an I addltionol 10-hour per=, The tank Is approved if water level is enclosure cover. held for the 10-hour perlod, Water pressure testing is 3. All pumps and float trees must be accessible and service recommended to be done onsite after lnstallotlon, from access openings. 1 s YtlTS T CON arRUC,Tt 2N M 47 fA R din m gT 4. The floats shot] bes attached to a Schedule40PYc float that can be easlly, removed for service or adjustment. The fl I. Reinforced concrete shale have a minimum compressive strength sh'ail not be ottachedto the force main"' of 3,000 wounds per square Inch (psi) at 26-days set, 5. The Department shall observe the pump system operate tl 2. Wall thickness shall be a minimum of three inches unless the a normal operating cycle. design has been car tffed a New York Licensed Professlonol &.Inspection for leakage of the force main fittings will be ma. Engineer as complying with all appropriate requirements for thin during the pump test procedure. wall construction. All walls, bcmttom and top shall contoln reinforcing to resist an applied force of 300 pounds per s pare foot (psf)'. 3. Pre-cast concrete sections shall be sdoled with one (1) Inch butyl rubber point sealant which conforms to ASTM c-414`10. All seawer pipes shall penetrate the vertical sidewall of the tank and shall be sealed with grout or other means occept-abla to the P2apartment such as watertight sealed flexible joint and the pipe gasket fastened to the pipe with stainless steel retractable cl amp(s). 5. Al I joints shall be seoled so that the tank is watertight. See section 5-H44, 5,10, Tanks that ore cast In place require prior approvol from the Deportment and must be certified by d Licensed Professional Engineer. At a minlmum, the floor and', wolfs of a concrete tank must be monolBthically poured. b. Whenever practical, concrete VA ONTS shall not be located within groundwoter, For Installations that are placed within groundwater, the bottom and side portions, up to 15 lnchas above highest recorded/expected groundwoter elevation, of the VA OHTS unit shall be m,onollthlcally constructed. In cosec where this is not procticobte, the I/A ONT5 unit shall ba water-proofed uta to I,S Inches above the highest recordad /,expected groundaMater elevation and look tested to ensure tightness prior to operation. 1, In ceases when concrete tonks ore instolted In groundwater, the design professlonol shall submit buoyancy calculot'lons to prove the, weight of the tank(with or without anchoring or the oddltion of ballast) velli be at least 15 times more than the walght of the Hater displaced. The bvoyonc� calculations shall be done using highest expected/recorded groundwater elevation with the tonk empty, Soli cover on top of the tanks) shall not be considered' when determining the amount of onchoring or b aliost weight regwrsd. SUFFOLK COUNT -DE"fi ARTMENT AF ROYAL �w a' �y �y�µ�f aw �I�[y'"� P Rill nw°°w� "�N "b �" ��m wn °: ", `'�: a� u.I ' �°N" %���•�,. �Cw 0IU��".,A;T P, U('., , � 'r „ i� �� "� 10/23122 ��� " E _, No m R-22-1593 INkiPPROVED, m B tF h `,� wfib. 4 .: m � � TONN OOMMENTS 0 0 - �_I �' - - - - -- o SKY PLAN IS OUTSIDE - s Q Q �� _— s O w VISIBLE DRAWING AREA I' r o� � I Q/ 0 Q m - { - - �_ - (.—i - - - - - - ---� - - - - - - - - -- - - � IL O tu AVERAGE ELEVATION OF THE E ELEVATION OF THE A allAL I TY NEVI BIOME MODEL E3Y - XISTIN NATURAL GRADE O O -- - - - - - - - - - �I- ADAC NT TO STRUCTURE = 35'-9" O - - - - � I I II ,,°� 1 -_ Z O ----- -- - �I _ ----ti --------- -------- AD.1A NT--TO STRUCTURE = 35'-9�� —- - -- - - -- -- MODERN A51= HOME BUILDERS, LLO h1EIGHTED AVERAGE I I — I r-�, I �-� r-�, �-ti �-�, i � ti ' � WEIGHTED AVERAGE ELEVATION OF THE EX15TING J 1 -� ELEVATION;OF THE EXISTING (� 1 NATURAL GRADE GENERATED I I ----------------- -------- - ----_----_-J1_--_---_---_---_-- -7VF711RA1==GRADE GENERATED BY THE ENTIRE LOT = 35'-8" I I BY THE ENTIRE LOT = 35'-S" I W F'%rRAM I D LAV4 - S 1 DE ELEVATION F%-r AM I I ) LAVA - FRONT ELEVATION SCALE: 1/16 - 1 ft SCALE: 1/16" = 1 ft Lu 0 v 0 N f[\ - - - - - - - FINI5HEER COND FLOO - - z D SLu z < ,t a J� BZW < w FLOOR AREA TABLE � z � °W � Ulu , o FIRST FLOOR 1,215 sf o l� � Q - HIESECOND FLOOR 1,202 sf O < X GARAGE 552 sf (� N O < o BASEMENT 1,226 sf Q Q o PORCH 241 sf LIVABLE FLOOR AREA 2,41" sf < - - - - - - - - - - FINISHED FIRST FLOOR OROBS FLOOR AREA (GFA) 2a6a sf , - - - - - - - - - (INCLUDES ATTACHED GARAGE AN DOUBLE F.A. FOR SPACES >15 ft) FINISHED GRADE jj CONDITIONED FLOOR AREA 5,643 sf �R f.......,..•� I I I I (INCLUDES BASEMENT) II III III III III III II( III III II III III II II lII lI III III III II INFILTRATION VOLUME 40,000 cf (INCLUDES ATTIC 4 BASEMENT) > I I I I I I i I I I I I I I I I I I I I INDEX TO DRAV41 NO S �.. ...n° I I I I I I I I I I I I I I I I I I I I , �.. •-s� q..: ` 4 SEP 1 2 2023 DRAWING No. AE. _11�ERED COVER 4 ELEVATIONS A-1 I I I I FOUNDATION PLAN A-2 �I- -�—I - - J - - - - - - - - - - - -1 -I - - � I- - - - - - - - - �I- - - -1 - - - - - - - - - - - -1-T - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�—� FIRST FLOOR PLAN A-5 OR L - -1- - - -1 - - - - - - - - - - - - - -L- - - - L- - - - - - - - - J- - - -1- - - - - - - - - - - - - - — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - J 2nd WALL BBRACIRA01NGO 4 A-4 � ROOF PLAN A-5m SECTIONS 4 DETAILS A-6 O 0 NOTES A-"7 TJI-DETAILS A-g FRONT ELEVATION SCALE: 1/4" = 1 ft p di O O Q � (� O � nOU) O z , o IL X11 j 00 Oz � x O 12 W N � O — 5.25 u j iJ-1 Q 0. J Z 0El Z Z �1-1 12 Y lu l j —� 5.25 -------------r2-- - - ----------- ------ ----------- ------------ ----- ----- ------------ ------------ - -------------- i--1 ------------ --- -------- -------------------- --- 5r— -- - --- - -- -- N m ®®®® ❑®®® DATE: SEPTEMBER 2025 11 Hill I HH1111101fil 111111 11111HIllfi-Iflifliffl ------ COVER 4 ELEVATIONS 51DE ELEVATION REAR ELEVATION SIDE ELEVATION DRAWING NUMBER SCALE: 1/8" = I ft SCALE: I/8" = I ft SCALE: I/8" = I ft A === I A A-6 235# ASPHALT SHINGLES;MIN. (4)-FASTENERS PER z STRIP FOR EAVES LESS THAN 20' ABOVE GRADE O 3 [Rg05.2.6] � O 7'-4" 24 No. 15 ASPHALT FELT UNDERLAYMENT [Rg05.1.11 V TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 b" CONCRETE STEM WALL ON 14'-8 I/4" 7'-5 I/2" EGRESS WINDOW WELL SELF-ADHERING POLYMER-MODIFIED BITUMEN ICE SHIELD BARRIER [RG05.1.2] 0 ' ib" x b' P.G. FOOTING 24" INSIDE EXTERIOR WALL LINE FOR 2:12 TO < ,b:12 SLOPES V 2x8 [UG3B] P.T. LEDGER - - - PROVIDE FALL PROTECTION i/2"� x 4' GALV. LAG SCREWS AT I6' O.G. r � (TYP-3) STAGGERED [R507.q] P.G. FTG 36" INSIDE EXTERIOR WALL LINE FOR > 8:12 SLOPES BASEMENT ENTRANCE STAIRS 1/2" STRUCTURAL PANEL SHEATHING [R,503.2] -I - -- I b" REINFORCED CONCRETE RETAINING WALL R-3q GLOSED-CELL SPRAY FOAM (SPF) INSULATION (2)-2x10 P.T. GDR 0 #4 REBAR AT 12" ON-GENTER EACH WAY uj LU _ _ I L_ _j 6L- -� I I STANDARD HOOK AND LAP INTO 16" x 8" P.G. H � d) Q- l0 SOLID WOOD BLOGKING z N F -1 I m DECK f' = I i FOOTING. 2" MIN REBAR DOVER O m l I G I I ABOVE - 1 I-O - -� - - - - - - - m - - - - - - -" <1 - - - - - - - - - GEILING JOIST Q 0 � DRIP EDGE [RG05.2.b.5] `, - - - - - - - Ixb WOOD FASCIA `-' I r 2836 CASEMENT 2836 CASEMENT � 17'-10" � EGRESS WINDOW 10" POURED CONCRETE FOUNDATION STEM WALL EGRESS WINDOW I # _ VERTICAL REINFORCEMENT: #4 REBAR AT 12" O.G. I `f GYPSUM WALLBOARD _ oL I II' T SOFFIT VENT � 0'4" TO 43/4" CONCRETE COVER FROM IN51DE FACE I I 6,/1 up HORIZONTAL REINFORCEMENT: #4 REBAR AT Ib" O.G. I L _ - _ - - - - _ - - - DOUBLE 2x TOP PLATE VINYL SIDING. ATTACH THROUGH RIGID TOP BAR WITHIN 12" OF TOP OF WALL - - - - - - - - -- dJ MINIMUM 24" LAP SPLICE LENGTH [R602.3.2] INSULATION TO WOOD FRAMING PER - 1 i UPON 24" x 12" Ht CONTINUOUS P.G. FOOTING I MANUFAGTURER'5 INSTRUCTIONS FOR HIGH-WIND MINIMUM 3'-0" BELOW GRADEEMERGENCY ESCAPE 8 RESCUE OPENING I -- _ A-6 NOTES INDEXED TO THE 2020 ENERGY CONSERVATION CON5TRUGTION -1'-10 1/2" 10'-b 1/2" 12-7" GODE OF NEW YORK STATE �- v R101.5 COMPLIANCE: This building was designed and shall be constructed to meet the 2020 ECGCNY5. Both RE5check N.S. 111--- PROVIDE RESERVED SPACE IN SERVICE PANEL TO CODE Department of Energy) and REM/Rote Moresco) computer Z FOR FUTURE SOLAR ELECTRIC INSTALLATION [TI03.q] software was utflitzed to demonstrate compliance. All Q mandatory provisions of the 2020 ECCGNYS - Residential WOOD STEPS V Provisions are In force. R105.2.2 WRITTEN 5TATEMENT= To the best of my knowledge, 8._O.. WALL LINE LL CLOSED-CELL SPF belief and professional judgement,these plans comply with the = ABOVE p Energy Code. Furthermore,as a RE5NET certified rater (I.D. N No. 261439'1), I certify that these pians comply with the Home -r Q Q O ATTIC PATHWAY FOR SOLAR ELEGTRIG [TIO3.8] N rr !; Energy Rating System (HER program. A signed certification O O O O 4 ° INSTALL 2"� VERTICAL SGH Q 9 TI EDULE 80 PVC GONDUIT Z 0 - - of compliance with the HERS program (HERO) will be submitted w J PIG URE THROUGH ALL WALLS TO ATTIC, WITH TEMPORARY PLUGS of the constructed building to demonstrate compiaane. N Q N z o o ° e OR GAPS AT EACH TERMINUS [E3502.3.21. GYPSUM BOARD z� (3)-3 5 b 6 __ _ _ _ __ _�_ __ 174 8301.1 CLIMATE ZONE: 4A Suffolk,NY Q -w (2)-1.75x11.25 LVL HDR (2)-1.'75x11.25 LVL HDR �- — — -f — e - — N i', Q 1 CONTINUOUS BEAD OF .�,Gp z V (ENGINEERED DESIGN) (ENGINEERED DESIGN) N DW < � SEALANT 84012 COMPLIANCE: This project compiles with 2) Section R405 ,�<<Q - L J - Simulated Performance Alternative,and the provisions of v �ZTn r .� GYPSUM BOARD Sections R401 through R404 labeled "Mandatory." , N EXTERIOR I ( 17'-10" is l�- Mandatoryy requirements= z Q IR INTAKE -1 _ KITCHEN # R40FO CERTIFICATE: Builder to post per Code. p [81006] rn 36" GUARD [R312.1] CONTINUOUS BEAD OF 8402.4.1 THERMAL ENVELOPE: To be tested Q verified to 3 23'-4" m ,) SEALANT AGH by HERS rater. See Table R402.4.1.1 In plans. R402.42 FIREPLACES: Facto built with UL 12'1 doors. z z v O R402.4.3 FENESTRATION See window/door schedule v, r CONTINUOUS MINIMAL ° N EXPANDING FOAM AT WINDOW R402.4.4 FUEL-BURNING APPLIANCES: All room heating and z FAMILY ROOM BREAKFAST o �J �,_O" I 4'-4" O rip B E ENT EN RA GE p UNIT PERIMETER hot water heating appliances to be direct vent with both O X� - O <- :)CAN intake and exhaust pipes Installed continuous to the ' w�� UL 127 LISTED AND � �— L WINDOW UNIT R402.4.5 dRECE55ED LIGHTING: 10-rated and labeled as e. p LABELED 36" Q z O 1� O FACTORY-BUILT NOTE: q'-O" CEILING HEIGHT O W O r having on air leakage rate of not greater than 2.0 cfm Q Wu.1 THROUGHOUT FIRST STORY � O O >P per ode. x ty FIREPLACE [R10041 I (1/ I 8402.5 MAX.U-FACTOR +f SHGG: See window schedule. � IL 0 25 cfm CONT. ELEC. PANEL R403.1 CONTROLS= See plans for thermostat Information. Prof TE6HNOLOGIE5 ~ N TO ERV R403.32 DUCT 5EALING: All duct joints shall be MODEL T-705 v [MI505.4] e `� I I mechanically fastened and sealed with duct mastic PROGRAMMABLE I I E ----�- 1 CONTINUOUS MINIMAL THERMOSTAT sealant. Apply mastic to duct seams. c EXPANDING FOAM AT WINDOW R403.3.3 DUCT TE5TING: A duct air-leaks a test Is not UNIT PERIMETER g (3)-1.15 x 14 LVL FLUSH (37' LONG) required under exceptions I and 2. (2)-2x10 HDR e I II R403.3.5 BUILDING CAVITIES: Framingcavities shall not be NO WALL used as ducts or plenums. 6'-6" I I'-4" F e o /. R403.4 MECHANICAL SYSTEM PIPING INSULATION= Insulate 0 4x4 P05T _ 1z I II mechanical system piping carrying hot water to an p 36" GUARD [R312.1] ° �t I I R-value of not less than R-3. -' - -- - -- -- - -- -- - -- - -- -- - Q O i 8403.5.1 HEATED SERVICE HOT WATER(5HW) CIRCULATION m 2¢iQ PDR 6'-8" 2' 6" CONTINUOUS BEAD OF SYSTEM: Not In project. _ 4x4 P05T I HEAT DETECTOR v I II R40310 MECHANICAL VENTILATION: ERY continuous O N 4" 3 " RAILING 1-0 i it J SEALANT N-> ventilation system specified In the plans exceeds the m U to R m I 4'-6" 4 b" O minimum efficacy of 12 cfm/watt. 4x4 P05T K R4033 HVAC EQUIPMENT= Sized In accordance with AGGA SELF-CLOSING 20-min �"--- GYPSUM BOARD Manual J and Manual 5. -- -- - i i 1 R403h MULTIPLE DWELLING SYSTEMS= Not applicable 1 36" GUARD [R3I2.1] I z 20 cfm CONT. TO ERV 28-7° F.R. DOOR [8302.5.1] U--------------- 1 R403A SNOW MELT= Not in project. v, I 7'-6" 3'-2" �y G [MI505.4] _ POOLS AN SPAS: Not In project. ire o NIL - Q - -- -- -- -- -- -- -- -- R403.10 li CONTINUOUS BEAD OFR403.111 ( � 2�1 m 75 x 14 LVL DROP HDR PORTABLE SPAS: Not In project. = NO WALL m v __________ N ADHESIVE N - _ 2' O' 2'-6" (ENGINEERED DESIGN) f----- l 8404 LIGHTING= Builder to Install high-efficiency lamps In at � � o I 11 least 9055 of permanently Installed fixtures. Q INTERIOR GARAGE WALLS: I II j GONTINUOU5 BEAD OF -A - I II ' SEALANT O IU- R-I5 BATT INSULATION 8405 SIMULATED PERFORMANCE ALTERNATIVE. This method was 1z 17 DOUBLE 1� CO Q Y2" GYPSUM BOARD I I used to show compliance with the Energy Code. REM/Rate '� I> Iw FL HDR U- 5 1 o _ _ software was used to model the building erformoce - see J SMOKE d G.O. O I II I I, _. ._ - g p _ I _ GARAGE CEILING: C)(1 - - - - 2020 IEGG Energy Cost Compliance report provided with ~ 1v I> > DETECTOR (T-TP) DINING ROOM ' y2" GYPSUM BOARD I 11 2" GI -CELL 5FF Permit Application. REScheck was used to model the building o v - LIVING ROOM 1= O � App ng _ I x _ , [TABLE R302.61 Q I I i' performance based on national standards - see RECcheck iv O I 1 FOYER '� ~ i Compliance Certificate and Inspection Checklist provided with - r- 7 1 x I' Permit Application. `9 r Ax HAZARD 1ZING [8308.4] 1' , t. 14'-O" cv I II lu m W V L L� +I 4" 1 1 � I I (� _ I IN (N 4" � V W m Z GONTINUOU5 BEAD OF I I O l X- 24'-0° --------------- I m - - U' W Z SEALANT GYPSUM BOARD - - <— � Z LU R.A.G. (2)-2x12 HDR - Q Z W 1 m (2)-1.75 x 11.875 LVL HEADER 1 � �'- '� � O Z �t 3°To/(2)-I°7° SL 3 5 SEE PORTALU L FRAMING DETAIL ltd 11 1 Q Z O iV L- -- -- -- ° o o ° tom! l< J1�J Z ry LU J CONTINUOUS BEAD OF (2)-1.75 x 14 LVL FL O (2)-1.75 x 14 LVL FL E EJi m a 0 ORGH O +�- - Q SEALANT (2)-3°5° N 5/4xP�DEGKING (2)-3°5° A- O O j ) CONTINUOUS MINIMAL O r- N O Q Q EXPANDING FOAM AT WINDOW u: O O O EO Q UNIT PERIMETER � � � 2'-q' q'-2' 2' q" V 8'-O" 2'-q" q'-2" 2 q 6'-3" X WINDOW UNIT (OR TABLE 8402.4.1.1 -2020 o N 4x4 P.T. POST - FEATHER-PROOF DOOR) AIR BARRIER AND INSULATION (TYP 6) i INSTALLATION (3)-2x12 HDR (ENGINEERED DESIGN) (3)-2x12 HDR INSULATION INSTALLATION ®-- -- -®— -- -- — -- -- --®---- -- —®- -- -- I COMPONENT AIR BARRIER CRITERIA CRITERIA A continuous air barrier shall be installed in the ,.,.•:e °.,.. CONTINUOUS MINIMAL building envelope_ �•'' r. ,, "' EXPANDING FOAM AT WINDOW Air-permeable insulation shall not be used as WOOD STEPS General requirements The exterior thermal envelope contains a ,� ..5• A• •� ,,.,' r�r a sealing material- UNIT PERIMETER continuous air barrier. .' *. Breaks or joints in the air barrier shaft be seated 15'-2" 7'-0" 15'-2" 24'-4" The air barrier in any dropped ceilrngrsot�t shall be al!gned with the insulation and any gaps in the air barrier shall be sealed. The insulation in any dropped ceiling/soffit ,',r t�e ° Ceilingrattic °a �;i'a shall be aligned with the air barrier. , CONTINUOUS BEAD OF Access openings,drop down stairs orknee wall SEALANT doors to unconditioned attics aces shall be seated. �'� �•f,� ." " Cavities within corners and headers of frame •r t ' 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 A _D n �I! resistance of R-3 per inch m inimum. Q [[�� �I nn WSJ 1 2U23 IIII GYPSUM BOARD Wails The junctionofthe toppfale andthe topofexterior I ST 1-L001� �� � ""E IVERED '- I; walls shall be sealed- Exterior thermal envelope insulation for A-6 CONTINUOUS BEAD OF framed walls shall be installed in substantial SCALE: 1/4" = 1 ft ADHESIVE Knee walls shall be sealed. contact and continuous alignment with the air CONTINUOUS BEAD OF barner- The space between and SEALANT Windows,skylights and doors fn framing,and sli hts and framingshall be seated. Rim joists Rim oists shall include the air barrier. Rim joists shall be insulated. Q - -- ---- - -- Floor framing cavity insulation shall be O (� installed to maintain permanent contact with -1 2" GL -CELL SPF the underside of subfloor decking- I ' Alternatively,floor framing cavity insulation E r Floors including cantilevered floors The air barrier shalt be installed at any exposed O - and floors above garages- edge of insulation- shall be in contact with the top side of r V l to 11' sheathing or continuous insulation installed TENSION STRAP [R602.10.6.4] O 'i _ on the underside of floor framing:and 16 ga x 3" STRAP TIE (SIMPSON GMSTGI6) m m \l extending from the bottom to the top of all INSTALL ON FRAMING IN51DE GARAGE (� yafu wl space insulation, members- (IN ADDITION TO UPLIFT STRAPPING OUTSIDE GARAGE WALL) I Q 1J Exposed earth in unvented crawl spaces shall be Crawl space insulation.+where provided USE TOTAL OF (58)-Ibd NAILS, HALF AT EACH END Q Z 1_ CONTINUOUS 51LL SEALER - Crawl 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) j overlapping joints taped. permanently attached to the wails. O FULL WIDTH OF SILL (ENGINEERED DESIGN) (TYP-4) >s � A I Duct shafts,utility penetrations,and flue shafts DOUBLE TOP PLATE 0 Shafts,penetrations opening to exterior or unconditioned spaceshali be O O Q W LJ 1 / FOUNDATION WALL sealed. Q 0 � Batts to be installed in narrow cavities shall be cut to fit or narrow cavities shall be filled if arrow cavities with insulation that on installation readily Q CONCRETE SLAB beh:een the garage m y STRUCTURAL DE51ON NOTE v w Z conforms to the available cavi space- LU 1� - - Garage separation Air sealing shall be provideda Q i — — and conditioned spaces- <Q ,I , IL_ Recessed light fixtures installed in the building Recessed light fixtures installed in the In aGGOrdanGe With the 2020 ROWS; structural � 4 u-� Recessed lighting therm al envelope shall be sealed to the finished building thermal envelope shall be airtight (2)-1.75x11.875 LVL HEADER surface. and IC rated- elements such as engineered wood, steel and Q- �1 I; - �— , In exterior.walls, batt insulation shall be cut N : steel/Wood composite columns, beams, headers and OL neatly to fit around wiring and plumbing or cv girders that: t- M i Plumbing and wiring insulation that on installation, readily _ Z _ i f BLOCK AT SPS 1) resist gravity loads, and V Z it O conforms to available space,shall extend , ' behind piping and whin � g y The air barrier installed at exterior walls adjacent to PANEL EDGES Y IU S Shoverttub on exterior w all showers and tubs shall separate the wall from the Exterior walls adjacent to shovers and tubs O shower or tub. shall be Insulated. 2) are not contained in the prescriptive design Q Q Q p/ The air bamer shall be installed behind electrical provisions of the 2020 RGNYSLL NOTE: IT 15 THE INTENT TO PROVIDE FOR A EfectricaUphone box on exterior walls and communication boxes. Alternatively,air-sealed � d1 CONTINUOUS AIR BARRIER ALIGNED WITH THE IJDOUBLE 2x4 FRAMING to O boxes shalt be inscaned. were designed in accordance With THERMAL ENVELOPE. THI5 DETAIL 5HOW5 TYPICAL METHODS OF AIR-SEALING USING HVAC supply and return register boots that i',;':;.,:.i,. ;'.,: (2) ANCHOR BOLTS ^., , .°;;.. penetrate building thermal envelope shall be sealed �; L � "�' ANSI/AWG NDS-2018 with 2015 supplement. m PER SECTION VARIOUS BUILDING ELEMENTS, APPROVED HVAC register boots to the subfloor,wall covering or ceiling penetrated a: ADHE51VE5 AND SEALANTS. FRAMING < . Structural elements such as walls and fenestration CONFIGURATIONS NOT SHOWN, SUCH AS tr the boot- ,.', n it ! concealed fire + 1"there required to be sealed,con re <; that CANTILEVERS AND STAIRWELLS, SHALL BE sprinklers shall on be sealed in a manner that is ` ''' SEALED IN A SIMILAR MANNER TO PROVIDE FOR P ry 'f A CONTINUOUS .AIR BARRIER ALIGNED WITH THE Concealed sprinklers recommended by the manufacturer. Caulking or DATE: SEPTEMBER 2023 THERMAL ENVELOPE IN ALL LOCATIONS. other adhesive sealants shall not be used tofilt I) resist wind loads, and voids between fire sprinklercover plates and wails FASTEN SHEATHING PER CODE orceilin . [R602.10.6.4] 2) are not contained in the prescriptive design FIRST FLOOR provisions of the 2020 RGNYS PLAN A I i� SEAL I N 17ETA I LS A I fi R SEAL I NO N07r-5 FOR7AL FRAM I N 17ETA I L were designed in accordance with A50E 1-16 wind provisions and acceptable engineering practice. DRAWING NUMBER SCALE: 3/4" = 1 ft 50ALE: 1/4" = 1 ft where such elements occur in the plans, they are annotated "ENGINEERED DESIGN." A == 5 z O A -------------------- -------------------- T-2-' ---------------------------------------T-2" 2'-b" b'-10" 4'-4" IL p OO i OO _ I O HAZARD GLAZING lu 1 d- I [R308.4.5] O N ° 3°5° c_v 3°2°NING O 4°4° Z N 10'-8" 2'- 35° q_g AWPICTURE m Z 4.. O 5'-O" 8'-O" N 4" FREE-STANDING NOL6°I6 N TRANSOM BEDROOM 3 GL BEDROOM 4 M BATH 117--e- 8'-O" G Ht 8'-O" G Ht O 8'-0" G Ht x I N iv O JI N NO I F-- — —� o § 20 cfm CONT. CC. WHOLE-HOUSE MECHANICAL VENTILATION [R403.6] HVAC EQUIPMENT IN ATTIC O w I � 20 cfm CONT.-1 - TO ERV _ LENNOX HEALTHY CLIMATE ERV5-1"15-TPD ENERGY RECOVERY VENTILATOR x U) i ' ( a TOERV [MI505.4] INSTALL ERV UNIT IN CONDITIONED ATTIC. GAS OR PROPANE FURNACE: LENNOX ELIg6UHOlOXE36B �_ _ _y E- O O 5 VENTILATION DUCTS SHALL NOT BE CONNECTED TO THE FURNACE / A.G. SYSTEM. GLASS IV DIRECT VENTED TO OUTSIDE;AHRI 201848570 J = N Q [MI505.4] F 1-I Pro I TECHNOLOGIES ,- -------- -------------------------------------------------------- HEATINGI GAP: 64,000 Btuh;AFUE = 86.1 Q I v I MODEL T705 in �I____ PROGRAMMABLE BATH HEALTHY CLIMATE HRV/ERV VENTILATION PUSH BUTTON CONTROL INDOOR COIL: LENNOX GH35-30B+TDR THERMOSTAT GL x O INSTALL IN AN ACCESSIBLE LOGATIO� ON A 2nd STORY WALL. ^' OUTDOOR UNIT: LENNOX ML14XG1-036-230G;AHRI 203374680 CJ ° ° cJ N ° 3'-O" 3'-0" I ` V COOLING GAP: 34800 Btuh;SEER = 15.10 2F'7 2�1 241 STALE AIR TO OUTSIDE AND FRESH AIR FROM OUTSIDE INSTALL IAN MANUFACTURER'S SPECIFICATIONS CONNECTED TO HEALTHY CLIMATE N�ATHERHOOD KIT MODEL g5PO7 FRESH AIR TO AN INSIDE DIFFUSER INSTALLED IN UPPER HALLWAY SMOKE 8 G.O. dHOHER' '/ STALE AIR DUCT FROM EACH BATHR OM EXHAUST GRILLE. HALL S DETEGTOR (TVP) O A.G. R�TURN� 2a1 STALE AIR DUCT FROM KITCHEN HINgED EXHAUST GRILLE MODEL 18N4810'-O" RAILING mL _ ° 247° ALL DUCTS SHALL BE 6" dio (OR EQUIVALENT), INSULATED TO R-4.2 (2)-2x10 HDR — LIN O (2)-1.75x8.25 LVL FLUSH _ _ __ __ _ SYSTEM TO BE SET AND BALANCED �O CONTINUOUSLY PROVIDE [M1505.4.4]: 3050 (ENGINEERED DESIGW d BI-FOLD MINIMUM 20 cfm EXHAUST FROM EACH BATHROOM m H ND I 4x4 BEARING WALL _ _ _ - AND MINIMUM 25 cfm EXHAUST FROM(KITCHEN. ® POST m 2(''1° m KITCHEN EXHAUST TO ERV 15 NOT REQUIRED IF A RANGE HOOD IS INSTALLED AND RYER WASHER x VENTED TO OUTSIDE HAVING A MINIMUM OF 100 cfm. I 5 361H ND AI ( 31 . .8] �J" 3'-2" 4'-6" DRYER EXHAUST 7� t 2(27Q 4" 4" [M15021 12" x 12" AIR TRANSFER GRILL IN GEILING _ r 13 m z N O I O DOUBLE FRAME C) OPENING I Q < �9 I — I 0 0 X V 247° BEDROOM 2 GL W.I.G. MASTER BEDROOM 10'-0" TRAY G Ht 10'-0" TRAY G Ht 4.. 4.. +s-1 m W O 14'-0" 2'-2" 5'-6" 4" 14'-0" (2)_1.75x14 LVL w/HT530 MTL STRAP AT EACH END (2)_i.l5xl4 LVL w/HT530 MTL STRAP AT EACH EN Z Z (ENGINEERED DESIGN) (ENGINEERED DESIGN) -1 Z W 2x8 GJ AT Ib" o.c. 2x8 GJ AT 16' o.c. p �- d r O Z E _ (2)-2x10 HDR __ __ (2)-2x10 HDR __ `r i Z ul Q d) OL - LU 3.. CLOSED-CELL SPF -------------------------------------------------------J IL r- Q Z BETWEEN RAFTERSF I Q wI (2)-3050 (2J-3°5° I < < X V) nC p O O O O ! � "° < . "8'-2" 2'-g" 8'-O' 2-g" 8'-2 2'-g" < Q I I I I 1 II I ------------------------� L-----------------------JI per, 4- A " ,.�_._•r J ; ^�p ' � A-6 y k f 4q.•r.. ,DELIVERED SEP t 2 2023 5F-00ND FLOOR PLAN, SCALE: 1/4" = 1 ft to i O � 00 Q � SOLAR-READY CERTIFICATE O tu This home has STRUCTURAL DESIGN NOTE V WaW O Z incorporated features atlu (y p IXJU V the time of Initial In accordance with the 2020 ROWS; structural T < construction to enable the o o elements such as engineered wood, steel and pr — installation of solar steel/wood composite columns, beams, headers and Q N electric. girders that: t-}- N OL I� The solar-read roof zW j u y I I) resist gravity loads, and v w Il zone is shown on this 0 UIT Y u 11-1 construction plan excerpt ocontained e prescriptive design GO UIT and Is free of GOL 2) are not tid ith p P 9 O O Q (X provisions of the 2020 RGNYS LLL t- L 0 Q O obstructions that would limit placement of solar were designed in accordance with m panels. ANSI/AWG ND5-2018 with 2018 supplement. Plastic conduit for future Structural elements such as walls and fenestration electric wiring has been that: Installed through walls at DATE: SEPTEMBER 2023 SOLAR-READY the locations shown to 1) resist wind loads, and ROOF ZONE facilitate the installation of wiring between the prescriptive, g 2nd FLOOR 2) are not contained In the rescri tine design electric service panel and provisions of the 2020 RGNYS PLAN roof mounted solar panels. were designed in accordance with ASCE '7-I6 wind provisions and acceptable engineering practice. DRAWING NUMBER 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] f z ' O BWL B BNL A 37'-0" � ROOF LINE i d ` TABLE R802.5.2 RAFTER/CEILING JOIST HEEL a JOINT CONNECTIONSa,b, c'd,e, g O W I GROUND SNOW LOAD (psf) ! w 21n RAFTER 20t 30 O LD - OL RAFTER SPACING Roof span (feet) m w . . l,j cY Q 1 o ( •',. j SLOPE 36(inches) 12 20 28 12 20 28 36 �u p ' AGG55 ROOF Required number of 16d common i 9 I nailsa°b per heel joints splice a,e q cv O AGGESS ROOF J p u cv 12 4 6 8 10 4 6 8 11 3:12 16 5 8 10 13 5 8 11 14 cv 24 7 11 15 19 7 11 16 21 12 3 5 6 8 3 5 6 8 / __... _.... . . .._. ... .. ° 4.12 16 4 6 8 10 4 I s ..'. _.._:.:..' 24 9 12 16 QPPOST DOWN POST DOWN OST D01'�IN 12 3 4 5 6 3 4 5 7Dl V 1.15 x I6 LVL STRUCTURAL RIDGE ' AGGESS ROOF 5:12 16 3 5 6 8 3 5 7 9 A/ V �i 24 4 7 9 12 4 7 10 13 I f 1.15 x IL RID<�E f ' I I i I I __ .._. .. .. _. . ......._ --•---y--....._a , . ._ ----- I ° ' ' I I i - - - -- � ! 12 3 4 4 5 3 3 4 5 I l I i j 7:12 16 3 4 5 6 3 4 5 6 I i 24 3 5 7 9 3 5 7 9 -� i - -. 1 + i ' ROOF BELOW 12 3 3 4 4 3 3 3 4 t v �s 1 9:12 16 3 4 4 5 3 3 4 5 t I 2x10 RIDGE 24 3 4 6 7 3 4 6 7 �t - ' I w� i` j ,� s ; 12 3 3 3 3 3 3 3 3 ' a , I. 12:12 16 3 3 4 4 3 3 3 4 ATTIC PATHWAY FOR SOLAR ELECTRIC [TI03.8] 24 3 4 4 5 3 3 4 6 INSTALL 2"� VERTICAL SCHEDULE 80 PVG v CONDUIT THROUGH ALL WALLS TO ATTIC, WITH TEMPORARY PLUGS OR GAPS AT EACH TERMINUS For SL 1 inch=25.4 mm, 1 foot=304.8 mm, 1 pound per ,n << X ; I square foot=0.0479 kPa. k fY � I I j I � d [E3802.3.2]. -- - - -----i ------- --------- --- BWL 2 a. 40d box nails shall be permitted to be substituted for 16d - - - - 12'-a" common nails. I AGGESS ROOF b. Nailing requirements shall be permitted to be reduced 25 percent if nails are clinched. it s C. Heel joint connections are not required where the ridge is 1 i supported by a load-bearing wall,header or ridge beam. f.. _.-_.._.. ...-_._.._.__._...._._.. i N d. Where intermediate support of the rafter is provided by I , 2x10 RR AT 16' o.c. 2x10 RR AT 16" o.c_. E 2x10 RR AT 16" o.c. _ 2x10 RR AT 16" o vertical struts or purlins to aload-bearing wall,the G. tabulated heel joint connection requirements shall be ROOF LINE 1 _. ... I ,... ermitted to be reduced ro ortionall to the reduction in i -._... ..... 1........,. . ...- WALL LINE p proportionally Y span. ! - _` 1 _ e. Equivalent nailing patterns are required for ceiling joist m Ir- ROOF O `? 1 1 to ceiling joist laps lices. c(� z IV LI E'............ .. p (� "• -_-- f. Applies to roof live load of 20 sf or less. W SECOND STOi�Y BNL PLAN SOLAR-READY ZONE [CCES) pp p Q� � Z � PROVIDES 36" WIDE ACCESS PATHWAYS g. Tabulated heel joint connection requirements assume O W SCALE: 3/16" = I ft Q FROM SAYE TO RIDGE WHERE SHOWN that ceiling joists or rafter ties are located at the bottom f I� \ <- d� z W [R324.6]. THE SOLAR-READY ZONE SHALL (� V !- r O z_ (Y REMAIN CLEAR OF OBSTRUCTIONS SUCH AS of the attic space. Where ceiling joists or rafter ties are uw tV PORCH ROOF BELOW VENTS, ETC. [TI03.4] located higher in the attic,heel joint connection Q 0-z T- p N (TYPICAL-3) requirements shall be increased by the following factors: (L <J ® O (()(X < Hc/HR Heel Joint Connection Adjustment Factor 0 o V I Q 1/3 1.5 �zO 1/4 1.33 < 115 1.25 Z 1/6 1.2 ROOF PLAN 1/10 or less 1.11 SCALE: 1/4" = I ft where: BWL E I BWL D BI 1 G He=Height of ceiling joists or rafter ties measured vertically ° ..... I I BRACED WALL PANEL CALCULATIONS above the top of the rafter support walls. HR=Height of roof ridge measured vertically above the top of '••°"t, E....-' *. �, 1 II 1•,... s' f -O I/2 the rafter support walls. 13'-4 I/2" T-7" 4'-4" I II Wind Adjustment Factors -Table R602.10.3(2) (p.187) pp -- - --------J----- -- - ------- - ----------J-- - BWL 3 Upper Story it q 1 _ Numbered Lettered Wall Wall Lines Lines Comment ' Exposure Category 1.00 1.00 Exposure B; 2-Sty s,- �' Roof Eave-to-Ridge Height 0.84 0.84 T-4" Wall Height 0.90 0.90 8'-0" DE IVERED SEP 1 2 2023 N ; I Number of Braced Wall Lines 1.00 1.00 2 Additional 800 Ib Hold Down 1.00 1.00 N/A I ,I: ' , Gypsum Board Fastening 1.00 1.00 N/A I I i l BNL 4 Wind Factor Total 0.756 0.756 00 iv *0 O -1 Total p Braced Wall 140 mph Bracing Braced Wall Bracing Line Spacing Required Wind Factor Required Length Status End Condition O d I Line Method (ft) Bracing (ft) Total Length (ft) Provided (ft) m LL lu i CS-WSP 30.67 7.13 0.756 5.39 23.33 OK 1 of o Q 2 Q I - 2 CS-WSP 30.67 7.13 0.756 5.39 19.00 OK 1 o0 30 r I A CS-WSP 37.00 8.40 0.756 6.35 31.00 OK 1 1 14......_. B CS-WSP 37.00 8.40 0.756 6.35 23.00 OK 1 p O Wind Adjustment Factors -Table R602.10.3(2) (p.187) J O Q 0 Z Lower Story STRUCTURAL DESIGN NOTE lu ' Dwelling Garage Comment In accordance with the 2020 RGNYS; structural LU z 4 OL L�IIQ� N ;.I Ex osure Category 1.00 1.00 Ex B 2-St (Dwelling); 1-St Gar 43 elements such as engineered wood, steel and 0. pr v N I p g ry p y y(Gar) steel/wood composite columns, beams, headers and Roof Eave-to-Ridge Height 0.93 0.76 7'-8" (dwelling); 6'-0" (garage) girders that: }- OL I ;I Wall Height 0.95 1.00 9'-0" (dwelling); 10'-0" (garage) g o Wz '1 Number of Braced Wall Lines 1.00 1.00 2 (dwelling & garage separate calc) 1) resist gravity loads, and v z ----- I - ?i lu Additional 800 Ib Hold Down 1.00 1.00 N/A O N Gypsum Board Fastening 1.00 1.00 N/A 2) are not contained in the prescriptive design O O Q (� 2'-G" ------- 011 provisions of the 2020 RGNYS u- t Q O -- - ------- 1. I Wind Factor Total 0.884 0.760 0 4-q were designed in accordance with m I AN51/AWG NDS-2015 with 2018 supplement. Total Structural elements such as walls and fenestration Braced Wall 140 mph Bracing 'I I Braced Wall Bracing Wind Factor Required that: Line Method Line Spacing Required Total Bracing Length Status End Condition (ft) Bracing (ft) Length (ft) Provided (ft) DATE: SEPTEMBER 2025 i 1) resist wind loads, and 3 CS-WSP 31.67 13.67 0.884 12.08 18.33 OK 1 4 CS-WSP 22.33 5.47 0.760 4.16 24.33 OK 1 2) are not contained in the prescriptive design WALL BRACING 4 - - - - -I provisions of the 2020 RGNYS 5 CS-WSP 31.67 13.67 0.884 12.08 29.33 OK 1 p ROOP PLAN 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 7-16 wind FIRST STORY E3NL PLAN D (gar) GB 24.33 11.73 0.760 8.91 9.00 OK N/A provisions and acceptable engineering practice. DRAWING NUMBER 50ALE: 3/16" = I ft D (dwelling) GB 37.00 16.80 0.884 14.84 20.33 OK N/A E CS-WSP 37.00 15.80 0.884 13.96 32.00 OK 1 where such elements occur In the plans, they are annotated "ENGINEERED DEVON." A == 5 TYPICAL ROOF R-3C, z 2x4 COLLAR TIE AT 4&" O.G. ASPHALT ROOFING SHINGLES OVER 15# FELT OVER O 1.15 x 16 LVL STRUCTURAL RIDGE Y2" STRUCTURAL PANEL SHEATHING OVER �- (SEE ROOF PLAN FOR POST LOCATIONS) 2x10 RAFTERS AT I6" O•G. ROOF ( R-3C, 6" THICK CLOSED-CELL SPRAY POLYURETHANE FOAM (SPF) ------------------------------------------------------------ -----------------------------------------------------------------------------7 WITH Y2" GYPSUM WALLBOARD OR OTHER THERMAL BARRIER [R316.4] N I 2' 50LID OR WITH AN APPROVED FOAM PLASTIC ASSEMBLY [R316.6] z I WODD BLOCKING O I I � 2x12 GRO55-RIDGE GABLE WALL INSULATION: 12 12 LL Z — I GONTINUOU5 R-5 I-INCH RIGID FOAM XPS; - - - I CAVITY SE R-13 3" CLOSED-CELL SPF EALGABLE 5.25�— C 525 WW W FULL-HEIGHT h- lu SHEATHING 0 a rII----------- _---------------------- �I --------------------------------------------------- � BEHIND LEDGER SEALED ATTIC, (INDIRECTLY CONDITIONED) GEILING I t(1 MASTER BATH - - - - �- - - - -- - - - - - I LAUNDRY >I I - - --' - - - - - - FAMILY BATH I 2x6 RAFTERS IM I6" O.G. I? 2x8 GJ AT 16" O.G. �� SMOKE � G.D. 2" SOLID � 1x8 TRIM BOARD 8 S DETECTOR IN ATTIC, WOOD BLOCKING fV i > > I > >� I I I - - -> I SOFFIT VENT 1 -- Q cv TA I -I I I Lr) I U I U) I I I HG I I I I HG I j TYPICAL INTERIOR WALL 4" LAV. I LAV. I I I I WASHER I I LAV. I 2x4 5TUD5 AT 16" O.G. NOTCH TOP SIDE UNDER ROOF BOARD FINISH # - I 2 -2x4 TOP PLATE; 2x4 50 E PLATE _ 1_O I I L L I I I I I I I I Y2" GYPSUM WALLBOARD ON BOTH SIDES MAX. NOTCH DEPTH - 5 Y2 Q TUB TUB NOTE: ALL DUCTS SHALL BE � •tk } I I I (2)-2x10 HDR � LOCATED IN THE ATTIC, INTERIOR TYPICAL EXTERIOR WALL R-20 p SECOND STORY WALL CAVITIES SHOWER I I 2x4 STUDS AT ib" O.G. z AND SECOND FLOOR PLATFORM. <J j I (2)-2x4 TOP PLATE; 2x4 SOLE PLATE Fy MIN. R-4.2 DUCT INSULATION, Z 2nd FLOOR ----_L _ _I_ _ _ ____ __ (2)-2x8 HEADERS UNLESS OTHERWISE NOTED ON PLAN W O -------- ---- - - - -� - R-15 UNFAGED FIBERGLASS BATT CAVITY INSULATION BEDROOM 2 In HALL BEDROOM 5 L C.O. I 1-I/2" W I-1/2" WI 3" W 2" H 2' W I 2" IN 2 H 3" H 2 H I-I/2" W I VINYL SIDING OVER HOUSEHRAP OVER R-5, I" XPS INSULATION 11 2" H I 2 H I 3" W G.O. I OVER 1/2" STRUCTURAL PANEL SHEATHING GS-HSP WOOD FLOORING OVER N m i 3/4" PLYWOOD SUBFLOOR I— - 3 H (2)-1.75 x 14 LVL FLUSH HDR _ - - _ I ---- - ---- , CEILING _ _ -. - � I ' - ( I R-13 2" CLOSED-CELL SPF II - POWDER KITCHEN I 14' TJI-560 FJ AT I6' O.G. I I1 w (� AT RIM JOIST „ 14" TJI-560 FJ AT 16" O.G. T_ V I LL _ I I (2)-1.75 x 14 LVL FLUSH HDR STAIRS ��Q 3 } I ?I 11 . 1 z (3)-1.75 x 14 LVL O rn in l N I cv I O. . I I O I/2" GYPSUM I I I I I ! ! „ W BOARD FINISH z Lu HG KIT SINK LAV. I I I D1 1 LIVING, ROOM 4 ? z FAMILY ROOM I Q I W. . . . W I 15t FLOOR PLATFORM 1st FLOOR I HOOD FLOORING OVER -------------------------------- ----------- ---------- ----------I-- ------------------ ----------------------- -------------------------------J 3/4" PLYHDOD SUBFLOOR I 1-1/2" W 3" H 2" H i 2x10 FLOOR JOISTS AT 16" O.G. G.D. 2" H 3:: H I 3" H 2' W G.O. I GROSS BRIDGING AT MIDSPAN - - ------------------------------ ---------------------------------------- ----------------------------------------------------------- R-132 CEILING I � " CLOSED-GELLSPF II 11 I AT RIM J015T i r 4„ ---L — —uF•A•1• 5TAIRS BASEMENT (3)-1.75 x 11.875 LVL GDR FINISHED GRADEN (4)-3/8" LAG 56REH5 I FINISHED GRADE (INDIRECTLY CONDITIONED) SILL CONSTRUCTION: SLOPE 6" IN 10' MIN. AWAY FROM BUILDING 2x6 P.T. (UG35) SILL ON TERMITE SHIELD G.O. 4" H ON SILL SEAL WITH 1/2" ANCHOR BOLTS l l I ry (SEE TYPICAL HALL DETAIL) V �/ I TO APPROVED HOUSE TRAP i SANITARY SYSTEM ID" POURED CONCRETE FOUNDATION STEM WALL 'II ,' O BASEMENT FLOOR t VERTICAL REINFORCEMENT: #4 REBAR AT 12" O.G. a N>1 �-u o) W V -BASEME ---------------------------------------------------------------------------------------------------------------------------------------------J 1j" TO 4j" CONCRETE COVER FROM INSIDE FACE W Q FULL HEIGHT R-11 BLANKET WALL INSULATION Iv Z m ? O FLUME31 NO RI 5ER D I AORAM HORIZONTALTOP BAR W THIN 12 F TOP O AT la" O.G. 1/2" GYPSUM � A5TM E54 MAX. FLAME SPREAD INDEX wz AS MANUFACTURED BY GERTAINTEED CORP. 25 �- � � � � d) 7= � BDARD FINISH `r MAX. SMOKE DEVELOPED INDEX SCALE: NTS UPON 24" x 12" Ht CONTINUOUS P.G. FOOTING s 50 [Q — — -�is O -I W [R302.7] (� )- O z MINIMUM 3'-0" BELOW GRADE 't 1 Lu Z 0 O z 4" P.G. FLOOR SLAB TOP OF BASEMENT SLAB D_ DC W ® O QJ =`4fx O O > %Z Q X 30"x 30"x12" DEEP P. GONG. SPREAD FOOTING (v r(� N O Q It' I DO E TF'NS I ON STRAP: w/(3) #5 REBAR E.W. a v , Q (� WRAP STRAP OVER RAFTER SECTION A (3) 10—d COMMON NAILS AT EACH END OF STRAP SCALE: I/4" = I ft _ ep o (1 RAFTFR TO STUD : WRAP STRAP OVER RAFTER RTM r,a .. RAP AL (4) &-d RNATE: H2A UPLIFT CONNECTOR INSTALLEDIAN MANUFACTURER'5 SPECIFICATION D LIVERED SEP 1 2 223 WHERE RAFTER ALIGNS KITH STUD m 2x ROOF RAFTERS AT 16" O.G. O USE &ALV. HURRICANE TIE BETWEEN O p EVERY RAFTER AND THE ROOF BEAM O 2x GEILING JOISTS AT 16" D.G. m USE (3)-16d NAILS AT RAFTER O to HEEL JOINT CONNECTION ROOF BEAM (SEE PLAN FOR SIZE) UG3A PRESERVATIVE TREATED To IL NALL STUD TO MALL STUD ' ASSEMBLE HITH 10-d NAILS 2x EXTERIOR WALL O O c In Q STRAP OVER OR UNDER 5HEATHIN6 12" O.G. STAGGERED ALONG LENGTH (4) 8—d COMMON NAILS AT EACH END OF STRAP MT530C 5TRAP—TIEI O SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET - EACH RAFTER - VENTED VINYL SOFFIT 1x8 TRIM BOARD O LO � � (� UPLIFT CONNECTIONS: GSI& GALV. COIL STRAP a �{- USE (2) AT EACH POST, TOP $ BOTTOM R-30 BATT INSULATION O 1Q O v 5/4"xb" DECKING (4)-I0d NAILS AT EACH END STUD TO FLOOR JOIST I-I/4 WIDE 2 STEEL S l� ) 0 PERPENDICULAR TO JOISTS 51MP50N COIL STRAP GALVANIZED STEEL STRAP < -12 Q� O W (2)-8d THREADED NAILS OR (4)-8d NAILS AT EACH END EACH SIDE IN WINDOW AND ua (2)-No. 8 WOOD SCREWS AT DOOR OPENINGS, INSTALL tI ' v 4x4 HOOD COLUMN 2x SOLID BLOCK AIR-SEAL BETWEEN FJ STRAP FROM TOP OF TOP Lu g p- � O EACH SUPPORTING MEMBER UG3B PRESERVATIVE TREATED 2x RIM BOARD PLATES TO JACK STUD. � (L O [R507.7] REST DIRECTLY ON FLOOR BEAM MINIMUM LENGTH BELOW �- a FLOOR BEAM (SEE PLAN FOR SIZE) CANTILEVERED FLOOR JOIST HEADER = LENGTH ABOVE l{l FLOOR JO15T5 UG3B PRESERVATIVE TREATED N (SEE PLAN FOR SIZE) ASSEMBLE HITH THO ROWS OF IDd NAILS BOTTOM OF HEADER O - STUD TO SILL FLATF : UG3B PRESERVATIVE TREATED I6" O.G. ALONG EACH EDGE [R507.5] V z WRAP STRAP UNDER SILL PLATE PER CODE 3(b" 05B 8 VINYL SOFFIT lu (6) 8—d COMMON NAILS AT EACH END OF STRAP GRADE (� 4x4 WOOD POST O T_ ><-1 SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 7 FLOOR JOIST TO WALL: IL %Z%Z O UG35 PRESERVATIVE TREATED 51MR50N H2;(5)-8d NAILS TO FJ ff (5)-ad NAILS TO STUD ° a 2x EXTERIOR WALL to '°,' :. a PB44 HOT-DIPPED GALV. ALTERNATE WHERE FJ/STUD MISALI&NS: ` POST BASE ANCHOR FLOOR JOIST TO PLATES: SIMPSON H2.5;(5)-&d NAILS TO FJ, (5)-&d NAILS TO PLATES < PLATES TO STUD: a 12"I:P x 6-0" HIGH P.G. COLUMN HITH (2)-#4 SIMPSON H2.5;(5)-8d TO PLATES, (5)-8d TO STUD ° VERTICAL REBAR ON 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 DATE: SEPTEMBER 2023 REBAR EACH HAY, REBAR 4" ABOVE BOTTOM SECTIONS 4 DETAILS H I OH-lel I ND UPLIFT STRAFF I NO TYF I GAL FORCH DETAIL DETAIL L AT FLOOR CANTILEVER TENSION STRAP I NO AT NALL OFEN I NO5 DRAWING NUMBER 50ALE: NTS SCALE: NT5 SCALE: NT5 SCALE: NTS NOTE: ALL METAL STRAPPING SHALL BE 1 1/4" x 20 GAGE (SIMPSON C520 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 RESIDENTIAL GODE OF NEW YORK STATE u RIOI.I UNIFORM GODS: All work shall conform to the New York State Uniform Fire Prevention and Building Code - n NYGRR TABLE R301.2(1) WIND COMPLIANCE PATHWAY NOTES and publications Incorporated by reference therein. O CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA RI05.2 BUILDING PERMIT: A building permit shall be Issued by the H WIND DESIGN SUBJECT TO DAMAGE FROM WIND DESIGN 5TANDARD: 2020 RCNYS Town prior to the start of work. A copy of the building permit V GROUND SEISMIC WINTER ICE BARRIER AIR MEAN FLOOD ULTIMATE DESIGN WIND SPEED: OBTAINED FROM and approved construction documents shall be kept on-site until project completion. SNOW Seed 'To o ra hic Special wind Windborne DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL htt s://hozords.atrounr-ll.or FOR THE PROJECT LOCATION: p p Speed 'Topographic p HAZARDS https://hozords.atrounr-ll.org � Weathering Termite TEMP REQUIRED INDEX TEMP RI06.3 DE51GN PROFESSIONAL+ A Certificate of Authorization Is LOAD (mph) effects region debris zone CATEGORY depth N 41.0663 W 72.4452 THI5 NEW RESIDENTIAL STRUCTURE UTILIZES filed with The State Education Department entitlingD'Amaro °F Yes None 5997-DAYS -DAYS 51.0° F WIND DE51GN IS NOT REQUIRED IN ACCORDANCE WITH F16URE 25 psf 127 None No No B Severe 36 M to H 15 PRE-ENGINEERED WOOD CONSTRUCTION Engineering and Surveying,P.G. ("Designer") to provide V R301.2(5)B FOR FLOOR FRAMING AND ROOF FRAMING. professional engineering services. However,the Designer has MANUAL J DESIGN CRITERIA-Central Islip MEAN ROOF HE16HT 15 NOT GREATER THAN 30 FEET [TABLE not been retained to provide construction engineering, 0 8301.2(3)] THE OWNER SHALL NOTIFY THE TOWN AND supervision nor inspection,and therefore Is not responsible Winter Summer Altitude correction Indoor design Design temperature Heating temperature X THE ABOVE 51ON IN ACCORDANCE for work performance of the builder. The builder shall EXPOSURE GATEOORY- EXPOSURE B AFFIX O Elevation Latitude heating cooling factor temperature cooling difference '* WITH TITLE la NY PART 1265 Immediately notify Designer, In writing, if there is any lu COMPONENT AND CLADDING LOADS [TABLE 8301.2(2)]DO NOT discrepancy found between field conditions and plan 39 ft 410 North 150 99%outdoor DB 85° 1% outdoor DB 0.999 70°F 75°F 55°F REQUIRE ADJUSTMENT COEFFICIENTS [TABLE 8301.2(3)] dimensions, especially with regard to existing construction. Ul MAIN ROOF UPLIFT CONNECTION FORGE = 228 plf (30'-0" roof 83012.1 WIND DESIGN: In accordance with Figure 83012(5)8 wind m Cooling temperature Wind velocity Wind velocity Coincident Winter Summer - g N Daily range span, 140 mph, pitch less than 5:12) [TABLE R802.1] design Is not required. This building is designed in difference heating cooling wet bulb humidity humidity accordance with the wind provisions of the 2020 RCNY5. 0 WALL-TO-WALL UPLIFT CONNECTION FORGE = 168 plf 10°F 15 mph 7.5 mph 72°F Medium 16°F to 25°F N/A 50% (design) - WALL-TO-FOUNDATION UPLIFT CONNECTION FORGE = 148 plf 4 cv R301.2.12 PROTECTION OF OPENIN65: This building Is not located O UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP In a Windborne Debris Region. u- AND BOTTOM OF ALL BRACED WALL PANELS [8602.3.5]. 83012.4 FLOODPLAIN: This building is not located in a flood # hazard area. } LU 8301.5 LIVE LOADS: Minimum uniformly distributed live loads: QWC '..,_. Attics without storage 10 psf,Attics with storage 20 psf, O Balconies 4 decks 40 psf,Rooms other than sleeping rooms 40 psf,Sleeping rooms 30 psf,5tairr 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) R301b ROOF LOAD: Roof Design Load Is based on the greater of the 6round Snow Load (20 psf,applied per ASCE-7) and NUMBER AND TYPE NUMBER AND TYPE SPACING`OF FASTENERS projected roof live load per Table R301.6. Span table ITEM DESCRIPTION(OF BUILDING ELEMENTS a b, SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS a b, SPACING AND LOCATION NOMINAL MATERIAL a b design 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) (inches) support ( ) (inches) 8301.8 NOMINAL SIZES: Dressed (umber dimensions specified on 1 „ inches 4-8d box(2Y2"x 0.113 ), or 4-8d box(2Y2"x 0.113 ), or (inches) these plans are nominal sizes. Engineered wood dimensions 1 Blocking between ceiling joists or rafters to top plate 3-8d common(2%"x 0.131"); or Toe nail 21 Joist to sill,top plate or girder common 3-8d 2 Yx" 0.131");or Wood structural panels,subfloor,roofs and wall sheathing to framing and particleboard wall sheathing to framing (LVL,P5L, I foists, glu-lams,etc) are actual dimensions. ( 3-1 Od box(3"x 0.128");or 3-10d box(3"x 0.128");or Toe nail Staple 15 ga. 1 Y4 4 8 8302.1 FIRE-RESISTANT EXTERIOR KALI-5i All exterior walls and 3-3" x 0.131"nails 3-3"x 0.131" nails i i projections shall be located at least 5 feet from lot lines and Up to/ 0.097 -0.099 Nail 2 3 6 are not fire-reslstonce rated. 4-8d box(2 Y"x 0.113");or 8d box(2Y2" x 0.113") 4" o.c.toe nail Staple 16 ga. 1 Y4 3 6 R302A FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR 3-8d common(2 Y"x 0.131"); or Per joist,toe nail 22 Rim joist,band joist or blocking to sill or top plate 8d common(2 Y" x 0.131"); or 0.113 Nail 2 3 6 WALLS AND CEILINC75: Gypsum wallboard Is a Glass A finish 2 Ceiling joists to top plate 3-1 Od box(3"x 0.128");or roof applications also " " '� 19 5 Staple 15 and 16 a 2 having a F5l = I5 (req'd max. 200) and a SDI = 0 (req'd max. ( pP ) IOd box(3 x 0.128 ), or 6 o.c.toe nail /2 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 Y4 4 8 R302.10 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 Y"x 0.113"); or Staple 14 ga.2 4 8 INSULATION: Exposed Insulation that Is not installed In 3 partitions [see Sections 8802.3.1,8802.3.2 and Table 3-16d common(3%" x 0.162"); or Face nail 2-8d common(2%"x 0.131");or Staple 15 ga. 1 Y4 3 6 concealed spaces having substantial contact with cavity R802.5.1(9)] 4-3"x comm 23 1 x 6 subfloor or less to each joist 3-8d box 3"x 0.128" • or Face nail 2 32 and 334 1 surfaces shall have a F51 s 25 and a 5DI � 450. see plans ( )] ) ( )� 0.097-0.099 Nail 2/4 4 8 for exposed Insulation values. 2 staples, V crown, 16 ga., 1 Y4" 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 R802.3.1 and R802.3.2 and Table Table R802.5.1(9) Face nail3-16d box(3 Y" x 0.135"); or Staple 14 ga. 2Y4 4 g around all penetrations of the floor and telling planes,and R802.5.1(9)] 24 2 subfloor to joist or girder i „ Blind and face nail 2-16d Common 3/ x 0.162 1 where otherwise specified by the 2020 RGNYS. ( ) 0.113 Nail 2/4 3 6 4-1 Od box(3"x 0.128"); or 25 2"planks(plank&beam-floor&roof) 3-16d box(3 Y ' ) At each bearing,face nail p g" x 0.135" • or 1 Staple 15 a. 2 4 4 8 8302.12 DRAFT5TOPPIN6: Not needed for this project. Y2"„ 5 Collar tie to rafter,face nail or 14" x 20 ga.ridge strap 3-10d common(3"x 0.148"); or Face nail each rafter 2-16d common(3 x 0.162) 0.097-0.099 Nail Y 4 8 8302.13 FIRE PROTECTION OF FLOORS: Not needed for this to rafter 4-3"x 0.131") 1 „ „ project under Exception 4. 3-16d common(3 x 0.162 ), or SPACING O FASTENERS 4-1 Od box 3"x 0.128" or NOMINAL MATERIAL a,n 8302.14 COMBUSTIBLE INSULATION CLEARANCE: Recessed „ . ( )> DESCRIPTION OF FASTENER AND LENGTH 3-16d box(3Y2"x 0.135 ),or 26 Band or rim joist to joist „ :: End nail THICKNESS d luminaires shall be IG-rated I/A/W NII02.4.5 with separation 2 toe nails on one side and 1 toe 4-3 x 0.131 nails; or inches Edges Body of panel P 3-10d common(3"x 0.148"); or nail on opposite side of each rafter :: � :: inches (inches) from Insulation per listing. Z 6 Rafter or roof truss to plate 4-3 x 14 a. staples, / crown (inches) (inches) (inches) - 4-1 Od box(3"x 0.128"); or pp or truss' g p � 16 R3o8.4 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;within 60 Inches of wet surfaces; m 4-16d box(3%"x 0.135");or at top and bottom and staggered. Fiber-cement and at locations where shown on the plans. (n W m tj 3-1 Od common 3"x 0.148" • or l Od box 3" x 0.128" • or 24" o.c. face nail at to and bottom 3d corrosion-resistant ring shank nails tv! Z u.I W ( )' Toe nail ( )' p g 3 6 R309•I GARAGE FLOOR SURFACE: Garage floor shall be 5-Inch � Z Z �•� d3 Z pC 4-1Od box(3"x 0.128"); or 3"x 0.131" nails staggered on opposite sides (finished flooring other than tile) thick poured concrete sloped 1/4-Inch per foot toward vehicle fp -t� - -t U- O -1 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 V Q= t- Z LuZ And: Staple 18 ga.,s long,i4 crown v t1 O ? 7 finished flooring other than the 3 6 8310 EMERGENCY ESCAPE AND RE50UE OPENINGS: It Is the � LU O dl A_ IU to minimum 2"ridge beam i „ „ • 2-20d common 4"x 0.192" or ( g ) r- tu 3-16d box(3/ x 0.135 ), or ( )' Face nail at ends and at each splice 4 builder's responsibility to verify that window units supplied by Q > A- O W 2-16d common(3 2"x 0.162");or 3-I0d box(3" x 0.128");or 14 long x .121 shank x .375 head diameter corrosion-resistant the manufacturer comply with the dimensional requirements for A.. OC-1 ® O End nail 3-3"x 0.131" nails 8 8 emergency escape and rescue openings where requtred. <-4 O tY 3-lOd box(3" x 0.128"); or (galvanized or stainless steel)roofing nails(for the finish) O I } 4 4 3-3"x 0.131"nails 8311.1 STAIRWAYS: Interior stairways shall be re-assembled �-< 4-16d box 3%" x 0.135" ; or 1 4 long,No. 8 x .375 head diameter,ribbed wafer-head screws O QC ( ) g g wood units. The maximum riser height shall 8-1/4 Inches and ry O < 0 Wall 3-16d common(3 Y" x 0.162"); or (for the finish) the minimum tread depth shall be cl Inches,plus nosing where Z 28 Ledger strip supporting joists or rafters At each joist or rafter,face nail required. Provide handrails per Code. • < 16d common(3%"x 0.162") 24"o.c. face nail 4-1 Od box(3"x 0.128");or Plywood 8 Stud to stud(not at braced wall panels) IOd box(3"x 0.128"); or „ 4-3"x 0.131"nails 14 ring or screw shank nail-minimum 8312.1 GUARDS: Walking surfaces more than 30 inches above „ „ 16 o.c. face nail 1 5 i 3 6 grade,and steps leading thereto,shall have guards that Z 3 x 0.131 nails 2-1 Od box(3" x 0.128"); or 2-8d common /and/6 12/ga. (0.099 ) shank diameter conform to Code,.29 Bridging or blocking to joist 2%"x 0.131" • �� Each end,toe nail Y2"" „ ( ), or 2-3 x 0.131 nails Staple 18 ga.,Y/,Y16 crown width 2 5 16d box(3/ x 0.135 )' or 83122 WINDOW FALL PROTECTION: Windows with sills less than I-1 9 Stud to stud and abutting studs at intersecting wall 12 o.c. face nail 3"x 0.131"nails SPACING OF FASTENERS i i 3 is i 1 Y4 ring or screw shank nail-minimum e 24" above finished floor and greater than 72" above grade corners(at braced wall panels) /2, /, /2 and/ 6 8 shall be protected per Code. 16d common(3%"x 0.162") 16"o.c. face nail DESCRIPTION NUMBER AND Intermediate 12Y2 ga. (0.099") shank diameter Edges �,e 16d common(3 Y" x 0.162") 16"o.c. each edge face nail ITE OF BUILDING ELEMENTS TYPE OF FASTENER", h supports i g R3I4 SMOKE ALARMS AND HEAT DETECTION: Interconnected �` ,.p=-: •.,, 10 Built-up header(2"to 2"header with Y2" spacer) (inches) 1 /2 ring or screw shank nail-minimum 3 6 smoke alarms,carbon monoxide alarms,and heat detection �•" „• "•r- 16d box(3 Y2" x 0.135") 12" o.c.each edge face nail (inches) 1 32,s/s,232 and 4 12 Y ga. (0.099") shank diameter alarms shall be installed at all locations shown on the plans. d Ilk" , n .�„•;(": 5-8d box(2 Y" x 0.113"); or Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing Staple 16 ga., 1 Y 6 8 R3I5 CARSON MONOXIDE ALARMS: Install at all locations �-1 11 Continuous header to stud 4-8d common(2%"x 0.131") or Toe nail [see Table R602.3(3) for wood structural panel exterior wall sheathing to wall framing] r specified on the plans. f f„'"' Hardboard P .< °t, 4-1Od box 3"x 0.128" s :, _i ( " ") r ' g ring-grooved <, (' ( ) 6d common 2 x 0.113 nail 1 /2 ion rin - moved nail 6 6 8317 WOOD DECAY PROTECTION: Lumber specified In the plans 16d common(3 Y"x 0.162") 16"o.c. face nail 30 /s (subfloor,wall)' 6 12 0.200 4d cement-coated sinker nail 6 6 as pressure preservative- treated (P.TJ shall be In ,i ,.r, fiR:r;'� •` ' t accordance with AWPA UI for the Intended use and location. , 12 Top plate to top plate IOd box(3"x 0.128"); or 31 132" - V 8d common nail(2 Y"x 0.131") 6 12f Staple 18 ga.,Y8 long(plastic coated) 3 6 Fasteners shall be hot-dipped galvanized steel, stainless ` c; 12 o.c. face nail ( " „) Particleboard steel,silicon bronze, copper or 1/2 diameter or greater 3"x 0.131"nails l Od common 3 x 0.148 nail;or pp g 32 1%" - 14" i „ „ 6 12 steel bolts. 8d(2Y2"x 0.131 )deformed nail 4d ring-grooved underlayment nail 3 6 4 R401.4.1 GEOTECHNICAL: Footings and foundations shall rest on n I"� 8-16d common(3 Y" x 0.162"); or Other wall sheathings Staple 18 ga.,3/8 Ion Y16 crown 3 6 undisturbed loll with a minimum load-bearing value of 2,000 tJ l+v�R�� �i 1 2 ��23 Face nail on each side of end joint 1 Y2" galvanized roofing nail,%6"head 6d ring-grooved underlayment nail 6 10 psf. Visually graded soils that have this load-bearing value 12-16d box(3 Y" x 0.135")• or minimum 24"la splice length 33 Y" structural cellulosic fiberboard sheathing i „ 3 Include 6W t 6P-gravel and sandy gravel;6M d 6G-silty and 13 Double top plate splice ' ( p p ' g g 3 6 12-10d box(3"x 0.128"); or diameter,or 1 crown staple 16 ga., 1 / long Staple 16 ga., 1 g long,4 crown 3 6 clayey gravel;5W 4 5P-sand and gravely sand;5M +t 5G-silty each side of end joint) d 12-3" x 0.131"nails 3 :: � :� an clayey sand. Unsuitable subsoil material encountered 1 / galvanized roofing nail, 16 head i Y 6d ring-grooved underlayment nail 6 10 durin excavation shall be excavated and replaced in-situ to 34 2%2" structural cellulosic fiberboard sheathing diameter,or V crown staple 16 a. 1 ,i/" long 3 6 �' s s 3 with Y4' crushed stone to a minimum depth of 8 Inches or AOBE. p g � g Staple 16 ga., 1 /long,/crown 3 6 P 16d common(3 Y"x 0.162") 16" o.c. face nail 1 „ d 1 Y"galvanized roofing nail; staple galvanized, R4022 CONCRETE: Basement walls,foundation walls,exterior Bottom plate to joist,rim joist,band joist or 35 / gypsum sheathing I „ t „ 7 7 walls and other vertical concrete work exposed to the -1 1/ long; 1/ screws,Type W or S For SI: 1 inch=25.4 mm. weather shall be air entrained stone concrete with a minimum O 14 blocking(not at braced wall panels) 16d box(3 Y"x 0.135");or 12"o.c. face nail �� �� 3 �� compressive strength of Pc=3,000 psi at 28 days. Porches, m S 3 x 0.131 nails s �� d 1 /4 galvanized roofing nail; staple galvanized, P 9 p y • 36 / gypsum sheathing 1 g" ion 1 8" screws Type W or S 7 7 a. Nail is a general description and shall be permitted to be T-head modified round head or round head. carport slabs and steps exposed to the weather,and garage 3-16d box 3 Y"x 0.135" • or 3 each 16"o.c. face nail g' ' Y11 floor slabs shall be air entrained stone concrete with a O / `A Bottom plate to joist,rim joist,band joist or ( )� b. Staples shall have a minimum crown width of Y16-inch on diameter except as noted. minimum compressive strength of Pc.=3,500 psi at 28 days. Q 15 2-16d common(2 Y"x 0.162"); or 2 each 16"o.c. face nail Wood structural panels,combination subfloor underlayment to framing P p P 9 PIn tL 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. O O 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 37 3/" and less1 „ 6 12 Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. systems shall extend below the frost line, i.e.,to a minimum I 8d common(2 x 0.131 )nail d. Fasteners shall be placed in a grid pattern throughout the body of the panel. depth of 3'-0" below finished grade. Oci 4-8d box(2 Y"x 0.113");or nn,, 3-16d box 3%"x 0.135" or „ - 8d common(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. 1� U } l ( )� 38 / 1 i „ 6 12 R404.1.7 BACKFILL: Backfill shall not be placed against Ul DC Z 4-8d common(2%"x 0.131");or Toe nail 8d deformed(2/ x 0.120 )nail f. Hardboard underlayment shall conform to CPA/ANSI A 135.4 foundation walls until cured a minimum of 7 days. Brace top Q O p O 4-1 Od box(3"x 0.128"); or l Od common(3"x 0.148")nail; or g. Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind speec is less than and bottom of wall during backfill placement. (�/ O� -1 Ulu - 4-3"x 0.131"nails 39 1 4" - 14" 1 „ 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using "' O z0 Q O 8d deformed 2/ x 0.120 nail R502.1 WOOD FLOOR FRAMING: Load bearingdimension lumber 16 Top or bottom plate to stud ( ) the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer p 0.3-16d box(3 Y"x 0.135");or 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 J O Z 2-16d common(3 Y"x 0.162"); or End nail 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 10 6. v LU Q W v 3-10d box(3" x 0.128"); or 8602 WOOD WALL FRAMING: Load bearing dimension lumber shall Q Q IOL L 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 be Douglas fir-larch No. 2 or better. Studs shall be a minimum _1- Q, O sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL No. 3,standard or stud grade lumber. E- XAC 3-1 Od 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 Q_ OL WALL SHEATHING USED TO RESIST WIND PRESSURES 8702.3 GYPSUM BOARD: All Interior walls to be covered with YY 17 Top plates, laps at corners and intersections 2-16d common 3 Y" x 0.162" or Face nail ( )' g g sum board;taped,sparkled and pointed;unless otherwise �j Z ( ) ksi for shank diameters of 0.142 inch or less. gypsum P P P Z 3-3" x 0.131"nails noted on plans. O b. Staples are 16 gage wire and have a minimum 16-inch on diameter crown width. MINIMUM ULTIMATE DESIGN v Z (� MINIMUM WOOD MAXIMUM PANEL NAIL n 3-8d box(23/2"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 WIND SPEED Vi1t 8703.3 510ING: Exterior wall covering shall be vinyl siding tested a[ � lu 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 -t o 2-8d common(2 Y" x 0.131"); or Y Y p pP Y PANEL (mph) with fasteners In strict accordance with the manufacturer's O O QAC 18 1 brace to each stud and plate „ Face nail e. S acro of fasteners not included in this table shall be based on Table R602.3 2 . PANEL SPAN SPACING I f 2-10dbox(3 x0.128");or Spacing O Penetration THICKNESS Ed es Field Wind ex osure Cate or Instructions for high-wind regions. Use stainless steel Halls for � f For wood structural panel roof sheathing attached to able end roof framing and to intermediate supports within 48 Size RATING (inches) g p category fasteningvinyl siding on buildings located within 3,000 feet of 2 staples 13/4" p g g g pp (inches) (inches) (inches o.c.) (inches o.c.) B C D the ocen line. g g p inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is lessm 3-8d box(2Y2"x 0.113"); or than 130 mph and shall be spaced 4 inches on center where the ultimate design wind speed is 130 mph or greater but 6d Common 3 8802.1 WOOD ROOF FRAMING: Load bearing dimension lumber 2.0"x 0.113" 1.5 24/0 / 16 6 12 140 115 110 for rafters, trusses,roof beams and ceiling outs shall be 2-8d common(2 Y"x 0.131")• or less than 140 mph. ( ) g j 19 1"x 6" sheathing to each bearing 2-1 Od box 3"x 0.128" • or Face nail Douglas fir-larch No. 2 or better. ( ), g. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard 8d Common 16 6 12 170 140 135 2 staples, V crown 16 a. 1 3/" long sheathing shall conform to ASTM C 208. " „ 1.75 24/16 %6 8806 ROOF VENTILATION: Soffit vents shall be provided with a p S g g (2.5 x 0.131 ) 24 6 12 140 115 110 h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and requi-ed minimum net free ventilating area of X50 of the area of the DATE: SEPTEMBER 2023 3-8d box(2Y2"x 0.113"); orvented space within the soffit. Attic Is unvented. blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges 3-8d common(2 Y"x 0.131");or supported b framing members and required blocking. Blocking of roof or floor sheathing panel edges e endiculzr to For SI: 1 inch=25.4 mm, 1 mile per hour=0.447 m/s. Ra05.2 ASPHALT SHINGLES: Asphalt strip shingle wrappers shall pP Y g q g• g g p g p � p 9 PP 3-1 Od box (3" x 0.128");or the framingmembers need not be provided except as required b other provisions of this code. Floor perimeter shall be be labeled to Indicate compliance withASTM D-7158 Glass 6 „ p p q Y p p or H,or ASTM D-3161 Glass F,and shall be fastened in NOTES 3 staples, 1 crown, 16 ga., 13/4" long supported b framing members or solid blocking. a. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 pp y g $• accordance with the manufacturers Instructions to achieve 20 1"x 8" and wider sheathing to each bearing 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 Wider than 1 x 8 b. Table is based on wind pressures actin toward and away from building surfaces in accordance with Section R301.2. stainless steel nails when building within 3,000 feet of 4-8d box 2 Y"x 0.113" ;or one side of the rafter and toenails from the ceiling joist to top plate in accordance with this schedule. The toe nail o1 p g Y g saltwater. ( ) the opposite side of the rafter shall not be required. Lateral bracing requirements shall be in accordance with Section 8602.10. DRAWING NUMBER - 3-8d common(2 Y"x 0.131"); or j. the opo 1 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 810062 AIR SUPPLY: All combustion air for factory-built 3-1 Od 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, V 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 INFORMATION BEFORE PROCEEDING Load bearing or braced/shear wall I JOIST DETAILS ( ) Plate nail-16d 0.135"x 3�" at above must stack over wall below 1 12"on-center ( ) Load bearing or braced/shear wall above Plate nail, 16dent 0.135"x 3 Y2") Plate nail, ent (0.135 x 3/2") ® must stack over wall below when resent ( When sheathing thickness exceeds / , 2x stud wall at Floor panel nail- Blocking panel: 1Ys"TJ Rim Board, 1 ( present) ALLOWABLE HOLES - TJI JOIStS at 16"on-center at 16"on center _ 1 ® . . No load bearing z trim sheathing tongue at rim board 16"on-center 8d 0.131"x 2/2" at 6" on-center Ya' TimberStrand LSL or TJI joist. Blocking panel: Web Stiffener ( ) wall above Min.distance from Table A Min.distance from Table B 1Yz"hole may be cut Q 1Ya"TJs Rim Board, 1Y4" required on both Plate nail-16d(0.135"x 3X") anywhere in web out- F.., Blocking panel: side of hatched zone TimberStrand® LSL or sides at A2W ONLY at 16"on-center* Web stiffeners required on 2x4 minimum Web stiffeners 1 DO NOT 1/a•'TJs Rim Board, Sheathing both sides at A3.4W ONLY squash blocks required each side 1 cur or notch flange. TJ I0 joist Floor panel nail- * g at B3W ONLY 1/a'•TimberStrands LSL ' boundary nails, 8d(0.131"x 2/2")at 6 on 8d 1 „ 1 or TJI joist 8d(0.131"x 2/z )a 1/a"TimberStrands � O � O Z Web Stiffeners required 4"on-center LSL rim board. Y16" Web stiffeners 6" 6" Rim-to-joist q O O required on both Q t nail ' • each side at A3._W ; B 1 B 1 W 'd f both' ' t •' V Toe nail-10d(0.131 sides o o joss 6 L 1 2 x D1 D+ Closely grouped round L2 2 x L2 D2 6" 6" Toe nail, Toe nail, 1 o When sheathing ends at B4W ONLY No Field cut minimum holes are permitted if minimum No field cut Donor cur 1/8"TJ" Rim Board(A3/A3W 9 x 3")at 6"on-center 10d(0.131"x 3") 10d(0.131 x 3") TJIs rim joist thickness exceeds/e', 12 Web stiffeners re uired DO NOT Holes In (applies to all holes the group perimeter holes In no/es larger Q only)or q End of joists at hatched meets requirements for hatched1!12 u- at 6"on center at 6"on-center ' ® trim sheathing tongue min• cut holes In cantilever except knockouts) q than *In 1/a"TimberStrand LSL. g g For rim board thicker than 13/4" on both sides at B1 W centerline zones round or square holes. zones cantilever TJIs rim joist at rim board and B2W ONLY reinforcement. q Q Web stiffener -Attach TJI Joist to rim board with one 10d(0.128"x 3") of support 111 Toe nail-10d(0.131"x 3") Table A - End Support required on both Must have 13/4"minimum * Install proper blocking to nail.Top nail from TJI joists into rim board. Blocking panels may be required pp Q li j at 6"on-center P P 9 9 P Y q * 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 B2W Blocking panels may be required with braced/shear B3 63W with braced/shear walls above or B4 g4W Minimum distance from edge of hole to inside face of nearest end support z to Al Al W A2 A2W rim joist per A3 detail. A3 A3.1 A3.2 A3.3 nail from side of parallel closure into rim board. walls above or below-see detail B1 O O below-see detail B1 O O JOIST TJI's ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE O O m *For additional installation specifications see Rim Board Details and Installation in A3W A3.1 A3.2 tA3.3 *For additional installation specifications see Rim Board A3.4 A3.4* DEPTH 2•' 3•' 4" 5" 6%" 7" ar/8 11" 13" z•' 3'• a• 5•' sY2 7' e%" 11' 13' O O Nail through 2x-Cantilever,wood backer and 110 1'-0" 1'-s" 2'-0^ 3'-0" 5'-0" 1'-0" 1'-s" z'-s" 3'6^ a'-s" V 1 Weyerhaeuser Installation Guide fbr Floor and Roof Framing, TJ-9001. O O O Details and Installation in Weyerhaeuser Installation Guide 1Ys"'TJs Rim Board or 1Y4"TimberStrands LSL. TJ 10 joist web with 2 rows 10d 0.148"x 3" Q N t for Floor and Roof Framin ,TJ-9001. Blocking j ( ) 9y2, 210 1'-0^ 1'-s~ 2'6" 3'-0" 5'-6" 1'-0" 2'-0^ z's~ a'-o^ 5'-0" 1 9 Nail with 10d(0.131'•x 3")nails,one each at panel nails at 6"on-center,clinched. 230 r-6^ r-o" 2'-6" T-6" F-6" r-0" 2'-0^ T-0" 4'-6" s-0" Q N - top and bottom flange. Nail to blocking panel Use 16d(0.135"x 3Y2")nails with 3Y2"TJIs 360 r-s' 2'-0" T-0^ 4'-0^ 6'-0" r-6" 2'-6" T-6" F-0" 5'-6" with connections equivalent to floor panel joist flange widths. 560 1'-6^ 2'-6" 3•-6" 5'-0" T-o" 2'-0" T-0" a'-o" 5'-6" s'•0" 6'-0"length of TJIs joist 8"diameter maximum hole for 11%a"- 1 " 1 „ schedule. 110 r-o" r-0" r-6" r-0" 7-6^ T-0" 5'-6" r-0" r-6" 2'-0" T-6~ 4'-6" F-0" s'-0" 1/s TJs Rim Board 1/a TimberStrands 210 r-0" r-s" r-0" T-0" 3'-0" T-6" 6'-0" r-0" r-6^ 2"-6" T-0" T-o" 5'-6" 6'-6" - reinforcement and filler 16"deep blocking panels;6"diameter 11/0 230 r-o" r-s" 2'-0" 2'-6~ 3'-0" 3'-s° s•-s^ r-o~ 2'-0" r-s^ 3'-6^ 5'-s^ 5'-s^ T-o^ I 4'-0"length of 8"diameter maximum hole for 117/"- block.Use 4'-0"length maximum for blocking panels 9Y2'deep LSL.Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist r " ^ ILI one each at to and bottom flange. with one 8d(0.131"x 2%") 360 1'-6" 2'-0" T-0" 3'-6" 4'-6" F-0" T-o" 1'-6" 2'-6•' T-6" 4'-6" 6'-6" 6'-6" 7'-6" , 3/a"reinforcement on 16"deep blocking panels;6"diameter with 9Y2'and 117/8"TJIs or shorter than 12"long. P g sso r-s~ r-s^ 3'-0° a'-o" s'-6° s'-o^ a'-o" z'-s° 3'-s^ a-s^ 5'-s^ T-o^ r-s° e'-o^ 0 8"diameter maximum hole for 11 one side at E2,both joists. Do not cut flanges. Attach reinforcement to joist nail at each corner F1 applies to 7 „- p 9 P maximum for blocking panels 9Y2" j 1 110 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" T-0" T-0" 5'-6" 1'-0" 1'-0" 1'-6" 2'-0" T-6" 4'-0" 6'-0" d'-0" Web stiffeners /8 16"dee blocking panels;6"' with one 8d 0.131"x 2/2') Horizontal blocking uniformly 210 r-o° 1'-0" r-0" r-6" r-o" r-6^ T-6" V-0" r-o° I-o" 2-0^ 4- Load ^ sides at E3 deep or shorter than 12"long. 1 ® 1 nail at each corner panels between each loaded joists 14" 230 1'-0^ r-o" r-o" r-s^ 2'-6" 2-6" 4'-0" T-0" r-0" r-0" T-o" T-0" 4'-0^ F-O" T-0" 9'-o" from above required on both diameter maximum for blocking Do not cut flanges. 1/s"TJ Rim Board 1/a" sides at E1 W ONLY panels 9Y2"deep or shorter than TimberStrands LSL.Nail with joist. Nail to top plate with • only, 360 r-0^ 1'-0" 1'-6^ 2'-6" T-6" 4'-0" 5'-s" 8'-0" r-0" r-6" 2'-6" a'-o" 6'-0" 6'-6" 8•-0" 9'-6" 12"long. 10d(0.131•'x 3")nails,one 12"length of 3/4" connections equivalent to Wood �R` 560 r-0" 1'-0~ r-o" a'•s" F-o~ 6'-6^ 9'-0" r-6" T-0" 4'-0" 6-0" T-0" T-6" 9'-0~ 10'-o" Y's 1 Do not cut flanges. 1Ya"TJs Rim Board or 1Ya" each at top and bottom flange. reinforcement on floor panel schedule. backer �a+ e�e� o���� 210 r-0" 11 r-o° r-o" 1'-0" 1'-s" 2'-6^ T-s" 8'-0" r-0" r-0" r-o" 2'•0" T-0" T-a" s'-6~ V-0-.111 0" O TimberStrands LSL.Nail with one side at E5, 12"length of 3/a" i�tt`e e� ca�` oad5 L16 3so r-o~ t=o" r-o° r-0" r-s^ 2=s" a'-6" 6'-6" 9'-0" 1 0^ r-o^ r-s^ s'-o" 5=0° 10d(0.131"x 3")nails,one Attach reinforcement to both sides at E6 e� cto / reinforcement on one side <�� (O 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" T-0" 5'-0" T-6" each at top and bottom flange. joist web with 3 rows Full depth vertical a� �r �� 10d(0.148"x 3")nails at 6" blocking between at E7,both sides at E8 F1 ° �e4" F' 6" 7" s" 10" 12" 15" 17" 4" 5" 6" 7" 8•' 10" 12" 15" 11" Attach reinforcement on-center,clinched.Use 2 each joistJ 18„ 3so r-°° r-o° r-o" r-o^ z'-o° a-0° s'-s" to'-o° r-0° r-s° 3'-0° a'-s" s'-o° to'-o° tr-o^ 2x4 minimum to joist flange with A 1 "and 117 " E7 E8 Less than 5" 560 1'•0" r-0" r-o" r•0" 2'-0" 4'-6" T-0^ 1r•o° 2'-0^ T-6" 6-0" 6'•s" e'-o^ 1r-o^ 1z'-0" 14'-6~ 1 9 2 • d` rows with 9/2 a / Less than 5" squash blocks �" 8d(0.131"x 2Y2')nails at 6" a�`� TJIs 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" T-6" T-0" 4'-6" 8'-0" 11'-6•' 14'-0" 15'-6" lh"TJs Rim Board or �` on-center.When reinforcing E5 E6 /�Gap . WEB STIFFENER ATTACHMENT 560 r-o" I-4' r-0" r-a' r•o" z'-o^ 4'-6" 9'-0" tr-6^ r-0" r-6" 3'-s" ,-o" 7'-0" 10'-6" 13'-0' CS Use 2x4 minimum squash blocks to 1 s Face grain 1/a"TimberStrand LSL. d`a both sides,stagger nails. Ys"minimum transfer load around TJIs joist O 0 Nail with 1 O(0.131"x 3") O O horizontal E4 Not for use with 3%2"TJI®joist flange widths 1 23/4'maximum Table B - Intermediate or Cantilever Support E1 E1 W nails,one each at top and E2 E3 (1Y2"for TJI® Nailing: Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support bottom flange. Option#1. 560,560D) See sizes below. JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE 1 subf/oor TJI®joist blocking with end DEPTH 2•. 3' 4" 5" s%" 7" 8%e" 11" 13" 2" 3" 4" 5" 6%" 7" 8%" 11" 13" EXTERIOR DECK ATTACHMENT Apply Web stiffener both sides. adhesive to all blocks installed at Y3 joist-span 110 2'-0" 2'-6" T-F' 4'-6" T-6" r-6" 2'-6" T-6" 5'-6" 6-6- Hanger bearing plate required. Structural exterior sheathin locations using See sizes below. *With point Toad from above,and no support 1 g contact surfaces g below,Install web stiffener tight to to flange y�" 210 2'-0" 2'-6" T-6" 5'-0" 8'•0" 2'-0" T-0" 4'-0" 6'-6" T-6" Hanger height must Double TJIs Joist Filler Block: Hanger Backer Block: Install tight Maximum/a overhang two 8d(0.113"x 2j") g p g be a minimum of 60% Flashing Tight fit (gap at bottom flange) 230 2'-6" 3'-0" 4'•e" 5'-6" s'-6" 2'-0" 3'6" a's" s'-s" 7'6" of joist depth Attach per the table.Clinch to top flange(tight to bottom permitted at beam. nails or 360 T-0" 4'-0" F-6" 6'-6" 9'-0" T-0" 4'-6" 6-6" 7'-6" nails when possible. flange with face mount hangers). 2P 1 "" Nailing Requirements s6o 3'-6" F-o^ s'-o" T-6" 10'-0" 4'4^ 5'-6" 6'-6" 8'-0" 9'-0" p 9Sp 2/z screws, Depth Minimum Web Clinch nails when possible. ledger 1�lo�st a typical TJIs Joist Series ( ) Type Number Nails 110 r-0^ r-o" r-6" r-6" a'-o^ 4'-6" 8'-6^ r-0" r-6" 2'-6" 4'-0" T-0" T-0" T-s" p �.• t ical in. Stiffener Size T e g t� End Intermediate 210 1'-0" 1'-0" 2'-0" 3'-0" 4'-6" 5'-0" 9'-0" 1'-0" 2'-0" T-0" 4' See fastener $ s l+l 11%" 230 1'-0" 2'-0" 2'-6" T-6" F-0" 5'-6" 10'-0^ 1'-0" 2'-6" 3'-6" 5'-0" 8'-6" 9'-0" 10'-6" 1 110 All /8 X 2 16" 360 2'-0" T-0" 4'-0" 5'-6" 7•-0" 7'-6" 11,_0" 2'-0" 3'6" 5'-0" T-0" 9'-6" 9'-6" 11,_0" ' �'�• 1/a"TJs Rim Board or 1Ya" 210 All /a x 2/6 ' �•:"••: .. table below.Maintain s ""1,1 8d Top mount ' 2"distance minimum from TimberStrands LSL. 7/8" s •(+i 0.113"x 2Y2") 560 r-6^ T-0" 4•-6" 5'-6" 8'-0^ a'-F' 12'.0" T-0^ 4'-6" F-0" e'-0" 10'-6" tr-o" 12'-0" (minimum) 230 8"360 All x 2/s ( 3 3 110 r-o^ r-o" r-o" r•o° r-o^ 2'-6° a'-s^ e'-s^ r-0^ r-o^ r-o" z'-s^ 5'-0° s'-o" s'-o° 12'-0^ hanger Option#2: edge of ledger to fastener. 2x_strapping installed at Y3 16d 210 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-0" 5'-6" 9'-6" 1'-0" 1'-0" 2'-0" 3'-6" 6'-0" 7'-0" 10'-0" 13'-0" Face mount Backer block joist-span locations using two 2 560 All 2x4 121 V2") 14" 230 1'-0^ 1'•0" r-W 2'-0" T-6" a'-o" s'-o" 10'•6" r-0" 1'-0" r-6^ 4'-0^ 6-6" T-6" 11'-T 13'-6" both sides of web Allowable Load(lbs) 1 „ (0.135"x 360 r-0" r-o" 2'-0" T'6" 5'-6" s'-o" 8'-6~ 12'-6" r-o" 2'-0" 4'-0" F-6" 9'-0" to'-0" IT-O" 14'-0^ hanger Fastener 1%"TimberStrand® , "" / screws per joist,typical with single TJlsjoist 1/e TJ®Rim Board 1$" 4 4 560 1'-0" 1'-0" 1'-6" 3'-6" 5'-6" 6'-6" 9'-6" t3'-6" 1'-0" 3'-0" 5'-0" 7'-0" 10'-0" 11'-0" 13'-6" 15'-0" LSL rim board 560D 20" 2x41�1 16d 5 5 210 r-0" r-0" r-0" r•0" 1'-0" r-0^ T-6" 6'-0" 10'•0" 1'-0" 1'-0" 1'-0" 1'-6" 4'-6'• 5'-6" 10'-0" 12'-6" 16••0" Option#3: ""3 1 "" 230 Web stiffeners required if sides of y•'lag bolt 610 a80 Direct/ applied ceiling 22 (0.135"x 3/z) 6 11 18•• o s'-s" 11'-0^ 1'-0~ 1•-0" 1'-0" 2'-s^ 5'-0'• s'-o" 10'-6" 13'-s" 1s'-6" With top mount hangers,backer block required only Y PP 9 360 r-0^ r-0" r-o" r-0" T-0" 4'-0" 6'-6" 10'-0" 13'-6" r-o" r-0" r-o" 4'-0" T-6^ 8'-6" 13'-0" 14'-6" 1T-0" H 1 hanger do not laterally support at H2 H3 24"131 6 13 3 o for downward loads exceeding 250 lbs or for uplift • Corrosion-resistant fasteners required for wet-service applications. PB1 sso 1'-°" 1'-0^ 1'-0" 1'-0" 2'-6^ 3-6~ 7'-0^ 11'-0" 15'-0^ t'-°^ 1'-0" 3'-s" 5'-s^ 9'-0^ 10'-0" 14'-s" 16'-0" 18'-0" O least 8"of TJI"joist top flange LA When specified on the layout one of W 1 PS1 or PS2 sheathing, conditions.For nailing requirements see page 5,TJ- O the bracin o tions above is re uired O ( ) g,face grain vertical 91 p q 2 Construction rade or better 4" 5" s" 7" 8" 10" 12" 15" 17" 4" 5" 6" T' 8" 10" 12" 15" d179001, Weyerhaeuser installation Guide for Floor and (3)Web stiffeners are alwa s re uired for 22"and 24"TJIs 5600 Joists 3so r-0^ r-0" r-o° r-s" 3'-0^ 6-o^ V-0" 15'-0° r-o^ r-s^ 4'-0" s'-s" s'-o" ta'-s" 1s'-s" 196RoofFraming, TJ-9001. Y q 18 560 r-o" r-o^ r-o" r-o" 2'-0" 6'-0" 10'-0" t6'-s" r-o" 3'-s" s-0^ s'- " tr-s^ 1s'-s^ 1a'-o° zo'-o^ BEAMDETAILS FASTENING of FLOOR PANELS 360 1-o" ,'-0" 1'-0" 1'-0" 1'-0" T-0" -o" „' 15'-6" 1'-0" 1'-0" 1'-6" a'•0" 7' 12'-6" 16' 1s'-o~Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 20"" sso 1'-0" 1'-0^ 1'-0" 1'-0" 1'0" 1'-6" 5'-6" 12-0" 16'-0" 1'-0" t'-D" 3'-0" 6'-0" 8'-6" 14'-0" 1T-6 1s'-s" 2o-s^ m W TJI®Ml)(2) Rim Board 1Ys• TJI®Joists 110 210 230 or 360 560 Rectangular holes based on measurement of longest side. LH BEARING FOR DOOR Nail Size 110,210, 360 and ' ® TimberStrand®LSL Microllam® Parallame ' t •• W m Z lD BEAM TO BEAM BEARING AT /s TJ Ri I Depth 9/2'"or 14" 9/2"or 14"or 9/z or 14"or 18"or z 14"or 18"or Leave Ya"of web(minimum)at top and bottom of hole.DO NOT cut joist flanges. I 11! z BEARING AT WALL OR WINDOW HEADER and 230 560 Board TimberStrand®LSL or wider LVL PSL p 11%8" 111/0" 16" 11�/a" 16" 20" 11/a" 16•' 20" z CONNECTION CONCRETE WALL Tables are based on uniform load tables in current design literature. Z < F=' p[ 8d(0.113•'x 2Y2'),8d(0.131"'x 2Y2'") 4"' 3" 6" 4" 3" 3" 3" Filler Block(1) 2x6+3/'" 2x8+%"' 2x6+%" 2x8+Y2" 2x12+%" Two Two Two --I is Q _J W 1Ya"TJs Rim Board or Strap per code if top plate 2x6 2x8 For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located ZW 10d(0.148"x 3"),12d(0.148"x 3Ya") 6" 4" 4" 4" 4" (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 at the center of the joists an provided that no other holes occur in the 01st. < Z 1Y4'"TimberStrands LSL or is not continuous over I p P j Q �-- T- O 16d 0.162"x 3Y,") 6" 6" 8" 6" Cantilever 2x6 2x10 2x6+%"' 2x10+%e" 2x6+Y2' 2x10+Y2" Not J l ~ blocking for lateral support header s a a Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing Not applicable Q iiL (1)Stagger nails when using 4"on-center spacing and maintain 1%"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 applicable ALLOWABLE HOLES - Headers and Beams < \} Q... Q panel edges)for diaphragms.Fastener spacing for TJI®joists in diaphragm applications cannot be less than shown In table.When fastener spacing for Backer Block(1) ® O / ILI ® Q Strap per code if top blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI®joists. s „ s ." 3/4" % " 7 „ .55E TimberStrand LSL Headers and Beams (Detail F1 /s or/ /a or/e / or 1"Net 2x6 2x8 2x12 (v _1 plate is not continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least'/"and staggered. or H2 - m V Q 3 With 10d 0.148"x 11/2" nails,spacing can be reduced to 3"on-center for light gauge steel straps. ) 2 x diameter of the over column ( ) ( ) p g g g g P ' 1 Ifnecessa y Top mount 4 Can be reduced to 4"on-center if nail penetration into the narrow ed a is no more than 1%" to avoids littin () o increase fitter and backer block height for race mount h12"mi and maintain ee"gap s top of joist see detail W.Filocks), backer largest hole(minimum) Q jX X w� hanger � ( ) p g 33 ( splitting). block dimensions should accomodate required nailing without splitting(12'minimum for backerblocks and 24"minimum for filler blocks). N r(1 ry Q < '`l 9 (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1/8"(to avoid splitting). Y3 depth 1� �1 ) Q Protect Untreated ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Allowed hole zone ZQ Q Column Face mount g 9 p 9 g q g p -� 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 VI j-] L1 L2 L3 See current Weyerhaeuser L4 concrete and Roof Framing, TJ-9001. o o Z ■Nailing rows must be offset at least Y2'and staggered. 0 0 0 0 0 1.55 E TimberStrand®LSL literature for framing connectors ■14 ga.staples may be substituted for 8d(0.113"x 2Yz")nails if minimum penetration of 1"into the TJI®joist or rim board is achieved. ■Maximum nails spacing for TJI®joists is 18"on-center. Joists must be laterally supported at Header or Beam Maximum Round P g cantilever and end bearings by blocking 9%epi z Hole Size panels,hangers,or direct attachment to 31, Multiple-Member Connections for Top-Loaded Beams a rim board or rim joist. 8," 6" Ilya"-11�8 35/8" TJI®joist framing does not j 14"-16" 4Y Fastener Installation Requirements O a" Pece #of Fastener require bridging or mid-span _ E1 General Notes See Illustration for allowed hole zone blocking Width Plies Type"' Min.Length #Rows O.C.Spacing Location When fasteners are required on both g • Allowed hole zone suitable for headers and beams with uniform and/or concentrated loads anywhere along the member. :`t, ., •• 1 " r > 2) sides,stagger fasteners on the second • Round holes only * a '' .t, i °^' o) (_9 10d nails 3" 3 y � i:.� * 4" .•~�...,.,, BEARING AT 12" side so they fall halfway between ; 2 12d-16d nails 3 Y4' 2(�1 One side No holes in headers or beams in plank orientation. r ;: = !'' j rt COLUMN fasteners on the first side. ' '( � '• Screws 3%"or 3%" 2 24" H2 "4 gr d 10d nails 3" 3(2) DO NOT bevel cut joist Al 1 lJt.;•. lr ` Other Trus Joist® Headers and Beamsa. 12d-16d nails 3 Y4' 2(�1 12' Both sides EZ O between joists DO NOT overhang seat cuts beyond inside face of wall. Microllam® LVL Rim board pint � .I.^:°• . 3 9 1.3E TimberStrand® and Parallam®PSL 13/4" 33/"'or 3Y2" Both sides (� on beams beyond the%ns%de LSL hole zone hole zone 2 x diameter of the Y depth Screws 2 24" Load must be applied evenly across V\/J • 5" One side entire beam width.Otherwise,use face ofsupport member. largest hole(minimum) f'"';"` ;,,• Verifycolumn capacity (3, (2) connections for side-loaded beams. of NOT cur,notch or drill 11 I`r r��T and beam bearing 10d nails 3" 3 12"" (per I ��LI Y RED SE � 2 2023 One Side holes In headers or beams F L5 length.See current 4 12d-16d nails(') 3 Ya" 212, (p p Y) d except as indicated In 0 0 o Illustrations and tables. Weyerhaeuser literature. Screws 5"or 6" 2 24" Both sides Multiple pieces can be nailed or bolted together to CS 0 _V 0 0 6 3/4" One side L6 form a header or beam of the required size,up to a TJI®rim joist Microllam® LVL and Other Trus Joist®Beams 5"or 6" Both sides maximum width of 7" 1'/s"TJs Rim Board or 1%" Parallam®PSL Header or Beam Maximum Round Screws 2 24" L3 TimberStrands LSL. allowed hole zone Depth Hole Size 3Y2" 2 6 3/a" One side A2 , 3 middle/3 span 4/" 1" O Y2"bolts 8" 2 24"' - 5Yi' 1%a" �I Fra d 1.3E TimberStrand® LSL allowed hole zone d Q-A lT (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss-LOK-EWP 61 L1 7Ya'"-20" 2^ COLUMND ETAI LS> (2)An additional row of nails is required with depths of 14"or greater. Hl See illustration for Allowed Hole Zone m (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. General Notes 62 EAM ON Allowed hole zone suitable for headers and beams with uniform loads only. • Round holes only 0 a� B NAILING AT BEARING FLOOR LS No holes in cantilevers. O O m COLUMN CAP � TJI®Joist to Bearing Plate Squash Blocks to TJIs Joist B3 • No holes In headers or beams in plank orientation. � � 1 „ ® (Load bearing wall above) 1/a TJ Rim Board or - 1Y4"TimberStrandD LSL. Joist may be shifted up to 3"if Use B1 or B2 at One 10d(0.128"x 3") floor panel edge is supported P B4 g WARNING % O - nail into each flange P 9 Pp intermediate bearings Q 44J V One 8d(0.113"x 2Y2") and span rating is not exceeded. With load bearing or Joists are unstable until braced laterally O OI Q nail each side. Drive Do not cut joist flanges. IL nails at an angle at Plumbing Drop braced/shear wall g Bracin Includes: nn,, least 1%"from end. from above 0 Blocking Sheathing Strut Lines Q End of joists • Hangers • Rim Board • Rim Joist O j d lU O P1 • Blockin heathin at centerline 3Y2"minimum of support LZ ~ -` COLUMN BASE intermediate bearing llj 13/4"minimum end bearing g Also see detail PP _ lug! single-family applications 5Y4"may be required l lU to Z for maximum H1 Q< OL L Shear transfer:Connections equivalent capacity O to floor panel nailing schedule • la d, - _ n Rim to TJIs Joist o ° DO NOT walk on joists DO NOT walk on joists DO NOT stack building < M 1!- ' , until braced. that are lying flat. materials on unsheathed .`'�'� :«��••'•>�••'•' 1/e"TJs Rim Board, TJIs 560 rim joist:Toe `• o Y g Additional joist is required if 0 Z - 1Y4"TimberStrands LSL or nail with 10d(0.128"x 3") 0 INJURY MAY RESULT. joists.Stack only over / TJIs 110 rim joist: nails,one each side of floor panel edge is unsupported L4 W P2 One 10d(0.131"x 3")nail TJIs joist flange TJIs560 or if span rating is exceeded. � , :•� • •',: •. Exterior Deck WARNING NOTES; beams or walls. Y W � 1- O O LA DO NOT use sawn Lack of ro proper bracin durin construction can result in serious -1 f� Q D Attachment p p g g 1-� into each flange floorjoist - ..: •: , : /umber for rim accidents.Observe the following guidelines: Q r) Structural 9 TJIs 210,230,and 360 rim •� . O board or blocking, ®. INSTALLATION TIPS • .:.• sheathing 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI joists must be completely Installed and properly nailed. � � O Q 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 aferinstallation, accomplished b a temporary or permanent deck(sheathing)fastened to the first 4 feet of'oists at the end of the ba m COLUMN BASE ( /z) p y p ry p ( s) ! y 13/4"minimum bearing into each flange may not be required. O Use only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each Top View O joist.Without this bracing,buckling i Locate rim board Joint between joists. Safety bracing(1x4 engineered/umber, 1 g, ng s deways 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 TJIs 110 joists)and 4.Sheathing must be completely attached to each TJI®joist 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 of a TJI joist(with web stiffeners)is not a substitute concrete 1Y2"knockouts at extended to a braced end wall. 6.The flanges must remain straight within 1/2"from true alignment. t' for squash blocks or blocking panels. approximately Fasten at each joist with 1Y"TJs Rim Board or 1/a" q 9 P pp Y TimberStrands LSL. 12"on-center two 8d(0.113'•x 2Y2")nails minimum Warning:Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this DATE: SEPTEMBER 2025 ~":' •* •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 w _.cpm/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-J015T 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. 1Y2"minimum from end end and intermediate bearing lengths. IL 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 TJI Joist Installation Guide, TJ-9006, which should be referenced for additional information. -