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HomeMy WebLinkAbout48135-Z ss' gUFfal,f Kra 0�0 l'1a. Town of Southold 9/24/2023 y ; P.O.Box 1179 53095 Main Rd Southold,New York 11971 �v CERTIFICATE OF OCCUPANCY No: 44559 Date: 9/24/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1395 Henrys Ln,Peconic SCTM#: 473889 Sec/Block/Lot: 74.4-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/8/2022 pursuant to which Building Permit No. 48135. dated 7/29/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: modular single family dwelling;with covered front entry, deck,attached garage and partially unfinished basement (remaining basement contains 2 unheated finished storage rooms and 1 bathroom-non sleeping)as applied for. The certificate is issued to Otani,Robert of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-1217 8/29/2023 ELECTRICAL CERTIFICATE NO. 23-86791 5/9/2023 PLUMBERS CERTIFICATION DATED 6/23/2023 om s ahoney Au o ed i ature JSP.. TOWN OF SOUTHOLD o`p c°IPA, BUILDING DEPARTMENT .t ' TOWN CLERK'S OFFICE N ��y • O� jr SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48135 Date: 7/29/2022 Permission is hereby granted to: Otani, Robert 211 Thompson St Apt 2-P New York, NY 10012 To: demolish existing dwelling (as per Town Code definition) and construct a new single-family dwelling as applied for per SCHD approvals. At premises located at: 1395 Henrys Ln, Peconic SCTM #473889 Sec/Block/Lot# 74.-1-10 Pursuant to application dated 6/8/2022 and approved by the Building Inspector. To expire on 1/28/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,582.80 CO-NEW DWELLING $50.00 Total: $1,632.80 Building Inspector Certificate of Compliance ................... Q CERTIFIED ELECTRICAL INSPECTIONS, INC. MAY i3 i 188 PARK AVENUE ' OUIWIIY AMITYVILLE, NY 11701 Tnftn�Q tN� P: (631) 598-5610 no^ ..........................................................................................................................................................................I.................... CERTIFIES THAT Upon the application of Upon premises owned by Hart Electric Robert Otani 17 Amelia Place 1395 Henrys Lane West Sayville, NY 11796 Peconic, NY 11958 Located at: 1395 Henrys Lane, Peconic, NY 11958 Application Number#: 23-86791 Certificate#: 23-86791 Electrical License#: 53959-ME Section: 74 Block: 1 Lot: 10- Building Permit#: 48135 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: New House w/200 Amp Service Equipment/Air Conditioning Equipment A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 9th day of May 2023 Name QTY Power Panel -200 Amp, 240V 1 Meter-200 Amp, 240V 1 AC Condenser- 30 Amp, 220V 1 Dimmer- 15 Amp 120V 5 Switch - 15 Amp, 120V 27 Exhaust Hood -20 Amp, 120V 1 ARC-Fault-20 Amp, 120V 2 Smoke Detector- 15 Amp, 120V 4 Electrical Inspector: Anthony Giordano all APPRUVED:�= `�`•• `ems° +'�i� ��Oj�mnrnmwa�°°• This certificate is not valid unless raised seal is present. Certificate of Compliance ............................................................................................................................................................................................... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ............................................................................................................................................................................................... CERTIFIES THAT Upon the application of Upon premises owned by Hart Electric Robert Otani 17 Amelia Place 1395 Henrys Lane West Sayville, NY 11796 Peconic, NY 11958 Located at: 1395 Henrys Lane, Peconic, NY 11958 Application Number#: 23-86791 Certificate#: 23-86791 Electrical License#: 53959-ME Section: 74 Block: 1 Lot: 10 Building Permit#: 48135 Name QTY AC Blower- 15 Amp, 120V 5 ARC-Fault- 15 Amp, 120V 7 Combo Smoke & Carbon Detector- 15 Amp, 120V 2 Dishwasher Circuit-20 Amp, 120V 1 Duplex Receptacle.- 15 Amp, 120V 47 Exhaust Fan - 15 Amp, 120V 3 Fixture Outlet- 15 Amp, 120V 9 GFI Receptacle-.15 Amp, 120 V 6 OH Service Feeder-200 Amp, 240V 1 Paddle Fan - 15 Amp, 120V 1 Recessed Hi-hat Fixture- 15 Amp, 120V 14 Electrical Inspector: Anthony Giordano ::APPROVED' This certificate is not valid unless raised seal is present. Certificate of Compliance ............................................................................................................................................................................................... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ............................................................................................................................................................................................... CERTIFIES THAT Upon the application of Upon premises owned by Hart Electric Robert Otani 17 Amelia Place 1395 Henrys Lane West Sayville, NY 11796 Peconic, NY 11958 Located at: 1395 Henrys Lane, Peconic, NY 11958 Application Number#: 23-86791 Certificate M 23-86791 Electrical License#: 53959-ME Section: 74 Block: 1 Lot: 10 Building Permit#: 48135 Name - QTY Service Disconnect-200 Amp, 240V 1 Electrical Inspector: Anthony Giordano ��...•- =��APP 0 Doi This certificate is not valid unless raised seal is present. i OF solyt, Tcicphonc(631)765=1802 Town Hall Aanez , . Fax(631)765.9502 54375 Main Road P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOCTTHOLD 'T 12 . Dater Zr3 Building-Permit No. 1 t Owner. (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than V10 of 1% lead. (Plumbers Signature) Swom to before me.this Clay of s 20 Z/� JOSE G.MELENDEZ {VOTARY PUBLIC,State of NeW York No.01 M E6270986 Oualifled in Suffolk C unty ' r --' Commission Expires FJ 2 `2-f7Zy/ Notary Pui0liC, � 1�C`aantY 4V� OF SOUTyolo * TOWN OF SOUTHOLD BUILDING DEPT. �o • �o `ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ y]�CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: S' Ylil ✓1 a,u Si 4vn,aP coil klel ogaG DATE jj- aa' INSPECTOR 7`� OE SO r,f°!o # # TOWN OF SOUTHOLD BUILDING DEPT. 1 ) °`ycourmN�''� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] F UNDATION 2ND [ ] INSULATION/CAULKING [ 'FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: L-5" l 0 (oym-a ."624 C711�- Gtqn� n UC, . DATE INSPECTOR / �Of so — — # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPEC ION [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY. INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL RENIARKS. 41% 4 [ vrnsvic' DATES 7 INSPECTOR OF SOUTyo� # # TOWN OF SOUTHOLD BUILDING DEPT. `ycou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: C G — a� v lam Ax (moi OE 50�1�0 # # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL AID [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE,CC//O [ ]' RENTAL REMARKS: CD 46e.., is V4-44—c�o(— "<--- � � �ov,6, — KI•M ��uRVM"— 6;4,4At,,,L Cr { DATE �'y INSPECTOR -- ` / * * TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 . INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [/SLATION/CAULKING UD FRAMING/STRAPPING [ NAL p �`e [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] (PRE C/O [ ] RENTAL R ARKS- `( S "A y L DATE INSPECTOR AM P Architecture Address:10200 Main Rd,Unit 3A P.0 Box 152 Mattituck NY 11952 Phone:,(631)603-9092 Design + Build October 13th, 2022 Town Of Southold P.0 Box 1179 Southold NY 11971 RE: Otani Residence 1395 Henrys Lane Southold NY 11971 To whom it may concern, Based on my inspection at the above address the footing,foundation,and waterproofing was completed per architectural plans and NYS Code. Please contact our office if you have any questions. Thank you, Anthony Portillo, RA, LEED AP �•( M. p1 y1 1 * a OCT 1 3 2022 07� J© TOWN OF SOUTHOLD Page 1 of 1 �1� AM P Architecture Address:10200 Re Cit E fftt�,(bcl�Y Phone:(516)214- L��' Vu U U L,C Design + Build anl SEP 2 2 2023 September 13, 2023 Re: Otani Residence Building Department Town of Southold 1395 Henrys Lane Peconic, NY 11958 To Whom It May Concern, Following my inspection of 1395 Henrys Ln Peconic, NY 11958 1 can confirm that the wall insulation,footings,framing, strapping installed at the side yard deck was constructed in accordance with NYS Building Code requirements. Additionally, I can confirm the ridge strapping at the dwelling was installed in accordance with NYS Building Code requirements If you have any inquiries please don't hesitate to contact our office. Sincerely, Anthony Portillo, RA, LEED AP D \CM. ,��RE Q :! o 037405 0 FOF NE�.y • + x S lop M , M - 1 . p!R Page 1 of 1 s ECIE-V L SEP 6 2023 RUILDnvc DEM TOWN ioo!mm i 1 t r .� C l rL6- $MOkct /CIO pffc-cfo✓l- 1 1,,J 7 •1. 1 1 1 I 1 :' 1 1 1 1 '1";M.�:, � ;:1 111 , � � X , Ir '*ti Y 1�,�1 _'rti�� -, _s ��_y�_`�,� I , t �, 11 1 • 1 .1 �� i _ - zit ■r�r• �.�_�•_�__. __ •1 1 i I 1 r r l l ;1 11 r M ;IM; 1 1� '1.1 .1 1 �7*r 4 ark,•� �� ��� ��� %' N11• ( 1 t IA .` 9 1 tl y I!:; •� �, 1.-� ..y +r.-. Ilk 111,'II ,N 1 II'I NIS%f 1 1 1 IA 1 1 ,, " 1�'I.MaI�r;,� 1`1'11'It�__rl_'n-A. . I/ 1 11 :1111111 1 ,1 111 .1 .0 1 ll ;'.���7r , 1'r+Yns�hig� �, �•-+ r ' '" •.1 I U 1, p , +_ 11 1 �:;_/r ,(•`. 1.y i� • II . 1 ,11:, 1 ,111„1 , ,. 1 •;; :.i : '111 � •1. 11`I � :._ _ - � _ _ -r � { I11% iill!I! 11 •1 ,AI"1 .� 1r1. 1 1,. — - 3 .<. 3sa :.�:.f alrryda• �a �� 3r. a COMBO —fit— Combination Smo xid Carbon Monoxid 0 ALARM ONE ALARMA OE •• COMBINACION Combination Smoke and Carbon Monoxide Alarm Hardwired .••, 1! 2-AA batteries included �•.`•- Item No: 21032251 I " Model: 900-CUAR FIELD INSPECTION REPORT DATE COMMENTS C1i FOUNDATION(1ST) ------------------------------------ FOUNDATION(2ND) v . ROUGH FRAMING& �� y PLUMBING 046 eerL r to.2- L �iGa o� ova �o�� a. t9R- � •5 U B►n pvi-�'h.�h tn.�a-1�s. v�.si ��.� 1 i'l5u A�1� � , INSULATION PER N.Y. STATE ENERGY CODE 0 1 'O S FINAL t U I vwv co w Ir ADDI IOAL COMM /k P-�- C) I tp 3 3 . re 3 h 5 ,msson:L� -k 6a,c t /Mi of ISsv co e Vin/ an 94 s-V 7o ° " r Z i !�(n ir C! < re 1,49( 93 -sOt4S o 0 s rJelcl ' 1122 ?� }-I u--,. No oj � z 7a � d ro H I o�SS DjkcOG s� TOWN OF SOUTHOLD—BUILDING DEPARTMENT N x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �y�ol# Sao Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov �=2�Rrb Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only R �J PERMIT NO. Building Inspector: JUN 0 8 2072 DD Applications and forms must be filled out in their entirety.Incomplete BUILDING DEPT. applications will'not be accepted. Where the Applicant is not the owner,an TOWN OF SOUTHOLD Owner's Authorization form(Page 2)shall be completed., Date:06/08/2022 OWNER(S)OF PROPERTY: Name:Robert Otani SCTM#1000-74-1-10 Project Address: 1395 Henry's La_ne_Peconic NY__ Phone#:201-913-5634 Email:otanirko@gmail.com Mailing Address: 1395 Henry's Lane Peconic NY CONTACT PERSON: Name:Michelle Sarabia AMP Architecture Mailing Address: 10200 Main Rd Unit 3A 11952 Phone#:631-603-9092msarabia@amparchitect.com _ DESIGN PROFESSIONAL INFORMATION: Name_Anthony_Portillo_AMP Architecture Mailing Address: 10200 Main Rd Unit 3A Mattituck NY 11952 Phone#_631-603-9092 _. Email_aportillo@amparchitect.com_ CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ❑Alteration []Repair ❑Demolition Estimated Cost of;Project: Z othe r 2nd Story addition at rear of home.Modified 1st story completed by Icon Legacy.Installing new traditional septic system $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? Dyes ®No 1 PROPERTY INFORMATION Existing use of property:Sin le Fam-i1v Residence Intended use of property:Single Farni1v Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40-NC this property? E]Yes *No IF YES, PROVIDE A COPY. R Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of theTown 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 print a e): 9RAuthorized Agent DOwner Signature-o.f I Applicant Date: STATE OF NEW YORK) SS: COUNTY OF mVf t.Y f `p being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, 0= n (S)he is the (Co4actor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file ther wi BARBARA H.TANDY Sworn before me this Notary Public,State Of New York No. 01TAwwo01 day of 20 Commission In Suffolk County mission Pxpi s 01118/29 196 cr Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Robert Otani residing at 1395 Henrys Lane, Peconic, NY do hereby authorize Anthony Portillo AMP Architecture to apply on my behalf to the Town of Southold Building Department for approval as described herein. IN- Robert Ota nj' ic 06/08/22 Owner's Signature Date Robert Otani Print Owner's Name 2 ®® VACANT LOT pROPERTY LINE ___ 100.13' _ -- - _51 ®� EL -ELEVA'IONS REFERENCE NAV"19 88 5' 16 PRTHE POLLOISIN OPERTY UTILI EL R/BLILITWATER AS PER S,_1 EX15T. SGTM v1000-14 -I-9 tt (DRY BLDG) I IN SCTM v1000-T4-2-24 SITE LAYOUT NOTES FR SHED I I THIS 15 AN ARCHITECTS SITE FLAN a 15 T (DRY 5Lp611 51A:ECT TO VERP16ATION BY A LICENSED ® t I I aRVEYOR. THE INFORMATION REPRESENTED ON TH15 SITE PLAN 15 TO THE _ I I EXIST. I ARCHITECT'S BEST OF KNOWLEDGE �• ®®® ®®�� ® I IeEF-EE-1 AG61N6 INEATION I METAL SHEDosj I =.SURVEY INFORMATION WAS OBTAINED W �} 5HAWN M.BARRON MS (DRFROM A SURVEY DATED MARCH 23,2021 � ON MARCH 15,2021 I AND PREPARED BY: U HAROLD F.TRANCHON-R PC. W V.Y.STATE LAND SURVEYOR eA CIL.eO FAME%X WN PD BOXX 616 bib U J 1866 WADING RIVER-MANOR RD. WADING RIVER,N.Y.11192 Q AERIAL PHOTO I EXCAVATION INSPECTION REQUIRED I (651)929-4695 SCALE NTS I FOR SANITARY SYSTEM I NOTE \ I. FLOOD MAP DATA, -- 6016tH BY HEALTH DEPARTMENT MAP e.56103 MAP DATE: roWH009 FLOOD WNE.X -�' .�`.-nL .: a--- .- i:':i,:c ij :L4 ERAGE_ _ may, .•, fi .�"' `=" s" / -\`I I 2,SITE PROTECTIOW5ILT FENCING TO BE f\ i +*� \� INSTALLED AS REQUIRED BY THE TONN OF w !; aFFOLK COUNTY TAX LOT M1G. 1000-74-1-10 !/i---� 5o�Ho� ZONE R-40 �.. SERFAGE WATERS OR WETLAWS ARE %LOT Z I pl..) \ /r 5,- LOCATED WITHIN 500'OF THE PROPERTY. DESCRIPTION AREA COVERAGE J I EXIST.SEPTIC TANK e _ ��, r yr �•\� I LEACHING POOLS i0 O 'C_i/ aBpIV1510N INFORMATION TOTAL LOT AREA 20,-746,0 S.F. VACANT LOT BE RE.CVE'J PER r0 '�,L_�% �.__\-_- K b .r W MAP OF FECANIC HOMES' _ -�-y\ W I SCANS STANDARDS Z Off? ? LOT OF PS 12 •' '�"'- MODIFIED HOUSE 2,02o5 S.F. 9.195 �-� I J MAP NO.4181 =CLEANOxTcuTUT DETAIL FOR AREAS NOT SUBJEC-TO VEHICUUR TRaFiIC EXIST.a PROP.DECK5/PORCH 556.6 S.F. 1.1% d FILED OCTOBER 14,1984 GLIEiHe.E�A IS FOR BENDSUIEAWE'_ , ` vt' B IS=CP.USE:flTH BL.0[YchSWH/CCMCCi CV. E%IST.SHEDS IBIS S.F, 0.9% I IL` GLEAN-OUT DETAIL TOTAL AREA OF ALL STRUCTURES 2563.1 S.F. 2.4% BURIESAL D MAXIMUM COVERAGE ALLOWED-20% 5PR0 NE AI d 5OALEt•- 5'MIN, EXIST.NT5 resT Hd.F DAT ! f-�TANK NF FWD ExIST. -'tl DECK _ 1 cWELLIw FL$LIC NATER C09-¢fC Y O- I esvlFl� s� hs.6 s• I y (a)BED cn �✓ Z `./ ¢ALL'"6 PROPOSED SEPTIC SYSTEM 7ETAIL Water lines must boinsoonodbvtho F _To edALs _ td.N, suHolk Counter Dept.of Hoalth ServiCo.. �db�y.�, I MOV IFIED 1 5TRY Call 1631)853-5754,48 hours in 4ND FR.DNELLMG O HEAVY P>1Y advante,to schedule inspedion)s). (4 BEDROOMS) ,NEW HOUSE I LO 5 GRADE IF T'15 LOCKING LAST PRECAST LONE.LOVER i IF_FD ON INLET IRON LOVER BELOW GMDE(Tl-PJ / F.F.EL.=21.2' CONNECTIONn i To GRADE P:N. GpgpE m PROP.SEPTIC cdwv MIN. DWY/D BASEMENT EL.=19.4' SANITARY LINE ll SYSTEM EL.•Ibb' S�MA%IMM SLOPE b. z i MIN 4-DIA f'} : -•.�. I hN it COVERED I f a E SDR B5 PJC ELO.•159' -x 3 !H - _ OR ELUN M, SDR 95 PVL :. 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I N F- J /PROPEP / O ttEDA .L E F Ew I v D Z SEPTIC TANK rU LEACHING POOLS(til I� 1 PROPOSED \ -L.P. Z MI Is w sA sr.umm AFEw Hnts srsTEM vEs el¢m To Acco.dwoAre A 4 BEDROOM t E E A5 PER«rnb STAWArmS Ll 1,405:4' In L 14 0' ASPHALT HOLE L.IB 9' 141.38' n)eM'o sEPnc rAnK wxsPPEcn LiPtx�s tam GAL uvAclx.u sr Llmm AREA AwFovAL of P.A1a a wNstra�TloN PCR sra...e elsPos.•srsreHs POR SNR.E-FAHaY DRI VEWAY --EL.Ibb' - ceNCRnTC 5.1ALL w.vE A xlwr-cn eervRt=51•m SmEwTH oP SOoo vsl Ai:D DAn v[1ee5•PIOI„rze I].THn Desleu I.'n ]Y'� S 45°06'30'E PROPERTY LIKE IGOAO' 9/. 03]0 g OQ� Rc, rb;e'd,]'eEtP LEAeHUG FooLSL ' FoF m-TLht iAla cvr"G•.V-L eonTAIN REIrseRelro To RC=11ru-ADu ArsllEe FORCE esOxc vs, r9)e e a tuv LeAenll•5 IxL Preeceo reR ww eaAI.SIew EXIST.WO.TE THAT'mE rAlx Is W.TERTIGHi METE ravaiL�YNED� LEVEL w W9P A xAt TpLEMRLF a-9 ] PPEs 116Tutt`d ePThEfl+TN 5 wN5 AV MER wl�n RrRaH Tff BOTioIS OP v�Ls. w<5-,I+ICK ee�D o re.cAreP sAlro On a LEACNINs Pools rO ee OrnISTRwTED of PREwsT ReI�oRCED CorICRETe roR EwAu. mIR e.,w o s 10 20 30 4_0 PROJECT: 11 Ald Au eovede:sw•u eoleREre roR emAu. e eeTtFtR Tre -111 REu0-eedu"DwATER 11-L Atm twnon oP LE-1- 51 TE PLAN H E N R Y ' 5 L A N E GRAPHIC SCALE P�"5��MAIN,AI,dD. ,,, OTAN b. aE,HALL BE HA.-A tD. ee SCALE:"°"a 15'-0" SEPTIC SYSTEM SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL 1395 HENRY'S LN PECONIC,NY 11958 B wamr mel'ra,Sedl lark;1111 tart wllh Hofer m ounce wdt SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES „ P c elwmemn,lee eine rOr]a w,re ReNII ue wx ee fro a,ekl wort .,Al'JJerle enol!lx ewlee w r>.el the er>k le.mlermne see e«mn E.All m°tble 11-oro eeptk rote m:ee x p.wlxm.,u,mn le•drop•T. I.Septa tdk5 snot!m cdelrvcme cr Precast wwele,Ilbcralos5, afmr t-e V- -P. b complete.Let,Ye vk stdn Icr d 9-Ila.8.10 idke lwt do c«t b pkca regale p.m diplslwel nom t d ar Q Iw t dpdweo ldfrb elrterola ren ua 15 a ua edptk tank DRAWING TITLE' 0.oleyl eeropol�ropylero,11^.ermcplmtics,cr otter mdteriols In ddltbrol 10-b.r Aortia.he fork b dpprwco If voter a el H Held De awtnert cot ce<ertllleo Qo Licerseo Folesakrdl Erlolneer. 11R." cpM 6a dellact'cr battles are rccom+rcrocd for mebllatbn PERMIT FOR APPROVAL OF CONSTRUCTION FOR A - nen Depdemene etdrddm aw 1DNreRR Appewl.TS-A. id era 1D-wK aortia voter_t"d msung u rowmmen`eed to be Ae mM,mdm,a 110dr oa..alb a cdwretd tdt moot m roto..d«h efraant-P•T°. Tw H,e a steel elks a pronm�md cane-1.ortdr ramnatbn me dnm,wlly puree. SITE PLAN SINGLE FAMILY RESIDENCE ONLY a.A detrud'.11 bo,am«note or abtrm W d mug et__d eMOII w ].u,Ieee otrarwree epecnbtl.tk b«nrg etrl;dtKe/eyetam tom rdllowe 9.Sepik tdk mam,ldcwem,troll prdvbe a mx1 or non-wrroelve 1 warover pr«tkal,cdarom xptk mrae.nm1 rot be lodamd nm,'n req°Iree rot an syemms n1eM1 mare than(9J mdcnMg eo-°owee,nbss do PROPOSED SEPTIC SYSTEM seeptk too ewll be mslgred In accorddrca SIN sect!«5-IOl ab mrbl M beta hent bcatbn o<e«n«cess openvy m nam!Nat grooimo.+dter Fd Mmllotbro t11ot de p1«ed nitntl gww.amr,tb almmmtNe destg b cPprww try the Oepdelrent. -Ito or m 5-d. eMralae m nL may m Tarot'. tram ow elm Pdr--,w m IB w.lae owve n'gn l NOTES c ddW.%pccmd gro.ne.bmr elevotbn,or tM wplk mMc ewll be 9.T11e rep el Ela septk tont still rot m lecame gedmr two]51eet 5.At d melunm\all ecpik trots snot!wve]O-Ir<n covcreo dccese PRE-LAST CONCRETE SEPFIL TANK CONSTRLGTIOH RELVIRE4 mw+ellinVnlW wrofrntco.In cases.Mrs Mb b rot pr«ticdble,tb or Iess Mm:we loot beton I'unl gene. DATE 10/16/2021 H.S.REF.NO. R-21-1217 open y w k I]or gene d m gam 1«deet wd b lmet ecpok o t 7"m na er prooreo w to IB ens ma e ro Heroet o fret,res pectival�Lovere scall be elNer]O-Inca dmmamr uotertiglt RelMorcetl cdreretc ewll nova a mNVwm ccrlprcesivc etrengM el r d/c%pc<md orotMnoter elcvatbn aM look costed to e•'eva b.At d minbrun,all sarpllrg mdwlcs enol!Hove]O-kn cwxed /. one Imo tprool kby cost Ion ewers d Memoplmtk cwero dt Bpoo Pouws per 5,E Q Yon(P")0<]B-ode Set. tlgNaes prkr b oPdrd= dccese opcntgs b gam emoted war enc Inlet ow cacti!.Lwcrs PAGE: APPROVED d- Wool g. .A11 ewers are at,eay,/rlwre endo m deeyned b endo m enwr]o-1rcn dbnlemr wmrngne de lydeee-Ardor locung uo mrae Wm eeclbn 5-111 of lM1b e!«dortl. 3.-11 tWckroa ewll bo o mNYmlm of LMw bows Imlese!la mslgn B.In cosec awn cororote tanks arc Iromlled b graundndter,fro c«t Iron covers d tbrmop�wlk dwen«rMal green All cwan nos been wrtllletl W o New Ydk Lkenxd Profcssbrol Ero.rocr as msbn prate»brat scat s t biayoau calculdtbro to the ewll tin ddtIF_b atter a with e«tbn s-111 or Lhb sLll C�-100/' O 0 FOR MAXIMUM OF 4 BEDROOMS aompkae n1m du opw-oprbm regl,Iemerb rar mk Han w:ttr,cekn.Au nebT't dr tw tor.,(n a n�w,t xw:.d d eta dwn�r d bon«U J �. H5-]O d N-]O Iccck b approved m m Fsmlled In d d t...w or .,III Ix of least 19!Eros more tom Ne ncloht of lw nater tlbpl«cd 1.YNen wmpllg mdJeles de m be ketalled In a .Wan a eeptk td EXPIRES THREE YEARS FROM DATE OF APPROVAL pdrtbg d eg,r n endo be deebroa dd/ar eeanee ea nlue aro ndlb,betmm o a lap ears cancan roHlduro m recti!an ppnw approved groE d L,AAsnTo, rdee or Eoo pwnde per egede rode rper).- ne Lw.-mcytaow:ldet,,-�sHdlt be care usio nwasl arl.•e.w d potlnn arca.tM1e merrdla eHdn lz« d m« asp tyl eco deilpwter elevotbn HIV.tw e«k empW Sd11 Vofrk lxdtd m meet tw requYcmanL•el MSHTC H40 cr 5.Septic tanks enol!m naLertlSM dd conVeeteo el ewro mo B.Fe-cast wncrete wcllore nwll kb waled WIN ow 717 loco Lvower en top d lne tdVe/shall Hat be erne!«red own cetermblrg FF]O idwo-g dmemle mamrbls toot da roe eebJee!m evicessNe corroelon d rW9xr fob!wdlolt unkn cdnro.me m ASTM L o. tw amount dl orandrHd or ballast nelgnt requlrw. decd,. -B.T)a weld[YNert elwdtbn-11 be d minYmm of 0.1-1 DATE:06/30/21 1 OF 1 4.SeptK tanb ewll cave(])calpdtmen s.single Unl[eepUc tanU �L rola.enc blot Mvert elavatbn ai wmpllna mdndlae ea b.All[dks duel tis­1=1 Two metwda or enseTbtg tanks de scall m dWldeO tiro Wo wmpdtmeMe luta transverse he Ilnt db4Rvtbn bo+ea Abandonment of the existing sanitary system must be in no=roti t e 1.11 be elbar Y«wm mete g d amt p es a met19 wmpdNant scall w e d Ikp 1d vol me of 50-T5%of w..remhed I'qulC ro o11 xpue vac«dddtq to ma odwors reed maws tine 114 metMdi as lollons� valeme«d tom!eysmm crgaclty. edldmty w'tM1 tbse etarodb All opplkable recommerbotWe 9.Samplelg mdMles ewll owe m beide dlamemr of]leaf or conformance with the Department's requirements. Pd_d nv tw m Nl«e er,b11 be lmpbmentee. d Inaba dw d,]I«t N]loot met*1 Sealy enpty tura cad apply o v«wen to loom(a) 5.1111 senor pipes eM1ot1 pene4ote�ro vertkal sbenoll of ba tW ob Submit completed form W WM-080 as proof ­D Comm)ar mord a tdk b approved n aa,ar dewm h ew11 t ceded non goer ar dtwr mode occaptoble m lb 2, w acPtk mk still m Its ollctl at Icvel b «done rwm d D.Au corset pipe Aero a mm b ea ed plHg maNam own x mole Idr ewe mWtee. veportment even td namrtlEnl eealetl rte=role JoNt me the pip mm,Rwm lerdce M ay pm 1— of M one qu tdd 5,n)on a mNlmm nomrtlglt. gdstet Imbrod m tM1e Alpe WIN emMlese emel rcV«labb c orple) 9-kM1 Nkl bed of deport,levelw orb compacted saw(free Iron acts/ 11 pod gw q 91'( �5 W LOT AREA = 20,746 SQ.FT. ( 0.476 ACRES ) Cv �(-�- - 4uo a" (/r 22-213 HENRY'S LANE fd pipe S 45006130"E ° 100.00' x bi 141.38' cp Idpipe1405.24' 2.3' (map) 0 I � Q a I M Q! hedge\ U 15'lij Ll 7L 4 � O C) �. 214' 7 7.1'LI ( L>~ 45.0' Lli dam'-00 foundation 22,5' LC) N N O) land ng N dam' Qj do steps 33.7' 0 0o U N 7 sty I j LL! fr %` c dwell wd deck r` � p M / & steps >X � O to o W m23.4 m � 20.5' O z V dwell I I z 1— O g Li.I O O � O .� O l) z metal N shed _ ��30.0* fr _ J 8 x8'�� _. o metal 29"0' � shed 6'x6' � -_•- - N Tj fd pipe N 47°59'20"W 100.13' NOW OR FORMERLY WILLIAMSON 10-13-2022 LOCATED FOUNDATION THE OFFSETS (OR DWENSIONS) SHOWN HEREON FROM THE SIRUCIURFS TO THE PROPERTY LINES ARE FORA SPMC PURPOSE AND USE AND THE MRE ARE NOT JOB No. 17-68 FILE No. PECONIC HOMES INTENDED m GUIDE THE EREaRON OF FENCES. RETANNG WALLa POOLS: mos. PLANTING AREAS. ADDIRON TO BUILDINGS OR ANY OTHER CONSIRUCRON. SURVEYED FOR ROBERT OTANI UNAUIHORRED ALTERATION OR ADDRION TO THIS SURVEY IS A VIOLATION OF SECTION LOT NUMBER 12 7209 OF THE NEW YORK SPA7E EDUCATION LAW. GUARANTEE'S INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE MAP OF PECONIC HOMES SURVEY IS PREPARED. AND ON HIS BEHXF TO THE TIRE COMPANY. GOVERNMENTAL SITUATED AT PECONIC AGENCY AND LENDING IMUMON LISTED HEREON.AND TO 7HE ASSIGNEES OF THE LENDING INSMU1 ON. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTINRONS TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. OR SUB=UEXr OWNERS. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED SEAL OR SCALE 1" = 30' DATE 4-7-2017 EMBOSSED SEAL SHALL NOT BE-CONSIDERED TO BE"A VALID TRUE COPY. FILED MAP No. 4181 DATE 10-14-1964 CERTIFIED ONLY TAX MAP No. 1000-74-1-10 DISK 2017 HAROLD F. TRANCHON JR_ P.C. LAND SURVEYOR P.O. BOX 616 if A ;;• i1 � . b 1866 WADING RIVER--MANOR RD. WADING RIVER, p46� NEW YORK, 11792048-3c3% IC. No. 048992 631---929--4695 HAROLD F. T_ NC TON J LL. �PENN- LIC_ No. 2115—E 22-213 LOT AREA = 20,746 SQ.Fr. ( 0.476 ACRES ) 23-121 HENRY'S LANE water \ fd pipe S 45"06'30' IT'eter 100.00' x W 141.38' water o 1405.24' z � 55'serarice (map) LP W ^ O LP v Q a N LP LP LP LIS I o p covered 24.29.5' ST 50' porch c O wall 25' walk Z 3.2'E planter 39 Y Q `. 214' 11.1' Z 45.0' 1 STY FR DWELL. 19 :I- 22.5' in LLl ON landing N R N �uancit C Z FC a& step 33.7' O 7.� 3 3 z5 F= .s `0.4' Y U x .n 2LLJ m LO I uriit� M STY °� v a W OFC 3Of :Z, to 2.3'E W m = z rx 23.4' 1 i' M ME 20.5' :D U x wall z !Z— O Q 2.5'E O O W O —T IL LL- m x n Q Cf) X FC metal 7.9'W I shed` 8.6' LLI fr 30.0' shed 0 8'X8' 11— metals 29.0' shed n � , l s'Xs' SEP 6 2023 N ,.� Id pipe Z . BUH DING DEQ'- 100.13' 0117N ,F 1E0xTui0*11)' N 4759'20"W NOTE: CESSPOOL, SEPTIC TANK & WATER SERVICE LOCATIONS BY OTHERS. NOW OR FORMERLY WILLIAMSON 7-13-2023 FINAL SURVEY NOTE OFFSETS TO FOUNDATION 10-13-2022 LOCATED FOUNDATION THE OFFSEIS (OR DIMENSIONS)SHOWN HEREON FROM THE SMUCIURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOr JOB No. 17-68 FILE No. PECONIC HOMES INTENDED TO GUIDE INE ERECTION OF FENCES.RUMMG WALLS POOLS, PATIOS, PLANRNG AREAS.ADDMON TO BMW=OR ANY OTHER CONSTRLICDON. SURVEYED FOR ROBERT OTANI UNAMORREO ALIERMRON OR AMMON TO TMS SURVEY IS A VIOLATION OF SWDON LOT NUMBER 12 7209 OF IME NEW YORK STATE EDLICAMON LAW. MAP OF PECONIC HOMES GUARANIEES NOIGTED HEREON SHALL RUN ONLY DO THE PERSON FOR WHOM THE SURYEY IS PREPARED,AND ON FOS BEHALF TO TME mLE COMPANY.GOV8000 GAL SITUATED AT PECONIC AGENCY AND LENOM 9WMn ON LISTED HEREON.AND TO DHE ASSIGNEES OF 7HE LENDING NSDTURON. GUARANTEES ARE NOT TRANSFERABLE TO AMMON&INS MONS TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. OR SUBSEQUENT OWNERS. COPIES OF THIS SURLEY MAP Nor ANG THE UWD sumEyoWs TNI®s8L OR SCALE 10 = 30' DATE 4-7-2017 EMBOSSED SEAL SHALL NOT BE CONSMO ED TO BE A VALID TRUE COPY. FILED MAP No. 4181 DATE 10-14-1964 CERTIFIED ONL ssti �;,y TAX MAP No. 1000-74-1-10 DISK 2017 c HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR P.O. BOX 616 --�•_ pJ� am` `' 1866 WADING RIVER—MANOR RD. WADING RIVER, O Di-v=j `,,. NEW YORK, 11792 X.HAROLD F.'TRAts PIONVJRS p NNLLICNo. 048992 631 -929-4695 No. 21115 E V F'7'177�_ �,�"� j r �. • > , (MEASURED FROM BUILDING GORNER5) ' �,°�• ,� t. ; �' `" . SYSTEM COMPONENT CORNER 'A' CORNER 'B' a j F? �' '"�,�,�� ••, � '<�,. '.���';,�., �. �,,,"�. ?�,,;� � :F... �`��' . . n.4 {" ,�• � ''°�," ..G" 1250 GALLON SEPTIC TANK 341.0' 25.0' � ty `w , �► °4' aro ,. a n - L b � �, � ,,,�� ` �;^�,� '' s �.`'•.,,�, r � - .h r�� D &V x 2 DEEP L.P. (DIST. POOL) 50.0: 2q.5 VACANT OT J � E - &'0 x 2 DEEP L.P. (D15T. POOL) 55.0 24 5 Q •L N LINE I00.1�J w .� ...° + _ , H 4 PROPERTY _ _ _ _ - ' ,, * - 1. a' +E - %�� ` MEASUREMENTS AS PER SYSTEM INSPECTION CONDUCTED ON MAY 3, 2023 j�j 4'7°5x'20° .. �" ` � ;... .s `" �r F N INC ,,, �� - �- - EL. 22.1' I"'"�.,;, ., �; ,� n. , x: BY KRI5TIN ROU5ELL O KE ROU5ELL, _ - � - ELEVATIONS REFERENCE NAND Igbb r•- ` , V".. '' '' �'' Y 3' NOTE: MEASUREMENTS ARE TO THE CENTER OF GONERS. - I 0 ' M � � � K ',� � i EL. ISS - � ' y. c,9 o ; a.. �: :# �. 1 THE FOLLOWING LOTS WITHIN 150 OF i- z O "`` PROPERTY UTILIZE PUBLIC WATER A5 PER 5GWA: O _ N I Y•'" r -�+ # k,k ,,i4 ; e ~'�` ''. 'f r` �*` O 5GTM #1000-'T4-I-q T V cc .` " '° `� r `� "♦ .. €4 �" °` °' �v mob" METAL SHED N 5GTM #1000--14-2-24 O (V DRY BLDG, p {� p - �WJy� 1 t-, -E-' 1-r) "ar J .,A." c• .. 'b <.�ia� Y" rF�``•R'1w..,' _ •.p`r� "�� O O O SITE LAYOUT NOTES: ► •� ,� '�``. *;'•', SHED (DRY I. TH15 15 AN ARCHITECTS 51TE PLAN 8 15 SUBJECT TO VERIFICATION BY A LICENSED ., FR SURVEYOR. THE INFORMATION REPRESENTED ON THIS SITE PLAN IS TO THE `...w "* ' �' a� '"- �, w } .`/rF `•'" �`�� '"a �* ARCHITECT'S BEST OF KNOWLEDGE. ~/c;} ,r �. �' .•: � ' METAL SHED 1 L n�A�. WETLAND DELINEATION 1 (DRY BLDG) 2.5URVEY INFORMATION WA5 OBTAINED .y� '�A FLAGGING BY FROM A SURVEY DATED MARCH 23 2021 +� �* .+" SHAWN M. BARRON M-5 . i �, r' i" 4 �� AND PREPARED BY: ,' ON MARCH 15, 2021 HAROLD F. TRANCHON JR. P.G. N.Y. STATE LAND SURVEYOR U LIG. #048992 ,. .., n l Ilk . �, �rv� w�� P.O. BOX 616 � �.., I '' «°` rr ,`. W. ✓ '" r ':E 1 1 G RIMER-MA � /`s 1866 WAD N NOR RD. 'Z?. _ , �`': = - . .. .a a .s _ �`ti��.. �, , 1 WADING RIVER, N.Y. II-7q2 Lu (631) 929-4685 • AERIAL fi�HOTO � + 1 NOTE: SCALE: NTS 1 I FLOOD MAP DATA: MAP #: 36103G0161H U I MAP DATE: Oq/25/200q ]►•�1 fIF -- l0?^E'ER C --- _ �LATF OP OTh, ----- SjFacp r; FLOOD ZONE: X lJJ EriL' ?Li.,, Ef,"v PLUG 1 •-� LOT COVERAGE / 1 2. 517E PROTEGTIOWSILT FENCING TO BE INSTALLED AS REQUIRED BY THE TOWN OF SUFFOLK COUNTY TAX LOT NO. 1000-14-1-10 w SOUTHOLD. (D R-40 -...-.. - i 3. SURFACE WATERS OR WETLANDS ARE �-si�'- `'- i ZONE 4F, eLn +' �,�I 95 LOT Z_ I DW 1 / N LOCATED WITHIN 300' OF THE PROPERTY. I---�- ; i0" �''r' ? DESCRIPTION AREA COVERAGE '� / I Dj"� I - ' ABOVE-GROUND OIL TANK SUBDIVISION INFORMATION: ' VACANT LOT 1 W 'MAP OF PEGONIG HOMES' TOTAL LOT AREA 20,146.0 S.F. 4` ELBCv; - `t �; V5'E i 1 Z LOT NUMBER 12 DWELLING 2A20.5 S.F. g T% � F.LTE=r:aTE `a F.LTEFIIATF -E' MAP NO. 4161 CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC DEGKS/PORGH 356b S.F. 1.7% FILED OCTOBER 14, 1964 Ir ALL VIEWS, ALTEENATE "A" IS FOR BENDS, ALTERNATE "B" IS FCR USE WITH KEG. EX-=VSION/CCNNECTIOV 1 � -- SHEDS 186.0 5.F. OA% 1 CL W TOTAL AREA OF ALL 5TRUGTURE5 2563.1 S.F. 12.4% ui CLEAN-OUT DETAIL MAXIMUM COVERAGE ALLOWED = 20% � l7 FEBRUARY.2021 WD• w H SCALE: NT5 NJ DECK PO. DECK Q TEST HOLE DATA DWELLING 3 N MCDONALD ec-050IENGE D_ U P,o,6. 1259 1 PUBLIC WATER p 5OUMODIFIED iA 00 w (4) BEDROOM �` Q J DY+fi^LLIN6 SEFT I C SYSTEM DET/ I L. EL"Ibb' DARK> oo'��, 1 o m NOT TO SCALE °L LOAM �, I STRY WD. FR. � < Ch F.F.ELe 212 1.0 OL 1 Q HEAVY DUTY DWELLING I a a- c.o . (4 BEDROOMS) LOCKING CAST PRECAST GONG. COVER H0U5E 1 Z Z is IRON COVER BELOW GRADE(TYP) / GONNEGTION d O O z TO GRADE BROWN SANDY GRADE EL. SEPTIC ci SANITARY LINE SYSTEM = Ibb' 5% MAXIMUM SLOPE CLAY / BASEMENT EL. = 13.4' �ii �i Z MtN. 4' DIA. TOP r MiN. - B COVERED 1 W z z yo- " SDR 35 FVC, EL 15.51 2'MAX i'-8• MIN. 4" DIA. _ '� PORCH 4a, G.O. _0r_QUIV'. MIN. SDR 35 PVC, TOP EL.=14.5' 8S' (� 1 ! A G.O. S` Q Q BASEMENT MIN. PITGIi ":I' �[py� � OR EQUIV. ' /� 1 i_ 0 0 G EL X13.4' INV. EL. LINE L. MIN. PiTCH ":I' - _ LEAGHIN6 LEAGHIN6 POOL INV E POOL LU _ 1 142 .° 13?' INV. EL.. n �' ' w' i c� c� LU '� 135' 4 BOT. EL.=12.0 ' 1250 .. - -4 ,' 1 t2Q' � � w N N j D -= = EXPANSION POOL (E.P) NOTE. `; 9-0 l 8'-O ,' �' S.T. Z Q cN N _ ,' EXPAN51ON POOLS ARE NOT tj p 1. SEPTICTANK DROP T' - :,,'/ V INSTALLED;THEIR LOCATION ON THE 0 0 ACG-5515LE FORSITE PLAN SERVES BOT. EL.=q.4' MAINTENANCE �',' 1 w E 1 DOCUMENT THAT ADEQUATE SPACE Z w t N I i-1 > G L.P. �' j e'-o• _: - .`: .-.: - -- - - - - �'� W E.P. EX15TS FOR RMRE 50% EXPANSION. Q H10HE T EXPECTED- - - - - - - - - - - - - _ - - - &ROUND WATER FL.=6.I' ',', O BRA" -1, D W CLAY BENEATH GLEAN SAND COLLAR(PER amu-, s�DY C&AYY w l A - 3 CLEANAND TEST HOLE) REMOVED AND REPLACED BELOW i',' � _ - I O � L.P. L.P. L.P. m � O SURROUNDING L.P LEAGHIN6 POOLS WITH SAND d &RAVEL i',' O 1 DW i� `� F Q f UNTIL FINE SAND STRATA ENCOUNTERED '�� ✓ I_- "517/%) 9t Cy _ E.P. 1 0 �� "1' -( E.P. L.P. / 1 d� {(!� 2.01, - o'S'a C�� SEPTIC TANK (U lop LEAGHIN6 POOLS(6) Q 1 ASPHALT T�sT Z 1. MINIMUM SEPTIC,CAPACITY FOR A 4 BEDROOM HOUSE 15 1,250 6ALLON5 w/54 S.F.LIQUID AREA.. 1. LEAGHIN6 SYSTEM DE516NED TO AGGOMMODATE A 4 BEDROOM RESIDENCE AS PER SGDH5 "STANDARDS 1405.24 � DRIVEWAY HOLE EL. 15.q' 141.38 � EL. 14.0 -„�+* (1)8'40 SEPTIC,TANK w/4'EM'.0TIVE DEPTH PROVIDES 1250 GAL.GAPAGITY & 44 5,F.LIQUID AREA. FOR APPROVAL OF PLANS 4 CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEM' FOR SINGLE-FAMILY 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 2a DAYS. RESIDENCES",FIGURE 12. THIS DESi6N UTILIZES: ' ' _ - _ _ _ 5 45°Ob'30"r E PROPERTY LINE 100.00' � �r�;,��"•--` � 26.a' , ,' -v�. °s7ao5 per, 5. TANK SHALL HAVE MIN.WALL THICKNESS OF 5",TOP THIGKNE55 OF b",AND BOTTOM THICKNESS OF 4`. (b)8'�x 2'DEEP LEAGHIN6 POOLS 4. ALL WALLS,BOTTOM,AND TOP SHALL CONTAIN REINFOR61N6 TO RESIST AN APPLIED FORGE OF 300 PSF- FOR 50%EXPANSION,ADEQUATE SPACE FOR(W 6'0 x 2'DEEP i:XPAN5ION POOLS(NOT INSTALLED) ','� WATER � OF N S. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT 2. WASTE LINE FROM SEPTIC,TANK SHALL ENTER THE MIDDLE RING AS HIGH AS POSSIBLE,WITH CRO-96-OVER moi' METER i 6. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH A MAX TOLLzERANC,E OF if/4') PIPES INSTALLED BETNEEN TH15 RING AND OUTER RINGS,8"FROM THE BOTTOMS OF POOLS. WATM IN BROMN ON A MINIMUM 5"THICK BED OF COMPACTED SAND OR PEA GRAVEL. 3. LEAGHIN6 POOLS TO BE GONSTRUGTED OF PRECAST REINFORCED CONCRETE(OR EQUAL). FINE SAND O 5 IO 20 30 40 50 PROJECT: 7. A 10'MIN.DISTANCE BETWEEN SEPTIC,TANK AND HOUSE SHALL BE MAINTAINED. 4. ALL COVERS SHALL W OF PRECAST REINFORCED CONCRETE(OR EQUAL). �i / 1-T E N R Y 1 S L A N E GRAPHIC 50ALE 5. A Z'MIN.DISTANCE BETWEEN THE HIGHEST RECORDED 6ROl1NDWAT'ER LEVEL AND BOTTOM OF LEAGHIN6 ' � G I T� PLAN .�J I j_ 1 `t POOLS SHALL BE MAINTAINED.. ' ' TA N' SEA' ' b. AID'MIN.DISTANCE BETWEEN LEAGHIN6 POOLS AND WATER LINE SHALL BE MAINTAINED. SCALE: I'-O" = 15'-0" ,1 Irl((_ _ SEPTIC SYSTE I� 1. AN 6'MIN.DISTANCE BETHEEN ALL LEAGHIN6 POOLS AND SEPTIC,TANK SHALL BE MAINTAINED. COMMENTS:WATER E C40UNTERED as' L`.7 1^` 1501-0011 6RAM SUFFOLIG COUNTY HEALTH IDEFARTMENT /4�' FROVAL SEP 6 2023 H.S. REI°EI�ENGZ NO.: R-21-121-7 1395 HENRY'S LN •"�_� ., �� � . � PECONIC, NY 11958 MINIMUM 5EWA&E DISPOSAL SYSTEM DEVeN RE`.QUIREMENTS: 8. Water testing: Seat tank;fill tank with water to outlet irvert �'Q« � .rG �.g4( ! r- • - 1 , -•, '. 1 1 F °,- r ,11 # r _� "� ;"' f r"" "s�� / ;" {� elevation, let stand for 24 hours. Refill the, tank to the outlet invert 6. All points shall be sealed so that the tank is watertight. See section 3. All outlets from the septic tank must be provided with an 18" drop "T" i k�} ! I I i / I`W�1: , , ., d i, ; i , Y/ , .- „ 1 i a ;-a . . k'_ I. Septic tanks shall be constructed of precast concrete,fiberglass, after the 24-hour period is complete. Let the tank stand For an 5-114,8.10.Tanks that are cast In place require prior approval from the or equivalent roved baffle extendingInto the 1/3 of the se tic tank `�'p P DRAWING TITLE: polyethylene,polypropylene,thermoplastics,or other materials in additional 10-hour period. The tank is approved If water level is held Department and must be certified by a Licensed Professional Engineer. liquid depth. bas deflection baffles are recommended for Installation accordance with Department standards and IONYGRR, Appendix 75-A. for the 10-hour period. Water pressure testing is recommended to be At a minfmum,the floor and walls of a concrete tank must be below each effluent drop "T". t I c '` 1 ' _ The use of stool tanks is prohibited. done onsite after Installation. monolithically poured. '' i m SITE PLAN 4. A distribution box/manhole or distribution leaching structure shall be �' !"� ? ✓" 1 x '" ? t N, t` {'�° '� r "i +'�'' 2. Unless otherwise specified,the leachin 5tructure/5 stem that follows ct. Septic tank manufacturers shall provide, a label of non,orrosiYe -1'. Y�enever actical,concrete septic tanks shall not be located within required for all systems with more than (3) leaching structures unless an j ; . - P g y P P P q y ng SEPTIC SYSTEM DETAIL a septic tank shall be designed In accordance with section 5-10'7 and material In a prominent location at each access opening to wam that groundwater. For installations that are placed within groundwater,the alternative design is approved by the Department. 5-110 of this standard. •entrance Into tank may be fatal'. bottom and side portions,up to 16 Inches above highest NOTES reeorded/expected groundwater elevation,of the septic tank shall be 5.The top of the septic tank shall not be located greater than 2.5 feet 3. At a minimum,all septic tanks shall have 20-Inch covered access PRE-CAST CONCRETE SEPTIC TANK CONSTRUCTION REQUIREMENTS: monolithically constructed. In cases where this is not practicable,the or less than one foot below final grade. openings within 12" of grade or to grade located over the inlet and septic tank shall be water-proofed up to IS Inches above the highest 8/29/2023 i i + ; N_R-21-1217 outlet,respectively.Gowers shall be either 20-inch diameter watertight 1. Reinforced concrete shall have a minimum compressive strength of recorded /expected groundwater elevation and leak tested to ensure 6. At a minimum,all sampling manholes shall have 20-inch covered "''"'` ---_--•- -"- - ---- - --- - and Insect-proof locking cast Iron covers or thermoplastic covers at 3,000 pounds per square inch (psi) at 28-days set. tightness prior to operation. access openings to grade located over the inlet and outlet. Covers PAGE: final grade. All covers and chimneys/risers shall be designed in shall be either 20-inch diameter watertight and Insect-proof locking accordance with section 5-111 of this standard. 2. Wall thickness shall be a minimum of three Inches unless the design 8. In cases when concrete tanks are installed in groundwater,the cast Iron covers or thermoplastic covers at final grade.All covers has been certified by a New York Licensed Professional Engineer as design proPesslonol Shoff submit buoyancy calculations to prove the shall be designed in accordance with section 5-III of this standard. -- t'.. �.. •-i t. -_. r.. r s! ,-.., -••, 6 f^ ,r 6.-,y.r+,•,. 'r'"f., .- 1("w z.- r-� r' I• v ; F I p b .- �y ;r ft s {r I c :, _..� , _ 04111P.00110 A"k 0 4. When a septic tank is approved to be Installed In a driveway or complying with all appropriate requirements for thin wall construction. All weight of the tank(with or without anchoring or the addition of ballast) I . t . ... parking area,the unit shall be designed and/or Installed to withstand walls,bottom and top shall contain reinforcing to resist or applied will be at least 1.5 times more than the weight of the water displaced. 1. Y4hen sampling manholes are approved to be Installed in a : r -, ;r; I . , { 1 i r + 1-r,am 4' -' a " •r-i Yr ~, z r _i H5-20 or H-20 loading as designated by AASH force of 300 pounds per square foot (psf). The buoyancy calculations shall be done using highest driveway or parking area, the manhole shall be designed to be rr ,^,ry n (� aiIi I.�' . €w !6 _ . t o ( i t. _ I`_! I iai 4-i.. is •...+. -..% �.-�C 1 .w i 4>' 1 .. + I 1\..x i., expected/recorded groundwater elevation with the tank empty. Soil traffic bearing to meet the requirements of AASHTO H-20 or ¢ • t p , x 5. Septic, tanks shall be watertight and constructed of sound and 3. Pre-cast concrete sections shall be scaled with one (1)Inch butyl Cover on top of the tanks) shall not be considered when determining H5-20 loading. I'�( x t :- durable materials that are, not subject to excessive corrosion or �' "f ,, �>; t : x:, , '.__3 3 _> • _-.-_.-__._., _- -`>-� p ` '�`:'b`s - . rubber point soalant which Conforms to ASTM G-9g0. the amount of anchoring or ballast weight required. " decay. 8. The outlet invert elevation shall be a minimum of 0.1 foot DATE: 06/30/21 1 OF 1 4. Septic tanks shall have (2) compartments. Single unit septic tanks SEPTIC TANK INSTALLATION STANDARDS: below the Inlet Invert elevation at sampling manholes and 6. All tanks must be watertight. Two methods of ensuring tanks are shall be divided into two compartments by a transverse wall. The first distribution boxes. watertight shall be either vacuum testing or water pressure testing compartment shall have a liquid volume of 50-'i5% of the required liquid I. Install septic tanks according to manufacturer's recommendations while methods as follows: volume and total system capacity. conforming with these standard. All applicable recommendations 01.Sampling manholes shall have an Inside diameter of 2 foot or � • provided by the manufacturer shall be implemented, an Inside area of 2 foot by 2 foot. f 'I.Vacuum testing: Seal the empty tank and apply a vaGlMn to four (4) 5. All sewer pipes shall penetrate the vertical sidewall of the tank and ry PP 9 P P PP P sampling inchcs(IOOmm) of mercury. The tank is approved if 9090 of vacwm is shall be scaled with rout or other means acct table to the 2. The se tic tank shall be Installed at level In all directions (with a lo. All sewer pipe penetrations In the Sam lin manhole shall be held for two minutes. Department such as watertight sealed flexible joint and the pipe maximum tolerance in any direction of +/one quarter Inch) on a minimum watertight• i :,.- gasket fastened to the pipe with stainless steel retractable clamp(S), 3-inch thick bed of properly leveled and compacted sand (free from rocks) or pea gravel. AMP Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(516)214-0160 Design + Build ECVE JUN .1 0 2022 June Stn 2022 BUILDING DEPT. TOWN OF SOUTHOLD Southold Town Building Department RE:Otani Residence 1395 Henry's Lane Peconic NY To whom it may concern, Enclosed please find the health department approved plans for the above address. Thank you, Michelle Sarabia Page 1 of 1 / \ ` New York State ! Department of State Building� �N0� ���0*m�����0�� STATE OF One Commerce Plaza '~~^^~ and Codes ny Wastfington Avenue, 11160- Albany,NY 12231-0001 Fax: (518)A86-4487 '----_..-' .Application ' All fields must be completed in order for this form to be submitted ' 'MANUFACTURER: Icon Legacy Custom Modular Homes, LLC Manufacturer No: K8 006, Address: 248Sand Hill Road, Selinsgrove, PA17O7U Phone:570-374-3280 Contact Person: Jon Aungst Email:iona@i«»»»g*«yu»m QUALITY CONTROL MANUAL LAST APPROVAL DATE: 02/27/2017 PnupumdBy/CoNmuL Person: Annette Buckley Phone: 570'374'3280 Email: Annetteb@ioon|egaoy.com I INDEPENDENT THIRD PARTY INSPECTION'AGENCY: PFS Corporation �ddn*ue: i115Old Berwick Road, Bloomsburg, PA17815 Phone: 570-784'8398 Contact pnmmn: Harold RauP Email: ha»o|d.nauP@Pfste«»'««m FACTORY MANUFACTURED BUILDING IDENTIFICATION O#18374/Ea��EndCon��/RobO�ani Pn�a��Nama/C|ienWCu�umer� � Project County: Suffolk Model: Ranch Occupancy Class Addition 0»Single Family pnojectAddreoo: 13ObHenry's Lane, Peconic, NY11O58 Application pertains to: (check one) rxl New Individual K8udeJ (unique/custom/manufaoturodonce for ospecific site) E] New Initial Individual Model(planned to be built repeatedly-per these guidelines*) E7 New System ufModels El Modification nfanApproved Model orSystem: M (provide prior approval number) �7 Renewal ofanApproved Model orSystem: M (provide prior approval number) initial model means a specific design of factory manufactured home minclude options which do not change the quality control manual and which in the determination of the Division,do not materially affect the structural,plumbing,mechanical or electrical systems. - FILING DOCUMENTATION AND FEES Provide 1 set of necessary drawings, specifications,calculations and updated QA Manual (if more than 2 years since last approval)as ahard copy and pdffiles onaCD'Rom.thumb-dhxe.web-transfer ore'mai|. Please provide u filing fee of$50.UO.A plan checking fee in accordance with 9 NYCRR 1281.4 is required upon approval,payable to: NYSDOS, Division of Building Standards and Codes. Send submission and payment to: NYS Dept.of State, Division of Building Standards and Codes, One Commerce Plaza,AAWashington Avenue, Suite 11GU.Albany, NY12231. SIGNATURES: � Registered Architect ' Professional Engineer** James J Barlow078757 Name: License No: Signature { New York:State EtIqlaitioh.4aw and Department of State Regulation require architect or professional engineer signature and seal affixed to all drawings ignd'spe6i.ficatiph,g-sub�nitted to public officials certifying compliance with,health and safety regulations and conformance with current codes. DOS' 28U'f-a(Rev 03/17) Page 1of1 . ` ` _ r n STATE OF NEW YORK ANDREW M. CUOMO DEPARTMENT'OF STATE GOVERNOR ONE COMMERCE PLAZA ROSSANA ROSADO 99 WASHINGTON AVENUE SECRETARY OF STATE ALBANY,NY 12231-0001 WWW.DOS.NY.GOV ) THIRD PART ODULAR REVIEW RESIDENTIAL SUBMISSION DEVELOPMENT WORKSHEET BASED UPON THE 2016 NEW YORK STATE UNIFORM CODE AND 2016 NYS UNIFORM CODE SUPPLEMENT, 2015 INTERNATIONAL RESIDENTIAL CODE,2015 INTERNATIONAL ENERGY CONSERVATION CODE, 2016 NYS SUPPLEMENT TO THE ENERGY CONSERVATION CODE AND THE 2014 NATIONAL ELECTRICAL TO BEC Manufacturer:ICON LEGACY CMH, LLC Project Name & Project Number:0#10374 EAST END CONSTRUCTION/ROB OTANI Address:1395 HENRY'S LANE City/Town/Village:PECONIC Zip Code: 11958 This worksheet is based upon the Documentation Guidelines for Factory Manufactured(Modular) Building Approval dated August 1,2018 prepared for the Residential Third Party Modular Review. This completed worksheet shall accompany each project submitted as part of the Residential Modular Program. This worksheet is provided for general guidance in preparing a satisfactory application for approval only. This is not intended to serve as a complete checklist leading to compliance with the Uniform Fire Prevention and Building Code. Note that the worksheets are in a tabular format and are divided into five columns as shown below. A description of each column is given in the second row,below the column header. The Response three options to check are: Completed (Completed in the factory) N/A(the requirement is not applicable to the project or factory provided.) a S(the requirement is to be completed as onsite construction, provided by the factory) Section A - General Requirements Worksheet Reference to Code Submission Requirement Response Drawing sheet or Doc. Section page number Guidelines where requirement is addressed A7 Acomplete calculations manual Completed 1-44/RC1-RC Include index with all pages required for complete r "/A 5 46 set A6 Drawings indicate the location of the NYS Insignia of _completed CV/FP 1 Approval,Manuf.Data Plate and 3'd Party Inspection C:§ N/A Agency labels [:, s Al Cover Sheet identifies the design professional's iTCompleted CV name,address and contact information.List 3rd Party r— N/A Inspection Agency with address s A10 Cover sheet has an index for the entire drawings set #—w Completed CV (Be sure all pages required for a complete set are "/A s listed) Residential Submission Development Worksheet Pagel of 13 September 1,2018 A9 Cover sheet indicates the project name,complete Completed r N/A CV address and county Of s Al2 Cover sheet identifies the climate zone and energy Completed CV testing agency and contact information "/A S Al2 Cover sheet identifies the use and occupancy l:,Completed CV classifications 1- N/A S Al2 R301.1.4 Cover sheet identifies the seismic design category Completed CV and wind exposure category I_ "/A 177 S Al2 Drawing Organization:Categorize"R"Occupancy in Completed One-family,Two-family,or Townhouse [7 "/A CV S A13 R302 For Multiple Family Dwellings and Commercial Completed Construction,provide plot plan showing the building lj._� "/A S on the site,lot line dimensions and grade elevations. Al2 R301.2.1 Cover sheet identifies the ground snow load,wind Fw7,completed CV R301.2.1.1 speed,address special wind regions "/A � s R301.2.1.5.1 (Special wind regions are addressed on a case by case basis),live and dead loads Al2 R101.2 R Occupancies-Use and Occupancy !'Completed Circle One: One-Family Two-Family Townhouse "/A CV CC, r_11 0 s Al2 Ch.2,Story Indicate Number of Stories= 1 [s�Completed Definition Story Above Grade Plane as defined in 2017 UCS "/A CV/EV1 ('M s A3 3"x6"clear space box provided for DOS/3rd party I"i Completed ENTIRE SET approval stamp in the same location on all pages of r, N/A the plan set F s A2 Manufacturer's information provided RECompleted CV (name,address and phone number) 0 N/A l s B7 Identifythe agency and contact information WCompleted CV responsible for energy compliance completion on "/A Ivy s site,in manufacturing Facility,or both Al Acknowledge submission to NYSDOS with hard •l Completed copies,electronic files with application g lication and filing fee I' "/A I-, s A9 Cover sheet to identify Codes used for compliance. rXcompleted N/A CV S AS Identify ALL components and/or systems that are to rCompleted CV 1311 be installed on-site by others that are not part of this 1-1 "/A [": s approval. Al2 Identify roof truss type and locate truss signage for WCompleted Bab structure "/A CV � s A13 Identify Flood Plain requirements per R322 [`Completed N/A CV f" s Al2 Identify building square footage by floor and total fi'Completed N/A CV s Residential Submission Development Worksheet Page 2 of 13 September 1,2018 Al2 Identify building construction type Completed N/A CV i7 s Section B - Required Drawing Details Reference Code Submission Requirement Response Drawing sheet or to Section page number where Doc. requirement is Guidelines addressed Bib R305.1 Elevations WCompleted EV1-EV2 R310 Identify egress windows and ceiling heights,height of r:-. N/A stories above finished grade' s Bib Height Of Building(ft.)= 201-5 IICompleted EV1 (Grade to peak) r "/A r s Ch.10 Chimneys and vents °g Completed Ch.18 I N/A 5 Ch.24 Bib R310 Floor Plan(s) rCompleeted FP1 Identify egress windows i- s Bib Habitable Attic requirements I7,Completed Provide egress window rm� N/A s Provide 13D Domestic Fire Sprinkler throughout dwelling R301.2.1.1.1 Sunroom—where sunrooms are an option,show Completed compliance with the required provisions i ! N/A �+ s R303 Light and Ventilation (i Completed FP1 Identify this information for each habitable room and ("° N/A on the window schedule for each window/door r— s 1 STORY ABOVE GRADE PLANE.Any story having its finished floor surface entirely above grade plane,or in which the finished surface of the floor next above is any of the following: 1.More than 6 feet(1829 mm)above grade plane. 2.More than 6 feet(1829 mm)above the finished ground level for more than 50 percent of the total building perimeter. 3.More than 12 feet(3658 mm)above the finished ground level at any point. Residential Submission Development Worksheet Page 3 of 13 September 1,2018 [!+Completed R304 Room Size FP One room a min.of 120 SF 1 N/A s 70 SF for other rooms 7-foot min.horizontal dimension R320 Accessibility:Guestrooms.A dwelling with guestrooms Completed 132h �s N/A shall comply with Chapter 11 of the IBC for Group R-3 M S 65a Fixture requirements REcompleted FP1/PL1 R306 R3Ch. 6 (See 2017 Uniform Code Supplement for updated 17 S plumbing fixture flow requirements) B5d R307 Fixture spacing WCompleted N/A FP1/PL1 P2705.1 s 134a M1901.1 Range and Oven Clearances 177 Completed F N/A M. S B4i Factory-built fireplaces 177 Completed R1004 N/A 134i Hearth extension Completed R1004.2 ['' "/A 173 s Decorative shrouds r7Completed R1004.3 N/A (" s 134i Unvented gas log heaters FICompleted R1004.4 r "/A 0 , s 134i Fireplace 'Completed R1004.5 Fireplace doors at Factory Built Fireplaces are not to �` NSA R1102.4.2 be installed,EXCEPT where specifically tested,listed F— and Labeled for use in accordance with UL 127. 134i Factory Built ChimneysCompleted R1005 r'° "/A C°'a s B4d Exterior air supply. completed 64e R1006 r N/A [; s 62a Garage SeparationCompleted FP1 R302.5 ("" N/A Table Identify wall construction and opening protectives F S R302.6 Identify limitation on use of Adhesive only attachment of Gypsum wallboard Floors and landings at exterior doors [Completed R311.3 [� N/A CV/EV1-EV2/FP1 S Bic Cross Sections—one per roof type/design R-Completed R305.1 And dimension ceiling heights � "SA SEI-SE4 Bid Interior Covering r!r Completed Big R702 N/A SE1-SE4 5 Gypsum Board on walls and ceilings:Identify !Completed S E 1- E4 � N/A R702.3.5 limitation on use of Adhesive only attachment of r- s Gypsum wallboard Residential Submission Development Worksheet Page 4 of 13 September 1,2018 B2c Flame Spread Classification not greater than 200 for Completed R302.9Wall and Ceiling Finishes [° "/A[7 s GN/SE 1-SE4 B2d R302.11 Fire blocking Completed N/A r-jS SE1 -SE4 B2a Floor protection:Gypsum or equal protection of Completed R302.13 underside of floors including those over basement I 7�j N/A ff s areas Completed B1) R408 Under floor space ventilation and access r- "/A EV1-EV2/FPI/FND M s B1f Exterior Covering (Completed R703 Include materials and fastening for each "/A S E 1 —SE4 rK s Solar Energy Systems Completed R324 Show Access Roof limit and calculation as defined in "/A the 2017 Uniform Code Supplement s B3d R802 Roof structure and Roof ventilation ple (Comted R806.2 � N/A CV/EV1 [:� s B1e Attic access location Completed R807 N/A S F P 1 � B1f Roof Exterior Coverings ["Completed SE1-SE4 Ch.9 Attachment of roof covering and underlayment "/A s provided r 62a Fire Classification of Roof Assemblies Completed R902 N/A I` s Bid Weather Protection Completed R903 "/A s S E 1 -SE4 Completed 61f R905.1 General requirements �; N/A SE1- E4 Fig. Ice shield underlayment provided 177 s R301.2(7) B1f Asphalt Shingles (Completed R905.2 N/A CV/EV1-EV2/SE1-SE4 l% s 1311 Door and Window Schedule Com`pleeted FP1-FP2/DWS Notes:1.Window pressure and Windborne debris are A0 S 8308 separate requirements. R310 2. Show dimensions complying with R311 emergency escape and rescue requirements. R312 1 exit per dwelling unit,side hinged&3'x6'-8" 3. Address fall protection in accordance with R312.2 Window fall protection. Safety glazing locations ilF,Completed F P 1 R308.4 f- N/A El s Skylights/sloped glazing Completed \/��[� R308.6 N/A s Y V DWS V\/ Residential Submission Development Worksheet Page 5 of 13 September 1,2018 B1i Exterior window and door installation and flashing ffilCompleted R609 r- �j N/A FP1-FP2/DWS 0 s B1i Performance of windows fo completed R609.2 "/A FP1-FP2/DWS I s Testing and labeling �R,Completed R609.3 N/A S F P 1/DWS (� Wind-borne Debris Protection C'Completed R609.6 (� N/A s DWS VS DW 132e Protection of Openings Completed R301.2.1.2 � N/A f s DW S R609.7 Anchorage of windows and doors and Mullions i•;completed DWS r N/A R609.8 U", s Window fall protection ECompleted R312.2 ra, NSA CV/FP1-FP2 jzR311.7.6 Landings i ;Completed F` N/A CV/FP1-FP2 R311.3 117 S 62a R311.8 Ramps [completed N/A S 62a R311.7 StairsCompleted f N/A F S 132b R311.7.1 36"clear width rCompleted N/A s 132b R311.7.5.1 Min.Tread depth=9" Completed R311.7.5.2 Max.riser height=8 1/4" r N/A (�' s (2017 UCS) 62b R311.7.2 Min.head clearance=6'-8" Completed ENj N/A i j£ S 132b R311.7.8 Handrails (""completed r N/A j s 132b R311.7.8.1 Handrail Height rCompl N/A 34"to 38"with 4 or more risers R311.7.5.2.1 Winder tread CCompleted rEj N/A 132b R311.7.10.1 Spiral Stairs i- S R311.7.10.2 Bulkhead enclosure stairs (not permitted as means of egress from a story) 132b R303.7 Interior Stairway illumination ,Completed i_ N/A [� S R312 Guards completed F P 1 132bI:d N/A 5 62b R312.1.1 Guards required with floor surfaces more than 30" Completed F P 1 above floor below FN N/A I,—, s Residential Submission Development Worksheet Page 6 of 13 September 1,2018 R312.1.3 Guards-Size of openings ( .Completed FP1 B2b F N/A F 5 R313 Automatic Sprinkler Systems ( fCompleted 62f (2017 UCS) (Habitable atticsz:Three stories above grade plane- F:3 N/A r s One&Two-Family Dwellings&Townhouses)Identify type of system R313 Provide hydraulic calculations and a layout showing Completed 132fg% N/A (2017 UCS) sprinkler head locations s R313 Provide complete system diagram and submit F Compl eted B2f N/AA (2017 UCS) equipment specifications F- s R316 Foam Plastic Insulation D.Completed LRI N/A 0 5 132a R302 Dwelling Unit Separation-Fire Resistant Construction Completed r- N/A FP1 s R302.3 One-hour Fire Separation for Two-Family Structure 'Completed ■ N/A 132a (%hr.with NFPA 13 sprinkler system) F.' s R302.1 0 Completed A13 Minimum Fire Separation Distances I! N/A (" s 62a R302.2 Townhouse Requirements—Fire Resistant WallE`'Completed Construction I• N/A ["" s 62a R302.2.3 Townhouse-Parapet construction,or alternatively, E-1 Completed F , N/A where fire rated construction exceptions are met 173 s 132a R302.2.4 Townhouse-Structural independence i' 2?Completed N/A S R302.3 Two-Family Construction i,„.Completed FEZ 1-hour separation per 302.2, N/A (' s 132a or alternatively,where fire rated construction exceptions are met M1303 Labeling of installed appliances Completed B4a [' N/A F--,- s M1306 Clearances from combustible construction F,Completed g4h N/A L7 s 64a Ch.14 Heating&cooling equipment j Completed CV I! N/A 5 z R313.1 Automatic fire sprinkler systems.An automatic residential fire sprinkler system designed and installed in accordance with Section P2904 or NFPA 13D shall be provided throughout all one-and two-family dwellings and townhouses when such dwelling or townhouse has a height of: 1.three stories above grade plane,or 2.two stories above grade plane and a habitable attic,or 3.three stories above grade plane and a habitable attic. Residential Submission Development Worksheet Page 7 of 13 September 1,2018 Heating System Completed ff 64a Circle one: Hot Water BBD Electric BBD Forced Air "/A N1103.3.3 HVAC load sizing per ACCA Manual J with equipment Completed 137i(b) M1401 to comply with ACCA Manual S provided(Heat loss p!�-` NSA 6u7i(c) per ACCA Manual"J",and equipment spec by Manual "S")Heat Loss Calc provided Ch.21 Hydronic Piping requirements ( Completed 64a r N/A (� s 64g Ch.15 Exhaust systems completed rj N/A CV/FP1/CF1 [C S 134h M1502 Clothes dryer exhaust termination,installation, ?Completed material and duct length "/A r s 134h M1503 Microwave and Range hood material,rate and [:l Completed M1504 location of exhaust r "/A (® s 134h M1505 Overhead exhaust hoods for open-top broiler unit F7 Completed �! N/A S 134h M1506 Exhaust ducts and openings Completed N/A CV/FP1/CF1 5 64e M1507 Mechanical ventilation [Completed N/A CV/ELI/ELC rj S-1 S 64 N1103.6 Whole house ventilation required CRICompleeted CV/EL1/ELC/ 67 Table Provide fan capacity,location and external air draw S CHN1103.6.1 location Indicate outdoor makeup air. d Ch. 16 Duct systems requirements Completed 67i1 ) ■ N/A S M1601 Duct construction,materials and installation r,Completed 137i(d) Provide Manual D design for duct sizing F "/A �'" s M1602 Return air requirements LI.Completed N/A S 137g M1701 Combustion air requirements ElCompleted N/A U S Ch.24 Fuel Gas Requirements (Completed N/A r S 64a G2406 Fuel Gas Appliance locationsCompleted I• N/A S 67g G2407 Combustion,ventilation and dilution air for r7Completed Mechanical Equipment �■_s N/A r s 64i G2408 Fuel Gas Equipment&appliance installation rlCompleted N/A clearances S G2413 Fuel Gas Pipe sizing and Materials 0Completed G2414 r "/A ( a 5 Residential Submission Development Worksheet Page 8 of 13 September 1,2018 G2415 Fuel Gas Piping Installation Completed [i N/A S G2420 Gas shutoff valves Completed N/A 5 B5 Ch.26 —Completed PL1 R306.3 General Plumbing Requirements L7 N/A R306.4 rjj S P2603.2 Drilling and notching of wood- coN/Aced PL2 (NOTE#36) framed structure S 135a Ch.27 [ Completed PL1 Plumbing Fixture Requirements N/A j S M2005 U Completed PL1 Ch.28 Water heaters [ ; N/A r.7 s P2803.2 17.completed Water Heater Temperature Control r N/A S B5c Provide line drawings of water supplyCompleted 135d and DWV plumbing system. J7,7 NSA PL1 135b P2906 Identify Water Supply and DWV plumbing sizes and 'Completed P3002 materials 0 "/A PL1 0 s Ch.29 Water Supply and Distribution Requirements IF.Completed [' N/A PL1 S 65a P2903 Provide Fixture units,size of water supply piping Completed P2903.7 (3/4"min.) f—j N/A PL1 S 135b P3005.2 Provide Drainage Piping Cleanout requirements [�.Completed PL1 r N/A S 135b Ch.31 Vent System Requirements Tr Completed P r N/A L1 P3103.1 Roof extension vent terminal and flashing&sealing W.Completed P3103.3 E7! N/A PL1 177 s P3103.2 Frost closure requirement for Vent Piping [!;Completed I N/A PL1 C S P3103.5 Vent terminal locations 51K Completed N/A PL1 l' S P3108 Wet venting provided Completed PL1 [—I, N/A i , S P3109 Waste stack vent location 'Completed EmV N/A E3 S P3110 Circuit venting requirements r Completed [i N/A S Residential Submission Development Worksheet Page 9 of 13 September 1,2018 P3111 Combination waste and vent system rCompleted ff N/A s P3112 Island fixture venting Completed F•f N/A j s P3114 Air admittance valves Completed N/A S P3201 Fixture Trap locationsCompleted 0 N/A PL1 I i S Electrical Requirements (Chapters 33 through 42) 136f E3901 Receptacle and J-box locations (F;Completed Equipment locations and requirements I_—! "/" EL1/GN (` s E3902 GFCI/AFCI requirements !jCompleted N/A EL1/ELC S R314 Smoke detector Alarms riiCompleted ELI Show locations on drawings N/A r s R315 Carbon Monoxide Alarms !completed ELI Show locations on drawings U N/A (' s Typical Electrical Notes Completed GN N/A r 5 136f Electrical equipment/appliance locationsCompleted ELI Floor plans F" , N/A S B6 Electric Systems F_ 66a Separate electric meters are required for each N/A 't s dwelling unit and Service equipment 136b E3908 Means of Grounding rSi Completed N/A S 136b E4001.15 Grounding for Lighting Control IFS Completed N/A t� S 136b E3907.9 Wire bending in Panelboards W-Completed [" N/A ` 5 136c Load calculations li"Completed ELC I� N/A r s Bbd Size of conductors I:Completed EL1/ELC U N/A 171 s 66e Main disconnect&over current protectionCompleted N/A CV/ELC 0 s B6g Ch.34 One-line Electrical diagram Completed ELI N/A S 66h N1104.1 Lighting plan [.Completed 75%of Lighting fixtures must have high efficiency [7 NSA lamps Residential Submission Development Worksheet Page 10 of 13 September 1,2018 B7 IECC Energy Code Compliance path used(Circle One N/A 1R-11R R402.1.2 s • R402.1.5 Prescriptive Performance Energy Rating Index R405 r W F R406 Forced Hot Air Furnace,Gas fired 80 AFUE Minimum rCompleted Oil fired-83 AFUE Minimum 1 N/A 177 S Provide Make and model number (effective 11/19/2015 Gas,5/01/2013 Oil) Electric Central Air,13 SEER min.(effective 1/26/2006) I.'Completed Make and model number N/A ("" s Boiler,Gas fired-82-AFUE Minimum Completed Oil fired-84 AFUE Minimum i- N/A s Provide Make and model number (effective 9/1/2012) N1102.1.2 Materials Identification.Installation shall be per the rmjCompleted SEl-SE4/DWS N1104.1.4 manufacturer's instructions.Materials must be N/A s MR identified so that compliance can be determined. Insulation R values and glazing U factors must be clearly marked on the building plans or specifications. 8702.7 vapor retarder installed on non-vented framed 110-5 Completed SE1-SE4/4R ceilings,walls and floors. Ir N/A N1102.4 Air leakage I—SiCompleAted SE1-SE4 Identify how joints,penetrations and openings in the s C building envelope are sealed. 671 f N1102.4.1.2 ( Completed ( ) ACH50/Blower door testing for AirInfiltrationrateand g:, N/A CV achieve dwelling rate of 3 ACH 17 s N1102.4.5 Recessed lights shall be IC rated and installed with no Completed ELN penetrations,or Type IC or non-IC rated installed N/A s (NOTE#21) I" inside an appropriate air-tight assembly with a 1/2" clearance from combustible materials and 3" clearance from insulation B7e N1103.1.1 Temperature Controls ECoCompleted ELI Each dwelling unit has at least one thermostat capable � s of automatically adjusting the space temperature set point of the largest zone. N1103.3 Duct Insulation j:Completed Supply ducts in unconditioned attics,spaces or outside r' NSA the building must be insulated to R-8 or R-11. Return ducts in unconditioned attics or outside the building must be insulated to R-4 or R-6.Return ducts in unconditioned spaces must be insulated to R-2.Insulation is not required on ducts in basements within the thermal envelope. N1103.3.5 Building Cavities—Not Used as ducts or plenums ("Completed N/A I- S Residential Submission Development Worksheet Page 11 of 13 September 1,2018 M1602 Duct Construction Completed Do All joints,seams,and connections must be securely "/A � s fastened with welds,gaskets,mastics(adhesives), mastic-plus-embedded-fabric,or tapes.Duct tape is not permitted. Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. Cooling ducts with exterior insulation must be covered with a vapor retarder. Air filters are required in the return air system. The HVAC system must provide a means for balancing air and water systems. N1103.3.3 Duct Testing Requirements ©Completed N/A Post-construction ® s N1103.5 Service Water Heating Water heaters with vertical pipe risers must have heat trap on both the inlet and outlet unless an integral Completed heat trap is provided or is part of a circulating system. F NSA Identify on the drawings the insulation R value(s)for the circulating hot water pipes and HVAC piping N1103.5.3 Pipe insulation.Service water piping must be insulated 0Completed to R-3 where indicated "/A � s Structural design CV/1-44/RC 1- Identify codes and referenced standards used in M RC46 Completed design on a separate sheet bound with the structural N/A calculations ( s B3a R301 Structural materials/element CCompleted SE1-SE4/RC1- Circle One: ngin��eere OR rescript�ve desig "lA RC46 S 133a R301.4 Dead&Live Loads i Completed N/A CV/RC1-RC46 R301.5 s Bad R301.2.1 Ground Snow Load,Seismic Design Category and ,i Completed - R301.2.1.4 Assumed Soil Site Class and Wind Speed and Exposure 0 "/A 0 s R301.2.2 Category R301.2.3 B3c Specifications of all materialsCompleted N/A SE1-SE4 S Bab R802.10 Provide Engineered roof details XCompleted R804.3.6 I' N/A RCI-RC46 S Bab R802.10 Truss specifications data sheet and truss uplift rM—Completed E3. N/A TRI-TR5 R802.11 connections provided M s Bab R602.10 Braced/Shear Wall CM,completed R602.12 Circle One: Engineered OR Prescriptive design � "/A 1-44/SW1/SE5 12 s on 171 133b R602.10 Braced wall lines identified and dimensioned Completed SW1 r7 N/A G S 133a Specifications for shear walls provided& On Completed Structural adequacy of shear walls confirmed "/A SW1/SE5 � s Residential Submission Development Worksheet Page 12 of 13 September 1,2018 B3b Location and specifications for holddown devices I!Completed provided on Braced wall and Foundation plans N/A SW1/SE5/FND B3e Column(post)schedule and header(beam)schedule C!eCompleted provided on floor plan E C NSA BM1/RC18-RC46 Continuity of uplift resistance confirmed ri<Completed r7 "/A SEI-SE4 5 Details of module connections(at ridge,mating line, [!,Completed story-to-story)provided "SA SE4/SE5 �" s R301.2.1.2 Wind-borne debris protection applicable ('Completed NIA R609.6 And how addressedS s B3b R403.1.6 Location and specifications for holddown devices,size FND/SW1/SE5 �i't`Completed and spacing of sill plate anchor bolts and spacing of "/A columns provided on foundation plan rj S Bag R404 Uniformly distributed loads and Concentrated loads t:completed identified on foundation plans "/A FND B3d R404 Horizontal loads vectors identified on foundation plans P-Completed "/A FND S Residential Submission Development Worksheet Page 13 of 13 September 1,2018 Generated by REScheck- eh Software Compliance Certificate Project 0#10374 Energy Code: 2018 IECC Location: Peconic, New York Construction Type: Single-family Project Type: New Construction $ 07 51 Conditioned Floor Area: 1,017 ft2 Glazing Area 14(0 04/13/22 Climate Zone: 4 5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1395 HENRY'S LANE EAST END CONSTRUCTION ICON LEGACY CMH PECONIC, NY 11958 SERVICES 246 SAND HILL RD 24 SEAGATE AVE. SELINSGROVE, PA 17870 WESTHAMPTON, NY 11977 Compliance: 5.4%Better Than Code Maximum UA: 202 Your UA: 191 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies 6ross Area -C on mm - m Prop. - m Assembly or m . Perimeter Behind Kneewalls: Flat Ceiling or Scissor Truss 288 30.0 21.0 0.020 0.026 6 7 Between Kneewalls: Flat Ceiling or Scissor Truss 160 35.0 0.0 0.032 0.026 5 4 Ceiling 2: Cathedral Ceiling 618 38.0 0.0 0.027 0.026 16 16 Skylight: Vinyl Frame 19 0.440 0.550 8 10 SHGC: 0.26 1st Story Walls(2x6): Wood Frame, 16" o.c. 829 21.0 0.0 0.057 0.060 40 42 Door 2: Glass 37 0.250 0.320 9 12 SHGC: 0.17 Window 1: Vinyl/Fiberglass Frame:Double Pane with Low-E 7 0.290 0.320 2 2 SHGC: 0.31 Window 2:Vinyl/Fiberglass Frame:Double Pane with Low-E 80 0.310 0.320 25 26 SHGC: 0.31 1st Story Walls(2x8): Wood Frame, 16" o.c. 216 24.0 0.0 0.054 0.060 9 10 Window:Vinyl Frame 48 0.310 0.320 15 15 SHGC: 0.31 Gable End Wall (2x8): Wood Frame, 16" o.c. 78 24.0 0.0 0.054 0.060 4 5 Project Title: 0#10374 Report date: 04/11/22 Data filename: Page 1R ' 0 ss;Area Cbrit. Prop. PeTinieter Gable End Wall (2x6):Wood Frame, 16" o.c. 78 21.0 0.0 0.057 0.060 4 5 Floor 1:All-Wood Joist/Truss:Over Unconditioned 1,012 19.0 0.0 0.047 0.047 48 48 Space Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. ICON LEGACY CMH, LLC J-7-_9._&X_.. 04/11/2020 Name-Title Signature Date Project Title: 0#10374 Report date: 04/11/22 Data filename: Page 2111 REScheck Software Version : REScheck-Web 17 ei, Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verifies! Field Verified # Pre-inspection/Plan Review Value Value Complies? Comments/Assumptions & Re .Ip 103.1, Construction drawings and ; .'❑Complies 103.2 ;documentation demonstrate t❑Does Not [PR1]1 ?energy code compliance for the ,building envelope.Thermal ,❑Not Observable ;envelope represented on ❑Not Applicable construction documents. 3 103.1, Construction drawings and 1EIComplies 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for s '❑Not Observable [PR3]1 lighting and mechanical systems. I:C, Systems serving multiple f ❑Not Applicable 3 dwelling units must demonstrate #compliance with the IECC f ;Commercial Provisions. ; 302.1, :Heating and cooling equipment is: Heating: Heating: ❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ':F-]Does Not [082J2 on loads calculated per ACCA Cooling: i Cooling: ❑Not Observable Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable 3 Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 0#10374 Report date: 04/11/22 Data filename: Page 3111 Section # Foundation Inspection Complies? Comments/Assumptions &Re .ID 303:2.1 A protective covering is installed to ;❑Complies [F011]2 :: protect exposed exterior insulation t❑Does Not land extends a minimum of 6 in. below ;grade. ;❑Not Observable I :F—]Not Applicable 403:9, Snow-and ice-melting system controls;❑Complies [FO12]2 installed. t❑Does Not ❑Not Observable :❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 0#10374 Report date: 04/11/22 Data filename: Page 411 Section Plans Verified Field Verified # Framing/Rough-in Inspection Value Value Complies? Comments/Assumptions & Re .ID 402.1.1, ;Glazing U-factor(area-weighted U- U- ❑Complies ;See the Envelope assemblies 402.3.1, average). f []Does Not Stable for values. 402.3.3, 402.5 ::[]Not Observable ; [FR2]1 ' ❑Not Applicable 3 303.1.3 U-factors of fenestration products ❑Complies [FR4]1 :are determined in accordance ❑Does Not with the NFRC test procedure or ` ;taken from the default table. ❑Not Observable r ❑Not Applicable ; 402.1.1, ;Skylight U-factor. U- U- ❑Complies ;See the Envelope Assemblies 402.3.3, : ❑Does Not ;table for values. 402.3.6, ' 402.5 ❑Not Observable [FR5]1 ; ;❑Not Applicable s ; 402.4.1.1 "Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ¥ ❑Does Not instructions. ❑Not Observable '❑Not Applicable 402.4.3 ;Fenestration that is not site built `.❑Complies ; [FR20]1 is listed and labeled as meeting ❑Does Not 3 AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC '[]Not Observable 3400 that do not exceed code ❑Not Applicable 3 limits. s , 402.4.5, I IC-rated recessed lighting fixtures ❑Complies [FR16]2 <sealed at housing/interior finish I :❑Does Not and labeled to indicate:52.0 cfm i leakage at 75 Pa. ONot Observable ; `❑Not Applicable 403.3.1 Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is =❑Does Not >= 3 inches in diameter and >= r' ` R-6 where< 3 inches.Supply and; `' []Not Observable 'return ducts in other portions of ❑Not Applicable :the building insulated >= R-6 for 3 ' 'diameter>= 3 inches and R-4.2 f for< 3 inches in diameter. 403.3.2 ;Ducts,air handlers and filter ❑Complies [FR13]1 'boxes are sealed with ❑Does Not ;joints/seams compliant with International Mechanical Code ori []Not Observable ; International Residential Code,as! :❑Not Applicable 3 applicable. 403.3.5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. #. ❑Does Not t❑Not Observable ❑Not Applicable ? 403.4 HVAC piping conveying fluids R- R- ;❑Complies ; [FR17]2 above 105°F or chilled fluids []Does Not below 55°F are insulated to >_R- ❑Not Observable 3 . _ ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies ; [FR24]1 piping. ❑Does Not i ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 0#10374 Report date: 04/11/22 Data filename: Page 511 Section Plans Verified Field Verified it Framing/Rough-in Inspection Value Value Complies? Comments/Assumptions &Re .ID 403.5.3 ;Hot water pipes are insulated to R- R- ❑Complies ; [FR18]? :"•j?R-3. ❑Does Not []Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are ;❑Complies [FR19]2 installed on all outdoor air ❑Does Not :intakes and exhausts. ` ❑Not Observable I ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 0#10374 Report date: 04/11/22 Data filename: Page 611 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions &Re .ID 303A .`All installed insulation is labeled 1 E❑Complies [IN13]2. ;or the installed R-values ❑Does Not iprovided. ❑Not Observable ❑Not Applicable 402.1.1, 1 Floor insulation R-value. R- R- ❑Complies ;See the Envelope Assemblies 402.2.6 ; El Wood E] Wood ❑Does Not Mable for values. [IN1]1 j ❑ Steel t❑ Steel ;❑Not Observable 49 ❑Not Applicable , 303.2, Floor insulation installed per '❑Complies ; 402.2.8 manufacturer's instructions and ; ❑Does Not [IN2]1 in substantial contact with the ❑Not Observable ;underside of the subfloor, or floor, ;framing cavity insulation is in '❑Not Applicable contact with the top side of } ;sheathing,or continuous insulation is installed on the underside of floor framing and 3 extends from the bottom to the € ;top of all perimeter floor framing ; members. 402.1.1, l Wall insulation R-value. If this is a:; R- R- ❑Complies ;See the Envelope Assemblies 402.2.5, 1 mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall ❑ Mass ❑ massa Observable [IN3]1 exterior,the exterior insulation ; requirement applies(FR10). ❑ Steel ;❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per } ❑Complies ; [IN4]1 I manufacturer's instructions. `❑Does Not ❑Not Observable 3 .❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 0#10374 Report date: 04/11/22 Data filename: Page 7R Section Plans Verified Field Verified # Final Inspection Provisions value Value Complies? Comments/Assumptions &Ile .10 : 402.1.1, Ceiling insulation R-value. R- R-_ ':E]Complies ;See the Envelope Assemblies table for values. 402.2.1, El Wood Wood Not 402.2.2, E] Steel E] Steel ;E]Not Observable 402.2.6 'E]Not Applicable [M]l 303.1.1.1, Ceiling insulation installed per ' . :ElComplies 303.2 manufacturer's instructions. 'E]Does Not [F12]1 Blown:300 every insulation marked evet A ft2. 1[]Not Observable 'E]Not Applicable 402.2.3 ;Vented attics with air permeable [F122]2 insulation include baffle adjacent !E]Does Not to soffit and eave vents that : extends over insulation. E]Not Observable IE]Not Applicable 402.2.4 ;,Attic access hatch and door R- R- ::E]Complies [F13]1 insulation >_R-value of the CIDoes Not adjacent assembly. :E]Not Observable EINot Applicable : 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 E]Complies [FI17]1 ;ach in Climate Zones 1-2, and Not <=3 ach in Climate Zones 3-8. Observable Applicable 403.33 Ducts are pressure tested to cfm/100 cfm/100 flComplies : [F127]1 Aetermine air leakage with ft2 ft2 E]Does Not either: Rough-in test:Total ' leakage measured with a E]Not Observable a ,pressure differential of 0.1 inch EJNot Applicable ;w.g. across the system including ;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. 403.3.4 !Duct tightness test result of<=4 cfm/100 cfm/100 T]Complles [F14]1 cfm/100 ft2 across the system or ft2 ft2 ❑ Not <=3 cfm/100 ft2 without air handier @ 25 Pa. For rough-in E]Not Observable ! :tests,verification may need to E]Not Applicable !occur during Framing Inspection. 403.3.2.1 ;Air handier leakage designated ElComplies 1 [F124]1 by manufacturer at<=2%of ODoes Not :design air flow. :E]Not Observable TINot Applicable . .......... 403.1.1 Programmable thermostats 'ElComplies z � [F19]2 installed for control of primary E]Does Not heating and cooling systems and ' I initially set by manufacturer to E]Not Observable code specifications. I T]Not Applicable ' 403.1.2 Heat pump thermostat installed ElComplies [F[10]2 :on heat pumps. ;:E]Does Not I ElNot Observable ENot Applicable 403.5.1 Circulating service hot water I []Complies [F111]2 :systems have automatic or Not :accessible manual controls. E:]Not Observable :[]Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 1 Low impact(Tier 3) Project Title: 0#10374 Report date: 04/11/22 Data filename: Page 8R section Plans Verified Field Verified # Final Inspection Provisions ValueValue Complies? Comments/Assumptions &Re .ID 403.6.1 All mechanical ventilation system ❑Complies [FI25]2 'fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable R403.6.1. ;❑Not Applicable i 403.2 Hot water boilers supplying heat '❑Complies [FI26]2through one-or two-pipe heating ; ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable 3 „temperature based on outdoor ❑Not Applicable 'temperature. I 4035.1.1 Heated water circulation systems '❑Complies [F12$]2 have a circulation pump.The € ❑Does Not system return pipe is a dedicated i return pipe or a cold water supply; ;❑Not Observable pipe.Gravity and thermos- ;❑Not Applicable syphon circulation systems are i not present.Controls for circulating hot water system 3 pumps start the pump with signal! for hot water demand within the a ?occupancy. Controls automatically turn off the pump ;when water is in circulation loop is at set-point temperature and ; no demand for hot water exists. 3 403.5.1.2 'Electric heat trace systems i ❑Complies ; [F129]'2 comply with IEEE 515.1 or UL []Does Not 515.Controls automatically 1 ' adjust the energy input to the ❑Not Observable heat tracing to maintain the i❑Not Applicable j desired water temperature in the a piping. a ; 403.5.2 :'Demand recirculation water <❑Complies [F130]2 :systems have controls that ! ❑Does Not manage operation of the pump and limit the temperature of the ❑Not Observable ! ,❑Not Applicable water entering the cold water ; piping to <= 1049F. 403,5,4 Drain water heat recovery units ❑Complies [F131]2 tested in accordance with CSA i ❑Does Not B55.1. Potable water-side = pressure loss of drain water heat ❑Not Observable recovery units< 3 psi for ❑Not Applicable 3 `individual units connected to one or two showers. Potable water- ; <side pressure loss of drain water ` heat recovery units < 2 psi for individual units connected to 3 3 :three or more showers. ; 404.1 90%or more of permanent ❑Complies [FI6]1 ;fixtures have high efficacy lamps.1, `❑Does Not ❑Not Observable ❑Not Applicable 404.1.1 'Fuel gas lighting systems have ,❑Complies [F123]3 no continuous pilot light. :❑Does Not i ❑Not Observable ; ❑Not Applicable 401.3 Compliance certificate posted. i,.. `❑Complies [F1712 ;❑Does Not :❑Not Observable ❑Not Applicable 3 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 0#10374 Report date: 04/11/22 Data filename: Page 9R Section Plans Verified Field Verified # Final Inspection Provisions Value ValueComplies? Comments/Assumptions &Re .ID 303.3 Manufacturer manuals for '❑Complies (HIS]B 3 mechanical and water heating '• ❑Does Not systems have been provided. :❑Not Observable j ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 0#10374 Report date: 04/11/22 Data filename: Page 1018 2018 IECC Energy ' w w Certificate w Eff Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Pa . . Window 0.31 0.31 Door 0.25 0.17 Skylight 0.44 0.26 a as a a a Heating System: Cooling System: Water Heater: Name: Date: Comments Report date: 04/11/22 Page 17 R CALCULATIONS FOR LEGACY CUSTOM MODULAR HOMES, LLC SELINSGROVE, PA O#10374 ASCE 7-16, RISK CATEGORY II, Vasd 105 mph V.,t 135 mph VELOCITY PRESSURE q = 24.95 psf WIND EXPOSURE: D NY Et 04/13/22 BARLOW ENGINEERING, P.C. 1916 QUAIL RIDGE RD RALEIGH, NC 27609 220056 1 INDEX SECTION 1 P4-10 ASCE 7 WIND LOAD CALCULATIONS SECTION 2 P11-42 SHEAR WALL CALCULATIONS SECTION 3 P43-44 ADDITIONAL CALCULATIONS AND MARKUP ;F tu 7 � a�r1 ar22 220056 2 NARRATIVE 220056 0064nec2022 Legacy -0#10374 One Story 22'-5" x 56"4 1/2" Roof Slope: 8/12 Wind Speed: 105 mph (Vasd) Risk Category II Exposure D NY This is an addition to an existing structure. No load transfer to or from the existing structure has been considered and the existing structure is not within the scope of these calculations. It is assumed that the structure will be placed over a crawl space and garage slab foundation system. The mean roof height (MRH) of the structure is adjusted per manufacturer drawings. Ensure that the foundation is structurally adequate for the shear, uplift and downward point loads imposed at corner connections and similar locations. The structure was analyzed using ASCE 7-16 allowable stress design wind speed (Vasd) of 105 mph which is equivalent to an ultimate wind speed (V,,it) of 135 mph. Wind Exposure "D"was used. The design was modified with the following: The width was increased to account for the Foyer bump out Both Sidewall perforated lengths subtract the openings at their respective ends The Floor Diaphragm length was reduced to discount the garage slab Corner hold downs at Endwall #2 were revised to separate the dead loads Special construction is: Both Endwalls require exterior and interior OSB fasteners at 3" O.C. (edge) Both the Roof and Floor diaphragms require blocking at the ends (See Calculations) Hold downs and a marked up floor plan were provided. 220056 3 Section 1 ASCE 7 WIND LOAD CALCULATIONS _078751 04/13/22 220056 4 WIND LOAD CALCULATIONS DESIGN INPUTS: BUILDING WIDTH(W): 25.5 ft NO.OF STORIES: 1 BUILDING LENGTH(L): 56.375 ft FOUNDATION HEIGHT(HF): 3 It STUD SPACING: 16 in 1st FLOOR WALL HEIGHT(H1): 9 ft TRUSSSPACING: 16 in ROOF PITCH: 8 /12 WIND SPEED: 135 mph(Vult) ROOF ANGLE(O): 33.69° = 105 mph(Vasd) RISK CATEGORY: 11(1.5.1,pp.4) WIND EXPOSURE CATEGORY: D (26.7.3,pp.266) (WIND BORNE DEBRIS PROTECTION REQUIREMENTS ARE PROVIDED IN ROOF HEIGHT(hr)= 8.5 ft ASCE 7-16,SECTION 26.12.3.1,pp.270) hr/2= 4.25 ft MEAN ROOF HEIGHT(h)= 16.25 ft RAFTER LENGTH(LR)= 15.32 It LA DETERMINE LENGTH"a"(30.3-1,pp.335): I h 0.1W= 25ft 6.5 ft 6 MIN= 2.55 ft 0.04W= 1.02 It MIN= 3 ft �``�,H' a= 3 It L W Aa $1� ✓ DETERMINE WAND LOADS PER ASCE 7-16: CONSTANTS: WIND VELOCITY(V): 105 mph DIRECTIONALITY FACTOR(Kd): 0.85(26.6,pp.266) VEL.PRESS.EXP.COEF.(K,): 1.04(26.10-1,pp.268) GROUND ELEVATION FACTOR(K,): 1 (26.9-1,pp.268) MAX SPEED UP MU LT.for TOPO.FACTOR(KI): 0(26.8-1,pp.267) C,:=.00256 x KZ x Ka x Kd x Ke x Vz= 24.95 psf(26.10-1,pp.268) REDUCTION FOR DISTANCE MULT.for TOPO.FACTOR(K2): 0(26.8-1,pp.267) q,=C6=q,= 24.95 psf REDUCTION FOR HEIGHT MULT.for TOPO.FACTOR IQ: 0(26.8-1,pp.267) GUST EFFECT FACTOR(G): 0.85(26.11,pp.269) Ky:=(1+K1 x K2 K()'= 1(26.8.1,pp.267) INTERNAL PRESS.CIDER(GCp1): 0.18(26.12,pp.270)& -0.18(26.13.1,pp.271) BARLOW ENGINEERING,P.C. C:1Users\El,.).NDeskopW—,kfle.U2005alD374SF'A ALCS.A. 1916 QUAIL RIDGE RD.RALEIGH,NC 27609 220056 5 WIND LOAD CALCULATIONS THE DESIGN WIND PRESSURE FOR C&C OF BUILDINGS SHALL NOT BE LESS THAN A NET PRESSURE OF 16 psf ACTING IN EITHER DIRECTION NORMAL TO THE SURFACE. (30.2.2,PP.333 COMPONENTS AND CLADDING: WALL LATERAL LOADS: 1st FLOOR: ZI= 13 It EFFECTIVE WIND AREA=H1 xSTUD SPACING= 12 fe EFFECTIVE WIND AREA=H1 x H113= 27 fe USE 12 fe(26.2,pp.246) EXTERNAL PRESSURE COEFFICIENTS(GCp): O ZONE 4(FIELD): GC,4= -1.06(30.3-1,pp.335) ZONE 5(EDGE): GCs= -1.32(30.3-1,pp.335) �.C" h ZONES4&5 POSITIVE: GCP186= 0.96(30.3.1,pp.335) Z,H, 6 9 8 „a 4Q / LOAD CALCULATIONS: W P=q„x(GC,,,-GC,;,) (30.3-1,pp.335) \V•/ psf ZONE 4(FIELD)(-)PRESSURES: P,= -31 psf P,= -22 psf ZONE 5(EDGE)(-1 PRESSURES: P5= -37 psf Ps= -28 psf USE -31 psfWIND PRESSURE FOR ZONE 4(FIELD) ZONES4ZONES4&5W PRESSURES: Pte= 19 psf USE -37 psf WIND PRESSUREFORZONE5(EDGE) P�= 28 psf USE 28 psf WIND PRESSURE FOR ZONES 4&5(POSITIVE) BM&OW ENGINEERMG,P.C. CAU4e,ME6shelDesl9op\—k 91^6\22W6110374-SFC-ARCALCS.A1 1916 QUAIL WDGE RaWEIGH,NC 27699 220056 6 WIND LOAD CALCULATIONS COMPONENTS AND CLADDING: UPLIFT LOADS: e ® o a a h HIP ROOF L r r.2h C�' t W `w, s GU 6 1 O 0.6 � CABLE ROOF 1:J FLAT ROOF(6 5 7`) Z2= 14 It EFFECTIVE WIND AREA=LRXTRUSS SPACING= 20.43fe EFFECTIVE WIND AREA=LR x LR1/3= 78.23 fe USE 20.43 f?(26.2,pp.246) EXTERNAL PRESSURE COEFFICIENTS: ZONE 1(FIELD): GCp,= -1.95 OVERHANG ZONE 1(FIELD): GCp1aH= -1.11 ZONE 2e(EDGE): GCm,,= -1.95 OVERHANG ZONE 2e(EDGE):GCpseDH= -1.11 ZONE 2n(EDGE): GCQD= -2.50 OVERHANG ZONE 2n(EDGE):GCp2„DH= -1.49 ZONE 2r(EDGE): GCpy= -1.95 OVERHANG ZONE 2r(EDGE):GCI.H= -1.11 ZONE 3e(CORNER): GCpse= -2.41 OVERHANG ZONE 3e(CORNER):GCpseDH= -1.81 ZONE3r(CORNER): GCps,= -2.50 OVERHANG ZONE 3r(CORNER):GCp�DH= -1.49 ALL ZONES POSITIVE: GCp= -2.44 LOAD CALCULATIONS: P=%x(GC,,,-GCi,) (30.3-1,pp.335) psf USE -53 psf WIND PRESSURE FOR ZONE 1(FIELD) USE -53 psf WIND PRESSURE FOR ZONE 2e(EDGE) ZONE 1(FIELD)(-)PRESSURES: P,= -53 psf USE -67 psf WIND PRESSURE FOR ZONE 2n(EDGE) P,= -44 psf USE -53 psf WIND PRESSURE FOR ZONE 2r(EDGE) ZONE 2e(EDGE)(-)PRESSURES: Pee= -53 psf USE -65 psf WIND PRESSURE FOR ZONE 3e(CORNER) Pee= -44 psf USE -67 psf WIND PRESSURE FOR ZONE 3r(CORNER) ZONE 2n(EDGE)(-)PRESSURES: Pa,= -67 psf USE 16 psf WIND PRESSURE FOR ALL ZONES(POSITIVE) Py,= -58 psf ZONE 2r(EDGE)(-)PRESSURES: Per= -53 psf SIMPLIFIED: Per= -44 psf USE -53 psf WIND PRESSURE FOR ZONE 1(FIELD) ZONE 3e(CORNER)(-)PRESSURES: Pse= -65 psf USE -67 psf WIND PRESSURE FOR ZONE2(EDGE) Pse= -56 psf USE -67 psf WIND PRESSURE FOR ZONE 3(CORNER) ZONE 3r(CORNER)(-)PRESSURES: Psr= -67 psf USE 16 psfVIAND PRESSURE FOR ALL ZONES(POSITIVE) Psr= -58 psf ALLZONES(+)PRESSURES: 1`143= -65 psf P1.23= -56 psf USE -32 psf WIND PRESSURE FOR ZONE 1 OVERHANG(FIELD) USE -32 psf WIND PRESSURE FOR ZONE 2e OVERHANG(EDGE) USE -42 psf WIND PRESSURE FOR ZONE 2n OVERHANG(EDGE) USE -32 psf WIND PRESSURE FOR ZONE 2r OVERHANG(EDGE) USE -50 psf WIND PRESSURE FOR ZONE 3e OVERHANG(CORNER) ZONE 1(FIELD)(-)OH PRESSURES: P,= -32 psf USE -42 psfVVIND PRESSURE FOR ZONE 3r OVERHANG(CORNER) P,= -23 psf ZONE 2e(EDGE)(-)OH PRESSURES: Pee= -32 psf SIMPLIFIED: Pse= -23 psf USE -32 psf WIND PRESSURE FOR ZONE 1 OVERHANG(FIELD) ZONE 2n(EDGE)(-)OH PRESSURES: Pz,= -42 psf USE -42 psf WIND PRESSURE FOR ZONE 2 OVERHANG(EDGE) P2,,= -33 psf USE -50 psfVVIND PRESSURE FOR ZONE3OVERHANG CORNER ZONE2r(EDGE)(-)OH PRESSURES: Ps,= -32 psf Pu= -23 psf ASTHEOVERHANG PRESSURE INCLUDES THE ABOVE UPLIFT, ZONE 3e(CORNER)(-)OH PRESSURES: Pse= -50 psf THE NET OVERHANG PRESSURE IS: Pse= -41 psf USE 21 psf WIND PRESSURE FOR ZONE 1 OVERHANG(FIELD) ZONE 3r(CORNER)f-)OH PRESSURES: Par= -42 psf USE 25 psf WIND PRESSURE FOR ZONE2 OVERHANG(EDGE) Ps,= -33 psf USE 17 psfVVIND PRESSURE FOR ZONE3OVERHANG CORNER BARLOW ENGINEERING,P.C. C.XLk;em%Ersha\Des'AopWmrk fiks1220W(i 1D374ShEARCALCS.ds 1916 QUAIL RIDGE RD.RALBGH,NC 276D9 220056 7 WIND LOAD CALCULATIONS THE WINDLOAD TO BE USED IN THE DESIGN OF THE MWFRS SHALL NOT BE LESS THAN 16 psf MULTIPLIED BYTHE WALL AREA OF THE BUILDING, AND 8 psf MULTIPLIED By THE ROOF AREA PROJECTED ONTO A VERTICAL PLANE NORMAL TO THE ASSUMED WIND DIRECTION. (28.3.4,PP.314) MAIN WIND FORCE RESISTING SYSTEM: (ENVELOPE PROCEDURE) " p10 r tE WINDWARD WINDWARD CORNER CORNER a 22 LOAD CASE A `7^(�� ',7.^�r LOAD CASE B (MND FROM SIDEWALL) I I �' '� U (WIND FROM ENOWALL) u WIND WINO �DIRECTON DIRECTION LOAD CASE A-WIND FROM SIDE WALL: LOAD CASE B-WQJD FROM END WALL: SIDE WALL: GCp,= 0.56 GCa,E=0.69 SIDE WALL: GCP,= -0.45 GCp„E=-0.48 SIDEWALL: GCpr2= 0.21 GCO2E=0.27 SIDE WALL: GCp2= -0.69 GCp,2E=-1.07 SIDE WALL: GCp= -0.43 GC GE=-0.53 SIDE WALL: GCpu= -0.37 GCpm=-0.53 SIDE WALL: GCp4= -0.37 GCpI4E=-0.48 SIDE WALL: GCp,4= -0.45 GCpI4E=-0.48 END WALL: GCps= 0.4 GCp3E=0.61 END WALL: GCprs= -0.29 GCp,6E=-0.43 LOAD CALCULATIONS: P=q�x(GC,-GCO,) (30.3-1,pp.335) psf POSITIVE INTERNAL PRESSURE: LOAD CASE A-WIND FROM SIDE WALL: LOAD CASE B-WIND FROM END WALL: ZONE 1(FIELD)PRESSURES' P,= 9 psf ZONE 1(FIELD)PRESSURES: P,= -16 psf ZONE 2(FIELD)PRESSURES: P2= 1psf ZONE2(FIELD)PRESSURES: P2= -22 psf ZONE 3(FIELD)PRESSURES: P3= -15 psf ZONE 3(FIELD)PRESSURES: P3= -14 psf ZONE 4(FIELD)PRESSURES: P,= -14 psf ZONE 4(FIELD)PRESSURES: P4= -16 psf ZONE 5(FIELD)PRESSURES: Ps= 5 psf ZONE 6(FIELD)PRESSURES: P6= -12 psf ZONE I E(EDGE)PRESSURES: PIE= 13 psf ZONE I E(EDGE)PRESSURES: PIE= -16 psf ZONE 2E(EDGE)PRESSURES: P.= 2 psf ZONE 2E(EDGE)PRESSURES: P2E= -31 psf ZONE 3E(EDGE)PRESSURES: P.= -18 psf ZONE 3E(EDGE)PRESSURES: P.= -18 psf ZONE 4E(EDGE)PRESSURES: P,,E= -16 psf ZONE4E(EDGE)PRESSURES: P4 = -18 psf ZONE 5E(EDGE)PRESSURES: PsE= 11 psf ZONE 6E(EDGE)PRESSURES: PeE= -15 psf P,-P4= 9 psf--14 psf= 23 psf P,-P4= -16 psf--16 psf= 0 psf PIE-P4E= 13 psf--16 psf= 29 psf PIE-P4E= -16 psf--16 psf= 0 psf P2-P3= 1psf--15psf= 16 psf P2-P3= -22 psf--14 psf= -8 Psf P2E-PM= 2 psf--18 psf= 20 psf Pa-P3 = -31 psf--18 psf= -13 psf Ps-P6= 5psf--12 psf= 17 psf Pse-P.= 11 Psf--15 psf= 26 psf NEGATIVE INTERNAL PRESSURE: LOAD CASE A-WIND FROM SIDE WALL: LOAD CASE B-WIND FROM END WALL: ZONE 1(FIELD)PRESSURES: P,= 18 psf ZONE 1(FIELD)PRESSURES: P,= -7 psf ZONE 2(FIELD)PRESSURES: P2= 10 psf ZONE 2(FIELD)PRESSURES' P2= -13 psf ZONE 3(FIELD)PRESSURES, P3= -6 psf ZONE 3(FIELD)PRESSURES' P3= -5 psf ZONE 4(FIELD)PRESSURES: P4= -5 psf ZONE 4(FIELD)PRESSURES: P4= -7 psf ZONE (FIELD)PRESSURES: P5= 14 psf ZONE 6(FIELD)PRESSURES: P6= -3 psf ZONE IE(EDGE)PRESSURES: PIE= 22 psf ZONE 1 E(EDGE)PRESSURES: PIE= -7 psf ZONE 2E(EDGE)PRESSURES: P2E= 11 psf ZONE 2E(EDGE)PRESSURES: P2E= -22 psf ZONE 3E(EDGE)PRESSURES: P3E= -9 psf ZONE 3E(EDGE)PRESSURES: P3E= -9 psf ZONE 4E(EDGE)PRESSURES: P4E= -7 psf ZONE 4E(EDGE)PRESSURES: PIE= -7 Psf ZONE 5E(EDGE)PRESSURES: PE= 20 psf ZONE6E(EDGE)PRESSURES: P6E= -6 psf P,-PI= 18 Psf--5 psf= 23 psf P,-P4= -7psf--7psf= 0 Psf PIE-P4E= 22 psf--7 psf= 29 psf PIE-P4E= -7 psf--7 psf= 0 psf P2-P3= 10 psf--6 psf= 16 psf P2-P3= -13 psf--5 psf= -8 psf Pts-P3E= 11 psf--9 psf= 20 psf Pts-P3E= -22 psf--9 psf= -13 psf P5-P6= 14 psf--3 psf= 17 psf PsE-P.= 20 psf--6 psf= 26 psf BARLOW ENGINEERING,P.C. C:1Users\Efsha\DesIdop\work Ses%2200- I0374-SFEARCALCS.Ns 1916 QUAIL RIDGE RD.RALEIGR,NC 27699 220056 8 WIND LOAD CALCULATIONS LATERAL DIAPHRAGM LOADS WIND PERPENDICULAR TO RIDGE WALLS POSITIVE INTERNAL PRESSURE: WALL AREA NORMAL TO ASSUMED WIND DIRECTION: 1st FLOOR:56.375 It LENGTH x 9 ft HEIGHT= 507 fe x 16 psf= 8112 lbs MINIMUM CALCULATED 1st FLOOR LATERAL FLOOR&CEILING DIAPHRAGM LOAD= 23 psf(56.375 ft-6 ft)+29 psf(6 ft)x9 ft= 11994 lbs APPLIED 1st FLOOR LATERAL FLOOR&CEILING DIAPHRAGM LOAD= 11994 lbs 125.5 ft/2= 235 plf EACH ENDWALL NEGATIVE INTERNAL PRESSURE: WALL AREA NORMAL TO ASSUMED WIND DIRECTION: 1st FLOOR:56.375 ft LENGTH x 9 ft HEIGHT= 507 fe x 16 psf= 8112 lbs MINIMUM CALCULATED 1st FLOOR LATERAL FLOOR&CEILING DIAPHRAGM LOAD= 23 psf(56.375 ft-6 ft)+29 psf(6 ft)x 9 ft= 11994 lbs APPLIED 1st FLOOR LATERAL FLOOR&CEILING DIAPHRAGM LOAD= 11994 lbs 125.5 ft/2= 235 pff EACH ENDWALL ROOF POSITIVE INTERNAL PRESSURE: ROOF AREA NORMAL TO ASSUMED WIND DIRECTION: 56.375 ft LENGTH x 8.5 ft HEIGHT= 479 fe x 8 psf= 3832 lbs MINIMUM CALCULATED NORMAL ROOF LOAD= 16 psf(56.375 ft-6 ft)+20 psf(6 ft)x 15.32 ft= 14186 lbs APPLIED NORMAL ROOF LOAD= 14186 lbs/25.5 ft= 556 plf APPLIED LATERAL COMPONENT OF ROOF LOAD= 556 plf x sin 33.69° = 309 plf APPLIED VERTICAL COMPONENT OF ROOF LOAD= 556 plf x cos 33.69° = 463 plf APPLIED TOTAL LATERAL ROOF&CEILING DIAPHRAGM LOAD= (309 lbs)/2= 155 pB EACH ENDWALL NEGATIVE INTERNAL PRESSURE: ROOF AREA NORMAL TO ASSUMED WIND DIRECTION: 56.375ftLENGTH x8.5ftHEIGHT= 479 fe x8 psf= 3832 lbs MINIMUM CALCULATED NORMAL ROOF LOAD= 16 psf(56.375 ft-6 ft)+20 psf(6 ft)x 15.32 ft= 14186 lbs APPLIED NORMAL ROOF LOAD= 14186 lbs/25.5 ft= 556 plf APPLIED LATERAL COMPONENT OF ROOF LOAD= 556 pff x sin 33.69° = 309 plf APPLIED VERTICAL COMPONENT OF ROOF LOAD= 556 plf x cos 33.69° = 463 plf APPLIED LATERAL ROOF&CEILING DIAPHRAGM LOAD= (309 lbs)12= 155 p9 EACH ENDWALL BARLOW ENGINEERING,P.C. C:llkers\EGshalDe*op\work fks12200'5 1 O374SFFARCALCS.tis 1916 QUAIL RIDGE RD.RALEIGIL NC 27669 220056 9 WIND LOAD CALCULATIONS LATERAL DIAPHRAGM LOADS WIND PARALLEL TO RIDGE WALLS POSITIVE INTERNAL PRESSURE: WALL AREA NORMAL TO ASSUMED WIND DIRECTION: 1st FLOOR:25.5 ft WIDTH x 9 ft HEIGHT= 230 ft2 x 16 psf= 3680 lbs MINIMUM CALCULATED 1st FLOOR LATERAL FLOOR&CEILING DIAPHRAGM LOAD= 17 psf(25.5 ft-3 ft)+26 psf(3 ft)x 9 ft= 4145 lbs APPLIED 1st FLOOR LATERAL FLOOR&CEILING DIAPHRAGM LOAD= 4145 lbs 156.375 ft/2= 37 pif EACH SIDEWALL NEGATIVE INTERNAL PRESSURE: WALL AREA NORMAL TO ASSUMED WIND DIRECTION: 1st FLOOR:25.5 ft WIDTH x 9 ft HEIGHT= 230 fe x 16 psf= 3680 lbs MINIMUM CALCULATED 1st FLOOR LATERAL FLOOR&CEILING DIAPHRAGM LOAD= 17 psf(25.5 ft-3 ft)+26 psf(3 ft)x 9 ft= 4145 lbs APPLIED 1st FLOOR LATERAL FLOOR&CEILING DIAPHRAGM LOAD= 4145 lbs 156.375 ft/2- 37 plf EACH SIDEWALL ROOF(GABLEI POSITIVE INTERNAL PRESSURE: GABLE AREA NORMAL TO ASSUMED WIND DIRECTION: 25.5 ft WIDTH x 8.5 ft HEIGHT= 217 fe x 8 psf= 1736 lbs MINIMUM CALCULATED 1st FLOOR GABLE CEILING DIAPHRAGM LOAD= 17 psf(25.5 ft-3 ft)+26 psf(3 ft)x 15.32 ft= 7055 lbs APPLIED GABLE LOAD= 7055 lbs/56.375 ft= 125 pH APPLIED 1st FLOOR GABLE CEILING DIAPHRAGM LOAD= 7055 lbs= 7055 lbs 156.375 ft 12= 63 pff NEGATIVE INTERNAL PRESSURE: GABLE AREA NORMAL TO ASSUMED WIND DIRECTION: 25.5ftWIDTH x8.5ftHEIGHT= 217 fe x8 psf= 1736 lbs MINIMUM CALCULATED 1stFLOOR GABLE CEILING DIAPHRAGM LOAD= 17 psf(25.5 ft-3 ft)+26 psf(3 ft)x 15.32 ft= 7055 lbs APPLIED GABLE LOAD= 7055 lbs/56.375 ft= 125 pif APPLIED 1 sl FLOOR GABLE CEILING DIAPHRAGM LOAD= 7055 lbs= 7055 lbs 156.375 It/2= 63 plf LATERAL DIAPHRAGM LOADS FOR SHEARWALL CALCULATIONS WIND PERPENDICULAR TO RIDGE WALLS APPLIED 1st FLOOR LATERAL FLOOR&CEILING DIAPHRAGM LOAD= 235 plf ROOF APPLIED LATERAL ROOF DIAPHRAGM LOAD= 309 pif • WIND PARALLEL TO RIDGE WALLS APPLIED 1st FLOOR LATERAL FLOOR&CEILING DIAPHRAGM LOAD= 37 plf ROOFfGABLE) APPLIED LATERAL ROOF DIAPHRAGM LOAD= 125 plf BARLOW ENGINEERING,P.C. CALk—Bsha\Desleop\work fks\22W561103745FEARCALCS.Ns 1916 GUAR RIDGE R4RALEIGH,NC 27699 220056 10 Section 2 SHEAR WALL CALCULATIONS t •may 0787� 04/13/22 220056 11 SHEARWALL DESIGN \\\ h H. � I 73r 5�0 t� F i �oOni F.yA� 16�~ �r 4t4 JOB INFORMATION: JOB NUMBER= 220056 PLAN NAME/NUMBER= 0#10374 FIRST FLOOR WIDTH(W1)= 25.5 ft MIN FIRST FLOOR SPAN(W1-)= 11.25 ft FIRST FLOOR LENGTH(L1)= 56.375 ft MODIFIED FLOOR DIAPHRAGM LENGTH(1-1.)= 43.92 ft ROOF SPAN(WR)= 22.42 ft FIRST FLOOR HEIGHT(H1)= 9 ft ROOF PITCH= 8/12 TRUSS SPACING(TOC)= 16 in STUD SPACING(SOC)= 16 in WIND SPEED(Vult)= 135 mph EXPOSURE FACTOR= D BARLOW ENGINEERING,P.C. 1916 QUAIL RIDGE RD, C:\Usem\Elisha\Desk op\work files\220056\10374-SHEARCALCS.)ds RALEIGH,NC 27609 220056 12 SHEARWALL DESIGN SHEARWALL SUMMARY: SHEATHING FASTENER SPACING MUST USE THE MORE RESTRICTIVE OF THAT SPECIFIED FOR APPLICABLE UPLIFT,SUCTION,AND SHEAR CONNECTIONS FIRST FLOOR ENDWALL#1: GARAGE END EXTERIOR SHEATHING:7/16"RATED SHEATHING(BLOCKED)w/0.131 x 2"(MIN)NAIL AT 3 in O.C.(EDGE)AND 12 in O.C.(FIELD) INTERIOR SHEATHING:7/16"RATED SHEATHING(BLOCKED)w/0.131 x 2"(MIN)NAIL AT 3 in O.C.(EDGE)AND 12 in O.C.(FIELD) 15.64 ft FULL HEIGHT SHEATHING REQUIRED 16.1 ft FULL HEIGHT SHEATHING PROVIDED SHEATHING SUCTION CONNECTION PER ASCE 7(C&C PRESSURES) EDGE DIMENSION(a)= 3 ft I FOR ROOF ZONE 4(FIELD): EXTERIOR WALL DIAPHRAGM FASTENING OKAY FOR SUCTION FASTENING USE 0.131 x 2"(MIN)NAIL AT 12 in O.C.(FIELD) FOR ROOF ZONE 5(EDGE): EXTERIOR WALL DIAPHRAGM FASTENING OKAY FOR SUCTION FASTENING ` USE 0.131 x 2"(MIN)NAIL AT 3 in O.C.(EDGE) FIRST FLOOR ENDWALL#2: LIVING ROOM END EXTERIOR SHEATHING:7/16"RATED SHEATHING(BLOCKED)w/0.131 x 2"(MIN)NAIL AT 2 in O.C.(EDGE)AND 12 in O.C.(FIELD) INTERIOR SHEATHING:7/16"RATED SHEATHING(BLOCKED)w/0.131 x 2"(MIN)NAIL AT 3 in O.C.(EDGE)AND 12 in O.C.(FIELD) 14.3 ft FULL HEIGHT SHEATHING REQUIRED 15.97 ft FULL HEIGHT SHEATHING PROVIDED SHEATHING SUCTION CONNECTION PER ASCE 7(C&C PRESSURES) EDGE DIMENSION(a)= 3 ft FOR ROOF ZONE 4(FIELD): EXTERIOR WALL DIAPHRAGM FASTENING OKAY FOR SUCTION FASTENING USE 0.131 x 2"(MIN)NAIL AT 12 in O.C.(FIELD) FOR ROOF ZONE 5(EDGE): EXTERIOR WALL DIAPHRAGM FASTENING OKAY FOR SUCTION FASTENING USE 0.131 x 2"(MIN)NAIL AT 2 in O.C.(EDGE) FIRST FLOOR SIDEWALL#1: BEDROOM#1 SIDE EXTERIOR SHEATHING:7/16"RATED SHEATHING(BLOCKED)w/0.131 x 2"(MIN)NAIL AT 6 in O.C.(EDGE)AND 12 in O.C.(FIELD) INTERIOR SHEATHING: 1/2"GWB(UNBLOCKED)w/FASTENERS AT 7 in O.C.(EDGE)AND 12 in O.C.(FIELD) 4.17 ft FULL HEIGHT SHEATHING REQUIRED 20.625 ft FULL HEIGHT SHEATHING PROVIDED SHEATHING SUCTION CONNECTION PER ASCE 7(C&C PRESSURES) EDGE DIMENSION(a)= 3 ft FOR ROOF ZONE 4(FIELD): EXTERIOR WALL DIAPHRAGM FASTENING OKAY FOR SUCTION FASTENING USE 0.131 x 2"(MIN)NAIL AT 12 in O.C.(FIELD) FOR ROOF ZONE 5(EDGE): EXTERIOR WALL DIAPHRAGM FASTENING OKAY FOR SUCTION FASTENING USE 0.131 x 2"(MIN)NAIL AT 6 in O.C.(EDGE) FIRST FLOOR SIDEWALL#2: BEDROOM#2/LIVING ROOM SIDE EXTERIOR SHEATHING:7/16"RATED SHEATHING(BLOCKED)w/0.131 x 2"(MIN)NAIL AT 6 in O.C.(EDGE)AND 12 in O.C.(FIELD) INTERIOR SHEATHING: 1/2"GWB(UNBLOCKED)w/FASTENERS AT 7 in O.C.(EDGE)AND 12 in O.C.(FIELD) 4.41 ft FULL HEIGHT SHEATHING REQUIRED 24.6 ft FULL HEIGHT SHEATHING PROVIDED SHEATHING SUCTION CONNECTION PER ASCE 7(C&C PRESSURES) EDGE DIMENSION(a)= 3 ft FOR ROOF ZONE 4(FIELD): EXTERIOR WALL DIAPHRAGM FASTENING OKAY FOR SUCTION FASTENING USE 7/16"RATED SHEATHING(BLOCKED)AT 12 in O.C.(FIELD) FOR ROOF ZONE 5(EDGE): EXTERIOR WALL DIAPHRAGM FASTENING OKAY FOR SUCTION FASTENING USE 7/16"RATED SHEATHING(BLOCKED)AT 6 in O.C.(EDGE) BARLOW ENGINEERING,P.C. 1916 QUAIL RIDGE RD, C:\Users\Elisha\Desktop\work files\220056\10374-SHEARCALCS.)ds RALEIGH,NC 27609 220056 13 SHEARWALL DESIGN SHEATHING SUMMARY: STANDARD CEILING SHEATHING: 1/2"GWB(UNBLOCKED)w/FASTENERS AT 7 in O.C.(EDGE)AND 7 in O.C.(FIELD) STANDARD ROOF SHEATHING: USING NAILS: 7/16"RATED SHEATHING(UNBLOCKED)w/0.131 x2"(MIN)NAILS AT 6 in O.C.(EDGE)AND 12 in O.C.(FIELD) STANDARD SHEATHING INADEQUATE AT ENDWALLS,SEE BELOW FOR MODIFICATION INCREASE TO 7/16"RATED SHEATHING(BLOCKED)w/0.131 x 2"(MIN)NAILS AT 6 in O.C.(EDGE)AND 12 in O.C.(FIELD) WITHIN 8 ft OF ENDWALLS SHEATHING SUCTION CONNECTION PER ASCE 7(C&C PRESSURES) EDGE DIMENSION(a)= 3 ft FOR ROOF ZONE 1(FIELD): ROOF DIAPHRAGM FASTENING NOT ADEQUATE FOR SUCTION FASTENING REVISE SPACING TO 0.131 x 2"(MIN)NAIL AT 8 in O.C.(FIELD) FOR ROOF ZONE 2(EDGE): ROOF DIAPHRAGM FASTENING OKAY FOR SUCTION FASTENING USE 0.131 x 2"(MIN)NAIL AT 6 in O.C.(EDGE) FOR ROOF ZONE 3(CORNER): ROOF DIAPHRAGM FASTENING OKAY FOR SUCTION FASTENING USE 0.131 x 2"(MIN)NAIL AT 6 in O.C.(CORNER) STANDARD ROOF SHEATHING: USING STAPLES: 7/16"RATED SHEATHING(UNBLOCKED)w/16 ga x 1.5'(MIN LEG)STAPLES AT 6 in O.C.(EDGE)AND 12 in O.C.(FIELD) STANDARD SHEATHING INADEQUATE AT ENDWALLS,SEE BELOW FOR MODIFICATION INCREASE TO 7/16"RATED SHEATHING(BLOCKED)w/16 ga x 1.5'(MIN LEG)STAPLES AT 4 in O.C.(EDGE)AND 12 in O.C.(FIELD) WITHIN 14 ft OF ENDWALLS SHEATHING SUCTION CONNECTION PER ASCE 7(C&C PRESSURES) EDGE DIMENSION(a)= 3 ft FOR ROOF ZONE 1(FIELD): ROOF DIAPHRAGM FASTENING NOT ADEQUATE FOR SUCTION FASTENING REVISE SPACING TO 16 ga x 1.5'(MIN LEG)STAPLE AT 5 in O.C.(FIELD) FOR ROOF ZONE 2(EDGE): ROOF DIAPHRAGM FASTENING NOT ADEQUATE FOR SUCTION FASTENING REVISE SPACING TO 16 ga x 1.5(MIN LEG)STAPLE AT 4 in O.C.(EDGE) FOR ROOF ZONE 3(CORNER): ROOF DIAPHRAGM FASTENING NOT ADEQUATE FOR SUCTION FASTENING REVISE SPACING TO 16 ga x 1.5'(MIN LEG)STAPLE AT 4 in O.C.(CORNER) STANDARD 1st FLOOR SHEATHING: USING NAILS: 19/32"RATED SHEATHING(UNBLOCKED)w/0.131 x 2"(MIN)NAILS AT 6 in O.C.(EDGE)AND 12 in O.C.(FIELD) STANDARD SHEATHING INADEQUATE AT ENDWALLS,SEE BELOW FOR MODIFICATION INCREASE TO 19/32"OSB(BLOCKED)w/0.131 x 2"(MIN)NAILS AT 4 in O.C.(EDGE)AND 12 in O.C.(FIELD) WITHIN 3 ft OF ENDWALLS STANDARD 1st FLOOR SHEATHING: USING STAPLES: 19/32"RATED SHEATHING(UNBLOCKED)w/16 ga x 1.5(MIN LEG)STAPLES AT 6 in O.C.(EDGE)AND 12 in O.C.(FIELD) STANDARD SHEATHING INADEQUATE AT ENDWALLS,SEE BELOW FOR MODIFICATION INCREASE TO 19/32'RATED SHEATHING(BLOCKED)w/16 ga x 1.5'(MIN LEG)STAPLES AT 6 in O.C.(EDGE)AND 12 in O.C.(FIELD) WITHIN 11 ft OF ENDWALLS BARLOW ENGINEERING,P.C. 1916 QUAIL RIDGE RD, C:\Users\Elisha\Desktop\work files\220056\10374-SHEARCALCS.)ds RALEIGH,NC 27609 220056 14 SHEARWALL DESIGN CONNECTION SUMMARY: CONNECTIONS TO BE AS SPECIFIED OR EQUIVALENT UPLIFT CONNECTIONS TRUSS TO CEILING BAND: SEE TRUSS CALCULATIONS USE THE STANDARD(4)16d(0.162"x 3.5")NAIL(1 1/2"SIDE)ENDNAILED THROUGH BAND INTO TRUSS WITH NO ADDITIONAL BOTTOM CHORD TO BAND OR WITH NO ADDITIONAL BOTTOM CHORD TO BAND OR PROVIDE A TRUSS TO CEILING BAND CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 102 lbs 1st FLOOR STUD TO CEILING&FLOOR BANDS: USE 8d(0.131"x2.5")NAIL(7/16"SIDE)AT 15 in O.C. THROUGH FULL HEIGHT OSB SHEATHING INTO CEILING AND FLOOR BANDS PLUS USE A MINIMUM TOTAL OF(3) 8d(0.131"x 2.5)NAIL(7/16"SIDE) THROUGH FULL HEIGHT OSB SHEATHING INTO WALL STUD OR USE 16 ga x 2.5'x 7/16"STAPLE(7/16"SIDE)AT 10 in O.C. THROUGH FULL HEIGHT OSB SHEATHING INTO CEILING AND FLOOR BANDS PLUS USE A MINIMUM TOTAL OF(4)16 ga x 2.5'x 7/16"STAPLE(7/16"SIDE) THROUGH FULL HEIGHT OSB SHEATHING INTO WALL STUD OR OKAY FOR 1 1/2"x 20 ga STRAP EACH END OF EACH STUD WITH A MINIMUM OF(1) 8d(0.131"x 2.5")NAIL(20 ga SIDE)EACH END OR A MINIMUM OF(1)16 ga x 2.5"x 7/16"STAPLE(20 ga SIDE)EACH END OR OKAY FOR A SIMPSON CS20 STRAP WITH(2)0.131"x 2.5 NAILS EACH END OF EACH STUD OR OKAY FOR A SIMPSON LSTA9 STRAP WITH(8)0.148"x 2.5'NAILS EACH END OF EACH STUD OR A CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 103 lbs/STUD BARLOW ENGINEERING,P.C. 1916 QUAIL RIDGE RD, CAUsers\Ellsha\Deskrop\work files\220056\10374-SHEARCALCS.)ds RALEIGH,NC 27609 220056 15 SHEARWALL DESIGN LATERAL CONNECTIONS TRUSS TO TOP PLATE CONNECTION: USE A MINIMUM OF(2) 8d(0.131"x 2.5)NAIL(1 1/2"SIDE)(TOENAILED)EACH TRUSS OR USE A MINIMUM OF(2)16d(0.162"x 3.5')NAIL(1 1/2"SIDE)(TOENAILED)EACH TRUSS OR PLATE TO PLATE CONNECTION: A CONNECTION TO RESIST A LATERAL LOAD OF 206 lbs EACH EXTERIOR WALL USE 8d(0.131"x 2.5')NAIL(1 1/2"SIDE)AT 5 in O.C.PLATE TO PLATE OR USE 16d(0.162"x 3.5)NAIL(1 1/2"SIDE)AT 7 in O.C.PLATE TO PLATE OR PLATE TO STUD CONNECTION: A CONNECTION TO RESIST A LATERAL LOAD OF 309 plf USE A MINIMUM OF(2) 8d(0.131"x 2.5)NAIL(1 1/2"SIDE)(ENDNAILED)EACH END OF EACH STUD USE A MINIMUM OF(2)16d(0.162"x 3.5")NAIL(1 1/2"SIDE)(ENDNAILED)EACH END OF EACH STUD BOTTOM PLATE TO FLOOR CONNECTION: A CONNECTION TO RESIST A LATERAL LOAD OF 167 lbs EACH END USE 8d(0.131"x 2.5")NAIL(1 1/2"SIDE)AT 12 in O.C.PLATE TO PLATE OR USE 16d(0.162"x 3.5)NAIL(1 1/2"SIDE)AT 16 in O.C.PLATE TO PLATE OR TOP PLATE SPLICE LENGTH A CONNECTION TO RESIST A LATERAL LOAD OF 125 pif TOP PLATE SPLICES SHALL BE A MINIMUM OF 7 ft w/(2)ROWS 8d(0.131"x 2.5")NAIL(1 1/2"SIDE)AT 4 in O.C. OR TOP PLATE SPLICES SHALL BE A MINIMUM OF 5 ft w/(2)ROWS 16d(0.162"x 3.5)NAIL(1 1/2"SIDE)AT 4 in O.C. OR A CONNECTION TO RESIST A FORCE OF 4814 lbs BARLOW ENGINEERING,P.C. 1916 QUAIL RIDGE RD, C:\Users\Elisha\Desktop\work files\220056\10374SHEARCALCS.)ds RALEIGH,NC 27609 220056 16 SHEARWALL DESIGN HORIZONTAL FLOOR DIAPHRAGMA CONTINUITY FIRST FLOOR MODULE TO MODULE CONNECTION AT FLOOR RIMBAND:(ALONG MATE LINE) USE A MIN.OF(4)1/2"DIA Gr.5 THROUGH BOLT(1 1/2"SIDE)(SPACED A MAX.OF 42 in O.C.) BAND TO BAND ALONG MATING LINE(BLOCKING REQUIRED AT FASTENER LOCATIONS FOR FULL CONTACT) OR USE A MIN.OF(10)3/8"DIA LAG SCREW(1 1/2"SIDE)(TOENAILED)(SPACED A MAX.OF 72 in O.C.) BAND TO BAND ALONG MATING LINE(BLOCKING REQUIRED AT FASTENER LOCATIONS FOR FULL CONTACT) OR A CONNECTION TO WITHSTAND A FORCE OF 2248 lbs MODULE TO MODULE CONNECTION AT FLOOR RIMBAND:(AT ENDWALLS) USE A MINIMUM OF(1)1 1/2"x 20 ga STRAP ACROSS MATING LINE AT EACH ENDWALL WITH A MINIMUM OF(3)8d(0.131"x 2.5')NAIL(20 ga SIDE)EACH END OF EACH STRAP OR WITH A MINIMUM OF(4)16 ga x 2.5'x 7/16"STAPLE(20 ga SIDE)EACH END OF EACH STRAP OR OKAY FOR(1)SIMPSON CS20 STRAP WITH(8)0.131"x 2.5'NAILS ACROSS MATING LINE AT EACH ENDWALL OR OKAY FOR(1)SIMPSON LSTA9 STRAP(S)WITH(8)0.148"x 2.5'NAILS ACROSS MATING LINE AT EACH ENDWALL BARLOW ENGINEERING,P.C. 1916 QUAIL RIDGE RD, CAUsem\Ehsha\Desktop\work files\220056\10374-SHEARCALCS.xis RALEIGH,NC 27609 220056 17 SHEARWALL DESIGN SHEAR CONNECTIONS FIRST FLOOR ENDWALL#1 SHEAR CONNECTIONS RIMBAND SILL PLATE CONNECTION: USE 8d(0.131'x 2.5')NAIL(1 1/2"SIDE)(TOENAILED)AT A MAXIMUM OF 1 in O.C. OR USE 16d(0.162"x 3.5)NAIL(1 1/2"SIDE)(TOENAILED)AT A MAXIMUM OF 2 in O.C. OR I USE SIMPSON LTP4 PLATE(LONG SIDE DOWN)AT A MAXIMUM OF 6 in O.C. OR A CONNECTION TO WITHSTAND A SHEAR FORCE OF 952 plf SILL PLATE TO FOUNDATION CONNECTION: USE 1/2"DIA ANCHOR BOLT(2500 psi MIN fm,4.6 in MIN EMBEDMENT,2.2 in MIN EDGE DISTANCE)AT A MAXIMUM OF 25 in O.C. OR USE 5/8"DIA ANCHOR BOLT(2500 psi MIN fm,5.4 in MIN EMBEDMENT;2.7 in MIN EDGE DISTANCE)AT A MAXIMUM OF 40 in O.C. OR A CONNECTION TO WITHSTAND A SHEAR FORCE OF 20303 lbs(797 plf) FIRST FLOOR ENDWALL#2 SHEAR CONNECTIONS RIMBAND TO BOTTOM/TOP PLATE/RIMBAND CONNECTION: USE 8d(0.131"x 2.5')NAIL(1 1/2"SIDE)(TOENAILED)AT A MAXIMUM OF 1 in O.C. OR USE 16d(0.162"x 3.5")NAIL(1 1/2"SIDE)(TOENAILED)AT A MAXIMUM OF 1 in O.C. OR USE SIMPSON LTP4 PLATE(LONG SIDE DOWN)AT A MAXIMUM OF 6 in O.C. OR A CONNECTION TO WITHSTAND A SHEAR FORCE OF 960 plf SILL PLATE TO FOUNDATION CONNECTION: USE 1/2"DIA ANCHOR BOLT(2500 psi MIN fm,4.6 in MIN EMBEDMENT,2.2 in MIN EDGE DISTANCE)AT A MAXIMUM OF 25 in O.C. OR USE 5/8"DIA ANCHOR BOLT(2500 psi MIN fm,5.4 in MIN EMBEDMENT,2.7 in MIN EDGE DISTANCE)AT A MAXIMUM OF 40 in O.C. OR A CONNECTION TO WITHSTAND A SHEAR FORCE OF 20303 lbs(797 plf) FIRST FLOOR SIDEWALL#1 SHEAR CONNECTIONS RIMBAND SILL PLATE CONNECTION: USE 8d(0.131"x 2.5')NAIL(1 1/2"SIDE)(TOENAILED)AT A MAXIMUM OF 16 in O.C. OR USE 16d(0.162"x 3.5')NAIL(1 112"SIDE)(TOENAILED)AT A MAXIMUM OF 16 in O.C. OR USE SIMPSON LTP4 PLATE(LONG SIDE DOWN)AT 120 in O.C. OR A CONNECTION TO WITHSTAND A SHEAR FORCE OF 46 plf SILL PLATE TO FOUNDATION CONNECTION: USE 1/2"DIA ANCHOR BOLT(2500 psi MIN fm,4.6 in MIN EMBEDMENT,2.2 in MIN EDGE DISTANCE)AT A MAXIMUM OF 72 in O.C. OR USE 5/8"DIA ANCHOR BOLT(2500 psi MIN fm,5.4 in MIN EMBEDMENT,2.7 in MIN EDGE DISTANCE)AT A MAXIMUM OF 72 in O.C. OR A CONNECTION TO WITHSTAND A SHEAR FORCE OF 3192 lbs(126 plf) FIRST FLOOR SIDEWALL#2 SHEAR CONNECTIONS RIMBAND TO BOTTOM/TOP PLATE/RIMBAND CONNECTION: USE 8d(0.131"x 2.5)NAIL(1 1/2"SIDE)(TOENAILED)AT A MAXIMUM OF 16 in O.C. OR USE 16d(0.162"x 3.5)NAIL(1 1/2"SIDE)(TOENAILED)AT A MAXIMUM OF 16 in O.C. OR USE SIMPSON LTP4 PLATE(LONG SIDE DOWN)AT 120 in O.C. OR A CONNECTION TO WITHSTAND A SHEAR FORCE OF 38 plf SILL PLATE TO FOUNDATION CONNECTION: USE 1/2"DIA ANCHOR BOLT(2500 psi MIN fm,4.6 in MIN EMBEDMENT,2.2 in MIN EDGE DISTANCE)AT A MAXIMUM OF 72 in O.C. OR USE 5/8"DIA ANCHOR BOLT(2500 psi MIN fm,5.4 in MIN EMBEDMENT,2.7 in MIN EDGE DISTANCE)AT A MAXIMUM OF 72 in O.C. OR A CONNECTION TO WITHSTAND A SHEAR FORCE OF 3192 lbs(126 plf) BARLOW ENGINEERING,P.C. 1916 QUAIL RIDGE RD, C:\Usem\Elisha\Desktop\work files\220056\10374-SHEARCALCS.)ds RALEIGH,NC 27609 220056 18 SHEARWALL DESIGN CORNER HOLD DOWNS FIRST FLOOR ENDWALL#1/SIDEWALL#1 CORNER: OKAY FOR A SIMPSON HD9B w/(3)STUDS OR A CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 7452 lbs FOUNDATION TO WITHSTAND A DOWNWARD FORCE OF 12814 lbs CORNER STUD CONNECTION: USE(2)ROWS OF 8d(0.131"x 2.5)NAIL(1 1/2"SIDE)PLY-TO-PLY AT 7 in O.C. OR USE(2)ROWS OF 16d(0.162"x 3.5')NAIL(1 1/2"SIDE)PLY-TO-PLY AT 10 in O.C. OR USE(2)ROWS OF 3/8"DIA LAG SCREW(1 1/2"SIDE)PLY-TO-PLY AT 15 in O.C. OR A CONNECTION TO WITHSTAND AN FORCE OF 7452 lbs FIRST FLOOR ENDWALL#1/SIDEWALL#2 CORNER: OKAY FOR A SIMPSON HD9B w/(3)STUDS OR A CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 7452 lbs FOUNDATION TO WITHSTAND A DOWNWARD FORCE OF 12814 lbs CORNER STUD CONNECTION: USE(2)ROWS OF 8d(0.131"x 2.5)NAIL(1 1/2"SIDE)PLY-TO-PLY AT 7 in O.C. OR USE(2)ROWS OF 16d(0.162"x 3.5')NAIL(1 1/2"SIDE)PLY-TO-PLY AT 10 in O.C. OR USE(2)ROWS OF 3/8"DIA LAG SCREW(1 1/2"SIDE)PLY-TO-PLY AT 15 in O.C. OR A CONNECTION TO WITHSTAND AN FORCE OF 7452 lbs FIRST FLOOR SIDEWALL#1 AT OPENING: NO HOLD DOWN REQUIRED OR DEAD LOAD EXCEEDS UPLIFT FOUNDATION TO WITHSTAND A DOWNWARD FORCE OF 1910 lbs CORNER STUD CONNECTION: USE(2)ROWS OF 8d(0.131"x 2.5)NAIL(1 1/2"SIDE)PLY-TO-PLY AT 16 in O.C. OR USE(2)ROWS OF 16d(0.167'x 3.5')NAIL(1 1/2"SIDE)PLY-TO-PLY AT 16 in O.C. OR USE(2)ROWS OF 3/8"DIA LAG SCREW(1 1/2"SIDE)PLY-TO-PLY AT 32 in O.C. OR A CONNECTION TO WITHSTAND AN FORCE OF 1166 lbs FIRST FLOOR SIDEWALL#2 AT OPENING: NO HOLD DOWN REQUIRED OR DEAD LOAD EXCEEDS UPLIFT FOUNDATION TO WITHSTAND A DOWNWARD FORCE OF 1826 lbs CORNER STUD CONNECTION: USE(2)ROWS OF 8d(0.131"x 2.5')NAIL(1 1/2"SIDE)PLY-TO-PLY AT 16 in O.C. OR USE(2)ROWS OF 16d(0.167'x 3.5')NAIL(1 1/2"SIDE)PLY-TO-PLY AT 16 in O.C. OR USE(2)ROWS OF 3/8"DIA LAG SCREW(1 1/2"SIDE)PLY-TO-PLY AT 32 in O.C. OR A CONNECTION TO WITHSTAND AN FORCE OF 1166 lbs FIRST FLOOR ENDWALL#2 ENDS: OKAY FOR A SIMPSON HD12 w/(4)STUDS w/1 118"ANCHOR BOLT OR A CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 9923 lbs FOUNDATION TO WITHSTAND A DOWNWARD FORCE OF 11575 lbs CORNER STUD CONNECTION: USE(2)ROWS OF 8d(0.131'x 2.5")NAIL(1 1/2"SIDE)PLY-TO-PLY AT 6 in O.C. OR USE(2)ROWS OF 16d(0.167'x 3.5)NAIL(1 1/2"SIDE)PLY-TO-PLY AT 8 in O.C. OR USE(2)ROWS OF 318"DIA LAG SCREW(1 1/2"SIDE)PLY-TO-PLY AT 11 in O.C. OR A CONNECTION TO WITHSTAND AN FORCE OF 9923 lbs BARLOW ENGINEERING,P.C. 1916 QUAIL RIDGE RD, CAUsem\Elisha\Desktoplwork files1220056110374-SHEARCALCS.)ds RALEIGH,NC 27609 220056 19 SHEARWALL DESIGN DESIGN UPLIFT LOADS ROOF&CEILING ASSEMBLY DEAD LOAD= 15 psf WALL DEAD LOAD(WDL)= 12 psf FLOOR DEAD LOAD(FDL)= 10 psf UPLIFT CONNECTION LOAD: PER TRUSS V8-22-5 wup,= 102 lbs x 12 in/ft/16 in O.C.= 77 plf TRUSS TO CEILING BAND: STANDARD CONNECTION: (4)16d(0.162"x 3.5)NAIL(1 1/2"SIDE) Z= 480 lbs x 1.6 x 0.67= 515 lbs ADDITIONAL TIE(S)REQUIRED FOR TRUSS TIE DOWN: 102 lbs-515 lbs= -413 lbs ADDITIONAL= N/A CHECK STRAP: N/A UP= N/A Ibs N/A CHECK STRAP FASTENERS: N/A N/A ALTERNATE: CHECK STRAP: N/A UP= N/A lbs N/A CHECK STRAP FASTENERS: N/A N/A SEE TRUSS CALCULATIONS USE THE STANDARD(4)16d(0.162"x 3.5")NAIL(11/2"SIDE)ENDNAILED THROUGH BAND INTO TRUSS WITH NO ADDITIONAL BOTTOM CHORD TO BAND WITH NO ADDITIONAL BOTTOM CHORD TO BAND PROVIDE A TRUSS TO CEILING BAND CONNECTION TO WITHSTAND AN UPLIFT FORCE OF 102 lbs BARLOW ENGINEERING,P.C. 1916 QUAIL RIDGE RD, C:\Users\EllshalDesktop\work files\220056\10374-SHEARCALCS.)ds RALEIGH,NC 27609 220056 20 SHEARWALL DESIGN REQUIRED SIDEWALL STUD TIE DOWN LOADING: 1st FLOOR STUD TO CEILING&FLOOR BANDS: Pap=77 plf x 16 in O.C./12 in/ft= 103 lbs/STUD CHECK FASTENERS: 8d(0.131"x 2.5")NAIL(7/16"SIDE) Z= 60 lbs x 1.6= 96 lbs 77 plf/96 lbs I FASTENER= 0.8 FASTENERS I ft USE 8d(0.131"x 2.5")NAIL(7116"SIDE)AT 15 in O.C. THROUGH FULL HEIGHT OSB SHEATHING INTO CEILING AND FLOOR BANDS 103 lbs/STUD/ lbs/FASTENER= 1.1 FASTENERS USE A MINIMUM TOTAL OF(3) 8d(0.131"x 2.5")NAIL(7/16"SIDE) THROUGH FULL HEIGHT OSB SHEATHING INTO WALL STUD ALTERNATE: 16 ga x 2.5"x 7/16"STAPLE(7/16"SIDE) Z= 40 lbs x 1.6= 64 lbs 77 plf 164 lbs/FASTENER= 1.2 FASTENERS I ft USE 16 ga x 2.5"x 7116"STAPLE(7116"SIDE)AT 10 in O.C. THROUGH FULL HEIGHT OSB SHEATHING INTO CEILING AND FLOOR BANDS 103 lbs/STUD/ lbs/FASTENER= 1.6 FASTENERS USE A MINIMUM TOTAL OF(4)16 ga x 2.5"x 7/16"STAPLE(7/16"SIDE) THROUGH FULL HEIGHT OSB SHEATHING INTO WALL STUD ALTERNATE: CHECK STRAP: 1 1/22'x 20 ga STRAP Z= 951 Ibs OKAY CHECK FASTENERS: 8d(0.131"x 2.5")NAIL(20 ga SIDE) Z= 80 lbs x 1.6= 128 lbs 103 lbs/STUD/128 lbs/FASTENER= 0.4 FASTENERS 16 ga x 2.5"x 7/16"STAPLE(20 ga SIDE) Z= 54 lbs x 1.6= 86 lbs 103 lbs/STUD/86 lbs/FASTENER= 0.6 FASTENERS OKAY FOR 1 1/2"x 20 ga STRAP EACH END OF EACH STUD WITH A MINIMUM OF(1) 8d(0.131"x 2.5")NAIL(20 ga SIDE)EACH END OR A MINIMUM OF(1)16 ga x 2.5"x 7/16"STAPLE(20 ga SIDE)EACH END ALTERNATE: CHECK STRAP: SIMPSON CS20 STRAP Z= 1030 lbs OKAY CHECK STRAP FASTENERS: 14 0.131"x 2.5"NAILS Z= 74 lbs/FASTENER 103 lbs/STUD/74 lbs/FASTENER= 1.4 FASTENERS OKAY FOR A SIMPSON CS20 STRAP WITH(2)0.131"x 2.5"NAILS EACH END OF EACH STUD ALTERNATE: CHECK STRAP: SIMPSON LSTA9 STRAP Z= 635 lbs OKAY CHECK STRAP FASTENERS: 8 0.148"x 2.5"NAILS OKAY FOR A SIMPSON LSTA9 STRAP WITH(8)0.148"x 2.6"NAILS EACH END OF EACH STUD BARLOW ENGINEERING,P.C. 1916 QUAIL RIDGE RD, C:\Usem\Elisha\Desklop\work files\220056\10374-SHEARCALCS.xis RALEIGH,NC 27609 220056 21 SHEARWALL DESIGN LATERAL LOAD AT ROOF/CEILING DIAPHRAGM WIND PERPENDICULAR TO RIDGE: rLl per= 309 plf(Vasd) WIND PARALLEL TO RIDGE: rLI.para= 37 plf(Vasd) CEILING DIAPHRAGM SHEATHING STANDARD CEILING SHEATHING: 1/2"GWB(UNBLOCKED)w/FASTENERS AT 7 in O.C.(EDGE)AND 7 in O.C.(FIELD) CEILING SHEATHING SHEAR CAPACITY(v,')= 75 plf ROOF DIAPHRAGM SHEATHING REQUIREMENTS USING NAILS: WIND MAX DIAPHRAGM SHEAR(v)= L*wlpe,/2= 56.375 ft*309 pif/2= 389 plf WR 22.42 ft STANDARD ROOF SHEATHING: 7/16"RATED SHEATHING(UNBLOCKED)wl 0.131 x 2"(MIN)NAILS AT 6 in O.C.(EDGE)AND 12 in O.C.(FIELD) ROOF SHEATHING SHEAR CAPACITY(v,)= 235 plf SPECIFIC GRAVITY ADJUSTMENT FACTOR= 0.92 235 plf x 0.92= 216 plf NET DIAPHRAGM SHEAR CAPACITY(va)=v,+v,= 216 plf+75 pif= 291 pif STANDARD SHEATHING INADEQUATE AT ENDWALLS,SEE BELOW FOR MODIFICATION LENGTH OF ROOF SHEATHING TO BE MODIFIED(x)=(Wr/2)*(1-vn/v) x=(56.375 ft/2)*(1-291 pif 1389 pig x= 8 f MODIFIED ROOF SHEATHING=7/16"RATED SHEATHING(BLOCKED)w/0.131 x 2"(MIN)NAILS AT 6 in O.C.(EDGE)AND 12 in O.C.(FIELD) ROOF SHEATHING SHEAR CAPACITY(vr')= 360 pif SPECIFIC GRAVITY ADJUSTMENT FACTOR= 0.92 360 pif x 0.92= 331 plf NET DIAPHRAGM SHEAR CAPACITY(vn)=vr+vc= 331 pif+75 pif= 406 pif MODIFICATION OKAY INCREASE TO 7116"RATED SHEATHING(BLOCKED)w/0.131 x 2"(MIN)NAILS AT 6 in O.C.(EDGE)AND 12 in O.C.(FIELD) WITHIN 8 ft OF ENDWALLS USING STAPLES: WIND MAX DIAPHRAGM SHEAR(v)= L*WI-per/2= 56.375 ft*309 pif/2= 389 plf WR 22.42 ft STANDARD ROOF SHEATHING:7/16"RATED SHEATHING(UNBLOCKED)w/16 ga x 1.5"(MIN LEG)STAPLES AT 6 in O.C.(EDGE)AND 12 in O.C.(F ROOF SHEATHING SHEAR CAPACITY(v;)= 155 plf SPECIFIC GRAVITY ADJUSTMENT FACTOR= 0.85 155 pif x 0.85= 132 plf NET DIAPHRAGM SHEAR CAPACITY(v„)=yr+v,= 132 pif+75 plf= 207 plf STANDARD SHEATHING INADEQUATE AT ENDWALLS,SEE BELOW FOR MODIFICATION LENGTH OF ROOF SHEATHING TO BE MODIFIED(x)=(Wr/2)*(1-vn/v) x=(56.375 ft/2)*(1-207 pif 1389 pif) X= 14 ft MODIFIED ROOF SHEATHING=7/16"RATED SHEATHING(BLOCKED)w/16 ga x 1.5"(MIN LEG)STAPLES AT 4 in O.C.(EDGE)AND 12 in O.C.(FIEL ROOF SHEATHING SHEAR CAPACITY(vr')= 470 plf SPECIFIC GRAVITY ADJUSTMENT FACTOR= 0.85 470 pif x 0.85= 400 plf NET DIAPHRAGM SHEAR CAPACITY(vn)=yr+vc= 400 plf+75 pif= 475 plf MODIFICATION OKAY INCREASE TO 7116"RATED SHEATHING(BLOCKED)w/16 ga x 1.6"(MIN LEG)STAPLES AT 4 in O.C.(EDGE)AND 12 in O.C.(FIELD) WITHIN 14 ft OF ENDWALLS BARLOW ENGINEERING,P.C. 1416 QUAIL RIDGE RD, C:\Users\Elisha\Desktop\work files\220056\10374-SHEARCALCS.)ds RALEIGH,NC 27609 220056 22 SHEARWALL DESIGN SHEATHING SUCTION CONNECTION PER ASCE 7(C&C PRESSURES USING NAILS: CHECK FASTENERS: 0.131 x 2"(MIN)NAIL PENETRATION ONTO MAIN MEMBER= 1.5 in W= 21 lbs/in x 1.5 in x 1.6= 50 lbs(WITHDRAWAL) FOR ROOF ZONE 1(FIELD): P=l 53 psf(Vasd) SUCTION FORCE= 53 psf x 16 in O.C./12 in/ft= E777TR 71 plf/50 lbs/FASTENER = 1.5 FASTENERS/ft= 8 in O.C. DIAPHRAGM SPACING: 12 in O.C. ROOF DIAPHRAGM FASTENING NOT ADEQUATE FOR SUCTION FASTENING REVISE SPACING TO 0.131 x 2"(MIN)NAIL AT 8 in O.C.(FIELD) FOR ROOF ZONE 2(EDGE): p=l 67 psf(Vasd) SUCTION FORCE= 67 psf x 16 in O.C./12 in/ft= 1 89 plf 89 plf/50 lbs/FASTENER = 1.8 FASTENERS/ft= 6 in O.C. DIAPHRAGM SPACING: 6 in O.C. ROOF DIAPHRAGM FASTENING OKAY FOR SUCTION FASTENING USE 0.131 x 2"(MIN)NAIL AT 6 in O.C.(EDGE) FOR ROOF ZONE 3(CORNER): p= 67 psf(Vasd) SUCTION FORCE= 67 psf x 16 in O.C./12 in/ft= 1 89 plf 89 plf!50 lbs/FASTENER = 1.8 FASTENERS/ft= 6 in O.C. DIAPHRAGM SPACING: 6 in O.C. ROOF DIAPHRAGM FASTENING OKAY FOR SUCTION FASTENING USE 0.131 x 2"(MIN)NAIL AT 6 in O.C.(CORNER) USING STAPLES: CHECK FASTENERS: 16 ga x 1.5(MIN LEG)STAPLE PENETRATION ONTO MAIN MEMBER= 1 in W= 20 lbs/in x 1 in x 1.6= 32 lbs(WITHDRAWAL) FOR ROOF ZONE 1(FIELD): p= 53 psf(Vasd) SUCTION FORCE= 53 psf x 16 in O.C./12 in/ft= 71 plf 71 plf/32 lbs/FASTENER = 2.3 FASTENERS/ft= 5 in O.C. DIAPHRAGM SPACING: 12 in O.C. ROOF DIAPHRAGM FASTENING NOT ADEQUATE FOR SUCTION FASTENING REVISE SPACING TO 16 ga x 1.5"(MIN LEG)STAPLE AT 5 in O.C.(FIELD) FOR ROOF ZONE 2(EDGE): P=l 67 psf(Vasd) SUCTION FORCE= 67 psf x 16 in O.C./12 in/ft= 89 plf 89 plf/32 lbs/FASTENER = 2.8 FASTENERS/ft= 4 in O.C. DIAPHRAGM SPACING: 6 in O.C. ROOF DIAPHRAGM FASTENING NOT ADEQUATE FOR SUCTION FASTENING REVISE SPACING TO 16 ga x 1.6"(MIN LEG)STAPLE AT 4 in O.C.(EDGE) FOR ROOF ZONE 3(CORNER): p= 67 psf(Vasd) SUCTION FORCE= 67 psf x 16 in O.C./12 in!ft= 89 plf 89 plf 132 lbs/FASTENER = 2.8 FASTENERS/ft= 4 in O.C. DIAPHRAGM SPACING: 6 in O.C. ROOF DIAPHRAGM FASTENING NOT ADEQUATE FOR SUCTION FASTENING REVISE SPACING TO 16 ga x 1.5"(MIN LEG)STAPLE AT 4 in O.C.(CORNER) BARLOW ENGINEERING,P.C. 1916 QUAIL RIDGE RD, C:\Usem\Elisha\Desktop\work files\220056\10374SHEARCALCS.xis RALEIGH,NC 27609 220056 23 SHEARWALL DESIGN FOR WALL ZONE 4(FIELD): STUD SPACING(SOC)= 16 in O.C. P=1 psf(Vasd) STUD LOADING=31 psf x 16 in O.C./12 in/ft= 41 plf 41 plf = 0.9 FASTENERS/ft= 13 in O.C. 50 lbs/FASTENER MAX ALLOWABLE SPACING: 12 in O.C. FOR WALL ZONE 5(EDGE): P=l psf(Vasd) STUD LOADING=37 psf x 16 in O.C./12 in/ft= 49 plf 49 plf = 1 FASTENERS/ft= 12 in O.C. 50 lbs/FASTENER MAX ALLOWABLE SPACING: 12 in O.C. BARLOW ENGINEERING,P.C. 1916 QUAIL RIDGE RD, C:\Users\Elisha\Desklop\work files\220056\10374-SHEARCALCS.Yls RALEIGH,NC 27609 220056 24 SHEARWALL DESIGN LATERAL FRAMING CONNECTION LOADS FROM WIND: TRUSS TO TOP PLATE CONNECTION: PC= 309 plf x 16 in O.C./12 in/ft= 412 lbs CHECK FASTENERS: 8d(0.131"x 2.5")NAIL(1 1/2"SIDE) Z= 82 lbs x 1.6 x 0.83= 109 lbs(TOENAILED) 412 lbs/109 lbs/FASTENER = 3.8 FASTENERS USE A MINIMUM OF(2) 8d(0.131"x 2.5")NAIL(1 1/2"SIDE)(TOENAILED)EACH TRUSS ALTERNATE: CHECK FASTENERS: 16d(0.162"x 3.5")NAIL(1 1/2"SIDE) Z= 120 lbs x 1.6 x 0.83= 159 lbs(TOENAILED) 412 lbs/159 lbs/FASTENER = 2.6 FASTENERS USE A MINIMUM OF(2)16d(0.162"x 3.5")NAIL(1 1/2"SIDE)(TOENAILED)EACH TRUSS PLATE TO PLATE CONNECTION: PC= 309 plf CHECK FASTENERS: 8d(0.131"x 2.5")NAIL(1 1/2"SIDE) Z= 82 lbs x 1.6 = 131 lbs 309 plf/131 lbs/FASTENER = 2.4 FASTENERS/ft= 5 in O.C. USE 8d(0.131"x 2.5")NAIL(1 1/2"SIDE)AT 5 in O.C.PLATE TO PLATE ALTERNATE: CHECK FASTENERS: 16d(0.162"x 3.5")NAIL(1 1/2"SIDE) Z= 120 lbs x 1.6 = 192 lbs 309 plf/192 lbs/FASTENER = 1.7 FASTENERS/ft= 7 in O.C. USE 16d(0.162"x 3.5")NAIL(1 1/2"SIDE)AT 7 in O.C.PLATE TO PLATE PLATE TO STUD CONNECTION: PC= 37 psf x 9 ft/2= 167 lbs CHECK FASTENERS: 8d(0.131"x 2.5")NAIL(1 1/2"SIDE) Z= 82 lbs x 1.6 x 0.67= 88 lbs(ENDNAILED) 167 lbs/88 lbs/FASTENER = 1.9 FASTENERS USE A MINIMUM OF(2) 8d(0.131"x 2.5")NAIL(1 1/2"SIDE)(ENDNAILED)EACH END OF EACH STUD ALTERNATE: CHECK FASTENERS: 16d(0.162"x 3.5")NAIL(1 1/2"SIDE) Z= 120 lbs x 1.6 x 0.67= 129 lbs(ENDNAILED) 167 lbs 1 129 lbs/FASTENER = 1.3 FASTENERS USE A MINIMUM OF(2)16d(0.162"x 3.5")NAIL(1 1/2"SIDE)(ENDNAILED)EACH END OF EACH STUD BOTTOM PLATE TO FLOOR CONNECTION: PC= 37psfx9ft/2x 12 in/16 in O.C. 125plf CHECK FASTENERS: 8d(0.131"x 2.5")NAIL(1 1/2"SIDE) Z= 82 lbs x 1.6 = 131 lbs 125 plf 1131 lbs/FASTENER = 1 FASTENERS/ft= 12 in O.C. USE 8d(0.131"x 2.5")NAIL(1 1/2"SIDE)AT 12 in O.C.PLATE TO PLATE ALTERNATE: CHECK FASTENERS: 16d(0.162"x 3.5")NAIL(1 1/2"SIDE) Z= 120 lbs x 1.6 = 192 lbs 125 plf 1 192 lbs/FASTENER = 0.7 FASTENERS/ft= 16 in O.C. USE 16d(0.162"x 3.5")NAIL(1 1/2"SIDE)AT 16 in O.C.PLATE TO PLATE BARLOW ENGINEERING,P.C. 1916 QUAIL RIDGE RD, C:\Usem\Elisha\Desktop\work files\220056\10374-SHEARCALCS.xis RALEIGH,NC 27609 220056 25 SHEARWALL DESIGN TOP PLATE SPLICE LENGTH ROOF DIAPHRAGM LOADING(wl-per)= 309 pff FLOOR DIAPHRAGM LOADING(FLI-per)= 235 plf ROOF DIAPHRAGM LOADING CONTROLS DIAPHRAGM CHORD FORCE= T= wl-per x L2 = 309 plf x 56.375 ft"2= 4814 lbs 8xW 8x25.5ft CHECK FASTENERS: 2 8d(0.131"x 2.5")NAIL(1 1/2"SIDE) SPACED AT 4 in O.C. Z= 82 lbs x 1.6 = 131 lbs REQUIRED SPLICE LENGTH: w/(2) 8d(0.131"x2.5")NAIL(1 1/2"SIDE)AT 4 in O.C.T x do/12 in/ft = 4814 lbs x 4 in O.C./12 in /ft= 7 ft 2Z 2x131 lbs TOP PLATE SPLICES SHALL BE A MINIMUM OF 7 ft w/(2)ROWS 8d(0.131"x 2.5")NAIL(1 1/2"SIDE)AT 4 in O.C. ALTERNATE: CHECK FASTENERS: 2 16d(0.162"x 3.5")NAIL(1 1/2"SIDE) SPACED AT 4 in O.C. Z= 120 lbs x 1.6 = 192 lbs REQUIRED SPLICE LENGTH: w/(2)16d(0.162"x 3.5)NAIL(1 1/2"SIDE)AT 4 in O.C.T x dc/12 in/ft = 4814 lbs x 4 in O.C./12 in /ft= 5 ft 2Z 2 x 192 lbs TOP PLATE SPLICES SHALL BE A MINIMUM OF 5 ft wl(2)ROWS 16d(0.162"x 3.5')NAIL(1 1/2"SIDE)AT 4 in O.C. BARLOW ENGINEERING,P.C. 1916 QUAIL RIDGE RD, C:\Users\Elisha\Desktop\work files\220056\10374-SHEARCALCS.YIs RALEIGH,NC 27609 220056 26 SHEARWALL DESIGN LATERAL LOAD AT FLOOR DIAPHRAGM 1st FLOOR: WIND PERPENDICULAR TO RIDGE: FLLpe,= 235 plf(Vasd) WIND PARALLEL TO RIDGE: FLI_pa,"= 37 pif(Vasd) FLOOR DIAPHRAGM SHEATHING REQUIREMENTS 1st FLOOR USING NAILS: WIND MAX DIAPHRAGM SHEAR(v)= L x FLI_per/2= 56.375 ft x 235 plf/2= 260 plf WR 25.5 ft STANDARD 1st FLOOR SHEATHING: 19/32"RATED SHEATHING(UNBLOCKED)w/0.131 x 2"(MIN)NAILS AT 6 in O.C.(EDGE)AND 12 in O.C.(FIELD) FLOOR SHEATHING SHEAR CAPACITY(v;)= 255 pif SPECIFIC GRAVITY ADJUSTMENT FACTOR= 0.92 255 pif x 0.92= 235 plf NET DIAPHRAGM SHEAR CAPACITY(va)=v,+v,= 235 plf STANDARD SHEATHING INADEQUATE AT ENDWALLS,SEE BELOW FOR MODIFICATION LENGTH OF FLOOR SHEATHING TO BE MODIFIED(x)=(W1'/2)'(1-vn/v) x=(43.92 ft/2)'(1-235 plf 1260 pif) x= 3ft MODIFIED FLOOR SHEATHING= 19/32"OSB(BLOCKED)w/0.131 x 2"(MIN)NAILS AT 4 in O.C.(EDGE)AND 12 in O.C.(FIELD) FLOOR SHEATHING SHEAR CAPACITY(vr)= 500 plf SPECIFIC GRAVITY ADJUSTMENT FACTOR= 0.92 500 pif x 0.92= 460 pif NET DIAPHRAGM SHEAR CAPACITY(vn)=yr+vc= 460 plf MODIFICATION OKAY INCREASE TO 19/32"OSB(BLOCKED)w/0.131 x 2"(MIN)NAILS AT 4 in O.C.(EDGE)AND 12 in O.C.(FIELD) WITHIN 3 ft OF ENDWALLS USING STAPLES: WIND MAX DIAPHRAGM SHEAR(v)= L x wl_pe,/2= 56.375 ft x 235 pif/2 F 260 plf WR 25.5 ft STANDARD 1st FLOOR SHEATHING: 19/32"RATED SHEATHING(UNBLOCKED)wl 16 ga x 1.5"(MIN LEG)STAPLES AT 6 in O.C.(EDGE)AND 12 in O.C.(I FLOOR SHEATHING SHEAR CAPACITY(vr)= 155 pif SPECIFIC GRAVITY ADJUSTMENT FACTOR= 0.85 155 plf x 0.85= 132 pif NET DIAPHRAGM SHEAR CAPACITY(v")= 132 pif STANDARD SHEATHING INADEQUATE AT ENDWALLS,SEE BELOW FOR MODIFICATION LENGTH OF FLOOR SHEATHING TO BE MODIFIED(x)=(W1'/2)'(1-vn/v) x=(43.92 ft/2)'(1-132 plf/260 pif) x= 11 ft MODIFIED FLOOR SHEATHING= 19/32"RATED SHEATHING(BLOCKED)w/16 ga x 1.5"(MIN LEG)STAPLES AT 6 in O.C.(EDGE)AND 12 in O.C.(FIE FLOOR SHEATHING SHEAR CAPACITY(vr')= 230 pif SPECIFIC GRAVITY ADJUSTMENT FACTOR= 0.85 230 pif x 0.85= 196 plf NET DIAPHRAGM SHEAR CAPACITY(vn)=vr+vc= 196 pif MODIFICATION NOT ADEQUATE INCREASE TO 19132"RATED SHEATHING(BLOCKED)w/16 ga x 1.5"(MIN LEG)STAPLES AT 6 in O.C.(EDGE)AND 12 in O.C.(FIELD) WITHIN 11 It OF ENDWALLS BARLOW ENGINEERING,P.C. 1916 QUAIL RIDGE RD, C:\Usem\Elisha\Desklop\work riles\220056\10374-SHEARCALCS.xis RALEIGH,NC 27609 220056 27 SHEARWALL DESIGN FIRST FLOOR ENDWALL#1 SHEATHING LENGTH REQUIREMENTS GARAGE END FIRST FLOOR WIDTH(W,)= 16.1 ft FIRST FLOOR LENGTH(1-1)= 56.375 ft EXTERIOR SHEATHING:7/16"RATED SHEATHING(BLOCKED) INTERIOR SHEATHING:7116"RATED SHEATHING(BLOCKED) EXTERIOR FASTENER: 0.131 x 2"(MIN)NAIL INTERIOR FASTENER: 0.131 x 2"(MIN)NAIL EXTERIOR FASTENER SPACING: 3 in O.C.(EDGE) INTERIOR FASTENER SPACING: 3 in O.C.(EDGE) 12 in O.C.(FIELD) 12 in O.C.(FIELD) WIND SHEARWALL STRENGTH(Vw)= 630 plf SHEARWALL STRENGTH(VwINT)= 630 plf FRAMING SPECIFIC GRAVITY ADJ.FACTOR(CG)= 0.92 FRAMING SPECIFIC GRAVITY ADJ.FACTOR(CG)= 0.92 BLOCKING ADJ.FACTOR(Cab)= 1 BLOCKING ADJ.FACTOR(C,b)= 1 ADJUSTED WIND SHEARWALL STRENGTH(Vw)_(VW x CG x C„b)+(VWINT x CG x C.b)= (630 plf x 0.92 x 1)+(630 plf x 0.92 x 1)= 1159 plf MIN.SHEARWALL SEGMENT LENGTH= 2.57 ft FULL HEIGHT SHEATHING PROVIDED(—Li)= 16.1 ft PERCENT FULL HEIGHT SHEATHING= 72% MAX.UNRESTRAINED OPENING HEIGHT= 5 ft SHEAR ADJUSTMENT FACTOR(C,)= 0.846(TABLE 4.3.3.5,SDPWS) NUMBER OF SHEARWALLS(Nand)= 2 ADDITIONAL WALL WIND LOAD= 0 lbs WIND SHEARWALL REACTION(Rend7)=(LI x d-p.,+L,x Wi.Par)/Ne„d+ADDITIONAL= Rendl=56.375 ft X 309 plf+56.375 ft X 235 plf/2+0 lbs= 15334 lbs MIN.LENGTH SEGMENTED SHEARWALLS(Le,,,)= Rendl/V = 15334 lbs/1159 plf= 13.23 ft PERFORATED FULL HEIGHT SHEATHING LENGTH REQUIRED (ENDWALL)=Lsw/Co=13.23 ft t 0.846= 15.64 ft PERFORATED FULL HEIGHT SHEATHING < PERFORATED FULL HEIGHT SHEATHING REQUIRED=15.64 ft PROVIDED=16.1 ft SHEARWALL OK FOR WIND ALL EXTERIOR SHEATHING TO BE BLOCKED UNO BARLOW ENGINEERING,P.C. 1976 QUAIL RIDGE RD, C:\Users\Elisha\Desktop\work files\220056\10374-SHEARCALCS.)ds RALEIGH,NC 27609 220056 28 SHEARWALL DESIGN OVERTURNING DUE TO UPLIFT: UPLIFT FORCE(UE2)= ReM1 X H = UE2= 15334 lbs X 9 ft = 10133 lb. SLixCo 16.1ftx0.846 HORIZONTAL SHEAR: V= Rend = 15334 lbs = 952 plf W 16.1 ft SHEATHING SUCTION CONNECTION PER ASCE 7(C&C PRESSURES) CHECK FASTENERS: 0.131 x 2"(MIN)NAIL PENETRATION ONTO MAIN MEMBER= 1.5 in W= 21 lbs/in x 1.5 in x 1.6= 50 lbs(WITHDRAWAL) FOR ROOF ZONE 4(FIELD): p= -31 plf(Vult)x 0.6= 19 psf(Vasd) SUCTION FORCE= 19 psf x 16 in O.C./12 in/ft= 25 plf 25 pff/50 lbs/FASTENER = 0.5 FASTENERS/ft= 24 in O.C. DIAPHRAGM SPACING: 12 in O.C. EXTERIOR WALL DIAPHRAGM FASTENING OKAY FOR SUCTION FASTENING USE 0.131 x 2"(MIN)NAIL AT 12 in O.C.(FIELD) FOR ROOF ZONE 5(EDGE): p= -37 plf(Vult)x 0.6= 22 psf(Vasd) SUCTION FORCE= 22 psf x 16 in O.C./12 in/ft= 29 plf 29 plf/50 lbs/FASTENER = 0.6 FASTENERS/ft= 20 in O.C. DIAPHRAGM SPACING: 3 M O.C. EXTERIOR WALL DIAPHRAGM FASTENING OKAY FOR SUCTION FASTENING USE 0.131 x 2"(MIN)NAIL AT 3 in O.C.(EDGE) SHEAR CONNECTIONS: RIMBAND SILL PLATE CONNECTION: CHECK FASTENERS: 8d(0.131"x 2.5)NAIL(1 1/2"SIDE) Z= 82 lbs x 1.6 x 0.83= 109 lbs(TOENAILED) 952 plf/109 lbs/FASTENER = 8.8 FASTENERS/ft= 1 in O.C. USE 8d(0.131"x 2.5")NAIL(1 1/2"SIDE)(TOENAILED)AT A MAXIMUM OF 1 in O.C. ALTERNATE: CHECK FASTENERS: 16d(0.162"x 3.5")NAIL(1 1/2"SIDE) Z= 120 lbs x 1.6 x 0.83= 159 lbs(TOENAILED) 952 plf/159 lbs/FASTENER = 6 FASTENERS/ft= 2 in O.C. USE 16d(0.162"x 3.5")NAIL(1 1/2"SIDE)(TOENAILED)AT A MAXIMUM OF 2 in O.C. ALTERNATE: CHECK FASTENERS: SIMPSON LTP4 PLATE(LONG SIDE DOWN) Z= 540 lbs 952 plf/540 lbs/FASTENER = 1.8 FASTENERS/ft= 6 in O.C. USE SIMPSON LTP4 PLATE(LONG SIDE DOWN)AT A MAXIMUM OF 6 in O.C. SILL PLATE TO FOUNDATION CONNECTION: V= MAX ENDWALL SHEAR+L1 x(3/4*FLFpar)/2= V= 15334 lbs+56.375 ft x(3/4*235 plf)/2 20303 lbs CHECK FASTENERS: 1/2"DIA ANCHOR BOLT(2500 psi MIN fm,4.6 in MIN EMBEDMENT,2.2 in MIN EDGE DISTANCE) 1840 lbs(SHEAR) 20303 lbs/1840 lbs/FASTENER = 11.1 FASTENERS BOLTSPACING= (W-2)/(N-1)= (25.5ft-2)/(12-1)= 25 in 20303 lbs 11840 lbs/FASTENER = 11.1 FASTENERS USE 1/2"DIA ANCHOR BOLT(2500 psi MIN fm,4.6 in MIN EMBEDMENT,2.2 in MIN EDGE DISTANCE)AT A MAXIMUM OF 25 in O.C. ALTERNATE: CHECK FASTENERS: 5/8"DIA ANCHOR BOLT(2500 psi MIN fm,5.4 in MIN EMBEDMENT,2.7 in MIN EDGE DISTANCE) 2830 lbs(SHEAR) 20303 lbs/2830 lbs/FASTENER = 7.2 FASTENERS BOLT SPACING= (W-2)/(N-1)_ (25.5 ft-2)/(8-1)= 40 in 20303 lbs/2830 lbs/FASTENER = 7.2 FASTENERS USE 5/8"DIA ANCHOR BOLT(2500 psi MIN fm,5.4 in MIN EMBEDMENT,2.7 in MIN EDGE DISTANCE)AT A MAXIMUM OF 40 in O.C. BARLOW ENGINEERING,P.C. 1916 QUAIL RIDGE RD, C:\Usem0!sha\Desktop\work files\220056\10374-SHEARCALCS.)ds RALEIGH,NC 27609 220056 29 SHEARWALL DESIGN FIRST FLOOR ENDWALL#2 SHEATHING LENGTH REQUIREMENTS LIVING ROOM END FIRST FLOOR WIDTH(W1)= 25.5 ft FIRST FLOOR LENGTH(L1)= 56.375 ft EXTERIOR SHEATHING: 7/16"RATED SHEATHING(BLOCKED) INTERIOR SHEATHING:7/16"RATED SHEATHING(BLOCKED) EXTERIOR FASTENER: 0.131 x 2"(MIN)NAIL INTERIOR FASTENER: 0.131 x 2"(MIN)NAIL EXTERIOR FASTENER SPACING: 2 in O.C.(EDGE) INTERIOR FASTENER SPACING: 3 in O.C.(EDGE) 12 in O.C.(FIELD) 12 in O.C.(FIELD) WIND SHEARWALL STRENGTH(VW)= 820 plf SHEARWALL STRENGTH(VWiNT)= 630 plf FRAMING SPECIFIC GRAVITY ADJ.FACTOR(CG)= 0.92 FRAMING SPECIFIC GRAVITY ADJ.FACTOR(CG)= 0.92 BLOCKING ADJ.FACTOR(C„b)= 1 BLOCKING ADJ.FACTOR(C.b)= 1 ADJUSTED WIND SHEARWALL STRENGTH(Vw)_(VW x CG x C„b)+(VWiNT X CG X Cub)= (820 plf x 0.92 x 1)+(630 plf x 0.92 x 1)= 1334 plf MIN.SHEARWALL SEGMENT LENGTH= 2.57 ft FULL HEIGHT SHEATHING PROVIDED(—'Li)= 15.97 ft PERCENT FULL HEIGHT SHEATHING= 63% MAX.UNRESTRAINED OPENING HEIGHT= 5 ft SHEAR ADJUSTMENT FACTOR(Co)= 0.804(TABLE 4.3.3.5,SDPWS) NUMBER OF SHEARWALLS(Ne„d)= 2 ADDITIONAL WALL WIND LOAD= 0 lbs WIND SHEARWALL REACTION(Rend1)=(LI x d-per+L1 x wl-per)/Nend+ADDITIONAL= Reod1=56.375 It x 309 plf+56.375 ft x 235 plf 12+0 lbs= 15334 lbs MIN.LENGTH SEGMENTED SHEARWALLS(Lsw)=Readi/V = 15334 lbs/1334 plf= 11.49 ft PERFORATED FULL HEIGHT SHEATHING LENGTH REQUIRED (ENDWALL)=Lsw/Co=11.49 ft/0.804= 14.3 ft PERFORATED FULL HEIGHT SHEATHING < PERFORATED FULL HEIGHT SHEATHING REQUIRED=14.3 ft PROVIDED=15.97 ft SHEARWALL OK FOR WIND ALL EXTERIOR SHEATHING TO BE BLOCKED UNO BARLOW ENGINEERING,P.C. 1916 QUAIL RIDGE RD, C:1Users\Elisha\Desidop\work files\220056\10374-SHEARCALCS.)ds RALEIGH,NC 27609 220056 30 SHEARWALL DESIGN OVERTURNING DUE TO UPLIFT: UPLIFT FORCE(UE2)= R-di x H = UE2= 15334 lbs x 9 ft = 10749 lbs Y Li x Co 15.97 ft x 0.804 HORIZONTAL SHEAR: V= Rend = 15334 lbs = 960 plf W 15.97 ft SHEATHING SUCTION CONNECTION PER ASCE 7(C&C PRESSURES) CHECK FASTENERS: 0.131 x 2"(MIN)NAIL PENETRATION ONTO MAIN MEMBER= 1.5 in W= 21 lbs/in x 1.5 in x 1.6= 50 lbs(WITHDRAWAL) FOR ROOF ZONE 4(FIELD): p= -31 plf(Vult)x 0.6= 19 psf(Vasd) SUCTION FORCE= 19 psf x 16 in O.C./12 in/ft= 25 plf 25 plf/50 lbs/FASTENER = 0.5 FASTENERS/ft= 24 in O.C. DIAPHRAGM SPACING: 12 in O.C. EXTERIOR WALL DIAPHRAGM FASTENING OKAY FOR SUCTION FASTENING USE 0.131 x 2"(MIN)NAIL AT 12 in O.C.(FIELD) FOR ROOF ZONE 5(EDGE): p= -37 plf(Vult)x 0.6= 22 psf(Vasd) SUCTION FORCE= 22 psf x 16 in O.C./12 in/ft= 29 pif 29 plf/50 lbs/FASTENER = 0.6 FASTENERS/ft= 20 in O.C. DIAPHRAGM SPACING: 2 in O.C. EXTERIOR WALL DIAPHRAGM FASTENING OKAY FOR SUCTION FASTENING USE 0.131 x 2"(MIN)NAIL AT 2 in O.C.(EDGE) SHEAR CONNECTIONS: RIMBAND TO BOTTOM/TOP PLATE/RIMBAND CONNECTION: CHECK FASTENERS: 8d(0.131"x 2.5')NAIL(1 1/2"SIDE) Z= 82 lbs x 1.6 x 0.83= 109 lbs(TOENAILED) 960 pif/109 lbs/FASTENER = 8.9 FASTENERS/ft= 1 in O.C. USE 8d(0.131"x 2.5")NAIL(1 1/2"SIDE)(TOENAILED)AT A MAXIMUM OF 1 in O.C. ALTERNATE: CHECK FASTENERS: 16d(0.162"x 3.5)NAIL(1 1/2"SIDE) Z= 120 lbs x 1.6 x 0.83= 159 lbs(TOENAILED) 960 plf/159 lbs/FASTENER = 6.1 FASTENERS/ft= 1 in O.C. USE 16d(0.162"x 3.5")NAIL(1 1/2'SIDE)(TOENAILED)AT A MAXIMUM OF 1 in O.C. ALTERNATE: CHECK FASTENERS: SIMPSON LTP4 PLATE(LONG SIDE DOWN) Z= 540 lbs 960 pif/540 Ibs/FASTENER = 1.8 FASTENERS/ft= 6 in O.C. USE SIMPSON LTP4 PLATE(LONG SIDE DOWN)AT A MAXIMUM OF 6 in O.C. SILL PLATE TO FOUNDATION CONNECTION: V= MAX ENDWALL SHEAR+L,x(3/4`FLS,)/2= V= 15334 lbs+56.375 ft x(3/4`235 plf)/2 20303 lbs CHECK FASTENERS: 1/2"DIA ANCHOR BOLT(2500 psi MIN fm,4.6 in MIN EMBEDMENT,2.2 in MIN EDGE DISTANCE) 1840 lbs(SHEAR) 20303 lbs/1840 lbs/FASTENER = 11.1 FASTENERS BOLT SPACING= (W-2)/(N-1)= (25.5ft-2)/(12-1)= 25 in 20303 lbs/1840 lbs/FASTENER = 11.1 FASTENERS USE 112'DIA ANCHOR BOLT(2500 psi MIN fm,4.6 in MIN EMBEDMENT,2.2 in MIN EDGE DISTANCE)AT A MAXIMUM OF 25 in O.C. ALTERNATE: CHECK FASTENERS: 5/8"DIA ANCHOR BOLT(2500 psi MIN fm,5.4 in MIN EMBEDMENT,2.7 in MIN EDGE DISTANCE) 2830 lbs(SHEAR) 20303 lbs/2830 lbs/FASTENER = 7.2 FASTENERS BOLTSPACING= (W-2)/(N-1)= (25.5ft-2)1(8-1)= 40 in 20303 lbs/2830 lbs/FASTENER = 7.2 FASTENERS USE 518"DIA ANCHOR BOLT(2500 psi MIN fm,5.4 in MIN EMBEDMENT,2.7 in MIN EDGE DISTANCE)AT A MAXIMUM OF 40 in O.C. BARLOW ENGINEERING,P.C. 1916 QUAIL RIDGE RD, CAUsem'ElishaNDesktop\work files'220056\10374-SHEARCALCS.As RALEIGH,NC 27609 220056 31 SHEARWALL DESIGN FIRST FLOOR HORIZONTAL FLOOR DIAPHRAGM CONTINUITY: MODULE TO MODULE CONNECTION AT FLOOR RIMBAND:(ALONG MATE LINE) (DEEP BEAM HORIZONTAL SHEAR) Vf=(apo./4)•L= 3/4 x 235 plf x 25.5 ft= 2248 lbs 2 2 CHECK FASTENERS: 1/2"DIA Gr.5 THROUGH BOLT(1 1/2"SIDE) Z= 410 lbs x 1.6 = 656 lbs 2248 lbs/656 lbs/FASTENER = 3.5 FASTENERS USE A MIN.OF(4)1/2"DIA Gr.5 THROUGH BOLT(1 1/2"SIDE)(SPACED A MAX.OF 42 in O.C.) BAND TO BAND ALONG MATING LINE(BLOCKING REQUIRED AT FASTENER LOCATIONS FOR FULL CONTACT) ALTERNATE: CHECK FASTENERS: 3/8"DIA LAG SCREW(1 1/2"SIDE) Z= 180 lbs x 1.6 x 0.83= 239 lbs(TOENAILED) 2248 lbs 1239 lbs/FASTENER = 9.5 FASTENERS USE A MIN.OF(10)3/8"DIA LAG SCREW(1 1/2"SIDE)(TOENAILED)(SPACED A MAX.OF 72 in O.C.) BAND TO BAND ALONG MATING LINE(BLOCKING REQUIRED AT FASTENER LOCATIONS FOR FULL CONTACT) MODULE TO MODULE CONNECTION AT FLOOR RIMBAND:(AT ENDWALLS) (CHORD FORCE CONTINUITY) T= F,.",,,•W,2 = 37 Of x 25.5 ft"2= 577 lbs 8•L2 8x56.375ft CHECK STRAP: 1 1/2"x 20 ga STRAP Z= 951 lbs 577 lbs /951 lbs/STRAP= 1 STRAPS CHECK FASTENERS: 8d(0.131"x 2.5")NAIL(20 ga SIDE) Z= 80 lbs x 1.6= 128 Ibs 577 Ibs/ 1 STRAP/128 Ibs/FASTENER= 2.3 FASTENERS 16 ga x 2.5 x 7/16"STAPLE(20 ga SIDE) Z= 54 Ibs x 1.6= 86 Ibs 577 lbs/ 1 STRAP 186 lbs/FASTENER= 3.4 FASTENERS USE A MINIMUM OF(1)1 1/2"x 20 ga STRAP ACROSS MATING LINE AT EACH ENDWALL WITH A MINIMUM OF(3)8d(0.131"x 2.5")NAIL(20 ga SIDE)EACH END OF EACH STRAP OR WITH A MINIMUM OF(4)16 ga x 2.5"x 7/16"STAPLE(20 ga SIDE)EACH END OF EACH STRAP ALTERNATE: CHECK STRAP: SIMPSON CS20 STRAP Z= 1030 Ibs OKAY CHECK STRAP FASTENERS: 14 0.131"x 2.5 NAILS Z= 74 Ibs/FASTENER 577 lbs/STUD/74 lbs/FASTENER= 7.8 FASTENERS OKAY FOR(1)SIMPSON CS20 STRAP WITH(8)0.131"x 2.5"NAILS ACROSS MATING LINE AT EACH ENDWALL ALTERNATE: 577 lbs /1235 lbs/STRAP= 1 STRAPS CHECK STRAP: SIMPSON LSTA9 STRAP Z= 635 lbs OKAY CHECK STRAP FASTENERS: 8 0.148"x 2.5"NAILS OKAY FOR(1)SIMPSON LSTA9 STRAP(S)WITH(8)0.148"x 2.5"NAILS ACROSS MATING LINE AT EACH ENDWALL BARLOW ENGINEERING,P.C. 1916 QUAIL RIDGE RD, C:\Usem0isha\Desktop\work files\220056\10374-SHEARCALCS.)ds RALEIGH,NC 27609 220056 32 SHEARWALL DESIGN FIRST FLOOR SIDEWALL#1 SHEATHING LENGTH REQUIREMENTS BEDROOM#1 SIDE FIRST FLOOR WIDTH(W1)= 25.5 ft FIRST FLOOR LENGTH(1-1)= 34.92 ft EXTERIOR SHEATHING:7/16"RATED SHEATHING(BLOCKED) INTERIOR SHEATHING: 1/2"GWB(UNBLOCKED) EXTERIOR FASTENER: 0.131 x2"(MIN)NAIL INTERIOR FASTENER: FASTENERS EXTERIOR FASTENER SPACING: 6 in O.C.(EDGE) INTERIOR FASTENER SPACING: 7 in O.C.(EDGE) 12 in O.C.(FIELD) 12 in O.C.(FIELD) WIND SHEARWALL STRENGTH(VW)= 335 plf SHEARWALL STRENGTH(VWINT)= 100 pff FRAMING SPECIFIC GRAVITY ADJ.FACTOR(CG)= 0.92 FRAMING SPECIFIC GRAVITY ADJ.FACTOR(CG)= 1 BLOCKING ADJ.FACTOR(Ceb)= 1 BLOCKING ADJ.FACTOR(C„b)= 1 ADJUSTED WIND SHEARWALL STRENGTH(V,N)_(VW x CG x Ceb)+(VWINT x CG x Ceb)= (335 plf x 0.92 x 1)+(100 plf x 1 x 1)= 408 plf MIN.SHEARWALL SEGMENT LENGTH= 2.57 ft FULL HEIGHT SHEATHING PROVIDED(-'L.,)= 20.625 ft PERCENT FULL HEIGHT SHEATHING= 59% MAX.UNRESTRAINED OPENING HEIGHT= 9 ft SHEAR ADJUSTMENT FACTOR(Co)= 0.554(TABLE 4.3.3.5,SDPWS) NUMBER OF SHEARWALLS(Nand)= 2 ADDITIONAL WALL WIND LOAD= 0 lbs WIND SHEARWALL REACTION(Ra"d1)=(Wt x d-pera+W1 x WFpara)/Nend+ADDITIONAL= Read1=25.5 ft x 37 plf+25.5 ft x 37 plf/2+0 lbs= 944 lbs MIN.LENGTH SEGMENTED SHEARWALLS(Ls,H)=Reed1/V = 944 lbs/408 plf= 2.31 ft PERFORATED FULL HEIGHT SHEATHING LENGTH REQUIRED (ENDWALL)=LsW/Co=2.31 ft/0.554= 4.17 ft PERFORATED FULL HEIGHT SHEATHING < PERFORATED FULL HEIGHT SHEATHING REQUIRED=4.17 ft PROVIDED=20.63 ft SHEARWALL OK FOR WIND ALL EXTERIOR SHEATHING TO BE BLOCKED LINO OVERTURNING DUE TO UPLIFT: UPLIFT FORCE(UE2)= Re,di x H = UE2=944 lbs x 9 ft = 744 lbs Li x Co 20.625 ft x 0.554 HORIZONTAL SHEAR: V= Rend = 944 lbs = 46 plf L 20.625 ft BARLOW ENGINEERING,P.C. 1916 QUAIL RIDGE RD, C:\Usem\Elisha\Desklop\work files1220056\10374-SHEARCALCS.xIs RALEIGH,NC 27609 220056 33 SHEARWALL DESIGN SHEATHING SUCTION CONNECTION PER ASCE 7(C&C PRESSURES) CHECK FASTENERS: 0.131 x 2"(MIN)NAIL PENETRATION ONTO MAIN MEMBER= 1.5 in W= 21 lbs/in x 1.5 in x 1.6= 50 lbs(WITHDRAWAL) FOR ROOF ZONE 4(FIELD): p= -31 pif(Vult)x 0.6= 19 psf(Vasd) SUCTION FORCE= 19 psf x 16 in O.C./12 in/ft= 25 plf 25 plf 150 lbs/FASTENER = 0.5 FASTENERS/ft= 24 in O.C. DIAPHRAGM SPACING: 12 in O.C. EXTERIOR WALL DIAPHRAGM FASTENING OKAY FOR SUCTION FASTENING USE 0.131 x 2"(MIN)NAIL AT 12 in O.C.(FIELD) FOR ROOF ZONE 5(EDGE): p= -37 plf(Vult)x 0.6= 22Ipsf(Vasd) SUCTION FORCE= 22 psf x 16 in O.C./12 in/ft= 29 plf 29 plf/50 lbs/FASTENER = 0.6 FASTENERS/ft= 20 in O.C. DIAPHRAGM SPACING: 6 in O.C. EXTERIOR WALL DIAPHRAGM FASTENING OKAY FOR SUCTION FASTENING USE 0.131 x 2"(MIN)NAIL AT 6 in O.C.(EDGE) SHEAR CONNECTIONS: RIMBAND SILL PLATE CONNECTION: CHECK FASTENERS: 8d(0.131"x 2.5)NAIL(1 1/2"SIDE) Z= 82 lbs x 1.6 x 0.83= 109 lbs(TOENAILED) 46 plf/109 lbs/FASTENER = 0.5 FASTENERS/ft= 16 in O.C. USE 8d(0.131"x 2.5")NAIL(1 1/2"SIDE)(TOENAILED)AT A MAXIMUM OF 16 in O.C. ALTERNATE: CHECK FASTENERS: 16d(0.162"x 3.5)NAIL(1 1/2"SIDE) Z= 120 lbs x 1.6 x 0.83= 159 lbs(TOENAILED) 46 plf/159 lbs/FASTENER = 0.3 FASTENERS/ft= 16 in O.C. USE 16d(0.162"x 3.5")NAIL(1 1/2"SIDE)(TOENAILED)AT A MAXIMUM OF 16 in O.C. ALTERNATE: CHECK FASTENERS: SIMPSON LTP4 PLATE(LONG SIDE DOWN) Z= 540 lbs 46 plf 1540 lbs/FASTENER = 0.1 FASTENERS/ft= 120 in O.C. USE SIMPSON LTP4 PLATE(LONG SIDE DOWN)AT 120 in O.C. SILL PLATE TO FOUNDATION CONNECTION: V= MAX ENDWALL SHEAR+\/\/1 x(3/4'Fl-kw)/2= V= 944 lbs+25.5 ft x(3/4•235 plf)/2 3192 lbs CHECK FASTENERS: 1/2"DIA ANCHOR BOLT(2500 psi MIN fm,4.6 in MIN EMBEDMENT,2.2 in MIN EDGE DISTANCE) 1840 lbs(SHEAR) 3192 lbs/1840 lbs/FASTENER = 1.8 FASTENERS BOLTSPACING= (W-2)/(N-1)= (25.5ft-2)/(2-1)= 72 in 3192 lbs 11840 lbs/FASTENER = 1.8 FASTENERS USE 1/2"DIA ANCHOR BOLT(2500 psi MIN fm,4.6 in MIN EMBEDMENT,2.2 in MIN EDGE DISTANCE)AT A MAXIMUM OF 72 in O.C. ALTERNATE: CHECK FASTENERS: 5/8"DIA ANCHOR BOLT(2500 psi MIN fm,5.4 in MIN EMBEDMENT,2.7 in MIN EDGE DISTANCE) 2830 lbs(SHEAR) 3192 lbs/2830 lbs/FASTENER = 1.2 FASTENERS BOLTSPACING= (W-2)/(N-1)= (25.5ft-2)/(2-1)= 72 in 3192 lbs/2830 lbs/FASTENER = 1.2 FASTENERS USE 5/8"DIA ANCHOR BOLT(2500 psi MIN fm,5.4 in MIN EMBEDMENT,2.7 in MIN EDGE DISTANCE)AT A MAXIMUM OF 72 in O.C. BARLOW ENGINEERING,P.C. 1916 QUAIL RIDGE RD, C:\Usere\Elishe\Desktop\work files\220056\10374-SHEARCALCS.>ds RALEIGH,NC 27609 220056 34 SHEARWALL DESIGN FIRST FLOOR SIDEWALL#2 SHEATHING LENGTH REQUIREMENTS BEDROOM#2/LIVING ROOM SIDE FIRST FLOOR WIDTH(W1)= 25.5 ft FIRST FLOOR LENGTH(1-1)= 45.67 ft EXTERIOR SHEATHING:7/16"RATED SHEATHING(BLOCKED) INTERIOR SHEATHING: 1/2"GWB(UNBLOCKED) EXTERIOR FASTENER: 0.131 x2"(MIN)NAIL INTERIOR FASTENER: FASTENERS EXTERIOR FASTENER SPACING: 6 in O.C.(EDGE) INTERIOR FASTENER SPACING: 7 in O.C.(EDGE) 12 in O.C.(FIELD) 12 in O.C.(FIELD) WIND SHEARWALL STRENGTH(VW)= 335 plf SHEARWALL STRENGTH(VwiNT)= 100 plf FRAMING SPECIFIC GRAVITY ADJ.FACTOR(CG)= 0.92 FRAMING SPECIFIC GRAVITY ADJ.FACTOR(CG)= 1 BLOCKING ADJ.FACTOR(C.b)= 1 BLOCKING ADJ.FACTOR(C.b)= 1 ADJUSTED WIND SHEARWALL STRENGTH(V,A)_(VW x CG x C.b)+(VWINT x CG x C.b)_ (335 plf x 0.92 x 1)+(100 plf x 1 x 1)= 408 plf MIN.SHEARWALL SEGMENT LENGTH= 2.57 ft FULL HEIGHT SHEATHING PROVIDED(—''Li)= 24.6 ft PERCENT FULL HEIGHT SHEATHING= 54% MAX.UNRESTRAINED OPENING HEIGHT= 9 ft SHEAR ADJUSTMENT FACTOR(Co)= 0.524(TABLE 4.3.3.5,SDPWS) NUMBER OF SHEARWALLS(Nand)= 2 ADDITIONAL WALL WIND LOAD= 0 lbs WIND SHEARWALL REACTION(Rend1)=(W1 x rl-pam+W1 x WI para)/Nand+ADDITIONAL= Rand1=25.5 ft X 37 plf+25.5 ft x 37 plf/2+0 lbs= 944 lbs MIN.LENGTH SEGMENTED SHEARWALLS(Law)=Rendl IV = 944 lbs 1408 plf= 2.31 ft PERFORATED FULL HEIGHT SHEATHING LENGTH REQUIRED (ENDWALL)=LsW/CO=2.31 It/0.524= 4.41 ft PERFORATED FULL HEIGHT SHEATHING < PERFORATED FULL HEIGHT SHEATHING REQUIRED=4.41 ft PROVIDED=24.6 ft SHEARWALL OK FOR WIND ALL EXTERIOR SHEATHING TO BE BLOCKED UNO BARLOW ENGINEERING,P.C. 1916 QUAIL RIDGE RD, C:\Users\Elisha\Desklop\work files\220056\10374-SHEARCALCS.)ds RALEIGH,NC 27609 220056 35 SHEARWALL DESIGN OVERTURNING DUE TO UPLIFT: UPLIFT FORCE(UE2)= Rendt X H = UE2=944 lbs X 9 ft = 660 lbs �LixCo 24.6ftx0.524 HORIZONTAL SHEAR: V= Rend = 944 lbs = 38 plf W 24.6 ft SHEATHING SUCTION CONNECTION PER ASCE 7(C&C PRESSURES) CHECK FASTENERS: 7/16"RATED SHEATHING(BLOCKED) PENETRATION ONTO MAIN MEMBER= 1.5 in W= 21 lbs/in x 1.5 in x 1.6= 50 lbs(WITHDRAWAL) FOR ROOF ZONE 4(FIELD): p= -31 pff(Vult)x 0.6= 19 psf(Vasd) SUCTION FORCE= 19 psf x 16 in O.C./12 in/ft= E77725 pff 25 pff/50 lbs/FASTENER = 0.5 FASTENERS/ft= 24 in O.C. DIAPHRAGM SPACING: 12 in O.C. EXTERIOR WALL DIAPHRAGM FASTENING OKAY FOR SUCTION FASTENING USE 7/16"RATED SHEATHING(BLOCKED)AT 12 in O.C.(FIELD) FOR ROOF ZONE 5(EDGE): p= -37 pff(Vult)x 0.6= 22 psf(Vasd) SUCTION FORCE= 22 psf x 16 in O.C./12 in/ft= 1 29 pif 29 pff/50 lbs/FASTENER = 0.6 FASTENERS/ft= 20 in O.C. DIAPHRAGM SPACING: 6 in O.C. EXTERIOR WALL DIAPHRAGM FASTENING OKAY FOR SUCTION FASTENING USE 7116"RATED SHEATHING(BLOCKED)AT 6 in O.C.(EDGE) SHEAR CONNECTIONS: RIMBAND TO BOTTOM/TOP PLATE/RIMBAND CONNECTION: CHECK FASTENERS: 8d(0.131"x 2.5")NAIL(1 1/2"SIDE) Z= 82 lbs x 1.6 x 0.83= 109 lbs(TOENAILED) 38 plf/109 lbs/FASTENER = 0.4 FASTENERS/ft= 16 in O.C. USE 8d(0.131"x 2.5")NAIL(1 1/2"SIDE)(TOENAILED)AT A MAXIMUM OF 16 in O.C. ALTERNATE: CHECK FASTENERS: 16d(0.162"x 3.5")NAIL(1 1/2"SIDE) Z= 120 lbs x 1.6 x 0.83= 159 lbs(TOENAILED) 38 plf/159 lbs/FASTENER = 0.3 FASTENERS/ft= 16 in O.C. USE 16d(0.162'x 3.5")NAIL(11/2"SIDE)(TOENAILED)AT A MAXIMUM OF 16 in O.C. ALTERNATE: CHECK FASTENERS: SIMPSON LTP4 PLATE(LONG SIDE DOWN) Z= 540 lbs 38 plf/540 lbs/FASTENER = 0.1 FASTENERS/ft= 120 in O.C. USE SIMPSON LTP4 PLATE(LONG SIDE DOWN)AT 120 in O.C. SILL PLATE TO FOUNDATION CONNECTION: V= MAX ENDWALL SHEAR+W1 X(3/4`FLEper)/2= V= 944 lbs+25.5 ft x(3/4'235 pff)/2 3192 lbs CHECK FASTENERS: 1/2"DIA ANCHOR BOLT(2500 psi MIN fm,4.6 in MIN EMBEDMENT,2.2 in MIN EDGE DISTANCE) 1840 lbs(SHEAR) 3192 lbs/1840 lbs/FASTENER = 1.8 FASTENERS BOLTSPACING= (W-2)/(N-1)= (25.5ft-2)/(2-1)= 72 in 3192 lbs/1840 lbs/FASTENER = 1.8 FASTENERS USE 1/2'DIA ANCHOR BOLT(2500 psi MIN fm,4.6 in MIN EMBEDMENT,2.2 in MIN EDGE DISTANCE)AT A MAXIMUM OF 72 in O.C. ALTERNATE: CHECK FASTENERS: 5/8"DIA ANCHOR BOLT(2500 psi MIN fm,5.4 in MIN EMBEDMENT,2.7 in MIN EDGE DISTANCE) 2830 lbs(SHEAR) 3192 lbs/2830 lbs/FASTENER = 1.2 FASTENERS BOLT SPACING= (W-2)/(N-1)_ (25.5 ft-2)/(2-1)= 72 in 3192 lbs/2830 lbs/FASTENER = 1.2 FASTENERS USE 5/8"DIA ANCHOR BOLT(2500 psi MIN fm,5.4 in MIN EMBEDMENT,2.7 in MIN EDGE DISTANCE)AT A MAXIMUM OF 72 in O.C. BARLOW ENGINEERING,P.C. 1916 QUAIL RIDGE RD, CAUsem\Elisha\Desktop\work files\220056\10374-SHEARCALCS.xis RALEIGH,NC 27609 220056 36 SHEARWALL DESIGN COMBINED CORNER HOLDDOWN REQUIREMENTS UPLIFT FORCES:(SEE ABOVE FOR CALCULATIONS) 1st FLOOR ENDWALL#1 END REACTION(RendE1)= 10133 lbs 1st FLOOR ENDWALL#2 END REACTION(RendE2)= 10749 lbs 1st FLOOR SIDEWALL#1 END REACTION(RendS1)= 744 lbs 1st FLOOR SIDEWALL#2 END REACTION(RendS2)= 660 lbs DEAD LOADS: FIRST FLOOR WIDTH(W1)= 25.5 ft(MAX: 4 x CEILING HEIGHT) FIRST FLOOR LENGTH(L1)= 36 ft(MAX: 4 x CEILING HEIGHT) FIRST FLOOR HEIGHT(1-11)= 9 ft ROOF&CEILING ASSEMBLY DEAD LOAD(RDL)= 15 psf WALL DEAD LOAD(WDL)= 12 psf FLOOR DEAD LOAD(FDL)= 10 psf BARLOW ENGINEERING,P.C. 1916 QUAIL RIDGE RD, C:\Users\Elisha\Desktop\work files\220056\10374SHEARCALCS.)ds RALEIGH,NC 27609 220056 37 SHEARWALL DESIGN FIRST FLOOR CORNER HOLD DOWN CONNECTIONS FIRST FLOOR ENDWALL#1/SIDEWALL#1 CORNER: FIRST FLOOR ENDWALL#1/SIDEWALL#1 CORNER:UPLIFT LOADS: 1st FLOOR ENDWALL#1 END REACTION(RendE1)= 10133 lbs 1st FLOOR SIDEWALL#1 END REACTION(RendS1)= 744 lbs 1st FLOOR ENDWALL#11 SIDEWALL#1 CORNER DEAD LOADS: ROOF DEAD LOAD= 0.6 x FDL x W2 x L2/8= 0.6x10psf x25.5ftx36ft/8= 689 lbs ENDWALL WALL DEAD LOAD= 0.6 x(WDL x H1 x W1/2)= 0.6 x 12 psf x 9 ft x 25.5 ft/2= 826 lbs SIDEWALL WALL DEAD LOAD= 0.6 x(WDL x H1 x L1/2)= 0.6 x 12 psf x 9 ft x 36 ft/2= 1166 lbs TOTAL DEAD LOAD= 2681 lbs UPLIFT FORCE= MAX Rend-SELF WEIGHT= 10133 lbs-2681 lbs= 7452 lbs HOLDDOWN FORCE= 7452 lbs DOWNWARD FORCE= MAX Rend+SELF WEIGHT=-SELF WEIGHT= DOWNWARD FORCE= 12814 lbs CHECK STRAP: SIMPSON HD9B w/(3)STUDS Z= 8430 lbs 8430 lbs > 7452 lbs OKAY OKAY FOR A SIMPSON HD9B w/(3)STUDS CHECK STUDS: FOR SIMPSON HD9B w/(3)STUDS A MINIMUM OF 3 STUD(S)ARE REQUIRED 7452 lbs TENSION = 2 STUD(S)ARE REQUIRED 3780 lbs ALLOWABLE/STUD CORNER STUD CONNECTION: CORNER STUD CONNECTION LOAD= MAX.OF WALL DEAD LOADS OR UPLIFT= 7452 lbs CHECK FASTENERS: 8d(0.131"x 2.5')NAIL(1 1/2"SIDE) Z= 82 lbs x 1.6 = 131 lbs 7452 lbs/131 lbs/FASTENER/ 2 ROWS = 28.5 ROWS= 7 in O.C. USE(2)ROWS OF 8d(0.131"x 2.5")NAIL(1 112"SIDE)PLY-TO-PLY AT 7 in O.C. ALTERNATE: CHECK FASTENERS: 16d(0.162"x 3.5")NAIL(1 1/2"SIDE) Z= 120 lbs x 1.6 = 192 lbs 7452 pif/192 lbs/FASTENER/ 2 ROWS = 19.5 ROWS= 10 in O.C. USE(2)ROWS OF 16d(0.162"x 3.5")NAIL(1 112"SIDE)PLY-TO-PLY AT 10 in O.C. ALTERNATE: CHECK FASTENERS: 3/8"DIA LAG SCREW(1 1/2"SIDE) Z= 180 lbs x 1.6 = 288 lbs 7452 plf/288 lbs/FASTENER/ 2 ROWS = 13 ROWS= 15 in O.C. USE(2)ROWS OF 318"DIA LAG SCREW(1 1/2"SIDE)PLY-TO-PLY AT 16 in O.C. BARLOW ENGINEERING,P.C. 1916 QUAIL RIDGE RD, CAUsem0isha\Desktop\work files\220056\10374,SHEARCALCS.xis RALEIGH,NC 27609 220056 38 SHEARWALL DESIGN FIRST FLOOR ENDWALL#1/SIDEWALL#2 CORNER: FIRST FLOOR ENDWALL#1/SIDEWALL#2 CORNER:UPLIFT LOADS: 1st FLOOR ENDWALL#1 END REACTION(RendE1)= 10133 lbs 1st FLOOR SIDEWALL#2 END REACTION(RendS2)= 660 Ibs 1st FLOOR ENDWALL#1/SIDEWALL#1 CORNER DEAD LOADS: ROOF DEAD LOAD= 0.6 x FDL x W2 x L2/8= 0.6x10psf x25.5ftx36ft/8= 689 lbs ENDWALL WALL DEAD LOAD= 0.6 x(WDL x H1 x W1/2)= 0.6 x 12 psf x 9 ft x 25.5 ft/2= 826 lbs SIDEWALL WALL DEAD LOAD= 0.6 x(WDL x H1 x L1/2)= 0.6 x 12 psf x 9 ft x 36 ft/2= 1166 lbs TOTAL DEAD LOAD= 2681 Ibs UPLIFT FORCE= MAX Rend-SELF WEIGHT= 10133 Ibs-2681 Ibs= 7452 lbs HOLDDOWN FORCE= 7452 lbs DOWNWARD FORCE= MAX Rend+SELF WEIGHT=-SELF WEIGHT= DOWNWARD FORCE= 12814 Ibs CHECK STRAP: SIMPSON HD9B w/(3)STUDS Z= 8430 lbs 8430 lbs > 7452 Ibs OKAY OKAY FOR A SIMPSON HD91B wl(3)STUDS CHECK STUDS: FOR SIMPSON HD9B w/(3)STUDS A MINIMUM OF 3 STUD(S)ARE REQUIRED 7452 lbs TENSION = 2 STUD(S)ARE REQUIRED 3780 lbs ALLOWABLE/STUD CORNER STUD CONNECTION: CORNER STUD CONNECTION LOAD= MAX.OF WALL DEAD LOADS OR UPLIFT= 7452 lbs CHECK FASTENERS: 8d(0.131"x 2.5')NAIL(1 1/2"SIDE) Z= 82 Ibs x 1.6 = 131 Ibs 7452 Ibs/131 Ibs/FASTENER/ 2 ROWS = 28.5 ROWS= 7 in O.C. USE(2)ROWS OF 8d(0.131"x 2.5")NAIL(1 112"SIDE)PLY-TO-PLY AT 7 in O.C. ALTERNATE: CHECK FASTENERS: 16d(0.162"x 3.5')NAIL(1 1/2"SIDE) Z= 120 lbs x 1:6 = 192 Ibs 7452 plf/192 lbs/FASTENER/ 2 ROWS = 19.5 ROWS= 10 in O.C. USE(2)ROWS OF 16d(0.162"x 3.5")NAIL(1 1/2"SIDE)PLY-TO-PLY AT 10 in O.C. ALTERNATE: CHECK FASTENERS: 3/8"DIA LAG SCREW(1 1/2"SIDE) Z= 180 Ibs x 1.6 = 288 lbs 7452 plf/288 lbs/FASTENER/ 2 ROWS = 13 ROWS= 15 in O.C. USE(2)ROWS OF 318"DIA LAG SCREW(1 1/2"SIDE)PLY-TO-PLY AT 15 in O.C. BARLOW ENGINEERING,P.C. 1916 QUAIL RIDGE RD, CAUsers\Elisha\Desktop\work files\220056\10374SHEARCALCS.xIs RALEIGH,NC 27609 220056 39 SHEARWALL DESIGN FIRST FLOOR SIDEWALL#1 AT OPENING: FIRST FLOOR SIDEWALL#1 AT OPENING:UPLIFT LOADS: 1st FLOOR SIDEWALL#1 END REACTION(RendS1)= 744 lbs 1st FLOOR ENDWALL#1/SIDEWALL#1 CORNER DEAD LOADS: ROOF DEAD LOAD= ENDWALL WALL DEAD LOAD= SIDEWALL WALL DEAD LOAD= 0.6 x(WDL x H1 x L1/2)= 0.6 x 12 psf x 9 it x 36 ft/2= 1166 lbs TOTAL DEAD LOAD= 1166 lbs UPLIFT FORCE= MAX Rend-SELF WEIGHT= 744 lbs-1166 lbs= -422 lbs HOLDDOWN FORCE= 0 lbs DOWNWARD FORCE= MAX Rend+SELF WEIGHT=-SELF WEIGHT= DOWNWARD FORCE= 1910 lbs CHECK STRAP: N/A Z= N/A lbs N/A lbs N/A 0 lbs NIA NO PHYSICAL HOLDDOWN REQUIRED CHECK STUDS: FOR N/A A MINIMUM OF N/A STUD(S)ARE REQUIRED 0 lbs TENSION = 0 STUD(S)ARE REQUIRED 3780 lbs ALLOWABLE/STUD CORNER STUD CONNECTION: CORNER STUD CONNECTION LOAD= MAX.OF WALL DEAD LOADS OR UPLIFT= 1166 lbs CHECK FASTENERS: 8d(0.131"x 2.5")NAIL(1 1/2"SIDE) Z= 82 lbs x 1.6 = 131 lbs 1166 lbs/131 lbs/FASTENER/ 2 ROWS = 4.5 ROWS= 39 in O.C. USE(2)ROWS OF 8d(0.131"x 2.5")NAIL(1 1/2"SIDE)PLY-TO-PLY AT 16 in O.C. ALTERNATE: CHECK FASTENERS: 16d(0.162"x 3.5')NAIL(1 1/2"SIDE) Z= 120 lbs x 1.6 = 192 lbs 1166 plf 1192 lbs/FASTENER/ 2 ROWS = 3.1 ROWS= 48 in O.C. USE(2)ROWS OF 16d(0.162'x 3.5")NAIL(1 112"SIDE)PLY-TO-PLY AT 16 in O.C. ALTERNATE: CHECK FASTENERS: 3/8"DIA LAG SCREW(1 1/2"SIDE) Z= 180 lbs x 1.6 = 288 lbs 1166 plf/288 lbs/FASTENER/ 2 ROWS = 2.1 ROWS= 64 in O.C. USE(2)ROWS OF 318"DIA LAG SCREW(1 112"SIDE)PLY-TO-PLY AT 32 in O.C. BARLOW ENGINEERING,P.C. 1916 QUAIL RIDGE RD, C:\Usem\Elisha\Deskrop\work files\220056\10374-SHEARCALCS.)ds RALEIGH,NC 27609 220056 40 SHEARWALL DESIGN FIRST FLOOR SIDEWALL#2 AT OPENING: FIRST FLOOR SIDEWALL#2 AT OPENING:UPLIFT LOADS: 1st FLOOR SIDEWALL#2 END REACTION(RendS2)= 660 lbs 1st FLOOR ENDWALL#1/SIDEWALL#1 CORNER DEAD LOADS: )ROOF DEAD LOAD= ENDWALL WALL DEAD LOAD= SIDEWALL WALL DEAD LOAD= 0.6 x(WDL x H1 x L1/2)= 0.6 x 12 psf x 9 ft x 36 ft 12= 1166 lbs TOTAL DEAD LOAD= 1166 lbs UPLIFT FORCE= MAX Rend-SELF WEIGHT= 660 lbs-1166 lbs= -506 lbs HOLDDOWN FORCE= 0 lbs DOWNWARD FORCE= MAX Rend+SELF WEIGHT=-SELF WEIGHT= DOWNWARD FORCE= 1826 lbs CHECK STRAP: N/A Z= N/A lbs N/A lbs N/A 0 lbs NIA NO PHYSICAL HOLDDOWN REQUIRED CHECK STUDS: FOR N/A A MINIMUM OF N/A STUD(S)ARE REQUIRED 0 lbs TENSION = 0 STUD(S)ARE REQUIRED 3780 lbs ALLOWABLE/STUD CORNER STUD CONNECTION: CORNER STUD CONNECTION LOAD= MAX.OF WALL DEAD LOADS OR UPLIFT= 1166 lbs CHECK FASTENERS: 8d(0.131"x 2.5)NAIL(1 1/2"SIDE) Z= 82 lbs x 1.6 = 131 lbs 1166 lbs/131 lbs/FASTENER/ 2 ROWS = 4.5 ROWS= 39 in O.C. USE(2)ROWS OF 8d(0.131"x 2.5")NAIL(1 1/2"SIDE)PLY-TO-PLY AT 16 in O.C. ALTERNATE: CHECK FASTENERS: 16d(0.162"x 3.5)NAIL(1 1/2"SIDE) Z= 120 lbs x 1.6 = 192 lbs 1166 plf 1192 lbs/FASTENER/ 2 ROWS = 3.1 ROWS= 48 in O.C. USE(2)ROWS OF 16d(0.162"x 3.5")NAIL(1 112"SIDE)PLY-TO-PLY AT 16 in O.C. ALTERNATE: CHECK FASTENERS: 3/8"DIA LAG SCREW(1 1/2"SIDE) Z= 180 lbs x 1.6 = 288 lbs 1166 plf/288 lbs/FASTENER/ 2 ROWS = 2.1 ROWS= 64 in O.C. USE(2)ROWS OF 3/8"DIA LAG SCREW(1 1/2"SIDE)PLY-TO-PLY AT 32 in O.C. BARLOW ENGINEERING,P.C. 1916 QUAIL RIDGE RD, C:\Usem\Elisha\Desktop\work files\220056\10374-SHEARCALCS.tds RALEIGH,NC 27609 220056 41 SHEARWALL DESIGN FIRST FLOOR ENDWALL#2 ENDS: FIRST FLOOR ENDWALL#2 ENDS:UPLIFT LOADS: 1st FLOOR ENDWALL#2 END REACTION(RendE2)= 10749 lbs 1st FLOOR ENDWALL#1/SIDEWALL#1 CORNER DEAD LOADS: ROOF DEAD LOAD= ENDWALL WALL DEAD LOAD= 0.6 x(WDL x H1 x W1/2)= 0.6 x 12 psf x 9 ft x 25.5 ft 12= 826 lbs SIDEWALL WALL DEAD LOAD= TOTAL DEAD LOAD= 826 lbs UPLIFT FORCE= MAX Rend-SELF WEIGHT= 10749 lbs-826 lbs= 9923 lbs HOLDDOWN FORCE= 9923 lbs DOWNWARD FORCE= MAX Rend+SELF WEIGHT=-SELF WEIGHT= DOWNWARD FORCE= 11575 lbs CHECK STRAP: SIMPSON HD12 w/(4)STUDS w/1 1/8"ANCHOR I Z= 12690 lbs 12690 lbs > 9923 lbs OKAY OKAY FOR A SIMPSON HD12 w/(4)STUDS w/1 1/8"ANCHOR BOLT CHECK STUDS: ON HD12 w/(4)STUDS w/1 1/8"ANCHOR BOLT A MINIMUM OF 4 STUD(S)ARE REQUIRED 9923 lbs TENSION = 3 STUD(S)ARE REQUIRED 3780 Ibs ALLOWABLE/STUD CORNER STUD CONNECTION: CORNER STUD CONNECTION LOAD= MAX.OF WALL DEAD LOADS OR UPLIFT= 9923 lbs CHECK FASTENERS: 8d(0.131"x 2.5")NAIL(1 1/2"SIDE) Z= 82 lbs x 1.6 = 131 lbs 9923 lbs/131 lbs/FASTENER/ 2 ROWS = 37.9 ROWS= 6 in O.C. USE(2)ROWS OF 8d(0.131"x 2.5")NAIL(1 1/2"SIDE)PLY-TO-PLY AT 6 in O.C. ALTERNATE: CHECK FASTENERS: 16d(0.162"x 3.5")NAIL(1 1/2"SIDE) Z= 120 lbs x 1.6 = 192 lbs 9923 plf/192 lbs/FASTENER/ 2 ROWS = 25.9 ROWS= 8 in O.C. USE(2)ROWS OF 16d(0.162"x 3.6")NAIL(1 1/2"SIDE)PLY-TO-PLY AT 8 in O.C. ALTERNATE: CHECK FASTENERS: 3/8"DIA LAG SCREW(1 1/2"SIDE) Z= 180 lbs x 1.6 = 288 lbs 9923 plf 1288 lbs/FASTENER/ 2 ROWS = 17.3 ROWS= 11 in O.C. USE(2)ROWS OF 3/8"DIA LAG SCREW(1 112"SIDE)PLY-TO-PLY AT 11 in O.C. BARLOW ENGINEERING,P.C. 1916 QUAIL RIDGE RD, C:\Users\Elisha\Desktop\work files\220056\10374-SHEARCALCS.xIs RALEIGH,NC 27609 220056 42 Section 3 ADDITIONAL CALCULATIONS AND MARKUPS cl 04/13/22 220056 43 EXISTING STRUCTURE SIDEWALL #1 7452 lbs UP s'-zj" NO UPLIFT 12814 lbs DOWN 1910 lbs DOWN 9923 lbs UP 11575 lbs DOWN o $ a a uo J ILI a frl J Z Q O 22'-5" 1 5 > D Zr w25' r i a a NO UPLIFT 7452 lbs UP 1826 lbs DOW 12814 lbs DOWN SIDEWALL #2 9923 Ibs UP 11575 lbs DOWN 220056 44 TR8-22-5 LEGACY CUSTOM MODULAR HOMES 1'-11 4" 10 1 5'-5Z" 11'-24" 8 5'-2 ,. 4'-2 5 12 13 14 1 2 49 3 4 t' + 17'-22 l 22'-5" TRUSS NO.:TR8-22-5 GROUND SNOW LOAD(psf): 20 TC DL(psf): 10 JOB NO.:220056 TRUSS SPACING(in O.C.): 16 BC DL(psf): 10 PITCH:8112 BALANCED SNOW LOAD(psf): 20.4 BC LL(psf): 10 WHERE h<42" SPAN:22'-5" UNBALANCED SNOW LOAD(psf): N/A 20 WHERE h z 42" OPPOSITE SIDE UNB.SNOW LOAD(psf): N/A 20 BETWEEN KNEEWALLS UNBALANCED SNOW LOAD LENGTH(ft): N/A MINIMUM ROOF LIVE LOAD(psf):1 20 WIND SPEED(mph)(Vult): 135 WIND SPEED(mph)(Vasd): 105 MEMBER INFORMATION: 20 psf MAXIMUM GRAVITY REACTIONS(lbs): GSL SIZE& MAXIMUM DEFLECTION N1 DEAD LOAD 320 MEMBER SPECIES CSI (in) l/ TOTALLOAD 658 BOTTOM CHOW 1-4 2X8 SP#2 0.608 0.051 2647 MIN.BEARING LENGTH(in) 1151.36 TOP CHORD 5-7&10-12 2X6 SPF#2 0.93 0.286 566 N3 DEAD LOAD 72 8-9 2X4 SP#2 0,182 TOTALLOAD 161 KNEE WALLS 13-14 2X4 SP#2 0.085 - - MIN.BEARING LENGTH(in) 281.71 COLLAR TIE 15 2X4 SP 42 0.436 0.001 0 N4 DEAD LOAD 72 TOTALLOAD 161 MIN.BEARING LENGTH(in) 281.71 N6 DEAD LOAD 320 NOTES: TOTALLOAD 658 1.LOAD DERIVATIONS AND COMBINATIONS ARE PER ASCE 7-16. MIN.BEARING LENGTH(in) 1151.36 2.UNBALANCED SNOW HAS NOT BEEN CONSIDERED IN THIS DESIGN DUE TO PITCH. 105 mph 3.SNOW LOADS USE EXPOSURE FACTOR=1,THERMAL FACTOR=1.1,IMPORTANCE FACTOR=1. WIND REACTIONS(Ibs1: ASD 4.THIS TRUSS HAS BEEN DESIGNED WITH THE MINIMUM ROOF LIVE LOAD AND THE N1 MWFRS VERT. -71 CALCULATED SNOW LOADING APPLIED AS SEPARATE LOAD CASES AND COMBINATIONS. MWFRS LAT. 180 5.WIND PRESSURES ARE FOR EXPOSURE CATEGORY D,RISK CATEGORY II, C&C -418 33 ft MEAN ROOF HEIGHT,ENCLOSED BUILDING,MWFRS ENVELOPE PROCEDURE. N3 MWFRS VERT. -64 6.THIS TRUSS HAS BEEN DESIGNED USING ALLOWABLE STRESS DESIGN AND THE MWFRS IAT. 0 WIND LOADS HAVE BEEN CALCULATED USING THE Vasd WIND SPEED. C&C -126 7.THE TRUSS DEAD LOAD HAS BEEN REDUCED FOR WIND LOADING. N4 MWFRS VERT. -63 8.THIS TRUSS HAS BEEN DESIGNED TO BE INSTALLED AND LOADED VERTICALLY. MWFRS LAT. 0 9.CONSTRUCTION AND LIFTING LOADS HAVE NOT BEEN CONSIDERED IN THIS DESIGN. C&C -126 10.TRUSS BRACING IS ASSUMED SHEATHING ON BOTTOM AND TOP CHORDS. N6 MWFRS VERT. -72 11.ADDITIONAL PERAMENT BRACING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. MWFRS LAT. 0 C&C -418 /v BARLOW ENGINEERING,P.C. 1916 QUAIL RIDGE RD. C:\Users\Elisha\Desktop\work files\2200561TR&22-5-RE.)ls 04/13/22 RALEIGH,NC 1609 RC 1 TR8-22-5 LEGACY CUSTOM MODULAR HOMES TRUSS NO.:TR8-22-5 GROUND SNOW LOAD(psf): 20 CA} JOB NO.:220056 WIND SPEED(mph)(Vasd): PITCH:8112 TRUSS SPACING(in O.C.): i6 SPAN:22'-5" NOTES: 1.SUITABLE CONNECTIONS MAY BE SUBSTITUTED. E) 2.GRAVITY FORCES HAVE BEEN ADJUSTED FOR LOAD DURATION AND A CD OF 1.0 SHALL BE USED. 3.WIND FORCES HAVE NOT BEEN ADJUSTED FOR LOAD DURATION AND A CD OF 1.6 SHALL BE USED. UPLIFT CONNECTIONS(MWFRS LOADS): N1 UPLIFT(lbs) LC CD 71 WIND 1.6 OK FOR 1 1/2"x 26 ga STRAP w/(2) 8d(0.131"x 2.5")COMMON NAIL OR w/(2)16 ga x 2.5"x 7/16"STAPLE EACH END OR OK FOR 1 1/2"x 20 ga STRAP w/(2) 8d(0.131"x 2.5")COMMON NAIL OR w/(2)16 ga x 2.5"x 7/16"STAPLE EACH END OR OK FOR SIMPSON CS20 STRAP w/(2)0.131"x 2.5"NAILS EACH END OR OK FOR SIMPSON LSTA9 STRAP w/(8)0.148"x 2.5"NAILS EACH END OR OK FOR SIMPSON H3 TIE w/(8)0.131"x 1.5"NAILS EACH END ALTERNATE:(2)16d(0.162"x 3.5")COMMON NAILS THROUGH BAND INTO BC(ENDGRAIN)PLUS (2)8d(0.131"x 2.5")COMMON NAILS)THROUGH SHEATHING INTO BAND AND STUD(FACE) ALTERNATE:(4)16d(0.162"x 3.5")COMMON NAILS THROUGH BAND INTO BC(ENDGRAIN)PLUS (9)8d(0.131"x 2.5")COMMON NAILS THROUGH SHEATHING INTO BAND AND STUD(FACE)PLUS NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D LATERAL(Ibs) LC CD 180 WIND 1.6 (2)16d(0.162"x 3.5")COMMON NAILS THROUGH BAND INTO TOP PLATE(TOENAILED) N3 UPLIFT(Ibs) LC CD 64 WIND 1.6 OK FOR 1 1/2"x 26 ga STRAP w/(2) 8d(0.131"x 2.5")COMMON NAIL OR w/(2)16 ga x 2.5"x 7/16"STAPLE EACH END OR OK FOR 1 1/2"x 20 ga STRAP w/(2) 8d(0.131"x 2.5")COMMON NAIL OR w/(2)16 ga x 2.5"x 7/16"STAPLE EACH END OR OK FOR SIMPSON GS20 STRAP w/(2)0.131"x 2.5"NAILS EACH END OR OK FOR SIMPSON LSTA9 STRAP w/(8)0.148"x 2.5"NAILS EACH END OR OK FOR SIMPSON H3 TIE w/(8)0.131"x 1.5"NAILS EACH END ALTERNATE: (2)16d(0.162"x 3.5")COMMON NAILS THROUGH BAND INTO BC(ENDGRAIN)PLUS (2)8d(0.131"x 2.5")COMMON NAILS)THROUGH SHEATHING INTO BAND AND STUD(FACE) ALTERNATE:(4)16d(0.162"x 3.5")COMMON NAILS THROUGH BAND INTO BC(ENDGRAIN)PLUS (9)8d(0.131"x 2.5")COMMON NAILS THROUGH SHEATHING INTO BAND AND STUD(FACE)PLUS NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D LATERAL(Ibs) LC CD 0 WIND 1.6 NO CONN REQ'D SN E �' �. 'a 04/13/22 BARLOW ENGINEERING,P.C. 1916 QUAIL RIDGE RD. C:\Users\Elisha\Desktop\work Nes\220056\TR8-225-REads RALEIGH,NC 27609 RC 2 TR8-22-5 LEGACY CUSTOM MODULAR HOMES TRUSS NO.:TR8-22-5 GROUND SNOW LOAD(psf): 20 C -r JOB NO.:220056 WIND SPEED(mph)(Vasd): 105 PITCH:8112 TRUSS SPACING(in D.C.): 16 SPAN:22'-5" © j NOTES: 1.SUITABLE CONNECTIONS MAY BE SUBSTITUTED. E> 2.GRAVITY FORCES HAVE BEEN ADJUSTED FOR LOAD DURATION AND A CD OF 1.0 SHALL BE USED. 3.WIND FORCES HAVE NOT BEEN ADJUSTED FOR LOAD DURATION AND A CD OF 1.6 SHALL BE USED. F UPLIFT CONNECTIONS(MWFRS LOADS): N4 UPLIFT(Ibs) LC CD 63 WIND 1.6 OK FOR 1 1/2"x 26 ga STRAP w/(2) 8d(0.131"x 2.5")COMMON NAIL OR w/(2)16 ga x 2.5"x 7/16"STAPLE EACH END OR OK FOR 1 1/2"x 20 ga STRAP w/(2) 8d(0.131"x 2.5")COMMON NAIL OR w/(2)16 ga x 2.5"x 7116"STAPLE EACH END OR OK FOR SIMPSON CS20 STRAP w/(2)0.131"x 2.5'NAILS EACH END OR OK FOR SIMPSON LSTA9 STRAP w/(8)0.148"x 2.5"NAILS EACH END OR OK FOR SIMPSON H3 TIE w/(8)0.131"x 1.5"NAILS EACH END ALTERNATE:(2)16d(0.162"x 3.5")COMMON NAILS THROUGH BAND INTO BC(ENDGRAIN)PLUS (2)8d(0.131"x 2.5")COMMON NAILS)THROUGH SHEATHING INTO BAND AND STUD(FACE) ALTERNATE:(4)16d(0.162"x 3.5")COMMON NAILS THROUGH BAND INTO BC(ENDGRAIN)PLUS (9)8d(0.131"x 2.5")COMMON NAILS THROUGH SHEATHING INTO BAND AND STUD(FACE)PLUS NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D LATERAL(Ibs) LC CD 0 WIND 1.6 NO CONN REQ'D N6 UPLIFT(Ibs) LC CD 72 WIND 1.6 OK FOR 1 1/2"x 26 ga STRAP w/(2) 8d(0.131"x 2.5")COMMON NAIL OR w/(2)16 ga x 2.5"x 7/16"STAPLE EACH END OR OK FOR 1 1/2"x 20 ga STRAP w/(2) 8d(0.131"x 2.5")COMMON NAIL OR w/(2)16 ga x 2.5"x 7/16"STAPLE EACH END OR OK FOR SIMPSON CS20 STRAP w/(2)0.131"x 2.5"NAILS EACH END OR OK FOR SIMPSON LSTA9 STRAP w/(8)0.148"x 2.5"NAILS EACH END OR OK FOR SIMPSON H3 TIE w/(8)0.131"x 1.5"NAILS EACH END ALTERNATE:(2)16d(0.162"x 3.5")COMMON NAILS THROUGH BAND INTO BC(ENDGRAIN)PLUS (2)8d(0.131"x 2.5")COMMON NAILS)THROUGH SHEATHING INTO BAND AND STUD(FACE) ALTERNATE:(4)16d(0.162"x 3.5")COMMON NAILS THROUGH BAND INTO BC(ENDGRAIN)PLUS (9)8d(0.131"x 2.5")COMMON NAILS THROUGH SHEATHING INTO BAND AND STUD(FACE)PLUS NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REO'D LATERAL(Ibs) LC CD 0 WIND 1.6 NO CONN REQ'D Yi?l.' a4��s�22 BARLOW ENGINEERING,P.C. 1916 QUAIL RIDGE RD. CAUsers\Elisha\Desktop\work fles12200561TR8-225-RE.tds RALEIGH,NC 27609 RC 3 TR8-22-5 LEGACY CUSTOM MODULAR HOMES TRUSS NO.:TR8-22-5 GROUND SNOW LOAD(psq: 20 C& JOB NO.:220056 WIND SPEED(mph)(Vasd): 105 PITCH:8/12 TRUSS SPACING(in O.C.): 16 NOTES: 1.SUITABLE CONNECTIONS MAY BE SUBSTITUTED. 2.GRAVITY FORCES HAVE BEEN ADJUSTED FOR LOAD DURATION AND A CD OF 1.0 SHALL BE USED. 3.WIND FORCES HAVE NOT BEEN ADJUSTED FOR LOAD DURATION AND A CD OF 1.6 SHALL BE USED. TRUSS CONNECTIONS FOR 20 psf GSL 8105 mph WIND(Vasd): CONDITION"A"-RIDGE: TENSION(Ibs) FORCE LC CD 0 GRAVITY 1 OK FOR 1 1/2"x 26 ga STRAP w/(2) 8d(0.131"x 2.5")COMMON NAIL OR w/(2)16 ga x 2.5"x 7/16"STAPLE EACH END 118 WIND 1.6 OR OK FOR 1 1/2"x 20 ga STRAP w/(2) 8d(0.131"x 2.5")COMMON NAIL OR w/(2)16 ga x 2.5"x 7/16"STAPLE EACH END OR OK FOR SIMPSON CS20 STRAP w/(2)0.131"x 2.5"NAILS EACH END OR OK FOR SIMPSON LSTA9 STRAP w/(8)0.148"x 2.5"NAILS EACH END SHEAR(Ibs) FORCE LC CD 37 GRAVITY 1 (2)16d(0.162"x 3.5")COMMON NAILS THROUGH RIDGE BEAM INTO RAFTER(ENDGRAIN) 78 WIND 1.6 ALTERNATE:(4)16d(0.162"x 3.5")COMMON NAILS THROUGH RIDGE BEAM INTO RAFTER(ENDGRAIN)PLUS NO ADDITIONAL CONN REO'D PLUS USE 10d(0.148"x 3")COMMON NAILS AT 16 in O.C.THROUGH RIDGE BEAM PLYS CONDITION"B"-TOP CHORD FLIP: TENSION FORCE LC CD 0 GRAVITY 1 (2)8d(0.131"x 2.5")COMMON NAILS THROUGH SHEATHING INTO RAFTER EACH SIDE OF FLIP BREAK(FACE) 109 WIND 1.6 ALTERNATE:(2)16 ga x 2.5"x 7/16"STAPLES THROUGH SHEATHING INTO RAFTER EACH SIDE OF FLIP BREAK(FACE) ALTERNATE:OK FOR 1 1/2"x 26 ga STRAP w/(2) 8d(0.131"x 2.5")COMMON NAIL OR w/(2)16 ga x 2.5"x 7/16"STAPLE EACH END OR OK FOR 1 1/2"x 20 ga STRAP w/(2) 8d(0.131"x 2.5")COMMON NAIL OR w/(2)16 ga x 2.5"x 7/16"STAPLE EACH END OR OK FOR SIMPSON CS20 STRAP w/(2)0.131"x 2.5"NAILS EACH END OR OK FOR SIMPSON LSTA9 STRAP w/(8)0.148"x 2.5"NAILS EACH END SHEAR FORCE LC CD 37 GRAVITY 1 (2)16d(0.162"x 3.5")COMMON NAILS THROUGH EACH RAFTER INTO FLIP PLATE(ENDGRAIN) 78 WIND 1.6 ALTERNATE:(2)16d(0.162"x 3.5")COMMON NAILS THROUGH EACH RAFTER INTO FLIP PLATE(ENDGRAIN)PLUS NO ADDITIONAL CONN REO'D PLUS USE 10d(0.148"x 3")COMMON NAILS AT 16 in O.C.THROUGH RIDGE BEAM PLYS CONDITION"C"-COLLAR TIE: TENSION FORCE LC CD 0 GRAVITY 1 (4)16d(0.162"x 3.5")COMMON NAILS THROUGH TIE INTO RAFTER EACH END(FACE) 379 WIND 1.6 ALTERNATE:(2)16d(0.162"x 3.5")COMMON NAILS THROUGH TIE INTO RAFTER EACH END(FACE)PLUS COMPRESSION (4)16d(0.162"x 3.5")COMMON NAILS THROUGH TIE INTO BEARING BLOCK(FACE) FORCE LC CD 444 GRAVITY 1 491 WIND 1.6 (}7,87�. 0t 04/13/22 BARLOW ENGINEERING,P.C. 1916 QUAIL RIDGE RD. C:\Users\EIisha\Desktop\work f9es12200561TR8-22-5-RE.As RALEIGH,NC 27609 RC 4 TR8-22-5 LEGACY CUSTOM MODULAR HOMES TRUSS NO.:TR8-22-5 GROUND SNOW LOAD(psf): 20 C1 JOB NO.:220056 WIND SPEED(mph)(Vasd): 105 �~ PITCH:8112 TRUSS SPACING(in O.C.):l 16 SPAN:22'-5" Q NOTES: 1.SUITABLE CONNECTIONS MAY BE SUBSTITUTED. 2.GRAVITY FORCES HAVE BEEN ADJUSTED FOR LOAD DURATION AND A CD OF 1.0 SHALL BE USED. 3.WIND FORCES HAVE NOT BEEN ADJUSTED FOR LOAD DURATION AND A CD OF 1.6 SHALL BE USED. CONDITION"D"-KNEE WALLS: TENSION FORCE LC CD 118 GRAVITY 1 OK FOR 1 1/2"x 26 ga STRAP w/(2) 8d(0.131"x 2.5")COMMON NAIL OR w/(2)16 ga x 2.5"x 7/16"STAPLE EACH END 288 WIND 1.6 OR OK FOR 1 1/2"x 20 ga STRAP w/(2) 8d(0.131"x 2.5")COMMON NAIL OR w/(2)16 ga x 2.5"x 7/16"STAPLE EACH END OR OK FOR SIMPSON CS20 STRAP w/(2)0.131"x 2.5"NAILS EACH END OR OK FOR SIMPSON LSTA9 STRAP w/(8)0.148"x 2.5"NAILS EACH END OR OK FOR SIMPSON H3 TIE w/(8)0.131"x 1.5"NAILS EACH END ALTERNATE:TOE SCREW CONNECTION NOT ADEQUATE THROUGH KNEEWALL AND PLATE INTO CHORD(WITHDRAWAL(TOED)) COMPRESSION FORCE LC CD 56 GRAVITY 1 (2)16d(0.162"x 3.5")COMMON NAILS THROUGH CHORD BLOCK INTO RAFTER EACH SIDE(WHEN USED)(FACE) 126 WIND 1.6 CONDITION"E"-HEEL: TOP CHORD AXIAL FORCE LC CD DIRECTION 480 GRAVITY 1 VERTICAL #DIV/01 719 LATERAL OKAY FOR 3/8"GR.5 BOLT(DOUBLE SHEAR;3/8"SIDE PLATES)PLUS AN ADDITIONAL 176 WIND 1.6 VERTICAL (4)8d(0.131"x 2.5")COMMON NAILS THROUGH OSB GUSSET INTO RAFTER EACH SIDE(FACE)OR 265 LATERAL (5)16 ga x 2.5"x 7/16"STAPLES THROUGH OSB GUSSET INTO RAFTER EACH SIDE(FACE) OR OK FOR 1/2"GR.5 BOLT(DOUBLE SHEAR;1/2"SIDE PLATES) BOTTOM CHORD FROM TOP CHORD FORCE LC CD DIRECTION 480 GRAVITY 1 VERTICAL (6)8d(0.131"x2.5")COMMON NAILS THROUGH OSB GUSSET INTO RAFTER EACH SIDE(FACE) 719 LATERAL OR(9)16 ga x 2.5"x 7/16"STAPLES THROUGH OSB GUSSET INTO RAFTER EACH SIDE(FACE) 176 WIND 1.6 VERTICAL 265 LATERAL CONDITION"F"-BOTTOM CHORD AT MATING LINE: TENSION FORCE LC CD 499 GRAVITY 1 NO GOOD FOR 1 1/2"x 26 ga STRAP 283 WIND 1.6 OR OK FOR 1 1/2"x 20 ga STRAP w/(4) 8d(0.131"x 2.5")COMMON NAIL OR w/(5)16 ga x 2.5"x 7/16"STAPLE EACH END OR OK FOR SIMPSON CS20 STRAP w!(6)0.131"x 2,5"NAILS EACH END OR OK FOR SIMPSON LSTA15 STRAP w/(12)0.148"x 2.5"NAILS EACH END OR USE(7)10d(0.148"x 3")COMMON NAILS THROUGH FLOOR SHEATHING INTO BOTTOM CHORD EACH SIDE OF MATING LINE SHEAR FORCE LC CD 160 GRAVITY 1 (2)16d(0.162"x 3.5")COMMON NAILS THROUGH RIDGE BEAM INTO RAFTER(ENDGRAIN) 133 WIND 1.6 ALTERNATE:(4)16d(0:162"x 3.5")COMMON NAILS THROUGH BEAM INTO BOTTOM CHORD(ENDGRAIN)PLUS NO ADDITIONAL CONN REQ'D PLUS USE 10d(0.148"x 3")COMMON NAILS AT 10 in O.C.THROUGH MULTIPLE PLYS u 1 17 F0-4/-1-3/-22-1 BARLOW ENGINEERING,P.C. 1916 QUAIL RIDGE RD. C:\Users\ElishaMesktop\work files\2200561TR8-22-5-RE.vls RALEIGH,NC 27609 RC 5 TR8-22-5 LEGACY CUSTOM MODULAR HOMES TRUSS NO.:TR8-22-5 GROUND SNOW LOAD(ps': 20 JOB NO.:220056 WIND SPEED(mph)(Vasd): 105 PITCH:8112 TRUSS SPACING(in D.C.): 16 SPAN:22'-5" COMPONENT UNIFORM LOAD SUMMARY HEADER REACTIONS ARE TO BE DETERMINED BY THE BUILDING DESIGNER EXTERIOR WALL DEAD LOAD= 12 psf x 10 ft = 120 pif MATING WALL DEAD LOAD= 8 psf x 10 ft = 80 plf FLOOR DEAD LOAD= 10 psf x 11.25 ft/2= 56 plf x 11.25 ft/2= 56 plf FLOOR LIVE LOAD= 40 psf x 11.25 ft/2= 225 plf x 11.25 ft/2= 225 plf CEILING DEAD LOAD= 5 psf x 11.25 ft/2= 28 plf x 11.25 ft/2= 28 plf COMPONENT LOADS(lbslft) (MATING WALL LOADS ARE PER SIDE OF LINE) �� O LOCATION LOAD 1 2 3 4 1 5 1 6 1 7 8 DEAD 240 54 54 240 416 190 190 416 LIVE 254 67 67 254 479 292 292 479 © d TOTAL 494 121 121 494 895 482 482 895 C&C UPLIFT -314 -95 -95 -314 -208 -13 -13 -208 LOAD 9 10 11 12 13 14 15 16 Ll LY DEAD 444 218 218 444 620 354 354 620 LIVE 479 292 292 479 704 517 517 704 TOTAL 923 510 510 923 1324 871 871 1324 94 �✓ C&C UPLIFT -192 -192 -86 -86 LOAD 17 18 19 20 21 22 23 24 DEAD 648 382 382 648 824 518 518 824 LIVE 704 517 517 704 929 742 742 929 TOTAL 1352 899 899 1352 1753 1260 1260 1753 J C&C UPLIFT -69 -69 04/13/22 BARLOW ENGINEERING,P.C. 1916 QUAIL RIDGE RD. C:1Usem\ElishalDesktoplwork f les12200561TR6-22-5-RE.As RALEIGH,NC 27609 RC 6 V8-22-5 LEGACY CUSTOM MODULAR HOMES 14'-0 " \ O 11'-22 i 11'-22"—� F 22.—5., --=j TRUSS NO.:F22%5" j GROUND SNOW LOAD(psf): 20 TC DL(psf): 10 JOB NO.: TRUSS SPACING(in O.C.): 16 PITCH: BALANCED SNOW LOAD(psf): 20.4 SPAN: UNBALANCED SNOW LOAD(psf): N/A OPPOSITE SIDE UNB.SNOW LOAD(psf): N/A UNBALANCED SNOW LOAD LENGTH(ft): N/A MINIMUM ROOF LIVE LOAD(psfi:1 20 WIND SPEED(mph)(Vult): 135 WIND SPEED(mph)(Vasd):l 105 MEMBER INFORMATION: 20 psf MAXIMUM GRAVITY REACTIONS(lbsl: GSL SIZE& MAXIMUM DEFLECTION N1 DEAD LOAD 117 MEMBER SPECIES CSI (in) l/ TOTALLOAD 300 TOP CHORD F 1-2 2X12 SP#2 0.966 0.246 656 MIN.BEARING LENGTH(in) 1.5(MIN) N2 DEAD LOAD 234 TOTALLOAD 601 MIN.BEARING LENGTH(in) 1.5(MIN) N3 DEADLOAD 117 TOTALLOAD 300 NOTES: MIN.BEARING LENGTH(in) 1.5(MIN) 1.LOAD DERIVATIONS AND COMBINATIONS ARE PER ASCE 7-16. 2.UNBALANCED SNOW HAS NOT BEEN CONSIDERED IN THIS DESIGN DUE TO PITCH. 3.SNOW LOADS USE EXPOSURE FACTOR=1,THERMAL FACTOR=1.1,IMPORTANCE FACTOR=1. 4.THIS TRUSS HAS BEEN DESIGNED WITH THE MINIMUM ROOF LIVE LOAD AND THE 105 mph CALCULATED SNOW LOADING APPLIED AS SEPARATE LOAD CASES AND COMBINATIONS. WIND REACTIONS(lbs): ASD 5.WIND PRESSURES ARE FOR EXPOSURE CATEGORY D,RISK CATEGORY II, N1 MWFRS VERT. -102 33 ft MEAN ROOF HEIGHT,ENCLOSED BUILDING,MWFRS ENVELOPE PROCEDURE. MWFRS LAT. 147 6.THIS TRUSS HAS BEEN DESIGNED USING ALLOWABLE STRESS DESIGN AND THE C&C -357 WIND LOADS HAVE BEEN CALCULATED USING THE Vasd WIND SPEED. N2 MWFRS VERT. -166 7.THE TRUSS DEAD LOAD HAS BEEN REDUCED FOR WIND LOADING. MWFRS LAT. 0 8.THIS TRUSS HAS BEEN DESIGNED TO BE INSTALLED AND LOADED VERTICALLY. C&C -713 9.CONSTRUCTION AND LIFTING LOADS HAVE NOT BEEN CONSIDERED IN THIS DESIGN. N3 MWFRS VERT. -102 10.TRUSS BRACING IS ASSUMED SHEATHING ON BOTTOM AND TOP CHORDS. MWFRS LAT. 147 11.ADDITIONAL PERAMENT BRACING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. C&C -357 `u:8,+%�-.'•r----• BARLOW ENGINEERING,P.C. 1916 QUAIL RIDGE RD. C:%Usem\Elisha%Desktoplwork files{2200561V8-22.5.3is 104113/221 RALEIGH,NC 27609 RC 7 V8-22-5 LEGACY CUSTOM MODULAR HOMES TRUSS NO.:F22'-S" GROUND SNOW LOAD(pso: 20 O JOB NO.: WIND SPEED(mph)(Vasd): 105 PITCH: TRUSS SPACING(in O.C.): 16 SPAN: NOTES: 1.SUITABLE CONNECTIONS MAY BE SUBSTITUTED. 2.GRAVITY FORCES HAVE BEEN ADJUSTED FOR LOAD DURATION AND A CD OF 1.0 SHALL BE USED. 3.WIND FORCES HAVE NOT BEEN ADJUSTED FOR LOAD DURATION AND A CD OF 1.6 SHALL BE USED. UPLIFT CONNECTIONS(MWFRS LOADS): N1 UPLIFT(lbs) LC CD 102 WIND 1.6 OK FOR 1 1/2"x 26 ga STRAP w/(2) 8d(0.131"x 2.5")COMMON NAIL OR w/(2)16 ga x 2.5"x 7/16"STAPLE EACH END OR OK FOR 1 1/2"x 20 ga STRAP w/(2) 8d(0.131"x 2.5")COMMON NAIL OR w/(2)16 ga x 2.5"x 7/16"STAPLE EACH END OR OK FOR SIMPSON CS20 STRAP w/(2)0.131"x 2.5"NAILS EACH END OR OK FOR SIMPSON LSTA9 STRAP w/(8)0.148"x 2.5"NAILS EACH END OR OK FOR SIMPSON H3 TIE w/(8)0.131"x 1.5"NAILS EACH END ALTERNATE:(2)16d(0.162"x 3.5")COMMON NAILS THROUGH BAND INTO BC(ENDGRAIN)PLUS (2)8d(0.131"x 2.5")COMMON NAILS)THROUGH SHEATHING INTO BAND AND STUD(FACE) ALTERNATE:(4)16d(0.162"x 3.5")COMMON NAILS THROUGH BAND INTO BC(ENDGRAIN)PLUS (9)8d(0.131"x 2.5")COMMON NAILS THROUGH SHEATHING INTO BAND AND STUD(FACE)PLUS NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D LATERAL(lbs) LC CD 147 WIND 1.6 (2)16d(0.162"x 3.5")COMMON NAILS THROUGH BAND INTO TOP PLATE(TOENAILED) N3 UPLIFT(Ibs) LC CD 102 WIND 1.6 OK FOR 1 1/2"x 26 ga STRAP w/(2) 8d(0.131"x 2.5')COMMON NAIL OR wl(2)16 ga x 2.5"x 7/16"STAPLE EACH END OR OK FOR 1 1/2"x 20 ga STRAP w/(2) 8d(0.131"x 2,5")COMMON NAIL OR w/(2)16 ga x 2.5"x 7/16"STAPLE EACH END OR OK FOR SIMPSON CS20 STRAP w/(2)0.131"x 2.5"NAILS EACH END OR OK FOR SIMPSON LSTA9 STRAP w/(8)0.148"x 2.5"NAILS EACH END OR OK FOR SIMPSON H3 TIE w/(8)0.131"x 1.5"NAILS EACH END ALTERNATE:(2)16d(0.162"x 3.5")COMMON NAILS THROUGH BAND INTO BC(ENDGRAIN)PLUS (2)8d(0.131"x 2.5")COMMON NAILS)THROUGH SHEATHING INTO BAND AND STUD(FACE) ALTERNATE:(4)16d(0.162"x 3.5")COMMON NAILS THROUGH BAND INTO BC(ENDGRAIN)PLUS (9)8d(0.131"x 2.5")COMMON NAILS THROUGH SHEATHING INTO BAND AND STUD(FACE)PLUS NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D LATERAL(Ibs) LC CD 147 WIND 1.6 (2)16d(0.162"x 3.5")COMMON NAILS THROUGH BAND INTO TOP PLATE(TOENAILED) xs�x,t•;a,cl:A f-�7Y,L,..h- tu L j. yys `'• x1787 04/13/22 BARLOW ENGINEERING,P.C. 1916 QUAIL RIDGE RD. C:\Users\Elishs\Desktop\work Nesl220056\V&22-5.xls RALEIGH,NO 27609p RC H V8-22-5 LEGACY CUSTOM MODULAR HOMES TRUSS NO.:F22'-5" I GROUND SNOW LOAD(psf): 20 JOB NO.: WIND SPEED(mph)(Vasd): 105 PITCH: TRUSS SPACING(in O.C.): 16 SPAN: NOTES: 1.SUITABLE CONNECTIONS MAY BE SUBSTITUTED. 2.GRAVITY FORCES HAVE BEEN ADJUSTED FOR LOAD DURATION AND A CD OF 1.0 SHALL BE USED. 3.WIND FORCES HAVE NOT BEEN ADJUSTED FOR LOAD DURATION AND A CD OF 1.6 SHALL BE USED. TRUSS CONNECTIONS FOR 20 psf GSL 8105 mph WIND(Vasd): CONDITION"A"-RIDGE: TENSION(Ibs) FORCE LC CD 0 GRAVITY 1 OK FOR 1 1/2"x 26 ga STRAP w/(2) 8d(0.131"x 2.5")COMMON NAIL OR w/(2)16 ga x 2.5"x 7/16"STAPLE EACH END 186 WIND 1.6 OR OK FOR 1 1/2"x 20 ga STRAP w/(2) 8d(0.131"x 2.5")COMMON NAIL OR w/(2)16 ga x 2.5"x 7/16"STAPLE EACH END OR OK FOR SIMPSON GS20 STRAP w/(2)0.131"x 2.5"NAILS EACH END OR OK FOR SIMPSON LSTA9 STRAP w/(8)0.148"x 2.5"NAILS EACH END SHEAR(Ibs) FORCE LC CD 70 GRAVITY 1 (2)16d(0.162"x 3.5")COMMON NAILS THROUGH RIDGE BEAM INTO RAFTER(ENDGRAIN) 131 WIND 1.6 ALTERNATE:(4)16d(0.162"x 3.5")COMMON NAILS THROUGH RIDGE BEAM INTO RAFTER(ENDGRAIN)PLUS NO ADDITIONAL CONN REQ'D PLUS USE 10d(0.148"x 3")COMMON NAILS AT 16 in O.C.THROUGH RIDGE BEAM PLYS = f �; �` SE r y� 04113/22 ..L.111ENGINEERING,P.C. 1916 QUAIL RIDGE RD. CAUsem\Elisha\Desktop\work files1220056W8-22-5.xis RALEIGH,NC 27609 RC 9 V8-22-5 LEGACY CUSTOM MODULAR HOMES TRUSS NO.:V8-22-5 GROUND SNOW LOAD(psf): 20 JOB NO.:220022 WIND SPEED(mph)(Vasd1 105 PITCH:8112 TRUSS SPACING(in O.C.): 16 SPAN:22'-5" COMPONENT UNIFORM LOAD SUMMARY HEADER REACTIONS ARE TO BE DETERMINED BY THE BUILDING DESIGNER EXTERIOR WALL DEAD LOAD= 12 psf x 10 ft = 120 pff MATING WALL DEAD LOAD= 8 psf x 10 ft = 80 pff FLOOR DEAD LOAD= 10 psf x 11.21 ft/2= 56 plf x 11.21 ft/2= 56 plf FLOOR LIVE LOAD= 40 psf x 11.21 ft/2= 224 pff x 11.21 ft/2= 224 pff CEILING DEAD LOAD= 5 psf x 11.21 ft/2= 28 pff x 11.21 ft/2= 28 pff N1 MWFRS LATERAL REACTION= 110 pff N3 MWFRS LATERAL REACTION= 110 pff a � COMPONENT LOADS(lbs/ft) (MATING WALL LOADS ARE PER SIDE OF LINE) LOCATION LOAD 1 2 1 3 1 4 1 5 6 7 8 DEAD 88 88 88 88 264 56 56 264 LIVE 137 137 137 137 361 224 224 361 TOTAL 225 225 225 225 625 280 280 625 IIF C&C UPLIFT -268 -267 -267 -268 - - - - 1© l LOAD 9 10 11 12 13 14 15 16 DEAD 292 84 84 292 468 220 220 468 LIVE 361 224 224 361 585 448 448 585 TOTAL 653 308 308 653 1053 668 666 1053 C&C UPLIFT - - - - - - - - LOAD 17 18 19 20 21 22 23 24 17 18 7�9 2� DEAD 496 248 248 496 672 384 384 672 LIVE 585 448 448 585 809 672 672 809 TOTAL 1081 696 696 1081 1481 1056 1056 1481 C&C UPLIFT r. 0 it ai f fr�.�as, t .0787 ator's 04/13/22 BARLOW ENGINEERING,P.C. 1916 QUAIL RIDGE RD. C1Usem0ishe\Desktop\work files=0056N8-22-5.xls RALEIGH,NC 27609 RC 10 V8-22-5 LEGACY CUSTOM MODULAR HOMES NOTES: 1. LOADS ARE UNIFORM ALONG BEAM LENGTH. 4. DURATION FACTOR(Cd)=1.6&FLAT USE FACTOR(Cfu)=1.2. 2. SEE INSTRUCTIONS FOR REQUIRED BRACING. 5. MULTIPLE PLIES ARE TO BE FASTENED PER MANFACTURER/CODE REQUIREMENTS. 3. SPANS ARE LIMITED BY THE MAXIMUM SPAN DUE TO 6. DESIGNER TO ACCOUNT FOR DEFLECTION AND SUPPORT CONNECTION. BENDING,DEFLECTION,OR SHEAR. 7.MID-SPAN SPLICING IS NOT ALLOWED. FLAT THRUST BEAM SPANS V8-22-5 105 mph WIND Vasd 1/240 DEFLECTION 1/360 DEFLECTION 1/480 DEFLECTION 1/2"MAX.DEFLECTION MAXIMUM LIMITED DEF. MAXIMUM LIMITED DEF. MAXIMUM LIMITED DEF. MAXIMUM LIMITED DEF. MEMBER LOAD I QUANTITY d/b SPAN BY in SPAN BY (in) SPAN BY in SPAN BY in 2x6SPF#2 110 1 3.7 8'-4" Ld 0.418 7'-3" Ld 0.244 6'-7" Ld 0.166 8'-8" Ld 0.5 2 1.8 13'-2" Ld 0.662 11'-6" Ld 0.386 10'-6" Ld 0.263 12'-4" Ld 0.5 3 1.2 17'-3" Ld 0.866 15'-1" Ld 0.505 13'-9" Ld 0.344 15'-1" Ld 0.5 4 0.9 20'-11" Ld 1.048 18'-3" Ld 0.61 16'-7" Ld 0.416 17'-4" Ld 0.5 2 x 6 SYP#2 110 1 3.7 8'-4" Ld 0.418 7'-3" Ld 0.243 6'-7" Ld 0.166 B.-B., Ld 0.5 2 1.8 13'-2" Ld 0.662 l l'-6" Ld 0.385 10'-6" Ld 0.263 12'-4" Ld 0.5 3 1.2 17'-3" Ld 0.865 1 15'-1" Ld 0.504 13'-8" Ld 0.343 15'-1" 1 Ld 0.5 4 0.9 20'-11" Ld 1.046 18'-3" Ld 0.609 16'-7" Ld 0.415 17'-4" Ld 0.5 2x6HEM-FIR#2 110 1 3.7 8'-1" Ld 0.408 7'-1" Ld 0.238 6'-5" Ld 0.162 8'-7" Ld 0.5 2 1.8 12'-11" Ld 0.646 11'-3" Ld 0.376 10'-3" Ld 0.256 12'-1" Ld 0.5 3 1.2 16'-10" Ld 0.845 14'-9" Ld 0.492 13'-5" Ld 0.335 14'-9" Ld 0.5 4 0.9 20'-5" Ld 1.022 17'-10" Ld 0.595 16'-2" Ld 0.406 17'-1" Ld 0.5 2 x 6 SP SELECT STR. 110 1 3.7 9'-1" Ld 0.455 7'-11" Ld 0.265 7'-2" Ld 0.18 9'-3" Ld 0.5 2 1.8 14'-4" Ld 0.721 12'-7" Ld 0.42 11'-5" Ld 0.286 13'-1" Ld 0.5 3 1.2 181-10111 Ld 0.943 16'-5" Ld 0.549 14'-11" Ld 0.374 16'-1" Ld 0.5 4 0.9 22'-9" Ld 1.14 19'-11" Ld 0.664 18'-1" Ld 0.452 18'-6" Ld 0.5 1.5 x 5.5 LVL 110 1 3.7 9'-4" Ld 0.471 8'-2" Ld 0.274 7'-5" Ld 0.187 9._611 Ld 0.5 2 1.8 14'-10" Ld 0.745 13'-0" Ld 0.434 11'-10" Ld 0.296 13'-5" Ld 0.5 3 1.2 19._51. Ld 0.975 17'-0" Ld 0.568 15'-5" Ld 0.387 161-5.1 Ld 0.5 4 0.9 23'-6" Ld 1.178 20'-6" Ld 0.686 18'-8" 1 Ld 0.467 19'-0" Ld 0.5 2 x 8 SPF#2 110 1 4.8 11'-0" Ld 0.551 9'-7" Ld 0.321 8'-8" Ld 0.219 10'-9" Ld 0.5 2 2.4 17'-5" Ld 0.872 15'-2" Ld 1 0.508 13'-10" Ld 0.346 15'-2" Ld 0.5 3 1 1.6 22'-9" Ld 1.14 19'-11" Ld 0.664 18'-1" Ld 0.452 18'-6" Ld 0.5 4 1.2 27'-6" Ld 1.377 24'-0" Ld 0.802 21'-10" Ld 0.547 21'-4" Ld 0.5 2x8SYP#2 110 1 4.8 11'-0" Ld 0.551 9'-7" Ld 0.321 8'-8" Ld 0.218 10'-8" Ld 0.5 2 2.4 17'-5" Ld 0.871 15'-2" Ld 0.507 13'-9" Ld 0.346 15'-1" Ld 0.5 3 1.6 22'-9" Ld 1.138 19'-10" Ld 0.663 18'-0" Ld 0.452 1 18'-6" Ld 0.5 4 1.2 27'-5" Ld 1.375 24'-0" Ld 0.801 21'-9" Ld 0.546 21'-4" Ld 0.5 2 x 8 HEM-FIR#2 110 1 4.8 10'-8" Ld 0.537 9'-4" Ld 0.313 8'-6" Ld 0.213 10'-6" Ld 0.5 2 2.4 17'-0" Ld 0.851 14'-10" Ld 0.496 13'-6" Ld 0.338 14'-10" Ld 0.5 3 1.6 22'-2" Ld 1.112 19'-5" Ld 0.648 17'-7" Ld 0.441 18'-2" Ld 0.5 4 1.2 26'-10" Ld 1.344 23'-5" Ld 0.783 21'-3" Ld 0.533 20'-11" Ld 0.5 2 x 8 SP SELECT STR. 110 1 4.8 11'-11" Ld 0.599 10'-5" Ld 0.349 9'-6" Ld 0.238 11'-5" Ld 0.5 2 2.4 18'-11" Ld 0.949 16'-6" Ld 0.553 15'-0" Ld 0.377 16'-2" Ld 0.5 3 1.6 24'-9" Ld 1.241 21'-8" Ld 0.723 19'-8" Ld 0.492 191-91. Ld 0.5 4 1.2 29'-11" Ld 1.5 26'-2" Ld 0.873 23'-9" Ld 0.595 22'-9" Ld 0.5 1.5 x7.25 LVL 110 1 4.8 12'-4" Ld 0.62 10'-9" Ld 0.361 9'-10" Ld 0.246 11'-9" Ld 0.5 2 2.4 19'-7" Ld 0.981 17'-1" Ld 0.571 15'-6" Ld 0.389 16'-6" Ld 0.5 3 1.6 1 25'-7" Ld 1.282 22'-4" Ld 0.747 20'-4" Ld 0.509 20'-3" Ld 0.5 4 1.2 30'-11" Ld 1.548 27'-0" Ld 0.902 24'-6" Ld 0.614 23'-4" Ld 0.5 Ire BARLOW ENGINEERING,P.C. O�(1 r_/2_ 1916 QUAIL RIDGE RD. C9Users\ElishalDesktop\work fles\2200561V8-22-5.ds ! J RALEIGH,NC 27609 RC 11 V8-22-5 LEGACY CUSTOM MODULAR HOMES NOTES: 1. LOADS ARE UNIFORM ALONG BEAM LENGTH. 4. DURATION FACTOR(Cd)=1.6&FLAT USE FACTOR(Cfu)=1.2. 2. SEE INSTRUCTIONS FOR REQUIRED BRACING. 5. MULTIPLE PLIES ARE TO BE FASTENED PER MANFACTURER/CODE REQUIREMENTS. 3. SPANS ARE LIMITED BY THE MAXIMUM SPAN DUE TO 6. DESIGNER TO ACCOUNT FOR DEFLECTION AND SUPPORT CONNECTION. BENDING,DEFLECTION,OR SHEAR. 7.MID-SPAN SPLICING IS NOT ALLOWED. FLAT THRUST BEAM SPANS V8-22-5 105 m h WIND Vasd 1/240 DEFLECTION 1/360 DEFLECTION 1/480 DEFLECTION 1/2"MAX.DEFLECTION MAXIMUM LIMITED I DEF. MAXIMUM LIMITED I DEF. MAXIMUM LIMITED I DEF. MAXIMUM LIMITED I DEF. MEMBER LOAD I QUANTITY d/b SPAN BY in SPAN BY in SPAN BY in SPAN I BY in 2 x 10 SPF#2 110 1 6.2 14'-0" Ld 0.702 12'-3" Ld 0.409 11'-1" Ld 0.279 12'-10" Ld 0.5 2 3.1 22'-2" Ld 1.111 19'-4" Ld 0.647 17'-7" Ld 0.441 18'-2" Ld 0.5 3 2.1 29'-0" Ld 1.451 25'-4" Ld 0.845 23'-0" Ld 0.576 22'-2" Ld 0.5 4 1.5 35'-0" Ld 1.753 30'-7" Ld 1.021 27'-9" Ld 0.696 25'-7" Ld 0.5 2 x 10 SYP#2 110 1 6.2 14'-0" Lb 0.7 12'-3" Ld 0.409 11'-1" Ld 0.279 12'-10" Ld 0.5 2 3.1 22'-2" Ld 1.11 19'-4" Ld 0.646 17'-7" Ld 0.44 18'-2" Ld 0.5 3 2.1 28'-11"1 Ld 1.449 1 25'-3" Ld 1 0.844 22'-11" Ld 0.575 22'-2" Ld 0.5 4 1 1.5 34--il"l Ld 1.748 30'-6" Ld 1.018 27'-9" Ld 0.694 25'-6" Ld 0.5 2 x 10 HEM-FIR#2 110 1 6.2 1.3 8" Ld 0.685 11'-11" Ld 0.399 10'-10" Ld 0.272 12'-7" Ld 0.5 2 3.1 21'-8" Ld 1.084 18'-11" Ld 0.631 17'-2" Ld 0.43 17'-10" Ld 0.5 3 2.1 28'-3" Ld 1.416 24'-8" Ld 0.825 22'-5" Ld 0.562 21'-9" Ld 0.5 4 1.5 34'-2" Ld 1.71 29'-10" Ld 0.996 27'-1" Ld 0.679 25'-1" Ld 0.5 2 x 10 SP SELECT STR. 110 1 6.2 15'-3" Ld 0.764 13'-4" Ld 0.445 12'-1" Ld 0.303 13'-8" Ld 0.5 2 3.1 24'-2" Ld 1.209 21'-1" Ld 0.704 19'-2" Ld 0.48 19'-4" Ld 0.5 3 2.1 31'-7" Ld 1.58 27'-7" Ld 0.92 25'-1" Ld 0.627 23'-8" Ld 0.5 4 1.5 38'-2" Ld 1.909 33'-4" Ld 1.112 30'-3" Ld 0.758 27'-3" Ld 0.5 1.5x9.25 LVL 110 1 6.2 15'-9" Ld 0.79 13'-9" Ld 0.46 12'-6" Ld 0.314 14'-1" Ld 0.5 2 3.1 24'-11" Ld 1.25 21'-10" Ld 0.728 19'-10" Ld 0.496 19'-10" Ld 0.5 3 2.1 32'-7" Ld 1.632 28'-6" Ld 0.95 25'-10" Ld 0.647 24'-3" Ld 0.5 4 1.5 39'-4" Ld 1.969 34'-4" Ld 1.147 31'-3" Ld 0.781 27'-11" Ld 0.5 2x 12 SPF#2 110 1 7.5 17'-0" Ld 0.853 14'-10" Ld 0.497 13'-6" Ld 0.339 14'-11" Ld 0.5 2 3.8 26'-11" Ld 1.35 23'-6" Ld 0.786 21'-5" Ld 0.536 21'-0" Ld 0.5 3 1 2.5 35'-2" Ld 1.762 30'-9" Ld 1.026 27'-11" Ld 0.699 1 25'-8" Ld 0.5 4 1.9 40'-0" Ld 1.665 37'-1" Ld 1.238 33'-8" Ld 0.844 29'-7" Ld 0.5 2 x 12 SYP#2 110 1 7.5 17'-0" Lb 0.85 14'-10" Ld 0.497 13'-6" Ld 0.338 14'-11" Ld 0.5 2 3.8 26'-11" Ld 1.347 23'-6" Ld 0.785 21'-4" Ld 0.535 21'-0" Ld 0.5 3 2.5 35'-1" Ld 1.758 30'-8" Ld 1.024 27'-10" Ld 0.697 25'-8" Ld 0.5 4 1.9 40'-0" Ld 1.681 37'-0" Ld 1.234 33'-7" Ld 0.841 29'-6" Ld 0.5 2 x 12 HEM-FIR#2 110 1 7.5 1 16'-7" Ld 0.833 14'-6" Ld 0.485 13'-2" Ld 0.33 14'-7" Ld 0.5 2 3.8 26'-3" Ld 1.317 23'-0" Ld 0.767 20'-10" Ld 0.523 1 201-8" Ld 0.5 3 2.5 34'-4" Ld 1.719 30'-0" Ld 1.001 27'-3" Ld 0.682 25'-2" Ld 0.5 4 1.9 40'-0" Ld 1.793 36'-2" Ld 1.208 32'-11" Ld 0.823 29'-0" Ld 0.5 2 x 12 SP SELECT STR. 110 1 7.5 18'-6" Ld 0.929 16'-2" Ld 0.541 14'-8" Ld 0.369 15'-10" Ld 0.5 2 3.8 29'-4" Ld 1.469 25'-7" Ld 0.856 23'-3" Ld 0.583 22'-5" Ld 0.5 3 2.5 38'-4" Ld 1.918 33'-6" Ld 1.117 30'-5" Ld 0.761 27'-4" 1 Ld 0.5 4 1.9 40'-0" Ld 1.287 40'-0" Ld 1.287 36'-9" Ld 0.919 31'-6" 1 Ld 0.5 1.5x11.25LVL 110 1 7.5 19'-2" Ld 0.96 16'-9" Ld 0.559 15'-2" Ld 0.381 16'-3" Ld 0.5 2 3.8 30'-4" Ld 1.518 26'-6" Ld 0.684 24'-1" Ld 0.602 22'-11" Ld 0.5 3 2.5 39'-7" Ld 1.979 34'-7" Ld 1.153 31'-5" Ld 0.786 28'-0" Ld 0.5 4 1.9 40'-0" Ld 1.176 40'-0" Ld 1.176 37'-10" Ld 0.947 32'-3" Ld 0.5 LAI dF a;'i ��/ ,LL^^ BARLOW ENGINEERING,P.C. 1916 QUAIL RIDGE RD. CAUsem\ElishalDesktop%work files122005MB-22-5.As RALEIGH,NC 27609 RC 12 V8-22-5 LEGACY CUSTOM MODULAR HOMES NOTES: 1. LOADS ARE UNIFORM ALONG BEAM LENGTH. 4. DURATION FACTOR(Cd)=1.6&FLAT USE FACTOR(Cfu)=1.2. 2. SEE INSTRUCTIONS FOR REQUIRED BRACING. 5. MULTIPLE PLIES ARE TO BE FASTENED PER MANFACTURER/CODE REQUIREMENTS. 3. SPANS ARE LIMITED BY THE MAXIMUM SPAN DUE TO 6. DESIGNER TO ACCOUNT FOR DEFLECTION AND SUPPORT CONNECTION. BENDING,DEFLECTION,OR SHEAR. 7.MID-SPAN SPLICING IS NOT ALLOWED. FLAT THRUST BEAM SPANS V8-22-5.105 m h WIND Vasd 1/240 DEFLECTION 11360 DEFLECTION 1/480 DEFLECTION 1/2"MAX.DEFLECTION MAXIMUM LIMITED I DEF. MAXIMUM LIMITED I DEF. MAXIMUM LIMITED I DEF. MAXIMUM LIMITED I DEF. MEMBER LOAD QUANTITY d/b SPAN BY in SPAN BY (in). SPAN BY in SPAN BY in 1.5 x 12 LVL 110 1 8 20'-5" Ld 1.024 17'-10" Ld 0.596 16'-3" 1 Ld 0.406 17--l" Ld 0.5 2 4 32'-4" Ld 1.618 28'-3" Ld 0.942 25'-8" Ld 0.642 1" Ld 0.5 3 2.7 40'-0" Ld 1.705 36'-10" Ld 1.229 33'-5" Ld 0.837 29'-5" Ld 0.5 4 2 40'-0" Ld 0.973 40'-0" Ld 0.973 40'-0" Ld 0.973 10" Ld 0.5 1,5x14LVL' ,i1© 1 9.3 23'-10" Ld 1.194 20'-10" Ld 0.695 18'-11" Ld 0.4742" Ld 0.5 2• 44.71 37'-8" Ld 1.884 32'-11" Ld 1.097 29'-10" Ld 0.748 0"i 1Ldl i0.51 3 3.1 40'-0" Ld 1.081 40'-0" Ld 1.081 38'-11" Ld 0.974 32'-11" Ld 0.5 4 2.3 40'-0" Ld 0.619 40'-0" Ld 0.619 40'-0" Ld 0.619 11" Ld 0.5 1.5 x 16 LVL 110 1 10.7 27'-3" Ld 1.363 23'-9" Ld 0.794 21'-7" Ld 0.541 -2" Ld 0.5 2 5.3 40'-0" Ld 1.61 37'-6" Ld 1.252 34'-1" Ld 0.853 10" Ld 0.5 3 3.6 40'-0" Ld 0.73 40'-0" Ld 0.73 40'-0" Ld 0.73 -4" Ld 0.5 4 2.7 40'-0" Ld 0.418 40'-0" Ld 0.418 40'-0" Ld 0.418 -0" Ld 0.418 1.5x18LVL 110 1 12 30'-7" Ld 1.533 26'-9" Ld 0.893 24'-3" Ld 0.608 -1" Ld 0.5 2 6 40'-0" Ld 1.136 40'-0" Ld 1.136 38'-3" Ld 0.958 32'-6" Ld 0.5 3 4 40'-0" Ld 0.516 40'-0" Ld 0.516 40'-0" Ld 0.516 39'-8" Ld 0.5 4 3 40'-0" Ld 0.297 40'-0" Ld 0.297 40'-0" Ld 0.297 40'-0" Ld 0.297 1.5 x 20 LVL 110 1 13.3 34'-0" Ld 1.701 29'-8" Ld 0.991 27'-0" Ld 0.675 25'-0" Ld 0.5 2 6.7 40'-0" Ld 0.832 40'-0" Ld 0.832 40'-0" Ld 0.832 35'-2" Ld 0.5 3 4.4 40'-0" Ld 0.379 40'-0" Ld 0.379 40'-0" Ld 0.379 40'-0" Ld 0.379 4 3.3 40'-0" Ld 0.218 40'-0" Ld 0.218 40'-0" Ld 0.218 40'-0" Ld 0.218 1.5 x 22 LVL 110 1 14.7 37'-4" Ld 1.87 32'-8" Ld 1.089 29'-8" Ld 0.742 26'_-10" Ld 0.5 2 7.3 40'-0" Ld 0.628 40'-0" Ld 0.628 40'-0" Ld 0.628 37'-9" Ld 0.5 3 4.9 40'-0" Ld 0.287 40'-0" Ld 0.287 40'-0" Ld 0.287 40'-0" Ld 0.287 4 3.7 40'-0" Ld 0.165 40'-0" Ld 0.165 40'-0" Ld 0.165 40'-0" Ld 0.165 1.5 x 24 LVL 110 1 16 40'-0" Ld 1.89 35'-7" Ld 1.187 32'-4" Ld 0.809 28'-8" Ld 0.5 2 8 40'-0" Ld 0.486 40'-0" Ld 0.486 40'-0" Ld 0.486 40'-0" Ld 0.486 3 5.3 40'-0" Ld 0.222 4b,-0" Ld 0.222 40'-0" Ld 0.222 40'-0" Ld 0.222 4 4 40'-0" Ld 0.129 40'-0" Ld 0.129 40'-0" Ld 0.129 40'-0" Ld 0.129 END CONNECTIONS: 114"LAG SCREWS Z= 82 lbs x 1.6= 131.2 lbs 3/8"LAG SCREWS Z= 192 lbs x 1.6= 307.2 lbs 1/2"LAG SCREWS Z= 376 lbs x 1.6= 601.6 lbs :OR(2)1/4"LAG SCREWS: 131.2 lbs x 2 x 2 = 4.77 ft= V-13" MAXIMUM SPAN 110 plf ALLOWABLE BEAM SPANS FOR LAG SCREW CONNECTIONS: QUANTITY PER END OF BEAM ,.•�" z;E. SCREW 2 3 4 1 5 6 1 7 1 8 1 9 10 1/4"LAG SCREWS 4'-9" 7,_1" 9'-6" 11'_11" 14 _3' 16,_8" 19'_0" 21 _5" 23,_10" - 318"LAG SCREWS 11 _2" 16'-9" 22 _4" 27'_11" 33 _6" 39 _1" 44'_8" 50 _3" 55'-10 112"LAG SCREWS 21'-10" 32'-9" 43'-9" 54'-8" 65'-7" 76'-6" 87'-6" 98'-5" 109'-4" 0. x 7 e^ '07 8751 04/13/22 BARLOW ENGINEERING,P.C. 1916 QUAIL RIDGE RD. C.Wsem\EIishalDesktop\work files\2200561V&22.5.,As RALEIGH,NC 27609 RC 13 TR8-11-2 LEGACY CUSTOM MODULAR HOMES 20 psf GSL,105 mph Vasd EXP"W',ASCE 7-16 6'-4g' 4'-25„ 3 4 lz 6 a 1 TRUSS NO.:TRS-11-2 GROUND SNOW LOAD(psf): 20 TC DL(psf): 10 JOB NO.:220056 TRUSS SPACING(in O.C.): 16 BC DL(psf): 10 PITCH:8/12 BALANCED SNOW LOAD(psf): 20.4 BC LL(psf): 10 WHERE h<42" SPAN: 11'-2" UNBALANCED SNOW LOAD(psf): N/A 20 WHERE h z 42" OPPOSITE SIDE UNB.SNOW LOAD(psf): N/A 40 BETWEEN KNEEWALLS UNBALANCED SNOW LOAD LENGTH(ft): N/A MINIMUM ROOF LIVE LOAD(psf):1 20 WIND SPEED(mph)(Vult): 135 WIND SPEED(mph)(Vasd):l 105 MEMBER INFORMATION: 20 psf MAXIMUM GRAVITY REACTIONS(lbs): GSL SIZE& MAXIMUM DEFLECTION N1 DEAD LOAD 195 MEMBER SPECIES CSI (in) l/ TOTAL LOAD 555 BOTTOM CHORD 1 2X8 SPF#2 0.958 0.363 368 MIN.BEARING LENGTH(in) 1.5(MIN) TOP CHORD 2-5 2X6 SP#2 0.345 0.071 1137 N2 DEAD LOAD 195 COLLAR TIE 6 2X6 SP#2 0.132 0 - TOTAL LOAD 555 MIN.BEARING LENGTH(in) 1.5(MIN) 105 mph NOTES: WIND REACTIONS(lbs): ASD 1.LOAD DERIVATIONS AND COMBINATIONS ARE PER ASCE 7-16. Ni MWFRS VERT. -45 2.UNBALANCED SNOW HAS NOT BEEN CONSIDERED IN THIS DESIGN DUE TO PITCH. MWFRS LAT. 90 3.SNOW LOADS USE EXPOSURE FACTOR=1,THERMAL FACTOR=1.1,IMPORTANCE FACTOR=1. C&C -340 4.THIS TRUSS HAS BEEN DESIGNED WITH THE MINIMUM ROOF LIVE LOAD AND THE N2 MWFRS VERT. -45 CALCULATED SNOW LOADING APPLIED AS SEPARATE LOAD CASES AND COMBINATIONS. MWFRS LAT. 0 5.WIND PRESSURES ARE FOR EXPOSURE CATEGORY D,RISK CATEGORY II, C&C -340 33 ft MEAN ROOF HEIGHT,ENCLOSED BUILDING,MWFRS ENVELOPE PROCEDURE. 6.THIS TRUSS HAS BEEN DESIGNED USING ALLOWABLE STRESS DESIGN AND THE WIND LOADS HAVE BEEN CALCULATED USING THE Vasd WIND SPEED. 7.THE TRUSS DEAD LOAD HAS BEEN REDUCED FOR WIND LOADING. 8.THIS TRUSS HAS BEEN DESIGNED TO BE INSTALLED AND LOADED VERTICALLY. 9.CONSTRUCTION AND LIFTING LOADS HAVE NOT BEEN CONSIDERED IN THIS DESIGN. 10.TRUSS BRACING IS ASSUMED SHEATHING ON BOTTOM AND TOP CHORDS. 11.ADDITIONAL PERAMENT BRACING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. - `t 1-f: v. •:� w < g .- 04/13/22 BARLOW ENGINEERING,P.C. 1916 QUAIL RIDGE RD. CAU—kElisha\Desktop\work fles12200561TR&11-2.xis RALEIGH,NC 27609 RC 14 TR8-11-2 LEGACY CUSTOM MODULAR HOMES 20 psf GSL,105 mph Vasd EXP"D",ASCE 7-16 TRUSSNO.:TR8-11-2 GROUND SNOW LOAD(psf): 20 JOB NO.:220056 WIND SPEED(mph)(Vasd): 105 PITCH:8112 TRUSS SPACING(in D.C.): 16 r SPAN: 11'-2" NOTES: \\\\ 1.SUITABLE CONNECTIONS MAY BE SUBSTITUTED. 2.GRAVITY FORCES HAVE BEEN ADJUSTED FOR LOAD DURATION AND A CD OF 1.0 SHALL BE USED. 3.WIND FORCES HAVE NOT BEEN ADJUSTED FOR LOAD DURATION AND A CD OF 1.6 SHALL BE USED. UPLIFT CONNECTIONS(MWFRS LOADS): N1 UPLIFT(Ibs) LC CD 45 WIND 1.6 OK FOR 1 1/2"x 26 ga STRAP w/(2) 8d(0.131"x 2.5")COMMON NAIL OR w/(2)16 ga x 2.5"x 7/16"STAPLE EACH END OR OK FOR 1 1/2"x 20 ga STRAP w/(2) 8d(0.131"x 2.5")COMMON NAIL OR w/(2)16 ga x 2.5"x 7/16"STAPLE EACH END OR OK FOR SIMPSON GS20 STRAP w/(2)0.131"x 2.5"NAILS EACH END OR OK FOR SIMPSON LSTA9 STRAP w/(8)0.148"x 2.5"NAILS EACH END OR OK FOR SIMPSON H3 TIE w/(8)0.131"x 1.5"NAILS EACH END ALTERNATE:(2)16d(0.162"x 3.5")COMMON NAILS THROUGH BAND INTO BC(ENDGRAIN)PLUS (2)8d(0.131"x 2.5")COMMON NAILS)THROUGH SHEATHING INTO BAND AND STUD(FACE) ALTERNATE:(4)16d(0.162"x 3.5")COMMON NAILS THROUGH BAND INTO BC(ENDGRAIN)PLUS (9)8d(0.131"x 2.5")COMMON NAILS THROUGH SHEATHING INTO BAND AND STUD(FACE)PLUS NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D LATERAL(Ibs) LC CD 90 WIND 1.6 (2)16d(0.162"x 3.5')COMMON NAILS THROUGH BAND INTO TOP PLATE(TOENAILED) N2 UPLIFT(Ibs) LC CD 45 WIND 1.6 OK FOR 1 1/2"x 26 ga STRAP w/(2) 8d(0.131"x 2.5")COMMON NAIL OR w/(2)16 ga x 2.5"x 7/16"STAPLE EACH END OR OK FOR 1 1/2"x 20 ga STRAP w/(2) 8d(0.131"x 2.5")COMMON NAIL OR w/(2)16 ga x 2.5"x 7/16"STAPLE EACH END OR OK FOR SIMPSON CS20 STRAP w/(2)0.131"x 2.5"NAILS EACH END OR OK FOR SIMPSON LSTA9 STRAP w/(8)0.148"x 2.5"NAILS EACH END OR OK FOR SIMPSON H3 TIE w/(8)0.131"x 1.5"NAILS EACH END ALTERNATE:(2)16d(0.162"x 351 COMMON NAILS THROUGH BAND INTO BC(ENDGRAIN)PLUS (2)8d(0.131"x 2.5")COMMON NAILS)THROUGH SHEATHING INTO BAND AND STUD(FACE) ALTERNATE:(4)16d(0.162"x 3.5")COMMON NAILS THROUGH BAND INTO BC(ENDGRAIN)PLUS (9)8d(0.131"x 2.5")COMMON NAILS THROUGH SHEATHING INTO BAND AND STUD(FACE)PLUS NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D OR NO ADDITIONAL CONNECTION REQ'D LATERAL(Ibs) LC CD 0 WIND 1.6 NO CONN REQ'D N T $0 �'0- .- BARLOW ENGINEERING,P.C. 1916 QUAIL RIDGE RD. C:\Users\Elisha\Desktop\work files\220056\TR6-11-2.As 104/13/221 RALEIGH,NC 27609 RC 15 TR8-11-2 LEGACY CUSTOM MODULAR HOMES 20 psf GSL,105 mph Vasd EXP"D",ASCE 7-16 TRUSS NO.:TR8-11-2 GROUND SNOW LOAD(psf): 20 JOB NO.:220056 WIND SPEED(mph)(Vasd): 105 PITCH:8112 TRUSS SPACING(in O.C.): 16 SPAN:11'-2" NOTES: 1.SUITABLE CONNECTIONS MAY BE SUBSTITUTED. 2.GRAVITY FORCES HAVE BEEN ADJUSTED FOR LOAD DURATION AND A CD OF 1.0 SHALL BE USED. 3.WIND FORCES HAVE NOT BEEN ADJUSTED FOR LOAD DURATION AND A CD OF 1.6 SHALL BE USED. TRUSS CONNECTIONS FOR 20 psf GSL&105 mph WIND(Vasd): CONDITION"X'-RIDGE: TENSION(Ibs) FORCE LC CD 8 GRAVITY 1 OK FOR 1 1/2"x 26 ga STRAP wl(2) 8d(0.131"x2.5")COMMON NAIL OR w/(2)16 ga x2.5"x7116"STAPLE EACH END 30 WIND 1.6 OR OK FOR 1 1/2"x 20 ga STRAP w/(2) 8d(0.131"x 2.5")COMMON NAIL OR w/(2)16 ga x2.5"x7116"STAPLE EACH END OR OK FOR SIMPSON CS20 STRAP w/(2)0.131"x 2.5"NAILS EACH END OR OK FOR SIMPSON LSTA9 STRAP w/(8)0.148"x 2.5"NAILS EACH END SHEAR(Ibs) FORCE LC CD 5 GRAVITY 1 (2)16d(0.162"x 3.5")COMMON NAILS THROUGH RIDGE BEAM INTO RAFTER(ENDGRAIN) 43 WIND 1.6 ALTERNATE:(4)16d(0.162"x 3.5")COMMON NAILS THROUGH RIDGE BEAM INTO RAFTER(ENDGRAIN)PLUS NO ADDITIONAL CONN REQ'D PLUS USE 10d(0.148"x 3")COMMON NAILS AT 16 in O.C.THROUGH RIDGE BEAM PLYS CONDITION"B"-COLLAR TIE: TENSION FORCE LC CD 0 GRAVITY 1 (5)10d(0.148"x 3")COMMON NAILS THROUGH TIE INTO RAFTER EACH END(FACE) 645 WIND 1.6 ALTERNATE:(5)10d(0.148"x 3")COMMON NAILS THROUGH TIE INTO RAFTER EACH END(FACE)PLUS COMPRESSION (A)10d(0.148"x 3")COMMON NAILS THROUGH TIE INTO BEARING BLOCK(FACE) FORCE LC CD 307 GRAVITY 1 432 WIND 1.6 CONDITION"C"-HEEL: TOP CHORD AXIAL FORCE LC CD DIRECTION 265 GRAVITY 1 VERTICAL 1.5 in MINIMUM BEARING LENGTH FOR TOP CHORD TO BOTTOM CHORD 398 LATERAL OKAY FOR 318"GR.5 BOLT(DOUBLE SHEAR;318"SIDE PLATES)PLUS AN ADDITIONAL 220 WIND 1.6 VERTICAL (2)8d(0.131"x 2.5")COMMON NAILS THROUGH OSB GUSSET INTO RAFTER EACH SIDE(FACE)OR 329 LATERAL (2)16 ga x 2.5"x 7/16"STAPLES THROUGH OSB GUSSET INTO RAFTER EACH SIDE(FACE) OR OK FOR 112"GR.5 BOLT(DOUBLE SHEAR;112"SIDE PLATES) BOTTOM CHORD FROM TOP CHORD FORCE LC CD DIRECTION 265 GRAVITY 1 VERTICAL (4)8d(0.131"x 2.5")COMMON NAILS THROUGH OSB GUSSET INTO RAFTER EACH SIDE(FACE) 398 LATERAL OR(5)16 ga x 2.5"x 7/16"STAPLES THROUGH OSB GUSSET INTO RAFTER EACH SIDE(FACE) 220 WIND 1.6 VERTICAL 329 LATERAL a 07061 'a q l to BARLOW ENGINEERING,P.C. 1916 QUAIL RIDGE RD. CAU-.\Elisha\Desktop\work fil-\220056\TR8-11-2.x[s RALEIGH,NC 27609 RC 16 TR8-11-2 LEGACY CUSTOM MODULAR HOMES 20 psf GSL,105 mph Vasd EXP"D",ASCE 7-16 TRUSS NO.:TR8-11-2 GROUND SNOW LOAD(psf): 20 JOB NO.:1220056 WIND SPEED(mph)(Vasd): 105 PITCH:18112 TRUSS SPACING(in O.C.): 16 SPAN:111'-2" COMPONENT UNIFORM LOAD SUMMARY HEADER REACTIONS ARE TO BE DETERMINED BY THE BUILDING DESIGNER EXTERIOR WALL DEAD LOAD= 12 psf x 10 ft = 120 plf MATING WALL DEAD LOAD= 8 psf x 10 ft = 80 plf FLOOR DEAD LOAD= 10 psf x 11.2 ft/2= 56 plf FLOOR LIVE LOAD= 40 psf x 11.2 ft/2= 224 plf CEILING DEAD LOAD= 5 psf x 11.2 ft/2= 28 plf Q COMPONENT LOADS(lbs/ft) V Q LOCATION LOAD 1 1 2 3 4 5 6 DEAD 146 322 350 526 554 730 LIVE 270 494 494 718 718 942 n TOTAL 416 816 844 1244 1272 1672 C&C UPLIFT -255 -149 1 -133 -27 -10 CROSS SECTION IS FOR REFERENCE AND MAY NOT REFLECT ACTUAL TRUSS Nn BARLOW ENGINEERING,P.C. 1916 QUAIL RIDGE RD. CAU—EIM.Desktop\work fl-\220056\TR611-2.bs RALEIGH,NC 27609 RC 17 "# APPROVED DATE /8/2� LEGACY CUSTOM MODULAR HOMES PFS CORPORATION Bloomsburg, PA SECTION 22 UNIFORMLY LOADED BEAM CHARTS P1 -P137 MI" \lit\1 � !t�/r � ' %Jr• ;,� `^.�.�`£ ; r ,,.� 4. In • .s .a�.. r y ��'' •'. � t �'; � � "" �: Si4TE Ota ��# ORI es J Kph aiB,� N 584 : .VLf s'i'.. .<�y: : : 1. +�.•.�•.lila � -i•A A�k ' �' �/` � -. ...�s..• _\E/ �,. . LV'1,, 02/09/22E `'`$° • 3a Yib.,.,�•b., `x;11 liaJaj � y38i(,S�y`85�§',.1,$ C; r ..r Y ` .a •• . �,,� Off` N �'p p- -�, { 0� •t,�•�� �:�`4 S`", ,�� E3� .:.. ?T�.',�"I ��. c��,.,� _;iy gL��,a�z .t it h t,.' ' t.'� �. `► � Y � `,�. .. -'s»« i�:��„-,:,��`'.F,yy".t. •••��:'rtr:,;�..,...'. ..' ung b B'P-'it"'At_. f "1 �� �� f�'�. ';i-.� i.K .� .��'A �'•J�x x � � �. 4Y'i �� ib A°" y_ �ruw.. tu 906 10 0 51 • '&�`. ,� �yy �� �' .. . .. . '.. mss,:,"'ice. � k r''l. .r �. �'" 6 i•: rs '; ;:x.��Ct$ _ ,rt:,: ;. `yam ��'',q,F'• ,�. 3 lye .�&,�y,I' ', 1� '� ,L �NAL.tst� 02/26/2020 Professional Cerllfication.l heathy certify that these documents V 0G Mrs prepared or approved by me,and that I am a duly licensed r voie„emeax�xww.e�.c,•ixoa m,e professional engineer under the laws of the State of Maryland, eev sur xis nar"soire iota License No.33421,Expiration Date 7116K20. RC 18 APPROYEO SINGLE WINDOW D0.TE 3n�'ZI PFS CORPORATION EXTERIOR HEADERIN VAULT NOTES: 1.LOADS ARE UNIFORM ALONG BEAM LENGTH. 4.DURATION FACTOR(Cd)=1.0&REPETITIVE FACTOR(Cr)=1.0. 7.SINGLE MEMBER LVUS GREATER THAN 14"DEEP ARE NOT TO BE 2.SEE INSTRUCTIONS FOR REQUIRED BRACING. 5.MULTIPLE PLIES ARE TO BE FASTENED PER MANFACTURER/CODE REQUIREMENTS. USED EXCEPT FOR MATING WALL LOCATIONS WHERE ONE EACH 3.SPANS ARE LIMITED BY THE MAXIMUM SPAN DUE TO 6.DESIGNER TO ACCOUNT FOR DEFLECTION,REQUIRED BEARING LENGTH SIDE ARE FASTENED TOGETHER TO FORM A DOUBLE MEMBER BENDING,DEFLECTION,OR SHEAR. AND SUPPORT STUDS. 8.MID-SPAN SPLICING IS NOT ALLOWED. UNIFORMLY LOADED BEAM SPAN CALCULATIONS BASED ON If 240 DEFLECTION BASED ON If 360 DEFLECTION BASED ON 1/480 DEFLECTION BASED ON 1/2"MAX.DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MEMBER LOAD(p8) QUANTITY d/b SPAN BY LENGTH(in) (in) SPAN BY LENGTH(in) (in) SPAN BY LENGTH(in) (n) SPAN BY LENGTH(in) (in) P2z45PF'#2 -,250 1 2.3 3'-3" Lb 0.643 0.086 3'-3" Lb 0.643 0.086 3'-2" Ld 0.632 0.08 3'-3" Lb 0.643 0.086 J0455 41721 4'-5" Ld 0.439 0.149 4'-0" Ld 0.398 0.101 4'-7" Lb 0,455 0.172 3 0.8 5'-7" Lb 0.372 0.257 5'-1" Ld 0.335 0.17 4'-7" Ld 0.304 0.116 5'-7" Lb 0.372 0.257 4 0.6 6'-5" Ld 0.317 0.321 5'-7" Ld 0.277 0.187 5'-1" Ld 0.252 0.127 6'-6" Lb 0,322 0.342 2 x 4 SYP#2 250 1 2.3 2'-11" Lb 0.443 0.06 2'-11" Lb 0.443 0.06 2'.11" Lb 0.443 0.06 2'-11" Lb 0.443 0.06 2 1.2 4'-2" Lb 0.313 0.121 4'-2" Lb D.313 0.121 4'-0" Ld 0.3 0.101 4'-2" Lb 0.313 0.121 3 0.8 5'-2" Lb 0.256 0.18 5'-1" Ld 0.252 0.17 4'-7" Ld 0.229 0.116 5'-2" Lb 0.256 0.18 4 0.6 5'-11" Lb 0.222 0.24 5'-7" Ld 0.208 0.187 5'-1" Ld 0.189 0.127 5'-11" Lb 0.222 0.24 2X4 HEM-FIR#2 250 1 2.3 3'-2" Lb 0.665 0.087 3'-2" Lb 0.665 0.087 3'-1" Ld 0.647 0.078 3'-2" Lb 0.665 0.087 2 1.2 4'-6" Lb 0.47 0.174 4'-4" Ld 0.449 0.145 3'-11" Ld 0.408 0.099 4'-6" Lb 0.47 0.174 3 0.8 5'-6" Lb 0.384 0.261 4'-11" Ld 0.343 0.166 4'-6" Ld 0.312 0.113 5'-6" Lb 0.384 0.261 4 0.6 6-.3" Ld 0.324 0.313 5'-5" Ld 0.283 0.182 4'.11" Ld D.258 0.124 1'-5" Lb 0.333 0.348 2z 4 SP SELECT STR. 250 1 2.3 4'-4" Ld 0.651 0.22 3'-10" Ld 0.569 0.128 3'-5" Ld 0.517 0.087 5'-4" Lb 0.792 0.483 1,2 5'-6" Ld 0.41 0.278 4'-10" Ld 0.359 0.162 4'-4" Ld 0.326 0.11 6'-5" Ld 0.476 0.5 E24 0.8 6'-4" Ld 0.314 0.318 5'-6" Ld 0.274 0.185 5'-0" Ld 0.249 0.126 7'-1" Ld D.351 0.5 0.6 6'-11" Ld 0.259 0.349 6'-1" Ld 0.226 0.203 5'-6" Ld 0.206 0.139 7'-7" Ld 0.283 0.5 1.5 x 3.5 LVL 2502.3 4'-6" Ld 0.433 0.228 3'-11" Ld 0.378 0.133 3'-7" Ld 0.344 0,091 4'-11" Lb 0.468 0.31 1.2 5' 8" Ld 0.273 0.287 .5'-0" Ld 0.239 0.167 4'-6" Ld 0.217 0.114 6'-7" Ld D,314 0.5 0.8 6'-6" Ld 0.209 0.329 5'-8" Ld 0.182 0.191 5'-2" Ld 0.166 0.13 7'-3" Ld 0.232 0.5 0.6 7'-2" Ld 0.173 0.362 6'-3" Ld 0.151 0.211 5'-8" Ld 0.137 0.143 7'-10" Ld 1 0.187 0.5 2 x6 SPF#2 250 1 3.7 4'-9" Lb 0.94 D.101 4'-9" Lb 0.94 0.101 4'-9" Lb 0.94 0.101 4'-9" Lb 0.94 0.101 2 1.8 6'.9" Lb 0.666 0202 6'-9" Lb 0.666 0.202 6'-4" Ld 0.627 0.159 6'-9" Lb 0.666 0.202 3 1.2 8'-3" Lb 0.544 0.303 8'-O" Ld D.527 0.267 7'-3" Ld 0.479 0.182 8'-3" Lb 0.544 0.303 4 0.9 9'-6" Lb 0.472 0.403 8'-9" Ld 0.436 0.294 8'-O" Ld 0.396 0.2 9'-6" Lb 0.472 0.403 2 x 6 SYP#2 250 1 3.7 4'-5" Lb 0.663 0.078 4'-5" Lb 0.663 0.078 4'-5" Lb 0.663 0.078 4'-5" Lb 0.663 0.078 2 1.8 6'-3" Lb 0.47 0,156 6'-3" Lb 0.47 0.156 6'-3" Lb 0.47 0.156 6'-3" Lb 0.47 0.156 3 1.2 7'-8" Lb 0.384 0.234 7'-8" Lb 0.384 0.234 7'-3" Ld 0.361 0.182 7'-8" Lb 0.384 0.234 4 0.9 8'-11" Lb 0.333 0.31 8'-9" Ld 0.329 0.293 7'-11" Ld 0.298 0.2 8'-11" Lb 0.333 0,31 2 x 6 HEM-FIR#2 250 1 3.7 4-.8" Lb 0.973 0.103 4'-8" Lb D.973 0.103 4'.8" Lb 0.973 0.103 4'.8' Lb 0.973 0.103 2 1.8 6'-7" Lb 0.689 0.206 6'-7" Lb 0.689 0.206 6'-2" Ld 0.642 0.155 6'-7" Lb 0.689 0.206 3 1.2 8'-1" Lb 0.563 0.308 7'-9" Ld 0.54 0.26 7'-1" Ld 0.491 0.177 8'-1" Lb 0.563 0.308 4 0.9 9'-4" Lb 0.468 0.409 8'-7" Ld 0.447 0.286 7'-9" Ld 0.406 0.195 9'-4" Lb 0.488 0.409 2 x 6 SP SELECT STIR. 250 1 3.7 6'-11" Ld 1.024 0.346 61-01, Ld 0.894 0.202 51.5. Ld 0.812 0.137 7'.4' Lb 1.096 0.455 2 1.8 8'-8" Ld 0.646 0.436 7'-7" Ld 0.564 0,254 6'-11" Ld 0.513 0.173 9'-0" Ld 0.668 0.5 3 1.2 9'-11" Ld 0.494 0.499 8'-8" Ld 0.431 0.29 7'-10" Ld D.392 0.198 9'-11" Ld .?a .5 4 0.9 10'-11" Ld 0.408 0.548 9'-6" Ld 0.356 0.319 8'-8" Ld 0.324 0.216 10'-B" Ld;54 ,,,, 1.5x5.5 LVL 250 1 3.7 7'-2" Ld 0.681 0.358 6'-3" Ld 0.595 D.209 5'-8" Ld 0.541 0.142 7'-7" LLLL9'-0" Ld 0.43 0.451 7'-10" Ld 0.376 0.263 7'-1" Ld 0.341 0.179 9'-3" �* 0,10'-3" Ld 0.329 0.516 9'-0" Ld 0.287 0.301 8'-2" Ld 0.261 0.205 2" `¢ tl. 03611'-4" Ld 0.272 0.567 9'-10" Ld 0.238 0.33 9'-0" Ld 0.216 0,225 A: E, fit? 0 NNIBEAM APPROI(ED DATE /9112 PFS CORPORATION w"n V,PA NOTES: 1.LOADS ARE UNIFORM ALONG BEAM LENGTH. 4.DURATION FACTOR(Cd)=1.0&REPETITIVE FACTOR(Cr)=1.0. 7.SINGLE MEMBER LVL'S GREATER THAN 14"DEEP ARE NOT TO BE 2.SEE INSTRUCTIONS FOR REQUIRED BRACING. 5.MULTIPLE PLIES ARE TO BE FASTENED PER MANFACTURER/CODE REQUIREMENTS. USED EXCEPT FOR MATING WALL LOCATIONS WHERE ONE EACH 3.SPANS ARE LIMITED BY THE MAXIMUM SPAN DUE TO 6.DESIGNER TO ACCOUNT FOR DEFLECTION,REQUIRED BEARING LENGTH SIDE ARE FASTENED TOGETHER TO FORM A DOUBLE MEMBER BENDING,DEFLECTION.OR SHEAR. AND SUPPORT STUDS. S.MID-SPAN SPLICING IS NOT ALLOWED. UNIFORMLY LOADED BEAM SPAN CALCULATIONS BASED ON 1/240 DEFLECTION BASED ON 1/360 DEFLECTION BASED ON 1/480 DEFLECTION BASED ON 1/2"MAX.DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MEMBER LOAD(plo QUANTITY d/b SPAN BY LENGTH(in) I SPAN BY LENGTH(in) (in) SPAN BY LENGTH(in) (i n) SPAN BY I LENGTH(n) (in) 2 x 8 SPF#2 400 1 4.8 4'-9" Lb 1.506 0.071 4'-W Lb 1.506 0.071 4'-9" Lb 1.506 0.071 4'-9" Lb 1.506 0.071 2 2.4 6'-9" Lb 1.066 0.142 6'-9" Lb 1.066 0.142 6'-9" Lb 1.066 0.142 6'-9" Lb 1.066 0.142 3 1.6 6'-3" Lb 0.871 0.213 8'-3" Lb 0.871 0.213 1'-2" Ld 0.863 0.205 8'-3" Lb 0.871 0.213 4 1.2 9'-6" Lb 0.755 0.283 9'-6" Lb 0.755 0.283 9'-0" Ld 0.714 0.226 9'-6" Lb 0.755 0.283 2 x 8 SYP#2 400 1 4.8 4'-6" Lb 1.064 0.055 4'-5" Lb 1.064 0.055 4'-5" Lb 1.064 0.055 4'-5" Lb 1.064 0.055 2 2.4 6'-4" Lb 0.753 0.11 6'-4" Lb 0.753 0.11 G'-4" Lb D.753 0.11 6'-4" Lb 0.753 0.11 3 1.6 7'-9" Lb 0.616 0.165 7'-9" Lb 0.616 0.165 7'-9" Lb 0.616 0.165 7'-9" Lb 0.616 0.165 4 1.2 8'-11" Lb 0.534 0.219 8'-11" Lb 0.534 0.219 8'-11" Lb 0.534 0.219 B'-11" Lb 0.534 0.219 2 x 8 HEM-FIR#2 400 1 4.8 4-.8" Lb 1.558 0.072 4'-B" Lb 1.558 0.072 4--l" Lb 1.558 0.072 4'-8- Lb 1.558 0.072 2 2.4 6'-8" Lb 1.103 0.144 6'-8" Lb 1.103 0.144 1 6'-8" Lb 1.103 0.144 6'-8" Lb 1.103 0.144 3 1.6 8'-1" Lb 0.901 0.216 8'-1" Lb 0.901 0.216 8'-0" Ld 0.884 0.2 8'-1" Lb 0.901 0.216 4 1.2 9'-4" Lb 0.781 0.288 1'-4- Lb 0.781 0.288 1._911 Ld 0.731 0.22 9'-4" Lb 0.781 0.288 2 x 8 SP SELECT STIR. 400 1 4.8 7--l" Lb 1.691 0.275 6.-9. Ld 1.612 0.227 6'-2- Ld 1.465 0.155 7'-1" Lb 1.691 0.275 2 2.4 9'-9" Ld 1.164 0.491 8'-7" Ld 1.017 0.286 7'-9" Ld 0.924 0.195 9'-ID" Ld 1.169 0.5 3 1.6 11'-2" Ld 0.889 0.562 1.-9" Ld 0.777 0.327 B'-11" Ld 0.706 0.223 10'-11" Ld 0.864 0.5 4 1.2 12'-4" Ld 0.735 0.618 10'-9" Ld 0.642 0.36 9'-9" Ld 0.583 0.245 11'-B" Ld 0.697 0.5 1.5 x 7.25 LVL 400 1 4.8 7'-10" Lb 1.197 0.365 7'-0" Ld 1.072 0.235 6'-4" Ld 0.974 0.16 7'-10" Lb 1.197 0.365 2 2.4 10'-2" Ld 0.775 0.509 8'-10" Ld 0.677 0.296 8'-0" Ld 0.615 0.202 10'-1" Ld 0.771 0.5 3 1.6 11'-7" Ld 0.592 0.582 10'-1" Ld 0.517 0.339 9'-2" Ld 0.47 0.231 11'-2" Ld 0.57 0.5 4 1.2 12'm 9" Ld 0.49 0.64 11 1-2" Ld 0.428 0.373 10'-i" Ld 0.389 D.254 12--0" Ld 0.46 0.5 (.'2%i0,$PF#12 gd00� 1 6.2 5'-10" Lb 1.84 0.076 5'-10" Lb 1.84 0.076 5'-10" Lb 1.84 D.076 5'-10" Lb 1.84 0.076 3; `3.1 B'-3" Lb 1.303 0.152 6'-3" 1b' 111.3W x0.162" 8'-3" Lb 1.303 0.152 B'-3" Lb 1.303 0.152 3 2.1 10'-1" Lb 1.065 0.228 1D'-1" Lb 1.065 0.228 10'-1" Lb 1.065 0.228 10'-1" Lb 1.065 0.228 4 1.5 11'-7" Lb 0.924 0.303 11'-7" Lb 0.924 0.303 11'-6" Ld 0.912 0.288 ll'-7" Lb 0.924 0.303 2 x 10 SYP#2 400 1 6.2 5'-3" Lb 1.262 0.053 5'-3" Lb 1.262 0.053 51-11. Lb 1.262 D.053 1.-3" Lb 1.262 0.053 2 3.1 7'-6" Lb 0.894 0.105 7'-6" Lb 0,894 0.105 7'-6" Lb 0.894 0.105 7'-6" Lb 0.894 0.105 3 .1 9'-2" Lb 0.731 0.157 9'-2" Lb 0.731 0.157 9'-2" Lb 0.731 0.157 9'-2" Lb 0.731 0.157 4 5 10'-7" Lb 0.634 0.209 10'-7" Lb 0.634 0.209 10'-7" Lb 0.634 0.209 10'-7" Lb 0.634 0.209 2 x 10 HEM-FIR#2 400 1 6. 5.-91. Lb 1.903 0.078 5'-9" Lb 1.903 0.078 5'-9" Lb 1.903 0.078 51-9. Lb 1.903 0.078 2 3.1 8'-1" Lb 1.348 0.155 B'-1" Lb 1.348 0.155 8'-1" Lb 1.348 0.155 8'-1" Lb 1.348 0.155 3 2.1 9'-11" Lb 1.102 0.231 9'-11" Lb 1.102 0.231 9'-11" Lb 1.102 0.231 9'-1i" Lb 1.102 0.231 4 1.5 11'-5" Lb 0.955 0.308 11'-5' Lb 0.955 0.308 11'-2" Ld 0.934 0.281 11'-5" Lb 0.955 X308 2 x 10 SP SELECT STR. 400 1 6.2 8'-1" Lb 1.929 0.224 8.-ill Lb 1.929 0.224 7'-10" Ld 1.869 0.198 81-1.1 Lb 1.2-,• p.�.,.,,g(J. .4 2 3.1 1'-6" Lb 1.366 0.447 10'-11" Ld 1.298 0.365 9'-11" Ld 1.179 0.249 11'-6" Lb 3 2.1 '-1" Lb 1.116 0.669 12'-6" Ld D.992 0.417 11'-4" Ld 0.901 0.284 13'-1" Ld •ti;0 '�i`y�?' 4 1.5 15 -9" Ld 0.939 0.788 13'-9- Ld 0.82 0.459 12--l" Ld 0.745 0.313 14'-0" 8381 i 1.5 x 9.25 LVL 400 1 6.2 B'- 1" Lb 1.515 0.451 9._01. Ld 1.369 0.3 8'-2" Ld 1.244 0.205 a p .515 2 3.1 12'- Ld 0.989 0.649 11'.4" Ld 0.864 0.378 10'-3.. Ld 0.785 0.257 Q '° ( ^'•�'"^'c'�0. +' 3 2.1 14'-10 Ld 0.757 0.742 12'-11" Ld 0.661 0.432 11'-9" Ld 0.601 0.294 '�., "�• Ld �1)�,-,t*° �_ yS 4 1.5 16'-3" Ld 0.626 0.816 14'-3" Ld 0.547 0.475 12'-11" Ld 0.497 0.324 '�Lfr;"� s:•ry/W'�\, i;-�5 H" MAX FLR GIRDER SPAN (361 PLF) � ` N GNIBEAM c Q APPROVED SINGLE WINDOW/ DATE 1&:__ PFSCORPORATION DOOR EXTERIOR W-9,°" HEADER NOTES: 1.LOADS ARE UNIFORM ALONG BEAM LENGTH. 4.DURATION FACTOR(Cd)=1.0&REPETITIVE FACTOR(Cr)=1.0. 7.SINGLE MEMBER LVL'S GREATER THAN 14"DEEP ARE NOT TO BE 2.SEE INSTRUCTIONS FOR REQUIRED BRACING. 5.MULTIPLE PLIES ARE TO BE FASTENED PER MANFACTURER/CODE REQUIREMENTS. USED EXCEPT FOR MATING WALL LOCATIONS WHERE ONE EACH 3.SPANS ARE LIMITED BY THE MAXIMUM SPAN DUE TO 6. DESIGNER TO ACCOUNT FOR DEFLECTION,REQUIRED BEARING LENGTH SIDE ARE FASTENED TOGETHER TO FORM A DOUBLE MEMBER BENDING,DEFLECTION,OR SHEAR. AND SUPPORT STUDS. B.MID-SPAN SPLICING IS NOT ALLOWED. UNIFORMLY LOADED BEAM SPAN CALCULATIONS BASED ON 11240 DEFLECTION BASED ON 11360 DEFLECTION BASED ON 1/480 DEFLECTION BASED ON 1/2"MAX.DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MEMBER LOAD(piq QUANTITY /d/b SPAN BY LENGTH(in) (in) SPAN BY LENGTH(in) (in) SPAN BY LENGTH(in) (in) SPAN BY LENGTH(in) (in) i2 x 4 SpF!!2� 500, 1 2.3 2'-3" Lb 0.908 0.043 2'-3- Lb 0.908 0.043 2'-3" Lb 0.908 0.043 2'-3" Lb 0.908 0.043 2 1.2 3'-3" Lb 0.642 0.086 3'-3" Lb 0.642 0.086 3'-2" Ld 0.632 0.08 3'-3" Lb 0.642 0.086 I3} 1U.B': 4 0"s 'Cb` ;11.625' 0.1291 4'-0' Lb 0.525 0.129 3'-B" Ld 0.482 0.092 4'-0" Lb 0.525 0.129 4 0.6 4'-7" Lb 0.455 0.172 4'-5" Ld 0.439 0.149 4'-0" Ld 0.398 0.101 4'-7" Lb 0.455 0.172 2 x 4 SYP#2 500 1 2.3 2'-1" Lb 0.626 0.03 2--l' Lb 0.626 0.03 2'-1" Lb 0.626 0.03 2'-1" Lb 0.626 0.03 2 1.2 2'-11" Lb 0.443 0.06 2'-11" Lb 0.443 0.06 2'.11" Lb 0.443 0.06 2'-11" Lb 0.443 0.06 3 0.8 3'-7" Lb 0.361 0.09 3'-7" Lb 0.361 0.09 3'-7" Lb 0.361 0.09 3'-7" Lb 0.361 0.09 4 0.6 4'-2" Lb 0.313 0.121 4'-2" Lb 0.313 0.121 4'-0" Ld 0.3 0.101 4'-2" Lb 0.313 0.121 2 x 4 HEM-FIR#2 500 1 2.3 2'-3" Lb 0.939 0.044 2'-3" Lb 0.939 0.044 2--l" Lb 0.939 0.044 2.-3. Lb 0.939 0.044 2 1.2 3'-2" Lb 0.665 0.087 3'-2" Lb 0.665 0.087 3--l" Ld 0.647 0.078 3'-2" Lb D.665 0.087 3 0.8 3'-11" Lb 0.543 0.131 3'-11" Lb 0.543 0.131 3'-7" Ld 0.494 0.09 3'-11" Lb 0.543 0.131 4 0.6 4'-6" Lb 0.47 0.174 4'-4" Ld 0.449 1 0.145 3'-11" Ld 0.408 1 0.099 4'-6" Lb 0.47 0.174 2 x 4 SP SELECT STIR. 500 1 2.3 11.01. Lv 0.895 0.099 _3'-0" Lv 0.895 0.099 2'-9" Ld 0.82 0.069 3'-0' Lv 0.895 0.099 2 1.2 4'-4" Ld 0.651 0.22 3'-10" Ld 0.569 0.128 3'-5" Ld 0.517 0.087 5'-4" Lb 0.792 0.483 3 0.8 5'-0" Ld 0.497 0.252 4'-4" Ld 0.434 0.147 4'-0" Ld 0.395 0.1 5'-11" Ld 0.59 0.5 4 0.6 5'-6" Ld 0.411 0.278 4'-10" Ld 0.359 0.162 4'-4" Ld 0.326 0.11 6'-5" 1 Ld 0.476 0.5 1.5 x3.5 LVL 500 1 2.3 3'-5" Lb 0.661 0.155 3'-1" Ld 0.6 0.106 2'-10" Ld 0.545 0.072 3'-5" Lb 0.661 0.155 2 1.2 4'-6" Ld 0.433 0.228 3'-11" Ld 0.378 0.133 3'-7" Ld 0.344 0.091 4'-11" Lb 0.468 0.31 3 0.8 5'-2" Ld 0.331 0.261 4'-6" Ld 0.289 0.152 4'-1" Ld 1 0.262 0.104 6'-0" Lb 0.382 0.465 4 0.6 5'-8" Ld 0.273 0.287 5'-0" Ld 0.239 0.167 4'-6" Ld 0.217 0.114 6'-7" Ld 0.314 0.5 2x6SPF#2 500 1 3.7 3'-4" Lb 1.329 0.051 3'-4" Lb 1.329 0.051 3'-4" Lb 1.329 0.051 3'-4" Lb 1.329 0.051 2 1.8 4'-9" Lb 0.94 0.101 4'-9" Lb 0.94 0.101 4'-9" Lb 0.94 D.101 4'-9" Lb 0.94 0.101 3 1.2 51-101, Lb 0.768 0.152 5'-10" Lb 0.768 0.152 5'-9" Ld 0.759 0.145 5'-10" Lb 0.768 0.152 4 0.9 6'-9" Lb 0.666 0.2D2 6'-9" Lb 0.666 0.202 6'-4" Ld 0.627 0.159 6'-9" Lb 0.666 0.202 2 x 6 SYP#2 500 1 3.7 3'-2" Lb 0.937 0.039 3'-2" Lb 0.937 0.039 3'-2" Lb 0.937 0.039 3'-2" Lb 0.937 0.039 2 1.8 4'.5" Lb 0.663 0.078 4'-W Lb 0.663 0.078 4--l" Lb 0.663 D.078 4'm 5" Lb 0.663 0.078 3 1.2 5'-5" Lb 0.542 0.117 5'-5" Lb 0.542 0.117 5'-5" Lb 0.542 0.117 5'-5" Lb 0.542 0.117 4 0.9 6'-3" Lb 0.47 0.156 6'-3" Lb 0.47 0.156 6'-3" Lb 0.47 0.156 6'-3" Lb 0.47 0.156 2x6HEM-FIR#2 500 1 3.7 3'-4" Lb 1.375 0.052 3'-4" Lb 1.375 0.052 3'-4" Lb 1.375 0.052 3'-4" Lb 1.375 0.052 2 1.8 4'-8" Lb 0.973 0.103 4'-W Lb 0.973 0.103 4'-8" Lb 0.973 0.103 4'-8" Lb 0.973 0.103 3 1.2 5'-9" Lb 0.795 0.154 5'-9" Lb 0.795 0.154 5'-7" Ld 0.777 0.141 5'-9" Lb 0.795 0.154 4 0.9 6'-7- Lb 0.689 0.206 6'-7" Lb 0.689 0.206 6'-2" Ld 0.642 0.155 6'-7" Lb 00.6,A„9� .206 2x6SP SELECT STR. 500 1 3.7 4'-9" Lv 1.406 0.155 4'-9° Lv 1.406 0.155 4'-4" Ld 1.289 0.109 4'-9" Lv. _�A :-� 5 2 1.8 6'-it" Ld 1.024 0.346 6'-0" Ld 0.894 0.202 5'-5" Ld 0.812 0.137 7'-4" 5� 1b,�i•: 3 1.2 7'-11" Ld 0.782 0.396 6'-11" Ld 0.683 0.231 6'-3" Ld 0.62 0.157 8'-4" U.Fr? 4 0.9 8'-W Ld 0.646 0.436 7'-7" Ld 0.564 0.254 6'-11" Ld 0.513 0.173 '-0" vL 0.668 y 1.5 x 5.5 LVL 500 1 3.7 5'-4" Lb 1.024 0.23 4'-11" Ld 0.943 0.166 4'-6" Ld 0.857 0.113 � -4 2 1.8 7'-2" Ld 0.681 0.358 6'-3" Ld 0.595 0.209 5'-B" Ld 0.541 0.142 -7; 0.724-�"" 0,45'i1Y 3 1.2 1'-2" Ld 0.52 0.41 7'-1" Ld 0.455 0.239 6'-6" Ld 0.413 0.163 - �L°`�1 ' yrl+r`:` o{ 4 0.9 9'-0" Ld 0.43 0.451 7'-10" Ld 0.376 0.263 7'-1" Ld 0.341 0.179 W -:'r9 _.' '("r; s ..a a = . MOVED GARAGE DOOR AP1&'22 LATE 3/&'22 PFS EXTERIOR HEADER O fla�m-.GCORPRATItlN O VA NOTES: 1.LOADS ARE UNIFORM ALONG BEAM LENGTH, 4.DURATION FACTOR(Cd)=1.0&REPETITIVE FACTOR(Cr)=1.0. 7.SINGLE MEMBER LVUS GREATER THAN 14"DEEP ARE NOT TO BE 2.SEE INSTRUCTIONS FOR REQUIRED BRACING. 5. MULTIPLE PLIES ARE TO BE FASTENED PER MANFACTURER/CODE REQUIREMENTS. USED EXCEPT FOR MATING WALL LOCATIONS WHERE ONE EACH 3.SPANS ARE LIMITED BY THE MAXIMUM SPAN DUE TO 6.DESIGNER TO ACCOUNT FOR DEFLECTION,REQUIRED BEARING LENGTH SIDE ARE FASTENED TOGETHER TO FORM A DOUBLE MEMBER BENDING,DEFLECTION,OR SHEAR. AND SUPPORT STUDS. B.MID-SPAN SPLICING IS NOT ALLOWED. UNIFORMLY LOADED BEAM SPAN CALCULATIONS BASED ON 1/240 DEFLECTION BASED ON It 360 DEFLECTION BASED ON I/48D DEFLECTION BASED ON 1/2"MAX.DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MAXIMUM LIMITED BEARING DEFLECTION MEMBER LOAD(pII) QUANTITY d/b SPAN BY LENGTH(in) (in) SPAN BY LENGTH(in) (in) SPAN BY LENGTH(n) (in) SPAN BY LENGTH(in) (n) "2X 12SPa`42• 560, 1 7.5 6'-0" Lb 2.386 0.061 6'-0" Lb 2.386 0.061 6'-0" Lb 2.386 0.061 6'-0" Lb 2.386 0.061 2 3.8 8'-6" Lb 1.689 0.122 8'-6" Lb 1.689 0.122 8'-6" Lb 1.689 0.122 8'-6" Lb 1.689 0.122 3; :2,5; 11.38'1- '0.1 10'-5" Lb 1.381 0.183 10'-5" Lb 1.381 0.183 10'-5" Lb 1.381 0.183 4 1.9 12'-1" Lb 1.198 0.244 12'-1" Lb 1.198 0.244 12'-1" Lb 1.198 0.244 12'-1" Lb 1.198 0.244 2x 12 SYP#2 500 1 7.5 5'-9" Lb 1.716 0.051 5'-9" Lb 1.716 0.051 5'-9" Lb 1.716 0.051 5'-9" Lb 1.716 0.051 2 3.8 8'-2" Lb 1.216 0,102 8'-2" Lb 1.216 0.102 8'-2" Lb 1.216 0.102 8'-2" Lb 1.216 0.102 3 2.5 10'-0" Lb 0.994 0.153 10'-0" Lb 0.994 0.153 10'-0" Lb 0.994 0.153 10'-0" Lb 0.994 0.153 4 1.9 1 11'-6" Lb 0.862 0.203 ll'-6- 1 Lb 1 0.862 0.203 11'-6" Lb 0.862 0.203 11'-6" Lb 0.862 0.203 2 x 12 HEM-FIR#2 500 1 7.5 51-11.. Lb 2.468 0.062 I.-ill. NLb 2.468 0.062 5.-ill, Lb 2.468 0.062 51.11.. Lb 2.468 0.062 2 3.8 8'-5" Lb 1.747 0.124 8'-5" 1.747 0.124 8'-5" Lb 1.747 0.124 8'-5" Lb 1.747 0.124 3 2.5 10'-3" Lb 1.428 0.186 10'-3" 1.428 0.186 10'-3" Lb 1.428 0.186 10'-3" Lb 1.428 0.186 4 1.9 11'-10" Lb 1.239 0.247 11'-10" 1.239 0.247 11'-10" Lb 1.239 0.247 11'-10" Lb 1.239 0.247 2 x 12 SP SELECT STR. 500 1 7.5 8 -2" Lb 2.426 0.16 8'-2" 2.426 0.16 8'-2" Lb 2.426 0.16 8'-2" Lb 2.426 0.16 2 3.8 11 -T' Lb 1.718 0.319 11'-7" 1.718 0.319 11'-2" Ld 1.664 0.281 11'-7" Lb 1.718 0.319 3 2.5 14'-2" Lb 1.404 0.477 14'-1" 1.4 0.471 12'-10" Ld 1.272 0.321 14'-2" Lb 1A04 0.477 4 1.9 16'-4" Lb 1.217 0.634 15'-6" Ld 1.157 0.518 14'-1" Ld 1.052 0.353 15'-4" Ld 1.147 0.5 1.5 x 11.25 LVL 500 1 7.5 10.-9.1 Lb 2.048 0.428 10'-2" Ld 1.932 0.339 9'-2" Ld 1.755 0.231 101-91, Lb 2.046 0.428 2 18 14'-7" Ld 1.396 0.732 12'-9" Ld 1.22 0.427 11'-7" Ld 1.108 0.291 13'-3" Ld 1.269 0.5 3 2.5 16.-911 Ld 1.068 0.838 14'.7" Ld 0,933 0.488 13'-3" Ld 0.847 0.332 14'-8" Ld 0,938 0.5 4 1.9 18'-5" Ld 0.883 0.921 16'-1" Ld 0.771 0.536 14'-7" Ld 0.701 0.365 15'-9" Ld 0.758 0.5 1.5 x 12 LVL 500 1 6 11'-5" Lb 2.18 0.452 101-101, Ld 2.061 0.362 9'-10" Ld 1.873 0.246 11'-5" Lb 2.18 0.452 2 4 15'-7" Ld 1.49 0.761 13'-7" Ld 1.301 0.455 12'-4" Ld 1.182 0.31 13'-11" Ld 1.332 0.5 3 2.7 17'-10" Ld 1.139 0.893 15'-7" Ld 0.995 0.52 14'-2" Ld 0.904 0,354 161-61, Ld 0.985 0.5 4 2 19'-7" Ld 0.943 0,962 17--l" Ld 0.823 0.572 11'.7" Ld 0.748 0.39 16'-7" Ld 0.796 0.5 1.5x 14 LVL 500 1 9.3 13'-3" Lb 2.531 0.517 12'-7" Ld 2.405 0.422 11'-5" Ld 2.185 0.287 13'-2" Ld 2.51 0.5 2 4.7 18'-2" Ld 1.739 0.911 15'-11" Ld 1.519 0.531 14'-5" Ld 1.38 0.362 15'-8" Ld 1.497 0.5 3 3.1 20'-9" Ld 1.331 1.042 18'-2" Ld 1.162 0.607 16'-6" Ld 1.056 0.413 17'-4" Ld 1.108 0.5 4 2.3 22'-10" Ld 1.101 1.145 20'.0" Ld 0.962 0.667 18 -2" Ld 0.874 0.454 18'-7" Ld 0.895 0.5 1.5x 16 LVL 500 1 10.7 15'-1" Lb 2.881 0.58 14'-5" Ld 2.75 0.482 13'-1" Ld 2.499 0.328 14'-T' Ld 2.776 0.5 2 5.3 20'-9" Ld 1 1.989 1.041 18'-2" Ld 1.738 0.606 16'-6" Ld 1.579 0.413 17'-3" Ld 1.656 0.5 3 3.6 23'-9" Ld 1.522 1.19 20'-9" Ld 1.33 0.693 18'-10" Ld 1.208 0.472 19'-1" Ld 1.226 0.5 4 2.7 26'-1" Ld 1.26 1.308 22'-10" Ld 1.101 0.761 20'-9" Ld 1 0.519 20'-6" Ld 0.991 0.5 1.5x 18 LVL 500 1 12 16'-11" Lb 3.229 0.642 16'-3" Ld 3.095 0.542 14'-9" Ld 2.812 0.369 15'-11" Ld 3,033 0.5 2 6 23'-4" Ld 2.239 1.171 20'-5" Ld 1,956 0.682 18'-6" Ld 1.777 0.465 18'-11" Ld 1.81 0.5 3 4 26'-9" Ld 1.715 1.338 23'-4" Ld 1.498 0.779 21'-2" Ld 1 1.361 0.531 20'-11" Ld 1.341 0.5 4 3 29'-4" Ld 1.42 1.47 25'-8" Ld 1.241 0.856 23'.3" Ld 1.127 0.583 22'-5" Ld 1.085 0.5 1.5 x20 LVL 500 1 13.3 1B'-9" Lb 3.577 0.704 18'-0" Ld 3.44 0.602 16'-4" Ld 3.126 0.41 17'-2" Ld 3.284 2 6.7 26'-0" Ld 2.49 1.3 22'-8" Ld 2.175 0.757 20'-7" Ld 1.976 0.516 20'-5" Ld a1 3 4.4 29'-8" Ld 1.907 1.486 25'-11" Ld 1.666 0.865 23'-6" Ld 1.514 0.59 22'-T' Ld •�°'� .,J.`1'" 4 3.3 32'-T' Ld 1.58 1.632 28'-6" Ld 1.38 0.95 25'-10" Ld 1.254 0.648 1'.3" - 1.5 x 22 LVL 500 1 14.7 20'.7" Lb 3.924 0.764 191-101, Ld 3.786 0.662 Is.-Y, Ld 3.439 0.451 111-6.. 2 7.3 28'-7" Ld 2.741 1.43 11.111. Ld 2.394 0.833 22'-8" Ld 2.176 0.567 © 108 «a. .5'. 3 4.9 32'-7" Ld 2.1 1.633 28'-6" Ld 1.835 0.951 25'-11" Ld 1.667 0.648 `'y 4 3.7 35'-10" Ld 1.741 1.794 31'-4" Ld 1.521 1.045 28'.5" Ld 1.382 0.712 1.5 x 24 LVL 500 1 16 22'-4" Lb 4.269 0.824 21'-8" Ld 4.131 0.722 19'-8.1 Ld 3.753 0.492 (,J &„Ld .�'x•!f`C+,=Sl "' 2" Ld 2.992 1.559 27'-2" Ld 2.614 0.908 24'-8" Ld 2.375 0.619 N i1°F+�Ld� ;�'4 w 8 : 3 5.3 35 -7" Ld 2.294 1.781 31'-1" Ld 2.004 1.037 28 -3" Ld 1.821 0.707 4 4 39'-1" Ld 1.902 1.956 34'-2" Ld 1.661 1.139 31'-0" Ld 1.509 0.776 x .0.5 UNIBEAM Page 1 DATE: 4/6/2022 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER: ON-10374 REVIEWED BY: Jon Aungst PROD.ADDRESS: -- PROJECT NAME: 10374 LEVEL: Main Floor LOADING: ASD MEMBER NAME: #01 VAULTED RIDGE BM CODE: 2018 International Building Code MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: Structural Composite Lumber Roseburg Forest Products 2.0E Rigidlam LVL . (3)1.5 X 18 DRY • 1 � , � � � ' � .:acs`-» :r.:,H,,��:s_ m a — �.. - _ TPERTROW Start(ft):0 End(ft):23.125 Member Slope:0/12 Actual Length(ft):23.13 Area Ix ly BSW Lams Cfn Kcr (int) (in") (in') (Ibf/ft) Creep Factor 81 2187 15.19 21.38 3 8 1.5 . .•. Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc-L(psi) E(psi)x103 Emin(psi)x103 Base Values 3100 2100 290 3000 750 2000 1056.958 Adjusted Values 3100 2100 '290 ' 3000 750 2000 1057 CM1 1 1 1 1 1 1 , CT1 Bending Adjustment Factors CV =0.95Cr =1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values ...................._::, .,..........:_,. ...., _......._.,....._...., . ....................................._..-............. .. ... ......... ..- - ......................,...... ...................... .. - .. ........_.........,.,.......... ... Unbraced length(ft) Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 23.125 . 0 23.125 0 1.00 0.07 1,00 1.00 .........................................,................... _...... ..... .,.........._........._ ....._. _.-.., .._.. _.-.. PASS/FAIL MAGNITUDE- STRENGTH LOCATION(ft) LOAD COMBO" DURATION FACTOR CD _........,....._,._.... .... ............._..._................,,,..,.,, .. _..,..,_..,..........................._....... __._..,. ,........_..._...... .. ... . . ... .........,.."",._. _...__....._.. _.. 1- _..,._... _ Shear Stress Y(psi) PASS(81.8%) 52.8 290.0 0 D+L 1 Bending Stress Y(psi) _PASS PASS(10.9%) 813.3 350.3 11.56. 0.6D+0.6W(-) Deflection(in) PASS(68.7%) 0.362(=L/766) 1.156(=L/240) 11.56 D+L ..._.. .... _...__.... _., . ._. .. ... __. .. _. Bearing Stress(psi) PASS(75.9°/x) 180:9 750,0 . 0 D+L 1 • L161W Units for V:IV Units for M:Ibf-ft Unbalanced loads checked for Live and Live Roof loads,reactions are an"envelope"of combos Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH A 1265', 1584 0 0 0 -3087 0 0 0 0 0— B B 1265 1584 0 0 0 -3087 0 0 0 0 0 Reaction Location A B • • ' (Critical Condition Does Not Include Live Loads) M-Aive Load Applied RC 23 Page 2 •"T pillow Type Left Magnitude Right Magnitude Load Start(ft) Load End(ft) Load Type Direction Uniform(Ibf/ft) 137 137 0 23.125 Live Y Uniform(Ibf/ft) 88 88 ' 0 23.125 Dead Y Uniform(Ibf/ft) -267 -267 0 23.125 Wind(-) Y Self Weight(Ibf/ft) 21.38 21.38 0 23.125 Dead Y .7A7 04/13/22 RC 24 ACM Page DATE: 4/6/2022 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER: ON-10374 REVIEWED BY: Jon Aungst PROD.ADDRESS: -- PROJECT NAME: 10374 LEVEL: Main Floor LOADING: ASD MEMBER NAME: #02 S/L HDR CODE: 2018 International Building Code MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: Structural Composite Lumber Roseburg Forest Products I 2.0E Rigidlam LVL (3)1.5 X 9.25 DRY �• i ol UM, V x. — €g n , f� •,-t= 7,87 04/13/22 Start(ft):0 End(ft):3.583 Member Slope:0/12 Actual Length(ft):3.58 Area Ix ly BSW Lams Cfn Kcr (int) (in) (in') (Ibf/ft) Creep Factor 41.62 296.79 7.8 10.98 3 8 1.5 Fb 1.(psi) Ft(psi) Fv(psi) Fc(psi) Fc1(psi) E(psi)11 x103 Emit i(ps1.i)11,x103 Base Values 3100 2100 290 3000 750 2000 1056.958 Adjusted Values 3100,. 2100 290 3000 750 2000 1057 CM 1 1 1 C 1 1 1 1 1 1 1 Bending Adjustment Factors CV =1.03 Cr =1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values • . . . ........ ... _....... Unbraced Length(ft) B_ea.m'.E.nd .. .. _._.... ,., .. _.,....M.....^.._._,.. Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 3.5833 0 3.5833 0 1.00 0.94 1,00 1.00 PASS/FAIL MAGNITUDE STRENGTH. LOCATION(ft) LOAD COMBO DURATION FACTOR CD,' _.. _ Shear Stress Y(psi) PASS(61.9%) 110.5 290.0 0 D+L 1 Bending Stress Y(psi) PASS(68.6°1x) 1007.2. 3202.5._...-..._ 1.79 _ .. .. D+L Deflection(in) PASS(90.6%) 0.017(=L/2545) 0.179(=L/240) 1.79 D+L Bearing (74.1%Stress(psi) PASS ' ,. .. . . ) 194.6 .. ......,.750.0.. ....... ... 3.58 D+L _..,1... ......... . .103411 NO Units for V:Ibf Units for M:Ibf-ft Unbalanced loads checked for Live and Live Roof loads,reactions are an"envelope"of combos Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH .. ................. ..................... .. . . A 1254. 1812 0 0..^,_..^.... 0 -2992 0 0.1 0 0 0 . B 1254 1812 0 0 0 -2992 0 0 0 0 0 Reaction Location A B • • ' Load Combination:D+L,Maximum Stress Ratios from:Shear Stress Y C-,: -Live Load Applied ,d.-. RC 25 nnn lrrT an��• nrn Page 4 Type Left Magnitude Right Magnitude Load Start(ft) Load End(ft) Load.Type Direction ` Uniform(Ibf/ft) 40 40 0 3.5833 Live Y Uniform(Ibf/ft)_. .....:._...._ 15 15 _..._...0.___ 3.5833 Dead Y Point(Ibf) 1584 - 1.7917 - Live Y Point(I f) 1265 ....`..., 1.7 17 . .... . Dead Y . w.....,.. ..- _,.._... Point(Ibf) -3087 - 1.7917 Wind(-) Y ..._......._..._.._. ._............._. .........,...._...._ 1584.­ .... . ..... ._,.,..._........ 1.7917 .,..,...._.. - Live _. Y Point(Ibf) 1265 - 1.7917 - Dead Y _,,,.... Point(I -3087, _........ 1.7917_,,._.,.._... .._....._...._..,..._.,Y-.__-__, Point(Ibf) 156 - 1.79177 Live Y Point(Ibf) -58 _ ___.:..1.7917 A_. ...,::_..:... .. ...'.,.. ..__.._. . .._..Dead m..._ ._.. ._Y__._.. . Point(Ibf) 95 - 1.7917 Wind(-) Y _.......Point(Ibf)_..__'....._..._ 156 " . „r - 1.7917. Live Y Point(Ibf) -58 - 1.7917 - Dead Y _..._..,..Point(Ibf1.. ....: ....... ... .95 ----_.. _. 1.7917 . ._,,.,_... , - Wind(-) _._. .._._. Y Self Weight(Ibf/ft) 10.98 10.98 0 3.5833 Dead Y � g it • M ?8 `. O'rt-a � 04/13/22 RC 26 nnn Ire-.an9�I 1_a____a:___ Arm THE MOST POPULAR PREFABRICATED SANDWICH PLATE SYSTEM AVAILABLE TODAY BUMRi -- HEAMR SANDWICH PLATE SYSTEMTM 1 . 0 00, i Y - I t :.g POPULAR BEAM STYLES PFS - FASTE N t N G a SYSTEM AVAILABLE TO 48' LONG ir It's Already Recessed-Flush to Eliminate Furring! RC 27 F.J pp 1 E M 6 F E �.l 5 'F {, a ENGINEERS ARCHITECTS DESIGNERS DEVELOPERS CONSTRUCTION I =4�.. i R +� i a. i Quality Pre-shrunk,Kiln Oried Lumber for strength and straightness,sandwiched around A-36 steel for consistent,reliable ' support Our Flush Nut System provides worry-free joist hanger placement. ` Available in any combination up to 24'long. •..�: ;�. , .rte. i r !' -1} Via' 4F c r' , 1 ` Quality Engineered Lumber for strength and straightness,sandwiched t around A-36 steel for consistent,reliable support Our Flush Nut System provides I worry-free joist hanger placement. n up to 48'long. Available in any combination RC 28 2 Better Header S ancdv,rict-i Plate Systema-1 ,i.87 7.B-HEADER • wv &,,Lrv.bett:nrtZeacier.ccrk-i Better Header Beam Lega . 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CODE: 2018 International Building Code MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: Structural Composite Lumber Roseburg Forest Products 2.0E Rigidlam LVL (3)1.5 X 14 DRY s ' •uUA oil m11911.0151OLVAN _ �4 w m UFal Start(ft):0 End(ft):21.5 Member Slope:0/12 Actual Length(ft):21.5 Area Ix ly SSW Lams Cfn Kcr (int) (in4) (in°) (Ibf/ft) Creep Factor 63 1029 11.81 16.62 3 8 1,5 S ..•. Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc-L(psi) E(psi)x1013 Emin(psi)x103 Base Values 3100 2100 290 3000 750 2000 1056.958 Adjusted Values 3100 2100 290 3000 750 2000 1057 CM 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 Bending Adjustment Factors CV =0.98Cr =1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values g Unbraced Length(ft) Seam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 21.5 0 21.5 0 1.00 0.10 1.00 1.00 . � 113 11 PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO. DURATION FACTOR CD, Shear Stress Y(psi) PASS(78.7%) 61.8 290.0 21.5 D+L 1 Bending Stress Y(psi) PASS(4.41%) 1139,7 483.7 10.75 0.613+0.6W(-) 1,6 ; Deflection(in) PASS(47.5%) 0.565(=L/457) 1.075(=L/240) 10.75 D+L Searing Stress(psi) PASS(78.0%) 164.9 750.0' 0 D+L 1 • Units for V:Ibf Units for M:Ibf-ft Unbalanced loads checked for Live and Live Roof loads,reactions are an"envelope"of combos Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH 'A 1125 1473 0 0 0 -2881 0 0 0 0 0 B 1125 1473 0 0 0 -2881 0 0 0 0 0 Reaction Location A B ® • • ' (Critical Condition Does Not Include Live Loads) I -Live Load Applied ""'_"..�,._yds. �_. ,} ..... _,-....,- -^%,a �' - ...,,.._ - _-. •_ ��:�9 A RC 31 IIII/111-/'T.4^•l ACM Page 6 ff • + I Type Left Magnitude Right Magnitude Load Start(ft) Load End(ft) Load Type Direction Uniform(Ibf/ft) 137 137 0 21.5 Live Y Uniform(Ibf/ft), 88 - 88 0 21.5 Dead Y, Uniform(Ibf/ft) -268 -268 0 21.5 Wind(-) Y Self Weight Obf/ft) 16.62 16.62 0 21.5 Dead' Y . 0 0-8751 04/13/22 RC 32 Page 1 DATE: 4/7/2022 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER: ON-10374 REVIEWED BY: Jon Aungst PROD.ADDRESS: -- PROJECT NAME: 10374 LEVEL: Main Floor LOADING: ASD MEMBER NAME: #03 DROPPED HDR M.L.w/STEEL F... CODE: 2018 International Building Code MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: Structural Composite Lumber Roseburg Forest Products 2.0E Rigidlam LVL (3)1.5 X 11.25 DRY oil m_ _.._...." ............ ev .W g q ...:.....".......... ..... ..5 'mac'-..,^. _.. ........... .... ..... ... ... ... ." � W " .eE ,.. ."._._ -.., ,�...."...,.................r .:... .... .:. � .bay 04/13/22 a Ill TER MW Start(ft):0 End(ft):21.5 Member Slope:0/12 Actual Length(ft):21.5 Area Ix ly BSW Lams Cfn Kcr (int) (in°) (in") (Ibf/ft) Creep Factor 50.62 3114,62 9.49 70.78 3 8 1.5 .. � . Ob(psi) Ft(psi) Fv(psi) FC(psi) Fc-L(psi) E(psi)x103 Emin(psi)x103 Base Values 3100 2100 290 3000 750 2000 1056.958 Adjusted Values 3100 2100 290 3000 750 2000 1057 CM 1 1 1 1 1 1 1 CT 1,..•, 1 1 1 1 1 1 Bending Adjustment Factors C =1.01 C =1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values Unbraced Length(ft) Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 21.5 0 21.5 0 1.00 0.02 1.00 1.00 Modulus Transformed Yield Stress Shear Strength M idth/Thickness Shear Buckling #Plates Thickness(in) Ratio width(in) Fy(psi) Coefficient C v1 Ratio Coefficient k v 1 1.5 14.5 26.25 36000 1 7.5 5.34 PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y(psi) PASS(94.4°/x) 16.2 290.0 21.5 D+L 1 Bending Stress Y(psi) PASS(21.5%) 370.4 104.5 10,75 0.6D+0.6w(-) 1.6 Deflection(in) PASS(78.8%) 0.228(=L/1130) 1.075(=L/240) 10.75 D+L Bearing Stress(psi) PASS(95.4%) 34.6 750.0 0 D+L 1 Flitch Plate Bending Stress(psi) PASS(75.1%) 5370.6 21556.9 10.75 D+L 1 Flitch Plate Shear Stress(psi) PASS(98.8%) 156.1 12934.1 21.5 D+L 1 Member Name:#03 DROPPED HDR M.L.w/STEEL FLITCH PLATE Page 2 • Units for V:Ibf Units for M:Ibf-ft Unbalanced loads checked for Live and Live Roof loads,reactions are an"envelope"of combos Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH A 1707 1473 0 0 0 -2881 0, 0 0 _01 0 B 1707 1473 0 0 0 -2881 0 0 0 0 0 Reaction Location A B 1 •U •' (Critical Condition Does Not Include Live Loads) -Live Load Applied T77 • � � .......... ,....... ................_............,..,.,...... ...._ .. _._.._ Type Left Magnitude Right Magnitude Load Start(ft) Load End(ft) Load Type Direction Uniform(Ibf/ft) 137 137 0 21.5 Live Y _ _........,... . .... _..............__....,_..__....., . ,. __._ ....... ....._ Uniforin(lbf/ft) 88 88 0 21.5." ........ 1 1. ... .._.... 1___.__. _._.._._.� Uniform(Ibf/ft) -268 -268 0 21.5 Wind(-) Y Self Weight(Ibf/ft)- "" 70.78 ., 70.78 . 0 „21.5 Dead „Y i' t,V } r 0 ( C 04/13/22 RC 34 nn^ir�r.4^��A Arm Page 11 DATE: 4/6/2022 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER: ON-10374 REVIEWED BY: Jon Aungst PROJ.ADDRESS: -- PROJECT NAME: 10374 LEVEL: Main Floor LOADING: ASD MEMBER NAME: #04 WINDOW HDR CODE: 2018 International Building Code MEMBERTYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: Solid Sawn Spruce-Pine-Fir No.2 (4)1,5 X 9.25 DRY _..�,...� ..�,�..e...___._-.. .•�• "� �_ .;. � .,,fir °_�.� _� -. ; Rm .. �r.c... " '��.._.�..... ... •�„f. ',�.-7+ •,�'__'`�^.�'�,. '"IPa 'L` ias"::�gtt��r.���,„""^>,_,"^«.��'+i r-ss"" � y,. HK.'°'—, `®- -%,wT, 8"c"v'=" .,.,. _ '•ti-;. �`1;` �5 �f�:„i.^t,.� ym 07175 �•2-ade�. 04/13/22 a Start(ft):0 End(ft):3.177 Member Slope:0/12 Actual Length(ft):3.18 Area Ix ly SSW Lams G Kcr (in Z) (in4) (in') (Ibf/ft) Creep Factor 55.5 395.73 10.41 10.71 4 0.42 1.5 Fb(psi). ._._ Ft(psi) Fv(psi) Fc(psi) Fc-L(psi) E(psi)x103 Emin(psi)x103 Base Values 875 450 135 1150 425 1400 510 Adjusted Values 962 495 135 1150 425 1400 510 CM 1 1 1 1 1 1 1 CT 1... Ci 1 1 1 1 1 1 1 CF 1.11 1«1 1 1 1 1 1 Bending Adjustment Factors C fu =1 Cr =1 Unbraced Length(ft) Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 3.1771 0 3,1771 ' 0 1.00 0.98 1.00 1.00 PASS/FAIL MAGNITUDE STRENGTH " LOCATION(ft) LORD COMBO DURATION FACTOR CD Shear Stress Y(psi) PASS(40.9%) 79,8 135.0 0 D+L 1 Bending Stress Y(psi) PASS(32.8%) 646.3 962.5 1.59 D+L 1 Deflection(in) PASS(92.4%) 0.012(=L/3152) 0.159(=L/240) 1.59 D+L Bearing Stress(psi) PASS(66.9°l0) 140.6 425.0 0 D+L 1 • Units for V:Ibf Units for M:Ibf-ft Unbalanced loads checked for Live and Live Roof loads,reactions are an"envelope"of combos Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH A 1306 1648 0 0 0 -3087 0 0 0 0 • 0 B 1306 1648 0 0 0 -3087 0 0 0 0 0 Reaction Location A B i7ol I w a 11511-1 •' Load Combination:D+L,Maximum Stress Ratios from:Bending Stress Y -Live Load Applied mmr,lr/`T 1^/ 7,/ ,,,,0 1.-�._..__�:_.-_1 1's..:I J:__ /-_J_ Arm RC 35 Page 12 • � a _.. .... ...... .. . ... Type Left Magnitude Right Magnitude Load Start(ft)-, Load End(ft) Load Type Direction Uniform(Ibf/ft) 40 40 0 3.1771 Live Y Uniform(Ibf/ft) _. . ........ ....i8,.._ ...:, ._,.:. :.:::; :,. 1S 0 3.1771 .. _... Dead ,..... _: ....... ...._..__..Y ._.__.._. Point(Ibf) 1584 - 1.5885 - Live Y Point(Ibf) 1265. 1.5885 „_.'" Dead Y...,..__ ....F Point(Ibf) -3087 - 1.5885 - Wind(-) Y Point Obf) _.:....._.. 1584 - 1.5885 Live. Y Point(Ibf) 1265 - 1.5885 - Dead Y Point(Ibfl ..-.,_ ._,.: _...,-3087 1.5885,. _ ._ _._- Wind(-) Y Self Weight Ibf/ft) 10.71 10.71 0 3.1771 Dead Y 017v 04/13/22 RC 36 nn^lr/' .4An7A 1.-ate... :-.-,.11'1..:1 Page 13 �r DATE: 4/6/2022 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER: ON-10374 REVIEWED BY: Jon Aungst PROD.ADDRESS: -- PROJECT NAME: 10374 LEVEL: Main Floor LOADING: ASD MEMBER NAME: #05 CLG BM CODE: 2018 International Building Code MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: Structural Composite Lumber Roseburg Forest Products 2.0E Rigidlam LVL (3)1.5 X 7.25 DRY - Z ILA- .mm ;sC � Z4. 07 UTITT M.-ST.N.-Taw Start(ft):0 End(ft):8.042 Member Slope:0/12 Actual Length(ft):8.04 Area Ix ly BSW Lams Cfn Kcr (int) (in') (in') (Ibf/ft) Creep Factor 32.62 142.9 6.12 8.61 3 8 1.5 WUNPIRM61.7. - Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc-L(psi) E(psi)x103 Emin(psi)x103 Base Values 3100 2100 290 3000 750 2000 1056.958 Adjusted Values, 3100 2100 290 3000 750 2000 10,57, CM 1 1 1 1 1 1 1 CT 1 : 1 1 1 1 1 1 Bending Adjustment Factors CV =1.07 Cr =1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values .......................... ... .... ..__. ....... _..... .-. Unbraced Length(ft) Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 8.0417 0 8.0417 0 '.1.00 0.72 1.00 1.00 PASS/FAIL ' MAGNITUDE STRENGTH LOCATION(ft)_. LOAD COMBO DURATION FACTOR CD Shear Stress Y(psi) PASS(85.1%) 43.2 290.0 8.04 D+L 1 Bending Stress Y(psi) PASS(82.6%) 574.8 3301:5_, 4.02 D+L 1 Deflection(in) PASS(80.9%) 0.077(=L/1255) 0.402(=L/240) 4.02 D+L Bearing Stress(psi), PASS(92.0%),' 59.6 750.0 0 D+L 1 • Units for V.Ibf Units for M:Ibf-ft Unbalanced loads checked for Live and Live Roof loads,reactions are an"envelope"of combos Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH A 388 551 0' 0 0 -1078 0 0 0 . 0 0 . B 388 551 0 0 0 -1078 0 0 0 0 0 Reaction Location A B 1011 kyj • • ' Load Combination:D+L,Maximum Stress Ratios from:Deflection =-Live Load Applied ♦ RC 37 nn^tr� IfV2 iA 1_,.--_-a:---I wrr Page 14 Type. Left Magnitude Right Magnitude Load Start(ft) Load,End(ft) Load Type Direction. Uniform(Ibf/ft) 137 137 0 8.0417 Live Y Uniform(Ibf/ft)... .: ._.._... ...88 88 _ ...,.. _. ....._ 8.0417....... __....: ...... ....Dead _Y^..V Uniform(Ibf/ft) -268 -268 0 8.0417 Wind(-) Y Self Weight(Ibf/ft). 8.61 8.61 . .,.... 0 8.0417 ' Dead. Y tt - .k787 . 04/13/22 RC 38 Page 15 DATE: 4/6/2022 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER: ON-10374 REVIEWED BY: Jon Aungst PROD.ADDRESS: -- PROJECT NAME: 10374 LEVEL: Main Floor LOADING: ASD MEMBER NAME: #06 CLG BM CODE: 2018 International Building Code MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: Structural Composite Lumber Roseburg Forest Products 2.0E Rigidlam LVL' (1)1.5.X 9.25, DRY t a! mi ' a " a m «......_.._.:`_....' :.",.:.._........ ..-.-,..,_.c„ :.�. .,.,,,,,.".,..;,_m....._..«,.,.."'"..............._....... ,.��'.,.a,...._ .e.,..... __..__ is ,. i. " .. .. ` J ...ems. .. OKESS 04/13/22 MET MINE M79 X1 W Start(ft):0 End(ft):12.083 Member Slope:0/12 Actual Length(ft):12.08 Area Ix ly BSW Lams Cfn Kcr „- (in Z) (in 4) (in") (Ibf/ft) Creep Factor 13.88 98.93 2.6 3.66 . 1 81 1.5 .......... Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc-L(psi) E(psi)x103 Emin(psi)x103 Base Values 3100 2100 290 3000 750 2000 1056.958 Adjusted Values 3100 2100 290 3000 750 : '2000 1057, CM 1 Bending Adjustment Factors CV =1.03 Cr =1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values • • .................... .. .. _._. _.^....................,.__.....,.._....,_..._ Unbraced Length(ft) Beam End ................. ............... Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 12.0833 01 12.0833 0 1.00 0.41 1,00 1.00 PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD,COMBO DURATION.FACTOR CD; Shear Stress Y(psi) PASS(71.9%) 81.4 290.0 0 D+L 1 Bending Stress Y(psi) PASS(60.1%) 127b.4 3202 5 ., D+L 1 _.. 6.04 0...... _.. Deflection(in) PASS(50.0%) 0.302(=L/480) 0.604(=L/240) 6.04 D+L Bearing Stress(psi) PASS(80.9%) 143.5 750.0. ^^ 0 D+L MITUM4 DPW Units for V:Ibf Units for M:Ibf-ft Unbalanced loads checked for Live and Live Roof loads,reactions are an"envelope"of combos Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH A 348 405 0 0 0 -574 0 0 0 0 B 348 405 0 0 0 -574 0 0 0 0 0 Reaction Location A B 11011 1-fil WA ilk r4I a Load Combination:D+L,Maximum Stress Ratios from:Deflection -Live Load Applied AAL RC 39 nnn lr!• 4^97A ACM Page 16 Type Left Magnitude Right Magnitude Load Start.(ft) .Load End(ft) Load Type. Direction Uniform(Ibf/ft) 67 67 0 12.0833 Live Y Uniform(Ibf/ft) 54 54 0 12.0833 Dead Y Uniform(Ibf/ft) -95 -95 0 12.0833 Wind(-) Y Self Weight(Ibf/ft) 3.66 3.66 0 12.0833 Dead Y )y"Iet b^= 0,7870 04/13/22 RC 40 nnn�r�T.9n77A ^�n�o ��a____a:___� n..:l J:.--. /"_J_ AeM :c Page 17 DATE: 4/6/2022 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER: ON-10374 REVIEWED BY: Jon Aungst PROJ.ADDRESS: -- PROJECT NAME: 10374 LEVEL: Main Floor LOADING: ASD MEMBER NAME: #07 CLG BM CODE: 2018 International Building Code MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: Structural Composite Lumber Roseburg Forest Products 2.0E Rigidlam LVL '(1)1.5 X 9.25 DRY �`:�a _ . w , �• q7 a `semi f,'i 13`6711 VYt l 322 1f8`6_"1 j4" Mri . . G ■ Start(ft):0 End(ft):18.521 Member Slope:0/12 Actual Length(ft):18.52 Area Ix ly BSW Lams C#n Kcr (int) (in") (in') (Ibf/ft) Creep Factor 13.88 98.93 2,6 3.66 1 8 1.5 Fb(psi) Ft(psi) Fv(psi)- Fc(psi) Fc-L(psi) E(psi)X103 Emin(psi)x103 Base Values 3100 2100 290 3000 750 2000 1056.958 Adjusted Values 3100 2100 290 3000 750 2000 1057 CM 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 Bending Adjustment Factors CV =1.03 Cr =1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values Unbraced Length(ft) Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 13.5208 0 13.5208' 0 1.00 0.45 1.00 1.00 2 5 0 5 0 1.00 0.94 1.00 1.00" PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y(psi) PASS(62.7%) 108.1 290.0 13.52 D+L 1 Bending Stress Y(psi) PASS(97.3%) 1225,0 1443.1 13.52 D+L 1 Deflection(in) PASS(60.8%) 0.265(=L/612) 0.676(=L/240) 6.11 D+L Bearing Stress(psi) PASS(64.0%) 333.9 830.4 13.52 D+L 1 -.177411rerw Units for V:Ibf Units for M:Ibf-ft Unbalanced loads checked for Live and Live Roof loads,reactions are an"envelope"of combos Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH A 315 370/-4 0 0 0 -519 0 0 0 0 0 8 811 942 0 0 0 -1336 0 0 0 0 0 C -58 156/-223 0 0 0 95 0 0 0 0 0 Reaction Location A B C 11011 IKA 10 10 ral A • ®' ` Load Combination:D+L,Maximum Stress Ratios from:Bending Stress Y -Live Load Applied RC 41 Page 18 Type Left Magnitude Right Magnitude LoadStart(ft) load End(ft) Load Type Direction Uniform(Ibf/ft) 67 67 0 18.5208 Live Y Uniform(Ibf/ft)..,.....__........ 54 _54. . _..;.:._0_..._ ._._. 185208 _........Dead m_._Y._.._..•..M Uniform(Ibf/ft) -95 -95 0 18.5208 Wind(-) Y Self Weight(Ibf/ft) 3.66.. .. 3.66 ....... 0 _.. ...._.._18.5208 _ ..,.:Dead. .. w Y.,_..,...-F IS {w. 4 >� x/61. 04/13/22 RC 42 Page 1 DATE: 4/7/2022 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER: ON-10374 REVIEWED BY: Jon Aungst PROD.ADDRESS: -- PROJECT NAME: 10374 LEVEL: Main Floor LOADING: ASD MEMBER NAME: #08 SL DOOR HDR CODE: 2018 International Building Code MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: Solid Sawn Spruce-Pine-Fir No.2 (3)1.5 X 9.25 DRY .«M . „,�,,,.:;,� __ t n Jam`[ .�,• :�<" t • r, _ ��^ •."`its- .�..3PD� 'l;°1•' `�: E` Y' k (Y 9 04/13/22 - ... ..T . Start(ft):0 End(ft):2.688 Member Slope:0/12 Actual Length(ft):2.69 Area Ix Iy BSW Lams G, Kcr (int) (in 4) (in°) (Ibf/ft) Creep Factor 41.62 296.79' 7.8, 8.03 µ_ 3 0.42 1.5 Fb(psi) Ft(psi) Fv(psi) Fc(psi): Fc-L(psi) E(psi)x103 Emin(psi)'x103. Base Values 875 450 135 1150 425 1400 510 Adjusted Values 962 495 135 1150. -. 425 1400 510 CM 1 1 1 1 1 1 1 CT 1 1 Ci.. . 1. .. ... 1 _1......._...•......,.......... . 1 1 CF 1.1 1.1 1 1 Bending Adjustment Factors Cfu=1 Cr =1 97-19 Unbraced,Length(ft) Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 2.6875 0._ 2.6875 0 _. 1.00 0.98 1,00 -- . 1.00 PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR Cb. Shear Stress Y(psi) PASS(51.4%) 65.6 135.0 2.69 D+L 1 Bending Stress Y(ps) PASS(53.6%) 446.6 962.5 1.34 D+L 1 Deflection(in) PASS(95.5%) 0.006(=L/5376) 0.134(=L/240) 1.34 D+L _........_.................................. .... ........ ....,,....,...._... ... _._•. Bearing Stress(psi) PASS(72.8%) 115.5 425.0 2.69 D+L 1 ' Units for V:Ibf Units for M:Ibf-ft Unbalanced loads checked for Live and Live Roof loads,reactions are an"envelope"of combos Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH A 842 978 0 0 0 -1336 0 0 . 0. Q".. .._.....•__tr,.0,. .. •, B 842 978 0 0 0 -1336 0 0 0 0 0 Reaction Location A B • •' Load Combination:D+L,Maximum Stress Ratios from:Shear Stress Y LE-1-Live Load Applied _._......_....... _.. �- Member Name:#08 SL DOOR HDR Page 2 Type Left Magnitude Right Magnitude Load Start(ft), Load End(ft) Load Type Direction Uniform(Ibf/ft) 40 40 0 2.6875 Live Y UniformIs". _ I__ _ .. 15.. ., _ .._8:..:"....:........ 2.68751.Dead Y Point(Ibf) 924 - 1.3438 - Live Y Point(Ibf) 811 1.3438" Dead . .. Y. _.w.,. ,....,_,. ..._ ..... - - Point(Ibf) -1336 - 1.3438 - Wind(-) Y _........................................._..,,...,.............._...._... ...,_...... _.. Point(Ibf) 924 - 1.3438 - Live Y Point(Ibf) 811 - 1.3438 - Dead Y _.. - .. .. ... Point(Ibf)" -1336 ..._...-.."_.__._ ._. 1.3438 `_ .. Wind(-) Y Self Weight(Ibf/ft) 8.03 8.03 0 2.6875 Dead Y N E ! {0 to Lu 104/13 RC 44 nn^ +ne�A -------:___I Page 9 DATE: 4/6/2022 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER: ON-10374 REVIEWED BY: Jon Aungst PROD.ADDRESS: -- PROJECT NAME: 10374 LEVEL: Main Floor LOADING: ASD MEMBER NAME: CANTILEVERED FLR JST AT EXST STR CODE: 2018 International Building Code MEMBER TYPE: FLOOR JOIST NDS: 2018 NDS MATERIAL: Solid Sawn Spruce-Pine-Fir No.2 (1)1.5 X 9.25 00n)O.C. DRY WNCTST 7D MT kyl "V � . ? �y�r- ! .... .,__.,., ,....-...m....,� � .--��M"9« .�.,,, _„yq 9 �'.wffi"'x' .. - pc J+."�, �i�•?`j•.' z���- !` '�a E��� ,,.,.a,_ 3,."."�.'" p:,yy- ..,. _.-ro..�" .yet( ge. - { �..i-VjZ1: :N'S. "-,eaY'�q..�-- i ' , ......,»w'...,..-.,..w.................................M....................,...,........._...._...............:,x.,..,_4ss3,.,.,,...,,..a.—.,,.,,.. ,.,,,.,.,, ,. ,,,...,,,.,...,.........,.m...,............,m............�. ..3 �`4., `,�k�,� {$, d�-d,:�Y�„}EI... ,,,..,,.,....,,M.ro.6...`.a� .'. 10-371/2 , 'A0 � 10,.i0p1 04/13/22 NTH ■■S . Start(ft):0 End(ft):10.959 Member Slope:0/12 Actual Length(ft):10.96 O.C.Spacing(in):16 Area Ix Iy BSW Lams G Kcr (in') (in°) (in 4) (Ibf/ft) Creep Factor 13.88 98.93 2.6 2.68 1.... _ 0.42' 1.5 Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fcl(psi) E:,(psi)x103 Emin(psi)x103 Base Values 875 450 135 1150 425 1400 510 Adjusted Values 1107 495 135 1150 425 1400 510 CM 1 1 1 1 1 1 CT Ci 1 1_. 1 �_.... 1.. �...._..- 4 CF Bending Adjustment Factors C fu =1 Cr =1.15 ME Unbraced Length(ft) Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 10.2917 0 10.2917 0 1.00 0.62._ 1.00 y 1.00 . 2 0.6671 0 0.6671 0 1.00 1.00 1.00 1.00 PASS/FAIL MAGNITUDE STRENGTH' LOCATION(ft) LOAD COMBO DURATION FACTOR CD, -- ----- ----- Shear Stress Y(psi) PASS(76.3%) 32.0 135.0 0 D+L 1 Bending Stress Y(psi) PASS(61.4%) 427:3 1106.9 5.15 D+L 1 ..,._..._._.,._,........_.,..,.,.5.1 Deflection(in) PASS(78.8%) 0.073(=L/1694) 0.343(=L/360) 5.15 L Bearing Stress(psi) PASS(86.7°!x) 64.1 425,0 0 w_- .. .. D+L ?._ ._,...... ■�0 Units for V:Ibf Units for M:Ibf-ft Unbalanced loads checked for Live and Live Roof loads,reactions are an"envelope”of combos Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH _.:.......... ._..._ _.. ---------- A 91 .. 206/-1 0 0 0 0 01 0 0 0 0 B 103 233 0 0 0 0 0 0 0 0 0 0 0 0" 0 0 0 0 0 0 0 0 Reaction Location A B C C • •• Load Combination:D+L,Maximum Stress Ratios from:Bending Stress Y RC 45 -Live Load Applied Page 10 • � r Type Left Magnitude Right Magnitude Load Start(ft) Load End(ft) Load Type Direction Uniform(Ibf/ft) 40 40 0 10.9588 Live Y Uniform Oflft)" 15 is 0 10.9588 Dead_ ... ........ Y Self Weight(Ibf/ft) 2.68 2.68 0 10.9588 Dead Y "Vw � P 04113/22 RC 46 nnnr,-r.4^n- A f NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION IN RESIDENTIAL STRUCTURES (In accordance with Title 19 NYCRR PART 1265) Local Authority having jurisdiction logo: TO:Name of Authority havingjurisdiction: OWNER OF PROPERTY: ROB OTANI SUBJECT PROPERTY(ADDRESS AND TAX MAP NUMBER): , N 1395 HENRY'S LANE PECONIC, NY 11958 ; PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY): New Residential Structure Addition to Existing Residential Structure Rehabilitation to Existing Residential Structure TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT PROPERTY REFERENCE ABOVE WILL UTILIZE (check each applicable line): Truss Type Construction(TT) F] Pre-Engineered Wood Construction (PW) F1Timber Construction (TC) IN THE FOLLOWING LOCATION(S)(CHECK APPLICABLE LINE): Floor Framing, Including Girders and Beams(F) Roof Framing(R) " •< --Floor Framing and Roof Framing(FR) SIGNATURE: DATE: PRINT NAME: CAPACITY(Check One): Owner F-1 Owner's Representative 'TTI 6UILDINO 5EGTION NOTES NEW ROOFING NOTE lTYP]r A O TALI NBN PHALT SNUYL.ES 21ttlTN.L lOe AN"O YiA•J11B.D FROM FASLIA LP TO RrtA.E 34'FPOl1 IIGIDE PAGe OF STA HALL AND AT VALLEY^ AN PROPOSED RIDGE IEIEAR — e.tSTALL A.BURRING FB_T.U.N)ODER ELEV..�bb' l . 4.VY GOx FLYviOOD S TMMC rDLOOC ALL SEANG) s.cAP SNINSLe wB:RIOGe.wPs!As Rer.D1 i''ru�i,LLwvA�LLEr�s fAs ReoD, ,� D.INDTALL GRIP BOGe A9 RB]9 � O �A. 9.INSTALL ALL A9 PBi MANJ.SPE4b BI Qe cFILIN6 C/e11531=MON � Na RooPINs AD Nortx .In•cox PLYra 51¢AtxING leLocalu a ALL fl.1MD SeAN6) I YE91 dAW 78GcJ.A5 PH2 PLAN' e51Y'd564� RR.cam•.cr.AG Ilor®oN PLA16 r.vnvs aBo�e Au OVEit B'INSTALL.x.erslDGllas O OBITER OP L— HINDaS•°002 SPAN,VOJU FIIt PUN . MN OP R-49 AM INiAAnON TOR Y14L LONSTRUGTON lTYP) O . UPON'ItYB:'HOXC WRAP(OR B2)AU - Q . UPON UZ' X FLYWD.SNEATNMG(BLOLKING o ALL e PP YHO 5 sI D . ake• nore Ie•oma.w oBL roP • -]6Iu�Nl -31 BATF IIFAA./. 1111 . sro• Iw^ a PROPOSED SEOOtm FLOOR /� ONEW SIDIN5 NOTE tTWJ� ELEV..13A � LJ-� r 'l 4 I.-,YYW NEH LAP VINYL 510 EOIIA •�_�_�_�____ 5.TYBC'H�IGE HRAP lOR L) eMPaT.G1 G.RLSiALL ALL AS PER MAW.SF50.b a.PPO/IOE Au r¢cESSARr TRIN Paz L maPvt INSTALLARON OI 5.5IGINB�ALL EKiPlm TO TOP OF FcIP.T)AnON WALL O TY'PIOALFI T OR ST NErMON- EXIST FIRST I.IF—FLOORING TO'_8.e0T FLOOR TO O.9/4•TIG ODx PLYYD.SUSFI.00R 6LUB).9OREu® REMAIN D.P.L AG NOTED ON RAtli-AT SPANS O.'ER D' INSTALL hf BRAce a MIDSPAN EXIST.FIRST FLOOR FMaT.F1 - �BASELINE ELEV. Qq S SECTION H/A-301 ALL WALL AND CEILING FINISHES TO HAVE A FLAME SPREAD INDEX OF 200 OR LESS , ��<1,,:w i I8/12 F�' � O AOt �tlO tV() � 121 i�� aa� V o�,o2nzaT o `�to�M O Oof H�aA�IA 1 O 0 *ON-SITE CCNNECTION REQUIRED iaET �.oxc��� ra ALL ON-SITE CONVECTIONS ARE "Itcrm+ff A.seavn amuA tX�en FeEQUIREO TO BE VERIFIED Bl THE CONSTRUCTION SUFERV15OR G¢T. SEE PAGES RAFTER CALCS,SWI,TR4,SES AND FND FOR ONCONNECTIONS N Fwn GL -SITE ZIU & N RIDGE VENT&SHINGLE rc G4T'S FIELD INSTALLED ®� * SEE PAGE TR4 IN aRCP ASPHALT SHINGLES SET FOR CONNECTIONS r EVER 15f FELT PAPER(MIN) W o ON 7/16'OSB SHFADiING III ARCH ASPHALT SHINGLES FASTEN PER ATTIC EAVE Bti IES NSTALLED PER SECTION II II RD052.5 OF THE 2020 RESIDENTIAL CODE �I - R40223 OF THE 2020 ENERGY OF NEW YORK STATE CONSERVATION CODE OF NEW YORK STATE SEE PAGE TR4 IN ' REFERENCE PAGE TR3&TR4 OF SET 12 SS 6-1 1/208'LVL 12 SET FOR CONNECTIONS FOR SPACING AND SPECIFICATIONS q \ ' B cAi� ` -38H0 RISUTA-ION $ N'/VAPOR B"RREH FLIP FAVE OVERHANG �o �AE4 5/e•DRYWALL MSTALLED Qr-SHEJ BY OTHERS PER TABLE R7O2.3.5 ICE SHIELD CONSISTING OF AT LEAST P- 0:TME 2020 RESIDENTIAL CODE LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OF NEW YORK STATE OR A WATERPROOF MEMBRANE SHALL EXTEND FROM _ ALUM.DRIP EDGE T THE EAVE'S EDGE 70 A POINT 24'INSIDE THE EXTERIOR WALL UNE. 1/2.6 SLD.'V/ALUM.FASCIA A OR 1.6 CEDAR FASCIA DB_2%8 TOP PLATE,STUD GRADE 2-1 1/2.14•LVL VEMEL`SOFFIT COMPRESSION 2-1 H`II R-24(R-30 COMPRESSED)INSOLATION OBL 2%6 TOP PLATE,STUD GRADE _ STRIP(COM.) 2/16'OSB SHEATHING 2%6 SPF STUD GRADE 0 16'O.C. _ �2%8 SIT STUD GRADE 0 16.O.C. R-21 INSULATION lEXTERIOR FINISH OVER NR INFlURA7ON CERTIANTEED MONOGRAM �/ BARRIER DOUBLE 4 CLAPBOARD OVER 7/16•AGENCY RATED SHTG DOUBLE PAPER CN EXTERIOR OF THE HOUSE NATER RE%TNE BARRIER' VIRYL SIDING - - FEB THE 2D20 RESIDENTIAL COD-OF NETV YORK STATE �-1/2'ORY'hALL 24 SPF 12 BOTTOM PLATE 2.8 SPE%2 BOTTOM PLATE GRADE TO SILL PER DBL CAULKING BEAD ENTRE PERME7ER OF EXT.'MALLS LOCAL RED 111 sF_ ///'''3/4•T&G O.S.B. o (GLUED&NAILED) SEE PAGE SE5 FOR FLOOR BAND TO SILL PLATE CONNECTIONS c� Ln �> TOP OF SILL PLATE W __ __ a' 2X10 SPF S2 0 16'D.C.FLOOR JOIST 2X10 SPF,82 0 16'O.C.FLOOR JOIST I or7 Z - Ni O R-19 INSULATIONW/VAPOR BARRIER (DE_U SUP?uE0 Rv0 INSTALLED) 2x2 LEDGER 2X6 MIN SP#2 PRESSURE TREATED SI-L-/ GRADE D ••, LED OR JOIST HANGERS (4)2X10 SPF12 FLOOR GIRDER.SEE PAGE ANCHOR BO-1 OR ADN APPROVED FASTENER = SE5 FDR CONNECTIONS OV-SBE BY OTHERS u U 3/8'X'.9'MINS 6 TEEL INSTEEL PLN_ j EJ}OCD w zN�d W —STEEL SUPPORT COLUJN(SIZED BY OTHERS) Z SEE=OUND.ATION PLAIT FOR SPACING (D FOUNDATION WALL,FOOTINGS,DRAINAGE,ETC F-- DESIGNED BY BUILDER PER LOCAL CODES � AND LOCAL SOI_CONDITONSI: CONCRETE ROGP. ::D N - 2 Cif RE BAR MAY BE R=pUIREDy /7I` 2U � [OILY COI UMN/FDOTINGI =U (PENDING SOIL CGNDOIONS) O dwM La_z �N wo U�Lw�M zO W=Lr)R; L,Jo� Cl o(n P:�dO 8/12 VAULTED CROSS SECTION SCALE 9/8'-1'-D' FIRE BLOCKING INSTALLED IN CONCEALED SPACES OF WOOD FRAMING PER R302.11 AND WITH APPROVED MATERIALS PER R302.11.1 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE " ` ALL VAPOR RETARDERS TO BE INSTALLED PER MANUFACTURES INSTRUCTIONS. ALL SITE INSTALLED �� PENETRATIONS INTO BUILDING ENVELOP SHALL BE SEALED AS REQUIRED BY CHAPTER 11(ENERGY EFFICIENCY) 0010374 OF THE 2120 RESIDENTIAL CODE OF NEW YORK STATE AND SHALL BE INSPECTED ON-SITE BY LOCAL BUILDING OFFICIAL 1 APPROVED AS NOTED PLUMBER CERTIFICATION ON LEAD CONTEND'BEFOR DATE: B.P.,# CERTIFICATE OF OCCUPAn, FEE: . BY: SOLDER USED IN WATER NOTIFY..BUILDING �%RTMENT AT SUPPLY SYSTEM CANNOT 765-1802,. 8 AM "t0 �? PM FOR THE EXQEED 2�1 Q OF. FOLLOWING INSPEC T K)NS: I LEAD, 1. FOUNDATION - TWO REQUIRED` FOR POURED CONCRETE 2. ROUGH FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTR;!7!nN MUST ?,. ,; PLUMBING..; "At PLUMBING WAS`T'E, BE.COMPLETE ::.O. ATER,LINES NEED ALL.CONSTRUCTION .--'HALL MEET THE REQUIREMENTS F THE E �,f`. 4 � OOE'���, (� S 0 CODES NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL +INSPECTION REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES ; SUSS PLACARDING REQUIRED AS REQUIRED AND CONDITIONS OF "`. DO`IVOT'PROGEEDWITtK'; a SO ARD FRAMING UNTIL-SUOQ SOI EES ,bF FOUNDATION;L0.0 "`�;^HAS BEEN.APPROVED.. J Blower door OCCUPANCY OR and ductwork r JSAwF'1� . testing required. E IS UNL NITHOUT CERTJF`ICAT �F QCCU�AN�Y Must provide Manuals D, J and S as per NYS Energy Code TiETAIN STORM WATER RUNOFF A I exterior lighting ?URSUANT TO CHAPTER 286 installed,relaced or OF THE TOWN CODE. p repaired shall conform to Chapter 172 of the Town Code SITE PLAN HATCH KEY: PROPOSED BUILDING ADDITIONC) Q U Lu® ZO PROPOSED ACCESSORY STRUCTURE " ® LLJ C14 PROPOSED 2ND STORY W Irf O Z .J = F- J ROJEGT 5G0PE : FAO o o o 100.13 Locr. N41051'2011w _ _ - EL 221, (5-00 1 .00 PROJECT LOCATION &SCOPE z - - 2ND STORY ADDITION AT RR 01= HOME SITE PLAN & ZONING DATA = p MODIFIED IST STORY COMPLETED 51' I GON LEC AG`r; z ui I PLANS ATTAGHED ,TO PPL I G,4T1 ON - 0#105-74) w Ii 0-002 .00 GENERAL NOTE S J 00 METAL (NO GHANCE TO EXISTING FOOTPRINT OF 5UILDINC) Z SHED ENERGY TABLE INSALLINS NEI TRADITIONAL SEPTI G S 'STEM vq rl 6x6STRUCTURAL DESIGN CHARTS 21� `1 o (PROPOSED HEALTH DEPARTMENT PLANS PROV I DF_D) zz z 4 rq FRAME i -OO�J.00 HOLDOWN, ANCHOR BOLT, w J cV LL I I SEED STRAPPING, & NAILING DETAILS ww T-11 U i 8 xa FASTENING SCHEDULE p Q Lo FRO�IEGT DATA : Tq _3 o WETLAND DELINEATIONI 8 6 i p METAL C-QQ�-,QQ FRAMING GRAPHICS 4 FLAGGING BY SHED BEAM SHAWN M. BARRON M.S. ERNS CONNECTION ARGIL 15 2021 \ :\ a ...: .\\ ON M ° ;; \. \\. \;. TBAG . EGT.'I C?N(Sa t1!hTA' \ q" ui FIREBLOCKING D _ \mm mm \ \�\ DETAILS RD SE I \o\r;"\ w \: 50 REAR -__ _ _ _-_ �.- \:°;: Its: TAX MAP # 1000-'14-I-IO f- O PROPOSED DEMOLITION PLANS U Lu ! 1 N ZONING D15TRIOT R-40 NG U I ' 1 m LOT AREA 0.5 ACRES U J i N I Gofo - Z6546 JULY 'i, 1975 Q �t- 02 .00 PROPOSED FOUNDATION PLAN ' CofO - Z-19579 APRIL 30, 1991 I W � �- Cofo - Z-32445 JULY 05, 200-7 ul / 1 p FEMA FLOOD ZONE x - Q j•QQ PROPOSED FIRST FLOOR PLAN SUFFOLK COUNTY HD APPROVAL R-21-1217 4 :\ NEW `, ��\: :� \�: °��,� .\\\��..�.\ i O DW i HABITABLE SPACE EXISTING PROPOSED A- 104.00 PROPOSED SECOND FLOOR PLAN EXIST. O I L TANK I BASEMENT AREA O S.F. O S.F. SOUTHOLD TOWN , FIRST FLOOR AREA 11456 S.F. 1AC15 S.F. TRUSTEES 100' 23 2' 20.5 SETBACK EXIST. I SECOND FLOOR AREA O S.F. 635 S.F. A-201 �00 PROPOSED EXTERIOR ELEVATIONS i SHED / TO BE PROPOSED TOTAL BEDROOM COUNT 5 4 DEMOLISHED 2ND STORY / I0 ADDITION PROP. mll ' I - WOOD :.. <. : . .\. � ,,.� .:.< \, >... A-202 .00PROPOSED EXTERIOR ELEVATIONS / \\ �,/� LOQ°GOEi &OE w.. MIN. 'ROP. � AIR m I DESCRIPTION (FOOTPRINT) AREA LOT COVERAGE OND. NO TOTAL LOT AREA 20,7746.0 S.F. -�Q (,QQ BUILDING SECTIONS I 33.x' XXX NOI EXISTING BUILDING "744.5 S.F. 510% �y�J LEOTIRIC ER I \ 1. MODIFIED 1 STORY 0 EXISTING SHEDS lab.0 S.F. 0.936 m ETER ¢ /,a,DDITiON PLANS PROVIDED (jy I pyw m EXISTING WOOD DECKS 51.0 S.F. 0.1%A th .C.�O DESIGN DETAILS N BY ICON LEGACY - I to NEW N PROPOSED MODIFIED 1ST STORY (SEE ATTACHED - O#1034) �y 1,240.0 S.F. 6.0� z ADDITION w / /// 6.0% I z PROPOSED COVERED PORCH 53.5 S.F. 0.2% O 55.� _ 22.0 COVERED PROPOSED WOOD DECK 357.o s.F. 1.-736 �- Q ,()® PROPOSED STRUCTURAL PLANS U TOTAL AREA OF ALL STRUCTURES 25x2.0 S.F. 12.5% '>�' -- ---FRONT RD SETBACK _ _W _ 1 i "MAXIMUM LOT COVERAGE ALLOWED - 20% f IV -- 'BLUESTONE WALKWAY f PRESERVE LuNENi S.T. ;, TWO TREEStu 5- 102.00 PROPOSED STRUCTURAL PLANS o NEW IwIll i .k_ \\\\ \\ ,\\ ilmall ROP. I �. �.�\\\.\ �>;:...'E.P. - 3 ' \ \ PROJECT PROPOSED N GRAVEL - NEw 1; `` x ' REQUIRED EXIST. PROP05ED COMPLIES fL L.P. NEw `,1 v u DWV WATER SUPPLY RISER OTAN fy W � � _ P- 10! .JO r I_ D . 1 U -� FRONT YARD 40.0' 49.4' 45.1' Y NEw I �, _ -' p l } I- GAS RISER RESIDENCE ;;PROP.` I � O _.I (L to L -v='_, E•P• ' p I SIDE YARD I5.0' 20.5' 20.5' Y PROF % �� ilu (L 1 O Q E.P. NEW OL11 0 I Z BOTH SIDE YARDS 55.01 42.51 42.51 Y 1395 HENRY'S LANE 1,405.24' EL. 14.0' 1 EL. Ib.9' I 141.38' REAR YARD 50.0' 105.4' 105.4' Y PECONI _ _ C, NY, 11958 545-0650"E 100.00' I i DRAWING TITLE: s h HENRY S LANE i i°F+,-A,� `u• PROJECT LOCATION & SCOPE `T➢< �, `: y � L <Y # ;.= '., "a ' SITE PLAN & ZONING DATA w . \ t• e m' "'P .• .g,q ,, 3 i 4 'p: ,g, ..^. ° '°° z iw Y' 3 fit' cesa, _ J � , ' PAGE: -' - '� - c A;fG-00 :1000 RN "A w 4k # 4 # A":1 , DATE: v � .. .,, 06/07/22 1 OF 15 .�4 ° SITE LAYOUT NOTES: ' gir I. THIS IS AN ARCHITECT'S SITE PLAN d ISS • r �� '9 SUBJECT TO VERIFICATION BY A LICENSED i = kl.r > m. SURVEYOR. THE INFORMATION r `; REPRESENTED ON THIS SITE PLAN IS TO THE '4`:.a ,° ED ARCHITECT'S BEST OF KNOWLEDGE. ? ; X # fR ARC 2. SURVEY INFORMATION A5 OBTAINED FROM A SURVEY DATED 3-23-2021 = y ..,: �. C) W AND PREPARED BY: HAROLD F. TRANCHON JR P.G. » JUN - •' r,'. .., rnQ 'v4t;, 7# � _ J V I Y 0 0 v' `- a-'vet" ra✓ LAND SURVEYOR q ,. <, `" '; 2022 t ... 740 P.O. BOX b l b .° � y� { ;g Off. 866 WADING RIVER-MANOR RD. °� " °" a` BUILDING DEPT. g F y "' uo PLAN WADING RIVER, NY, 11792 - ° TOWN OF SOUTHOLD OFNe SITE PI /l I (631) 929-4695 LOCATION MAF ' l'1 J SCALE: 1'-0" = 15'-0" SCALE: NT5 NOTES � SPEc:I F I GAT I ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATIONCONCRETEAND MASONRY A55RE V I AT I O I V J I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER (Fb = 87 . .5) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE a- U V IT IS THE C.ONTRAGTOR'S RESPONSIBILITY TO KEEP THI5 CONSTRUCTION DOCUMENT BINDED OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY 1. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD. BOARD INSUL. INSULATION Q SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK: 2. ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF 0 - � W MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE BA5E FLOOD ELEVATION INT. INTERIOR W Z 0 GREATER STRUCTURAL SAFETY OR DURABILITY,SUCH PRODUCT OR PROCEDURE W =) N 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT 2• ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED SOIL _j � � GENERAL BLDG. BUILDING K KIPS (1000 LBS) . I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL 5EAL/IN5ULATION. SIZE OF SILL TO BE (2) 2"xb", UNLE55 (I) 2"xb" (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/5Q. FT.,U.O.N. BM BEAM IW APPLICABLE BUILDING DEPARTMENT. IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THI5 P5 FORMAT, AS MANU. 5PEG.5 MANUFACTURER 5 SPEC,IFICATION5 Q W >: APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE, UNLESS � Z 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGERS BY "TECO" OR OTHERWISE NOTED B.C.BOBOTTOM OF MAX. MAXIMUM T- ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, STRUCTURE/SITE SHALL BE FIELD VERI1=IED BY GENERAL CONTRACTOR. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, BOT. BOTTOM MECH. (MEEGHANIGAL 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENIN65 IN PREFABRICATED WOOD TRUSSES,GYPSUM, HARDBOARD, AND STRUCTURAL 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. J � J 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS B.O.W. BOTTOM OF WALL MIN. MINIMUM I_ P L!') � AND AUTHORITIES HAVING JURISDIGTIO'N. RULES SPECIFIED IN 1.1 THROUGH 1.8. UNTIL 1� TIER OF FRAMING 15 IN PLACE. Ix (D O 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, G.J. CEILING JOIST �NAVD88 NORTH AMERICAN VERTICAL DATUM OF Ia88 0 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 7• FOOTINGS TO BE POURED CONCRETE OF SIZE 5HOWN ON DRAWIN65. OF THE OWNER/BUILDER INCLUDING END-JOINTED AND EDGE-GLUED LUMBER,SHALL BE IDENTIFIED COL. COLUMN NYC, BG NEW YORK CITY BUILDING CODE >_ dam" m 7. ALL BEAMS, 61RDER5, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE TRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 5. ALL OPENINC75 FOR BEAM POCKETS,UTILITIES,ETC,. TO BE FILLED 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE CONT. CONTINUOUS O.G. ON CENTER Z SHALL BE CLARIFIED WITH THE ARCHITEOVENGINEER BEFORE PROCEEDING 5. MIN. HEADER TO BE (2) 2"x10" UNLE55 OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE SOLID WITH CONCRETE. TRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR DBL. DOUBLE OCG. OCCUPANCY = 6 WITH THE WORK. 41. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. 41. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE Z M 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-99. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION Q w UNLE55 APPROVED BY THE ARGHITEGT'/ENGINEER. DAYS OF 4p00 P.5.1„U.O.N. =j 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. DIMENSION P. GONG. POURED CONCRETE -� 7. CONTRACTOR TO VERIFY DIMENSION'S OF FOUNDATION WITH FLOOR PLANS ON PAGE 6-003. 6ENERALLY,SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A 1410.1 STRUCTURAL GLUED LAMINATED 11. GONG. SLA55 TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH BEFORE THE START OF FRAMING ROOF AND 15 OF GDX &RADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER D.J. DECK J015T5 PL. PLATE Z a)2 ,H co FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 8. DRY WELLS AS REQUIRED BY STATE: AND LOCAL CODES. APPLICABLE. 1.3. PREFABRICATED WOOD ]-JOISTS: ASSEMBLIES USING PREFABRICATED 12• COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. EA. EACH PLYWD. PLYWOOD 'c rl O WOOD [-JOISTS SHALL MEET THE PROVISIONS OF A5TM D5055 Z , 9. DO NOT SCALE DRAWIN65, WRITTEN DIMENSIONS TAKE PRECEDENCE 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - ELEV. ELEVATION P.T. PRESSURE TREATED NAILING A5 PER FA5TENIN6 SCHEDULE ON PAGE 6-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS (1) WALL TIE PER (3) 5Q. FT. Q Z ,H 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONALcr CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GORE EQUIP. EQUIPMENT REQ D REQUIRED _I N APPROVED EQUAL. EVALUATION REPORT. 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO,RA MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EXIST. EXISTING ___1Ri RISER Li) It T-I AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES I5• APPLY (I) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR RM. ROOM 0 PERMISSION FROM THE ARCHITECT. ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF11 J O UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. U51NO STRUCTURAL COMP051TE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. F.A.I. FRESH AIR INTAKE 1.R.R. ROOF RAFTER 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 14. PROVIDE 'X' GR055 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN, THE I6. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 8'-O" AND AT EVERY 6'-O". GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING,UNLE55 APPROVED BY ARGHITEGT/ENOINEER. NO I FAR FLOOR AREA RATIO 5TL. STEEL SET FORTH IN THE MANUFACTURERS CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGELLJI 6-003. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED F.A.V. - I FRESH AIR VENT S.V. SMART VENT X 14. THE CONTRACTOR SHALL KEEP PRE:MI5E5 REASONABLY GLEAN AT ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT,THE A HI ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY FF FINISHED FLOOR TBD TO BE DETERMINED � TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL Ib. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS ARCHITECT/ ENGINEER. � RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK NECESSARY. SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE V CONNECTED WOOD TRU55 CON5TRUGTION, THE TRUSS DESIGN DRAWINGS, 18. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLA55 LV BROOM GLEAN. WHERE EVER APPLICABLE. 17. PROVIDE ALL NAILING AND 5TRAPPIN6 ADDRESSED ON PAOE5 6-003. OR THE MANUFACTURER'S GORE EVALUATION REPORT. F_ 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL F.J. FLOOR JOISTS HK. - � THICK U 141. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BEA V J LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES I8. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING b" ON EACH SIDE OF THE FOUNDATION WALL. FOUND. FOUNDATION AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM 036 SPECIFICATION FOR GYPSUM T.O.W. TOP OF WALL FLOOR SHALL NEVER EXCEED A Ib" SPAN. WALLBOARD, ASTM 037 SPECIFICATION FOR GYPSUM LATH, OR A5TM C79 PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK 16. THE CONTRACTOR SHOULD FULLY EUARANTEE HIS WORK AND THE WORK OF SPECIFICATION FOR GYPSUM SHEATHING BOARD. CONCRETE SLAB5 TO HAVE 6xb 10/10 WELDED WIRE REINFORCING. FRCE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD Q THE SUB-GONTRAGTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER 141. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. FRAME TYP. TYPICAL "^` COMPLETION OF PROJECT. AS PER PAGE 6-003. 1.7. HARDBOARD: HARDBOARD USED IN A 5TRUGTURAL APPLICATION SHALL AS IN SOLID B BOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 8" . ',;;,a, a;a MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF DEEP d 3'-O" BELOW GRADE. FRPR. FIREPROOF U.O.N. UNLE55 OTHERWISE NOTED � �_ 17. THE CONTRACTOR SHALL INDEMNIFI AND HOLD HARMLESS THE OWNER, 20. P.T. SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN AN51/AHA AL35.6 HARDBOARD SIDING. ARCHITECT/ENGINEER, AND THEIR A6EIVT5 AND EMPLOYEES FROM AND ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD "`11 ' � A6AIN5T ALL CLAIMS, DAMAOE5, LOSSES AND EXPENSES, INGLUDIN6 TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.8 STRUCTURAL PANELS: FTG. FOOTING VERT. VERTICAL �''" ATTORNEYS FEES ARISING OUT OF OR RE5ULTIN6 FROM THE PERFORMANCE OF METAL BY REPEATED BRUSHING, DIPPING, OR 50AKINO UNTIL THE WOOD 6LAL WINDOWS AND DOORS 4 THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL I. ALL 6LA55 TO BE INSUILATED LOW-E, UNLESS oTHERW1sE SPECIFIED. GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO CONTRACTOR IS TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE [ } INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (P5 I) GONSTRUGTION AND 2. 6LA55 DOORS AND WIINDOWS SHALL NOT BE INSTALLED UNTIL PROPER H.D. HOLD DOWN W/ WITH ITSELF INGLUDIN6 THE LOSS OR USE RE5ULTIN6 THEREFROM). (B) IS CAUSED IN ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY CLEARANCES ARE 1'ROV IDED. WHOLE OR IN PART BY ANY NE&LIOEN'f AC OR OMISSION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR HDR HEADER WD. WOOD CONTRACTOR, ANY SUBGONTRAGTOR, ,ANYONE DIRECTLY OR INDIRECTLY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE 3. ALL SLIDING 6LA55 DOORS, SKYLIGHTS, AND ANY 6LA55 UNIT INSTALLED EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, HNGR HANGER ZR ZONING RESOLUTION BE LIABLE RE&ARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. TRU55 J015T MGMILLIAN 1.41E MIGROLAM UNLE55 OTHERWISE NOTED. PARTY INDEMNIFIED HEREUNDER. B. &EOR61A PACIFIC 2.OE 6-P LAM 1.5.2. ORIENTED-STRAND BOARD (OSB), WAFERBOARD ORIENTED-STRAND HOR. HORIZONTAL PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH 18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 A. TRUSS JOIST MGMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY MANUFACTURER'S SPEGIPIGATIONS. BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING ALL TO BE INSTALLED AS PER MANU. SPEC.'s PRODUCT STANDARD 2 (PS2) PERFORMANCE VOLUNTARY PRODUCT 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE OF CONCRETE, ETC. ARE TO BE CAREFULLY 5UPERVI5ED BY THE CONTRACTOR STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR ENERGY CONSERVATION CONSTRUCTION CODE. INSULATION I I I I T I I ¢ I J� ( o TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. ' `L ULA I y C I �l E' J� NREOUIRF_��E�NTS APPLICABLE CODES AND 6000 PRACTICE. DEVIATIONS FROM THE DRAWINGS FRAMING MATERIAL STANDARDS SECTION, THE 0OVERNIN6 BUILDING CODE, 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR • AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL ANY OTHER TYPE OF GLA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. AUTHORIZATION OF THE ARCHITECVENGINEER. CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A20&.1 AND ANY REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GORE 7• ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL PROPOSED DESIGN CODE PRESCRIPTIVE VALUE19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. COMPONENT NEEDED, UNLE55 OTHERWISE RAF SPECIFIED. ALL DIMENSIONS AND CONDITIONS NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE TER SPAN. NOTCHES IN THE C10MPL.I ES PERTAINING ARE TO BE FIELD VERIFIED. OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-51XTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS VALUE GIT TION (PER 2020 NYSEGGG) RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA A1414.1 CELLULOSIC S ALL GLA55 IS TO BE FREE OF MANUFACTSCRATCHEURER AND IMPERFECTIONS. 5 LA55 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXI5TIN6 WORK EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 620& STANDARD SPECIFICATION FOR SHOULD BE GUARANTEED 3Y THE MANUFACTURER FOR A PERIOD OF 5 YEARS. _ WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTE:f?DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. 41• ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITHU-VALUE = 0.25 MAX. U-VALUE = 0.52 HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM ED6E5. ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE FENESTRATION U-VALUE MAX. AIR LEAKAGE = 0.50 GPM/5P YES 21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURER'S 1.55. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN CONTRACTOR TO VERIFY"THAT THE CHARACTERISTICS OF THE WINDOW MATCH AIR LEAKAGE = 0.50 CFM/5F PER R402.4.5 s TABLE R402.1.4 - CLIMATE ZONE 4 SPECIFICATIONS, UNLE55 NOTED OTHERWISE. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NCT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTC ES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I CHARACTERISTICS ARE A:5 FOLLOWS,BUT NOT LIMITED TO: DESIGN PRESSURE, 22. PROVIDE FIREBLOOKIN6 AS PER NEW YORK ACCESSIBILITY STANDARDS. THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (P5- 1), THE 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL ROUGH OPENIN6, U-FACTO'S LIGHT AREA,VENT AREA, AND EGRESS MIN. R-VALUE = 4a - HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION REQUIREMENTS. CEILING R-VALUE R-4Q BATT INSULATION PER TABLE R402.1.2 CLIMATE ZONE 4 YES 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY OF THE HOLE SHALL NOT BE CLOSER THAN r,/8 TO THE EDGE OF THE STUD. REPORTS. UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GRO55-SECTION. 10. WINDOWS IN TUB/5HOKR ENCLOSURES AND WITHIN 5TAIRWAY5 SHALL BE COPYRIGHT PROTECTION ACT OF 1990 (AWGPA), WHICH HAS SEVERE PENALTIES. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL TEMPERED CLASS. 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. EXTERIOR (2�:xb::) WOOD R-21 CAVITY BATT INSULATION MIN. R-VALUE = 20 (CAVITY) GORES AND REFERENCE STANDARD: CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, it. EXTERIOR &LAZING 5H�,LL BE PROTECTED FROM WINDBORNE DEBRIS. FRAME WALL R-VALUE PER TABLE R402.1.2 - CLIMATE ZONE 4 YES I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK NOTES, AND TABLES ON PACE 6-003 8 6-004. THE FA5TENIN6 SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/A5ME B le>2.1 SQUARE AND GLAZED OPENING PROTEGT'ON SHALL MEET THE REQUIREMENTS OF THE LARGE STATE BUILDING GORE, 2020 NEW YORK STATE RESIDENTIAL GORE, 2020 SPECIFIES THE READ NAILING FOR THE SHEATHING (ANY NAILING ' N HEX BOLTS AND SCREWS (INCH SERIES). MISSILE TEST OF ASTM EI196 AND ASTM EI886 AS MODIFIED BY 2020 NYS BG � NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING SECTION 301.2.1.2.1. 6ARA-SE DOOR GLAZED OPENING PROTECTION SHALL MEET COMPLIANCE STATEMENT: iZ STATE ENERGY CONSERVATION CONSTRUCTION CODE. SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAO SCREWS: LAO SCREWS OR LAO BOLTS SHALL COMPLY WITH ANSI/ THE REQUIREMENTS OF AN APPROVED IMPACT-RE515TANT STANDARD OR TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THE5E PLANS AND SPECIFICATIONS ARE IN SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. 5PEO.'s). A5ME BI8.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). ANSI/DA5MA 115. COMPLIANCE WITH THE 2020 NY5 ENERGY GON5ERVATION GON5TRUGTION CODE U51NG CHAPTER 4 [RE]. 0 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING,CONNECTIONS OF HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME 2.2.3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH V CONSTRUCTION MANUAL BY THE AMERICAN FOREST 4 PAPER ASSOCIATION 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DE5161sl A THICKNESS OF NOT LE55 THAN a" AND A SPAN OF NOT MORE THAN b' SHALL > (AFBPA) AMERICAN WOOD COUNCIL (AWG). WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD M55 CONSTRUCTION, BE PERMITTED AS 6LAZIING PROTECTION. PANELS SHALL BE PRECUT AND it TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE,AND ANY ADDITIONAL REQUIREMENTS ATTACHED TO THE FRAMIING SURROUNDING THE OPENING. PANELS SHALL BE 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE WALL w/STEEL SHIMS d A MIN. 3/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS PLUMBING CODE. SECURE w/(2) I/2" (P ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE 4. ALL MECHANICAL WORK SHALL C014FORM TO THE 2020 NEW YORK STATE EXIST. WALLS d 12" LONG HOOKED BOLTS 0 NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING 51ZE AND R301.2.12. ATTACHMENT HARDWARE SHALL BE PERMANENT Q MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS GORE. P05TIN6 ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" GAGE ARE SPECIFIED,MINIMUM ASTM Ab53, STRUCTURAL QUALITY, CORROSION-RESISTANT ,AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL ON THE BUILDING. 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GORE AND ANY TABLE R30I."f CLIMATIC $ GEOGRAPHIC, DESIGN CRITERIA CODE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION IN A 5HEAR,ALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS PLUMBING STANDARD 5HEARWALL HARDWARE (w/ NOTED VALUES) $ ANCHOR BOLTS® I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT(DW)CODE EVALUATION REPORTS. ALLOWABLE OF-FLECTION OF STRUCTURAL MEMBERS PROJECT: CONSTRUCTION GORE. U.O.N. WITH TOP GAPS STEEL COLUMNS TO BE MIN.Ya" BENT PLATE 8" LONG W b" RISE d w/ (2) 5 a BOLTS THROUGH TENTER LINE OF VERTICAL LEGS 2.2.5• NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD 5Y5TEM5 TO NY5 PLUMBIING CODE AND NY5 DEG REOULATION5. GROUND SNOW LOAD 25 LBS SET b" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-003. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. 2 PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. STRUCTURAL MEMBER AL LOWABLE OTAN DEFLECTION BASIC WIND SPEED 130 MPH6ENERAL WIND PROTECTION CONNECTION NOTES: 226. PNEUMATIC NAILS AND STAPLES: PNEUMATIC, NAILS AND STAPLES 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION RESIDENCE ADAPTED FROM STANDARD FOR HURRICANE RE515TANT RESIDENTIAL SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND L BASE OF VERTICAL WASTE PIPES. RAFTERS HAVING SLOPES GREATER THEN 3/12 EXPOSURE CATEGORY B CON5TRUTTION;55TD 10-419 AND 2015550 HIGH WIND EDITIION WOOD FRAME AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE L/180 CONSTRUCTION MANUFACTURER'S GORE EVALUATION REPORTS. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER W/ NO FINISHED GEILIN6 ATTACHED TO RAFTERS I. A CONTINUOUS LOAD PATH BETWEE'_N FOOTINGS, FOUNDATION WALLS, SEISMIC DESIGN CATEGORY B FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. ASPHALT ROOFING SHINGLES 22.7. 50REW5: 50REW5 SHALL COMPLY WITH ANSI/A5ME B I8.b.1 FOOT. I. ALL SLOPED ROOFING SHINGLE5 SHALL BE GAF-GLA55-A ASPHALT ROOFING WOODSOREW5 (INCH SERIES). INTERIOR WALLS d PARTITIONS H/150 WEATHERING SEVERE 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 5HINGLE5 OR APPROVED EQUAL. 5. GENERAL TRAP AND WA5TE SIZES AS FOLLOWS, UNLE55 OTHERWISE NOTED: 1395 HENRYS LANE INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL - P15H WASHER........................................2" BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2. 5HINCLE5 SHALL BE APPLIED OVER 15# BUILDING FELT, UNLE55 OTHERWISE - KITCHEN 51NK.......................................2„ FLOORS # PLASTERED CEILINGS L/360 FROST LINE DEPTH 3 o:: PECONIC NY 11958 NOTED. ALSO, CONTRACTORS OPTION TO APPLY OAF-WEATHER-WATCH ICE - LAVATORY..............................................2" 3. METAL PLATES, CONNECTORS, SGF:EWS,BOLTS AND NAILS EXP05ED AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL MECHANICAL CONNECTIONS: _ 5HOWER/TUB.........................................2" ALL OTHER STRUCTURAL MEMBERS L/240 TERMITE MODERATE TO HEAVY DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL LINE. d 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. TOILET........................................................3 AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS 'SIMPSON" MAY BE - LAUNDRY ................................................2" EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 DRAWING TITLE: 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. - FLOOR DRAIN..........................................3" ICE BARRIER REQUIRED YES 4. WHERE WINDOW5 AND DOORS INTERRUPT WOOD STRUCTURAL PANEL CONSTRUCTION. GENERAL NOTES SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED b. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUBS, HEADER STUDS 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S BY 'SIMPSON" MANUFACTURER. THROUGH ROOF. I ENERGY TABLE AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. SPECIFICATIONS. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES 7. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN d 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING 5. NAILING OF ROOFING SHALL BE TO CODE. INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL DRAIN GOOKS AS REQ'D.H05E BIBS SHALL BE PROVIDED WITH BACKFLOW RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb" OR 2"x4" LUMBER IS LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY PROTECTION. 6. CORROSION RESISTANT II GAGE ROOFING NAILS AND I6 GAGE STAPLES ARE LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF LOADIN6 VALUES ARE LF-55 THAN WHAT IS SPECIFIED BY 'SIMPSON" RAFTERS. PERMITTED 8. WASTE FROM CLOTHE5 WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED l� 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED WITH BACK FLOW PROTECTION. 5TRUCTUF,AL DE5I CSN LOAFS PAGE: 2:12 PITCHES TO 4:12 PITCHES 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER 9. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45" AND EVERY 8. ASPHALT SHINCLE5 SHALL BE TESTED TO DETERMINE THE RESISTANCE OF MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. � �l �USE LIVE LOAD DEA OD LL AD 16" WITHIN 4 OF EXTERIOR CORNERS. THE SEALANT TO UPLIFT FORGES USING A5TM D 6551. 6. ALL FA5TENIN6 CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR G-002m00 6. SILL PLATE TO FOUNDATION ANCHORAGE;BILL PLATE SHALL BE ANCHORED SPECIFICATIONS OF THE PRODUCT BEING INSTALLED TO CONGEALMENT OF PLUMBING. EXTERIOR BALCONIES 40 psf 15 psf TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER OF J" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY 11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. PECKS 40 psf 15psf PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR ARCHITECT NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED p p BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN GONGRETE/MASONRY GYPSUM WALL BR OAD NOR ANY POTENTIAL DAMAGE THEREOF. DATE: 06/07/22 2 OF 15 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS 1. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT 8. ALL CONNECTORS SPECIFIED ASA SIMPSON TOP MOUNTED BEAM PASSANGER VEHICLE GARAGES 50 psf A5 PER PLAN AND AT 5PAGIN6 NOT EXCEEDING 4' ON CENTER. COMPOUND METHOD. HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. ELECTRICAL: ATTICS WITHOUT STORAGE (MAX CLEAR HOT< 42") 10 sf 15 psf 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM p p 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS TO 2017 NATIONAL ELECTRIO CODE,NFPA 70 AND 2020 NEW YORK STATE OTHERWISE NOTED. WATER RESISTANT (H.R.) AT BATHROOMS AND WHERE ENERGY CONSERVATION CONSTRUCTION GORE. ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf DEEMED APPLICABLE. VEQ AF? 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON 5. 5/5", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON GEILIN6 AND WALLS INSULATION COMPLETION OF WORK. ROOMS OTHER THAN 5LEEPING ROOMS 40 psf 15 psf CO�� ( M• /TF (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET 1. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED �� . \< -9 IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: SLEEPING ROOMS 30 psf 15 psf w Tu +�e � EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL FOIL TO BE PLACED TOWARD WARM SIDE. - GENERALLY,VERIFY OR PROVIDE HARD WIRED p p 4 2 I '�Ig t i CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. SMOKE DETECTORS w/BATTERY BACK-UP IN: ;' ,i A, * 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION STAIRS 40 psf 15 psf * t 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES,CORNERS, AND EDGES SHALL BE WALLS FROM 6" BELOW GRADE TO 24" BELOW &RADE IF DESIRED BY A. EACH 5LEEPING ROOM a TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE GUARDRAILS p p AND HANDRAILS 200 psf 15 sf 0 �` �`�" TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. FOUNDATION WATERPROOFING. B. OUTSIDE OF EACH SEPARATE 5LEEPING .A 37t>rri �o Y AREA IN THE IMMEDIATE VICINITY OF T 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: THE BEDROOMS (GENERALLY THE HALLWAY) 12 psf FOR ATTIC OF to o ALL OPENINGS. - 41" R-30 FOR FLAT GEILIN65 ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf i5 psf FOR CATH. - 5.25 R-300 FOR VAULTED AND CATHEDRAL GEILIN65 G. EVERY LEVEL OF DWELLING 6. FASTEN GYPSUM BOARD A5 PER FASTENING SCHEDULE ON PAGE 6-003. - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION (BASMENT,FIRST FLOOR, d SECOND FLOOR,ETC) - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH - 525" R-21 FOR FLOORS ASCE 7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUGTURE5) OLDOJ�IN DETAILS T7'F 1 C,AL N LINO/5TRA��I NO REOU I REMENTS FOR FASTENING SGHEDUEE A Q ALL HARDNARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER UAL I FTS SHEAR, $ LATERAL N I ND RESSTAI V(f.,E NOTE: TH15 SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS 0 ~ a) SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-003 FOR STRAPPING AND NAILING REQUIREMENTS, W Z W N AND ROUGH OPENING FRAMING REQUIREMENTS) J F 1H "ALL STRAPFINO TO BE V4"x 20 GAUGE** -- "SIMPSON" EGUIVALENT - C520 (COILED STRAP) ALL NAILING IS A GENERAL 5PEGIFIGATION, IT APPLIES UNLESS NOTED OTHERWISE N_5E IOd NAILS IF STRAPPING 15 OVER PLYWOOD; TYP. FOR ALL (50HEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) � w }: FASTENER 5PEG. [:TFASTF-NE:R Z HOEDOWN HOEDOWN CONNECTION I L. I NO O R I D DESCRIPTION AND GUANT17Y PACIN5 _ z FOFOUNDATIONIST ROOF i$ GE I L I NO FRAM I NO F- Ln Y ' I.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A Ibd M a) 0 ENALL COMMON NAIL w/o PREBORED HOLES. 0 C) 0 ENDWALL DW2 RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER RAFTER I- Lo M (3) 2x FULL (3) 2x FULL CORNER STUD AT RAFTER TO RIDGE 2.WOOD 15 ASSUMED TO BE DP,#2 d BTR. IN DRY USE p0 HEIGHT STUD-� HEIGHT STUD CONNECTED TO R•R• y ry SERVICE Z , CORNER STUD TRANSFER SHEAR CONNECTION: Q GEILIN6 JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER JOIST NNEGTED TO 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL 0 TRANSFER SHEAR �N T • (EVIDENT DURING INITIAL INSTALLATION) PREBORE THE NAIL GEILIN6 JOIST TO PARALLEL RAFTER(FACE-NAIL) SEE PAGE 6-003 EACH LAP = "SIMPSON" HDaB FOR STRAP - 3 8 d COMMON • • • • ,"fir HOLES,SET NEW MEMBER. HOEDOWN ANCHOR a 2-16d COMMON • • Z W F Ix 2-16d COMMON NAILS a� EA. END OF STRAP. NAILS a 6" O.G. LOCATIONS NOTED NAILS O.C. b" O.G. / • • • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED ON PLANS 10" . IF BLOCKED ,�7`/ • • GEILIN6 JOIST LAPS OVER PARTITIONS (PAGE-NAIL) q-Ibd COMMON EACH LAP Q J 10" O.G. IF BLOCKED CORNER POST FOR ROOF SLOPES UNDER 5:12 WITH C,-JJ G.TIES S.SEE SECTION 6 FOR ANY REa'T TO CLINCH THE NAILS(TO J 00 CORNER P05T ROOF SPANS OF 24' OR GREATER, TIGHTLY BOND THE END OF THE NAIL TO A 90° ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 6-003 PER TIE +1° GRAPHIC BELOW) > C) USE 4 _L5 d COMMON NAILS a"SIMPSON" HDaB6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY Z CD HOEDOWN ANCHOR ® EA. END OF STRAP FOR ROOF BLOCKING TO RAFTER (TOE-NAIL) 2-8d COMMON EACH END J 'a'-j SECTION 12.4-PLACEMENT OF NAILS d SPIKES ! TABLE LOCATIONS NOTED ° . SLOPES OF 5:12 AND GREATER. CR 4-1. O ON PLANS RIM BOARD To RAFTER (END-NAIL) 2-I6d COMMON EACH END Q z 4 GONNEGTION BI 4 B2N AT RAFTER TO TOP PLATE TO STUD W Lt. -� HOLDOWN INSTALLATION OPTIONS: CONNECTION: WALL FRAMING LO m T-1 • I` Ln FOR NEW P. GONG. FOUND.'s ° ° FOR STRAP - 3 8 d COMMON NAILS aE32TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I PER FOOT 0 J 0 HOEDOWN CAST IN PLACE w/7/8"4) THREADED ROD • • . EA. END OF STRAP: ' • WHEN IN TOWN OF ISLIP OR NAILING TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE s» FOR EXIST. P. GONG, OR NEWLY CURBED FOUND.'s ' ' NOTE GEOMETRY EXCEEDS THAT PERMITTED IN I • • '[/8110 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO __ • • MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. CONCRETE w/ "SIMPSON" SET(HIGH STRENGTH EPDXY - W ADHESIVE), $ FOR TEMP.'s O°F-40°F USE "SIMPSON" AT j 51MP50N # H2A (OR EQUAL) RAFTER TIE (HIGH STRENGTH ACRYLIC ADHESIVE) HEADER TO HEADER (FACE-NAIL) I6d COMMON Ib O.G. ALONG ED6E5 FOR TOENAILING - 3 8 d COMMON NAILS FOR EXIST. /NEW G.M.U. (GONG. BLOCK) USE SAME TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD W FILL TOP 2 COURSES 50LID a CAST IN PLACE HOLDOWN CONNECTION FOR G.J. TO R.R. - cl 16 d COMMON NAILS w/WWW THREADED ROD REQUIREMENTS FOR BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, RA15ED C.J.'s(WHEN AT G.J. TO G.J. CONNECTION: ENDJOI5T, or BLOCKING (FACE-NAIL) 2-I6d COMMON I PER FOOT = FOR EA. PLATE TO STUD ABOVE 4 OR BELOW U J APPLICABLE) HOEDOWN 'G' }-{OJ,_•j7)OJn(N V _(6_d COMMON NAILS FOR G.J. TO G.J. - q 16 d FLOOR FRAMING COMMON NAILS Q ' x FOR NEW d EXIST. FOUNDATIONS FOR NEWLY POURED CONNECTION GI + JOIST TO SILL, TOP PLATE or 61RDER (TOE-NAIL) 4-8d COMMON PER JOIST C,2 FOUNDATION a ONE STORY ONLY • (3) 2xFULL ENDWALL • BRIDGING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END HEIGHT STUD CORNER STUD CONNECTED To BLOCKING TO J015T (TOE-NAIL) 2-8d COMMON EACH END AT STUD TO FLOOR ASSEMBLY TRANSFER SHEAR "SIMPSON" HD09y (5) 2x FULL C,2 HOEDOWN ANCHOR CD 2-I6d COMMON HEIGHT STUD TO STUD CONNECTION: BLOCKING TO SILL or 3-I6d COMMON EACH BLOCK TOP PLATE (TOE-NAIL) ua, LOCATIONS NOTEDNAILS a 6 O.G. a ON PLANS 10" O.G. IF BLOCKED G I FOR STRAP - 5 8 d COMMON LEDGER STRIP To BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST CORNER P05T NAILS a EA. END OF STRAP JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-8d COMMON PER JOIST FOR EA. PLATE TO STUD ABOVE d OR 2-16d G N oBELOW - 2 I6 d COMMON NAILS BAND J015T TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST NAILS a O.C. BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON f PER 'FOOT _ • ROOF 5HEATHIN5 ° d STRUCTURAL PANELS: INTERIOR ZONE 86 COMMON b" ED6!E / 12" FIELD a% "SIMPSON" ST D14RJ GONNEGTION DI s DZ SOLID PERIMETER EDGE ZONE a5d COMMON b" BLocKIN6 GABLE ENDWALL RAKE OR RAKE TRU55 w/ 8d COMMON 4" O.G.E /b FIELD HOEDOWN INSTALLATION OPTIO 5: EA.BAY® UP TO q" RAKE OVERHANG FOR NEW P. GONG. FOUND.'s _ HOLDOWN CAST IN PLACE w/-7/6"0 THREADED ROD —' FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.'s « AT STUD TO FLOOR ASSEMBLY TO 51 LL GE I L I NO SHEATHING • '7/5"(P THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO " PLATE(S CONNECTION: D2 CONCRETE w/ "51'1,4PSON" SET(HIGH STRENGTH EPDXY I�ROMINGYPSUM WALLBOARD 5d COOLERS T" EDGE / 10" FIELD I ADHESIVE), b FOR TEMP.'s O°F-401F USE "SIMPSON" AT CORNER � � FOR STRAP - 3 8 d COMMON NAILS aEA. I (HIGH STRENGTH ACRYLIC, ADHESIVE) \ I ONE #4 REBAR FOR EXIST. /NEW G.M.U. (GONG. BLOCK) SPECIFIED ON D( END OF STRAP (WRAP STRAP UNDER SILL PL) WALL SHEATHING TYP. FOUND. NOTE » FOR EA. PLATE TO STUD ABOVE s OR BELOW - -- FILL TOP 2 GOUT<5E5 SOLID d CAST IN PLACE HOEDOWN � ° --- w/7/8"4) THREADED ROD _.� ____ d COMMON NAILS STRUCTURAL PANELB Sd COMMON 6" EDGE / 12" FIELD ° ALTERNATE CONFIGURATION - ABOVE STUD TO 6YP5UM WALLBOARD FLOOR CONNECTION w/ # LPT4 SIMPSON (OR STRAP w/(5) 5d COOLERS '7" EDSE / 10" FIELD F NA 1 L 1 NO/STRA�F I NO @ WINDOW/DOOR HEADER STANDARD/ALTERNATE EaUAL) a� PLATFORM TO SILL PLATES ONAILS a EA.END Lu OF EA.STRAP TO EA.JOIST-(FOR FLOOR SHEATH I NO (SUBFLOOR) 2 ALTERNATE USE O NOTATION: SIMPSON H2.5A) 0 A - NUMBER OF ad NAILS a EA. END OF STRAPPING (2018 WFGM,TABLE 3.7,P. 189) GONNEGTION E STRUCTURAL PANELS: B - NUMBER OF SILL 5TUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2018 GREEATER WFGM, TABLE 5.25B,P. 2ql) I" LE R THAN I": 10d COMMON 6" EDGbd COMMON b" WeEV(SE / 12" FIELD G - NUMBER OF FULL HE16HT KING STUDS a EA. 51DE OF HEADER(2016 WFGM, TABLE 3.230,P. 292; E / 12" FIELD ALTERNATE AS PER TABLE 3.25D,P. 2q3) • • D - NUMBER OF I6d NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER a EA. SIDE • I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. w A D (2018 WFGM, TABLE 3.1, P. 189) AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING 50HEDULE5 SHALL BE USED WHERE WALL 5HEATHIN6 NAILINI6 15 REDUCED. Q E - NUMBER OF JACK STUDS a EA. END OF HEADER(2015 WFGM,TABLE 5.22F,P. 288) PLATE(5) GONNEGTIDN FOR EXAMPLE, IF WALL 5HEATHIN6 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER G F - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF 5ILL(5) a EA. SIDE ° - 5HEAR CAPACITIES, NAILING REQUIREMENTS FOR 5TRUG TUBAL MEMBERS SHALL BE DOUBLED, OR (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.8,P. 191) SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: D 2 - WHEN WALL 5HEATHIN6 IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF FOR STRAP - 3 8 d COMMON NAILS a EA. s NAILS- FOR ROHALL 5E FFRM177 D 4'To BE THE PERIMETER NAIL IOP THE ROOF INCLUDING 4' ON EACH da ° a END OF STRAP (WRAP STRAP UNDER SILL PL.) SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT P OUIREMEh1TS SHALL BE OTAN FASTEN I NO 5GHEDULE B `-..,.. a° F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENIN55 �° USED. � (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) FOR EA. PLATE TO STUD ABOVE $ OR BELOW - � ° d COMMON NAILS RESIDENCE A NOTATION ROUGH A B G D E F G oPNG 1395 HENRY'S LANE 2'-0" 2 I 1 I I PECONIC, NY, 11958 4'-0" 4 1 2 2 2 2 SFL I C I NO OF TOF FLATS OASLE ENDWALL " - PROVIDE (2) 2"x10" HDR (MIN.) U.O.N. b'-O" 5 I 3 3 3 3 E3RAGIN5/57RAPPING DRAWING TITLE: (B) - REOUIRE5 SILL PLATES OF 2"xb" (MIN.) FOR RAKES f2"OR TOP PLATE BLOCKING 2 LESS PROVIDE HOEDOWN, ANCHOR BOLT, 2 5 4 4 4SPLICE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK a LOCKING• 12"O.C. LENGTH FOR WIND - EXPOSURES B$0 - FOR WIND - EXPOSURES aso - 4'-0" O.G. \,<ToGHEfvE RAKE O.H. STRAPPING, & NAILING DETAILS ALL OTHER CASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE BUILDING MINIMUM 5PLICE',''" BUILDING MINIMUM SPLICE ",4 DIMEN51ON (FT) LENGTH (FT) DIMENSION (FT) LENGTH (FT) TYP.STRAP w/(s) PAGE: ad NAILS EA. END -o" OF EA.STRAP ATTIC,- - - I6-O4'-O" G-003mOO AN�HOR �®LT S�EG I FGTI ®NS 20'-0" 4'-0"/5'-0" 20'-0" 5'-0" 6"-I2" SPECIFICATION (2018 WFGM TABLES 3.2A � 3.28, P. 157-160) BLOCKING 2 BAYS CORNER 24'-0" 4'-0"/5'-O" 24'-0" b'-O" BACK a 4=O" O.G. DATE: 06/07/22 CONDITION sq" FOR ALL STRUCTURES: 3 OF 15 5/8",P ANCHOR BOLT5 a5cf" O.G. 28-0 51-01W01-51. :2,51-011 '7'-0" 32'-0" 61-011/T'-6" 52'-0" 5'-0" r SECOND FLOOR t� NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATECONNECTARC LLENOTHS,THE INONAIL SPAGINS,SHALL BE REDU6d NAILS PEP,FOOT. CED INTER ORDER To 40-0 8-O /10-O 40-O I I-O I " , u I n , u , u • I. MIN. 7" EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS BLOCKING 2 BAYS END w/ 3" SQUARE WASHERS AND END NUT SETUP; BACK a 4'-0" O.C. a „ 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-0" 10'-O"/12'-6" 50'-O" 13'-O" C CONDITION 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. $ FILL IN EXPOSURE B TYP.STRAP w/(3) < -A TOP TWO COURSES SOLID 8d NAILS EA.END N �' atv, t? {%J 0 T 5.TABULATED SPLICE LENOTH5 ARE BASED ON 8 FOOT WALL 60'-O" 12'-0"/15'-0" 60'-0" I6'-O" OF EA. STRAP D HE16HT5 FOR OTHER WALL HEICHT5,H,THE TABULATED UNIT * I 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOAD5 SHALL BE MULTIPLIED BY H/8; ' r � 4, FIRST FLOOR PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE TO-O 14-0' '701-0.1Iq-O N h NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" 6 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT), -cf U370 yd I6'-o" 80'-0" 22'-O" T FROM ENDS AND CORNERS (TWO a CORNERS) W WALL- 1.125 (SEE DIAGRAM TO LEFT) 10'WALL- 1.25 BLOCKING 2 BAYS II''WALL- 1-'"5 THIS COLUMN w/MULTIPLIER BACK a 4'-O" O.G. 4. COORDINATE w/ HOEDOWN LOCATIONS 12WALL- IS FOR 10'-0"WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD CRAVE MATERIAL MISCELLANEOUS FRAMING ORAPH105 CONTINUOUS BUILT-UP GIRDERS, 3 OR MORE SUPPORTS (THAT EXCEED FRAMING STANDARDS, IT 15 REO'D FOR FRAMER TO HAVE BOOK CONNECTION PATTERN SCHEDULE F I REBLDCK I NO FOR PLATFORM V400D FRAM I NO Q 0 woR+:INC KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEC. s FOR ADDITIONAL INFO.) o H AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/b ASSEMBLY REQUIREMENTS: 4 1/4 OF A WHEN GIRDER5 MADE UP OF JOISTS NAILED LLJ ' Z O CONNECTION - W 04 DESCRIPTION � TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER J BLOC .I NO UNDER LOAD BEARI NO WALL PATTERN THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES �- Ti vi NON-LOAD BEARINO WALL OFFSET FROM SUPPORT A (2)ROW5 IOd NAILS a 12"O.G. MAX.52" LOCATED BETWEEN ONE 51XTH AND ONE QUARTER AS FIRE-STOPPING. QW THE SPAN LENGTH FROM AN INTERMEDIATE LLI 2. FOR PLATFORM FRAME GONSTRUGTiON: THE DOUBLE JOIST � }' STU a (5)ROWS loa NAILS• 12•o.c.11 SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FORM FRAME �--- Z TUD-' P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE SUBFLOOR \ C (2)ROW5 1/2. 4+BOLT5 0 12"O.G.5TA66ERED; JOINTED ON THE SAME 51DE OF THE SUPPORT. 3. FOR PLATFORM FRAME GONSTRUGTION: THE SOLE AND DOUBLE 0 Z SUBFLOOR DBL.a ENDS BUILT CE PLATE SERVE AS FIRE5TOPPIN6. J _ SOLE PLATE BUILT UP GIRDER p� MAX,52" D (2)Rows 1/2" �BOLTS� Ib•O.C. NAILING: SOLE PLATE TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE i LO � 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE 0 SIDE WITH IOd NAILS, TWO NEAR EACH END OF JOIST SERVES AS FIRESTOPPIN6. O E (2)Rows I/-5 m BOLTS m 24"O.C. BETIVEEN 1/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE d O 0 l2)ROWS 3-5/8"TRussLocK SCREWS• 12°o.c. 4 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL 5 O FOF NO PPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING � � F 5CREWED ON(1)SIDE OF MEMBER OR OF NONCOM-BUSTIBLE FILL. z CF m LINE;OR GIRDERS ARE TO BE NAILED FROM EACH Z 6 (2)ROWS 5-5/8•TRUSSLOCK SCREWS a Ib"O.C. SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE 0 SCREWED ON(I)SIDE OF MEMBER JOIST, OTHERS STAGGERED W/ A DISTANCE OF 52" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN (2)Rows 5-5/a•TRU55LOGK SCREWS 0 24.O.c. BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE AS FIRESTOPPIN6. J015T 5CREWED ON(1)SIDE OF MEMBER Z MAXIMUM OFFSET (2)ROWS 5"TRUSSLOCK SCREWS 0 12.O.G. 41REE-PIECE "1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND W JOIST DEPTH, d SCREWED ON BOTH SIDE OF MEMBER BUILT UP GIRDER P MAX.52' THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d 2 OR OF WOOD BLOGKIN6 PLACED BETWEEN JOISTS Q -� NAILS ON EA. 51DE w/ TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPIN6. -� 00 MATCHED SIZE OF BLCGKIN6 (2)ROWS 5"TRUSSLOGK SCREWS• 16'O.C. 4 UNDER NON-LOAD BEARIN FIRE5TOPPIN6 AND K 5GREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE '� O PARTITIONS ® E O.G. L BLOCKING SSD OTHERS STAG3 G STAGGERED w/ A D15TANCE OF NOT MORE 8. THE HEADER SERVES AS FIRE-STOPPIN . O (2)ROW5 5"TRUSSLOGK 5GREw5• 24"O.G. BETWEEN 1/6 5GREWED ON BOTH SIDE OF MEMBER 4 1/4 OFA THAN 52 BETWEEN NAILS IN A HORIZONTAL LINE. _.I r'I DOUBLE PLATE 01. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL O GE I L I NO BRAG I NO NOTE: FOUR-PIECE GIDER5 ARE TO BE ASSEMLED AS BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO � STRINGER TO SERVE AS FIRESTOPPIN6. Q z � • CANTILEVERED FLOOR I.BEAMS 4 HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN'A'WHEN W OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR N 4 CONNECTION PATTERN'B'WHEN lo' OR LARGER FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH LL j STUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FA5TENER5 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER GIRDERS ARE TO BE SECURELY ANCHORED TO 1 HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH P LO SOLE PLATE 2"x4"CONTINUOU5 6ABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR FIRESTOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF SUBFLOOR LATERAL BRACE ® b'O.G. TRUSS BOLTED TO STEEL COLUMNS. THE VERTICAL OPENING I5 SEALED BY PLASTER ON THE GEILIN6 J 0 BAND AND CHIMNEY. THE SPACE ABOVE THE FIRE-5TOPPIN6 SHALL BE JOIST2) lod NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THRO'U6H NORMAL O.J. PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON 10)Sd NA I L I NO PATTERNS FOR S 1 DE LOADED BEAMS (i e . FLUSH B F A M 5) -LOCATIONS REGUIRUNG FIRESTOPPING- NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WllLL SERVE W NAILS AS FIRESTOPPING. FIRE- FIRE_ WOOD FIRESTOPPING FIRESTOPPING �"- FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING FIRE- FIRE- SOLESTOPPING STOPPING (> MULTIPLE-PIECE MEMBERS W JOIST * 5d COOLER NAILS 0 10"O.G. NAILED BOLTED' III U BLOCKING 2"x4" BLOCK NAILED TO EA.BRACE 2 ROWS 16d � 5R&P�61bd 2 ROMYJ' 2 ROP45V 2 ROWSXi' '.: VERTICAL U tf J BOLTS�24• F IRESTOPPI W/(4) IOd NAILS COMMON COMMON O.G.5TA66C12ED� BOLTS BOLTS � A/ • • . 12"OZ. •6.O.G. `��rr;.* AP WHEN LL 0 12'O.G. • 12'O.G. COVERING IS APPLIED TO UNDERSIDE 20 a STRAP ``.. of' D 9 z. Q STU Two ROWS 12"o.c. THREE ROWS 12•o.c. GYPSUM BOA JOISTS I •- (10) 8d NAIL BEAM SELECTION w/ STD. NAILING LOCATION 1 LOCATION 2 LOCATION 3 LOCATION 4 '« DOUBLE PLATE- * Sol COOLER NAILS• 10" O.G. 0 0 0 0 0 0 0 ° ENDSTUDS A5 NOTED IN NOTES -1 4 8 ° JOIST SHALL BE LOCATED DIRECTLY * WALL TES ALT.FOR USE OF DRYWALL SCREWS o 0 0 0 S NONGOMBU5T9BLE ALTERNATE � FIRESTOPPIN6 LOCATION VER 571)D5, UNLESS TOP PLATE 15 4" • EDGE/12"® FIELD FULLY BLOCKEDSOLE OF GIRDER I.TOP AND BOTTOM ROWS SHOULD BE 2"FROM EDE+ES WOOD FIRESTOPPING ' DE516NED TO CARRY THE LOAD 50REwS#6 - lY4"TYPE W OR 5 FIRESTOPPINGv 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STAGGERED TWO ROWS 6"O.G. LOCATION 5 LOCATION FROM THE TOP ANP BOTTOM OF THE MEMSM IGIGNE55 OF THE MEMBER.USE WASHERS UNDER W BAND NST EXTEND THROUGH THE FULL O O OO OO OO O Oo 00 O OO INTERIOR. STUD DETAIL OVERLAID ROOF a.STAGGER EACH ROW of FASTENERS BY 12•. 0 0 0 0 0 0 0 0 0 2"SPADE NOT ATTACHMENT @ VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING IS FROM EACH SIDE. TO BE FILLED \ \ ® NONCOMBUSTIBLE FIRESTOPPIN6: S.FOM-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FI1RE5TOPPING APPROX.I INCH THICK BOTH SIDE OF THE MEMBER. •i b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b•02.OR TRIPLED FOR 4"O.G.NAIL SPACING. LOCATION 7 STD,NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: 5TRAPPIN6 w/ T.2 ROWS OF Ibd COMMON NAILS 02.02)FOR DEPTHS 12'OR LESS FIRESTOPPING 4 8d NAILS LOCATION 8 LOCATION 9 a EA.END• R.R. 6.5 ROWS OF Ibd COMMON NAILS(12"O.C)FOR DEPTHS OF 14•,16"4 W. LOCATION 10 FULL WIDTH 2" BLOGKIN Z O CONSTRUCTION DETAILS N I ND LOAD PATH GDNNEGTI ON DETAILS TOP PLATE DRILL 2"m INTO ROOF DECK FOR STRAFF71N6 INSTL. NOT TO 50ALE INTERSECTION DETAIL EXIST.OR NEW NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 -lod 7 :ONTIN000S LOWER TOE NAILS NOTED CONT.BLOGKIN6 TOP PLATE SPIKED TO R.R.'s ALIGN NEW 4 EX. R.R.AS SHOWN K I N5 STUDS PLAN VIEW NOTE: RIRI INR INE D' WOOD JD 15 WOOD -101 CRIPPLE STUD BLOGKI NO JOIST HANOE HEADER GENERAL REG2U I REMENTS FOR GENERAL REQU I REMENTS FOR ~ W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS O 1 RDERHEADE JACK STUDS 0 WOOD GIRDER WOOD JOIST MAIN MEMBER W y1 JOIST FRAMING OVER WOOD OIRDER JOIST FRAMING FLUSH WITH GIRDERHEADER TYPICAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN a AN ANGLE OF PROJECT: DIAM.X 5 APPROX. 50° w/THE MAIN MEMBER 4 STARTED APPROX. Ys THE LENGTH OF THE NAIL FROM THE MEMBER END, OTAN I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER,STRAIGHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A 40° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN MEMBER,FOR THIS APPLICATION, SHALL BE AT LEAST RANTER RESIDENCE SIX TIMES THE DIAM. OF THE NAIL 5. TO AVOID SPLITTING,NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR GEILIN6 JOIST WALL STUD WALL STUD WHEN FASTENED TO A 2"X4" TOP PLATE OR 5 TOE NAILS BOTTOM PLATE BOTTOM PLAT 1395 HENRY'S LAN E IN EA. SIDE WHEN FASTENED TOA 2"xb" TOP PLATE. BATHTUB SUB FLOOR DOUBLE JOIST DOUBLE JOIST TOP PLATE PECON IC, NY, 11958 GH I M. CHASE 5EGUR1 NO © STD. 512E WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS (SIM. GHA5E WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARI NO NALL5 ALTERNATIVE RAFTER TO WALL STUD CONNECTION H/STUDS TO ATTIC, FLOOR 4 BLK'6 TO R/L SIDES w/ STRAPPIN6 TO R/L SIDES) N v O lu PAGE: TOP PLATE a tL O_I m WIND RESISTANT CONSTRUCT 1 ON CONNECTORS GHIM. CHASE WALL O z Q U ~' o GONNECTI ON LOGATI ON: PART NUMBER: NOTES: G-004m00 0 o 1 z Q `' RI DOE-TO-RAFTERS 0520@21" APPLY TO EACH PAIR OF RAFTERS � z ® RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER p ROOF U- a z ATE: 06/07/22 4 OF 15 RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER o O �z O REO'D BLOGKIN6 a PLATE-TO-WALL STUD 0520 © 18" TO ALIGN w/STRAPPING 4 a APPLY TO EACH WALL STUD ® EA LEVEL THE FIRST FL ®tu zQ X 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or C520 @ 56" ���Lu RARc ® HEADER-TO-JACK STUD G520 � 12" APPLY TO EACH WALL STUD , FLOORIOL6. O APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR SSTB16 APPLY TO EACH SIDEWALL END �9 57. FLOOR-UNDER-51 LL PLATE 0520 WRAP UNDER DOUBLE SILL PLATE374 51DE VIEW PLAN VIEW (USE WITH 3" SQUARE WASHERS) TF OF NES USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED IN5TALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. EXISTING TO BE DEMOLISNEW PARTIAL HEIGHT Q f- d) — HED �7 WOOD FRAME (L.G. 5TL. w = N I` ��1 WHEN APPLICABLE) ` EXISTING TO REMAIN JTq NEW WOOD FRAME (L..G. NEW FOUNDATION WALL Q w 5TL. WHEN APPLICABLE) m Z NEW I-HR FIRE RATED 515TER NEW STUD FRAMING O = Z WOOD FRAME (L.G. 5TL. TO EXIST. STUD FRAMING J C) WHEN APPLICABLE) MIN. (2) 2"x4" STRUCTURAL X 0) NEW 2-HR FIRE RATED ® POST FOR 4" WALLS 0O c) WOOD FRAME (L.G. 5TL. (MIN. (2) 2"xb" STRUCTURAL Lo x WHEN APPLICABLE) POST FOR b" WALLS), U.O.N. Z '. O ' 2 p Z cr Q w J J 00 EXIST. OIL TANK Z 0 Z N J , Lo ir e-1 — — — — — — — — — — — — — — — — — — — P- Lo o � o EXISTING EXIST. NINDOELECTRIGAL TO BE WS PANEL w REPLACED w 0 w J Q --' I BOILER I I Q NALL To BE DEMOLISHED I I REMOVE PORTIONS OF REMOVE EXIST. DOOR WALL s 2 I C-- I I � PUMP O EXIST. BATHROOM I I I L I WALLOI I I I ---- -•� ` '� �K\� � I --- DEMOLISHED I I I I � I I III I I I I I I REMOVE EXIST. WINDOWS I II I I 1 \\ I v I uI I I I III �� I � WALL TO BE DEMOLISHED I I �IL� ______ _ _ r--- -------J J I ------------- L-j--------------- — — -r-----t _L---- I ---------- --- I ----------------------------- z I r---- rr- _ I I uj IIS WALL TO BE�LJcV V DEMOLISHED I I I 1 I I r� I I III I I m i i - I III i I I I I -moi I tii I I I I I I I I I WINDOW TO BE REMOVED I I I I Q II II II II I I 1 II I I L_-- p I 3 II Q 1 1 I I I I I I I I I REMOVE EXIST. BULKHEAD AND I I I I I I I I DISCONNECT 4 REMOVE I v l I - BASEMENT STAIR I I I I I I I WALL TO BE I ELECTRIC DEMOLISHED n i ry I METERS PROJECT: I I I I I I I I I ----------J I I �---- I I I � J I I I I I —---------------------- — — — — — — — —__—__— — — — — — I L_ I r --------------------------------------------------------- _ -------------------- — _ _ OTAN EXIST. ELECTRICAL I II III I I I II I I I I / _1n�l I I RESIDENCE --F--- - J i I ---- -- - -------------s---- ------------ I II / I I II 1 r------------------------ r-�_ - ------ ----- -------J L--------- -------------- II / \\ EXIST. ELECTRICAL I I �ANEL TO BE REMOVED iL--�I \\----- I I I II I I I It t� III ( LL. I _ J , I II 1 1 ALL EXISTING CABINETS, " // ��_ I I EXISTING 1 I--- +---------� I II 11 PLUMBING FIXTURES d __ �J J 1 1 PANEL TO BE I WINDOWS I ��\� �i i ���� �i i I I _ _ DISCONNECTED k EXISTING I TO BE REMOVED WINDOWS TO BE I REMOVED I If �[�n�i I II l APPLIANCES TO BE REMOVED I r--- I I 1 1 1 71 Ill 1 p 11 I REMOVED I 11 I I ,'��`;ISTIN6 , 1�1`=i�LLJJ1 1 11 i i i i i , 1395 HENRY'S LANE III WINDOWS TO BE I I � '\'�// �� II r- d --J I I I I I i Ilh_ REMOVED TEMPORARY SHORING/DEMO SEQUENCING NOTES: I PECONIC, NY, 11958 EXIST. OIL TANK III I V I I II 1 II I/ II II II II I 11 II I , . I. INSTALL TEMP. POSTS 4 BIRDER PER DEMOLITION EXISTING L_ 11 11 I I I I I IDETAILS. I I PLAN d PER yyl�py,�c III L__ �-J� L J L--- I I I I TO BE REMOVED 2.REMOVE EXIST. 61RDER. TO BE 111 1 I L__ `�--_ ----____ , I I I DRAWING TITLE: 5.INSTALL NEW C71RDER PER PROPOSED PLANS;SECURE REPLACED V �� EXIST. W.H. TO EXIST. FLOOR JOISTS TO NEW GIRDER. BE DEMOLISHED 4.REMOVE TEMP. POSTS s GIRDERS. I I ` PROPOSED DEMOLITION PLANS \� GE TO BE REMOVED - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — I -11 11 IFT \\\ ----------- -----------JI 1 1 I I 1 1 I I \ I I 1 — - - — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - I ---� 1 I 11 I ______________ I j I EXI5TINO FRONT FOUNDATION I I I I WALL TO BE STRUCTURALLY T T,, PAGE: i i i I I BRACED FOR FIRST FLOOR DEMOA-101.000 I I 1 1 I.•:P I 11 11 I I I I I I I I I l i I I I 1.tJ I I I I I I I I I 1 EXIST. COVERED PORCH I I I I iii To BE DEMOL15HF-D ALONG WITH STAIRS i i DATE: 06/07/22 5 OF 15 1 l I I EXIST. FOUNDATION TO i i i-i ul I 1 1 1 I I I - BE DEMOLISHEDIL I I __ _____________ I I I I L------------------ ------------------- IEU R I I I ------------------------------------------J 1 ` `SV T/� � L----------------------------------------- L----------------------------------- t ----- j iA, 0 ♦ � 0sc�' Off, 3 7 PROPOSED 17EMOL I TI ON 5ASEMENT PLAN PROP05ED i7EMOL I TI ON FIRST FLOOR PLAN 9rF OF 50ALE: 1/4" = I'-O" SCALE: 1/4" Q U , _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. W Z 0 WHEN APPLICABLE) EXISTING TO REMAIN W N NEW WOOD FRAME'. W TA (L.G. F�--� NEN FOUNDATION ALLLu J �•I 5TL. WHEN APPLICABLE) Q W >_ SISTER NEW STUD FRAMING II Z NEW I-HR FIRE RATED TO EXIST. STUD FRAMING �J = Z WOOD FRAME (L.O. 5TL. WHEN APPLICABLE) � LO Y MIN. (2) 2"x4" STRUCTURAL NEW 2-HR FIRE RATED El POST FOR 4" WALLS 0 WOOD FRAME (L.0. 5TL. (MIN. (2) 2"x6" STRUCTURAL 0 Lo m WHEN APPLICABLE) POST FOR 6" WALLS), U.O.N. FOUNDATION PLAN NOTES POURED CONCRETE AND STEEL REINFORCEMENT NOTES: H � Z � I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST.ADJACENT OTYPICAL P. GONG. FOOTING 8 WALL CONSTRUCTION: FOUNDATIONS BY AN ANGLE OF 45• PROJECTED OUTWARD AND Q 1 • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD DOWNWARD FROM THE BOTTOM OF EXI5TIN6 ADJACENT FOOTINGSJoo 4 SILL SEAL J • ANCHOR BOLTS A5 PER PAGE 6-003 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION • Z 0 P. GONG. FOUND. WALL A5 E'ER DETAIL UPON SHALL BE DEWATERED. THE POUR SITE SHALL REMAIN DRY FOR • P. GONG. FOOTING AS PER DETAIL ENTIRETY OF POUR CONTACT ARCHITECT WHEN WATER • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR ENCOUNTERED Z • B.O. FOOTING 3'-0" BELOW GRADE MIN. 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS • 1/2" EXPANSION JOINT® PERIMETER OF SLAB (WHEN APPLICABLE) D_ Z • AIR ENTRAIN P. GONG. FOR PORCHES/PATIOS/ 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT � � �j � STOOPS(WHEN APPLICABLE!) 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 GODS NT-i I` LA • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED FOR HEIGHT OF WALL 4 5LA5 (WHEN APPLICABLE) CARBON STEEL A57'MA615 GRADE 60. WWW FOR SLABS DO NOT a r'I J 0 NEED TO BE EPDXY COATED I6"x5" DEEP P. GONG. CONTINU%5 FOOTING 6. U.O.N.,REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS I'-O" O ASHALL BE STAGGERED 10'x' NEW 10 S PER NOTED DETAIL (TYP) TW210I _ _ _ _ _ 7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN F_ — — — — FOUND b POSTS FOR WD. 1�EGK: PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, O WD. P.T.P05T 4 P. GONG. PIER UPON FOOTING AS E'ER COVERAGES,AND PLUMBNE55 O NEW �P.T.- - - - - - - — EXIST. - - 3 ' 2"x8' HDR ELEGTRIGAL C� DECK DETAIL (TYP) b. CEMENT SHALL CONFORM TO ASTM G-33 FOR STANDARD WEIGHT PANEL IW- NCRE FOR WOOD STAIRS ® GRADE: O4 4" THK. P. GONG. PAD 8" WIDE x REO'D LENGTH UPON b" &RAVEL UNDER 2"x12" P.T. STAIR 5TRIN&ER5 ® I a- MAX. 1611 O.G.,U.O.N. (MIN. 3 5T1ZIN6ER5) O A-301 AI301 Q x r I I I 71011GL,. O NEW 4" THK. P. GONG. SLAB w/6"xb"-l0/IO W.W.M. O5 REINFORCEMENT A5 PER DETAILcV I NEW 2"XS" I 14 X E ~ EXIROOMGH WH \ — c�V F.T. D.J. ® I6" O.G. FINISHED K I I Ir STORAGUl w I I z iv -FINISHED/UNHEA LU x-i T_ FLOOR 3 BOILER O I -- +BEAM POCKET (TYP.) = F NISHED A-401 I w 3 I TYPICAL LEDGER BOARD 0 EXT. DECK: GRADE �_ 6 J� O1. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS O A-4oi M 2. SECURED w/(2) 5/8" (PBEARING WALL ABOVE x 5" LONG H.D. GAL. LAO BOLTS I �-: - - _ ® Ib O.G. I R = 3. INSTALL H.D. &ALV. JOIST►fANGERS BY 'SIMPSON' (OR � EXIST. MECH. EXIST. (3) 2"X10" HDR �— m I ROOM EQUAL) x 4. PROVIDE FLA5HIN6 TUCKED UNDERNEATH SIDING d `ri (VIL BENT OVER TOP EDGE OF LEDGER BD. _ SUMP 5. SEE NOTED DETAIL O � 4 K PUMP - z I O xo OL05ED P. GONG. STAIR: BASEMENT _ O1. TYP. 42" RAIL AS NOTED FLOOR I EXIST. 2.RAILING SHALL BE WROUGHT IRON OR&ALV. 5TL. 1• I I I I 3 I BATHROOM FASTENING SHALL BE AS PER RAIL MANU. PROVIDE 7 EXTERIOR 6RADE PAINT FS REO'D OR POWDER A-4ol I W COATING 3.SEE FOUND. PLAN 4 DETAIL �EARING WALL ABOVE BEARING WALL ABO TYP. CONNECTION BETWEEN EXIST. 4 NEW FOUNDATION WALL EGRESS WINDOW WELL: PROVIDE #4 REBAR,EPDXY PIN INTO EXIST. FOUNDATION WALL MIN I O m O PROVIDE NEW E&RES5 WINDOW WELL 3 COVER BY 6" EMBEDMENT;PINS 1' O.G.VERTICALLY UP WALL. #4 REBAR TO "ROCKWELL;66 SERIES" b6"W.X'12"H. OR EQUIVALENT. I EORESS V4ELL DETAIL EXTEND OUT b" FROM EXIST. FOUNDATION WALL. I ry r NEW 2"XS" INSTALL AS PER MAN. SPECS. P.T. D.J. ® I6" O.G. I EXIST. (3) 2"X10" HDR IA-102.0SCALE: I/4" = I'-O" WINDOW NOTE: $� I l0 I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSENCASEMENT,DOUBLEHUNC7,OR 6LIDINO I �j INSTALL AS PER MANU. 5Pt= .S. FOP, NOTED), SUBSTITUTIONS,SEE NOTE #11 IN "6LA55 WINDOW5 I to I H6HT• AND DOORS" ON PAGE 6-002 IF CASEMENT I I m WINDOWS - ALL GSMNT WNL'WS SHALL HAVE I I �p 2.F DOUSTRABLE BLE HUN& -0HT ARM ALL DBL. HUN& WNDWS TO BE I I Q I Q X STORAGE w TILT WASH — I m I - FINSHED/UNHEATE 3.ALL &LAZING WITHIN 18" OF FF TO BE TEMP. &L. - I I O ' x r 4.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND I I- ( I I N r I I z" I z WINOOW5 (TYP. FOR ALL) U.O.N. _ I I ui EGRESS NOTE: Oa IN COMPLIANCE WITH NEW YORK STATE BUILDING J � I I O CODE,SECTION 8310.2.1;THE FOLLOWING MEANS OF - — — — — — — , A z- — — — — — - � I I U E6RE55 SHALL BE FOLLOWED: i � .. . `. . ° . ; ° :° µ µ NEW (2) 2"x8" _ L — _ I EXIST. COL. J — — — — — — — — — — NET CLEAR OFENINO........... 5.7 S.F. I NEW P.T. HDR rr NET CLEAR HEIGHT............... 24 MINIMUM NET CLEAR WIDTH................. 20" MINIMUM I g u D b I I °•• I � 5'�12" w I I I 0 PROJECT: 64- I : I I I2 I Iel � OTANI RESIDENCE 2 I I I n 5 EXTENDED ( �- A-401 I " BASEMENT _UNF I N 15HED/UNHEAT E D- 7' 6 1395 HENRY'S LANE H&HT — I " LALIGN PECONIC, NY, 11958 GLEAN BACKFILL COMPACT IN b" LIFTS LjI DRAWING TITLE:- - PROPOSED FOUNDATION PLAN tV I I I I i�1 II I ( I I X i I I Itu ZN w w I PAGE: Z z — — 12'-8y2" NEW AWN. - - - - - - - - - - - � - - - 2�-7"x1 5"- � - - - - - - - -- - - - - — — — — — — — — — — - A-102m00 — - - - — - - - - - - - - - - — - - W - - - - T . 1 - - -D - - - - 2'-O" a'-2" z Ds, MIN' I - - - DATE: 07/26/22 6 OF 15 3 NEW(2) 2"X10" P.T. 61 ER A-401 _ {" }'4, Ill ���D�i S 17'-1�V:2" I-o• — a'-2" I,-0 t al���... % `i? A, 7r r �T� 037405 _ po a 4 OF N� FROPOSED FOUNDATICN PLAN 0 S.F. HA51TABLE SPAGE; I,4012 S.F. GROSS AREA SCALE: 1/4" = I'-o" ALL NEW WINDOW5 d DOORS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "0-003" FOR NAILING 8 5TRAPPING - OE FRAL 5*'%r 50L <EY : DETAILS. DOOR SCHEDULE - O — - - - a U WINDOW CHART DOOR MATERIAL NEW PARTIAL HEIGHT _ EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. 5TL. EGRESS _ - -- _ W Z O WHEN APPLICABLE) ROUGH OPENING WINDOW DIMENSION CLEAR TAG DESCRIPTION MANUFACTURER l7 � N NOTES I EXISTING TO REMAIN TAG TYPE MODEL # OPENING W O N -- -'---:{ NEW FOUNDATION WALL _ _ WIDTH REOV: 20" WIDTH HEIGHT < J W r NEW WOOD FRAME (L.G. f---� --- -- HEIGHT REQ'D:24" t� Q W WIDTH HEIGHT >: OPEN REQ'D: 5.7 S.F. STL. WHEN APPLICABLE) -- --�! -- _= -- —_ _ - - Z WIDTH HEIGHT NEW I-HR FIRE RATED SISTER NEW STUD FRAMING v A (5) DOUBLE-HUNG WDH30410 3-2 �� —5-O —) -- 3-I 1 5-O 6.17 - -- ---- -- -— -- - ~ J t — INTERIOR - SECOND FLOOR - TO EXIST. STUD FRAMING HOOD AFPRAM ((L )5TL. B (U DOUBLE-HUNG WDH24310 2-b 4-O 2'-5 4'-O 201 SINGLE - JELD WEN I-b b-8�1 • �ILJE Y5-I I 2 I I 202 SINGLE JELD-WEN 2-6 b-8 I • � O O MIN. (2) 2x4 STRUCTURAL G (2) AWNING AXW61 6'-O " 3'-0 " " :: NEW 2-HR FIRE RATED ® P05T FOR 4" WALLS I ] __ D (1) AWNING AXW41 4'-O 3'-D 4'-O" 2'-II 203 DOUBLE BI-FOLD D-WEN 4'-O" b'-8" •WOOD FRAME (L.G. STL. (MIN. (2) 2"xb" STRUCTURAL EJE11 ����( - - IRT m 0 WHEN APPLICABLE) POST FOR b" WALLS), U.O.N. I� J Z d' m DOOR CHART O FLOOR PLAN NOTES - - --------- -- E SLIDER FWG6068L 6'-O" f b'-8" 5'-II 6-1 Z STAIR b RAILING NOTE: TYPICAL BATHROOM NOTE: O I. ALL NEW STAIRS SHALL HAVE MAX.7-3/4" RI O I. WALL BOARD 4 MIN. 10" Tr - RISERS 5HALL 13E CLOSED I.I. INSTALL MOISTURE RESISTANT 6YP5UM BOARD IN J 00 2. 42" HIGH GUARDRAIL 4 SPINDLE 5PAGIN6 ALL BATHROOMS NOT TO ALLOW PASSAGE OF A 4" (P SPHERE; 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND 36" HIGH HANDRAIL 4 SPINDLE: 5PAGIN6 NOT TUB SURROUNDS Z T-iO Tq O TO ALLOW PASSAGE OF A 4" (P SPHERE 2. SHOWER FLOORS J T-i O 3. 6RIPPABLE RAIL AS PER CODE 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON 2.2. CONCRETE MUD-5ET(SLOPE 1/8" PER FOOT WOOD FRAM STAIR: TOWARDS DRAIN) UPON Z IA I. SEE NOTE ABOVE FOR STAIR d RAILING INFO. 2.3. WATER PROOF MEMBRANE TO COVER SHOWER W W c� 2.RAILINC75 SHALL BE WOOD OR PVC. FLOOR,WRAP DRAIN d ATLEA5T IS" UP WALLS EXIST. OIL TANK NEW EXHAUST FAN SHALL BE INSTALLED WHERE I` _ LA Ob VENTILATION 15 NOT MET BY MEANS OF NATURAL 0 _jO DOOR NOTE: CIRCULATION THROUGH WINDOWS OR DOORS TO O I. INSTALL NEW INTERIOR DOORS AHEN GALLED OUT ON OUTDOOR SPACES A5 PER NYS MECH. CODE SECTION 23:_On PLANS BY 'JELD-WEN' (OR EQUAL.). 403.3.2.3; INSTALL AS PER MANU. SPECS 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'THERMATRU' (OR EQUAL). NEW ATTIC, ACCESS - PULL DOWN STAIR: 3.DOOR TYPE TO SELECT O I. MIN. 350 # CAPACITY II'-O" 4.PLACE DOORS 4" MIN. FROM Pix J ERPENDICULAR WALLS 2,SIZE TO FIT MECH. EQUIP. THROU6Ff OPENING (MIN. W 5. INSTALL AS PER MANU SPEG.'s n b.PROVIDE (2) :2"x5" HDR.,U.O.N. 22"x30) NEW DN 7. SEE PAGE 6-003 FOR ALL OTHER FRAMING 3.D . FIRE RATED (I) RI H ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 4•DBL. FRAMING W MA NEW OPENING t`}" I W 5. INSTALL AS PER MANU. SPEG.'s H SMOKE DETECTOR / GO DETECTOR NOTES: 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS I—I I—I = J O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT A-301 ..J SMOKE/CARBON MONOXIDE G0MBINATION DETECTOR NEW FLOOR: = w) dJ V HARD WIRED TO EACH OTHER Hi/BATTERY BACKUP. O 1. NEW J" PLYWOOD 5UBFLOOR BENEATH (GLUE d 50RE4; I X6 Q 2.INSTALL ALL A5 PER MANU. SPE:C.'s SCREW PERIMETER OF SHEATHING 4" O.G. b 12" O.G. ® h EXIST. DEN 3.5MOKE DETECTOR AND CARBON MONOXIDE DETECTOR INTERIOR. IN COMPLIANCE WITH LOCAL CODE 2.NEW FINISHED FLOOR PER H.O.SELECTION D Q Lu V \ O NEW 4"x3" ALUM. DOWNSPOUT (TYP) O WINDOW NOTE: 4 I. ALL NEW WINDOWS d DOORS SHALL BE � _ 3:�:: _ � I m e CASEMENT,DOUBLEHUN6,OR 6L.IDIN6 (A5 NOTED); 10 CUTTER HIGH POINT (TYP) INSTALL AS PER MANU. 5PE0.l5. FOR SUB5TITUTION5, SEE NOTE W1 IN "GLA55 WINDOWS 2"XS" GIRDER BEARING WALL -0 AND DOORS" ON PAGE 6-002 IF CASEMENT NEW --- If WINDOWS - ALL C5MNT WNDW5 SHALL HAVE 2-TON CONDENSER W/ HYDRONIG AIR HANDLER DECK - STRAIGHT ARM HINGE WHEN MANUFACTURER - RHEEB OR EQUAL. 0 O_ \ 2.IF DOUBLE HUN6 - ALL DBL. HUNG WNDWS TO BE II CONNECT HOT WATER FROM BOILER TO AIR TILT WASH HANDLER 3.ALL 6LAZIN6 WITHIN IS" OF FF TO BE TEMP. 6L. ® ® I O 4.5EE PAGE 6-003 FOR FRAMING ELEMENTS AROUND _ �cr -cr m ~ &�__ WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A O NEW (4) I t .5" EXIST.MINIMUM (2) 2"X8" HEADER U.O.N. p p THROOM UP (3) Tr t 10'E&RE55 NOTE: rO .1N COMPLIANCE WITH NEW YORK STATE BUILDINGCODE, SECTION 8310.2.1;THE FOLL.OWIN6 MEANS OFEORE 5 SHALL BE FOLLOWED: �pNEW 16® I6"NET CLEAR OPENING........... 5.7 S.F. I IA uNET CLEAR HEIGHT............... 24" MINIMUM in wBEARING WALL NET CLEAR WIDTH................. 20" MINIMUM X p u u IS-71 Z O O NEN . 0 Q NEW DN KITCHEN x O m s� (I) ® iv PROPOSED t 4" BILCO DOOR MODEL #5Z B6 w I I e I at ,j z 4'-�/2:: ISLAND w N EOACY V HEADER PROVIDE BY ICON LEGACY J^ (PLEASE SEE PLANS ATTACHED TO APPLICATION - O#10374);2ND FLOOR WALL 9 FRAMED ABOVE STRUCTURAL HEADER CO I, PROJECT: OTAN I RESIDENCE MODULAR DESIGN PROVIDE BY 'Q ICON LEGACY (PLEASE SEE cv PLANS ATTACHED TO APPLICATION - 0#10374) 1395 HENRY'S LANE r PECONIC, NY, 11958 m N DRAWING TITLE: PROPOSED FIRST FLOOR PLAN PAGE: A-103m00 / /' / / / / / / z aLuu _L" 0 N NEW 2"x6" = Q DATE: 07/26/22 7 OF 15 xx Q G.T. ® 16" O.G. cV x X NEW COVERED m q PORCH f- A-401 NQS Tx z HBb6 8" 9,�D A& RECESSED SQ. 'C� C�� H54,51 Bd 6 8" 00 PERMAGA5T t� ,��( M p RECESSED SQ. STRUC. COLUMN PERMAGAST p c r. .-i 5TRUG. COLUMN I IA Y2 qJ 0 3 74 �Q FROFOJEFIRST�'ST FLOOR PLAN fiof � 1,515 S.F. HA51 TABLE S ACE; 1,85cf S.F. CROSS AREA SCALE: 1/4" = 1'-0" /( I ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "0-003" FOR NAILING d 5TRAPPING - --- -- - - 5ENERAL SNr�- 50L <ENr : DETAILS. - DOOR SCHEDULE 0) WINDOW CHART --- - -- -- -- Q U O _ NEW PARTIAL HEIGHT DOORL MATERIAL- _ EXISTING TO BE DEMOLISHED i WOOD FRAME (L.G. STL. -_ - EGRESS -- - W Z O WHEN APPLICABLE) ^ CLEAR TAG DESCRIPTION MANUFACTURER -a N NOTES II ROUGH OPENING � WINDOW DIMENSION p J = ,r j EXISTING TO REMAIN TAG TYPE MODEL # OPENING WIDTH HEIGHT Q F Q t-I WIDTH REQb: 20" Q � J NEW WOOD FRAME (1..G. NEl"l FOUNDATION WALL C HEIGHT REQ'D:24" 3 WIDTH1 HEIGHT ! WIDTH HEIGHT OPEN REGt'D: 5.'1 S.F. Q L1J - - STL. WHEN APPLICABLE) - - - -- -- -- � � Z A (5) DOUBLE-HUNG WD750410 LV-2 5-O 5'-1 5-O 6.17 INTERIOR - SECOND FLOOR ~ NEW I-HR FIRE RATED r/ TO EXIST. STUD FRAMING G - -- - - I - ---- -- - -- -- -- -- - - O 2 2- WOOD FRAME (L.G. _>TL. B (I) DOUBLE-HUNG WDH24310 2'-b 4'-O 2'-5 4'-O 201 SINGLE JELD-WENJ I'-6" b'-8" • Y Lo WHEN APPLICABLE) MIN. (2) 2"x4" STRUCTURAL G (2) AWNING AXW61 v-03-1J� - 3'-O �; _5'-I I 2'-II E" 202 SINGLE .E LD-WEN L2'-6" 6'-8" ONEW 2-HR FIRE RATED POST FOR 4" WALLS -- IL --= - - �Le _JL- = J'I--_-� a o 0 D (I) AWNING AXW41 4 0 II 5--o-k, 4'-O" 2'-II �" 203 DOUBLE BI-FOLD JELD-WEN 4'-0" E-6'-8" • �i ���� Lo m WOOD FRAME (L.G. STL. (MIN. (2) 2"xb" STRUCTURAL 1` lllJJJ�I WHEN APPLICABLE) POST FOR 6" WALLS), U.D.N. - - - ----- ------- DOOR CHART FLOOR PLAN NOTES E SLIDER FW06068L Z jr STAIR b RAILING NOTE: TYPICAL BATHROOM NOTE: uj O I. ALL NEW STAIRS SHALL HAVE MAX.7-3/4" RI O I. WALL BOARD - Q00 d MIN. 10" Tr - R15ER5 SHALL BE OL05ED I.I. INSTALL MOISTURE RE515TANT GYPSUM BOARD IN J J 2. 42" HIGH GUARDRAIL 4 SPINDLE 5PAGIN6 ALL BATHROOMS NOT TO ALLOW PASSAGE OF A 4" 4) SPHERE; 12. INSTALL CONCRETE BOARD IN ALL ` WER5 AND Z (D 36" HIGH HANDRAIL d SPINDLE 5PAGIN6 NOT TUB, SURROUNDS TA TO ALLOW PASSAGE OF A 4" 0 SPHERE 2. SHOWER FLOORS J � O 3. GRIPPABLE RAIL AS PER GORE 2.1. NEW TILE FIN15H (H.O. TO SELECT) UPON Y 22. CONCRETE MUD-SET(SLOPE 1/8" PER FOOT WOOD FRAME STAIR: TOWARDS DRAIN) UPON ir Z WN IA I. SEE NOTE ABOVE FOR STAIR d RAILING INFO. 2.3. WATER PROOF MEMBRANE TO COVER SHOWER 2.RAILINC75 SHALL BE WOOD OR PVC. FLOOR,W RAP DRAIN b ATLEA5T la" UP ]HALLS t I.n w T-1 NEW EXHAUST FAN SHALL BE INSTALLED WHERE O6 O VENTILATION 15 NOT MET BY MEANS OF NATURAL DOOR NOTE: CIRCULATION THROUGH WINDOWS OR DOORS TO r-1 J O O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON OUTDOOR SPACES AS PER NYS MECH. CODE SECTION PLANS BY QELD-WEN' (OR EOUAL). 403.32.3; INSTALL AS PER MANU. 5PE05 2.INSTALL NEW EXTERIOR DOOR5 W-IEN GALLED OUT ON PLANS BY 'THERMATRU' (OR EOUA'L). NEW ATTIC ACCESS - PULL DOWN STAIR: LJ.1 3.DOOR TYPE TO SELECT O I. MIN. 550 *CAPACITY Er 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS 2.SIZE TO FIT MECH. EQUIP. THROUGH OPENING 2 (MIN. 5.INSTALL AS PER MANU SPEC.'S 22"x30") 5'-V2 -5'-lOy" �I' 6.PROVIDE (2) 2"x8" HDR.,U.O.N. 3..15 HR FIRE RATED I I 7. SEE PAGE G-003 FOR ALL OTHER FRAMING 4.DBL.FRAMING WHEN NEW OPENING ELEMENTS AROUND DOOR5 (TYP. FOR ALL) U.O.N. 5.INSTALL AS PER MANU. SPEC.'S SMOKE DETECTOR / CO DETEOTOR NOTES: 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT A 4 A 4 A 4 V J SMOKE/CARBON MONOXIDE COMBINATION DETECTOR NEW FLOOR: HARD WIRED TO EACH OTHER w/13ATTERY BACKUP. O 1. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE It SCREW); NATURAL LIGHT $ in t 2.INSTALL ALL AS PER MANU. SPEG.'s SCREW PERIMETER OF SHEATHING 4" O.G. d 12" O.G.® 3.SMOKE DETECTOR AND CARBON (MONOXIDE DETECTOR INTERIOR. I-1 VENTILATION 1_1 1. IN COMPLIANCE WITH LOCAL GODS= 2.NEW FINISHED FLOOR PER H.O. SELECTION A-301 • FLOOR A-301 - N AREA 223 S.F. BEDROOM 2 r �'•. ^e Oq NEW 4"x3" ALUM. DOWNSPOUT (TYP) -Q' % REQ. S.F. PROV. WINDOW NOTA: 223 S.F. 4 W WREor O I. ALL NEW d DOORS SHALL BE �Q,D 17.8 S.F. '18.0 S.F. b A CASEMENT,DOUBLEHUNG,OR GLIDING (AS NOTED); IO GUTTER HIGH POINT (TYP.) INSTALL A5 PER MANU. 5PEG.'S. FOR G VENT 2 203 �Q,D 8.9 S.F. 3q.0 S.F. SUBSTITUTIONS,5EE NOTE " IN "ELA55 WINDOWS 4 AND DOORS" ON PAGE 0-002 IF CASEMENT 2-TON CONDENSER W/ HYDRONIG AIR HANDLER WINDoW5 - ALL GSMNT WNDW5 SHALL HAVE MANUFACTURER - "RHEEB" OR EQUAL. - b STRAIGHT ARM HINGE WHEN 11 = C O 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE CONNECT HOT WATER FROM BOILER TO AIR TILT WASH �i 4'-10" :I' � 5M N HANDLER - O 3.ALL GLAZING WITHIN la" OF FF TO BE TEMP. GL. - - 4.SEE PAGE 0-003 FOR FRAMING ELEMENTS AROUND WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM (2) 2"x8" HEADER U.O.N. 202 L�r-iL EGRESS NOTE:IN COMPLIANCE WITH NEW YORK STATE BUILDING 201 NEWCODE,SECTION 8310.2.1;THE FOLLOWING MEANS OF HALLWAY 44 S.F. 11 2 6 B EGRE55 SHALL BE FOLLOWED: _� 2 ��NEW =' O NET CLEAR OPENING........... 5.7 S.F. NET CLEAR HEIGHT............... 24" MINIMUM m I ATTIC i I - i m NET CLEAR WIDTH................. 20" MINIMUM D I �IATGF m dJ SM/GOI� N BATH 00 4 `t' kj r1jr' / 72 / NATURAL LIGHT 4 _ - QVENTILATIONGL. iv FLOOR 252 S.F. AREA 5MM % REQ. S.F. PROV. LIGHT `ter A REG 0 20.2 S.F. 33.0 S.F. VENT 10.1 S.F. 25.5 S.F. REQb BEDROOM I , � 252 S.F. r W O - - - - - -T 21'-10" /4 4 Q I PROJECT: OTAN I RESIDENCE 1395 HENRY'S LANE PECONIC, NY, 11958 MODULAR ROOF DESIGN DRAWING TITLE: / PROVIDE BY ICON LEGACY - -- - (PLEASE SEE PLANS ATTACHED / TO APPLICATION - 0#103'14) PROPOSED SECOND FLOOR PLAN PAGE: A-J.04m00 8:12 5:12 DATE: 07/26/22 8 OF 15 I I - - - - - - - - - � I I L- - - - �5 y.� M. p >1 .- -�j, 0374. FRO OSE17) SEGONP FLOOR FLAN 0� r,� 655S.F. HABITA5LE SPACE; 6-74 S.F. DROSS AREA SCALE: 1/4" = 1'-0" IL ELEVATION NOTE' Q . U S F_ 0) O W Z TYPICAL ROOFING: LLJ CN I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR # MATERIAL SELECTION W BEFORE INSTALLATION Lu TYPICAL SIDING: O I. 5EE NOTE AT BUILDING SECTION FOR MINIMUM Z CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION _O Z BEFORE INSTALLATION J ® b VINYL LAP SIDING; COLOR SELECTED BY O O " 6O O O WNER B OLo m Wil m BOARD AND BATTEN SIDING; COLOR SELECTED BY 12 Z OWNER = Q NEW WINDOWS) Z O3 AS PER PLAN MODULAR DESIGN PROVIDE BY ICON Q J LEGACY(PLEASE SEE PLANS ` j 00 NEW BILGO ENTRANCE 4 ATTACHED TO APPLICATION - 0#10514) I ! O BILGO MODEL #5Z BG Z T-i J ei p O NEW WOOD FRAME STAIR QZTA NEW VINYL (OR EQ) WINDOKV OR CASING: U" WCfl OO PROVIDE AT ALL NEW b EXIST. WING'OW5/DOORS (TYP.) Lo m TA 1) 4" AROUND WINDOWS d DOORS 12 2) 4" CORNERBOARDS O 5) 5" FRIEZE BOARD 4) 12" SOFFIT I 5) 10" FA501A O NEW 8" RECE55ED SQUARE STRUCTURAL W PERMACAST COLUMN (— PLAN NOTE: HATCHED AREAS INDICATE AREAS OF NEW WORK F_ 7 � l 2J � � � � % U J 1 1 Q F= 0,1111 •M' F.F. - - - - - - - - 4 C 5 I� NORTH ELEVATION (FRONT) 50ALE: 1/4" = 1'-0" z w O I Lii ................. ........... ...... ------- .... U MODULAR DESIGN PROVIDE BY ICONa;- ;a .......... LEGACY(PLEASE SEE PLANS .--__._ --- -------- ----=— — PROJECT: ATTACHED TO APPLICATION - 0#103-14) — _ _ ._...___.........._.____.........1:2 RESIDENCE ...._.........__ . . -_. _ -- __._.._._ _o-- ---------._. x Fu _ 1395 HENRY'S LANE N X___...... _ -- ----- _.....--- _ _....._....... PECONIC, NY, 11958 _ --- - -- - -- 6 DRAWING TITLE: ...._._................................. _._................._.............._....._._.._.. -- -.....-------_------....__..._.._._........._.........-- _....._.... _........._.... .._....................................... ....._....................-.......---......... ._........................ — F.F. F.F. F.F. PROPOSED EXTERIOR ELEVATIONS _--------- .___________ 0 a _..__________.__________.. X __________ ___ ____-____.___._..._..__ _----------- _______________________ ------__.._............__________ __ ____ __ ________ _________________ _ - DATE: 06/07/22 9 OF 15 '5 �� O NEST ELEVATION (R I O HT SIDE) 5GALE: 1/4" = P-O" k '-� 037413' y� �� OF NES ELEVATION NOTE'S a Q U O ~ OTYPICAL ROOFING: W � I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION 5TANDARDS J T4 N 2.,H.O. TO VERIFY FINAL COLOR 4 MATERIAL SELECTION vi BEFORE INSTALLATION Q. W >: TYPICAL SIDING: Z O I. 5EE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION O J =� Z BEFORE INSTALLATION J P J Lo C) b" VINYL LAP SIDING; COLOR SELECTED BY a) 0 OWNER b 2B a Ln Ir O BOARD AND BATTEN SIDING; COLOR SELECTED BY I 12 2B OWNER I I 6 Z It m 0 NEW WINDOW(5) cr O AS PER PLAN MODULAR DEVON PROVIDE BY ICON Q W OMODEL LE6AGY (PLEASE SEE PLANS 4 E #SZ BG i ATTACHED TO APPLICATION - O#105-14) j NEW BILGO ENTRANCE 0 BILGO MOD L Q f _------------ ---- --..__._._._—_ .. _ _ __----- ------... —------._.�—_�. _ J -H r-I O NEW WOOD FRAME STAIR — -- ---- _ --------....._.. z O --- -- Q 4 z _ _.............. ... O ...............---.__. O O _ NEW VINYL (OR EG.) WINDOW/DOOR CASING: __---_ ..... W J N PROVIDE AT ALL NEW 8 EXI5T. WINDOWS/DOOR5 (TYP-) I) 4" AROUND WINDOWS d DOORS J�- __._..........--- Lo Ix T-1 2) 4" CORNERBOARDS tb_ f` = In 5) 5" FRIEZE BOARD z --._..._ 0 J Q 4) 12" SOFFITr.-- _. 5) 10" FA50IA ___...__._..... E-1 _....._........_._.........._.....------_.�.__..._.._.--_.._ _.___ _ _- ___ _ ...._-- — NEW 5" REOE55ED SQUARE STRUCTURALO F.F..--------- --- ---F.P.... ------ -- ---..._...__..._..._.... ...- -..._ _- PERMACA5T COLUMN — — — — — — W PLAN NOTE: HATCHED AREAS INDICATE AREAS OF --—- NEW WORK Lu ......................._....._._------------............_.....__ _ _ ..-._...._......_._____............... ._...-_ 2 J Q 0 ILL �❑ . _................ ..............____..............__.____.__—__.__.__._._----- - -----------------—_..... -- --_ _ —_ _.._.....---...__._......__._—.---.._................. Z71- I I I =,__ ' L Ll 4 5OUTH ELEVATION (REAR) 50ALE: 1/4" = I'-O" t r� z w O I U ................................ ............... .............. a 0 _ MODULAR DESIeN PROVIDE BY ICON — - LEGACY (PLEASE SEE PLANS PROJECT: TO APPLICATION - 0#105'74) -_-_........._---.................... . _........._.:-_-___--_ __ _ ____ OTANI ................................-............-- - ____ __ _ __ _ _ _ _ _ -. ........... RESIDENCE ......................... . _---.--_--_.._._.. -�, -_--.-- _ ......__........... I I 1395 HENRY'S LANE ----- _-- PECONIC, NY, 11958 _---------_._...._._._._ K u, ..._........... _.___.._.._._._._...._.. _....._ _ - DRAWING TITLE: 41 y — F.F. — - F.F. PROPOSED EXTERIOR ELEVATIONS _..._......................-_. ........................................................__._-........._ --.---....____._-....._.._......._.....---...--..__-- __.......... _ ..__.........._..._._....._.._ _..........._.._......_...._._.._......_._...--- -- ....... _.._..... —-- -- -- .__.._........_.....--- ........_.... _ __ ....._.__......_.. PAGE: .......... ........................... --------- .. A-202m00 -i .......................... '�- DATE: 06/07/22 10 OF 15 Nm 0 Jim 5 4 EAST ELEVATION (LEFT SIDE) 5GALE: 1/4" = I'-O" 3 7 4-"b For- N��N BUILDING SECTION NOTE5 Q U NEW ROOFING NOTE (TYPJ: Z O I. INSTALL NEW ASPHALT SHINGLES A W Z O 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO6-005 NEW RIDGE ._.I 24" FROM INSIDE FACE OF STUD ,WALL AND AT VALLEYS PROPOSED RIDGE HEIGHT _ � Q LLJ W � OVER ------------------------ 5.INSTALL 15 # BUILDING FELT N•O.N.) OVER ELEV. +26.6' 4.1/21, GDX PLYWOOD 5HEATHIN6 (BLOCK ALL SEAMS) _ 5.-GAP SHINGLE OVER RIDGE 4 HIPS (A5 REO'D) 6.PROVIDE RIDGE VENT(AS REOV) ' z '7. FLASH ALL VALLEYS 8.INSTALL DRIP EDOE A5 REO'D P��P�p� R Q qs p� q. INSTALL ALL AS PER MANU. 5PEC.'s 0 O O O TYPICAL ROOF 4 CEILING CON51RUCTION: 6-0os _ _ �N 0 2 Lo m NEW ROOFING A5 NOTED 2 • I/2" GDX PLYWD 5HEATHIN6 (BLOGKIN6 ® ALLZ PLYWD SEAMS) I G.J. AS PER PLAN • R.R., G.J., 4 G.T. AS NOTED ON PLANS (® SPANS OVER 8WI ' INSTALL "X" BRID61N6 9D CENTER OF L _ J EADER ABOVE ALL NDOWS 4 DOORS � SPAN, U.O.N) PER PLAN Z Lu • MIN. OF R-401 SPRAY FOAM INSULATION Q J TYPICAL EXTERIOR WALL CONSTRUCTION (TYPI J 00 O • UPON "TYVEK" HOUSE WRAP (OR EQUAL) O Z • UPON 1/2" GDX PLYWD. 5HEATHIN6 (BLOCKING ® ALL dj T-j PLYWD SEAMS) • 2"x6" STUDS o 16' O.G. w/ DBL. TOP PLATE SL=J • MIN. R-20 (CAVITY) INSULATION !^V R- :21 BATT INSULATION O • 5/8" GYPSUM BD. WALL FINISH 4 L�;�j L�J Z PROPOSED SECOND FLOOR R � N �� 5 W ONEW SIDING NOTE (TYPJELEV. +12.0: I— —I 4' I. INSTALL NEW LAP VINYL SIDING ----------- Lo w T-1 2."TYVEK" HOUSE WRAP (OR EQUAL) EXIST. G.J. I 5.INSTALL ALL AS PER MANU. SPEG.'s 0 4.PROVIDE ALL NECESSARY TRIM FOR L O J PROPER INSTALLATION GI 5. 51DIN6 SHALL EXTEND TO TOP OF 6-003 FOUNDATION WALL O5 TYPICAL FIRST FLOOR CONSTRUCTION: EXIST. FIRST W I. FINISH FLOORING TO SELECT FLOOR TO 2. 5/4" T46 COX PLYWD. 5UBFLOO51 GLUED 4 SCREWED REMAIN 5. F.J. A5 NOTED ON PLANS - AT SPANS OVER 5' IN5TALL 'X' BRACE ® MIDSPAN U W M U EXIST. FIRST FLOOR U J ELEV.+5.2' �---------- Q EXIST. F.J. BASEL I NE ELEV. +O.O' ------------- EXIST. BASEMENT y SECT 1 Oil I -I/A-5O 1 SCALE: 1/4" = 1'-0" z w O V w LiJ E- Q PROJECT: OTAN I RESIDENCE 1395 HENRY'S LANE PECONIC, NY, 11958 DRAWING TITLE: BUILDING SECTIONS PAGE: A-301m00 DATE: 06/07/22 11 OF 15 0 ARC, • O� q� �� 'fir O� tp 0374'3 O F OF NES ; PROVIDE 3" (MIN) GONG. GOVE'R U OF ALL REBAR WITHIN P. GONG. Q � Z O FOUND. WALL5 d P. GONG. FT65. PROVIDE STRAPPING d NAILING w O N AS PER CONNECTION 'D' IN .J r-I "TYPICAL NAIL IN6/STRAPPING F"" 1H PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, W BETWEEN CAVITIES SHEAR, 4 LATERAL RESISTANCE" Q Lu >; PER ENERGY TABLE ON PAGE 6-005 ® EA. STUD. 0 Z (WHEN APPLICABLE) � Z FLOOR SYSTEM AS NEW (2) 2"xb" P.T. SILL PLATES —� J NOTED ON PLAN UPON SILL SEAL UPON COPPER I— Lo TERMITE SHIELD NOTE: O O O I. IF FINISH MASONRY USED (SUCH AS O O NEW 5/8"4) HOOKED ANCHOR BLUESTONE) - MASON TO ADJUST a Lo w BOLTS ® 5,i" O.G. w/5" SQUARE H6HT OF LANDING AS REQ N TO 1* m WASHER 4 ENDNUT ACCOUNT FOR FINISH MASONRY Z 2. ALL HORZ.SURFACES SHALL BE PITCHED O ) • 1,45 AYVAY FROM BUILDING = 0 t- p\ 5. FOR SLABS ABUTTING FRAMIN6, INSTALL Z L COPPER FLASHING FROM 12"ABOVE AND Q w II PROVIDE 5" (MIN.) GONG. COVER ADJACENT TO SLAB, BED ALL FLASHING _I REMOVE 2 ROWS OF �j OF ALL REBAR WITHIN P. GONG. IN ASPHALTIC,MASTIC J 00 GMU BLOCK;6ROUT I FOUND. WALL5 $ P. GONG. FT6'5. PROVIDE 5TRAPPIN6 4 NAILING 4" P.GONG.SLAB EVERY CELL W/#4 a II AS PER CONNECTION 'D' IN 1" UPON COMPACTED Z O (D REBAR IN EVERY I "TYPICAL NAILING/STRAPPING (TYPJ FILL J r-I CENTER CELL;P. GONG. II PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, BETWEEN CAVITIES SHEAR, d LATERAL RESISTANCE" GRADE z ' FOUND. WALL (MIN. I Q Z 4,000 PSI) II O PER ENERGY TABLE ON PAGE 6-003 ® EA. STUD. REBAR BENT TO �i (WHEN APPLICABLE) SLAB AS 5HOWN �; ======== Z N NEW (2) 2"xb" P.T. SILL PLATES SIMPSON H2.5A RAFTER �, /\\/\\/\\/ Z W (o jl GRADE FLOOR SYSTEM AS UPON SILL SEAL UPON COPPER TIE (OR EQUAL) '.� // // // / Lo m r-I /\/\//\// p Q .. NOTED ON PLAN • ,:� \ \ \ \ II TERMITE SHIELD \` \ \ = V I` O Ls7 II - -- 5/4"x6" P.T. DECK � // �/. ,r.. s, / -b r-i ...I O #4 HOOKED VERT. I BOARDS (I) #4 REBAR ® EA. �..' . REBAR ® 48" O.G. i i STEP;3" GVR ® ENDS ��(, • ' \\\/\\X\\\ NEW 5/8"0 HOOKED ANCHOR i 1� Q BOLTS ® 59 O.G. W 3 SQUARE WASHER Q ENDNUT EXIST. GMU BLOCK YdALL \/\/ w O.........._ (2) I/2"O:HOT DIPPED 6ALV. '..a .: i,° , / / / / / / / / / II d3 #4 HOOKED VERT. r z \, BOLTS ® EA. POST w/OVERSIZED 5'_b.. lo" 8 = REBAR ® 48" O.G. I� P.T. D.J. A5 _ z WASHERS 8 END NUT FREBORED LANDING MIN. a'. : . ...�� \/\/ COMPACTED II G GRADE PER PLAN (V INTO BEAM, POST, DECK TIE 8 _'�— . 9i . 11 I I RIM BOARD A55EMBELY •. ,i.: /�/// ,�ILS ,j \�j\� j Hz— W #4 HOR. CONT. REBAR ® 11 #4 HOR. CONT. REBAR ® TOP +E "` I1 I r�� \\ \\ \\,EBA�\\,�\\ TOP, MIDDLE, B BOTTOM OF I Z ".................... �` m i A \ #4 REBAR ® 10"/\ \ \ \ \ z O BOTTOM OF WALL (2 TOTAL) 8 z _ P.T. BEAM AS NOTED „ „ i .,i // / / / / / / / IL WALL (3 TOTAL) 1 ('S II SOLID BLOCK ® 12" O.G. 4' P.GONG.SLAB w/ 2x4 \O.G. (MIN. 5) \/\/\/\/\/\/ / _ --� 11 _ II ........_.._.... 6"xb"-10/10 w.W.M. KEYWAY \/\\/\\ U J II p P. CONC. FOUND. WALL II UPON COMPACTED FILL �, .. .., / (2) SIMPSON DJTI4Z (1) 1/2"0 H.D. 6ALV. THRU r, i ...............! (MIN. 4,000 P51) 11 ......................... ....... ° . � /\ \\ \\/\\/\\ II f = DECK JOIST TIE ® BOLT w/OVERSIZED WASHER /j 11 P. GONG. CONT. FTG. EA. POST d END NUT PREBORED INTO `%/ `. ,� \\ /\\\\\\\\\\\\\ EXIST. FOOTING II - (MIN. 4,000 PSI) I i P05T 4 DECK JOI5T TIE i,�,\ - , .. . .. .. , / /// `,/// / ////// ALL P. GONG. 1 I (5) #5 HOR. GOVT. REBAR 1 I - "51 MPSON" ABA44 °._ _ ;-_ __,_- -_ _°_._ _: o ...................._.. ® COLUMN BASE ° 1' \�\\\\\;� \\\\\\\\\\\\\\\\\\ SHALL BE \ \ II I // e / / / / / / 4" P. CONC. SLAB I� ..............'.............. 4" P. GONG. SLAB II 4"x4" P.T. P05T #4 REBAR CONT. 0 10" O.G. (MIN. 5) J° \ \j \j\\j�\j�\j�\j�\j\\� 4,000 P51 (MIN) N &RADE (I) #4 REBAR CONT. P \ \ \ \ \//\//\ \ / / / / // \ \ \ \ \ \ \ II I I 91 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ .................. 12 50NOTUBE FILLED It . #5 BENT REBAR ® 12" O.G. // _J \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ....... SOLID w/P. GONG. °U \ \ \ \ \ \ \ \ \ \ \ \ \ \ • • • b MIL POLY • • dJ (MIN. 4,000 P51 Z 8" THK. P. GONG. WALL � � I MOISTURERETARDER ........................ ° — 11 \ \\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ i 4 6RAVEL BASE - //\//\//\// I , „ I O (1) 4 REBAR CONT. ................. -4"..... .... ( . ................ . -4 ................ \/\//\//\//\//\//\//\//\//\//\//\//\//\//\//\// PROV. GLEAN ........... a •: / / / / / / / COMPACT FILL _...... .._..... °• • • \//\\\\ \\/\\\\\ \\�\\X\\/ \ IB" WIDE x 12" DEEP ° �.. ° P. GONG. FTG. 'e— \\/\\/\ . : (2) #5 HOR. REBAR �5, .4 FOUNDATION NALL I7ETA I L � FOUNI7AT I ON MALL DETAIL fEXTERIOR 1 10017 DECK r7)ETA I L 4 EXTERIOR MASONR`I' STAIR DETAIL A-401.00 - SCALE: 5/4" = 1'-0" A-401.00 SCALE: 5/4" = 1'-0" A-401.00 50ALE: 5/4" = 1'-0" A-401.00 SCALE: 5/4" = P-0" EXIST. EXTERIOR HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE SFlEATHING SPECIFIED ON SIDE OF STAIR IN ACCORDANCE w/MANU. SFEC.'s; EXIST. SIDING MATERIAL PLANS AND NOT PROJECTING MORE THAN 41442" INTO N STAIRWAY;SEE HANDRAIL ORIF SIZES ADJACENT BUILDING PAPER 6 HOUSE WRAP Z PITCHED METAL Jo 151" HANGER BY TO FULLY OVERLAP FLASHING 'S1MP5ON' OR EQUAL EXIST. STUD WALL GAP FOR O \ 5EGOND F I N 15HED FLOOR DRAINAGE 5/4"xb" COMPOSITE V -- \ "Z" FLASHING SECTIOWDETAILO) FLAW ail - TYP. ROOFING (SEE SECTION NOTES) IY2' MIN. SPACE BETWEEN \ a WALL AND HANDRAIL � - FLASHING TYP. ROOF CONSTRUCTION DRIP EDGE F.T. DECK J015T (SEE SECTION NOTES) /a" PINE RISER COUNTER AS PER PLAN PLP`N \ JOISTS AS PER PLAN FASTENED w/(2) FLASHING 'SIMF5ON' H2.5A P5 p�R 5/8" 0 x 5" LONG HEAVY DUTY GAL. RAFTER TIE RR PROJECT: FINE TREAD 57ANDARD5 FOR GRI PPA5LE HAND RAIL LAO BOLTS ® Ib" O.G. INTO MUD SILL d METAL 6ALV. JOIST HANGER RIM BID.;WHEN ® FOUND. WALL FASTEN OTAN SCALE: NTS w/ (2) 5/8"� x 5" LONG APPROVED BY 'SIMP50N' (OR EQUAL) MASONRY ANCHORS ® Ib" O.G. EA. JOIST Q GROSS SECTION "Z" FLA5HIN6 RESIDENCE MIN. z HANDRAIL — EXIST. FOUNDATION WALL I ROUNDED NOSING Q CLEARANCE CIRCULAR NON-CIRCULAR w/Y4" RADIUS w FASCIA BOARD G.J. A5 PER PLAN MOT INCLUDED IN T TREAD DIMENSION) 'I/2" 4 _(04, 'I V 1395 HENRY'S LANE PERI- -�J4 L1=I7CR CONNECTION 171=TAIL BEAM A5 PER PLAN PECONIC NY 1 1958 MIN. V4"-2", METER MAX. / A-401.00 SCALE: I" = 1'-0" N Q (FOR 5 PLY BM) 6 V SIMP50N PG64 NEA "SIMP5oN" LU526 DRAWING TITLE: w 51MPSON B052-2/4 AL ANIZED JOIST 06 ID (FOR 2 PLY BM) HANGER I w 5/4"xb" P.T. DESIGN DETAILS DECK BOARDS P.T. DECK JOISTS As NOTED ON PLANS m (5) 2"x12" STRINGERS ® w/ R-21 HEIGHT PI.T. RISER ° ° INSULATION, IF UNDERSIDE 15 FAGIN6 �t ° 5TORA6E/NDN-HABITAL SPACE ° ° ° 5/4x6 P.T. -- �2"'-x --------- DECK BOARDS PAGE: BLOCKING ® EA. STRINGER TO MATCH SIZE 8�" RERGEESSED A-401m00 STORAGE UNDER Y2" GYP. . OF P.T. DECK JOISTS(WHEN ADPL1GALBE) COLUMNPERMAAST FASTEN STRINGER TO COLUMN I" FFASTENERS)MIN. 6 N �) DATE: 06/07/22 12 OF 15 2"x12" P.T. STRINGER5 ® Ib" 4" THK, x 8" WIDE x WIDTH O.G. (MIN. 5 STRINGERS OF STAIR P. GONG. PAD EA. STAIRWAY) FERMACA5T BASE TREATED 2"x12" SILL FOR CONTACT !" w/ GONG. (IF APPLICABLE) CONNECTION 2"x6" P.T. BLOCK IN BETWEEN F I RST FINISHED FLOOR EA. STRINGER. FASTENED TO ALLEGKIN6 SHALL BE FASTENED P. GONG. FAD w/ IQ/64 x mP.T. DEGKIN6E D A►RG 5-1/2" CONCRETE SCREWS BY r "DECKATED D(ORI & 50REW5 BY AL) `�(� pO GALIBURN (OR EQUAL) - MIN. (5) 5CREW5 PER BLOCK O" MIN. 6RADE GRADE P.T. D.J. AS PER PLAN *. '1 G/" I� •n� 1`S �r4.eJtv!t43%-•J 1 v 37V ;n � rF o f NINTERIOR V40017 5TAIR DETAIL EXTERIOR 007 STAIR DETAIL GO��R= 7 PORG - 7 =TAIL ES A-401.00 SCALE: 3/4" = I'-O" A-401.00 5GALE: 3/4" = I'-O" A-401.00 SCALE: 3/4" = I'-O" GENERAL SNrMBOL < Y : Q U - EXISTING TO BE DEMOLISHED � PARTIAL HEIGHT � N WOOD FRAME (L.G. 5TL. W V40 WHEN APPLICABLE) J EXISTING TO REMAIN NEW FOUNDATION WALL C 'HNEW WOOD FRAME (L.G. Q � >: 5TL. WHEN APPLICABLE) � � Z NEW I-HR FIRE RATED © MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS O Z WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL H Lo � P05T FOR 6" WALLS), U.O.N. IlY 0) O NEW 2-HR FIRE RATED WOOD FRAME (L.G. 5TL. Lo Er WHEN APPLICABLE) O Z it Q W J J 00 Z O (D r-I rl Y O Q Z 'H Cq u- WC4 Lo Im e-4 Lo � � O NEW(2) 2"x8" HDRNEW (2) "x8" HDR NEW (2) 2"x8" HDR DSL. POST I TO RIDGE Lu I � I W 1 _ v BEDROOM 2 () N O 223 S.F. N I = J x � J Iz z � A Q DBL. PO5T TO RIDGE Q ul rn \ t X n DBL. G.J. 0 � 41 I z DBL. G.J. BAT s P. I T O DSL. POST TO RI DOE GL. o Lu i N z BEDROOM I N X II N U 252 S.P. � Iz A I DBL. P05T TO RIDGE Z O U NEW 2"x8" NEW 2"x8" / R.R. ® I6 O.G. w R.R. ® I6 O.G. / Q � I x 1'(04 Ci PROJECT: w z' OTAN I / RESIDENCE --- MODULAR ROOF DESIGN / PROVIDE BY ICON LEGACY (PLEASE 5EE PLANS ATTACHED 1395 HENRY'S LANE TO APPLICATION — 0#103"14) PECONIC, NY, 11958 DRAWING TITLE: / PROPOSED STRUCTURAL PLAN / PAGE: — x NEW 2"x8" z NEW 2"x8" R.R. ® I6 O.G. R.R. ® 16 O.G. I S-10 10 0 . I DATE: 07/26/22 13 OF 15 F A' FROFOSED SEOOND FLOOR 575ZUOTURAL PLAN T , X3740 •�� 50ALE: 1/4" = I'-O" OF .s K •ice - ------- --- -- -------------------- OENERAL.` ERAL= 5"-rM50L <E)," : Q U NEW PARTIAL HEIGHT = EXISTING TO BE DEMOLISHED WOOD FRAME (L.O. 5TL. LLj (N f WHEN APPLICABLE) J Tq EXISTING TO REMAIN Tq F----I NEW WOOD FRAME (L.G. NEW FOUNDATION WALLW 2' C 5TL. WHEN APPLICABLE) Q Z NEW I-HR FIRE RATED ® MIN. (2) 2"x4" 5TRUGTURAL J Z WOOD FRAME (L.O. 5TL. P05T FOR 4" WALLS (MIN. (2) 2"x6" STRUCTURAL Y J R POST FOR 6" WALLS), U.O.N. � � 0)W HEN APPLICABLE) NEW 2-HR FIRE RATED O O WOOD FRAME (L.O. 5TL. (. Lo w WHEN APPLICABLE) Z O � O FLOOR PLAN NOTE5 uj Q W J STAIR S RAILING NOTE: TYPICAL BATHROOM NOTE: 00 O I. ALL NEW STAIRS SHALL HAVE MAX.'T-3/4" RI O I. WALL BOARD d MIN. 10 Tr - RISERS SHALL BE CLOSED I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN 2. 42 HIGH GUARDRAIL 4 SPINDLE SPACING ALL BATHROOMS Z 0) Vq NOT TO ALLOW PASSAGE OF A 4" (V SPHERE; 1.2. INSTALL CONCRETE BOARD IN ALL SHOWER5 AND J V-1 O 36" HIGH HANDRAIL € SPINDLE SPACING NOT TUB SURROUNDS Z TO ALLOW PA55AOE OF A 4" 0 SPHERE 2. 5HOWER FLOORS QZ TA 3. GRIPPABLE RAIL AS PER CODE 2.1. NEW TILE FINISH(H.O. TO SELECT) UPON it 22. CONCRETE MUD-5ET(SLOPE I/8 PER FOOT �� LL WOOD FRAME STAIR: TOWARDS DRAIN) UPON 1 IA I. SEE NOTE ABOVE FOR STAIR d RAILING INFO. 2.3. WATER PROOF MEMBRANE TO COVER SHOWER Lo m VA 2.RAILINC75 SHALL BE WOOD OR PVC. FLOOR,WRAP DRAIN b ATLEAST IS" UP WALLS O� 0� Lo NEW EXHAUST FAN SHALL BE INSTALLED WHEREF- r'iJO O6 VENTILATION 15 NOT MET BY MEANS OF NATURAL — — � DOOR NOTE: CIRCULATION THROUGH WINDOWS OR DOORS TO O I. INSTALL NEW INTERIOR DOORS WHEN CALLED OUT ON OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION PLANS BY 'JELD-WEN' (OR EGUAW. 403.32.3; INSTALL AS PER MANU.SPECS a DBL. POST I q 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON 12 TO RIDGE PLANS BY 'THERMATRU' (OR EOUAL). NEW ATTIC AGGE55 - PULL DOWN STAIR: 6:1� W � I Ix 3.DOOR TYPE TO SELECT O I. MIN. 350 # CAPACITY 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS 2.517r- TO FIT MECH. EQUIP. THROUGH OPENING (MIN. 5.INSTALL AS PER MANU 5PEC.'s I U 6.PROVIDE (2) 2"x8" HDR.,U.O.N. 22'x30") I ' "I. SEE PAGE 0-003 FOR ALL OTHER FFZAMING 3' FIRE I5 I W ELEMENTS AROUND DOORS(TfP. FOR.ALL) U.O.N. 4.DBL. FRAMING WHEN NEW OPENING A-301 I—I 5.INSTALL AS PER MANU. 5PEC.'s A-301 = J SMOKE DETECTOR / GO DETECTOR. NOTES: 6.CONSULT H.O. FOR PRECISE LOCATION OF AGGE55 O3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT J NEW FLOOR: I NEW 2"x8" � NEW 2"x8" � SMOKE /CARBON MONOXIDE COMBINATION DETECTOR 8 Q HARD WIRED TO EACH OTHER w/BATTERY BACKUP. O I. NEW J" PLYWOOD 5UBFLOOR BENEATH (GLUE 3 SCREW); I R.R. ® Ib O.G. R.R. ® I6 O.G. 2.INSTALL ALL AS PER MANU. SPEG.'s SCREW PERIMETER OF SHEATHING 4" O.G. b 12" O.G. 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR INTERIOR. IN COMPLIANCE WITH LOCAL CODE 2.NEN FINISHED FLOOR PER H.O. SELECTION I ' I WINDOW NOTE- O NEW 4"x3" ALUM. DOWNSPOUT (TYP) O I. ALL NEK WINDOWS $ DOORS SHALL BE CASEMENT,DOUBLEHUN6,OR GLIDING (AS NOTED); 10 GUTTER HIGH POINT (TYP) INSTALL AS PER MANU. SPEC.'S. FOR DBL.POST � I SUBSTITUTIONS,SEE NOTE #a IN "GLA55 WINDOW5 I TO RIDGE AND DOORS" ON PAGE 0-002 IF 0A5EMENT 2-TON CONDENSER YJ/ HYDRONIG AIR HANDLER I I \ WINDOWS - ALL CSMNT WNDWS SHALL.HAVE MANUFACTURER - "RHEEB" OR EQUAL. 5TRAI&HT ARM HINGE WHEN II CONNECT HOT WATER FROM BOILER TO AIR 6:12 6:1_ 2 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE TILT WASH HANDLER I 3.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. 0L. 4.SEE PAGE 6-003 FOR FRAMING ELEMENT5 AROUND I WINDOW5 (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM(2) 2"XS" HEADER U.O.N. DBL. EGRESS NOTE: POST IN COMPLIANCE WITH NEW YORK STATE BUILDING I TO RIDGE CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF EGRESS SHALL BE FOLLOWIID: NET CLEAR OPENIN&........... 5.1 S.F. NEW 2"x8" NEW 2"x8" NET CLEAR HEIGHT............... 24" MINIMUM ( R.R. ® 16 O.G. R.R.® Ib O.G. NET CLEAR WIDTH................. 20" MINIMUM I I I � I It N 6:12 �) 6:12 TYP) I I � — DBL. POST W — - - - - - – t — TO RIDGE I 2 rx NEW 2"x8" NEW 2"x8" R.R. ® I6 O.G. w R.R. ® 16 O.G. FW- 8:12 Q 8:12 O � PROJECT: O N � K OTAN RESIDENCE MODULAR ROOF DE516N PROVIDE BY ICON L.EGAGY I 1395 HENRY'S LANE (PLEASE SEE PLANS ATTACHED TO APPLICATION - 0#103'74) I PECONIC, NY, 11958 DRAWING TITLE: PROPOSED ROOF FRAMING PLAN I � w L! - - - - — - - - - - - 8:12:12 3� S:h PAGE: w S-102m00 z NEW 2"X5" NEW 2"X8" 10 I R.R. ® Ib O.G. ( R.R. ® I6 O.G. I a Typ) I ( DATE: 07/26/22 14 OF 15 � 0 APC _ p T pL V�Z�` v. C' FROFOSF-17 ROOF FRAM I NO FLAN .:. 3 7 4 F � SCALE: 1/4" = P-0-- OF to Q U F- LU � N J W r-I Q Lu >- O Z J I— J O O O O (L ' Lo m • �- r 'd' OD O ` 2 p Z Ix Q w J J 00 Z (o J O QZ 'H LL cr W (4 LA itr-I r- Lo Lu it U Lu F— U = J It Q . 4" FRESH AIR VENT IL J j L THROUGH ROOF IL IL Q1 Q , Q I 1 I I NEW I AIR HAND. I I I I I NEW FULL BATH I NEW FULL BATH I I 1 r I I I 1 ALL PLUMBIN6 WORK N O I 1 I I 1 SHALL CONFORM TO AAL PLUMBING 6 I I 0I LOCAL PLUMBING CODE O FUEL GAS WORK 0 1 2 1 2111 1 1 0 0 1 SH L L CONFORM AL PROVIDE ABE500 FF200 FR IL 'Q 1:2" .5 1 1 1 EXPANDING FOAM" (OR EQUAL) Q I p� I I� p FUEL AS CODE d s I I I AT ALL PENETRATIONS IN FIRE O I I I V X L� I W I RATED WALL5 AND 1 �1 3:1 Iv W G LEGEND 3 I FLOORS/GEILIN65. PRODUCT N I zI �v $I I= mSri �– HOT WATER N PIPING PENETRATIONS: I- I I CONFORMS TO A5TM E 514, 1 Hyl SHOWER "1 j_ ---- I. PROVIDE "RATION FP200 FR SHOWER 'N SUPPLY I I ASTM E 84,AND UL 14711 �) -- I– ---- EXPANDING FOAM" (OR EC'RUAL) G.O. 2 3 I –– – –– GOLD WATER AT ALL PENETRATIONS AT WALLS _ – – – – — W -- SUPPLY AND FLOORS/CEILINGS. j 2.PRODUCT CONFORMS TO A5TM E NEW FULL BATH EXIST. FULL BATH NOTE: I : 614, A5TM E 84, AND UL 147q _ A,I_L PLUM5IN6 WORK NEW FULL BATH EXIST, FULL BATH t I SHALL CONFORM TO _2 – I LOCAL PLUMB N6 CODE _ _ :2111 I j o I cO KITCHEN I I 2 1 GLEAN OUT O I I O r 2 2"I 1 1 1 3" AS REG2'D I I ILL 12 B 1 .B , 12 1 1 :�� I : , 8 I C� IL 1 1 1 I EXIST. F.A.I. TO I I CJ I I 3 I I Q. z I U I PROVIDE "ABESCO FF200 FR LL w I I REMAIN *I z zl �I 1 z EXPANDING FOAM (OR EQUAL) RANGE W.�. 1 W.�. �I I �X W.G. - �1 XI �U W.G. - II 31 v ISHOWER I- I I- 1 I 2 U I j= U I j= I _ 1 �= AT ALL PENETRATIONS IN FIRE p 5HOWER - I m - I �= SHOWER til m l l WASHER NI '� ZjI I �I I I WASHER ryj I� RATED WALLS AND m EXIST. OIL G.O. 2 ='�� 2 g 1 --- ------ FLOORS/GEILING5. PRODUCT TANK > G.O. – ------- -- -- CONFORMS TO ASTM E 514, ww ASTM E 84, AND UL 147q BATHROOM BASEMENTG O ON TO 4" BASEMENT 1 =I jv I EXIST7WATER I I I _ 1 4" HOUSE BATHROOM I j -c\v I 'N j I I w f11 1 MAIN DRAIN G.O. I –I �� SUPPLY SYSTEM r– I 1 2 1 i 1 ' I TO STREET z I 2 1 I I 4„ I I �--- I i rHATER MAIN + z PROJECT: I 1 2��1 I TO SEPTIC z I j I 1 I I —••� 1 I I 1 SYSTEM I ba I I I NOTE Q 1211 B 1 i I *I �U �� j j ALL PLUMBING d I I < - I 1= CJ b4 Q FUEL 6A5 WORK W�• i c\VI X SHALL CONFORM OTAN 15HOWER 14 –I b4 W.G. v TO LOCAL � PLUMBIN6 GORE d x RESIDENCE SHOWER m INEN z FUEL 6A5 NEkq BOILER S.P. 1395 HENRY'S LANE FLUME3I N RISER - r�)RA I N / NA57E / VEN7 FLUME31NO RISER - SUFFLY OAS RISER - SUFFL`" PECONIC, NY, 11958 SCALE: NTS 50ALE: NTS SCALE: NTS DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: P-1010moo DATE: 06/07/22 15 OF 15 �keD ARC .S. p N'A 03740 0� 0F N R ..1 i PROJECT / ZONING DATA LOT COVERAGE Q TAX MAP # 1000-74-I-10 DESCRIPTION (FOOTPRINT) AREA % LOT J COVERAGE ZONING DISTRICT X TOTAL LOT AREA 20,746.0 S.F. Q LOT AREA 0.5 ACRES - EXISTING BUILDING "144.5 S.F. 3.69b O WETLANDS D15TRICT N N/A _J EX15TINO SHEDS 1 ab.0 S.F. OA -j DEC DISTRICT N N/A ---- - EXISTING WOOD DECKS 31.0 S.F. � 0.190 SUFFOLK COUNTY HD APPROVAL R-21-1217 4 PROPOSED MODIFIED IST STORY 1,240.0 S.F. 6.0% a ADDITION > " PROPOSED COVERED PORCH 55.5 S.F. 0.2% Z HABITABLE SPACE PROPOSED O .! PROPOSED WOOD DECK 557.0 S.F. 1.7� � [ BASEMENT AREA O S.F. VACANT LOT TOTAL AREA OF ALL STRUCTURED 25"12.0 S.F. 12.5% Q FIRST FLOOR AREA 1,5x5 S.F. "MAXIMUM LOT COVERAGE ALLOWED - 20% W 100.15' - N 4'I°5�i'20" W PROPERN LINE - _ _ - SECOND FLOOR AREA 655 S.F. - - --� - 22.1' J J 00EL. - Z� TOTAL BEDROOM COUNT 4 EL. 1a.5' Y 'ri O Z }: 4 EXIST. 0 Q Z 'H METAL SHED ry -1 N (DRY BLDGa I LLo X r�-1 EY r- = LO <t O ry EXIST. WD. r-1 J O I FR. SHED i I (DRY BLDG.) DRA I NA(5E SYSTEM GALGULATI ONS n FEBRUARY,2021 cr w TEST HOLE DATA TEST &EOSUENGE P.O.B. 125a V 1 X Y `4 � (� ®I 0� �> — ��2 .O . SOUTHOLD.N.Y. Hari I EXIST. I �• t 631."165.36-7 w WETLAND DELINEATION I METAL SHED2 , S�, t, X 0.1-7= 1 54.6 = J 8 FL��C-�GING BY FT(DRY BLDG .b' / SHAWN M. BARRON M.S. Lj VERTICAL / /� p /� U -� I./ ON MARCH 15, 2021 I 154-6/42.2 = 5.2 Y ERTI C AL FT. OF Com ' DIA FOOL REOU I RED ID, OL DA LOAM u' a PROVIDE (1) 8 ' DIA. X 4' STORM DRAIN POOL 1T FENGIN� 5L I I Y $SLE=ND_p�z I � BRO�Y� ,. .... DRA I NAO E SYSTEM GALGULAT I ONS �S RO01= / � (PfizoPOS2) -c 240 Sc�. fit. STOCKPILE STORAGE boo . 2406 SOL. Ft. X 0.1�= 40':�.02 i z I 40'f-02/42.2 = cf.-7 I z'olp I �f�Tl GSL FT. O� 8 D I� POOL fz�QU I fi��2 lu PROVIDE (2) 8 DIA. X 51 STORM (1) 8 ' X 4' DRAIN POOLS — —.. - z MIN. % w5��TM IN wN O VACANT LOT W ��� \O.�' I Z % � I d J DR*rV4ELL/DRA I NAO E STRUCTURE NOTE: MINIMUM 10' SEPARATION 1S ' PROPOSED QWOOD DECK REGQU I RED 5ETNEEN NATER SERVI GE BURIED LINE/LATERALS/MAINS/SEPTI G/LrAC H I NO OAL 2&0"_500 ROPANE PROPOSED I a /SENER AND THE EDO E OF ALL , 2ND STORY EXIST. 5 IN r--- TANK ADDITION WOOD STORI"-(NATER DRA I NAC E LEAGH I NC ,__> ___ DECK DWELLING STRUGTURES PUBLIC WATER KATER IN BROM FINE SAND :1 Z z Z LEADER NOTE: W W I MODIFIED I STRY ADDITIONAL ~- G O NNE G T ALL LEADERS G O M I NO COMMENTS. WATERENCOUNTERED 85' PLANS PROVIDED BY ICON LEGACY BM-01,4 6RAM (SEE ATTACHED -0#10574) FROM O UTTERS TO NEAREST W (4 BEDROOMS) 5 11-O Dl"1 F.F. EL. = 21.2' 4 �i i a IN. BASEMENT EL. = 15.4' tu I PROP. WATER `, NEW PPLY LINE; TO \ PROPm d- MAINTAIN 10'MIN. C.O. COVERED . 4 PROJECT: SEPARATION FROM O PORCH 5E GE DISPOSAL (� I SYSTEM rn z _NEw z I PRESERVE � SITE LAYOUT NOTES: OTAN Q �, \O` S.T. lv ` TWO TREES RESIDENCE v PROPos>=D z o M\N. w 1 . THIS 15 AN ARCH I TELT,S SITE FLAN 15 Q TEMPORARY �\ �-F rn N L.P. ¢E.P.ROP. CONCRETE �� I z SUISJEGT TO \/ER I F I GAT I ON SY A LICENSED X I i `I,, Lu HA L.P.NEH NEw t�' OL SURVE"rO . THE INFORMATION 1395 HENRY'S LANE fy �-` ° NEN NEN - ''` REFRESENTED ON THIS SITE PLAN 15 TO THE \O L.P. PECONIC, NY, 11958 mI 1 DW / M\N' M\N / oP L.P. PROP j O Ai�GH I TEGT'S E3EST OF <NOV4LEC) E. E.P. Q z DRAWING TITLE: o \ - I E.P. ' NEW - I - - t I \TEST P z 2. SURVEY INFORMATION VIAS 05TA I NED PROJECT DATA ; LOT COVERAGE 1,405.24' EL. 14.0' EL. 18. 1' 141.58' FROM A SURVE)" DATED MAi�GH 25, 2021 SITE PLAN TRENCH DRAIN E - 6 l - - AND FREPARED E3Nr: STORMWATER CALCULATIONS 5 45°06'50" E PROPERTY LINE 100.00' EXIST. WATER METER HAROLD F. TRANGHON JR., P.G. PAGE: LAND SURVEYOR HENfi� Y ' S LANE P.O. �OXIIC sw— 00 8&& V4ADINO RIVES-MANOR RD. NAD I NO RIVER, NY, 111C12 DATE: 07/19/22 1 OF 2 CD ARC � S I TE PLAN .` _ S f.� SCALE: 1'-0" = 15'-0" .' ((.- ;�� p'i �• 7 ry R ✓O' MIN. ,•,� W ! BUT SUFFICIENT TO KEEP -a '� W SEDIMENT ON SITE �u1- Q HAYBALES AND OR SILT FENCING cl o LU � . r� 3 Z lu + O vy z o( ' ,� Q 6 OL LL N }X LU ` J ' O �ry Z vi + ^' LLL. J N In W (D O O ISS GONSTRUCTION ENTREANCE-FOUNDATION OF GOMPAGTED Q 3/4 STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.G.A. FILL TO 18" (MIN.) ABOVE EXISTING GRADE FOR DRAINAGE TEMPORARY OONSTRUOTION ENTRANCE p 50ALE: 1/4" = 1'-O" �p/ 0 ®® 8" THICK REINF RGE CONCRETE 24" DIAMETER CA5T IRON TE FRAME &RAI55 5HOULDER AREA TYP. r' " lu 00 000000011 law Vit cV i I 8' DIAMETER PRECAST SROUNDCONCRETE LEACHING RING. W ATER - SEE CALCULATIONS ON FACE 5W-100 FOR POOL HEIGHTS 95'-0" MIN. DIAMETER MIN. GLEAN SAND b GRAVEL FILL TYPICAL 5EOTION a LEAOHINO POOL 50ALE: 1/4" = I'-O" H Z " VERTICAL FACE W BEDD I NO DETAIL 500' SITE BOUNDARY - W 50ALE: 1/4" = 1'-0" 50ALE: NTS Li.i F- Q 0 PROJECT: IS' MAX. G. TO G. U ft OTAN I RESIDENCE I? - s� 4 EMBED FILTERGLO i " MINu MIN. b" INTO GROUND 4 -, --- NOTE: Y 0� � Y � 0"' 1395 HENRY'S LANE 1/AXImuM ACRE /DIOOIrLINEARRFEAET �`' x� �' F'ECONIC, NY, 11958 DRAWING TITLE: STORMWATER MANAGEMENT SILT FENCE DETAILS CONTROL DETAILS 50ALE: 1/4" = 1'-0" PAGE: SW-200 A .,.. PREVIOUSLY LAID BAL [DA=TE. 17/19/22 2 OF 2 FLOW AGED ON CONTOUR •'" �/JC�/� PIGKET5 OR 2"x2" 5TAKE5 1.5' TO 2' IN GROUND. Q � j O DRIVE STAKES FLUSH WITH TOP OF HAYBALES. ANOHOR I NO DET, I L/STRAN BALE DIKE DETA I L .� r� 4 � 50ALE: 1/4" = I'-O" �� THIRD PARTY INSPECTION AGENCY S1AiE�TPIA APPROVAL STAMP r"' `►�E_! USE GROUP: SINGLE FAMILY ADDITION PFS CORPORATION -,�- PFS Corporation ��r y 4- o SHFET// DESCRIPTION OCCUPANCY CLASS: SINGLE FAMILY DWELLING 417 CENTRAL ROAD, SUITE 2 �, Q 00 � O Approval Limited to Factory-Built Portion Only ;::.-. ;,y��',`'� O r 00 OC) N -- BLOOMSBURG PA 17815 State: New York p M CV COVER SHEET CONSTRUCTION TYPE: VB (WOOD FRAME UNPROTECTED) I t (570) 784-8396 Signature: �T�;� �'r1 � �., U 4* 7 C1 SITE PLAN STRUCTURE SQ. FL: - 1,293 (INCLUDE 280 SQ. FT. OF GARAGE) Title: Staff Plan Reviewer �_ 51 � � Date: 05/18/2022 05/17/22 '-' W GN GENERAL NOTES D CSO �l LOADSWARNING,R IS A VIOLATION OF ARTICLE 145 OF THE NYS y ' O V) O EDUCATION LAW FOR ANY PERSON TO ALTER ANY BARLOW ENGINEERING,PC Q tx Z EV1 FRONT/REAR ELEVATION1AME5J.BARLOW 4 DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL ^ ENGINEER UNLESS THE PERSON IS ACTING UNDER THE CLIMATE ZONE" 4 (5 5 7 2 HDD) DIRECTION OF A LICENSED PROFESSIONAL ENGINEER 1916 QUAIL RIDGE RD. EV2 LEFT/RIGHT ELEVATION F� NUMBER OF STORIES: 1 RALEIGH,NC 27609 ' 40 FP1 IST STORY FLOOR PLAN - 11, _027 I`. ROOF LIVE LOAD: 20 PSF �(` SW1 IST STORY SHEAR WALLS - ROOF DEAD LOAD: 10 PSF JUL 2 R BM1 1ST STORY BEAMS EI-1 1ST STORY ELECTRICAL PLAN CEILING DEAD LOAD: 10 PSF * 246 SAND HILL ROAD ;t!Il.�I�! } CEILING LIVE LOAD: 20 ► SELINSGROVE PA 17870 I CLC ELECT. LOAD CAI_C/CIRCUIT SCHCD. , � FLOOR LIVE LOAD: 40 PSF IN COMMON AREAS PHONE: (570) 374-3280 U Ir ELN ELECTRICAL NOTES 30 PSF IN BEDROOMS — _ FLU FLOOR DEAD LOAD: 10 PSF LEGACY FAX: (570) 374-1122 _ 0a END FOUNDATION PLAN esta zoos SE1 8/12 CROSS SECTION _ HORIZONTAL WIND LOAD: 135 VOLT per ASCE 7-16 cooM MODULAR HOMES VAW.ICONLEGACY.COM o SE2 8112 VAULTED CROSS SECTION z L c / EXPOSURE: D v SE3 8/12 GARAGE CROSS SECTION SITE ELEVATION: 26 FT ABOVE SEA LEVEL SE4- 8/12 SINGLE WIDE CROSS SECTION GROUND SNOW LOAD: 20 PSF Li- LL- SE5 SECTION FASTENING 7 rY rY 1 - o o SEISMIC CATEGORY: B �.bl � _ -�� OTA 1--10 m - RAFTER TRI 22 5 WIDE 8/12 WINDBORNC REGION: YES TR2 8/12 RAFTER CONNECTIONSP N RY' 0- LA`� °± �R E­� TR3 22 5 WIDE 8/12 VAULTED RAFTER APPUC�A o LE CODES 3(9,jx�D lj'� Ii TR4 8/12 VAULTED RAFTER CONNECTIONS1 �1 I�°, , � o Q ® 2020 NEW YORK STATE UNIFORM FIRE PREVENTION AND \ o w TR5 11'-2" WIDE 8/12 RAFTER & CONNECTIONS BUILDING CODE (which incorporates by reference): - i 9 `' W Q o -- 2020 RESIDENTIAL CODE OF NYS _ _ I� EF1 1ST STORY FLOOR FRAMING 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NYSrYLLI L J ` - FF- a 1 CF1 1ST STORY CEILING FRAMING 2017 NATIONAL EEEC 1RICAE CODE Ili CF2 PANELIZED VAULTED RAFTER FRAMING DWS DOOR AND WINDOW SCHEDULE MULATNON VALUES FS1 FASTENING SCHEDULE - c� N N No ROOF_ TO EXTERIOR: R 30+R-21 (BEHIND KNEEWALLS) w N N N 6 FS2 FASTENING SCHEDULE CONT. _ _ R-24 (BETWEEN KNEEWALES) -o1Elo 1i o1Ll,illloilloii 11.111L11.o=» ilU- 1,«11-1T1l�ioolloo� �W_il_11 Tl L1�1LI uU II u_»_u 11 �1I 1 0 tui u 0 u i oTITHuluo� uo�oil I o _ T IWollli ll�I ��l1LFLI R-38 (VAULTED RAFTER ARCA) 1 1110111IIItIl lu oollI.lElI11oL 111��0� 11 111 u ll 11 0 EXTERIOR WALLS TO EXTERIOR: R-21 HD 2x6 R-241 2x8 1 iJ1111 - il 1011 11 11 II Ill1luElolLo0.11_ o `� '� Ln PL1 PLUMBING SCHEMATIC - - 1 J11111 ll111J1J1�ll1TL11Jll 011 ( )/ ( ) uo a � uo�uu uuuoolou 11 T II 10� �uuulluo1�T11�El1 a-1Ell l�11�lloou PL2 PLUMBING NOTES FLOOR TO BASEMENT OR CRAWL SPACE: R-35 (FLOOR ON-SITE) JllLIu11 llT1 11 1l� ulluu�ul u�1 � TET 11. to .»_1 �!TI_. `111 111ll1�11a1�1 011 ll_uuiluluy " Ill zlllluoll ll..l�llll_I1 _1.II.1111,11_ll IL1L11ll.11.1L11_ILIollWoo�FII Li111.1.1-11111LIlllolWOW 11oW�lloll PL3 PLUMBING/MECHANICAL. VENT DETAILS _ SEE RESCHECK FOR ADDITIONAL INSULATION REQUIREMENTS ILL,l,' L E�1� �1u j�l�� ill ll 11101/001 11ll I�Lo11 o Til!1ll1.LL u1 11 WHOLE HOUSE VENTILATION PER M1505.4/N1103.6 ACHEIVED WITH 110 CFM 1,I�1 111o11LIl�LILll�111_LLII_f LII I1 1111Elo�I ALl [T0.11.111LI IA11 11111.111L IR--11R RES CHECK _»1L11�ooT BATH FAN SEE PAGE ELC FOR CALCULATION + EL1 (BATH#1) FOR LOC'N _ C 1-44 WIND CALCULATIONS - -- ___--_--- ___ _ °O "� 1 I 1 Ln �. RC1-RC46 RAFTER AND BEAM CALCULATIONS OBJ-WE WORK BY OTHERS -- i % SEALING/TESTINGMANDATORY AND 1 i -- 1 N � TJ1 TRUSS UTILIZATION FORM _ B OWER DOOR TESTIINNG ON- CD SIE AT THE COMPLETION ��❑� - Lj TOTAL PAGES 133 OF THEMODULARENVELOP SET-UP �ll -_-o=-= - -- ---- ----- --- -- - I 1 -- --------------------- - CONNECTION OF MODULE TO FOUNDATION FOUNDATION ------- -------------------- - ---- CONNECTION OF MODULE TO MODULE ACCESS TO GRADE - -- --------_ HVAC SYSTEM & HEAT LOSS WINDOW GUARDS _ _ - �� � H----------- - U o INSTALLATION OF SHINGLES RADON PUMP PDPCM RODE,POLI, RAI[rNnPROV DE D STAB C Z :fl N � INSTALLATION OF SIDING SPOT LIGHTS & EXTERIOR LIGHTS NOT FRONDED BY ICOR FRONT ELEVATION W -- INSTALLATION OF SOFFIT/FASCIA BATH FAN EXHAUST VENTS INDEPENDENT BUILDER'S SITE CONPRACTOR TO PROMDE ACCESS TO GRADE INDEPENDENT BUILDER'S SITE CONTRACTOR IS RESPONSIPoE WATER HEATER FLOORING — THROUGHOUT FOR DESIGN AND INSTALLATION OF FOUNDATION --- — o BASEMENT ACCESS PORCH ROOF OVERHANG F PLUMBING CONN. BETWEEN MODULES DECK, POSTS, AND RAILING U � W o PANELIZED ROOF VALLEY CONNECTIONS INSTALLATION ON GARAGE DOOR Q Q SKYLITE IN VAULT ROOF PANEL INSTALLATION ON 3/0 MAN DOOR PANELIZED VAULTED ROOF CONNECTIONS ATTIC ACCESS o U-) CONNECTIONS BETWEEN MODULAR/EXISTING STUCTURE (PLUMBING, ELECTRICAL, U DRY IN, AND FLOORING) 1 w U S/L EXTERIOR WINDOW HEADER S/L INTERIOR DOOR HEADER z I-IJ - 0 PLUMBING VENTS WIND BORNE DEBRIS PROTECTION z L V) C-)Eo CD , O� c o _ � w L- ---- -- CONNECTION OF SUB PANEL TO MAIN PANEL IN EXISTING HOUSE _ _ , �� o o w MAP N O, J�610 J C 0161 H z J a o co O ENERGY TESTING AND RATING DONE BY: F O O GO GREEN ENERGY LLC (RON LIOLIA) - PO BOX 800 REMSENBURG, NY 11960 ___ _ COVER PAGE PHONE : 877-394-6436 RAFTER CALCS PE SHEARWALL CALCS PE TRUSS SIGNAGE ON-SITE BY OTHERS ___ JAMES J BARLOW JAMES J. BARLOW SERIAL#/ORDER � SCALES 1/4" _ T-0' PAGE 1916 QUAIL RIDGE ROAD 1916 QUAIL RIDGE ROAD LABEL LOCATIONS: STATE LABEL & DATA PLATE @ BATH #1 _ RALEIGH NC 27609 RALEIGH, NC 27609 O#10374 HI ATING SYSTEM PROHIBIT THE CUTTING/NOTCHING/BORING OF FRAMING PFS LABEL LOCATIONS: "A" @ BEDROOM#2 CLO & "B" @ BATH //1 MEMBERS BY ERN-SITE INSTALLERS of M/E/P/FP SYSTEMS. NY LIC #078757 NY LIC #078757 HOOK UP PLUMBING TO MAIN THEY MUST HAVE APPROVAL OF MANUS AND/OR ENGINEER. (919) 845-1600 (919) 845-1600 1 293 SQ. FT. / 150 = 8.62 SQ. FT. OF VENT REQUIRED NO PLUMBING VENTS PENETRATIONS TH R U ROOF STATE/TPIA APPROVAL STAMP - AI '•..�.i,o 56 LN. FT. RIDGE VENT - 7.00 SQ. FT. OF VENT PROVIDED04/13/ 112 LN. FT. VENTED SOFFIT 7.00 SQ. FT. OF VENT PROVIDED COMPLETION ON —SITE BY OTHERS O W45S! API.71d'OIVED ,,�` ; Y y �'� r- 0 0 NOT PROVIDED BY ICON q, DATE 5/18/22 ` :rr . .f �0 ��,� N N U EGRESS WINDOWS Pis co �' p'l�`;„` }�. t1 t3 ,1 0 FtPOnATIOCm I<<- -Jr� 4 v Bloomsburg, PA �. �t�, �: ,, j , p-I 4 0 WARNING R IS A VIOLATION OF ARTICLE 745 OF THE NYS EDUCATION LAW FOR ANY PERSON TO ALTER ANY n/ `/ O DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL ENGINEER,UNLESS THE PERSON IS ACTING UNDER THE H DIRECTION OF A LICENSED PROFESSIONAL ENGINEER SKYLITE NOT PROVIDED BY ICON LEGACY. SUPPLIED AND INSTALLED �J O RIDGE VENT(S/L) ON-SITE BY OTHERS AND SUBJECT TO APPROVAL, REVIEW, AND INSPECTION BY LOCAL AHJ d I-� ►+-I w CERTIANTEED LANDMARK III UI1-1IIJ1I1I IIIWI � DESIGNER ARCHITECTURAL ASPHALT SHINGLES 11 ILLU I 11 1JI -JI IILLJI .� I�_1L-1LI-LI I-1 111 � 1J11 -1IL1 III_1IILLIl I�IOILI II JIL11IJI�L1I -J1� N � Q, �JTI_l_II J�LI J 111�1�1J LILTI� I I I I�I I I I I a Al Lit ULJl L� i l i l i l l LI_ I LIIJ II I �l I I �ll1 �L�l 1llL I I I� I I I i I I I �J �l ;11J 111JT�I__ll l 1 «1L1.11 lLJ L11 ISI i �ll1� W U LI�LLJ I I u III �I I II ILULIL L1 111LULLLIULLI�LUL1 IJ111 IL- LWL"UH 1�11LI1__ILLM-111� u l I III 1 I I I I I I I u i I Ill uu E1UTH I I��� ll �L LU D ��� V I 111-Li I I-UU H- BI I �1 11i� Ltu�U_U I U H I i I I_u1 1 i�l I�IU_�1� 1 I 1 III 1 111LIU11L11 u liu ll..l i i I l I_ I (I 111.11L1 U LLI_l1_t11LL LLL iLLLL L4 _[1- �ll_jtwL LLL1 L 11_ll1�L1LL1-1 llL1111-1W \ �I- L12JT1_I 1 U Q I�I�I III i 111J IJ IJ I__11J L�llLl1 J1 I� IJ IJ IJ �I_ I III t_t T�1L1��1_111L11_J1 dt-Al]AT--ll11 I I �I I 11111llllL111JU � 11-1 �llJ 11_J_U � � �81 L" 0Q 1�111u1 I I_ I ILLL1J�111�I I �� I (I I I I Ll"I 1L�J�1 � I _1�1L Il L11 �1 1U1_...IIJ11111_111T�11L l�-1L_u I I I I I ��_I Iy � j 0.4 J UU_ I I I I I I LULiI] I�1LIl_1i�_1 I I I I IIl�E-JLI_uul� I�-iUL uLwI�11L�u �1.1�w�u���I�; ——— , �,u` � _ a u I 1 11 1 11 �1U I -�L �-M�U LL H 1111 LLwul1l�LLu►�uIL LLL LL —LLLI 1 J 'wl o -- -- -- -" --- -- - r 4 - _ � CD 1""1 -- - - al -- v -- - a ~ CD G CD fI ( O N OE�j O __j �_ __ I O = w Q CCRTAINTEED MONOGRAM n ❑ w 0 0 DOUBLE 4 CI APBOARD J VINYL SIDING El 03 0 FFA LE3 0 o � Lj_1 O �III � � Q 1--- --- -------------� LL-i 0: L� ' BUILDING SHOWN 2'-2" ABOVE GRADE (HEIGHT TO BE AD,'USTED IF GREATER GARAGE DOORS NOT PROVIDED BY ICON LEGACY EXPOSURE IS DONE ON-SITE) SUPPLIED AND INSTALLED ON-SITE BY OTHERS AND PORCH OVERHANG, DECK, POSTS, RAILING & GUARDS, AND ACCESS TO GRADE NOT SUBJECT TO APPROVAL, REVIEW, AND INSPECTION BY LOCAL AHJ FRONT ELEVATION PROVIDED BY ICON. COMPONENTS SHALL BE DESIGNED BY A LICENSED PROFESSIONAL --" --- - - AND SHALL BE STRUCTURALLY INDEPENDENT OF THE MODULES. DESIGN SHALL BE _ INDEPENDENT BUILDER'S SITE CONTRACTOR TO PROVIDE ACCESS T) GRADE REVIEWED AND INSTALLATION SHALL BE INSPECTED BY LOCAL BUILDING CODE OFFICIAL. INDEPENDENT BUILDER'S SITE CONTRACTOR IS RESPONSIBLE _ FOR DESIGN AND INSTALLATION OF FOUNDATION N N N N N � Q CXR SKYLITE NOT PROVIDED BY ICON LEGACY SUPPLIED AND INSTALLED 0 ON-SITE BY OTHERS AND SUBJECT TO APPROVAL, REVIEW, AND INSPECTION BY LOCAL AHJ RIDGE VONT(S/L) II II II II III I II II II I III CERTIANTEED LANDMARK Ill' I I III I I IIII I IJ �1 L I I I L I I II-LI1E l II I�_ �1.11-1U E IT ILI_II 1�F LJ J`Ll M �_ DESIGNER ARCHITECTURAL 1� LLl I_ I- UL1 L1U_U Lfl OLJ� L�_ ILL_L_LI__1J�1_ll- LJ LJ l LI 1 LJ 1 T_1 L�1��1LI LLL�L11JOU�1 I LI I MLI ISO J L� fl___ O-Ll 1-1 ASPHALT SHINGLESLji I� I� I �llLJ�11�T 11 llT�111�U11L11�111 -__ !LLUI-1L1U-1-1 L1�-1ll11LIIIU III III Iu11 J IJ111 1111 1 1�JLI1�l� 11I III LI_ II III 11-WL11T1 00 �� LILILM U_Lll_ -1 l 11-11 LI IJ I I IJ IJ IJ IJ I I LI IJ I .1LlLl l III �I I_IIII I �I_ I I � X10 Lll 1lJ 1�U111U11a ll 11� 1 I I I 11J11L1 LEL"1ll1__ILIL11.11_1141 1 _1 11ALIT�I-JT�1_ll- 1L 11. 111E I L I I I I lLLLL 1J_1_I IJ L1ILUJ I o I 11L111LLL1L 1JJ 11 I I III LI_ I J1.1LU1U 1 Lt L1L11 LI IJ L) IJ I LI 11 J1�I1ULJ111 J1-1LI.1-IL 11 TI�1�L11T1_ Lfi 11 _I1-111TH LILLL11J L�LI ILLI ISI 1 LTJ L�IILLIJ1�L1111.11_LL 111��1JT1LI1�L11_�Ul-Ll__11_11J111 I I Iit LI_ II_�1t_1LL[LLI_LL�1_J1tU_ LI-L1111-ILIMT -I I IIII I I JUMI IO ULLHLJLI1-1U11uLJ11LU111J1-111L I I IIII 1111 1_-lLl U LJ LTU1Tl_1f-LH-UL LL 11.1.1 JIAH1 I-lit111T 1IIIIF IIII III �LI1JIII II 1II I J Q L1CERTAINTFED MONOGRAM DOUBLE CLAPBOARD W Lu E -LIJ 1 ( 1�'O --w _1 11 Lt-L 1 111 I�I � SIDING NG o O �O wQ cn cn aZ zNr� II 7- (-D (-, O LLA I o I ----- ----- - CD W I ACCESS TO EXISTING STRUCTURE o IE ------ - -- z I - U II � I I - - 1 -------- - - LLJ Cn O -- J ---- Y z h I U ;t — I jjW z O od wry 11 I I I I E__ cn Ln O L- z I— O ---- (O w M LL_ r r z / ' Qo� >-W � oOwr S" EXISTING FOUNDATION WALL 8" EXISTIIG FOUNDATON WALL) 7 L-_I f j C�_ O O __j O ACCESS TO BASEMENT NOT PROVIDED BY ICON. DOOR PROVIDED BY ICON LEGACY. INSTALLED ACCESS INSTALLATION AND COMPLETION IN ACCORDANCE ON-SITE BY OTHERS AND SUBJECT TO APPROVAL, REAR ELEVATION NEW WITH SECTION R408.4 OF THE 2020 RESIDENTIAL CODE OF REVIEW, AND INSPECTION BY LOCAL AHJ W YORK STATE AND SUBJECT TO INSPECTION BY LOCAL AHJ FRONT/REAR ELEVATION INDEPENDENT BUILDER'S SITE CONTRACTOR TO PROVIDE ACCESS TO GRADE INDEPENDENT BUILDER'S SITE CONTRACTOR IS RESPONSIBLE SCALE 1/4" = 1'-0" FOR DESIGN AND INSTALLATION OF FOUNDATION SERIAL #/ORDER # PAGE #: 2.17 FEET IS THE AVERAGE EXPOSED BASEMENT WALL 0#10374 STATF/TPIA APPROVAL STAMP NO PLUMBING VENTS PENETRATIONS THRU ROOF COMPLETION ON SITE BY OTHERS S� APPROVE-Dv� ,f Q o NOT PROVIDED BY ICON — rq EGRESS WINDOWS DATE 5/18/22 ;,. r! '�j ' �} � o M U PES CORPOPIATIOINI04 _!� d ';' U Bloomsburg, PA �� ' �Zr+s;:�- ;�. 0_4 Qr r- d Q' r \'1lj4%87j W MM WARNING IT IS A VIOLATION OF ARTICLE 745 OF THE EDUCATION LAW FOR ANY PERSON TO ALTER ANY O DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL j ENGINEER UNLESS PERSON IS ACTING UNDER THE F1-i H DIRECTION OF A LICENSED PROFESSIONAL ENGINEER CERTAINTEED MONOGRAM PANELIZED ROOF VALLEY BUILT BY ICON LEGACY z DOUBLE 4 CL4PPOARD INSTAII ED ON-SIT[ BY OTHERS AND SUBJECT 0 H I RIDGE VENT (s/L)� IST VINYL SIDING TO INSPECTION BY LOCAL BUILDING OFFICIAL -III I-II I I�� T � I j�I�j rl l I� LI iirll {Irll I CERTIANTEED LANDMARK N 1 C/] � u Iu u u�� DESIGNER ARCHILCTURAL NOT PROVIDED II I I I I V I I I I I I I I I V I I I I I I I i I I I I I I I I I I ASPHALT SHINGLES LI , E- u rLu tet_ BY ICON I I I I I I I I I I I I I I I I I I I I I I I I I I I TIJ SEI u u I ELIC lT�L1U Tom_ - P OVDED ICON III 11 II II II I7t, 1 II 1I II II II II II 1I II II 1 2 (n II111 II II II II II II II II II IIII II III � J I I I 1 1 __ -T'�c I I I I I I I-17-1-1-1 O I I II II 1 1 11 I IIII I� III - T1 ll LMIII II II II II II II II II II II II II - -- —LL1 I I I I I I I Q U I I Ill 1 I 11 1 I lilt 11 �I u11 � I * �/ O a — IJ LIE�ITT�1J �, _ wI j IG-1 11- 1 i I I I II I I I Il i u�-LL�UJ-L-LI-J-u-�UIIL fl] I I I I I I I — I-_I-l__I-1 LI�I-TEd I� EXISTING STRUCTURE NOT _ _ -- - O PROVIDED BY ICON ~- ---- - �- I I I I <--_----_--- --- M a ---- I I PORCH OVERHANG, DECK, POSTS, RAILING & GUARDS, AND ACCESS TO GRADE NOT -- I I PROVIDED BY ICON. COMPONENTS SHALL BE DESIGNED BY A LICENSED PROFESSIONAL ------ - _ AND SHALL BE STRUCTURALLY INDEPENDENT OF THE MODULES. DESIGN SHALL BE C=-_-_-_--_ T1 TT Tr'j, i REVIEWED AND INSTALLATION SHALT_ BE INSPECTED BY LOCAL BUILDING CODE OFFICIAL. F--- --- -- F -------- -- I i I III I--------- IIII II III O_ I L __1 (n Q Q O I W Q LACCESS TO BASEMENT NOT PROVIDED BY ICON. ACCESS INSTALLATION AND COMPLETION IN ACCORDANCE WITH SECTION R408.4 OF THE 2020 RI SIDENTIAL CODE OF NEW YORK STATE AND SUBJECT TO INSPECTION BY LOCA!_ AHJ LEFT ELEVATION INDEPENDENT BUILDERS SITE CONTRACTOR TO PROVIDE ACCLSS TO GRADE N INDEPENDENT BUILDER'S SITE CONTRACTOR IS RESPONSIBLE _ N FOR DESIGN AND INSTALLATION OF FOUNDATION N c"-1 cV O W N \ N cV N _ 6) 00 N Ln PANELIZED ROOF VALLEY BUILT BY ICON LEGACY I INSTALLED ON-SITE BY OTHERS AND SUBJECT I TO INSPECTION BY LOCAL BUILDING OFFICIAL CERTIANTEFD LANDMARK _ DESIGNER ARCHIICTURAL �C.([- �I— NOT PROVIDED ASPHALT SHINGLES I I I I I ii I I I I I I I I I it I I I I it I I I I I I I III VETLi BY ICON 11 11IjI III lu 1 i i u 1uIII Il ITlI ii IL �T I�LLIi1 11 ilI�IIIL _ wo�:>3'-9/" PROVIDED Y ICON � -- - -- - �-u-TAT !I.LI-, I� TI En v 12 11 I i I I I I 11 I I I I II Il I I I I I I I II I Ln I 1111 II 11 II 1111 III I1 1 11 till-1 F r7 71_-I n r IT LI LLLLd__1l_1_a -1 J1� _ I-LI LIEI I1I_ L- --a _ l_1_ E _1t_ 1 1 1L 1 I - EXISTING STRUCTURE NOTI 11 II 1 1 11 I Q I I 1I 11 1 1 11 11 1 1 11 11 1 1 11 PROVIDED BY ICON m ULll 'J U 1-11-1�1_I 1L Lam' ' (- Q = �_I i LLI 11UW o EIILI11All v L O U� C/-) - --------- Cn -- I I --------- > 2f - -- O -- _ _- _ _---- o r 1- --- PORCH OVERHANG, DECK, POSTS, RAILING & GUARDS, AND ACCESS TO GRADE NOT - -- ----_ m w Z oz -- -------- PROVIDED BY ICON. COMPONENTS SHALL BE DESIGNED BY A LICENSED PROFESSIONAL I -------- I - Q Q AND SHALL BE STRUCTURALLY INDEPENDENT OF THE MODULES. DESIGN SHALL BE I - _ -- - _ - ---- --------- 01 REVIEWED AND INSTALLATION SHALL BE INSPECTED BY LOCAL BUILDING CODE OFFICIAL. TI TT TT FF �j U �C II II II II - I � uTL -- ------ ---- __� _j� Z r - ------ I U _-I 7 W = jj O CD-"j- w� u I LI— cnLn O W —zl �O i1(/D wcl.-r z� CERTAINTEED MONOGRAM � ::c W o w a_ � ( CD(J-) - CD DOUBLE 4 CUPBOARD �_ Q C> c_ VINYL SIDING RIGHT ELEVATION LIFT/RIGHT ELEVATION INDEPENDENT BUILDER'S SITE CONTRACTOR TO PROVIDE ACCESS TO GRADE INDEPENDENT BUILDER'S SITE CONTRACTOR IS RESPONSIBLE SCALE 1/4" = 1'-0" FOR DESIGN AND INSTALLATION OF FOUNDATION SERIAi_ #/ORDER # PAGE #: 0#10374 E V;'el WINDOW GUARDS TO BE ON-SITE BY OTHERS ALL WINDOWS AND DOORS TO BE INSTALLED AND STATE TPIA APPROVAL STAMP * - EGRESS WINDOW � .�' ��� �' 05/13/22 IN ACCORDANCE WITH R312.2 OF THE FLASHED PER THE FENESTRATION MANUFACTURERS ,. �� SFS% ApP�'OVED � - 'i" o 2020 RESIDENTIAL CODE OF NEW YORK STATE WRITTEN INSTRUCTIONS PER R609.1 OF THE 2020 WINDOW TESTING AND LABELING IS SUPPLIED \ '� ��, - ' `�� � c Q oro o O 5/18/22 '� r c' 00 N U RESIDENTIAL CODE OF NEW YORK STATE BY STICKER ON EACH INSTALLED WINDOW DATE �, R r Q' �y DRYER TO BE VENTED TO EXTERIOR IN ACCORDANCE WITH �� ' N i i;;•, PFS CORPORATION � '� M1502 OF THE 2020 RESIDENTIAL CODE OF NEW YORK ST t = r+ DUCT RUN IN FACTORY AND TERMINATION COMPLETED ON-SITE BY OTHERSBloomsburg, f ' � � t- U PA � � � a M � Q, _ � �o-�T1_si�t�< JfJ, ^ p RI p p , RANGE HOOD TO BE VENTED TO EXTERIOR IN ACCORDANCE LOT LINE SEPARATION REOUI WITH M1503 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE �® flE® o , WARNING IT IS A VIOLATION OF ARTICLE 145 OF THE NYS ^'�'''' ^ DUCT RUN IN FACTORY AND TERMINATION COMPLETED ON-SITE BY OTHERS EDUCATION LAW FOR ANY PERSON TO ALTER ANY I--I /�/ `�� O DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL -1 ENGINEER,UNLESS THE PERSON IS ACTING UNDER THE WW r \ BATH FANS TO BE VENTED TO EXTERIOR IN ACCORDANCE DIRECTION OF A LICENSED PROFESSIONAL ENGMEER WITH M1505 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE x F0 6" DUCT RUN IN CEILING BY ICON LEGACY. 'Tt w COMPLETED NOT BY ICON LEGACY Y AND INSPECTED N W a BY LOCAL BUILDING OFFICIAL. ALL BATHROOM FIXTURE CLEARANCES I I I MEET SECTION R30733'-7Y" 23'-0" W I � ff EXISTING STRUCTURE UQ JV Barn DOOR NOT I * o a PROVIDED BY ICON I 56'-2 -1 1 rF� 01.1 32'-0 j4„ I 24'-1%" VAULTED CEILING ^ o 21'-02,• 8Y" I v 4'-2" 15'-11" 21'-3" 29'-53/" I " I II I I 3)2x6 �' � S/L *30410 30410* HDR ©100 1/2" AR351 3)2,16 4)2x8 6)2x8 SPF_#2 - 3068 SPFI37_ SPF#2 -- ----- -------- - ------ - 1 SPF�2 L- EL EL LL OUTSWING 2x88 STRU„TURAL DROPPED HEADER 11'-11Y" 11 -0�" 2'-0" 4'-11" -- ------ -- ---- - -- - - - ----------- _ M [1- 0 1'-7y2" -THRUST BEAM (2)-1 1/2" x 14" -- ro RE5836X/S "' cv Z 23'-0" Tn \ BEDROOM #1 o o HAND-HELD 13 ' 152.23 SQ.FT. OF ROOM 35'-11 �6' o - 12.18 LIGHT RFQ'D J a a N - 6.09 VENT RFQ'D o ! 10 N SHIPLOOSE o > N N n o 22.34 LIGHT PROV'D 1 FS-M06 I O z N 12.40 VENT PROV'D � m a 1 O W Q F_ SUFFICIENT LIGHT AND VENT PROV'D BATH #1 �\ i� i VAULTED Q ^1 >O (Cl 1/2" WALL GYPSUM n - I \ I Q MECHANICALLY FASTENED \/ w L J Q Z w n- 4)2x6 � 3)2x6 VDATA SPF#2 / \ I N N 6 rn W Q -- -- ATTIC SPF#2 F /n ------ - 6ACCESS i i I PULL DOWN STAIRS I 30" X 30" "„ ��,-, R 0.=26 1/2"x 54' - ATE, STATE y x yz al F I I OM'T CEILING I & PFS LABEL LOC'N = VAULTED RIDGE BEAM = o J N - _ `-------' L----1----------- J crn 3'-11' -_ OMIT CEII TNG C/) GYP 3'-11" OMIT CEILING M w ---------- - N m N O Q N v 13'-5 4„ 3 7x6 i n GYPSUM I < N d o r N o = _ F#2 I I �U N Q� w n n In N N N N CD - 3 2/6 -, ) - -- U W N � \ N M Q 18'-10 44" a 2x6 o \ I GARAGE SPF#2 `\ ,/ � J _ Q cn o \ 5/8" CLG GYPSUM — LIVING___ ROOM 00 N \ MECHANICALLY FASTENFD I I _ * — Ln w BEDROOM #2 493 92 SQ.FT. OF ROOM / \ 39 51 LIGHT REQ'D NO N 51.03 SQ FT. OF ROOM N L ^ 9.76 VENT RCQ'D VAULTED m 12 08 LIGHT REO'D 4 43.1VENT PROV'D6.04 VENT RLQ'D SHIPLOOSL 22.34 LIGHT PROVID CO ma ' FS-M06 SUFFICIENT LIGHT AND VENT PROVD "' CD 1/2" WALL GYPSUM 12AO VENT PROV'D o MECHANICALLY FASTENED SUFFICIENT [IGHT AND VENT PROUD N a N - J o � o li Ln 11 _7� SUP PANFL 16'-6Y4" 2'-0" 13-0y THRUST BEAM (2)-1 1/2" x 14" LVL. 8_O� q" ------------ ---- - -- - ----- -- z L,JO N STRUCTURAL DROPPED HEADER - ---- -- - )2x6 2x6 3)2x6 2)26 X 8 OH.D 2)2x6 3041 * 30410 3)2x6 - 4)2x8 SPF#2 SPF#2 SPF#2 SPF#2 30410 C.) SPF#2 SEE SPF#2 N n FOYER 6'-6" 17'-7" 27'-5" 37'-6" NIn I m Q rn4)2x6 o SPF#2 n w ¢O U - I 3068 A 1'-9" U � PORCH (2) 12' SI_ Iv >- zo LACIL- Q NOT PROVIDED o Q Z 0NI BY ICON ~ VJ L-_ U) 5'-7Y4„ O 45-0" 11'-2" BUMP-OUT 1= C� 56'-2" w Z _I � Q Q U� —I w CD U� U >— NOTES: HEATING SYSTEM TO BE DONE ON-SITE BY OTHERS. D 1 . 2x6 EX IERIOR WALES @ 16" O.C. SYSTEM TO BE INTERCONNECTED WITH EXISTING HOUSE zw _ 2. 2x4 MARRIAGE WALLS @ 16" O.C. HVAC SYSTEM AND IS SUBJECT TO REVIEW, INSPECTION, z1— u)In o r� �� Qo Cn C� z AND APPROVAL OF LOCAL AHJ LI w I-LA rQ �, w == o o , 3. 9'-0" CEILING HEIGHT �11� �--n_ ov) �� �o Z - Q U C> n l_�_ 4. ANDERSEN 400 SERIES DOUBLE HUNG & AWNING WINDOWS - 5. HEATING SYSTEM NOT PROVIDED BY ICON 6. RAFTER IST STORY FLOOR PLAN - 8/12 NON-STORAGE RAFTER @ 16" O.C. SCALE: 1/4' = T-0' - 8/12 PANELIZED VAULT RAFTER @ 16" O.C. SERIAL//ORDER " PACE #: 7. ACCESS TO BASEMENT NOT PROVIDED BY ICON 0#10374 FI-41 8. TEMPERATURE CONTROL VALVES TO BE INSTALLED TO ALL TUB AND SHOWERS STATE/TPIA APPROVAL STAMP ELECTRIC SYMBOLS f,... m r: T SINGLE RECEPTACLE \; BOX FOR LIGHT OR FAN 50* LIGHT BOXES REOUIRED 05/13/22 4- DUPLEX RECEPTACLE FLUORESCENT LIGHT 20171"N'ATIOINAL CODE F:�/. APPR0VE® or,-) o ELECTRICAL f w ' iprt 1 � N �w WATERPROOF RECEP. w/GFI - ' ° RANGE EXHAUST s, ,` ' O r N DATE 5/18/22 ,'N ' (� ro= CEILING SMOKE DETECTOR ° '� ��1 " �'► M `""{ �htGFI GROUND-FAULT INTER. O A MIN. OF 90/ OF LAMPS IN PERMANTLY INSTALLED LIGHTING ►'� ' �' i��-�� O ' .-i u L PFS CO€tPOFZATI01's9 ?< , r-... '� d- U o= SMOKE DET/CO DET COMBO 22o VOLT RECEPTACLE FIXTURES TO BE HIGH-EFFICACY LAMPS PER R404.1 OF THE Bloomsburg, PA TOP HOT & BOT. SWITCHED O HEAT DETECTOR 5 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE. f, °. 87 � w^M w $ SINGLE POLE SWITCH � JUNCTION BOX _ �� ►�i ''� O �w WARNING R ISA VIOLATION OF ARTICLE 145 OF THE NYS ^ $, THREE WAY SWITCH AMP CONNECTS O EDUCATION LAW FOR ANY PERSON TO ALTER ANY Q O Z � .. �,C) $< FOUR WAY SWITCH «SFS CHIMES BOX �IEEERUNLESeEHPE�ISOF INGPROFESSIONAL � INCANDESCENT LIGHT SPECIAL APPLIANCE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER 4" LED RECESSED LIGHT WIRE & BOX FOR SPOTLIGHT 5� O 5" WATER PROOF RECESSED LIGHT WIRE COIL <® 4" RECESSED EYEBALL LIGHT CHIMES BUTTON Q PHONE JACK Tv TV JACK EXTERIOR LIGHT 0 00 0 LIGHT BAR I I ------- STRIP RECEPTACLES -- UNDER CABINET LIGHTS I I II II I o — — — — I EXISTING STRUCTURE U �U I I o.aa - -__- T V, / CONTINUOUS WHOLE HOUSE FAN/BATH \ I U FAN TO PROVIDCD M'\. 45 CFM WIIOLF \ HOUSE VENTILATION (SEE WHV) AND VIN. 20 CFMBATH VENTILATION (PFR TAR!E � M1505.4.3(1) OF 2020 RCNYS) w \ I GET >_ LL LL - — 2x811'rL— ----------------------------- - -- mBF 0 \ 3 � ( — I --- --— --------- --------— -- _� ' - \ 3 oa 1I 1110V- 1 G — — — — I r BEDROOM #1 Q F \ } 12-2 \ GFI I I • OF— -! N I I \ N! I � Oow� . Q�vAau lv ro ExlsrlNc— -_ _ 15A w I w LL_ HOUSE SD oETrc -- --_E -, I \ .� 1' 1 10V Im J Q ----------- - r 7- To nrnC J sox ' Flo ` L�---1 ---- - o� \ 14-2 / ,/ j 3 O T n I I \LG L------1--��------- L— FIX. 15A C '—_ __ 110V AL I �— — --- — --------------------- ___ WALL —_ MNT 24 HR PROGPAV{BLE MNT TIMER TO MET I I TV N GET — — nc/or WALLMNI c/oc M1507.3.2 (SHE ItLC) n I N N N O LIVING ROOM �= L,J N \ `\' `N � \ I I AC/DC I I / I I / \ N \ \ \ GARAGE I I /` f 00 �' In I 14-2 � /I / 12-2 / __ I 1331— `"� 15A 2�A � \ � \ 110V j 110v I I N 1 = GFI — ,-_ BEDROOM #2 / �m — __ -,------ o3 w> / BE �_ i BF — — — ao Lf i N L— SUB PANEL ——————�———_- — — Im_-____---- O �^ ------ 2x6 1 --- — - --- ---— 1-— f- - ------- � ELECT. ---- C� ADo'L ------- -- DROP 14-2 �i - FOYER I m ,SA I 110v17, Cn Li7- CHIMES — GIII I U z CL SUB PANEL TO BE CONNECTED TO EXISTING PANEL ON—SIT[ BY CTHERS T-- wQ CONNECTION AND DISCONNECT SUPPLIED AND INSTALL BY OTHERS, I COIL WIRE FOR PORCH IIGIIT PORCH I ¢z �c�l INSPECTED AND APPROVED BY LOCAL BUILDING INSPECTOR No zovDeYi--- -- - z O O o THE SMOKE DETECTOR/CO DETECTOR TO BE INTER-CONNECTED Q WITH EXISTING SD'S ON-SITE BY BUILDER. TO BE INSPECTED z o AND APPROVED BY LOCAL BUILDING INSPECTOR. cn J Iz W U LL-1 Z _ z Q CD w � z~ Cf)Ln O LL zr-- C/n w U LL_ [Y I`� z �Q o� > W z D 00 w 7LL or () c�l 1 210.12(A) DWELLING UNITS. ALL 120-VOLT, SINGLE PHASE,15- AND 20-AMPER BRANCH SUPPLYING OUTLETS INSTALLED IST STORY ELECTRICAL PLAN IN DWELLING UNITS KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC- SCALE: 1/4" = 1'-0' FAULT CIRCUIT INTERRUPTER, COMBINATION-TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. SERIAL p/ORDER g PAGE q: 2. ALL RECEPTACLES WILL BE TAMPER-RESISTANT. 3. ALL EXTERIOR RECEPTACLE COVERS WILL BF (UV PROTECTED) 01037 ^ L 4. SEE ATTACHED ELECTRICAL LOAD CALC. `� 5. A MINIMUM OF 90% OF LIGHTING FIXTURES MUST HAVL HIGH EFFICACY LAMPS IN ACCORDANCE WITH N1104.1 OF THE 2020 RESIDENTIAL CODE OF NEW YORK ��1D�� C LAS �� S ICAMN THIRD PARTY INSPECTION AGENCY STATE/TPIA APPROVAL STAMP H .A. �' ��' '��; '�' �.r 04/13/22 USE GROUP: SINGLE FAMILY ADDITION PFS CORPORATION ��. <= HEET# DESCRIPTION OCCUPANCY CLASS: SINGLE FAMILY DWELLING 115 OLD BERWICK ROAD p A0 cc CNV Cv COVER SHEET ( ) BLOOMSBURG PA 17815 t ' M '4 >_; CONSTRUCTION TYPE: VB WOOD FRAME UNPROTECTED t (570) 784-8396 I -` f^,: 4 U STRUCTURE SQ. FT.: 1,293 INCLUDE 280 SQ. FT. OF GARAGE) t'�x'=' ' GN GENERAL NOTES ( EV1 FRONT/REAR ELEVATION c� r£t7 � °� ," : ?r > o Wl EV2 LEFT/RIGHT ELEVATION DEMON LOADS WARNING IT IS A VIOLATION OF ARTICLE 145 OF THE NYS F� ^ b C EDUCATION LAW FOR ANY PERSON TO ALTER ANY BARLOW ENGINEERING,PC I--1 N `)� �( DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL ���jjj rM-� CLIMATE ZONE: 4 (5572 HDD) ENGINEER,UNLESS THE PERSON IS ACTING UNDER THE JAMES J.BARLOW �.J W `�[O) DIRECTION OF A LICENSED PROFESSIONAL ENGINEER 1916 QUAIL RIDGE RD. H �I v FPI IST STORY FLOOR PLAN NUMBER OF STORIES: 1 RALEIGH,NC 27609 Cn SWI 1ST STORY SHEAR WALLS ~ 04 0w ROOF LIVE LOAD: 20 PSF c'A W BM1 IST STORY BEAMS ROOF DEAD LOAD: 10 PSF ELI IST STORY ELECTRICAL PLAN ELC ELECT, LOAD CALC/CIRCUIT SCHED. CEILING DEAD LOAD: 10 PSF 246 SAND HILL ROAD g, W s ELN ELECTRICAL NOTES CEILING LIVE LOAD: 20 i SELINSGROVE, PA 17870 I o FLOOR LIVE LOAD: 30 PSF IN BEDROOMS 0 PSF IN COMMON REAS oil_ N PHONE: (570) 374-3280 V FIND FOUNDATION PLAN � Ir Q 0u SE1 8/12 CROSS SECTION FLOOR DEAD LOAD: 10 PSFest9 LEGACY 2007 FAX: (570) 374-1122 0.1 � SE2 8/12 VAULTED CROSS SECTION HORIZONTAL WIND LOAD: 135 VOLT per ASCE 7-16 CUSTOM MODULAR L HOMES WWW.ICONLEGACY.COM W :L SE3 8/12 GARAGE CROSS SECTION EXPOSURE: D z L c SE4 8/12 SINGLE WIDE CROSS SECTION SITE ELEVATION: 26 FT ABOVE SEA LEVEL SE5 SECTION FASTENING GROUND SNOW LOAD: 20 PSF TR1 22'-5" WIDE 8/12 RAFTER SEISMIC CATEGORY: B �pl s m o o TR2 8/12 RAFTER CONNECTIONS WINDBORNE REGION: YES 0 7 4 OTANi HOUSIZ TR3 22'-5" WIDE 8/12 VAULTED RAFTER FLOOD ZONE: X 1, 3K-3) TR4 8/12 VAULTED RAFTER CONNECTIONS a o 0 0 0 D LANE QPPUC ABLE CODES TR5 11'-2" WIDE 8/12 RAFTER & CONNECTIONS 2020 NEW YORK STATE UNIFORM FIRE PREVENTION AND d z EF1 1ST STORY FLOOR FRAMING I " NY BUILDING CODE which incorporates b reference): ' o ( P Y ) .. CF1 IST STORY CEILING FRAMING 2020 RESIDENTIAL CODE OF NYS ' LLJw � a°� I CF2 PANELIZED VAULTED RAFTER FRAMING 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NYS 2017 NATIONAL ELECTRICAL CODE I "E!0m 40MF40LK �� „ a DWS DOOR AND WINDOW SCHEDULE FSI FASTENING SCHEDULE FS2 FASTENING SCHEDULE CONT. WSUL M VALUES ROOF TO EXTERIOR: R-38(ON—SITE) "Ll PLUMBING SCHEMATIC EXTERIOR WALLS TO EXTERIOR: R-23 R-13 +R-10 SPRAY FOAM � F--tLl 6 N PL2 PLUMBING NOTES 00 PERIMETER BAND TO EXTERIOR: R-21 N T I WLU�W 11111111 11 ll �011 PL3 PLUMBING/MECHANICAL VENT DETAILS BASEMENT WALL: R-21 (ON SITE) L 1 ILllJJ1111� FLOOR TO OVER OPEN AIR: R-19 (ON SITE) 11 ill ull I� 11W_ J LI II IJ I �j� u u ii 1R-11R RES CHECK SEE RESCHECK FOR ADDITIONAL INSULATION REQUIREMENTS O 111LI� 8 III II �I � I Il �1 J �1_ll1111 W1�1f111ll 11W U IVB �� � 1-44 WIND CALCULATIONS WHOLE HOUSE VENTILATION PER M1505.4/N1103.6 ACHEIVED WITH 110 CFM BATH FAN SEE PAGE ELC FOR CALCULATION + EL1 (BATH#1) FOR LOC'N o� RC1-RC46 RAFTER AND BEAM CALCULATIONS TJ1 TRUSS UTILIZATION FORM CH-UTE WORK'°� OTHERS I � n MANDATORY ENVELOPE AIR SEALING/TESTING AND ■ ■ ■ I i �z� z TOTAL PAGES 132 i I i `''� �� O BLOWER DOOR TESTING ON-SITE AT THE COMPLETION ❑� F�0 - OF THE MODULAR ENVELOP SET-UP -0113 — 0 CONNECTION OF MODULE TO FOUNDATION I FOUNDATION I F= J Q CONNECTION OF MODULE TO MODULE ACCESS TO GRADE HVAC SYSTEM WINDOW GUARDS I ___________H U o z INSTALLATION OF SHINGLES RADON PUMP PORCH ROOF,POST, ^oI w Q NOT LING AND PROVIDED BL^IBCON INSTALLATION OF SIDING SPOT LIGHTS & EXTERIOR LIGHTS w (n Tn INSTALLATION OF SOFFIT/FASCIA BATH FAN EXHAUST VENTS INDEPENDENT BOILDEROTE CONELEVATOVIDE ONCCESS TO GRADE Ln INDEPENDENT BUILDER'S SITE CONTRACTOR IS RESPONSIBLE WATER HEATER FLOORING - THROUGHOUT FOR DESIGN AND INSTALLATION GE FOUNDATION z BASEMENT ACCESS PORCH ROOF OVERHANG C) F-_ PLUMBING CONN. BETWEEN MODULES DECK, POSTS, AND RAILING O o w PANELIZED ROOF VALLEY CONNECTIONS INSTALLATION ON GARAGE DOOR CT:� z SKYLITE IN VAULT ROOF PANEL INSTALLATION ON 3/0 MAN DOOR c� w PANELIZED VAULTED ROOF CONNECTIONS ATTIC ACCESS u� CONNECTIONS BETWEEN MODULAR/EXISTING STUCTURE (PLUMBING, ELECTRICAL, O DRY IN, AND FLOORING) S/L EXTERIOR WINDOW HEADER SIL INTERIOR DOOR HEADER lin I�; �I' �� mw = U PLUMBING VENTS o O o tet- w �"ula o 8 202? N o zL'i Q CD �. w C/� LiJ� C� �- LL �� z ENERGY TESTING AND RATING DONE BY T F— o 0 GO GREEN ENERGY LLC RON LIO TOWN OF SOUL PEOt_D Ll- � �� �w �� �� ( LIA) QU LDINv^DEPS W n _ o u C J PO BOX 800 REMSENBURG, NY 11960 COVER PAGE PHONE : 877-394-6436 RAFTER CALCS PE SHEARWALL CALCS PE SCALE 1/4° = 1'-0" TRUSS SIGNAGE ON—SITE BY OTHERS JAMES J. BARLOW JAMES J. BARLOW SERIAL #/ORDER k PAGE #: 1916 QUAIL RIDGE ROAD 1916 QUAIL RIDGE ROAD LABEL LOCATIONS: STATE LABEL & DATA PLATE @ BATH #1 PROHIBIT THE currwc orcHTNG BORNc of FRAMING PFS LABEL LOCATIONS: "A B RALEIGH, NC 27609 RALEIGH, NC 27609 0#10374 @ BEDROOM#2 CLO & @ BATH #1 'V HEATING SYSTEM — MEMBERS BY ON-SITE NSTAtL�RS OF M/E/P/FP SYSTEMS. NY LIC #078757 NY LIC #078757 HOOK UP PLUMBING TO MAIN THEY MUST HAVE APPROVAL OF MANUF. AND/OR ENGINEER. (919) 845-1600 (919) 845-1600 STATE/TPIA APPROVAL STAMP RA. OR RE�F°AN`I'�`., GENERAL NOTES: ;� � 04/13/22 MODULE A IS ll'-2 1/2" IN WIDTH AND 56'-2" IN LENGTH, (SEE INDIVIDUAL FLOOR PLAN) �a t `f#�� r� it MODULE B IS ll'-2 1/2 IN WIDTH AND 56'-2" IN LENGTH, (SEE INDIVIDUAL FLOOR PLAN) r < a 4 r--I V ' .. . O WARNINGS IT 13 A VIOLATION OF ARTICLE 145 OF THE NYS �..i� EDUCATION LAW FOR ANY PERSON TO ALTER ANY DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL F� u O ENGINEER,UNLESS THE PERSON IS ACTING UNDER THE U DIRECTION OF A LICENSED PROFESSIONAL ENGINEER u 23. SAFETY GLAZING (TEMPERED GLASS) REQUIRED IN THE FOLLOWING LOCATIONS PER R308.4 OF THE 2020 RESIDENTIAL CODE OF Nx w NEW YORK STATE: wa 2. TWO MODULES IN A DWELLING UNIT 23.A. GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING, AND BIFOLD DOORS. 23.B. GLAZING IN STORM DOORS 3. HABITABLE ROOM SIZES SHALL BE A MINIMUM FLOOR AREA OF 70 SQ. FT. WITH A MINIMUM HORIZONTAL DIMENSION OF 7 FEET PER 23.C. GLAZING IN WALLS, ENCLOSURES, OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, g' w R304 OF 2020 RESIDENTIAL CODE OF NEW YORK STATE BATHTUBS, SHOWERS, AND INDOOR OR OUTDOOR POOLS UNLESS THE BOTTOM EDGE OF THE GLAZING IS MORE THAN 60" (1524mm) o 4. SPACES MEETING MIN. HABITABLE SPACE REQUIREMENTS SHALL COMPLY WITH HABITABLE SPACE REQUIREMENTS NOT LESS THAN 8% OF MEASURED VERTICALLY ABOVE THE STANDING OR WALKING SURFACE OR THE GLAZING IS MORE THAN 60" (1524mm), MEASURED Ull FLOOR AREA OF SUCH ROOMS, MINIMUM OPENABLE AREA TO OUTDOORS SHALL BE 4% OF FLOOR AREA VENTED PER R303.1 OF THE HORIZONTALLY AND IN A STRAIGHT LINE FROM THE WATER'S EDGE. Q u THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 23.D. GLAZING WITHIN A 24" RADIUS OF A DOOR PANEL EDGE AND LESS THAN 60" (1524mm) ABOVE THE WALKING SURFACE (EXCEPT 0_ oa WHEN ADJACENT TO A FIXED PANEL OF PATIO DOOR OR DOOR IS TO A CLOSET LESS THAN 3' (914mm) IN DEPTH). 5. THE MAIN EGRESS DOOR MUST BE A MIN. OF 3'-0" x 6'-8" (WITH A CLEAR OPENING OF 32" x 78") AND SHALL BE SIDE HINGED PER 23.E. GLAZING ADJACENT TO STAIRS AND RAMPS WITHIN 36" (914mm) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF 0 SECTION R311.2 OF 2020 RESIDENTIAL CODE OF NEW YORK STATE STAIRWAYS, LANDING BETWEEN FLIGHTS OF STAIRS, AND RAMPS EXCEPT WHERE A RAIL IS INSTALLED ON THE ACCESSIBLE SIDE 6. EXTERIOR DOORS SHALL NOT SWING OVER STAIRS WHEN A LANDING IS NOT AVAILABLE PER 8311.3.1 OF THE 2020 RESIDENTIAL CODE OF SIDE 34"-38" (864-965rnm) & CAN WITHSTAND A FORCE OF 50 LBS/F (730 N/m) OR IS MEASURED 36" (914mm) OR GREATER NEW YORK STATE. EXCEPTION: STORM-SCREEN DOORS ARE PERMITTED TO SWING OVER STEPS PER R311.3.3 OF THE 2020 RESIDENTIAL HORIZONTALLY FROM THE WALKING SURFACE. CODE OF NEW YORK STATE. 23.F. GLAZING ADJACENT TO TOP & BOTTOM STAIR LANDING WITHIN 36" (914mm) ABOVE THE LANDING AND WITHIN A 60" (1524mm) HORIZONTAL ARC LESS THAN 180 DEGREES FROM THE BOTTOM TREAD NOSING. 7. ALL NOTES PERTAINING TO "IN FIELD OR ON SITE" ARE BUILDER/CONTRACTOR RESPONSIBILITIES. 23.G. GLAZING IN SKYLIGHTS 8. KITCHEN AND/OR BATH CABINETS AND FIXTURES MAY BE SHIPPED LOOSE AND INSTALLED ON SITE AFTER PAINTING AND/OR FASTENING IS 23.H. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL (MUST MEET ALL THE FOLLOWING): COMPLETED. KITCHEN AND/OR BATH CABINETS ARE TO BE INSTALLED PER APPROVED PRINTS, INCLUDING ELECTRICAL & PLUMBING. 23.H.1. INDIVIDUAL PANE GREATER THEN 9 SQ.FT (0.236 SQ. M). 23.H.2. BOTTOM EDGE OF GLAZING LESS THEN 12" (457mm) ABOVE FLOOR 9. KITCHEN AND/OR BATH CABINETS AND FIXTURES MAY BE FURNISHED AND INSTALLED ON-SITE BY OTHERS. 23.H.3. TOP EDGE GREATER THEN 36" (914mm) ABOVE FLOOR. 10. INSULATED ATTIC ACCESS TO BE 22"x30" CLOSABLE, WEATHER-STRIPPED AND INSULATED PER N1102.2.4 OF THE 2020 RESIDENTIAL CODE 23.H.4. ONE OR MORE WALKING SURFACES WITHIN 36" (914mm) HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. OF NEW YORK STATE. OPENING SHALL BE LOCATED IN A HALLWAY OR OTHER LOCATION WITH READY ACCESS PER R807 OF THE 2020 24. ALL OPERABLE WINDOWS WHICH ARE LOCATED 72" OR MORE ABOVE FINISHED GRADE OR SURFACE BELOW, WITH THE BOTTOM OF THE RESIDENTIAL CODE OF NEW YORK STATE. CLEAR OPENING LESS THAN 24" ABOVE FINISHED FLOOR SHALL BE PROVIDED WITH WINDOW FALL PROTECTION THAT SHALL NOT ALLOW ALLOW THE PASSAGE OF A 4" SPHERE THROUGH THE OPENING, WINDOW FALL PROTECTION DEVICES MAY BEFACTORY INSTALLED OR 11. A SMOKE DETECTOR SHALL BE INSTALLED IN EACH SLEEPING ROOM, OUTSIDE IN THE IMMEDIATE VICINITY OF THE BEDROOMS, AND ON EACH ON-SITE BY OTHERS PER R312.2 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. ADDITIONAL STORY OF THE DWELLING INCLUDING BASEMENTS PER R314.3 OF 2020 RESIDENTIAL CODE OF NEW YORK STATE. A CARBON MONOXIDE DETECTOR IS REQUIRED ON ANY LIVING LEVEL THAT INCLUDES SLEEPING AREAS AND OR A CARBON MONOXIDE SOURCE PER 25. ANY STRUCTURAL GLUED LAMINATED TIMBERS THAT ARE EXPOSED MUST BE PRESSURE TREATED PER 8317.1.5 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. R915 OF THE FIRE CODE OF NEW YORK STATE 12, CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS, OUTSIDE IN THE IMMEDIATE VICINITY OF THE BEDROOMS, AND 26. WHERE LEDGERS ARE REQUIRED, A MIN. 2X2 LEDGER MUST BE USED, OR A JOIST HANGER IN PLACE OF LEDGER. ON EACH ADDITIONAL STORY OF THE DWELLING INCLUDING BASEMENTS PER R314.3 OF 2020 RESIDENTIAL CODE OF NEW YORK STATE. A 27. SPACING OF INTERMEDIATE GUARDRAILS AT STAIRWAYS SHALL BE SUCH THAT A 4" (102mm) IN DIAMETER SPHERE CANNOT PASS CARBON MONOXIDE DETECTOR IS REQUIRED ON ANY LIVING LEVEL THAT INCLUDES SLEEPING AREAS AND OR A CARBON MONOXIDE SOURCE THROUGH PER 8312.1.3 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PER R915 OF THE FIRE CODE OF NEW YORK STATE 28. ANY OPEN-SIDED WALKING SURFACES REACHING A HEIGHT GREATER THAN 30" (762mm) MEASURED VERTICALLY TO THE FLOOR OR 13. WASHING MACHINE AND CLOTHES DRYER SUPPLIED AND INSTALLED ON SITE BY OTHERS IN ACCORDANCE WITH MANUFACTURER GRADE BELOW AT ANY POINT WITHIN 36" (914mm) HORIZONTALLY TO THE EDGE OF THE OPEN SIDE REQUIRE GUARDS PER R312 OF THE MANUFACTURER INSTRUCTIONS, AND ALL STATE AND LOCAL CODES (SEE FPI FOR SPECIAL INSTRUCTION, IF REQUIRED). 2020 RESIDENTIAL CODE OF NEW YORK STATE. 14, WATER HEATERS EQUIPMENT IN ENCLOSED SPACES SHALL BE INSTALLED IN COMPLIANCE WITH THE LISTED MANUFACTURER INSTRUCTIONS, 29. CAULKING AND SEALANTS IN THE EXTERIOR ENVELOPE MUST BE IN COMPLIANCE WITH ENERGY CONSERVATION CONSTRUCTION CODE. ALL 'w AND ALL STATE AND LOCAL CODES (WATER HEATER SUPPLIED AND INSTALLED ON-SITE IN BASEMENT BY OTHERS). JOINTS, CONNECTIONS, AND PENETRATIONS BETWEEN CONDITIONED SPACE AND UNCONDITIONED OR OUTSIDE SPACE MUST BE SEALED. oo �> Lo OPENINGS, AND ACCESS PROVISIONS FOR COMPLETION OR INSTALLATION OF EQUIPMENT MAY BE COMPLETED IN FIELD, IF DONE IN 30. ONLY CEMENT, FIBER-CEMENT AND GLASS MAT GYPSUM BACKERS SHALL BE USED AS BACKER ON TILED TUB AND SHOWER WALL PER 6' o� 15. HOLES, N� �� � SUCH A MANNER AS NOT TO AFFECT THE INTEGRITY OF THE STRUCTURE. 8702.4.2 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. NO GREEN BOARD GYPSUM BOARD SHALL BE PERMITTED, 31. MIN. FLAME SPREAD CLASSIFICATION OF ALL FINISH MATERIALS SHALL HAVE A RATING OF LESS THAN 200 PER R302.9.1 OF THE 16. ALL PIPING (R403.4) AND DUCTWORK (R403.3.1) IN UNHEATED SPACES IS TO BE INSULATED IN COMPLIANCE WITH 2020 ENERGY o CONSERVATION CONSTRUCTION CODE OF NEW YORK AND THE NATIONAL ELECTRICAL CODE, 2017 EDITION. 2020 RESIDENTIAL CODE OF NEW YORK STATE. m o J 17. ROOF COVERINGS SHALL BE LISTED AS CLASS 'C' OR BETTER PER SECTION R902.1 OT THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. 32. VERTICAL EGRESS MUST BE PROVIDED FOR HABITABLE ATTICS AND BASEMENTS PER R311.4 OF THE 2020 RESIDENTIAL CODE OF cf) o = NEW YORK STATE. Lj w o U wQ 18. ATTIC VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE SPACE VENTILATED. EXCEPTION: THE AREA MAY BE REDUCED TO 1/300 32. TESTING PER 2020 ECC OF NEW YORK STATE 8402.4.1.2 FOR CLIMATE ZONES 3 TO 8. THE BUILDING OR DWELLING UNIT SHALL BE az WHERE AT LEAST 40% AND NO MORE THAN 50% OF THE VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE NOT EXCEEDING THREE AIR CHANGES PER HOUR, TESTING SHALL BE � OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET (914 mm) BELOW THE RIDGE OR CONDUCTED IN ACCORDANCE WITH ASTM E 779 OR ASTM E 1827 AND REPORTED AT A PRESSURE OF 0.2 INCH W.G. (50 PASCALS). HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE WHERE REQUIRED BY THE CODE OFFICIAL, TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. A WRITTEN REPORT OF THE z RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. TESTING SHALL O VENTS PER 8806.2 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. BE PERFORMED AT ANY TIME AFTER CREATION OF ALL PENETRATIONS OF THE BUILDING THERMAL ENVELOPE, DWELLING UNITS FAILING U 19. ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS THE TEST WILL BE REPAIRED AND RE-TESTED, UNTIL SUCH TIME THAT THE DWELLING UNIT MEETS THE REQUIRED MAXIMUM AIR LEAKAGE, w o o z SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATION OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR33. CUTS, NOTCHES, AND HOLES IN SOLID LUMBER JOISTS, RAFTERS, BLOCKING, AND BEAMS SHALL COMPLY WITH THE PROVISIONS OF cn w SNOW. VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSION OF 1/16" (1.6mm) MINIMUM AND 1/4" (6.4mm) MAXIMUM. VENTILATION R502.8.1 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE; EXCEPT THAT CANTILEVERED PORTIONS OF RAFTERS SHALL BE z OPENINGS HAVING A LEAST DIMENSION LARGER THAN 1/4" (6.4mm) SHALL BE PROVIDED WITH CORROSION RESISTANT WIRE CLOTH PERMITTED IN ACCORDANCE WITH SECTION R802.7.1.1 RESIDENTIAL CODE OF NEW YORK STATE. CD SCREENING, HARDWARE CLOTH, OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST DIMENSION OF 1/16" (1.6mm) MINIMUM AND 1/4" (6.4mm) MAXIMUM PER 8806 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 34. WHOLE HOUSE VENTILATION SYSTEM SHALL BE PROVIDED BY A CONTINUOUSLY RUNNING EXHAUST FAN IN COMPLIANCE WITH R1505.4.3 ,= w U AND TABLES M1505.4.3(1) AND M1505.4.3(2) OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. LOCATION SHALL BE IDENTIFIED ON ww = z Ood- � � 20. UNVENTED ATTIC SPACES SHALL BE INSTALLED IN ACCORDANCE WITH R806.5 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE INDIVIDUAL PLAN SETS. A CALCULATION TO DETERMINE THE REQUIREMENT FOR THE VENTILATION SHALL BE INCLUDED IN PLAN SET FOR N Ln O w o APPROVAL (PAGE ELC) w w U LL 21. GUTTERS, LEADERS, AND SPLASH BLOCKS FURNISHED AND INSTALLED BY OTHERS ON SITE. Q o r w o o w 22. APPROVED WATER RESISTIVE BARRIER REQUIRED UNDER ALL SIDING TYPES PER SECTION R703.2 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. BARRIER SHALL BE INSTALLED HORIZONTALLY WITH 2 INCH MINIMUM UPPER LAYER OVERLAP OVER LOWER LAYER 1 GENERAL NOTES SCALES 3/8" = 1'-0" SERIAL /J/ORDER # PAGE #. 0*10374 GIN 1293 SQ. FT. / 150 = 8.62 SQ. FT, OF VENT REQUIRED N O P L U M B I N C VENTS I E N E TR A TI O N S T_H R� R 0 0 E STATE/TPIA APPROVAL STAMP R A OR P E. STAMP_, •,c�,I 56 LN, FT. RIDGE VENT = 7.00 SQ, FT. OF VENT PROVIDED '•, �' �J l� 04/13/22 112 W. FT. VENTED SOFFIT 7.00 SQ. FT. OF VENT PROVIDED COMPLETION ON — SITE B Y OTHER ';C=`'' NOT PROVIDED BY ICON00 00 o f { N U (i + EGRESS WINDOWS `. < � : o � 4 r-4 >_� f :. t078761 j351 Q o O WARNING IT IS A VIOLATION OF ARTICLE 145 OF THE NYS wY` EDUCATION LAW FOR ANY PERSON TO ALTER ANY DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL ENGINEER,UNLESS THE PERSON IS ACTINO UNDER THE H DIRECTION OF A LICENSED PROFESSIONAL ENGINEER cn SKYLITE NOT PROVIDED BY ICON LEGACY. SUPPLIED AND INSTALLED O RIDGE VENT (S/L) ON-SITE BY OTHERS AND SUBJECT TO APPROVAL, REVIEW, AND �D INSPECTION BY LOCAL AHJ N W a w Li L Ll CERTIANTEED LANDMARK DESIGNER ARCHITECTURAL I _u LiLtu II III ASPHALT SHINGLES ILLI I ILII I I I I I L Li J II II I I II II I I II II J) W 4, l-ala l_1_11ll1�J�L�1�1 y I I_ I I I I I_l L 11 / \ � II , tLLL jil1' // \\ y 12 _jU �I III II III � I II � I II LI_ I II II III � I II � I II � I II II III II I II � I I�� I II II III � I II IIII II IhI II �I_L�ly/'/ 8 ga LLULI' / \ V / \ V < ' O 0 F o n w I O Q � I CD CD w I oCD = I I :sof No LD _LjD I oCD CERTAINTEED MONOGRAM n I = w DOUBLE 4 CLAPBOARD w 0 0 VINYL SIDING I L ° � I IL _1�- i Q =- L-j ------------------ ---- :CD = 1LLJ Q_� � � El 13 C3 ED ------2�-- -------- ---- Li-i CL LLJ " BUILDING SHOWN D ABOVE GRADE (HEIGHT TO BE ADJUSTED IF GREATER GARAGE DOORS NOT PROVIDED BY ICON LEGACY EXPOSURE IS DONE ON-SITE) SUPPLIED AND INSTALLED ON-SITE BY OTHERS AND PORCH OVERHANG, DECK, POSTS, RAILING & GUARDS, AND ACCESS TO GRADE NOT SUBJECT TO APPROVAL, REVIEW, AND INSPECTION BY LOCAL AHJ FRONT ELEVATION PROVIDED BY ICON. COMPONENTS SHALL BE DESIGNED BY A LICENSED PROFESSIONAL AND SHALL BE STRUCTURALLY INDEPENDENT OF THE MODULES. DESIGN SHALL BE INDEPENDENT BUILDER'S SITE CONTRACTOR TO PROVIDE ACCESS TO GRADE REVIEWED AND INSTALLATION SHALL BE INSPECTED BY LOCAL BUILDING CODE OFFICIAL. INDEPENDENT BUILDER'S SITE CONTRACTOR IS RESPONSIBLE FOR DESIGN AND INSTALLATION OF FOUNDATION N N N N W Q N 6 CXo SKYLITE NOT PROVIDED BY ICON LEGACY SUPPLIED AND INSTALLED N \ ON-SITE BY OTHERS AND SUBJECT TO APPROVAL, REVIEW, AND INSPECTION BY LOCAL AHJ RIDGE VENT (S/L) CERTIANTEED LANDMARK DESIGNER ARCHITECTURAL JL� I I_I I ( I I I I L� I I W o� ASPHALT SHINGLES 1J- 00 w Lf-) p- LIMLHiUL (7) o�J ii Fj _3: O L- m Q CERTAINTEED MONOGRAM DOUBLE 4 CLAPBOARD uo z VINYL SIDING W o U v J z w DC7 wQ / Nz �c-'j n_- W II u� ii C-D o II (D I I ACCESS TO EXISTING STRUCTURE ° J W z II o z LLJ II II o II - °� z I F---r---F­-] o zW L�, z O o d- w I") -- -- w C/7 LLJ O I>-W z �Q o� �W �� oOw 8" EXISTING FOUNDATION WALL 8" EXISTING FOUNDATION WALL W �- ~ O C/) � _J O ACCESS TO BASEMENT NOT PROVIDED BY ICON. DOOR PROVIDED BY ICON LEGACY. INSTALLED Q = ACCESS INSTALLATION AND COMPLETION IN ACCORDANCE ON-SITE BY OTHERS AND SUBJECT TO APPROVAL, WITH SECTION R408 4 OF THE 2020 RESIDENTIAL CODE OF REVIEW, AND INSPECTION BY LOCAL AHJ REAR ELEVATION NEW YORK STATE AND SUBJECT TO INSPECTION BY LOCAL AHJ FRONT/REAR ELEVATION INDEPENDENT BUILDER'S SITE CONTRACTOR TO PROVIDE ACCESS TO GRADE INDEPENDENT BUILDER'S SITE CONTRACTOR IS RESPOPlSIBLE FOR DESIGN AND INSTALLATION OF FOUNDATION SCALE: 1/4" = T-0' SERIAL #/ORDER # PAGE #: 2.17 FEET IS THE AVERAGE EXPOSED BASEMENT WALL 0*10374 E�V 1 WINDOW GUARDS TO BE ON-SITE BY OTHERS ALL WINDOWS AND DOORS TO BE INSTALLED AND STATE/TPIA APPROVAL. STAMP R.A. OR PE. srAMe,>_ 04/13/22 * — EGRESS WINDOW ,a�, IN ACCORDANCE WITH R312.2 OF THE �` ' NI':lr °•, FLASHED PER THE FENESTRATION MANUFACTURERS esti' `1':i#=l'� ) O 2020 RESIDENTIAL CODE OF NEW YORK STATE WRITTEN INSTRUCTIONS PER R609.1 OF THE 2020 WINDOW TESTING AND LABELING IS SUPPLIED" ,, Q oro O O DRYER TO BE VENTED TO EXTERIOR IN ACCORDANCE WITH RESIDENTIAL CODE OF NEW YORK STATE BY STICKER ON EACH INSTALLED WINDOW :c' ``, ;'R�:• ',` r- N N U M1502 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE + �' u '� DUCT RUN IN FACTORY AND TERMINATION COMPLETED ON-SITE BY OTHERS ` :' a U RANGE HOOD TO BE VENTED TO EXTERIOR IN ACCORDANCE ® ® Xe WITH M1503 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATEWARNINN L T LINE SEPARATION REOUIRED `�.N ot)t;��f1'`�tt�v��� � > o�w DUCT RUN IN FACTORY AND TERMINATION COMPLETED ON-SITE BY OTHERS EDUCATION FOR PERSON OF ARTICLE 145 0FTHENYS b,%l,w a13"1� /\ O O EDUCATION LAW FOR ANY PEflSON TO ALTER ANY DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL BATH FANS TO BE VENTED TO EXTERIOR IN ACCORDANCE ENGINEER,OF UNLE LI ENSEDHE SOFESSIONALN IS ACTING UNDERTHE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER WITH M1505 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATEo 6" DUCT RUN IN CEILING BY ICON LEGACY. COMPLETED NOT BY ICON LEGACY AND INSPECTED N W a BY LOCAL BUILDING OFFICIAL. ALL BATHROOM FIXTURE CLEARANCES MEET SECTION R307 33'-7Y" I 23'-0" 1 �' w I II I ° EXISTING STRUCTURE U Q BILCO DOOR NOT I1 PROVIDED BY ICON I 56'-2" 1/ 1 0 0 V 0 a 32'-0 4" I 24'-11/" VAULTED CEILING 1 21'-4;/2„ 8%4" I 4'-2" 15'-11" 21'-3" 29'-54" 1 3068 4)2x8 1 1 6)2x8 OUTSWING 1k 30410 30410 E HDR �1001 2" AR351 2x82 SP�J2 -------------- ----- --------- ySPF#2 STRUCTURAL DROPPED HEADER / — ' 3 2x6 SPF2 / - 1 - 3 / SPF ––––––––––––––––– ––––––––––– --� - m D 11 11/ 11 0/ 2-0 4-11 r p 1'-72" THRUST BEAM (?)-1 1/2" x ?" L.V.L. SY„ z 3^ RE5836X/S w 23'-0" BEDROOM #1 of 0HAND-HELD \ 152 23 SQ FT. OF ROOM o a 6 12.18 LIGHT REO'D m _j © 6.09 VENT REO'D n p SHIPLOOSE o 22.34 LIGHT PROV'D I V I FS-M06 c j O `D 12 40 VENT PROV'D wm N L ––– VAULTED O W / � SUFFICIENT LIGHT AND VENT PROV'D BATH #1 \ � � Q m 1/2" WALL GYPSUM) _~ \ / I i_- MECHANICALLY FASTENED N V1/2 \/ I wo wLLJ�4)2x6 _m= <c7' CL �--------i3)2x6 PF#2 N s n WE------7-----------SPT#2 IL– _ATTIC - -----------i–�i 2 6------------- PULL 6 1/2"x 54° A PLATE, STATE o ' ACCESS -� I z I PULL DOWN STAIRS I 30" X 30' I N I ^a OMIT CEILING I I I & PFS LABEL LOC'N. VAULTED RIDGE BEAM NN c � cvm GYP 3'-11' L-------L------------ T I c lol K o N OMIT CEILING / 1 �� C° _ __ ___ –– `j� N � w N m N GYP 3'-il" 'n c.icn OMIT CEILING – II LD 3 2x6 GYPSUM �I N a N vL�j o Q SPF#2 I I o w L` _ �a Q w 1 cn N Cil N - –––––––– ––––– N n mo _ 2/6 n 1 1 \ CSI r7 N> 18'-10/4 .4)2x6 \ / o� Llj v N GARAGE 3 3 „ �N SPF#2 \ Q \ 6_' 5/8" CLG GYPSUM LIVING ROOM_ N � �� \ MECHANICALLY FASTENED \ I 493.92 SQ.FT. OF ROOM Z BEDROOM #2 � \ � 39 51 LIGHT REQ'D � x N 151 03 SQ.FT. OF ROOM ––– ^ 19 76 VENT REO'D VAULTED 12.08 LIGHT REO'D a 54.18 LIGHT PROV'D m M 6.04 VENT REQ'D a N j SHIPLOOSE 43.14 VENT PROV'D \ _ a, 22.34 LIGHT PROVO FS-M06 SUFFICIENT LIGHT AND VENT PROV'D p 1/2" WALL GYPSUM 12.40 VENT PROV'D o a 3j_111 16 w MECHANICALLY FASTENED SUFFICIENT LIGHT AND VENT PROVON 6l —� m Ln � Q> n o r 23'-O" oo I � x r, L ) v'Ln 11'-11Y 16'-6Y4 2' I10" –––– 13'-OY- THRUST BEAM (?)-1 1/2" x ?" LVL 8'_O% 1' 11 4" CD o� Z L�j O _ STRUCTURAL DROPPED HEADER 2x6 a 2 2x6 2 2x6 3 2:6 � ) w < 3)2x6 –––––– – 3)2x6/ 4 2x8 3)2x6 9 X 8 O.H.D 3041031E 30410 3041091E SPF#2 SPF#2 SPF#2 SPFy2 ¢ SPF#2 SPF 2 SPF#2 FOYER o�_ 17'-7" 27'-5" 37'-6" n N� 1 m Q 4)2x6 J o SPF#2 u 0 = 1 9 3068L1J O U j PORCH (2) 12" SL �>- �o wQ NOT PROVIDEDz N BY ICON LLJ L-–––––––– ––– ––––– –– u� 5-64" 5-7%4" _71 O 45'-0" 11'-2" BUMP-OUT U o 56'-2" N� W _ J w O cn NOTES: �o 1 . 2x6 EXTERIOR WALLS @ 16" O.C. 2. 2x4 MARRIAGE WALLS @ 16" O.C. -DW = z o C) -t w 3. 9'-0" CEILING HEIGHT 1I- �� o ALL_ z� Q� F-- -.j cn w� U �_ �-i- m r� z �Q old �W � = 00 w �LLJ Q� m �� oUU mo __j C) 4. ANDERSEN 400 SERIES DOUBLE HUNG & AWNING WINDOWS 5. HEATING SYSTEM NOT PROVIDED BY ICON 6. RAFTER 1ST STORY FLOOR PLAN - 8/12 NON-STORAGE RAFTER @ 16" O.C. SCALE: 1/4' = T-0° - 8/12 PANELIZED VAULT RAFTER @ 16" O,C, SERIAL #/ORDER # PAGE " 7. ACCESS TO BASEMENT NOT PROVIDED BY ICON 0#10374 P. TEMPERATURE CONTROL_ VALVES TO BE INSTALLED TO ALL TUB AND SHOWERS STATE/TPIA APPROVAL STAMP K.A. OK 04/13/22 jf . o o ter ,V." is s Q r- (=) �ts0 to Q; � NNU BUILDER INSTALLED HOLD DOWN FROM FOUNDATION TO BUILDER INSTALLED HOLD DOWN FROM FOUNDATION TO I.. tlF t 0 A' STUDS > 7,452 LBS. [SUGGESTED SIMPSON HD9B] MIN. (3) 2 X 6 WALL B' STUDS > 9,923 LBS. [SUGGESTED SIMPSON HD12 W/ 1 1/8"ANCHOR] 07 M STUDS. FASTEN STUDS TOGETHER W/ (2) ROWS OF 16d COMMON MIN. (4) 2 X 6 WALL STUDS. FASTEN STUDS TOGETHER W/(2) ROWS t` 875I W M NAILS @ 10" O.C. PLY-TO-PLY OF 16d COMMON NAILS @ 8" O.C. PLY-TO-PLYj O p^W WARNING IT IS A VIOLATION OF ARTICLE 145 OF THE NYS //''�� EDUCATION LAW FOR ANY PERSON TO ALTER ANY DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL ENGINEER,UNLESS THE PERSON IS ACTING UNDER THE Iu1 DIRECTION OF A LICENSED PROFESSIONAL ENGINEER Nwa �' cn II � � II II II II I o EXISTING STRUCTURE ii it � Sa II ij z I I I I ^1 0 I I SEE NOTE 1 cn 2'-61 is 8,-6 4" 2'-1 je„ 4'-11" 2'-6%6' 1 I I I D U II II <3> II l ------------------- 2c8 � \ Li � ———————— ————————————————————————————— �— D �- -———————————————— ——— —————— =� E ° 2 3.. x a • Y N w BEDROOM #1 rED N L'-j I� BATH #1 ———� O L w r 7 l �/———\� cv ID I I I I I N I I I I 1 I I i I I I I I I I I `--------' L-------L-------------- GARAGE = I --- 10 v w ---7 \ ^cin Q C \ BEDROOM #2 I LIVING ROOM N N 00 N \ LI—_\� N ✓w �v� 0� r' 2'-7Y4 W w� 1 SEE NOTE 1 d 2 I x ---- o� el -------------- 2x6 i I- 3 o FOYER m Q D w o U U J z LLJ>- 3:o wQ CL-- �� w cn ———— -------- ———— u� z 1'-10%2" 4'-10�/t6" 6'-7%" 6'-10%° 5'-11%6" 2'-10 /16" 2'-11%6' � U o � w z 56'-2Y" cn w w z NOTES: c-n -U 1. FASTEN STUDS TOGETHER W/ (2) ROWS OF 16d COMMON J NAILS @ 16" O. C. PLY-TO-PLY. NO HOLD DOWN REQUIRED \ U l Oowr� � — cnLn O -Z r— 0 wCl� w� wQ oil rw �� 00 w 1 �W C — � CL CD �O 1ST LEVEL ENDWALL#1 (GARAGE) 1ST LEVEL ENDWALL#1 (LIVING ROOM) 1ST LEVEL SIDEWALL #1 &#2 - 6�/,B" g$" 6�/j 1/6"O.S.B.SHEATHING /s"0.S.B.SHEATHING '/1s"0.S.B.SHEATHING '/is"0.S.B.SHEATHING ?/16"0.S.B.SHEATHING � 1ST STORY SHEAR WALLS MIN.2 X 6(SPF#1/#2)WALL 1/2"DRYWALL MIN.2 X 8(SPF#1/#2)WALL 1/2"DRYWALL 2 X 6(SPF#1/#2)WALL 1/2'DRYWALL T-i SCALE 1/4° = 1'-0" EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR SERIAL #/ORDER # PAGE #: -7/16"0.S.B.EXTERIOR(BLOCKED)w/7/16"0.S.B.INTERIOR. 7/16"O.S.B.EXTERIOR(BLOCKED)w/1/2"GYPSUM INTERIOR.FASTEN O.S.B. 01 w 1 O -7/16"0.S.B.EXTERIOR(BLOCKED)w/7/16"0.S.B.INTERIOR. 2 FASTEN EXTERIOR WITH 8d NAILS @ 2"0.C. EDGE/12"O.C.FIELD. 3 ® �®��� FASTEN EXTERIOR AND INTERIOR 0.S.B.WITH FASTEN INTERIOR WITH 8d NAILS @ 3"0.C. EDGE/12"O.C.FIELD, WITH 8d NAILS @ 6"0.C.EDGE OR 16 GA.STAPLES a 3"0.C.PER ESR-1539 8d NAILS @ 3"O.C. EDGE/12"0.C.FIELD. FRAMING AT PANEL EDGES TO BE 3"NOMINAL OR WIDER AND NAILS (JULY 2021)112"O.C.FIELD.FASTEN GYPSUM W/5d NAILS @ 7"O.C.EDGE/12"FIELD HALL BE STAGGERED STATE/TPIA APPROVAL STAMP R.A. OR P.�t3a� 1i, (i �q, `�Mytt y 04/13/22 00 00 Ao WARNING R IS A VIOLATION OF ARTICLE 145 OF THE NYS O EDUCATION LAW FOR ANY PER30N TO ALTER ANY O DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL '�\.`/y1 ENGINEER,UNLESS THE PER30N IS ACTING UNDER THE H DIRECTION OF A LICENSED PROFESSIONAL ENGINEER Nwa �' II I � II I II II z II it I Lio EXISTING STRUCTURE j U Q � oa 22'-0" I rM'� 0.4 21'-6" I SEE RC 27-RC 30 BETTER HEADER #y80 3'-2%" (3)-1 3/4" x 9 1/2" M L. WITH (2) 5/8" STEEL FLITCH PLATES U) SEE RC 21 OR 3-2X4SPF #2 3 UPLIFT SEE RC 31&RC 32 DROPPED HEADER UPLIFT 3'-2Yg" 3'-2Yg" 3'-5/ -2881# 3-1 1/2 x 11 1�4" M L. -28x1# I HEADS WITH 1---1 1/2 x 11" STEEL FLITCH PLATE SEE RC 21 SEE RC 21 SEE RC 21 1473# L.L. OR 1473# L L 3-2X4SPF #2 3-2X4SPF #2 3-2X4SPF #2 1 1659# D.L. DROPPED HEADER 1659# DL. 3)2x6 3)21( HEADER HEADER HEADER �SPF1 �SPfx2 SEE RC338RC34 3-1 1/2" x 14' M.L. I 1"SPF#2 0- Cl-2x8 —`c"j �- L, Q LL - --------- ------- ----------- ELECTRIC SYMBOLS STATE/TPIA APPROVAL STAMP R.A. OR s?'S_+M\j 1 50* � j04/13/22 DIGHT BOXES REOUIRED q) SINGLE RECEPTACLE BOX FOR LIGHT OR FAN � O DUPLEX RECEPTACLE FLUORESCENT LIGHT !{ f �.� � Q ONO Q ti'wPl WATERPROOF RECEP. vv/GFI RANGE EXHAUST 2017 '1'\A'ATIONAL ELECTRICAL CODE CEILING SMOKE DETECTOR N U 0cFI GROUND-FAULT INTER. A MIN. OF 90% OF LAMPS IN PERMANTLY INSTALLED LIGHTING { Q 220 VOLT RECEPTACLE ^�° SMOKE DET/CO DET COMBO _ ; ,y'.�� � � a � � U r s�rvA FIXTURES TO BE HIGH EFFICACY LAMPS PER R404.1 OF THE ,. ~� „..a �r o,' HEAT DETECTOR 6 �C?7 6 M � TOP HOT & BOT. SWITCHED O 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE. T SINGLE POLE SWITCH JUNCTION BOXY =�d �" ® AMP CONNECTS WARNING IT IS A VIOLATION OF ARTICLE 145 OF THE NYS ^ Q T, THREE WAY SWITCH EDUCATION LAW FOR ANY PERSON TO ALTER ANY F—I /1/ �•� $, FOUR WAY SWITCH cI+iMEs CHIMES B 0 X DOCUMENT THAT BEARS THE SEAL IN PROFESSIONAL Q ENGINEER,UNLESS THE PERSON 13 ACTING UNDER THE v -� INCANDESCENT LIGHT U SPECIAL APPLIANCE DIRECTION OF A LICENSED PROFESSIONAL ENGINEERH•�•I C/) 4" LED RECESSED LIGHT H WIRE & BOX FOR SPOTLIGHT 'No Q 5' WP 5" WATER PROOF RECESSED LIGHT i:i WIRE COIL <® 4" RECESSED EYEBALL LIGHT 0 CHIMES BUTTON Q PHONE JACK Tv TV JACK EXTERIOR LIGHT -a-6 LIGHT BAR —••—••— STRIP RECEPTACLES (nI I w � -- UNDER CABINET LIGHTS I I o z ------ i EXISTING STRUCTURE I -� Da II I rh ° / CONTINUOUS WHOLE HOUSE FAN/BATH FAN TO PROVIDED MIN. 45 CFM WHOLE I I HOUSE VENTILATION (SEE WHV) AND MJN I 1 20 CFM BATH VENTILATION (PER TABLE � M15054.3(1) OF 2020 RCN YS) W \ I GFI 28 —————————————————————————— ———————— ——— I m � �L 0— a- 3 ---- ------------------------------ D D l J ------------------------------- ---F- _i I- BF BF ------- I / O 4-2 BF i ` m 15A �_ - - - - - - - ----- - - - - N 2 a I 11�ov' I ix z BEDROOM #1 0 i 12-2 I \ GFI • pIIT 20A N r BATH #1 \'� / �--llov 14-2Q 6 W � TO EXISTING _ ! - 1 15A Im I /'\ I I W V HOUSE SO \ IT IA T — i I \ . - \ 10V i 7----TO ATTIf, J_BOX Flo 1 L_1 I L ------ i' I (Dr, ` ,� i i4-2 �, 3 0 T L----,--- L------1--L J ------- J L— FIX. --J 15A ———— can ��_ 110V WALL �— ——————————— ————————————————— MNT I — -- — — MNT / 24 HR PROG AMBLE TIMER TO MET I I TV _ GFI I 5D WALL DCO M1507.3.2 (S E ItLC) Cil i AC/DC MNT AC/DC i Im �- C� --- i LIVING ROOM LLJ N I 1 T Q CN 6' 00 AC/DC GARAdE I ( I /i\\ I �' oO 14-2 12-2 I I \ I i I / \ I ---- --- N 20A I \ 0V DTV I '� 110V GFI �J BEDROOM #2 / �© _-- -- oo w> BF / BF °x I n d - ------------ 67 cnLn --- ------------ -------1 --- ------ � � -- —— ———— ———— xs H- - _ __________ ELECT. FOYER ADD'L J DROP ^14-2 / c r rl —— m I � r I m Q 15A )c 3 110V u� o z I CHIMES ----- WP W L I GFICD I U J z i w PORCH COIL WIRE FOR PORCH LIGHT ~ NOT PROVO BY ICON L——————————————————— (J-) z 0 1= � o THE SMOKE DETECTOR/CO DETECTOR TO BE INTER-CONNECTED CL Q WITH EXISTING SD'S ON-SITE BY BUILDER, TO BE INSPECTED cn AND APPROVED BY LOCAL BUILDING INSPECTOR. D-1CD � z �o z v Z o o d L'i r� zl— CnL o LL- o wcn U-) LLJQ ED::D oo w �LLJ oCn CLf � Q U U CD i O 1. 210.12(A) DWELLING UNITS. ALL 120-VOLT, SINGLE PHASE,15- AND 20-AMPER BRANCH SUPPLYING OUTLETS INSTALLED 1ST STORY ELECTRICAL PLAN IN DWELLING UNITS KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC- SCALE: 1/4" = 1'-0° FAULT CIRCUIT INTERRUPTER, COMBINATION-TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. SERIAL y/ORDER H PAGE q: 2. ALL RECEPTACLES WILL BE TAMPER-RESISTANT. 3. ALL EXTERIOR RECEPTACLE COVERS WILL BE (UV PROTECTED) �®�� /' 4. SEE ATTACHED ELECTRICAL LOAD CALC. 00 `� EL1 5, A MINIMUM OF 90% OF LIGHTING FIXTURES MUST HAVE HIGH EFFICACY LAMPS IN ACCORDANCE WITH N11041 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE APPROVAL STAMP R.A. OR P. BREAKER TYPE DESIGNATIONS PER 210.12(A) OF THE 2017 NEC <, � ! 04/13/22 * - AFCI BREAKER ** - AFCI/GFI (COMBO) BREAKER o p t � N N U CIRCUIT SCHEDULE r, ° u *WIRE WITH GROUND ALL CIRCUITS711161 CRT BRK WIRE LOCATION VOLT CRT BRK WIRE LOCATION VOLT fCft C-��lq x O W 1 15A 14-2 LIVING ROOM 110 2 15A 14-2 FOYER 110 INSULATED STAPLE Q BOX WITHIN " ��r- AND 1 8OFFRO X EDGE `.J O 3 15A 14-2 BEDROOM #2/SD �k 110 4 15A 14-2 BEDROOM #1 �k 110 EXCEPTION: STAPLE IS NOT REQUIRED PROVIDED INSULATED STAPLE 5 20A 12-2 BATH #1 GFI 110 6 15A 14-2 GENERAL LIGHTING �c 110 THE WIRE IS DROPPED INTO A WALL THAT HAS BEEN WITHIN 8" OFBOXEDGE Z DRYWALLED ON BOTH SIDES PRIOR TO WIRE INSTALLATION / 0 w 7 20A 12-2 GARAGE GFI 110 8 20A 12-2 GARAGE GFI 110 N W a 9 10 DRAFT STOP AROUND / 11 12 FACE OF BOX 8 W 13 14 /��SHEATHING DRAFTf CO TOP AROUND 1� O IF EXPOSED I r = F BOX 15 16 2x BOTTOM PLATE-� / DRYWALL SHEATHING Q 17 18 ELECTRICAL BOX MOUNTED BETWEEN WOOD STRIPS j IF EXPOSED * o a 2x BOTTOM PLATE DRYWALL "rl"��� O19 20 a 211 22 / ENTRANCE SERVICE HEAD :3ELECTRICAL BOX MOUNTED TO STUD W � (CONDUCTORS AND CONDUIT :5 BTO Y MAI CH PANEL LOAD) 1 0 23 24 METER AND BASE BY BUILDER 25 26 ETER 27 28 29 30 31 32 GROUND BY BUILDER--' 33 34 MAIN PANEL 35 36 200 AMP PANEL W/ MAIN BREAKER AND BRANCH CIRCUITS BY MANUF.---A 37 38 CLAMP BY BUILDER TYPICAL SERVICE ENTRANCE 39 40 GROUND ROD 41 42 O r7 O p N N N ') r O Ln O Ln O Ln ELECTRICAL LOAD CALCULATION FOR ON#10374-NY 0 73 HOUSE SOFT: 1 ,293 �— AIR CONDITIONING AND HEATGo M m N Cc O U h- W AIR CONDITIONING: 0 WATTS 0 WATTS o •~ w r- P, �' 7D wu> o O n O cnLn V fes) d I f- S O N r`7 u7 CENTRAL ELECTRIC SPACING HEATING: 0 WATTS (X 0.65) 0 WATTS w fir? LESS THAN FOUR SEPARATELY CONTROLLED 0 WATTS (X 0.65) 0 WATTS W ELECTRIC SPACE HEATING UNITS: 0 Uo � o FOUR OR MORE SEPARATELY CONTROLLED 0 WATTS (X 0.45) 0 WATTS o 0 0 0 0 ELECTRIC SPACE HEATING UNITS: o a o o m O O Q G U *NOTE: USE THE LARGER OF THE AIR CONDITIONING OR THE DIVERSIFIED DEMAND OF THE HEATING LOAD. v " ~ c "' o OTHER LOADS C� s-� O O OCD ¢ ti —� O w Q WATTS OR CIRCUIT WIRE 3 VOLT-AMPS AMPACITY SIZE a ~> w GENERAL LIGHTING: (1,293 x 3) 3,879 15A 14-2 Q z M o o z SMALL APPLIANCES: (0 X 1,500) 0 N/A N/A bb o o � S I. o RANGE: 0 N/A N/A QCD a Nw o N J li cl Y N DISHWASHER: 0 N/A N/A U u - W w �.y f`1 n � 6> > � d O-O G �1 0 0 0 0 0 0 � � a N o GARBAGE DISPOSAL: 0 N/A N/A UI Cr)Q7 J G O O J WASHER: 0 N/A N/A o u o z nLLJ DRYER: 0 N/A N/AME Ln 0 FURNACE: 0 N/A N/A o ° V) WATER HEATER: 0 N/A N/A Q NE ll � 3 879 a� ol o o � c � Q o = w CnLn o �O o� �o oCD CD CD CD o 0 0 0 �� wn C� ALL Z � L1J c O un 2 z o a' a- O _ FIRST 10kW OF OTHER LOADS @ 100%: = 3,879 2 o C, v � � o x o ym =v o ` H N J Li.u U O O C Q U C REMAINDER OF OTHER LOADS @ 40%: (0 x 0.40) = 0 _ .E E o N N N o o U _ ELECT. LOAD cALc/CIRCUIT scHED. U H In Q N J li O N N 0 0•-` �J d L N O AIR CONDITIONING OR HEAT FROM ABOVE: = 0 SCALE 1/4" = 1'-oT TOTAL CALCULATED LOAD: : = 3,879 SERIAL #,ORDER # PAGE : REQUIRED SERVICE SIZE: (3,879 / 240) = 16 AMPS INSTALLED PANEL SIZE: = 200 AMPS 0*10374 STATE/TPIA APPROVAL STAMP R.A. OR P.E. ELECTRICAL NOTES: Y. Q O 1 , RECEPTACLES SHALE BE ARRANGED SO THAT AT NO POINT ALONG THE WALL SHALL_ THE DISTANCE TO A RECEPTACLE BE MORE THAN 6'-0' EXCEPT AT KITCHEN COUNTERTOPS t r- li5a 7 �4 U WHERE RECEPTACLES SHALL BE PLACED NO MORE THAN 4 APART. s t07f;749 a1 ,� M 1 45 7 >7 WARNING IT IS A VIOLATION OF ARTICLE 145 OF THE NYS 2. AT LEAST ONE RECEPTACLE SHALL BE INSTALLED IN HALLWAYS OF 10 — 0 OR MORE IN LENGTH. EDUCATION LAW FOR ANY PERSON TO ALTER ANYM••, DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL O ENGINEER,UNLESS THE PERSON IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER 3. ANY WALL 2' IN LENGTH OR GREATER REQUIRES A RECEPTACLE (HABITABLE SPACE ONLY), c o Nwa 4. ALL COUNTERTOP RECEPTACLES AND SWITCHES TO MEASURE 44" TO BOTTOM OF BOX 15. COMBINATION SMOKE DETECTOR AND CARBON MONOXIDE DETECTORS MAY BE USED. o FROM FINISHED FLOOR (BOX HEIGHTS ARE APPROXIMATE). 16. HEAT DETECTOR TO BE INSTALLED IN ALL ATTACHED GARAGES. § U) N. W 5. WALL SWITCHES TO MEASURE 48" AND RECEPTACLES TO MEASURE 14" TO BOTTOM OF 17. HEAT AND SMOKE DETECTORS TO BE HA 1 � I HARDWIRED AND INTERCONNECTED COMMERCIAL U BOX FROM FINISHED FLOOR (BOX HEIGHTS ARE APPROXIMATE), POWER IS PROVIDED, IF POWER IS SUPPLIED BY OWN MEANS (WIND, SOLAR, ETC. ) JUST Da BATTERY POWER IS REQUIRED PER R314. 6 OF THE 2020 RESIDENTIAL CODE OF U °a 6. ALL RECEPTACLES TO BE GROUNDED TYPE, NEW YORK STATE. W o 7. AN ARC—FAULT BREAKER IS REQUIRED FOR ALL 15 AMP AND 20 AMP CICUITS 18. BATH FANS MUST BE VENTED TO EXTERIOR, IF NATURAL VENTING IS NOT PROVIDED. SUPPLYING OUTLETS LOCATED WITHIN A DWELLING UNIT, INCLUDING THE SMOKE ALARMS 19. ADDITIONAL CIRCUITS MAY BE ADDED OR DELETED AS FLOOR PLAN OR SALES 8, A GFCI BREAKER OR LISTED TAMPER RESISTANT TYPE GFCI RECEPTACLE IS REQUIRED, BUT CONTRACT DICTATE. NOT LIMITED TO, ALL CIRCUITS SERVING ALL COUNTERTOP OUTLETS (2017 NEC 210. 52) 20. CIRCUITS FOR LAUNDRY, FURNACE AND WATER HEATER INSTALLED IN PANEL BY 9, A GFCI BREAKER OR LISTED TAMPER RESISTANT TYPE GFCI RECEPTACLE IS REQUIRED, BUT MANUFACTURER WHEN CRAWL SPACE OPTION IS USED. CIRCUITS ARE INSTALLED BY NOT LIMITED TO, ALL CIRCUITS SERVING ALL BATHROOM OUTLETS (2017 NEC 210. 52) BUILDER w/FULL BASEMENT. 10. A LISTED TAMPER RESISTANT TYPE EXTERIOR WEATHER—PROOF GFCI OUTLET IS REQUIRED 21 , RECESSED LIGHTING FIXTURES WHEN INSTALLED IN THE BUILDING ENVELOPE MUST BE TO BE LOCATED AT BOTH THE FRONT AND REAR OF ALL DWELLING UNITS (2017 NEC TYPE IC RATED, WITH NO PENETRATIONS BETWEEN INSIDE FIXTURE AND THE CEILING 210.52E). OUTLET MUST BE AT GRADE LEVEL. CAVITY, AND GASKETED OR SEALED TO PREVENT LEAKAGE; OR, TYPE IC OR NON—IC RATED INSTALLED INSIDE A SEALED BOX, 11 . SMOKE DETECTORS ARE REQUIRED AT THE HOLLOWING LOCATIONS: 22. `�/ATER HEATER IS IN THE EXIST — 11 . 1 . IN EACH SLEEPING ROOM EXISTING STRUCTURE (ON SITE) 11 . 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY 23. STEEL PROTECTORS SHALL BE USED " 11 .3. STUDY ED TO PROTECT CABLES LESS THAN 1 . 25 FROM THE 11 . 4. EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE NEAREST EDGE IN ALL FRAMING MEMBERS. ATTICS, BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. 12. SMOKE DETECTORS TO BE DIRECTLY CONNECTED TO LIGHTING CIRCUIT WITH NO 24. NON — METALLIC SHEATED CABLE SHALL BE TYPE NM— B W/GROUND. O INTERVENING WALL SWITCH. 25, CONDUCTORS AND ELECTRICAL EQUIPMENT SHALL BE LABELED OR LISTED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. THE EQUIPMENT SHALL BE SUITABLE Ln �� 13. SMOKE DETECTORS MOUNTED ON CEILING OR WALL PER CODES & LISTING, NEPA 72, AND FOR LOCATIONS AND USE IN COMPLIANCE WITH ITS LABEL AND LISTING, 0--) ARE TO BE INTERCONNECTED SO THAT IF ONE IS ACTIVATED ALL WILL BE ACTIVATED. C) 0 14. CARBON MONOXIDE DETECTOR MOUNTED ON CEILING OR WALL PER CODES W LISTING. m Q WHEN MORE THAN ONE CARBON MONOXIDE DETECTOR IS REQUIRED, THEY MUST BE _ INTERCONNECTED SO THAT IF ONE IS ACTIVATED ALL OTHERS WILL BE ACTIVATED. w O J � 1<>-- o w Q Q = I O O n in uO O O O o � W _ Q Q O � O (D w� SCO w� O �� QO c 0 w �W L 0u0 a r _j C) QI c� ICD L� ELECTRICAL NOTES SCALE: 3/8" = 1'-0" SERIAL #/ORDER # PAGE #: 0*10374 ELN BUILDER'S RA/PE TO DESIGN FOUNDATION TO THE LOADS STATE/TPIA APPROVAL STAMP R A. OR P.E. STAMP LISTED. APPROVED AND INSPECTED BY THE LOCAL BUILDING BUILDER INSTALLED HOLD DOWN FROM FOUNDATION TO o INSPECTOR., STUDS > 7,452 LBS. [SUGGESTED SIMPSON HD9B] MIN. (3) 2 X 6 WALL Q oro 0 0 FOUNDATION SHALL BE DESIGNED BY A DESIGN STUDS. FASTEN STUDS TOGETHER W/ (2) ROWS OF 16d COMMON 00 N N U PROFESSIONAL WITH KNOWLEDGE OF LOCAL SOILS NAILS @ 10" O.C. PLY-TO-PLY p r-' M � >. � -! i4 ; U CONDITIONS. THIS PLAN IS MEANT ONLY TO COMMUNICATEd- THE DIMENSIONAL AND LOADING INFORMATION TO THE BUILDER INSTALLED HOLD DOWN FROM FOUNDATION TO > p^M W I I B- . "ANCHOR o DESIGN PROFESSIONAL SO THE FOUNDATION DESIGN JS STUDS > �9923 LBS. SIMPSON HD12 W/ 1 1/8 [ ] WARNING: EDUCAANY COORDINATED WITH THE REQUIREMENTS OF THE MODULAR MIN. (4) 2 X,6 WALL STUDS. FASTEN STUDS TOGETHER W/ (2) ROWS DOCUMENNTTTHAT LAW FOR ARS THE SEAL OF ALTER PROFESSIONAL 04 O OF 16d COMMON NAILS @ 8" O.C. PLY-TO-PLY ENGINEER,OF UNLE LI ENSEDHE PROFEON IS SSIONAL ACTING ENGINNDER THE � r \ BUILDING. DIRECTION OF A LICENSED PROFESSIONAL ENGINEER (� v c/' o � Nwafi., I I I I 56'-71/" V) 33'-7%" I 23'-0" w 56'-2" s 4'-2" 52'-0" I i EXISTING FOUNDATION I J I UNDER EXISTING ADJACENT 8 * o a STRUCTURE oa 16'-5Y" 4'-3" I 13'-OY" W o D SIDEWALL# ANCHOR BOLTS (TYP.) pHiql 1111 UPLIFT UPLIFT 1/2" @ 72" 0. C. OR 5/8" @ 72" O.C. I -2sa1# J-2881# 1473# L L 1473# L L OR EQUAL HEAR CONN. OF 3,192 LBS) I 1659# Dl 1659#D.L --_---------_ REQUIRED SUPPORT POST I- -r S 2 --- -- ------------- - -----J L---- __- CANTILEVER FLOOR JOISTS 016' O.0 FOR STUD COLUMN ABOVE ' • H Lf1 LLL OWER • 895 T.L.PLF 2x SILL PLAT 895 T.L.PLF • CL A- --- ---------- ----------------- ---- m - ----- ----------- /CO 625 T.L.PLFn4Y4 -------- -------- -INTEGRAL PILASTERS OR EQUAL REQ IRED @ 10'-0" 8" EXISTING O.C. WHEN BACKFILL EXCEEDS 4' 0" IN HEIGHT FOUNDATION WALL 2'-6" 5Y4"(SEE CODE AUTHORITY FOR LOCAL EQUIREMENTS) NCRETE FOOTING I I18"! I I / I I I co / I 12'-5Y" f I\7'-3Y" 7'-0" 5'-5Y2" 7'-2" 7'-2" 7'-1Y" ? I J o O w u� I w 14z • '-3Y" 19'-9" Q I I �� � I \ HOLD DIM. UPLIFT336 PLIFT I WCL # HOLD DIM. Y-2992# w1820 3,475# I I d V M # �I I 5,509# i 3,066o I -----, ------� ------ ------, . p oM / ° N 5,160# I I CV 498#Ln L Co LL GARAGE SLAB -------i--C�i- - -- E? ------ .e--i -- ---fl-- - =I • N I i m J O N ,� I 5,160 ; 4,558#-, o L 5,175rJ L----- I I M ----- 62\ F----- _ M Z I UPLIFT I 1773, Jac,' SUPPORT PIER I �_\ I � N N N o • -2186# i 6" i & FOOTING `~ 9G3# I I }� C� M N C"l LLJ O —O I I --- - X5 6 N I F- � - -- _ _ o) U O Q I I CONCRETE FLOOR 1820 59,1 I N �-- O O \ �, _ I • / oU, 3,066# OJUPLIFT OUZQ UPLIFT -1336# MZ/ 2992#:mk O J Icif co O = Q c Np I QLu O W N = Z N O I I \\ UPLIFT 4t —1 W I 43'-8Y2" -1078# I v � L�j� 4Y I 8" EXISTING FOUNDATION WA-L \ 8-g 2 1� Q Ln N p fnLn -I L------------------ - -------- -- -- -------------\_� �2,519 I------i a I� Z �O �� ori A /HOLD LOLn WER 895 T.L.PLF 625 T.L PLF \ i W .� ---------- ------------------------------------ ------------- ------------ -R \ -- --# 13 4„ 0 ` I -a UPLIFT vj 38'-6" T L --- -1078#79> Ec • (� o = SIDEWALL#2 ANCHOR BOLTS TYP. i w o cJ 1/2" @ 72" 0. C. OR 5/8" @ 72" O.C. PORCH SLA B I w o w Q (OR EQUAL SHEAR CONN. OF 3,192 LBS) w c' `� u� ------------ -- z 45-0" 11'-2" O f— 56'-2" w o 771 F-- Q Q u� w w z cn 0 wU � L BUILDER INSTALLED HOLD DOWN FROM FOUNDATION TO BUILDER INSTALLED HOLD DOWN FROM FOUNDATION TO THE FOUNDATION, OR ANY PART OF THE FOUNDATION, IS NOT PROVIDED BY ICON. THIS A- STUDS > 6,725 LBS. [SUGGESTED SIMPSON HD9B] MIN. (3) 2 X 6 WALL B-� STUDS > 8,696 LBS. [SUGGESTED SIMPSON HD12 W/ 1 1/8"ANCHOR] w = U FOUNDATION PLAN IS FOR DIMENSIONAL REFERENCE ONLY. ALL FOUNDATION NOTES ARE FOR REFERENCE ONLY. IT IS THE INDEPENDENT BUILDER'S RESPONSIBILITY TO HIRE A STUDS. FASTEN STUDS TOGETHER W/ (2) ROWS OF 16d COMMON MIN. (4) 2 X 6 WALL STUDS. FASTEN STUDS TOGETHER W/ (2) ROWS CD z �Ln C) �_ r- Q o LICENSED PROFESSIONAL ENGINEER ("PE") TO DESIGN, SUPERVISE THE CONSTRUCTION OF, NAILS @ 11" O.C. PLY-TO-PLY OF 16d COMMON NAILS @ 9" O.C. PLY-TO-PLY -j w C L� -L- r� z AND INSPECT ALL ASPECTS OF THE FOUNDATION PRIOR TO THE INSTALLATION (SETTING) Q o r� w � o W �Iw or- �� CDC/7 �� JO OF THE MODULAR COMPONENTS. FOUNDATION WALLS, FOOTINGS, COLUMNS, PIERS, = Q ED CD = STEEL BEAMS AND SLAB NEED TO BE DESIGNED AND CONSTRUCTED TO MEET STATE AND/OR LOCAL BUILDING CODES USING EXISTING SOIL ANALYSIS. IT IS THE INDEPENDENT BUILDER'S RESPONSIBILITY TO INSTALL THE SILL PLATE AND TERMITE SHIELD, FOUNDATION PLAN ICON ASSUMES NO RESPONSIBILITY FOR ERRORS IN THE CONSTRUCTION OF THE SCALE; 1/4" = 1'-0° FOUNDATION. ANY AND ALL DIMENSIONS ARE TO BE CHECKED AND VERIFIED (AGAINST SERIAL ORDER # PAGE #: THE FINAL SERIAL NUMBERED FLOOR PLAN "INDEPENDENT BUILDER COPY") BY INDEPENDENT BUILDER AND IT'S PE PRIOR TO FOUNDATION CONSTRUCTION. THE A INDEPENDENT BUILDER MUST CONTACT ICON WITH ANY DISCREPANCIES PRIOR TO 0 ,410374 1®374 THE START OF CONSTRUCTION OF THE MODULAR COMPONENTS. �,.. ALL WALL AND CEILING FINISHES TO HAVE A FLAME SPREAD INDEX OF 200 OR LESS STATE,TPIA APPROVAL STAMP a OR P.E. , .,v , ,. J 04/13/22 Filll - [ C M WARNING ITIS A VIOLATION OF ARTICLE 145 OF THE NYS O O EDUCATION LAW FOR ANY PERSON TO ALTER ANY SON—SITE CONNECTION REQUIRED C) DOCUMENT THAT SEARS THE SEAL OF A PROFESSIONAL ALL ON-SITE CONNECTIONS AF?E ENGINEER,UNLESS THE PERSON IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER FEOUIFED TO BE VEFZIFIED 51" I--I THE CONSTfzUCTION SUFERVISOR O Q SEE PAGES RAFTER CALCS, SW1, TR2, SE5, N W AND FND FOR ON-SITE CONNECTIONS Cn W RIDGE VENT & SHINGLE 2X4 RIDGE BOAFD U CAPS FIELD INSTALLED u SEE PAGE TR2 INoa 0 oa ARCH ASPHALT SHINGLES SET FOR CONNECTIONS OVER 15# FELT PAPER (MIN) W o ON 7/16" OSB SHEATHING ARCH ASPHALT SHINGLES FASTEN PER F-i W EFER TO RAFTER cAEcuEATioN R905.2.5 OF THE 2020 RESIDENTIAL CODE I ZI OF NEW YORK STATE 12 12 REFERENCE PAGE TR 1 & TR2 OF SET 8 8 SEE PAGE TR2 IN FOR SPACING AND SPECIFICATIONS cj�P�\o\,S SET FOR CONNECTIONS Gp� FLIP EAVE OVERHANG ��oRF���R a N 2x8 SPF #2 CEILING PERIMETER ICE SHIELD CONSISTING OF AT LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER _ - ° OR A WATERPROOF MEMBRANE SHALL EXTEND FROM ALUM. DRIP EDGE _____ ------ THE EAVE'S EDGE TO A POINT 24" INSIDE THE 11 EFER TO RAFTER CALCULATIONS �FTER CALCULATIONS UYYYY EXTERIOR WALL LINE. 1/26 SUB. W/ ALUM. FASCIA----' OR 1x6 CEDAR FASCIA R-51 (R-30 INSULATION 2X8 MIN SPF #2 2x2 LEDGER \-5/8" DRYWALL INSTALLED DBL 2X6 TOP PLATE, STUD GRADE w/VAPOR BARRIER + CEILING GIRDER OR JOIST HANGERS w/ADHESIVE ONLY (VORAMER VENTED SOFFIT _ COMPRESSION R-21 INSULATION ABOVE) MB-3022/VORAMER ME-3044 R-21 INSULATION STRIP (CONT.) DBL 2X4 TOP PLATE, ADHESIVE. CONTINOUS 3/8" BEAD � STUD GRADE 7/16" OSB SHEATHING 1/8" STRUCTURAL SHEATHING 2X6 SPF STUD GRADE @ 16" O.C. .- _ = EXTERIOR FINISH OVER AIR INFILTRATION CERTIANTEED MONOGRAM ((( 1/2" DRYWALL �BARRIER OVER 7/16" AGENCY RATED SHTG DOUBLE 4 CLAPBOARD _ '_ PAPER ON EXTERIOR OF THE HOUSE "WATER RESISTIVE BARRIER" VINYL SIDING PER THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 1/2" DRYWALL 2X4 SPF #2 @ 16" OC 2x6 SPF #2 BOTTOM PLATE GRADE TO SILL PER DBL. CAULKING BEAD ENTIRE PERIMETER OF EXT. WALLS _ LOCAL REQUIREMENTS UED & NAILED)T & G O.S.B. (GL2X4 SPF#2 BOTTOM PLATE SEE PAGE SE5 FOR FLOOR BAND TO SILL PLATE CONNECTIONS. 00>- (GLUED w w TOP OF SILL PLATE J 6 �Ln S 2X10 SPF #2 @ 16" O.C. FLOOR JOIST 2X10 SPF #2 @ 16" O.C. FLOOR JOIST R-19 INSULATION W/ VAPOR BARRIER =III= 1=1 I (FIELD SUPPLIED AND INSTALLED) 2X6 MIN SPSILL-/ I=1 1=III- I_I=III-III- #2 PRESSURE TREATED -III=III=11' GRADE C� -III=III=III 2x2 LEDGER °III=III=III= u E:)-111 I= OR JOIST HANGERS e -III "I11- m Q I_III III= =,I (4) 2X10 SPF#2 FLOOR GIRDER. SEE PAGE ANCHOR BOLT OR MIN APPROVED FASTENER °I=, 1' o = SE5 FOR CONNECTIONS ON-SITE BY OTHERS W C) O 3/8"X6"x9" MINLj O77, STEEL PLATEQ o E Q i- � zN ACL i- U) d STEEL SUPPORT CDLUMN (SIZED BY OTHERS) SEE FOUNDATION PLAN FOR SPACING O FOUNDATION WALL, FOOTINGS, DRAINAGE, ETC DESIGNED BY BUILDER PER LOCAL CODES C-) CDo AND LOCAL SOIL CONDITIONS CONCRETE FLOOR V CL d• • d ° 1 � REBAR MAY BE REQUIRED\ W _ O (PENDING SOIL CONDITIONS) LOLLY COLUMN/FOOTING W = O o w w �I— �Ln O ALL wUn w6� O �LL_ LLJ= Q ori > W �� cwCD wok -CL 0U-) CL JO Q L-) U O 7- 8/12 CROSS SECTION SCALE 3/8n = 1'-0° FIRE BLOCKING INSTALLED IN CONCEALED SPACES OF WOOD FRAMING PER R302.11 AND WITH APPROVED MATERIALS PER R302.11.1 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE SERIAL ORDER a PAGE #: ALL VAPOR RETARDERS TO BE INSTALLED PER MANUFACTURES INSTRUCTIONS. ALL SITE INSTALLED C! PENETRATIONS INTO BUILDING ENVELOP SHALL BE SEALED AS REQUIRED BY CHAPTER 11 (ENERGY EFFICIENCY) 0*10374 El OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND SHALL BE INSPECTED ON-SITE BY LOCAL BUILDING OFFICIAL 110 c ME ALL WALL AND CEILING FINISHES TO HAVE A FLAME SPREAD INDEX OF 200 OR LESS STATE/TPIA APPROVAL STAMP RA. OR P : jMl �, °fir 04/13/22 00 o Q ao ,r �� f aid' WARNING IT IS A VIOLATION OF ARTICLE 145 OF THE NYS EDUCATION LAW FOR ANY PERSON TO ALTER ANY *ON-SITE CONNECTION REQUIRED DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL Q ENGINEER,UNLESS THE PERSON IS ACTING UNDER THE ALL ON-SITE CONNECTIONS 4RE U w DIRECTION OF A LICENSED PROFESSIONAL ENGINEER FSE OU I F-RE D TO BE VERIFIED 5T' 7 ►-+ THE CONSTRUCTION 5UPEF:VSOF O SEE PAGES RAFTER CALCS, SW1, TR4, SE5 N W a �' AND FND FOR ON-SITE CONNECTIONS vs In Li I o RIDGE VENT & SHINGLE U CAPS FIELD INSTALLED D u * oa SEE PAGE TR4 IN rh ARCH ASPHALT SHINGLES V o a SET FOR CONNECTIONS OVER 15# FELT PAPER (MIN) u� 0 11V) ON 7/16" OSB SHEATHING ARCH ASPHALT SHINGLES FASTEN PER I F--� V) ATTIC EAVE BAFFLES INSTALLED PER SECTION R905.2.5 OF THE 2020 RESIDENTIAL CODE R402.2.3 OF THE 2020 ENERGY / / \\ OF NEW YORK STATE CONSERVATION CODE OF NEW YORK STATE / / \ . SEE PAGE TR4 IN REFERENCE PAGE TR3 & TR4 OF SET 12 S / 6-1 1/2x18" LVL \ 12 SET FOR CONNECTIONS FOR SPACING AND SPECIFICATIONS O / ' \ RIDGE BEAM R-38HD INSULATION 48 W/ VAPOR BARRIER FLIP EAVE OVERHANG �o �\ 5/8" DRYWALL INSTALLED OI`-SITE BY OTHERS PER TABLE R702.3.5 ��� ICE SHIELD CONSISTING OF AT LEAST TWO D OF THE 2020 RESIDENTIAL CODE LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OF NEW YORK STATE �((( D OR A WATERPROOF MEMBRANE SHALL EXTEND FROM ALUM. DRIP EDGE �_ \ , THE EAVE'S EDGE TO A POINT 24" INSIDE THE ---_- =i EXTERIOR WALL LINE. 1/26 SUB. W/ ALUM. FASCIA OR 14 CEDAR FASCIA DBL 2X8 TOP PLATE, STUD GRADE 2-1 1/2x14" LVL COMPRESSION THRUST BEAM R-24 (R-30 COMPRESSED) INSULATION VENTED SOFFIT STRIP (CONT.) DBL 2X6 TOP PLATE, STUD GRADE 7/16" OSB SHEATHING 2X6 SPF STUD GRADE @ 16" O.C. ' 2X8 SPF STUD GRADE @ 16" O.C. EXTERIOR FINISH OVER AIR INFILTRATION CERTIANTEED MONOGRAM R-21 INSULATION ----- BARRIER OVER 7/16" AGENCY RATED SHTG DOUBLE 4 CLAPBOARD o PAPER ON EXTERIOR OF THE HOUSE "WATER RESISTIVE BARRIER" VINYL SIDING J— PER THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 1/2" DRYWALL 2x6 SPF #2 BOTTOM PLATE 2x8 SPF #2 BOTTOM PLATE GRADE TO SILL PER cc DBL. CAULKING BEAD ENTIRE PERIMETER OF EXT. WALLS LOCAL REQUIREMENTS N = 3/4" T & G O.S.B. r (GLUED & NAILED) SEE PAGE SE5 FOR FLOOR BAND TO SILL PLATE CONNECTIONS. o� 0 00JLn TOP OF SILL PLATE Q �� 2X10 SPF #2 @ 16" O.C. FLOOR JOIST N 2X10 SPF #2 @ 16" O.C. FLOOR JOIST O R-19 INSULATION W/ VAPOR BARRIER =III=III=IIFIELD SUPPLIED AND INSTALLED =1 == GRADE D iI=III—III= ( ) 2X6 MIN SP#2 PRESSURE TREATED SILL =III=III—I I' -III—I_II=III 2x2 LEDGER °III=III=III- v, OR JOIST HANGERS -III III-' m Q i-IIIIII=� �I=,1 (4) 2X10 SPF#2 FLOOR GIRDER. SEE PAGE ANCHOR BOLT OR MIN APPROVED FASTENER-`/ ill o = SE5 FOR CONNECTIONS ON-SITE BY OTHERS w CD C� 3/8"X6"x9" MINC� __j z �>- �O LJ STEEL PLATE Q o N i- UU STEEL SUPPORT COLUMN (SIZED BY OTHERS) °°. SEE FOUNDATION PLAN FOR SPACING O FOUNDATION WALL, FOOTINGS, DRAINAGE, ETC DESIGNED BY BUILDER PER LOCAL CODES D W z AND LOCAL SOIL CONDITIONS CONCRETE FLOOR ° � z J L- <: Q � W Moll w U 0 CL REBAR MAY BE REQUIRED m L (PENDING SOIL CONDITIONS) LOLLY COLUMN/FOOTING Lv = w O (D w� O O w C/7 L`''_, LL_ ch� z wQ oto > L � �� oO wok r- � � J o U-) �— zW Q� v c-) o i 8/12 VAULTED CROSS SECTION SCALE 3/8" = 1'-0" FIRE BLOCKING INSTALLED IN CONCEALED SPACES OF WOOD FRAMING PER R302.11 AND WITH APPROVED MATERIALS PER R302.11.1 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE SERIAL #/ORDER # PAGE ALL VAPOR RETARDERS TO BE INSTALLED PER MANUFACTURES INSTRUCTIONS. ALL SITE INSTALLED PENETRATIONS INTO BUILDING ENVELOP SHALL BE SEALED AS REQUIRED BY CHAPTER 11 (ENERGY EFFICIENCY) Oi 0374 cjE2 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND SHALL BE INSPECTED ON-SITE BY LOCAL BUILDING OFFICIAL STATE/TPIA APPROVAL STAMP R A. OR ALL WALL AND CEILING FINISHES TO HAVE A FLAME SPREAD INDEX OF 200 OR LESS 04/13/22 _5 h C)'o (t U u O: WARN NIT IS A VIOLATION OF ARTICLE 145 OF THE NYS 0 in EDUCATION LVIOLATIONAW FOR ANY PERSON TO ALTER ANY *ON-SITE CONNECTION REQUIRED DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL ENGINEER,UNLESS THE PERSON IS ACTING UNDER THE ALL ON-SITE CONNECTIONS 4FE r DIRECTION OF A LICENSED PROFESSIONAL ENGINEER `RE0JIFEF_) TO EE VERIFIED 5)' THE CON&TFLIGTION 5UF=EFVI5OF, o QI SEE PAGES RAFTER CALLS, SW1, TR2, SE5, N Z AND FND FOR ON-SITE CONNECTIONS RIDGE VENT & SHINGLE-" 2X6 RIDGE BOARD CAPS FIELD INSTALLED _ju SEE PAGE TR2 IN C).j ARCH ASPHALT SHINGLES SET FOR CONNECTIONS P R90525 OF THE 2020 RESIDENTIAL CODE u OVER 15# FELT PAPER (MIN) ON 7/16" OSB SHEATHING ARCH ASPHALT SHINGLES FASTEN PER OF NEW YORK STATE 12 12 REFERENCE PAGE TRI & TR2 OF SET 8 8 SEE PAGE TR2 IN FOR SPACING AND SPECIFICATIONS SET FOR CONNECTIONS FLIP EAVE OVERHANG 2x8 SEE #2 CEILING PERIMETER ICE SHIELD CONSISTING OF AT LEAST TWO LAYERS OF UNDFRLAYMENT CEMENTED TOGETHER ALUM. DRIP EDGE OR A WATERPROOF MEMBRANE SHALL EXTEND FROM HE EAVE'S EDGE TO A POINT 24" INSIDE THE EXTERIOR WALL LINE. 1/26 SUB. W/ ALUM, FASCIA----" OR 1x6 CEDAR FASCIA \\-5/8" DRYWALL MECHANICALLY 2X6 TOP PLATE, STUD GRADE COMPRESSION FASTENED AND w/ADHESIVE VENTED SOFFIT STRIP (CONT.) (VORAMER MB-3022/VORAMER ME-3044 ADHESIVE. CONTINOUS 7/16" OSB SHEATHING 3/8" BEAD 2X6 SPF STUD GRADE @ 16" O.C. EXTERIOR FINISH OVER AIR INFILTRATION CERTIANTEED MONOGRAM BARRIER OVER 7/16" AGENCY RATED SHTC DOUBLE 4 CLAPBOARD PAPER ON EXTERIOR OF THE HOUSE "WATER RESISTIVE BARRIER" VINYL SIDING PER THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 1/2" DRYWALL 2x6 SPF #2 BOTTOM PLATE DBL. CAULKING BEAD ENTIRE PERIMETER OF EXT. WALLS SEE PAGE SE5 FOR FLOOR BAND TO SILL PLATE CONNECTIONS. ti C)o w� Uj FOUNDATION WALL, FOOTINGS, DRAINAGE, ETC 2X6 MIN SP#2 PRESSURE TREATED SILL Ln q_ DESIGNED BY BUILDER PER LOCAL CODES -Ln 0 AND LOCAL SOIL CONDITIONS CONCRETE FLOOR _11FIll III-III I I 1=1 I 1=1 117711=FI'I-F,Rl I- I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 117711 cf) < =dII=II1=I I=111=11 11 REBAR MAY BE REOUIRED 11-1-1 I= (PENDING SOIL CONDITIONS) I =IIIIII=III 1 __j w �__ >- 3:CD LLj JEI 11 1-1= 11 < CL 1111- CL (f� cf) (J-) 0 <c U-) (:D U-) L L,j L=) _j LLJ LLJ CD (D -:t- LJ LL_ =F-_ �E Ln (:D <:c L.J cnw LL- ch- N-) = a_ = LJ L�j <T_ >_ILL-I L� =D c� E - 2- 0 u� L� _1 C) zj� c3 iu Ic) L_ 8/12 GARGE CROSS SECTION SCALE: 3/8' = T-0' FIRE BLOCKING INSTALLED IN CONCEALED SPACES OF WOOD FRAMING PER R302.11 AND WITH APPROVED MATERIALS PER R302.11.1 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE SERIAL #/ORDER # PAGE #: ALL VAPOR RETARTO BE D PER MANUFACTURES ALL SITD PENETRATIONS INTOEBILDING ENVELOPESHALL BE SEALED AS REOUIRED IIBY CHAPTER 11E(ENERGYFICIENCY) 0#10374 k.)EV. OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND SHALL BE INSPECTED ON-SITE BY LOCAL BUILDING OFFICIAL STATE,rPIA APPROVAL STAMP R.A. °RPE. ALL WALL AND CEILING FINISHES TO HAVE A FLAME SPREAD INDEX OF 200 OR LESS SiA�"a.. K;...,,• 04/13/22 � NNU 6 D024" ALJMINUM FLASHING ,� N 00 :......Y.., ILI U 07Fi; MOISTURE BARRIERC)Ivs STUD WALL WARNING:IT IS A VIOLATION OF ARTICLE 145 OF THE NYS -- EDGE OF FLASHING UNDER SHINGLES EDUCATION LAW FOR ANY PERSON TO ALTER ANY *ON-SITE GONNECTION REQUIRED Is•l DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL ENGINEER,UNLESS THE PERSON IS ACTING UNDER THE ALL ON-SITE CONNECT I ONS 4RE C7 SIDING DIRECTION OFALICENSED PROFESSIONAL ENGINEERREQUIRED TO BE �/ERIFIED 51 7� EXT. SHEATHING THE CONSTRUCTION SUPERVISOR �10 p C - SEE PAGES RAFTER CALCS SW1 TR5 SE5 -------------- 0.024" ALUMINUM FLASHING AND FND FOR ON-SITE CONNECTIONS C!1 M SHINGLES „ UNDERLAYMENT PROOF SHEATHING s METAL FLASHING I O SHINGLES ROOF TO WALL FLASHING_ U DETAIL �V \ '\ v\/ —ROOF DECKING 0.1 o \\ �\ 2X4 RIDGE BOARD I Iy, UDl RIDGE VENT & SHINGLE * SEE PAGE TR5 IN CORROSION RESISTANT -,METAL � \ \\ MIN 24" WIDE OR CAPS FIELD INSTALLED SET FOR CONNECTIONS\ (2) PLIES OF MINERAL' \ \ SURFACED ROLL ROOFING \ STUD WALL BOTTOM LAYER 18° WIDE MIN ARCH ASPHALT SHINGLES FASTEN PER TOP LAYER 36" WIDE M!N. R905.2.5 OF THE 2020 RESIDENTIAL CODE VALLEY FLASHING DETAIL 12 12 OF NEW YORK STATE * SEE PAGE TR5 IN FLIP EAVE OVERHANG 8 8 SET FOR CONNECTIONS 2x8 SPF #2 CEILING PERIMETER ICE SHIELD CONSISTING OF AT LEAST TWO ALUM. DRIP EDGE �-_ LAYERS OF UNDERLAYMENT CEMENTED TOGETHER YVYREFER TD RAFTER CALCULATIONS OR A WATERPROOF MEMBRANE SHALL EXTEND FROM 1/2x6 SUB. W/ ALUM. FASCIA-- -' ITHE EAVE'S EDGE TO A POINT 24" INSIDE THE OR 1x6 CEDAR FASCIA �R-51 (R-30 INSULATION EXTERIOR WALL LINE. w VAPOR BARRIER +, w/ DBL 2X6 TOP PLATE, STUD GRADE OMPRESSION VENTED SOFFIT TRIP (CONT.) R-21 INSULATION ABOVE) /� R-21 INSULATION \ \ 5/8" DRYWALL INSTALLED 7/16" OSB SHEATHING w/ADHESIVE ONLY (VORAMER 2X6 SPF STUD GRADE @ 16" O.C. MB-3022/VORAMER ME-3044 \ +� EXTERIOR FINISH OVER AIR INFILTRATION CERTIANT A ADHESIVE. CONTINOUS 3/8" BEAD \\ \ EED MONOGE M BARRIER OVER 7/16 AGENCY RATED SHTG EXTERIOR SHEATHING DOUBLE 4 CLAPBOARD o - PAPER ON EXTERIOR OF THE HOUSE "WATER RESISTIVE BARRIER" \ -• SHINGLES VINYL SIDING \ PER THE 2020 RESIDENTIAL CODE OF NEW YORK STATE KICK OUT FLASHING \ �Y ` _ 1/2 DRYWALL ROOF DECKING 2x6 SPF #2 BOTTOM PLATE \s , GRADE TO SILL PER DBL. CAULKING BEAD ENTIRE PERIMETER OF EXT. WALLS y' LOCAL REQUIREMENTS = MOISTURE BARRIERSEE PAGE SE5 FOR FLOOR BAND TO SILL PLATE CONNECTIONS. ° \� /-3/4" T & G O.S.B. �\ \ STUD WALL o / (GLUED & NAILED) o0 0> TOP OF SILL PLATE v Ln w i 6 N � o� 2X10 SPF #2 @ 16" O.C. FLOOR JOIST � 7_1 rJ 110 R-19 INSULATION W/ VAPOR BARRIER �� MIN 1 0 = = 1 IIII (FIELD SJPPLIED AND INSTALLED) III=III=III= GRADE 1=1 II w 1 1=1 I = -IIII I II-11I °I_I1=III=1_II- � =Ill illllllla 2X6 MIN SP#2 PRESSURE TREATED SILL -III=III-' J Q I I ANCHOP BOLT OR MIN APPROVED FASTENER l ,l' o \ o STEP FLASHING DETAIL \ U J LLJ I< o O w Q • �� - N > � W n v) - EXT. SHEATHING 0.024" ALUMINUM STEP FLASHING Z FELT PAPER • � FOUNDATION WALL, FOOTINGS, DRAINAGE, ETC ° DESIGNED BY BUILDER PER LOCAL CODES ti U Li-J o AND LOCAL SOIL CONDITIONS ° C z I- Q Q LLJ SHINGLES C) Cn ROOF DECKING - w ­j(-) � n J REBAR MAY BE REQUIRED o W U STUD WALL �- (PENDING SOIL CONDITIONS) DRIP EDGE GUTTER o Ln O w(_/D w(7) U VKICK OUT FLASHING LL QCD W - w o� =D aw - � OCD ter- JO Q v o w 8/12 SINGLE WIDE CROSS SECTION SCALE: 3/8" = T-OA FIRE BLOCKING INSTALLED IN CONCEALED SPACES OF WOOD FRAMING PER R302.11 AND WITH APPROVED MATERIALS PER R302.11.1 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE SERIAL "i ORDER " PAGE ": ALL VAPOR RETARDERS TO BE INSTALLED PER MANUFACTURES INSTRUCTIONS. ALL SITE INSTALLED PENETRATIONS INTO BUILDING ENVELOP SHALL BE SEALED AS REQUIRED BY CHAPTER 11 (ENERGY EFFICIENCY) O 1i 037 OE4 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND SHALL BE INSPECTED ON-SITE BY LOCAL BUILDING OFFICIAL STATE/TPIA APPROVAL STAMP R.A. OR PF iP. lrlr ',. ` � :,... It. 04/13/2 ���) ROOF SHEATHING TO BE MIN. 7/16"O.S.B. (BLOCKED) FASTENED W/8d 1310)NAILS 6"EDGE/12"INTERMEDIATE 1'// .WITHIN 8'-0"OF ENDWALL EE CALCULATIONS FOR NOTE: (6)NAILS PER SHINGLE 00 0O SHEATHING SUCTION FASTENING AT APPROPRIATE ZONES. _ '.i � ;� I Q' r N N U Q U DETAIL A ' '° sr � W .,.. .ori c ( ) WARNING IT L A VIOLATION OF ARTICLE LT OF THE NYS *ON-SITE C O N n I C C o O^ REQUIRED E Q IDE D EDUCATION LAW FOR ANY PERSON TO ALTER ANY CONNECTION I V L I V I\L V I\ � Q �� 20 GA. GALV. STRAP w/ 3 DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL AL� ON_ ITE CONNECT IONS ARE g%4 •• n O / 8d NAILS EACH END OF STRAP ENGINEER,UNLESS THE PERSON IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER REQUIRED TO BE VERIFIED B)- � 'x �...I TOP PLATE SPLICES SHALL BE MIN. 5'-0" (OR EQUAL CONNECTION OF 577#) TNI= CONSTRUCTION SUPERVISOP � O QI W/(2)ROWS OF 16d(0.162"X 3.5")NAILS 0 w FACE NAILED @ 4"0. C. N w a DETAIL B-1 ENDWALL MODULE TO MODULE cn DETAIL B-2 USE 8d (.131 0) NAILS @ 12" O. C. DETAIL B — THROUGH BOTTOM PLATE �' ' u, ATTACH SHEATHING W/ 16 GA. STAPLES r _ s 10" O. C. OR EQUAL CONNECTION OF 103 LBS.) ZT, v UPLIFT CONNECTION FIRST FLOOR STUD TO FLOOR BAND D u MIN. FLOOR DIAPHRAGM SHEATHING REQUIREMENTS MINIMUM OF * o a 19/32"0. S. B. (BLOCKED)W/10d NAILS @ 4 0. C. (4) 16 GA. STAPLES THROUGH FULL EDGE/12"0. C. INTERMEDIATE WITHIN 3'-0"OF ENDWALLS HEIGHT OSB SHEATHING INTO WALL STUD w 16d NAIL TOENAILED @ 2" O. C. :. U OR SIMPSON LTP4 @ bo ° o (ON SITE BY SET CRE W) i SECTION DOWN SECTION DOWN SIDEWALL ENDWALL 1/2"ANCHOR BOLTS TO BE 25" O. C. OR 5/8"ANCHOR BOLTS TO BE 40" O. C. USE 8d (.131 0) NAILS @ 12" O. C. (MAXIMUM 1'-0" FROM CORNERS) THROUGH BOTTOM PLATE DETAIL B-2 ATTACH SHEATHING W/ 16 GA. STAPLES FIRST LEVEL ENDWALL #1 CONNECTIONS @ 10" O. C. (OR EQUAL CONNECTION OF 103 LBS.) UPLIFT CONNECTION FIRST FLOOR STUD TO FLOOR BAND MINIMUM OF (4) 16 GA. STAPLES THROUGH FULL HEIGHT OSB SHEATHING INTO WALL STUD FASTEN CEILING BAND TO EACH TRUSS W/(4) 10d (.131,21) NAILS EACH TRUSS USE (2) 8d NAILS TOENAILED EACH TRUSS 16d NAIL TOENAILED @ 16" O. C. (ON SITE BY SET CREW) (OR EQUAL CONNECTION FOR 1024) TRUSS TO TOP PLATE UPLIFT CONNECTION USE 8d (.131 0) NAILS @ 5" O. C. ATTACH SHEATHING W/ 16 GA. STAPLES THROUGH DBL. TOP PLATE AILS END NAILED N USE (2) 16d (.162 @ 10" O.C. (OR EQUAL CONNECTION OF 103 LBS.) PLATE Q�)) N STUD STUD TO TOP PLATE UPLIFT CONNECTION MINIMUM OF (4) 16 GA. STAPLES THROUGH FULL HEIGHT OSB SHEATHING INTO WALL STUD 1/2"ANCHOR BOLTS TO BE 72" O. C. \ \\ DETAIL A s� OR 5/8"ANCHOR BOLTS TO BE 72" O. C. J (MAXIMUM 1'-0" FROM CORNERS) DETAIL B (TRUSS CONNECTIONS) Ln �> (FIRST LEVEL SIDEWALL #1 CONNECTIONS) z J O USE 8d (.131 0) NAILS @ 12" O. C. O THROUGH BOTTOM PLATE J Q cn o = O o ATTACH SHEATHING W/ 16 GA. STAPLES O USE 8d (.131 O) NAILS @ 12" O. C. @ 10" O. C. (OR EQUAL CONNECTION OF 103 LBS.) Q?- OCD ~-- — >- THROUGH BOTTOM PLATE UPLIFT CONNECTION FIRST FLOOR STUD TO FLOOR BAND Wcn (10) 3/8" DIA. LAG SCREWS MINIMUM OF (4) 16 GA. STAPLES THROUGH FULL cn ATTACH SHEATHING W/ 16 GA. STAPLES ALONG MATE WALL [72" O.C.] (MIN. HEIGHT OSB SHEATHING INTO WALL STUD @ 10" O. C. (OR EQUAL CONNECTION OF 103 LBS.) 1" PENETRATION IN LAST BAND) CD UPLIFT CONNECTION FIRST FLOOR STUD TO FLOOR BAND SIMPSON LTP4 @ 6" O. C. O o MINIMUM OF (4) 16 GA. STAPLES THROUGH FULL (ON SITE BY SET CREW) Q Q HEIGHT OSB SHEATHING INTO WALL STUD U-) CL O Ln D 6d NAIL TOENAILED @ 16" O. C. (ON SITE BY SET CREW)) - � Oo 1/2"ANCHOR BOLTS TO BE 25" O. C. \ \\/\�/\\\/\�/ w = U _ OR 5/8"ANCHOR BOLTS TO BE 40" O. C. \\j I— vn Ln C) o� �c) (MAXIMUM 1'-0" FROM CORNERS) w 6- O 1— L`- �Q . L-j E� oO w DETAIL B-2A �`�' �� �° ocO (D �o „ �, FIRST 1/2 ANCHOR BOLTS TO BE 72 O. C. DETAIL B-1 LEVEL ENDWALL #2 CONNECTIONS) SECTION FASTENING OR 5/8"ANCHOR BOLTS TO BE 72" O. C. MODULE TO MODULE CONNECTION SCALE: 3/8" = 1'-0° (MAXIMUM 1'-0" FROM CORNERS) DETAIL BA ALONG MATEWALL) SERIAL #/ORDER # PACE #: (FIRST LEVEL SIDEWALL #2 CONNECTIONS) ( ` 0 5`w STATE APPROVAL STAMP R A OR P.E q., J- 04/ CONNECTUN : A- 1 C) 00 00 U USE 2-0,162"x35' NAILS INTO END m 0 GRAIN EACH END 4t 4 u to- -- VAlk AND CONNECTION : B- 1 .1 - ,0/8 7 A, 49 * USE 0.148"x3" NAILS 16" O.C. c u\(0) THROUGH PLATES WARNING:IT IS A MOLATION OF ARTICLE 145 OF THE N Q *USE 2-0.131 "x2.5" NAILS THROUGH SHEATHIN G EDUCATION LAW FOR ANY PERSON TO ALTER ANY Ys ON-SITE CONNECTIV "k-EOUIRE0 c) C) DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL 4LL ON-61TE C0NNECTIONS 4FE --INTO RAFTER, EACH SIDE OF FLIP BREAK ENGINEER,UNLESS THE PERSON 18 ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER FEOLflF�ED TO BE VEIRIFIEE) ST- A, OR T��E C0N5TfRLJCTI0N 5IJFEFVI50F,1 c/) \0 -7/16"x2.5", 16CA STAPLES THROUGH SHEATHING - CONNECTUN : A- 2 USE 2 INTO RAFTER, EACH SIDE OF FLIP BREAK *1 1 /2" X 26GA. STRAP 16" O.C. 2 - CONNENON : B NAILS EACH END USE 2-0.162"x3.5" NAILS THROUGH EACH OR - ------ - RAFTER INTO FLIP PLATE, END GRAIN 0 W/2-7/16"xl.5" 16GA. STAPLES, PLUS EACH END CONNECTUN : C u *USE 0.148"x3" NAILS @ 16" O.C. < _j u THROUGH RIDGE BEAM PLYS USE 4-0.162">3.5" NAILS THROUGH* 0.� TIE INTO RAFTFR, EACH END 02 CONNECTION : E USE 1 -3/8" GR. 5 BOLT PLUS -------- -),k- 4-0.131 "x2.5" NAILS THROUGH OSB * USE (2) 0.131 " x3" TOENAILS USE 2-0.162"x3.5" NAILS THROUGH CHORD GUSSET INTO RAFTER EACH SIDE BLOCK INTO RAFTER EACH SIDE (WHEN USED) OR FROM CHORD BLOCK TO PLATE 4, 5-7/15%2.5" 16GA. STAPLES THROUGH OSB GUSSET INTO RAFTER EACH SIDE CONNECTION : D A, USE 1 1 / 2 X 26GA. STRAP 6-0.131 "x2.5" NAILS THROUGH OSB W/2-0.131 %25' NAILS, EACH END GUSSET INTO RAFTER EACH SIDE OR OR W/2-7/16%25' 16GA. STAPLES, 9-7/16"x2.5" 160A. STAPLES THROUGH CONNECTION: A-1 /2 EACH END OSB GUSSET INTO RAFTER EACH SIDE USE (2) 0.131 " xY END GRAIN CONNECTION: C CONNECTION: B-1 /2 NAILS FROM PLATE TO STUD -CONNECTION : F ------ * USE 7-0.148"x3" NAILS THROUGH FLOOR SHEATHING INTO BOTTOM CHORD, EACH SIDE OF MATING LINE OR USE (2) 0.131 x3" TOENAILS 'j'If FROM BOTTOM CHORD TO PLATE USE 1 1 /2%20 CA STRAP w/4-0.131 %25' NAILS OR 5-7/16"x2.5" 16GA STAPLES, EACH END L�j Q-)Ln 0) c/ F_j C) LLJ 0 -CONNECTION: E CONNECTION: F UPLIFT CONNECTION LLJ CD >x" ————— — - ————-- __j (NI & N6) > L�J.< v cll_� CL C/-) cn LL_j _ UPLFT CONNECTIONS ( N3 N4)- UPLIFT CONNECTION' C/ (N3 N4) 0- 1 /2" X 26GA. STRAP �1 11 UPLIFT CONNECTUNS ( NI & N6) CD W/2-0.131 "x2.5" NAILS EACH END 1 /2" X 26GA. STRAP -7- OR W/2-0.131 "05' NAILS EACH END cf) L�j W/2-7/16%2.5" 16GA. STAPLES, EACH END OR GO ;11 - 4� I cf� >< W/2-7/16"x25' 16GA. STAPLES, EACH END -j 5� __j 8/12 22'-5 " WIDE GOOD TO 20#GSL 16 " O . Co ALTERNATE: W/2-0.162"x3.5" NAILS THROUGH DAND -j 0 C)-:t Lj r-, INTO BC, LNDGRAIN Ln r-- !Ei CD STORAGE RAFTER = :�4 LL Qj LL- a� _rq >_ L_Lj = ��CD PLUS a_ CD U-) 11:� C) - (_) 0 W/2-0.131 "x2.5" NAILS THROUGH SHEATHING GOOD TO 135 MPH WIND SPEED INTO BAND AND STUD, FACE NAIL 8/12 RAFTER CONNECTIONS SCALE: 1/2' = T—O" THIS TRUSS DESIGN MAY BE USED FOR LESSER SPANS PROVIDED SERIAL #/ORDER # PAGE f NO MEMBER HAS A GREATER LENGTH AND ALL CONNECTIONS APE AS SPECIFIED. 0#10374 T R- 12, STATE APPROVAL STAYP R A OR P.L.il-AV11" . N Q41 (l')kj',_- * ' j, 04/13/221 "A 11 IF f 9 0 " CDLfiG HE � CHT C) oro- ONO NN llu S- HPLOOSE PPES BU � LDER TO RUN CONNEC7ONS ON - 9TE 0 P4 4 u � NSTALL OVERHANG BLOCKS � DO NOT FLP ) mr rt SHPLOOSE EXTENDONS WARN NG:IT 19 A lAOLATION OF ARTICLE 145 OF THE NYS 0 r- EDUCIATION LAW FOR ANY PERSON TO ALTER ANY P4 -, DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL z 0 ENGINEER,UNLESS THE PERSON IS ACTING UNDER THE r ) SHPLOOSE KNEL WALLS DIRECTION OF A LICENSED PROFESSIONAL ENGINEER -!� c/) z cn 4 C) C-4 0 U T JK 3/4" '7-z 2x6 2x2 Lcj= C�- 12 12 C) U-) CD CD 2x2 R-2 C/-) 2x6 C) LL-1 10" W-21/2" ll'-21/2" 10" < U-) cl� L�j 22'-5" C/� CD 8/12 22'-5 " WIDE GOOD TO 20#GSL 16 " OOC* a,, I ' l C--) --t CD Lc-) 0 CD PANELIZED VAULTED RAFTER Q- < a: L,-j L�J cD Z�4 L�� C-) :D=D a LL LLJ L---) - SM '— I � (2. 0 22'-5" WIDE 8/12 VAULTED RAFTER SCALE: 1/2" T-0' THIS TRUSS DESIGN MAY BE USED FOR LESSER SPANS PROVIDED SERIAL #/ORDER # PACE #: TR3 NO MEMBER HAS A GREATER LENGTH AND ALL CONNECTIONS ARE AS SPECIFIED. 0*10374 STATE APPROVAL STAMP R A OR P L;"'TA'AP 04113/22. (2) CS16 W/10D NAILS (2) CS16 W/10D NAILS �� ` '� W/ 10 NAILS EACH END W/ 10 NAILS EACH END , ' Q O N RESISTING 3,088 LBS. RESISTING 3,088 LBS. CONNECTION : A- 2 o M U; �--I � ,.. �, a d- , U i$c?z. L\ Al 1/2" X 26GA. STRAP @ 16" O.C. z� >_� W/2-0.131 x2.5 NAILS EACH END ?+'�>r tm; ►��? '� ,�� �W ' WARNING:IT IS A VIOLA110N OF ARTICLE 145 OF THE NYS / OR EDUCATION LAW FOR ANY PERSON TO ALTER ANY SON-SITE CONNECTION REQUIRED W/2-7/16"x1.5" 16GA, STAPLES DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL 4LL ON-SITE CONNECTIONS 4R.E � C� �p ENGINEER,UNLESS THE PERSON IS ACTING UNDER THE r ' EACH END DIRECTION OF A LICENSED PROFESSIONAL ENGINEER REQUIRED TO SE VERIFIED E� � � THE CONSTRUCTION SUPERVISOR /v J (2) CS16 W/10D NAILS (2) CS16 W/10D NAILS N W a w W W/ 10 NAILS EACH END W/ 10 NAILS EACH END x ------ RESISTING 3,088 LBS. RESISTING 3,088 LBS. " X CONNECTION : A- 1 - USE 2-0.162"x3.5" NAILS THROUGH 00 RIDGE BEAM INTO RAFTER, ENDGRAINco ►�"� (2) CS16 W/10D NAILS (2) CS16 W/10D NAILS AND U W/ 10 NAILS EACH END W/ 10 NAILS EACH END USE 0.148"x3" NAILS @ 16" O.C. �" RESISTING 3,088 LBS. RESISTING 3,088 LBS. % THROUGH RIDGE BEAM PLYSDo * o.aJ W 00 ZO SHIPLOOSE HEADER: (2) CS16 W/10D NAILS �° (2) CS16 W/10D NAILS 3-1 1/2x9 1/4 LVL W/ 10 NAILS EACH END W/ 10 NAILS EACH ENC RESISTING 3,088 LBS. RESISTING 3,088 LBS. (2) CS16 W/10D NAILS (2) CS16 W/10D NAILS 2) SIMPSON A23 2) SIMPSON A23 W/ 10 NAILS EACH END W/ 10 NAILS EACH END EACH SIDE EACH SIDE RESISTING 3,088 LBS. RESISTING 3,088 LBS. \ X X x X HALLWAY i (2) CS16 W/10D NAILS (2) CS16 W/10D NAILS W/ 10 NAILS EACH END s IPLOOSE HDR: W/ 10 NAILS EACH ENC RESISTING 3,088 LBS. °° 4 2x10 sPF#2 RESISTING 3,088 LBS. (2) CS16 W/10D NAILS (2) CS16 W/10D NAILS W/ 10 NAILS EACH END W/ 10 NAILS EACH END CONNECTION: A-1 /2 gooRESISTING 3,088 LBS. RESISTING 3,088 LBS. 30410 --- c' L I \ (2) CS16 W/10D NAILS 3-21/8" (2) CS16 W 10D NAILS W/ 10 NAILS EACH END W/ 10 NAILS EACH ENCS RESISTING 3,088 LBS. RESISTING 3,088 LBS. o� oo w> \ w 0) )Ln Ln 3'-4" 1 -3 /4" l'-3 N � O D 2'-1 1/16" 2'-1 1/16° 6' 3'-2 1/811 6° W o U 4'-2 1/8" SHIPLOOSE WALL > Q o� Q UPLIFT CONNECTION (N1 N3) ��_ 1/2" SPACE 1/2" SPACE cl� c~n C/' N ----- ---- BUND OUT OF 2x8 o 3-1/2" DIA, LAG SCREW UPLIFT CONNECTIONS --- EACH END OF BEAM w o 16D NAILS @ 8" O.0 1 1/2" X 26GA. STRAP THRUST BEAM TO TOP PLATE w W/2-0.131"x2.5" NAILS EACH END ,------- -- z U7) �' OR O W/2-7/16"x2.5" 16GA. STAPLES EACH END ' 1 � ' 8/12 IDE - GOOD TO - 041CLD • z w U x I P ELIZEDVAULTED RAFTER zw� o �� �� �o a1`4-) 8/12 VAULTED RAFTER CONNECTIONS SCALE: 1/2' = 1'-0' THIS TRUSS DESIGN MAY BE USED FOR LESSER SPANS PROVIDED SERIAL #/ORDER # PAGE NO MEMBER HAS A GREATER LENGTH AND ALL CONNECTIONS ARE AS SPECIFIED. 010374 T -� STATE APPROVAL STAMP R A OR P.L. STAND, 01 `nag CONNECTION : A- 2 CONNECTION : A- 1 �< •r�r v�� `- 04/13/22 1 1 /2" X 26GA. STRAP @ 16" O.C. USE 2-0.162"x3.5" NAILS THROUGH ��' � Q 0 RIDGE BEAM INTO RAFTER ENDGRAIN i `� M U �W/2-0.131 "x2.5" NAILS EACH END �• »► ' :;'`` � O N AND OR / -),k- USE 0.148"x3" NAILS @ 16" O.C. W/2 7/16"x2.5" 16GA. STAPLES, �, f• ,� p M w EACH END THROUGH RIDGE BEAM PLYS WARNILNG fE A VIOLATION OF ARTICLE OF THE NYS 4 O N—SITE ( 0 N N E( I I 0 V*' �E 0 u EDUCATION LAW FOR ANY PERSON TO ALT ER ANY F I DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL ALL CN-SITE CONNE CT I ONS ARE `-' ENGINEER,UNLESS THE PERSON IS ACTING UNDER THE PE OU 11 E D TO 8 E V E R I F I E D B" V) CONNECTION : B C O N N E C T O N . C DIRECTION OF A LICENSED PROFESSIONAL ENGINEER � � o � ,__I THE CONSTRUCTION SUPERVISOR USE 5-0.148"x3" NAILS THROUGH ----- USE 1 -3/8" GR. 5 BOLT PLUS TIE INTO RAFTER, EACH END 2-0.131 "x2.5" NAILS THROUGH OSB GUSSET INTO RAFTER EACH SIDE USE (2)—#8 x 3" SCREWS THRU PLATE INTO Ilk OR EACH INSECTECTING MAIN ROOF TOP CHORD 2-7/16"x2.5" 16CA STAPLES THROUGH OSB GUSSET INTO FAFTER EACH SIDE I ° ull CONNECTION: A-1 /2 ` / J V IK /' ---- 4-0.131"x2.5" NAILS THROUGH OSB CONNECTION: B GUSSET INTO RAFTER EACH SIDE 0 - - - OR � � cn 5-7/16"x2.5" 16GA STAPLES THROUGH • OSB GUSSET INTO RAFTER EACH SIDE CONNECTION: C • -------- -------- `--- UPLIFT CONNECTION u P U ET CONNECTIONS 8/12 - 11 '-2" WIDE - GOOD TO 20#GSL - 161, O.C. - 1 1 /2" X 26GA. STRAP DECORATIVE DORMER W/2-0.131 "x2.5" NAILS EACH END X — OR# USE (2)-#8 x 3" SCREWS THRU PLATE INTO Sed,. W/2-7/16"x2.5" 16GA. STAPLES, EACH END EACH INSECTING MAIN ROOF TOP CHORD 1-11 5'-1 7/8° ' �'� 12 5 11� � 8" 5'-2 3/8° l'-3 1/4" 1'-4" 1'-4" 8 \ \6� SS/ U7� 8� 6 2 cL 0 12 2X6 1 ''-- Ln �Ln �- zXs sP#z � — 8 3'-8 3/4" 8 H— cp, _cp: N USE (2)-#8 x 3" TOE m Q SCREWS FROM EACH 2x6 SP#2 OR SPF#2 R802.4,1(2) ° VALLEY RAFTER TO PLATE w o � Lj2x8 SPF#2 2x8 SP#2 o `� zN 96 3/4" FROM 50° STRAIGHT CUT uw Li0" 11 "'-2lo" TO 40° INSIDE COMPOUND 34° z O 7 3/8" U � o L o < � _J - R- 3 .n — � Q � N 6 11/16" , W N _ O 7 1/4" o w �- 8/12 11 '-2" IDE — GOOD TO — OsCoz10 OVERHANG BLOCK 11/2NON-STORAGE R w� U-)GUSSET Po� wCD CD LATE =Cn w� Lei z �Q o� > W �� oc w �w o� � oC/� �� �O Q CD c, o 1 Ll- ll'-2" 11'-2" WIDE 8/12 RAFTER & CONNECTIONS SCALE: 1/2' = 1'-0" THIS TRUSS DESIGN MAY RE USED FOR LESSER SPANS PROVIDED SERIAL#/ORDER # PAGE #: — NO MEMBER HAS A GREATER LENGTH AND ALL CONNECTIONS ARE AS SPECIFIED. 010374 T R STATE/TPIA APPROVAL STAMP R.A. OR P.E. STAMP 0 00 00 I WARNING IT IS A VIOLATION OF ARTICLE 145 OF THE NYS 1 fit•[:iJ EDUCATION LAW FOR ANY PERSON TO ALTER ANY .«.o r w.s'+� O �%O DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL �.J O ENGINEER,UNLESS THE PERSON 19 ACTING UNDER THE r DIRECTION OF A LICENSED PROFESSIONAL ENG 4EEKIA R ,� w Nwp.. cn W 0 U = Q �V * o.� Oa 56'-2" — RESTART 16" O.C. 0 O 15'-11Y4 -4" 29'-0%" I M...� c~n 14'-3Y2" 27'-8Y4" FLOOR RIM TO JOIST u D 12'-022" 26'-4Y4" 54'-3%" �— (5)0.131"x3" NAILS INTO ENDGRAIN �I 2- LL- II II II c� II II II o II II II W II it II � CD Q II II cv N -00 = J Q N (] II CUT OUT (� ON-SITE F II BY OTHERS ( o N Q_ O W J m II II II � LL X cn Li–I r � Q Q II II II z _ c� I Q- CL x LL- II II II o m m � rho II II II m _ W II II II 1 c\1 o� II CUT OUT II II CV II ON-SITE II II r BY OTHERS Q .n————— —- ——————11 N N II II II N _ II II it � Cil N N II II II II II II 1 Z Q N o� 00 II II II m o 00 N II II II m — CUOUT W II II II _ N °o II oNTSITE II II j N s II BY OTHERS II II o r II II II � II II II II II II C)oLn II II II II II II � 0-) Ln II CUT OUT II 54'-3;1," cr 7 ON-SITELILL BY OTHERS— I ¢ N s O I c 6'-6" 12'-6Y2" o O 14'-3Y" Q, 10'-8" m Q 15-11 a" 1'-4" U W _ o U FLOOR RIM TO JOIST r �o Q RESTART 16" O.C. w z (5)0.131"x3" NAILS INTO ENDGRAIN ? �,N 45-0" ll'-2" BUMP-OUT W u� 56'-2" O 1— ^� w z nL J Q Q z cn O =D C�� zW = O Od wP� Lc-) O L- z� �o wC/) w( �O ALL Ow �W o� -� 6u/ �— JO — v o w IST STORY FLOOR FRAMING SCALE 1/4n = 1'-0" FLOOR SERIAL #/ORDER # PAGE 2X1 o SPF#2 JOISTS @ 16" o.c. 0*10374 - F 1 STATE/TPIA APPROVAL STAMP R.A. OR P.L.�ti-I* "rr' f:;lrt; 04/13/22 00 00 :...ten vs p WARNINGS IT IS A VIOLATION OF ARTICLE 145 OF THE NYS F-� O 1 F_ EDUCATION LAW FOR ANY PERSON TO ALTER ANY O DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL rTl ENGINEER,UNLESS THE PERSON IS ACr1NG UNDER THE ,• H DIRECTION OF A LICENSED PROFESSIONAL ENGINEER O �T �iwaw 1n � W U = Q �U - r� 0.1 W0 O 56'-2" CEILING RIM TO JOIST 1'-4" 1'-4" � ° (4)0.131"x3" NAILS INTO ENDGRAIN 12—6�2-@ NO GUSSET 2x2 LEDGER - --- --------- --- -------- -------- ----- --- -- �13)-1/2" x 7" LAG SCREWS (3)-1/2" x 7" LAG SCREWS 1 II ------------------------------------------------------------------------------------- POTCH I I 23'-83/a" THRUST BEAM (1)-1 �" x 14" M.L. II - °.� II n 23'-10Y4" THRUST BEAM (1)-1 s x 14" M.L. I I m 00 w co II 17'-43/4 2'-6Y" cO a o o II O a w o II o� w Q 'o In o w LLJ LL N II 21'-4%" 4'-11z' m CUT OUT W BY OTHERS2 5 ON-SITE103- O ------------- ---------- - c- � N III N N @ N W � L N w W J IIFrF \ J @Z II 00 Q 20-03/4" 2' 6Y., � � II @ N o o 23'-10%4" THRUST BEAM (1)-1 x 14" M.L. co I O II 23'-83/" THRUST BEAM (1)-1 x 14" M.L. � II 00 w> I SIMPSON 2-CS20 w/6-0.148"xl 1/2" NAILS Ln O o EACH END OF STRAP c/-)Ln N I -NOTCH (BOTTOM CHORD TO RAFTER TOP CHORD) ----I oFn Z --- ------------------------------------------------------------------------------ --------------------------- - ------------- I N `- O Q ill (3)-1/2" x 7" LAG SCREWS (3)-1/2" x 7" LAG SCREWS N w 1 I U - - N 2x2 LEDGER 0 NO GUSSET-/ m Q 6'-1 OY 12'-6Y2" rn o = Q U w o J CEILING RIM TO JOIST oo Q cf)z C/-) (4)0.131"x3" NAILS INTO ENDGRAIN 11'-2" BUMP-OUT w 45'-0" � 56'-2" Z O O o � W � Q Q un Z un O cn �O @ W O �� l� �I— v O LL z� zO w(/� w0-) O �Lw �� z ljQofd �W CDw cr-, � JO o 1ST STORY CEILING FRAMING _. I -OMIT CEILING GYP SCALE: 1/4" = 1'-0" ® L_wJ RAFTER F R A M I N(��, SERIAL b/ORDER # PAGE 2X8 SP#2 BOTTOM CHORD @ 16 0@. 0#10374 074 -� 2X6 SPF#2 RAFTER @ 16 O.C. STATE/TPIA APPROVAL STAMP H.A. OR P. „k'iAMu""` 04/13/22 ft 0000000N0 Q; U ; 1l to E •�"� M N WARNING R IS A VIOLATION OF ARTICLE 145 OF THE NYS EDUCATION LAW FOR ANY PERSON TO ALTER ANY /�/ •• u O DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL r+� ENGINEER,UNLESS THE PERSON IS ACTING UNDER THE c/) H DIRECTION OF A LICENSED PROFESSIONAL ENGINEER � 4o � . Nwaw � W U2 U RP- 1 RP-3 RP-5 °0.4 a s 10'-4" W o 7'-6Y° 6'-8” 9'-6 - 1'-3%" 1'-3Y4" 1'-3Y4" LL_ 0 i f� z � C) w cj) Q Q o SHIPLOOSE W Z T FS-M06 CL CL W 24'-2 4" SHIPLOOSE VAULTED RIDGE BEAM 3-1 2" x iI; M.L. LLLLJI V I u� Q N D, J L_j L__j L Ji N o SHIPLOOSE � j FS-MO6 cl- C w� o w Ln CL �) U�Ln �I o Ll o � o J U-) C-) T 7'-6Y4" 1'-3Ya" 6'-8" 1'-3Y4" 1'-3%" 9'-6" ip" W C-) 10'-4" w} zO Q RP-2 RP-4 RP-6 LLJ z oN z 0 � o n�n 11J z ILL J I Q Q Y W 0 l U / �� z w Q wr� L �Ln 0 �LL wC� LL � Q_ a_ w �W o� oCI7 �� �O Q v C-) I o I E -- 2ND STORY CEILING FRAMING -OMIT CEILING GYP —- SCALE: 1/4" = 1'-0n SERIAL ORDER # PAGE #: 0#10374 F 2' I STATE/TPIA APPROVAL STAMP K.A. r"�" Sit""�/I'; l 11 WINDOWS + DOORS REQUIRED TO MEET A DP +/-44 RATING (ZONE 5 - EDGE) 04/13/22 WINDOWS + DOORS REQUIRED TO MEET A DP +/-35 RATING (ZONE 4 - FIELD) 000 N (� - EGRESS WINDOW ° u WINDOW TESTING AND LABELING IN COMPLIANCE WITH AAMA/WDMA/CSA 101/I.S.2/A440 PER R609.3 OF 2020 RESIDENTIAL CODE OF NEW YORK STATE LOCATED ON EACH WINDOW WITH A STICKER/LABELWARNING:IT IS x o WINDOW ANCHORING TO BE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND EDUCATION FOATIONOFONTOALTER ARTICLE 145 THE NYS Q EDUCATION LAW FOR ANY PERSON TO ALTER ANY MEET THE REQUIRMENTS SET FORTH IN R609.7 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE DOCUMENT THAT BEARS THE SEAL OFAPROFESSIONAL "p ENGINEER,UNLESS THE PERSON IS ACTING UNDER THE H DIRECTION OF A LICENSED PROFESSIONAL ENGINEER WINDOW MULLIONS IN ACCORDANCE WITH AAMA 450 PER R609.8 OF 2020 RESIDENTIAL CODE OF NEW YORK STATE LOCATED ON EACH WINDOW WITH A STICKER/LABEL 4 Z w Nwa PROTECTION OF OPENINGS IN WIVD BORNE DEBRIS cn REGIONS PER SECTION R301.2.1.2, NOT PROVIDED BY ICON V) W U = DOOR AND WINDOW SCHEDULE rr��� oa WINDOWS CLEAR OPENING CLEAR OPENING V s DESCRIPTION ROUGH OPENING AREA LIGHT WIDTH EACH HEIGHT EACH VENT U-FACTOR SHGC QTY TOTAL AREA u� w ANDERSEN 400 SERIES AWNING A351 41 3/8" X 24 5/8" 6.80 4.9 36.188 0.000 1.60 0.29 0.31 1 6.80 1 • ANDERSEN 400 SERIES TILT-WASH DOUBLE HUNG TW30410 38 1/8" X 60 7/8 15.90 11.2 33.875 26.250 6.20 0.31 0.31 7 111.30 • ANDERSEN 400 SERIES TILT-WASH DOUBLE HUNG TW3056 38 1/8" X 68 7/8" 17.99 12.9 33.875 30.250 7.14 0.31 0.31 2 35.98 TOTAL AREA: 154.08 a- SKYLITE CLEAR OPENING CLEAR OPENING DESCRIPTION ROUGH OPENING AREA LIGHT WIDTH EACH HEIGHT EACH VENT U-FACTOR SHGC QTY TOTAL AREA VELUX FS S01 30 1/16" X 45 3/4" 9.55 6.8 0.000 0.000 0.00 0.44 0.26 2 19.10 TOTAL AREA: 19.10 z EXTERIOR DOORS CLEAR OPENING CLEAR OPENING u� Q Q DESCRIPTION ROUGH OPENING AREA LIGHT WIDTH EACH HEIGHT EACH VENT U-FACTOR SHGC QTY TOTAL AREALLJ > z THERMA-TRU (SINGLE DOOR W/ (2) 12" SIDELITES) 64 3/8" X 82 1/2" 36.88 9.5 33.313 79.250 18.34 0.25 0.17 1 36.88 TOTAL AREA: 36.88 THIS SCHEDULE IS FOR SHIPLOOSE WINDOWS AND DOORS THAT WILL BE PROVIDED BY ICON LEGACY Q N 6U 00 AND WILL NEED TO BE INSTALLED TO MANUFACTURES INSTRUCTION BY OTHERS AND INSPECTED BY LOCAL BUILDING OFFICIAL SHIPLOOSE WINDOWS AND DOORS NOT INSTALLED BY ICON LEGACY DOOR AND WINDOW SCldEDUEE WINDOWS CLEAR OPENING CLEAR OPENING DESCRIPTION ROUGH OPENING AREA LIGHT WIDTH EACH HEIGHT EACH VENT U-FACTOR SHGC QTY TOTAL AREA ANDERSEN 400 SERIES TILT-WASH DOUBLE HUNG TW30410 38 1/8" X 60 7/8" 15.90 11.2 33.875 26.250 6.20 0.31 0.31 1 15.90 0> Cx� ,L, TOTAL AREA: 15.90 6 0Ln 0 EXTERIOR DOORS CLEAR OPENING CLEAR OPENING o DESCRIPTION ROUGH OPENING AREA LIGHT WIDTH EACH HEIGHT EACH VENT U-FACTOR SHGC QTY TOTAL AREA m o THERMA-TRU (SINGLE DOOR) 3068 (<50% GLASS) 38 3/8" X 82 112" 21.99 5.5 33.313 79.250 18.34 0.25 0.17 1 21.99 TOTAL AREA: 21.99 _ c� LLJ CD U v Q� 00 �Q -�03 W cn in I- UD 6 z REMOVE THIS SECTION , -- --4--- DOOR FLASHING: f- f ` ------ 6 1. NSTALL SELF-STICKING RUBBERIZED FLASHING OVER THE SUB-FRAME AT THE BOTTOM SILL OF Li--Jo KRAP INTO,_„(��'hRAP INTO II� oveNlNc ,-....,OPCNING { 4 DOOR Q Q NOTE: 2. INSTALL DOOR PER MANUFACTURERS INSTALLATION INSTRUCTIONS (J-) w \�/ F & � SIDE TOP SELF-STICK RUBBERIZED FLASHING STARTS IN DOOR NAILING FLANGE, THEN GOES u O ` vrtAP INTO - A 3 ' t 3 OUT OVER SUB FRAME, THEN WRAPS BACK TO 3. RUN A STRIP OF SELF-STICKING RUBBERIZED FLASHING ON TOP OF THE NAILING FLANGE DOWN � O 1 OPENING WALL SHEATHING PLANE AND EXTENDS OUT THE SIDES OF THE DOOR AND OVERLAPPING THE BOTTOM SILL FLASHING. U o i. i ` i. r UNDER SIDING (THE SILL FLASHING STARTS J c- C11,1a 2 i m UNDER THE NAILING FLANGE, THEN IS INSTALLED - Z 14. INSTALL TOP .,TRIP OF SELF-STICKING RUBBERIZED FLASHING ON TOP OF THE NAILING FLANGE m-_ THE SAME THE SIDE & TOP FLASHING) ACROSS THE TOP OF THE WINDOW OVERLAPPING THE SIDE FLASHING. L = U C) CD twl r ' ' 5. INSTALL METAL CAP FLASHING OVER THE TOP FINISH TRIM BOARD _�I- cn O Li z w(/-) w6> U �LL- Q:�� z WINDOW FLASHING: a 6. LAP THE TOP STRIP OF WATER RESISTIVE BARRIER DOWN OVER THE TOP STRIP OF RUBBERIZED o O w WATER RESISTIVE BARRIER: FLASHING AND THE VERTICAL LEG OF THE METAL CAP FLASHING. TAPE THE 45° SEAMS. W Q o o t- y 1. INSTALL SELF-STICKING RUBBERIZED FLASHING OVER THE SUB-FRAME AT THE SILL OF WINDOW i 7. THRESHOLD FLASHING 1. INSTALL WATER RESISTIVE BARRIER HORIZONTALLY IN A SHINGLE LIKE t. FASHION, OVERLAPPING SUCCEEDING COURSE BY A MIN. OF 2". 2. INSTALL WINDOW PER MANUFACTURERS INSTALLATION INSTRUCTIONS i . 7 4' I CONTOUR DOOR & WINDOW SCHEDULE 2. CUT WATER RESISTIVE BARRIER AT WINDOW / DOOR R.O. AND WRAP 3. RUN A STRIP OF SELF-STICKING RUBBERIZED FLASHING ON TOP OF THE NAILING FLANGE DOWN ,' O FLASHING R.O. WITH WATER RESISTIVE BARRIER. THE SIDES OF THE WINDOW AND OVERLAPPING THE SILL FLASHING. SCALE: 114" = T-0" 4. INSTALL TOP STRIP OF SELF-STICKING RUBBERIZED FLASHING ON TOP OF THE NAILING FLANGE i 1 SERIAL q/ORDER N PAGE #: 3. CUT ATA 45° ANGLE TEMP. TACK THIS FLAP UP OUT OF THE WAY ACROSS THE TOP OF THE WINDOW OVERLAPPING THE SIDE FLASHING r 5. LAP THE TOP STRIP OF WATER RESISTIVE BARRIER DOWN OVER THE TOP STRIP OF RUBBERIZED O#1®374 DWS FLASHING AND THE VERTICAL LEG OF THE METAL CAP FLASHING, TAPE THE 45° SEAMS. TABLE R602,31 TABLE R602.5(1) STATE TPIA APPROVAL STAMP FASTENING ) R.A. OR P.E.PsrAl, , •,,,,���. SCHE ULE FASTENING SCHEDULE-continued ;�.•- ` �' r04/13/22 NUMBER AND TYPE ITEM DESCRIPTON OF BUILDING ELEMENTS NUMBER WD TYPE OF FASTENERg6-` SPACING AND LOCATON C{f ' ITEM DESCRIPTCN OF BUILDING ELEMENTS J ER AND TQ P SPACING AND LOCATON 3-16d box (31/2" x 0.135"); a ��� l°'��r iF�f 00 OC) Roof 24 2" g bfloa to joist a girder 2-16d common (3Y" x 0.162") Blind and face nail 4-&j box (2Y2" x 0.113") or 3-16d box (3/2" x 0.135"); a f t 2 ,/' >' ' N N U 3-8d box (2Y(2Y2" x ") or); a 25 2" planks (plank &beam - floor &roof) At each bearing, face nail � r � (i` °.w� � � i 1 Blocking between ceiling joists or rafter to top plate Toe nail 2-16d corrrxn (3/" x 0.162") 3-10d box (Y x 0.128"); or t• r O 1 V _ 3-164 cormicn (3Y" x 0.162"); a i •,° �� �' a 3-3" x 0.131' nails z1:rx y 26 Band a rim joist to joist 4-10 box (3' x 0.128'); a M )° jo 4-3" x 0.131''nails; or End nail � � .07t,757 4-8d box (2Y" x 0.113") a ,,,, 2 Ceiling joists to top plate 3-Sol cora x0. 2Yz" x 0.131"; or � t.a-130 x t-, w ( ) Per joist, toe nnil 4-3" x 14 go staples, %6" crownx�dy� O O 3-1Od box (3 x 0.128); a WARNING IT IS A VIOLATION OF ARTICLE 145 OF THE NYS " '•°"� /'� ii 3-3 x 0.131 nails 20d common�4 x 0.192"); or Nall each layer as follows: 32 o.c. EDUCATION LAW FOR ANY PERSON TO ALTER ANY F--1 O at tap and bottom and staggered. DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL O Cedln joist not attached t0 parallel rafter, las over 4-104 box (3 x 0,128"); a ENGINEER,UNLESS THE PERSON IS ACTING UNDER THE 3 g P 3-16d common 3Y x 0.162); or Face nail 1011 box (3 x0,128"); or 24' o.c. face nail at top and bottom DIRECTION OF A LICENSED PROFESSIONAL ENGINEER �U-I partitions [see Section R802.5.2 and Table R802.5.21 ( 2 Built-up girders and beams, 2-inch lumber 3" x 0.131" nails staggered on opposite sides 4-3" x 0.131' nails 27 layers 9g 00 Ceiling joist attached to parallel rafter (heel joint) And: � x w 4 Table R8025.2 Face nail 2-20d comrrxn (4" x 0.192"); a [see Section R80252 and Table R802.5.2] Fare nail at ends and at each splice N w a 3-lOd box (3' x 0128"); a 4-1Dd box (3" x 0.128"); or 3-3" x 0.131"nails C/) 5 Collor tie to rafter, face nail or 1Y4" x 20 ga. ridge strap to 3-10d common (3" x 4-3" 0.148"); or Face nail each rafter „ rafter x 0.131" nails 4-16d box (3/ x 0.135'); or 3-16d corimm (3Y" x 0.162"); or „ 28 Ledger strip supporting joists a rafters At each joist or rafter, face nail 3-16d box nail, (3Y2 x 0.135' ; a 4-10d box (3' x 0.128"); or 6 Rofter or roof truss to plate 2 toe nails on one side and 1 toe nail 3-10d caTrrlon Wads (3 x 0.1 '); a 4-3" x 0.131"roils on poslte side of each rafter or w 4-10d box (3" x 0.128'); a °� 4-3" x 0.131" nails truss 2-10d box (3' x 0.128"); or � o 29 Bridging or blocking to joist 2-8d corrrncr (2Y" x 0.131"); or Each end, toe nail 4, _ 4-16d (3Y" x 0.135"); or 2-3" x 0.131' nails U 3-1 Od common (3' x 0148'); or Q 4-10d box (3" x 0.128"); or Toe nail SPACING CF FASTENERS * 0 _a Roof rafters to ridge, valley or hi rafters or roof rafter 4-3" x 0.131" nails DESCRIPTO�I NUMBER AND Intermediate (� 9 Y P ITEM obi V °o.1 7 OF BUILDING ELEMENTS TYPE OF FASTENER Edges (inches)e `STI/ to minimum 2" rid e beam (inches)' supportsc., W g 3-16d box 3Y2" x 0.135"); or Inches 2-16d common (3Yz" x 0.162"); or End nail Wood structural ones, subfloor, roof and interior wall sheathing to framin and particleboard wall sheathing to framtin 3-1Od box (3" x 0.128"); or q g po y g 3-3" x 0.131" nails rsee Toble RE02.3(3) for wood structural panel 61aia-wall sheathing to wall framing] Wall 6d comm (2" x 0.113") nail (subfloer, wall)' 16d caTlTun 3Y" x 0.162" 24" o.c. face nail 30 / Y" ( ) 3 " - 8d comrrxxn (:%" x 0.131") nail (roof); or 6 12' 8 Stud to stud (not at braced wall ponds) 1 O box (3" x 0.128"); or RSRS-01 (2 YE' x 0.113") nail (roof)1 16" o.c. face nail 19 8d common (.Yz' x 0.131") nail (roof); a f 3" x 0131" nails � ' „ 31 /32,: - 1" R�aRS-01 (23E' x 0.113") nail (roof)i 6 12 � LL_ 16d box (3Y x 0.135"); or 9 Stud to stud and abutting studs at intersecting will corners �� � 12" o.c. face nail m 3 x 0131' nails 10d canna S, x 0.148" nail; or (at braced wall panes) ( 1 „ ) 32 1%' - 1/4 8d 2Y" x 0.131") deformed nail 6 12f 16d caTnrorl 3/2 x 0.162' 16" o.c. face nail ( 2 10 Built-up header (2" to 2" header with Y' spacer) 16d camlon (3Y2" x 0162") 16" o.c. each edge face nail Other wall sheathirg9 16d box (3Yz" x 0.135") 12" o.c. each edge face nail lY" galvanized roofing nail, %6" head 5-8d box (2Yz" x 0.113"); or 33 )12" structuralcellulosic fiberboard diameter, or 1%" long 16 go .staple 3 6 11 Continuous header to stud 4-8d common (2Y2" x 0.131"); or Toe nail swith /6' or 1' crown 4-10d box (3" x 0.128") 16d common (3Y" x 0.162") 16" o.c. face nail 2%3" structural cellulosic 1Yz" galvanized roofing nail, %6° head 10d box (3' x 0.128'); a 34 f erboard sheathing Wthdian /1r, or 1%" long 16 ger .staple 3 6 ? W 12 Top plate to top plate 9 3" x 0.131" nails 12' o.c. face nail with /6 a 1' gown _O _� J - C/D Q Q r• 35 Y2" gyps,-Imo sheathing' tY;; galvanized roofing nail; stople galvanized, 7 7 W 8-16d common (3 x 0.162); or Face nail on each side of end joint 1/ long; 1/4 screws, Type W or S = CL 13 Doublet ate splice 12-16d box 3 2" x 0.135'); a minimum 24" la s Ilce lencfh each w 0 p p 12-10d box 3" x 0.128' a ( P p J s "" 4 13/" galvanize]roofing nail; staple galvanized, W side of end joint) 36 /8 gyp um sheathing 1%" long; 1%" screws, Type W or S 7 7 12-3" x 0.131" nails Wood structural panels, combination subfloor underlayrnent to framing (continued 6d deformed2 x 0.120" nail; or 37 Y4" and less 8d common (2Y" x 0.131)) nail 6 12 TABLE R602.3(1)-continued 38 %" 8d common (2Y-,- 1" � FASTENING SCHEDULE 8d deformed (22•" x 0.120') nail 6 12 ITEM DESCRIPTCN OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER°,b` SPACING AND LOCATONI _ 1 1Od common (3" x 0.148") nail; or N C 39 1/ 1/0. 8d defamed(2Y" x'0.120") nail 6 12 w \ N N 16d comrmn (3Y" x 0.162") 16" o.c. face nail Bottom plate to joist, rim joist, band joist or 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. Q N 6> 00 14 blocking (not at braced wall panels) 16d box (3)/2" x 0.135'); or 12" o.c. face nail S' x 0.131' nails continued, C)o N rq Bottom plate to joist, rim joist, band joist or 3-16d box (3Y2" x 0.135"); or 3 each 16" o.c. face nail 15 blocking (at braced wall panel) 2-16d common (3)/2" x 0.162"); or 2 each 16" o.c. face nail 4-3" x 0.131" nails 4 each 16" a.c. face nail 4-8d box (2Y�"� x 0.113') or 3-16d box (3Y2" x 0.135'); or 4-8d cornmon,(2J/2" x 0.131"); or Toe nail 4-10d box (3' x 0128); or 16 Top abottom plate tostud 4-3" x0.131" nails1 "Unless noted elsewhere In the permit set calculations manufacture's installation instructions �> 3-16d box (3Y' x 0.135"); or I 2-16d common (3Y2" x 0.162); or J LP 3-1Odbox (3 x0.128); or End nail or the code, fastening -equirements shall be per Table R602. 3(1 ) of the 2020 Residential Code 3-3" x 0.131 nails I O 3-1 Cd box (3" x 0.128"); or of New w Y�/o r k State 17 Top plates, laps at corners and intersections 2-16d common (3Y" x 0.162"); or Face nail ~ 3-3" x 0.131" nails 3-8d box (2Y2" x 0.113"); or m Q 18 1" brace to each stud and plate 2-8d carman (2Y" x,0.131"); or Face nail 2-1Od box�3" x 0.128); or a. Nails are smooth-coninion, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing connections shall have minimum w o � 2 staples 1/4' average bending Field strengths as showty 80 ksi for Shank diameter of 0.192 inch (20d common nail), 90 ksi for sliallk diameters larger than 0.142 inch but U 1 Z 3-8d box (2Y2" x 0.113"); or - w,Q 2-8d caTT>,o, (2Y" x 0.131'); a not larger than 0.177 incl, and 100 ksi for shank diameters of 0.1=1?' inch or less. > 19 1" x 6" sheathing to each begin � ¢? �c-,,] g g 2-1Od box (3" x 0.128"); or Face nail ? cn in 2 staples, 1" crown, 16 go., 13/4" long b. Staples are 16 gage wire and have a ini11imain 1�-ulcll on diameter crown width- � 3-8d box (2Y2" x 0113"); or c. Nails shall be spaced at not more than 6 in(lles on center at all supports where spalls are 48 inches or greater. 3-Sd common (2Y2 x 0.131"); or 3-10d box 3' x 0.128"); or d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically_ o 3 staples, 1' crown, 16 go., 1%" long e. acing of fasteners not included in this table shall be based on Table R602.3 ? � 20 1" x 8" and wider sheathing to each bearing W1der than 1 x 8 Face nailLLJ l3 - 4� 4-8d box (2)/2" x 0.113") or f. Where the ultimate design wind speed is 130 nlph or less, halls for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced S � z 3-8d cam on (2Y2 x 0131 ); or 3-10d box (3' x 0.128); or inches on center, Where the ultimate design Wind speed is greater than 130 mp11, nails for attaching panel roof sheathing to intermediate supports shall be C� � 4 staples, 1" crown, 16 ga., 13/4" long spaced d inches on center for minimum 48-incl, distance from ridges, eaves and fable end Nvalls, and 4 inches oil center to vable end wall framing. U" t Floor ( ), g, Gypsum sheathing? shall conform to ASTM C 1396 and shall be installed ill accordance with GA ?53. Fiberboard sheathing shall conform to ASTM C ?M o 4-8d box 2Y2" x 0.113" a 21 Joist to sill, to plate or girder 3-8d carman (2)12 a J" x 0.131"); Toe nail 11. Spacing of fasteners Ion floor sheathing panel edges applies to panel el supported by framing members and required blocking and at floor perimeters only- �o 3-1 Cd box (3" x 0.128"); or .� 4' �• y. 3-3" x 0.131 nails Spacing of fasteners on roof sheathing panel edges applies to ,panel edges supported by f aniulg members and required blocku'le. Blocking of roof or floor �L 8d box (2Y2" x 0.113") 4" o.c. toe nail w W S z � Rim joist, band joist a blocking to slf or top sheathing panel edges perpendicular to the framing members need not be provided except as rewired b�� other provisions of this Code. Floor pei`iilletel' shall be o� cn Ln � � o� �� 22 8d box (2Y" x 0.131"); or w U LL_ plate(roof applications x s also) 10d box (3 x 0.128'); or 6" o.c. toe nail supported by* framing members or solid blocking. L "' �I� z 3" x 0.131" nails r QLLJ a� > o �� J O 3-8d box (2Y" x 0.113"); a i. �niere a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule, provide two toe nails on one side of the rafter and toe nails fi'onl _ C, o 23 1" x 6" subfloor or less to each joist 2-8d common,(2Y" x,0.131"); or Face nail the ceiling joist to top plate ill accordance krith this schedule. The toe nail oil the opposite Side of the rafter shall not be required. 3-10d box (3' x 0.128"); or 2 staples, 1" crown, 16 ga., 1 Y4" long FASTENING SCHEDULE + �continued� t SCALE: 1/4" = 1'-0' SERIAL #/ORDER N PAGE #: 0*10374 STATE/TPIA APPROVAL STAMP R.A. OR P.E. ST1AM'­-' '•1,,1,,f TABLE R602.3(2) 4' 3t: .L'Ir ` l� 04/13/22 ALTERNATE ATTACHMENTS TO TABLE R602.3(i ) % Q o O o SPACING" OF FASTENERS r h c'0 to 00 °O N U ?:. � � N NOMINAL MATERIAL THICKNESS DESCRI PT ON 4' OF FASTENER AND LENGTH �< t't.''` �-+ Edge Intermediate supports (inches) tc [j . '^ d) (orches) U (inches) (inches) t ` ,_. ..� ;:.� 0.' � d' 9 ?117 rt1 M Wood structural panels Subbloor, roof and wall sheathing to framing and particleboard wall sheathing to framing ��, }�t-110 o^w Staple 15 ga. 1 3 4 8 WARNING:IT IS A VIOLATION OF ARTICLE 145 OF THE NYS EDUCATION LAW FOR ANY PERSON TO ALTER ANY DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL Up to Y2 0.097 - 0.099 Nail 24 3 6 ENGINEER,UNLESS THE PERSON IS ACTING UNDER THE ��.hJ� WW ' ` DIRECTION OF A LICENSED PROFESSIONAL ENGINEER Staple 16 ga. 1 / 3 6 F- 0.113 Nail 2 3 6 TABLE R702.3.5 w MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD AND GYPSUM PANEL PRODUCTS N W a 1%32 and 8 Staple 15 and 16 ga. 2 4 8 vl 0.097 - 0.099 Nail 2Y4 4 8 THICKNESS OF MAXIMUM SPACING OF i MAXIMUM Staple 14 a. 2 4 g GYPSUM CRIENTA�ION OF FASTENERS (inches) P g GYPSUM BOARD OR SPACING OF s BOARD OR SIZE OF NAILS FOR APPLI CAT ION W Staple 15 ga. 1%4 3 6 GYPSUM PANEL APPLICATION GYPSUM PANEL FRAMING TO FRAMING" � 2%2 and %4 1 PRODUCTS PRODUCTS TO MEMBERS a , �"� o 0.097 - 0.099 Nail 2/ 4 8 (inches) FRAMING (inches o.c.) Nails Screws � U Staple 16 ga. 2 4 8Ju Staple 14 go, 24 4 8 Application without adhesive 0r�rhh o 1 Ceilin Perpendicular 16 7 12 13 gage, 11/" long, 1 64" head; 0.098" diameter, V 0.113 Nail 2/ 3 6 g P 1 Staple 15 o. 24 4 8 1/4 long, annular-ranged, or 4d cooler nail, p g Wall Either direction 16 8 16 0.080" diameter, 13/" long, %2" head 0.097 - 0.099 Nail 2Y 4 8 Ceiling Either direction 16 7 12 13 age, 13�" long, 164" head; 0.098" diameter, I SPACING" O- FASTENERS 1Y4'� long, annual-rin ed; 5d cooler nail 0.086" NOMINAL MATERIAL THICKNESS DESCRIPTIONa,b O- FASTENER AND LENGTH 1 Ceiling Perpendicular 24 7 12 (inches inches Edge Bad of panels diameter, 16" long, 64" head; or gypsum inches) (inches) Wall Either direction 24 8 12 (inches) inches) board nail, 0.086" diameter, 1 8" long, %32" Wall Either direction 16 8 16 head. Floor underlayment; plywood-hardboard-particleboard -fiber-cernant ' head; 0.098" diameter, 13 age, 1 6" long, 1 64" Fiber-cement Ceiling Either direction 16 7 12 � 1% long, annular-ringed; 6d cooler nail, 0.092" 3d, corrosiiPerendicl on-resistant, ring shank nails diameter, 1 %" long, 4" head; or gypsum board (finished flooring other than tile) 3 6 Ceiling puar 24 7 12 nail, 0.0915" diameter, 1%" long, /4" head. Staple 18 ga., / long, Y4 crown Type X at (finished flooring other than the 3 6 5 garage ceiling1 /" long 6d coated nails or equivalent drywall g ) g beneath Perpendicular 24 6 6 screws. Screws shall comply with Section 4 1 R702.3.5.1 1/4 long x .121 shank x .375 head diameter corrosiion-resistant 8 8 habitable rooms (galvanized or stainless steel) roofing nails (for the finish) 13 age, 15Y8" long, 1%4" head; 0.098" diameter, 1 4 long, No. 8 x .375 Head diameter, ribbed wafer-head screws Wall Either direction 24 8 12 3 1 long, annular-ringed; 6d cooler nail, 0.092" (for the finish) 8 8 diameter, 1%" long, Y4" head; or Gypsum board Wall Either direction 16 8 16 nail, 0.0915" diameter, 1%" long, r�/4" head. Plywood 1Y4 ring or screw shank nail-minimum �aplication with adhesive Y4 and %6 12% ga. (0.099") shank diamter 3 6 Ceiling Perpendicular 16 16 16 Same as above for 3/" gy)sum board and gyp- Staple 18 ga., %, %6 crown width 2 5 Wall Either direction 16 16 24 sum panelproducts 11 3 15 1 1Y4 ring or screw shank nail-minimum e Ceiling Either direction 16 16 16 1 5 /32, /a, /2, and / 12% go. (0.099") shank diamter 6 8 Y2 or 6 Ceiling Perpendicular 24 12 16 Same as above for / and / gypsum board and gypsum panel products, respectively. 1Y4 ring or screw shank nail-minimum Wall Either direction 24 16 24 1/2 / 23/32 and 4 12% ga. (0.099") shank diamter 6 8 TwD Ceiling Perpendicular 16 16 16 Base ply nailed as above for Y2" gypsum board Staple 16 ga. 1Y 6 8 3/ I mersand gypsurn panel products; face ply installed w> Hardboardf with adhesive. 00L ULn For S: 1 inch = 25.4 mm _ 1% long ring-grooved underlayment nail 6 6 a. For applcaticn without adhesive, a pair of nails spaced not less than 2 inches apart or rrexe than 2Y2 inches art shall be permitted to be sued with the air of a o� �� z0 nails speed 12 inches on center. p p 0.200 4d cement-coated sinker nail 6 6 � F-= Staple 18 ga., / long (plastic coated) 3 6 b. Screws shall be in accordance with Section R702.3.5.1. Screws for attaching gypsum board or gypsum pond products to structural insulated pore's shall o penetro-e the wood structural pond facing not less than /6 inch. Particleboard c. Mere c6cl-faunas steel framing is used with a dinchinqq design to receive nails b��y two edges of rr> td the nails shill be not less than 6 inch Icng� than the m gypsumbocrd or gypsum pond product thickness and sYlall have ringed shanks. Were the cod-formed steel framing has a nailing groove formed to receive � o = 4d ring-grooved underlayment nail 3 6 w < U Y4 3 the nail, the nails shall have barbed shanks or be 5d, 13% gage, 1 8 inches long, %-inch head for Y2-inch gypsum board or gypsum pond product; and 6d, CD Staple 18 ga., / long, 16 crown 3 6 13 gagE, 1 8 inches long, ?% -indi head for 6-inch gypsum board or g sum pend product. > Q oo L Q d. There-eighths-inch-thick since-ply gypsum board or gypsum panel praduc shall not be used an a ceiling where a water-based texture finish is to be applied or where 6d ring-grooved underlayment nail 6 10 f zN o' 1 3 it will I>✓ required to suppa t insulation above a ceiling. On ceiling applications to reaeve a water-based exture material, either hand or spray applied, the gypsum board w N Staple 16 ga., 1/ long, / crown 3 6 or gypsum ponel product shall be applied perpendicular to framing. -sere applying a water-based texture material, the minimum gypsum board thickness shall be increased cn 6d ring-grooved underlayment nail 6 10 from %a inch to Y inch for 16-inch an center framing, and from Y2 inch to % inch for 24-inch on center framing or % -inch sage-resistant gypsum ceiling board z Y2, 6 shall be used. CD Stahl e 16 ga., 16 I ong, 6 crown 3 6 U o TABLE R602.3(2) z ALTERNATE ATTACHMENTS T4 TABLE R602,3(1)—continued Q Q Fur SI: 1 inch = 25.4 itum U� a. :``aiI is a ,eiieral description and shall be lIC1111ittCd to be T-iicad. modified rowid head or romid lie,id. CD cn b. Staples s11a11 have a tiiiuiiiuuu crowil Ividth of"'Wiiich uti diattieter eScept.as tinted. c. Nails or,taples sliall be spaced at not r oro than 6 etches nu neuter at till supports,where spaiis are 48 orches or archer. Nails or stables shall be spaced at riot n� 1110re Hiatt 12 itiches oti center at iiiTeniiediate suppotis for floors. w d. Fasteners shall be placed iri a grid pattern tlirolighom the bods'of the pauel< �� � 0 � o tet- L r� z LO r O I F��r -ply jimiels, 41tei-me:dtnae rinils shall be slaiCec1 riot rllore tlinll i' inches ou center eticli ti ay. �c0 w� v �t L �r� z _Ij L-j f. Hnrdboard underlaymetit shall coiiforrn to C`PAANITSI A135.4 �W o� �O o cn �� J O Lg. Specified alteniate s"achiliciiis for roof sheathiii1- shall be permitted NN-here the ultirmate desitni ii•intl speed is less thati 13th iiiph. Fasteners attachi is ivood Q stritctura l panel roof sheathing to gable curd wall training shall be installed usaia the spacing listed for panel edges, 11. Filar-ceiutilt tttiderla}nlietit shall conform to AST3.1 C 12SS or ISO 6336, Catcaory C. FASTENING SCHEDULE CONT. SCALE: 1/4' = l'-0° SERIAL #/ORDER # PAGE : 001®374 F 3D 2 STATE/TPIA APPROVAL STAMP R.A. OR P.E. STAMP as s NOTE: s:�`<, � R�,,,4 1'�t z�qf 04/13/22 1. SEE ATTACHED SHEETS PL2 & PL3 FOR PLUMBING NOTES & DETAILS. TABLE P2903.2 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE b ;;E 2. ALL PLUMBING MATERIAL & INSTALLATION IS TO BE DONE PER ALL MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES AND FIXTURE FITTINGS y Qoo p NATIONAL, STATE, & LOCAL CODES. PLUMBING FIXTURE MAXIMUM FLOW RATE cr'' 4 N O OR FIXTURE FITTING OR QUANTITY .�j: 1 0 M ,_., 3. SYSTEM MAX. DEVELOPED LENGTH = 40 FT. c N 4. MIN. WATER PRESSURE - 30 PSILAVATORY FAUCET 1.5 m AT 60 psi !c j'"1, d U 5. CROSS-LINKED POLYETHYLENE (PEX) TUBING FOR ALL DOMESTIC FEEDS TYPICAL. SHOWER HEAD" 2.0 gpm AT 80 psi 6. ALL FIRST STORY PLUMBING TO BE STUBBED THRU FLOOR ONLY FOR SINK FAUCET 2.2 gpm AT 60 psi SITE CONNECTION. WATER CLOSET 1.28 GALLONS PER FLUSHING CYCLE` f� C:) fa' it � x' O �) 7. A TEMPERATURE LIMITING DEVICE CONFORMING TO ASSE 1070 IS WARNING C'IT IS �„ fx. 7 REQUIRED AT WHIRLPOOL TUBS AND BATH TUBS TO LIMIT WATER FOR Sl: 1 gallon per minute = 3785 L/m EDUCATION LAW FOR ANY PERSON TO ALTER ANY a/ ��0 1 pound per square inch = 6.895 kPA DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL rr� TEMPERATURE TO 1207. a. A handheld shower sprayer shall be considered to be a shower head. ENGINEER,OF UNLESS ENSEDPROFES PROFESSIONAL HE PERSON 13 NLENGING UNDER THE C 1 r ` DIRECTION OF A LICENSED PROFESSIONAL ENGINEER v b. Consumption tolerances shall be determined from reference standards. y O c. [NY] The flush volume for a dual—flush water closet is defined as the composite, average Push volume of two reduced flushes and one full flush. w WATER HEATER = IN EXISTING STRUCTURE N w WATER HAMMER ARRESTER TO BE INSTALLED ON DISHWASHER, ICE MAKER, AND WASHER IN CONFORMANCE WITH ASSE 1010. ' Cf) w I U = Q �V JK r O rl L) W � O F I U) U CEILING — LAV SH I WC 7 FLOOR 1/2.. �1/2 1/2„ 1/2" 1/2" [----------- ---------- ----------------]--------------------------------------, ON—SITE WATER LINES 3/4„ �-3/4., I I STUB TO BASEMENT FOR ON—SITE CONNECTION TO WATER HEATER IN EXISTING STRUCTURE WATER SUPPLY LAYOUT INDICATES COLD WATER SUPPLY ——————INDICATES HOT WATER SUPPLY NOTE: 1. SEE ATTACHED SHEETS PL2 & PL3 FOR PLUMBING NOTES & DETAILS. _ 2. ALL PIPES UNDER THE FLOOR SYSTEM ARE TO BE SITE INSTALLED. _ aF- 3. ALL PLUMBING MATERIAL & INSTALLATION IS TO BE DONE PER ALL NATIONAL, STATE, & LOCAL CODES. C)o �:�:> 4. USE REMOVABLE TRAPS UNDER ALL SINKS TO PROVIDE CLEAN OUT ACCESS. w Ln a- 5. DWV LINES MIN. SLOPE 1/8" PER FOOT. LnLn � o� Z N O H— in m Q o = W o U U J � Q}- —� zN >-� W cn Un ~ 3" VENT THRU ROOF ON—SITE VENTS I Z ------ O CEILING U o � W z � Q � 2' 3' _J W W z O U-) wU LAV 0 Z F-- 2" 3.. LJ ? O W �'H-^ �� O � I z�^ QO we 2..SH FLOOR Z v / Q(3-) � z LL_ �r J 2 ---3- 3.. �LLJ o� �W C)/U^ oo WO --—TOEwSTINC STRUCTURE Q F- 0 v , C) L_ I PLUMBING SCHEMATIC ** ON-SITE CLEANOUTS ON-SITE BY OTHERS DWV PLUMBING LAYOUT SCALE: 1/4' = 1'-0" NOTES: DRAIN PAN MUST DRAIN TO A SERIAL /ORDER p PAGE p: NON—HAZARDOUS LOCATION 1. PIPING SUPPORT: DWV 4'-0" O.C. VER. / 3'-0" O.C. HOR. ** ON-SITE CLEANOUTS NOT BY ICON LEGACY � �®��� 2. ALL TRAP SIZES ARE 1 1/2" DIA. EXCEPT SHOWER, WASHER AND CLEANOUTS TO BE COMPLETED PER P3005.2 KITCHEN SINK WHICH ARE 2" DIA. OF THE 2020 RCNYS AND INSPECTED BY LOCAL CODE OFFICIAL STATE/TPIA APPROVAL STAMP R.A. OR P.L. ,STAV' •-.t..,;L ' � 04/13/22 PLUMBING NOTES: 1 .ALL PLUMBING CONSTRUCTION AND MATERIAL BELOW THE MODULAR FLOOR AND BETWEEN F;. ° . h00 FLOORS IS THE RESPONSIBILITY OF THE BUILDER/CONSTRACTOR AND IS TO BE DONE IN4 u '. .:, x ACCORDANCE W/2020 RESIDENTIAL CODE OF NEW YORK STATE. CL M t 2.CONCEALED PIPING IN UNHEATED AREAS, INCLUDING OUTSIDE WALLS, SHALL BE PROTECTED RN R o 0 o w WARNINGS IS A VIOLATION OF ARTICLE 145 OF THE NYS AGAINST FREEZING IN PLANT. PIPING SHALL BE KEPT OUT OF UNHEATED AREAS WHERE EDUCATIONNTTHAT OR EARS THE ERSON SEALO ALTERANY DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL fF`+rJ1i � ENGINEER,UNLESS THE PERSON IS ACTINO UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER POSSIBLE. cn 3.ALL WASTE AND VENT LINES IN MODULES ARE ABS OR PVC PIPE. ALL SUPPLY LINES IN N w a MODULES ARE COPPER, PEX, OR CPUC. 4.PITCH ON HORIZONTAL WASTE LINES IS 1/8" PER FOOT FOR 3" DIAMETER PIPE AND LARGER, 25.TRAPS SHALL BE PLACED AS CLOSE AS POSSIBLE TO FIXTURE OUTLET. MAXIMUM VERTICAL 6 1/4 PER FOOT FOR LESS THAN 3�� DIAMETER PIPE. DROP FROM FIXTURE. 9 W 0 5.WASTE LINES: INSTALL WYE WITH CLEANOUT PRIOR TO EXITING WALL FOR CONNECTION TO U DISPOSAL SYSTEM. 4" MINIMUM WASTE LINE TO SEPTIC (BY BUILDER IN FIELD). 26.INACCESSIBLE TRAPS SHALL NOT HAVE UNIONS, CLEANOUTS OR SLIPJOINTS. ACCESSIBLE D TRAPS SHALL BE REMOVABLE WITH UNION IN TRAP SEAL OR HAVE CLEANOUT OPENING SIZED _ L� °a 6.WASHER SHALL HAVE MINIMUM 2" TRAP. THE SAME AS THE TRAP. W 7.REMOVABLE TRAPS UNDER ALL SINKS TO PROVIDE CLEANOUT ACCESS. 27.MAXIMUM DISTANCE OF FIXTURE TRAP WEIR TO VENT SHALL BE 18" -42" IN ACCORDANCE &GARBAGE DISPOSAL MUST HAVE SEPARATE TRAP. DISHWASHER CANNOT DISCHARGE INTO WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. GARBAGE DISPOSAL. 28.PLASTIC PIPING SHALL BE PROTECTED WITH 1/16" STEEL PLATE WHEN PIPE PASSES 9.KITCHEN SINK SHALL HAVE 2" DRAIN WHEN A GARBAGE DISPOSAL OR DISHWASHER ARE THROUGH WOOD MEMBERS LESS THAN 11/4" FROM EDGE OF MEMBER. CONNECTED 29.FIRST FLOOR FIXTURES SHALL CONNECT INTO HORIZONTAL BUILDING DRAIN MORE THAN 10 10.HORIZONTAL TO HORIZONTAL AND VERTICAL TO HORIZONTAL DRAIN CHANGES IN DIRECTION PIPE DIAMETERS DOWNSTREAM OF STACK BASE AND NOT CONNECT INTO SECOND FLOOR APPROVED COMBINAT ONS OF THESE OR EQUIVALENT LONG S'VgEEP h TTINGS.SHORT BENDS DRAIN STACK. Q ARE PERMITTED IN SINGLE BRANCH HORIZONTAL TO VERTICAL CHANGES IN DIRECTION ON 30.POTABLE WATER SYSTEM SHALL BE DESIGNED AND INSTALLED AS TO PREVENT 3" PIPE AND LARGER. CONTAMINATION FROM NON POTABLE LIQUIDS, SOLIDS OR GASES. GASES BEING INTRODUCED 11 . ALL HORIZONTAL VENT BRANCH PIPING SHALL BE LOCATED A MINIMUM OF 6" ABOVE THE INTO THE POTABLE WATER SUPPLY PER P2902 OF THE 2020 RESIDENTIAL CODE OF NEW YORK FLOOD LEVEL OF THE HIGHEST FIXTURE IN THAT BRANCH. 31 .ISLAND FIXTURE VENTING SHALL NOT BE PERMITTED FOR FIXTURES OTHER THAN SINKS AND 12.PVC-DWV PIPE SUPPORTS: AT BRANCHES, CHANGES IN DIRECTION, AND AT THE BASE, EACH LAVATORIES. (SEE ISLAND DETAILS). FLOOR AND MID STORY (VERTICAL) MAXIMUM EVERY 4'-0" AT THE END OF BRANCHES, AND CHANGE OF DIRECTIONS OR ELEVATION. 32.ANT1-SIPHONING DEVICE, VACUUM BREAKDERS, AND AIR GAPS: FOR WATER DISTRIBUTION SYSTEMS "PROTECTION OF POTABLE WATER SUPPLY". 13.PIPE PENETRATING FIRE RATED ASSEMBLIES INCLUDING FLOOR/CEILING SHALL BE FIRE STOPPED WHERE REQUIRED BY ALL CODES WITH MATERIAL EQUIVALENT TO CONSTRUCTION 32.1 .WATER HEATER LOCATED AT OR ON LIVING SPACE LEVEL MUST HAVE AN ANTI-SIPHONING THROUGH WHICH IT PENENTRATES AND BE SUITABLE TO PIPE MATERIAL, OR USE METAL PIPE DEVICE INSTALLED. FROM A MINIMUM OF ABOVE THE FIRE RATED ASSEMBLY 0 14.FIRE STOPPING SHALL BE PROVIDED AND VERIFIED BEFORE IT IS COVERED OR CONCEALED 32.2.CLOTHES WASHER MUST HAVE AN ANTI-SIPHONING DEVICE INSTALLED. (IF NOT BUILT INTO C IN THE CONSTRUCTION PROCESS. THE APPLIANCE). Ln �Ln LEFT IN A SAFE STRUCTURA CONDIT ON BY BEINDRILLING RIE NFO�CEDTIRE��RED OR REPLACED N 33.WATER HAMMER ARRESTORS SHALL BE INSTALLED WHERE QUICK CLOSING VALVES ARE o ACCORDANCE WITH R602.6 AND R502.8 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE, UTILIZED. (I.E. WASHING MACHINES AND DISHWASHERS). -::c 34. J 16.FIELD INSTALLED ON-SITE PIPING SHALL BE APPROVED BY THE LOCAL BUILDING CODE 34. PLUMBING MATERIALS PER CHAPTER 29 AND 30 OF 2020 RESIDENTIAL CODE OF NEW _ YORK STATE LL-' C ENFORCEMENT OFFI�ER. PIPING SHALL BE FIELD TESTED FOR LEAKS. w Q ?- C) U-) N cn 17.BATH TUBS, INCLUDING GARDEN TUBS, HYDRO-MASSAGE, AND HOT TUBS SHALL HAVE A 35. ALL PLUMBING TESTING TO BE PER ICON LEGACY CUSTOM MODULAR HOMES QUALITY 11/2" MIN OVERFLOW. ASSURANCE MANUEL z 0 18.JOINTS AROUND PLUMBING FIXTURES SHALL BE MADE WATERPROOF AT FLOORS, WALLS, 36. FLOOR JOIST NOTCHES MAY NOT EXCEED 1/6 OF JOIST NOTCH DEPTH AND MAY NOT OCCUR C) & COUNTERTOPS. IN MIDDLE 1/3 OF SPAN. HOLES MAY NOT EXCEED 1/3 DEPTH OF JOIST AND MUST OCCUR 2" IN W z J 19.EACH FIXTURE SHALL BE INDIVIDUALLY DIRECT OR WET VENTED. FROM EITHER EDGE IN ACCORDANCE WITH R502.8 OF THE 2020 RESIDENTIAL CODE OF w NEW YORK STATE. Y o u� U' 20.EACH DWELLING UNIT SHALL HAVE ONE MAIN 3" STACK FROM BUILDING DRAIN. J 37. ALL VENT EXTENSIONS SHALL NOT BE LESS THEN 3" IN DIAMETER WHERE THE 97.5% VALUE 21 .ALL VENTS THROUGH ROOF TO BE 3" MIN DIAMETER AND SHALL TERMINATE NOT LESS THAN FOR OUTSIDE DESIGN TEMPERATURE IS 0°F -18°C OR LESS. VENT MUST TERMINATE NOT LESS w 6" ABOVE THE ROOF OR 6" ABOVE ANTICIPATED SNOW ACCUMULATION WHICH IS GREATER IN THEN 1'-0" INSIDE THERMAL ENVELOP OF BUILDING. u)� o o ACCORDANCE WITH P3103.1 .1 OF THE 2020 RESIDENTIAL CODE OF NEWYORK STATE. `J' w ` ' wQc� �W �= oow �wo� � a- ocf� a- - O Q v CD L 22.BASEMENT MODELS SHALL BE PROVIDED IN FACTORY WITH A 2" VENT TO BASEMENT I STUBBED BELOW THE FIRST FLOOR, THEN CAPPED AND LABELED. PLUMBING NOTES 23.ALL TRAP ARMS MUST BE SUPPORTED WITH 314" MINIMUM BEARING. SCALE: 1/4" = 1'-0° SERIAL #/ORDER N PAGE #: 24.ALL PLASTIC PIPE RESIDENTIALCODE OFNEW YORK STATECCORDANCE WITH P2605/TABLE � .�®�7� P2605.1 OF THE0 0 PL2 NOT A TRAP ARM THE VENT PIPE FROM A FIXTURE DRAIN, EXCEPT WATER CLOSETS AND SIMILAR SIPHONIC FIXTURES, STATE/TPIA APPROVAL STAMP R.A OR PL tTA * SHALL NOT CONNECT BELOW THE TOP WEIR OF THE TRAP. THE VENT PIPE MAY BE CONNECTED ATA S{3SSI" ! sjr. 04/13/22 LOWER ELEVATION IF THE FDLLOWING ARE MET: ,-� WYE WITH 1/8 BEND 1. THE VERTICAL SECTION OF THE DRAIN PIPE SHALL BE AT LEAST ONE PIPE SIZE LARGER THAN THEO ��° ; � -_ .,��•�� Q O E * » 1/8 BEND TRAP INLET SIZE. p * x-1/4 BEND (LONG SWEEP OR 2. THE HORIZONTAL PIPE CONNECTED TO THE TRAP OUTLET SHALL BE AT LEAST TWO PIPE J 4`. f kA�C� Q* N N U 7=LONG TURN SHORT SWEEP SEE NOTES) DIAMETERS LONG. f 3. THE DEVELOPED LENGIH OF THE TRAP ARM SHALL NOT EXCEED THE VALUES STATED IN THEd- DOUBLE WYE 2" FUTURE VENT REQUIRED TEE WYE APPLICABLE PLUMBING CODES. x �r a I U WITH 1/8 BEND IF PLUMBING FIXTURES ARE i �II .] INSTALLED IN LOWER LEVEL "A" - TRAP SIZE PER ALL APPLICABLE PLUMBING CODES #► �C17fi7a� � ON-SITE "B" - TRAP ARM LENGTHS: film �+ O w � � (3 1 1/4" TRAP - 5'-0" WARNING IT IS A VIOLATION OF ARTICLE 145 OF THE NYS TEE TEE TEE TEE TEE 1 4 BEND1/2" Q 0 TO 3 VENT / 1 TRAP - 6'-O" EDUCATION LAW FOR ANY PERSON TO ALTER ANY ^/ O DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL I-LI THRU ROOF 2 TRAP - 8'-C' ENGINEER,UNLESS THE PERSON IS ACTING UNDER THE 3 TRAP - 12-D AN AIR ADMITTANCE VALVE MAY DIRECTION OF A LICENSED PROFESSIONAL ENGINEER r�7-11 TEE "C" - SIZE S ONE S12E LARGE THAN TRAP SIZE BE USED IF THE FIXTURE DOES 0 "D" - DISTANCE FROM CROWN WEIR AND VENT CONNECTION NOT DRAIN INTO A VENTED LINE TABLE P-220671 N W a WASHER SAN-TEE (OFFSET KITCHEN SINK ACCORDING TO VAX. DISTANCE OF VENT FROM MAXIMUM LENGTH OF TRAP ARM "A" BOX SAN-TEES WITH FIXTURE TRAP LAVATORY (FIXTURE STANDPIPE BACK-TO- BACK USAN-TEE (INCHES) LENGTH A B V� (FEET) HEIGHT AND FIXTURES) 1-1/4 3'-6" 3" VENT THRU ROOF INSTAL- LATION ON TRAP SIZE CONTINUOUS VENT STACK) SAN TEE WASTE °° LAVATORY 1 2 5 3" DROP TO 1ST FLR TLAVATORY TAIL PIECE FOR OVER P-TRAP 2 8 C 5==? SAN TEES117T� (BACK-TO-BACK FLOW AND WASTE "A" TRAP 4 1o' w WET VENT THRU INSTALLATION) 14' ONE D.F.U. ONLY INLET SIZE ° �P-TRAP - TUB/SHOWER P-TRAP WATER 5'-?�';�� v OR WHIRLPOOL "C" VERTICAL LEG U CLOSET P-TRAP —4 P-TRAP OPTION �U FINISH FLOOR ALLOWABLE FALL IN TRAP ARM: THE TOTAL FALL IN TRAP ARM DUE TO PPE SLOPE SHALL NOT EXCEED ONE PIPE DIAMETER, V O.a NOR SHALL THE VENT PIPE CONNECTION TO A FIXTURE DRAIN, EXCEPT FOR WATER CLOSETS AND SIMILAR FIXTURES, BE BELOW `/ S CONNECTION VENTED LINE THE WEIR of THE TRAP, SAN-TEE SAN-TEE W TO VENT D VERTICAL LEG FOR WASTE FIXTURE DRAINS: A VERTICAL LEG ( "B" IN DIAGRAM) MAY BE INSTALLED IN THE TRAP ARM OF A LONG TURN 1 4 BEND ° TEE WYE FUTURE VENT 1 4 BEND P-TRAP P-TRAP LONG SWEEP WASTE-FIXTURE DRAIN IN LIEU OF THE USUAL TRAP ARM TO VENT CONNECTION. TYPICAL INSTALLATIONS INCLUDE ISLAND I In SINKS AND FIXTURES NOT ADJACENT TO A WALL. VERTICAL LEG TRAP ARM INSTALLATIONS SHALL MEET THE CLOSET FLANGE CAPPED IN LONG SWEEP LONGSWEEP& 1/4 BEND BASEMENT TO GAS SUPPLY IF BRANCH FOLLOWING CRITERIA: r' ° CONNECTS TO APPLIANCE OR 1. MINIMUM TRAP DIAMETER SHALL MEET CODES TO APPLIANCE IF BRANCH CONNECTS TO GAS SUPPLY 2. THE DIAMETER OF SECTION "A" SHALL BE EQUAL TO THE DIAMETER OF THE TRAP 1/4 BEND 3. THE LENGTH OF SECTION "A" SHALL BE NOT LESS THAN 8" AND IN ACCORDANCE WITH TABLE P-22067.1. DOUBLE LONG TURN 1/4 BEND SEE NOTE 10 ! WYE WITH f LONG TURN TEE 4. THE DIAMETER OF SECTION "B" SHALL BE ONE PIPE SIZE LARGER THAN THE DIAMETER OF SECTION :A". 1/8 BEND TEE WYE 5. THE LENGTH OF SECTION "B" SHALL BE NOT MORE THAN 36 INCHES NIPPLE OF 6. THE DIAMETER OF SECTION "C" SHALL BE ONE PPE SIZE LARGER THAN THE DIAMETER OF SECTION "B". ANY LENGTH 7. THEIR IS NO RESTRICTION ON THE LENGTH OF SECTION "C". 1/4 BEND CAP SEDIMENT TRAP LONG TURN INSTALLATION METHOD 8. BENDS SHALL BE THE DIAMETER OF THE LARGEST CONNECTED SECTION. NOTE: 4" 90° ELBOW COUNTS 1 1/2 ' 3" VENT FROM — 1. IF THE DRYER MAKE & MODEL IS KNOWN, THE ( TUB OVERFLOW VENT WENT IST FLOOR C� MANUFACTURER' INSTALLATION INSTRUCTIONS MUST BE ) DRAIN /� AIN THRU ROOF / 1 1/2" VENT PROVIDED FOR VERIFICATION THAT THE MAXIMUM LENGTH AS 5 LF OF PIPE STANDPIPE % `;., 18" MIN. r.' ;;y ,2" VENT OF THE EXHAUST DUCT INCLUDING TRANSITION DUCT IS IN n 4" 45° ELBOW (COUNTS '�— =—LONG TURN ACCORDANCE WITH THE INSTALLATION INSTRUCTIONS. Lf AS 2.5 LF OF PIPE) 1 1/2" 42" MAX. 1 1 1/2" SHOWER 2" VANITY 1 1/2" 2. DRYER VENT IS TO TERMINATE ON THE OUTSIDE OF (18"-30" ME) LONG TURN r' -1/8 BEND DRAIN-BASED FINISHED FLOOR DRAIN THE BUILDING PER THE MANUFACTURERS INSTRUCTIONS. TUB DRAIN �-=SAN. TEE ON 5.7 GPM LINE Q= BACKDRAFT DAMPER 2" TRAP- ; FINISHED DRAINS TO FLOW OR LESS iSAN. TEE FLOOR -1�� NON-HAZARDOUS �- FINISHED FLOOR LINE LOCATION Q:=' 1 1 2" FINISHED FLOOR FINISHED LINE �1 1/�2" SHOWER TRAP 1 1/2" TRAP FLOOR LINE WASHER/WATER HEATER PAN DRAIN 1 WASHER PAN REQUIRED ONLY WHEN WASHER IS LOCATED ON 2ND STORY. 1 1/2" 2 TRAP 2 WHERE A STORAGE TYPE WATER HEATER OR HOT WATER STORAGE TANK IN INSTALLED IN A PENDING BATHROOM VANITY CLOTHES WASHER LOCATION WHERE WATER LEAKAGE FROM THE TANK WII I. CAUSE DAMAGE, A PAN IS TUB/SHOWER REQUIRED PER SECTION P2801.6 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE SHOWERHEAD GPM SHOWER DRYER VENT DETAIL 3/4" DISHWASHER DRAIN LOOPED HIGH AND THREADED �1 1/2" VENT 00 THRU HOLE IN CABINET SIDE OR Ln q_ 3" MAIN VENT SECURELY FASTENED TO COUNTER o W.C. VENT OR WALL OR AIR GAP s BRANCH VENTS VENTS CLOTHES WASHER DBL. AS REQUIRED GARBAGE ABOVE ROOF j SAN. �� DISPOSAL SINK DRAINS VENT EXTENSION DRYER 4" RIDGID Ducr FACTORY INSTALLED, 17 {_______ THE ALLOWABLE LENGTH IS TO BE Cn 6ACKDRAFT CALCULATED PER SECTION M1502.4.5 m Q TEE \ 2" VENT FOR /AIR GAP OF THE 2020 RESIDENTIAL CODE OF J + DAMPER SAN. loe FUTURE BASE- DISH- SAN. TE DISHWASHER PIPE INCREASER - NEW YORK STATE C WASHER / REDUCER OCCURS Q = M EN T FIXTURES 4° 90'ELBOW 4 RIGID METAL DUCT THE W � TEE,, 1 1/2" P—TRAP AIR GAP FINISHED DRAIN LINE MIN 12" BELOW ROOF ALLOWABLE LENGTH IS TO HE LOTHES C) J z CALCULATED PER EECTIDN M150245 4" 90' ELBOW LTJ OF THE TED RESIDENTIAL CODE OF DRYER FINISHED NEW YORK STATE Q 0^ / FITTING -' 1 1 2" o w LQL MA - 2" FLOOR-� / � FLOOR �, DBL CEILING PERIMETER WYE—BRANCH LINE 1 1/2" TRAP W LINE RIGID DUCT SEALED FITTING MA — 2" wlrH cauLK - / EXHAUST FAN BOX I FACTORY INSTALLED � WATER CLOSET AND MAIN VENT KITCHEN SINK/DISHWASHER/DISPOSAL KITCHEN SINK/DISHWASHER DETAIL ��- VENT TO EXTERIOR / �� \\ \ \ 0 FROST CLOSURE �// \ DRYER VENT DETAIL L_LJ FLEX PIPE INSTALLED ON SITE BY OTHERS \ NOTE: z DUCT LENGTH AND SIZE REQUIRED PER M1504.2 \ \ - ATTIC ACCESS PANEL SHALL BE FULLY INSULATED TO THE SAME Q Q RANGE HOOD VENT DETAIL \ INSULATION REQUIREMENT OF THE CEILING IT PENETRATES. ACCESS u� -J � SHALL BE WEATHERSTRIPPED AROUND ALL EDGES. IF LOOSE INSULATION w i \ �� IS USED, THEN EITHER A BAFFLE, RETAINER OR BLOCKING IS REQUIRED G U-) � CEILING JOISTS CEILING FINISH TO PREVENT INSULATION FROM SPILLING INTO LIVING AREA AND TO BACKDRAFT MAINTAIN THE REQUIRED R-VALUE C-) } INSTALLATION AND WEATHERPROOFING f DAMPER CEILING INSULATION INSULATION DAM J PER MANUFACTURERS INSTRUCTIONS — z �� 3" VENT -,— U VENT To ROOF MECHANICAL VENTILATION DETAIL �LID 18" ABOVE ROOF OR 6" MINIMUM ABOVE THE wsrALLEo QN SITE BY OTHERS — THE ANTICIPATED SNOW ACCUMALTION, WHICH cn Ln >- �F Q O �H— cn z � �� EVER IS GREATER (P3103.1.1 OF 2020 RCNYS) 100 CFM RANGE HOOD CEILING FINISH w U — L� Q CEILING INSULATION W o = L� SITE INSTALLED TRIM Q z0 �w J G GLUED TO PANEL AIR SEAL GASKET SEALED RIGID DUCT EXHAUST FAN BOX _ Q 1=> 0 0 L� \ FACTORY INSTALLED 1/2" DRYWALL I VENT THRU ROOF DETAIL CEILING ACCESS PANEL DETAIL LUMBING/MECHANICAL VENT DETAIL_ \ CO IPLETED ON-SITE (NOT Pf20VIDED BY ICON) FLEX PIPE INSTALLED ON SITE BY OTHERS �. \% SCALE: 1/4" a T-0" DUCT LENGTH AND SIZE REQUIRED PER M1504 2 \_ SERIAL p/ORDER N PAGE p: I CEILING JOISTS-�f `CEILING FINISH 01®374' ■