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HomeMy WebLinkAbout49873-Z TOWN OF SOUTHOLD "ON BUILDING DEPARTMENT TOWN CLERK'S OFFICE g " + �rr SOUTHOLD, NY "..0 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#: 49873 Date: 10/11/2023 Permission is hereby granted to: Grafas, Larry 20 E Willow St Millburn, NJ 07,041 To: Construct new single family dwelling as applied for, with SCHD approval. At premises located at: 285 Sandy Beach Rd, Greenport SCTM # 473889 Sec/Block/Lot#43.4-2 Pursuant to application dated 8/29/2023 and approved by the Building Inspector, To expire on 4/11/2025 Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,824.00 CO-NEW DWELLING $50.00 Total: $1,874.00 Building Inspector TG'�"""N Gl� DING DEPARTMENT Town� k Hall Annex 54375 Maio RoadP. O." G�T'�0 Ll�[� 1 Box 1179 Southold, NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-95012 htt s:1�' IF APPLICATION Date Received �� For Office Use Only �/ E PERMIT N0„ B U u ildm Nay s e " Building p ctor: AUG 2 9 203 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Stw11ding 00partment Date, Town of Southold OWNER(S)OF PROPERTY: Name; e/ ,f� SCTM#1000- Y3 - oy-Z P Project Address: p 1 255 /� 5tiadLI)U , 6✓e-e0por4 , NY 11gL1y Phone#: -10 g-5 Email: ar-l��lur,js r►�;fk. 10 y a�1.�o,-►-L Mailing Address: CONTACT Jon Name: on .5,14,-, Mailing Address: PO QUx 866, �NY11Q32 Phone#: 1/7- g 3 3 - 791-/5 Email: '3�f'>t�' � � rnc�o�vla/.Goy DESIGN PROFESSIONAL INFORMATION: Name: LS u��ai n9 SYS�cw,s Mailing Address: /ODI-/ SprinBbrooK Ave , �'✓I ooS�L �A 1850 7 Phone#: 5 70 _ 77LI _loon Email: CONTRACTOR INFORMATION: 1 Name: �i 7 twt. od J I a✓ Ma linl;Address: 33 rA/rK 5ov4-k~,Firm. NY )IQ6T Phone#: 917-83 3 —7?y5 Email: J Si'r IC:r+dDha.w�n�onw.�at)�Is/.Gorv� DESCRIPTION OF PROPOSED CONSTRUCTION 'New Structure ❑Addition ❑Alteration ❑Repair []Demolition ❑Other Estimated Cult of Project: Will the lot be re-graded? Yes ONO Will excess fill be removed from premises? Yes ❑No 1 PROPERTY INFORMATION Existing use of property: Vam.4 lo, Intended use of property: S;v���-�arK!by res; Zone or use district in which premises is situated. Are there any covenants and restrictions with respect to this property? ❑Yes El No IF YES, PROVIDE A COPY. ❑ Cdeck Box After Reeding: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): Toss, Goe-rre.rDAuthorized Agent ❑Owner Signature of Applicant: Z� G� _ Date: 8 / 7 /13 STATE OF NEW YORK) SS: COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of ,20 Notary Public II' 1... IIIV IERTY .�.�........OWNER AUTfIORIZATION w ww(Where the applicant is not the owner) .... I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 PROPERTY INFORMATION Existing use of property: Vn .u,14 1�a- Intended use of property: reS i a. Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ❑No IF YES, PROVIDE A COPY. ❑Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable taws,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 pass A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): Toy y,., (a vGrrPxo QAuthorized Agent ❑Owner Signature of Applicant: z��`12G� Date: 8 / 7 /13 STATE OF NEW YORK) SS: COUNTY OF 50-44Q I KK LJ 2,5L being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 20 1S Notary Public JONATHAN P OWN Notary Public,State of NOW York No,01SIS1S3SS2 PROPERTY OWNER AUTHORIZATION Qualified in New York County Uhere the applicant is not the owner) C)OMMt"jon Expires Sept.15,20%%- I- 0% I•R�-Au c ---y- &,+k residing at 2-2J S I c-. +oo Ave Un., 3)0 cco,r �JV Aj-� UI G 16 do hereby authorize d S "" 4 e r to apply on my behalf to the Town of Southold Building Department for approval as described herein. Iwner' 'Signature Date k� . srn Print Owner's Name 2 LW Workers' �YZOTAZ%E compensation CERTIFICATE OF INSURANCE COVERAGE 16- Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrier 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured HAMPTON MODULAR LLC 631-204-6272 33 FLYING POINT ROAD SOUTHAMPTON, NY 11968 1c.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(Only required if coverage is specifically limited to certain locations in New York State,i.e., Wrap-Up Policy) 471879484 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company TOWN OF SOUTHOLD 54375 MAIN RD 3b.Policy Number of Entity Listed in Box"1 all PO Box 1179 DBL660589 SOUTHOLD, NY 11971 3c.Policy effective period 03/01/2023 to 02/29/2024 4. Policy provides the following benefits: 0 A.Both disability and paid family leave benefits. B.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or(licensed agent of the Insurance darr'ter referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 8/9/2023 BY �Jjo, "'tee g (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-.829-8100 Name and Title RlChard White Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked„this certificate is NOT COMPLETE for purposes of Section 220,Subd:8 of the NYS Disability and Paid Family Leave Benefits Law. It must be emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board„ Plans Acceptance Unit, PO Box 5200, Binghamton„ NY'13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board (only if sox 413,4C or 513 have been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers'Compensation Law)with respect to all of their employees. Date Signed BY (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (12-21) 111111111°°°1°°�a°1°°1°°°11°11°°1°111111 DATE(MMIDD/YYYY) ACCMV CERTIFICATE OF LIABILITY INSURANCE 08/09/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACTChris LaMere Imperial Risk Agency,Inc. PHONE q (631)488 .4.00 pFAx ..(..6 31)458-1551 (A+ N� wI ..... PO Box 5014 E-MAIL - ILss chris@imperialrisk.com p INSURERA ----- Evanston Insurance NAIC# Company 35378 „Southam ton NY 11969-5014 - _. ..... wsuR1=R INSURED _ INSURER B .,,.... ., Hampton Modular LLC INSURER C PO Box 866 INSURER D: Bridgehampton NY 11932 INSURER E INSURER F. COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.. . f ------------------- T ,„... TYPE OFINSURANCE.., ....... -�,0.DDLpSUBtdi .POLICY NUMBER ......... L...MM/DDYlYXYY MPVkLorty Y..,�.. ,, ,,,,,,,,,„,, LIMITS .., WVQ COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $, 1 000,0 00 100'0001- XI Contractual Liability MED EXP(Any one person) $ CLAIMS MADE X OCCUR PRFhAI f'..ILa ctra.urrp. MKLVIPBC003315 04/04/2023 04/04/2024 4 rson) � 1,000,000 A PERSONA &ADV INJURY $ GEN°L AGGREGATE LIMIT APPLIES PER: E $ 2,000,000 GENERAL,AGGREGAT.. .. m �,-......,.. PRD- 2,000,000 POLICY®JE:CT LOG PRODUCTS-COMP/OPAGG .$, Or1iER.: AUTOMOBILE LIABILITYCO'M�IBINEO SINGLE.I LIMIT $ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $, AUTOS ONLY f AUTOS HIRED lY NON-OWNED PRO"I-R1'Y 17'r+riA"tl- ,........ AUTOS ONLY AUTOS ONLY UMBRELLA-LIAB OCCUR EACH OCCURRENCE EXCESS LIAB „CLAIMS MADE'.. AGGREGATE $.. ,... WORAN DED I RETENTION$ KERS COMPENSATION �PER ( II FRH D EMPLOYERS'LIABILITY Y/N STATUTE.,, I ,w,,. ----......, ANYPROPRIETOR/PARTNERIEXECUTIVE ""”" w,EL,EACHACCIDENT $ OFFICER/MEMBER EXCLUDED? pu N/AI (Mandatary in NH) '"""'"”" PLOYEE. $ If yes,describe under E L DISEASE EA E DESCRIPTION OF OPERATIONS below E-L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN TOWN OF SOUTHOLD ACCORDANCE WITH THE POLICY PROVISIONS. HORIZED SOUTHOLD NY 11971 CTREPRESENTATIVE LaMereM 54375 MAIN RD PO BOX 1179 @ 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD 4'-1�-W\N NYSIF New York state Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A A n A A n 471879484 IMPERIAL RISK AGENCY INC PO BOX 5014 SOUTHAMPTON NY 11969 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER HAMPTON MODULAR LLC TOWN OF SOUTHOLD 33 FLYING POINT RD STE#129 54375 MAIN RD SOUTHAMPTON NY 11968 PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 11485518-3 551640 07/25/2023 TO 07/25/2024 8/9/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1485518-3, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/fWVVW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR, PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SU OSCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 1012838458 U-26.3 x112'v$WTILATX"PIPT SCUM-YRd U^T CM'CgER' GRAVELESS GEOTEXTILE SAND FILTER ',_D •�® C14AANI.mB@-`Rcr -_-_ tTgln_RM7x1I DWELLING LOCKING ECIVE6E' 15% MAX SLOPE ZNF'$L 3"RATGR ATL �7L OlrMiFF11,0 EWERS TO GRADE'. PROPOSED GRADE 15% MAX AWRtiIFT P 'AGRADE 90 '""'" �"MAX. Plrn:i�aBundumNRADE 90 GRAOE:� 9dr lE6 SLOPE 3' BEYOND ATL '.2.5'MAX4 F 4'INLET P i W7LET PIPff7FUJI CEN5 ]E7 2lE7.D' CLnS<S & ER,S. i . *-D ... 3A4.b"NS I r�w.wwo..warwwwwv uwow�w,�swwsn '"wAnecrobw Mad�O P�, swM.uma M...+sa w xI3TxRrtd I a htmrobYc.Aladin PCO 1WALL. PI au'srvtY'°" wTraapIRALd' xCH I/4'/FT �'f��R1J��AFR" HEGW=22 ',B M�TN 'T'YE' rva py, aw»^u;maPQ�aa.� � ASrk i.M1T•'S PUNP AsmNka Msdw 'NIPFrer'1 @p 75 ... e - MDUNT NACB�ON 4"(HICK TD BAAL" INLET SAFE �,'— 7 ub)— I B P Pw re RmtlT 1AA O SANITARY INVERTS " m ccrlI NTS ' RECIRCULATION 11PK %DW S, ITLE J -AV AIR INTAKE Access COVCFS PBA946a..Cul IeRut'•. FLOW OPENING(TYP (CLE001%DPCNTAFud I1' DISIOfeaIAIIL( UOnel] CI�IOkrdrD TpbldTc - m PLAN VIEW POLYLDK 20'SAFETY 54R'Kk`. L'tlLOK 2A•HEAVY LOVER P'341kI� POLYLOK 20"HO G4dVB POLYLOK 20'HD LOVER PM BrHDYT" P'M 30d 7" PN 3017-C20 WUN 24"SAFETY SCREEN )� POLYLO%20'RISER P 'MDVI.Cr'�20'RISER PA PM S5 p(D Y WLUX OM 24'RISER PAN PM 3009-10IPM ^0 PM 3008 POLYLOK 20'SAFETY p'tl4P Y�SCRE SIkaFDC1'T0N 9-SS 'CIV_ - ..�.*,�,...' I r rv'ktTair9CA COMM.)T LOW OPENING FUJI MAC80R BLOWER UNIT i, D„ A TYPE H POLYLOK2D°DAUX BOX ACCEPTS: -WMA 4X CONTROL PANEL HEAVY COVER PART N0.30LTCL0 PART NO.3017-20 GRATE- PART N0.3017�20 g. ti°-r' SSEMMI'.LA'dl r �. MATERIAL-HOPE O'TALL RISER PART NO.30D) COCL"EWV T TO FUJI A,S:5KMBLY . 12'TPIL RISFA PART NQ 300BR7P OTc.Tdema* EA MC.EAPd TMT1' wwm�w CDpism= TBOT TO ELECTRICAL E'q $OPP'LY , � I 4I"POSTSTKATED 4'% * ICD 4C MEDIA N AMC OUTIET 9NWOkT i"MnrF 4D w 'BTi L ADJUST VD IBfXOL S9 To WWITH RIMNTGI>ba ASSEMBLY Z DISTNJ BOTH WHITS AT Sae EIIVATIM V1TH IDDCIP aVaM DMCES FUJI CLEAN CONTROL PANEL, SECTION A-A VIEW SECTION B-B VIEW Ig p y DISTRIBUTION BOX NTS �, TW'N CFJTS� .NTS VACANT URI�12�p Tom FUJI CEN-5 OWTS OW COVER LOT t FU �� x""D° P7v uZ,Tu uarftr u;dRu ll' a d dtltld 10.oa uu N¢aPuuvlra:°aM PLUG (THREADED) SQUARE , 6' CONTR!Ga=. _ �f9d!:OIIY°ni,s4V VnH%fl7DTry Submit P� oir R A Ceir V'FI&.A1.bn F oiA amTOFUJI MAIN ELECTRICAL PANEL PANEL NEDEL C, DISCHARGE PUMP � � �.�� � Tllruk9 G srna,tl�aud.0.Gaslrn dr6 TRuda J:�i^wfu^"Ip;['G.reoa�,�ryra,TlF?aTLta�ruvl i S t ✓' ��' SERVICED BY PUBLICDWATER ��PA�X 1 cH A cH 2 B AIR BLOWER Use Id�au,Lda�w mL.Ty .S w ... 1 d TOUT IAnTI r,.ry ADAPTER ABAFTER �yda — f An + r °r •30 DEGREE FITTING CB 3 r ,,.�� 4 ',y > TELEPHONE SERVICE dp!, q ,j',r�" A �"`w.�,q K5• 6D TO CONTROL PANEL CIRCUIT BREAKER 'I "°' o uvNr "•,+W u� ,.. FLOW ELLECCTRI ALAMPNEL HIGH WATER ALARM � CB A -M3 CONTROL PANEL ��pp SPECIFICATIONS L. I �"�.dw�W �r I/ OW..I..T,�� e� L SEWER LEA/E f a-s .)DV � """•A CHl B.'{4 AMPS L CBz 15 AMPS WIRING DIAGRAM ;uusull'�IFrU K 1�UTOY N�P,:P�����arM11 Nd TSP 1 km:Ini [-.RVF 1"S � CB3 IS AMPS F'..".. I, m CLEANOUT DETAIL r ago Q DP Y:rTwF nul 1uc uudTld Iia SANITARY NOTES I°°F,a,u ru 1 II°ruPT P Ma U� r � • o ,B Lreurec"u I I:,,, ro au..r U M orzn:lre.F RA Q hIIL. 4 1.THE DVTS INSTALLER SHALL H(ED AN m�fSETENf FRDN T1E SUFFOLK COUNTY BLPARTNEIIT OF HEALTH > 6' 6' 2 AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE HAWTENENANCE PROVIER AND THE k KA ar za; 1 OVTS UNIT TO BE SELF VENFING NO ME TRAP INSTALLED LST' '� 4,UNSUITABLE ABLBE E SOILSASNALLD TO TBE REINED AND REPLACED WITH SAND AND GRAVE,(SP�$V)UNDER TRESS ��tHE SCDHS ��tl512412023 IU.. "" mwww .-23-0561 r APP" Tu. EXTENDING DOWN DID A HNINUN SIX-FOOT STRATA IF ACCEPTABLE SAND AND GRAVEL EXCAVATION DEPTH TO BE TO ELEVATION Gig .,� 22' IUM 1➢ENSURE A G'STRATA OF ACCEPTABLE SOILS. I'"LCE IIIOV F n 11'DVE D fWi�: FLn m VwaII' UTV H ETD'°' InT�ll)Imp w S THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER I WEEK IN ADVANCE Or RETAUM WALL AND OVTS INSTALLATION � �R dureu�re u W F.API:u V�G:CLKAL �� A a.• RXBV� RD'�w �' 1. wwTN,urawu�agw. M..n,, G SANITARY COVERS LESS THA W LBS WILL HAVE SAFIEY UNCOVER 3•Ma 7.ALL DRYWELLS SHALL BE A HIM IE 10 FEET FROM SANITARY AND WATER INS "m� T - - o D ELECTRIC SERVICE AND UTILITY VIAS ID BE OVERHEAD ;;.��xaNrPwwN'Yua.' '.n'" n waw INFILTRATOR ATL 4 SILT LOAM r ������I".. wAIJ"IIT W' W:."�"�WTEW FLOOD TUNE X ' r + LUT l0 FLOOD ZONESYSTEM z " AE(EL6) (ML) 3t" �"FOR T w S W IU F� Y IMPROVED o SERVICED BY PUBLIC WATER 4-FOOT TRENCH DETAIL MIXED SAND W/GRAVEL SITE DURATION, I� II' 1�... W.11 W IU IEJ%IR� EN SERVICED BY PUBLIC WATER (SP) HEGW,I LL ADDRESS 285 BEACH ROAD,GREEINORT,KY. LEGEND _ -45' GWEL12.0' SCTHIIW43-4-2 GEF-IXIGSEXAPNSS TEXTILE SAND FILTER WATER IN SITE PLAN BASED IN SURVEY FRIM TWIN FORKS LAND SURVEYING BATED 12/212022 GGSF GRAVELESS 6E0 MIXED SAND LOS AREA 14,631 SOFT.=0.336 ACRE C/0 CLEAIBBff W/GRAVEL ALL ELEVATION REFERIED TO 11,D' AIRAINA(E STRUCTURES ARElM 31TE➢BATOR PUBLIC L16 ��� SCDHS APPROVAL GRAVELESS EEDTEXTD_E SAND FILTER CEN5-FHB CEN5 440 GPD (SP) ALL SURROBRUCT LUSS ARE NOTED IN SITE WITH PUBLIC VATER WITH ISO'N SITE d DB-DISTRIBUTION BOX Michael � � P.E. TEST HOLE BORING THERE ARE NO UNDERGROUND FUEL TANKS OI SITE " T 9 l 163 FTEKYFFBBTlD A AATH E V-EXISTING SPOT ELEVATION WATEDECEMBERTERED 22 D�ON CR ll SIPP RLI IBES AT 9RWT �a RNERHrJ►o,N.Y iisoi 30 20 110 0 10 20 30 vH -- WATER SERVICE v I SID CE 4.5' scAIE.1-zo' (XX)-PROPOSED SPOT ELEVATION DAD 285 BEACH R P ELECTRIC SERVICE BELOW SURFACE GRADE CURRENT ZONINGI R 40 Oaa TT ' SIZE PROFAOSEEC) SANITARY PLANd REv. PRD O/H EL'2.2 H,E,G,W TEST HOLE DATA DRAT A ' LeA'dE�QA3-%Dk7 90AI 'SOrEET ti OF 1 1 ENGINEERING# • BUILDER: THIRD PARTY INSPECTION AGENCY: DRAWING INDEX 223048 ARTHUR SMITH VESTA DEVELOPMENT PFS CORPORATION SHEET# SHEETTITLE DATE REVISED DRAWN BY: CHECKED BY: CS COVER SHEET 701123 90123 285 SANDY BEACH ROAD 33 FLYING POINT ROAD,SUITE 129 421 CENTRAL RD,SUITE 2 RAS XX SOUTHAMPTON,NY 11968 BLOOMSBURG,PA 17815 0 GENERAL NOTES 8 SCHEDULES 71'31123 GREENPORT, NY 119 -Tel-.(917)-833--7945 TeI--(570Y7&"396 1a FRONTELEVATIONS 71310 9/26!23 DATE: VESTADEVELOPMENT ,b ELEVATIONS 7!3123 926123 5•,6-2g SUFFOLK COUNTY 2a 1st FLOOR PLAN 7/3123 92623 SALESMAN: MANUFACTURER: 2b 2nd FLOOR PLAN 713123 92623 SIGNATURE BUILDING SYSTEMS ARTH R MST 38 FLOOR 713123 926123 MATrROZELLE 1stFLO 1004SPR1NGBROOKAVE.,MOOSIC,PA18507 3b 2nd FLOOR SHEAR WALL PLAN 7/3123 92623 MODEL: 3c SHEAR WALL DETAILS 713123 92623 Tel.(570)774-1000 Fax(570)774-1010 TwosroRY 4 ELECTRICAL NOTES 7131123 92623 ' 43 1st FLOOR ELECTRICAL PLAN 7(3123 92623 m` I I I I I EOR: 4b 2nd FLOOR ELECTRICAL PLAN 7/3123 92623 SEP 2 9 2023 J WKL ARCHITECTURE 5 FOUNDATION NOTES 7/3123 82 S.MAIN STREET 5a FOUNDATION PLAN 7/3123 926123 WILKES BARRE,PA 18701 Be SECTION 7/3123 Tel.(570)822-0991 6b SECTION 713123 r,-UH,DTNG DF7T" 7a FASTENING DETAILS 713123 8 PLUMBING NOTES 7/3123 T ow Be PLUMBING DIAGRAMS 713123 o_ 0 DESIGN CRITERIA a Model Number or Name: 223048 00 Occupancy:ONE FAMILY DWELLING o Building Area: 2675 Q.FT. NY NOTE ATTENTION LOCAL INSPECTIONS DEPARTMENT J — - ---_.-_-.--- --___.____�-,_.____�__�---- - ---_-.._.__. ___.....-. - -----_w----,ThefdlowingItemshavenotbeencompletedby.the.Modular Homes Manufacture r,have not-- - YP • BUILDER IS RESPONSIBLE TO COMPLY WITH NCR PART1265.1 AND been Inspected by 3rd Party Agency and are not certified by state modular label.Code Construction T e: -^�-._. �__ -----._--.----.--._.__---._-.- -•,ii-_o____.-_ .. __._._.__ No.of Stories Above Grade: 2 comp�ance must be determined at the tical level: R y a NOTIFY CODE ENFORCEMENT OFFICIAL OF THE USE OF Mean Roof Height: 25'-8 5/8" FT. w m% Min.Distance to Lot Line: 5 FT. ENGINEERED LUMBER/TRUSSES AND POST APPROPRIATE SIGNAGE ONSITE WORK(RESPONSIBILITY OF OTHERS)INCLUDING,BUT NOT LIMITED TO: 1 I I I I Exterior Wail Rating: 0 R. ON STRUCTURE 1. FOUNDATION,FOUNDATION HOLD-DOWNS,AND ALL CONNECTIONS FROM THE Ground Snow Load(Pg): 25 PSIF • BUILDER SHALL SUPPLY AND INSTALL WHOLE HOUSE VENTILATION. LOWEST MODULAR LEVEL TO THE FOUNDATION. < I I I I I Min.Roof Live Load(M"___20PSF THIS INSTALLATION SHALL BE INSPECTED AND APPROVED BY THE z. ALL PORCH ROOFS,RAILINGS,POSTS,DECKING,DECKS TO BE SUPPLIED AND o d, d, Roof Dead Load: 10 PSF LOCAL JURISDICTION. INSTALLED ONSITE BY THE BUILDER Floor Live Load: 40 PSF 3. INSTALLATION OF INTERIOR DOORS AND FINISHING INTERIOR WALL AND 2 Floor Dead Load: 10 PSIF CEILING GYPSUM WHERE MODULARUNITS COME TOGETHER 2 N�, 4. INSTALLATION OF DOOR AT MATELINE WHERE MODULAR UNITS COME w Wind Speed: 135 MPH MVmt ❑Vasa ALL REQUIRED ENERGY TESTING REQUIRED BY CHAPTER 11 OF TOGETHER Wind Exposure: C 5. PLUMBING AND ELECTRICAL CONNECTIONS BETWEEN MODULES AND BELOW Seismic Design Category: B THE 2018 IRC AND 2018 IECC SHALL BE DONE BY: THE LOWEST MODULAR LEVEL FINISHED FLOOR LINE. Electrical Service Panel Size: 200 AMPS NU-TECH ENERGY SOLUTIONS CO 6. ALL SITE CONNECTIONS IN ROOF SYSTEM PER FASTENING DETAIL PAGES. W Permissible Gas Type: N/A 102 LILLYPAD LANE,HAWLEY,PA 18428 7, ONSITE EXTERIOR LIGHTING PER PLAN. 8. INSULATION OF ALL EXPOSED FLOOR AREAS. Design Codes: 570-49D-3928 9. BASEMENT STAIRS TO BE SUPPLIED&INSTALLED ON SITE BY BUILDER. NY STATE CODES: ENERGY CODE TESTING PERFORMED ON-SITE&PASSED IN 10. INTERIOR STAIR RAILINGS,GUARDS,AND HANDRAILS. 2020 NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE ACCORDANCE WITH CODES LISTED.ALL ONSITE INSPECTIONS BY 11. WINDOW GUARDS PER DOOR&WINDOW SCHEDULE NOTE#5. (WHICH INCORPORATES BY REFERENCE): THE ENERGY TESTING AGENCY AND THE ATTACHMENT OF THE NY 12. TRUSS SIGNAGE TO BE PROVIDED&LOCATED BY BUILDER ON SITE. 2020 RESIDENTIAL CODE OF NEW YORK STATE INSIGNIAS BY PFS CORPORATION AT THE FACTORY MUST BE DONE 13. ALLAPPLIANCES,INCLUDING BUT NOT LIMITED TO DISHWASHER,WASHER, 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE DRYER,RANGE,RANGE HOOD,MICROWAVE,REFRIGERATOR,AND WATER 2017 NATIONAL ELECTRICAL CODE PRIOR TO THE ISSUANCE OF THE LOCAL USE&OCCUPANCY HEATER z PERMIT.THIS INFORMATION WILL BE NOTED ON THE DATA PLATE. 14. ANY EXHAUST DUCTS STUBBED TO THE ATTIC PER PLANS(INCLUDING DRYER, BATH,RANGE HOOD,WHOLE-HOUSE FAN)SHALL BE EXTENDED TO THE �I Thermal Climate Zone:4 EXTERIOR BY BUILDER Degree Days: 5572 15. HVAC SYSTEM. Minimum Furnace Output N/A 16. DORMER INSTALLATION PER FASTENING DETAIL PAGES. 17. ALL SITE CONNECTIONS PER FASTENING DETAIL PAGES. Thermal Transmittance Values: Floor' wall* Roof` APPROVED AS No R 18. GARAGE DOORS. *SEE RES CHECK RR=19 R_21 R_38 19. ANY ITEMS MARKED ON THE INCLUDED DRAWINGS AS'BY BUILDER'OR'BY Flood Zone?: NO MAP#:36103CO176H D OTHERS'. Wind-Borne Debris Region?: YES . D. .� D 20. ROOF DECK AND RAILINGS PER ELEVATIONS - - �{ ADDITIONAL SPECIAL CONDITIONS AND/OR LIMITATIONS AND/OR ITEMS �q,� • SUBJECT TO LOCAL INSPECTION: -//V a LU_ NOTIFY DEPARTM . - o __ - _Q ENTAT `�v..... t�� �► 1; td QZ i'=X> 831765-1802 SAM TO 4PM FOR THE =0 _wm Cc N •"R'or'U'as required by StateFGLWWING INSPECTIONS: '*. * 1 iLu Lu a UJ �L=�z 1- FOUNDATION TWO REQUIRED _ !IQ—�_ y�� � ro Qm(9 LOCATION OF LABELS: FOR POURED CONCRETE ,+z ' ' ''t �' ; IrnLu ,��: ..'. F J y 1 N DATA PLATE - (1)PER DWELLING,AS INDICATED ON PLAN 2- ROUGH•FRAMING&PLUMBING " : ' :_0 off'" al 3rd PARTYLABEL - (1)PER MODULE,AS INDICATED ON PLAN 3. INSULATION F s) STATE LABEL - (1)PER DWELLING,AS INDICATED ON PLAN 4. FINAL-CONSTRUCTION MUST - DRAWING: BE COMPLETE FOR C.O. oP -DATA PLATE N-THIRD PARTY LABEL A-STATE LABEL ALL CONSTRUCTION SHALL MEET THE STATE OF NEW YORK ARCHITECT OR ENGINEER COVER SHEET REQUIREMENTS OF THE CODES OF NEW CERTIFICATION STATEMENT THE PLANS AND SPECIFICATIONS OF THIS SCALE: YORK STATE NOT RESPONSIBLE FOR PERMIT SET ARE DERIVED FROM AND NTS DESIGN OR CONSTRUCTON ERRORS CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH APPROVAL WARNING:IT IS A VIOLATION OF THE NYS SHEET: NUMBER:M 1370.2022.080 ON FILE WITH THE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, DIVISION AND THIS CONDITIONAL APPROVAL UNLESS HE IS ACTING UNDER THE DIRECTION OF A n LICENSED PROFESSIONAL ENGINEER,TO ALTER J LETTER. THIS ITEM IN ANY WAY ENGINEERING# DOOR/WINDOW SCHEDULE 223048 GENERAL NOTES: GARAGE NOTES DRAWN BY: CHECKED 8Y: 1. WATER HEATERS IN ENCLOSED COMPARTMENTS ARE TO BE INSTALLED PER MANUFACTURERS 1.GARAGE SHALL BE PROVIDED WITH AT LEAST ONE RECEPTACLE PER RAS xX SPECIFICATIONS. VEHICLE BAY,5 U2 FT MAX.ABOVE THE FLOOR. DP 2. POWER RANGE HOOD AND FANS ARE VENTED TO EXTERIOR WHEN APPLICABLE WHEN NOT ROUGH OPENING TYPE MANUF. LIGHT VENT U EGRESS RATING DATE: APPLICABLE OR ABLE,RECIRCULATING FILTERING HOOD(MIN.100 CFM)MAY BE SUBSTITUTED IF THERE 2.ALL GARAGE RECEPTACLES SHALL BE GFCI PROTECTED INCLUDING THOSE CALLOUT WIDTH HEIGHT 51623 IS A MINIMUM OF 446 ED NATURAL VENTILATION IS PROVIDED. INSTALLON CEILING. 34112° SZ 112" SWING DOOR 5.14 17.12 0.23 SALESMAN: 3. EACH DWELLING SHALL HAVE AT THE PRIMARY LOCATION A MAIN ENTRANCE DOOR THIS DOOR SHALL A. ATTACHED GARAGE 2.8(1/2 Gless) BE BOTH SWING TYPE AND 36V x 80°H.(MINIMUM). 1.ATTACHED GARAGE SHALL BE SEPARATED FROM DWELLING AND ITS ATTIC 2.8(45 min) 33112" 81 1/2" SWING DOOR - 0 0 0.16 MATT ROZELLE 4. KITCHEN AND/OR BATH CABINETS AND FIXTURES MAY BE SHIPPED LOOSE AND/OR FURNISHED AND BY MEANS OF MIN.112"GYPSUM BOARD ON GARAGE SIDE 3A(2)14"SL 66112° 62112" SWING DOOR - 3.34 19.33 0.16 - INSTALLED ON SITE BY BUILDER. - MODEL- 5. ROOF SHINGLES ARE FACTORY INSTALLED.EXCEPT AT RIDGE AND HINGE POINTS OF ROOF WHICH IS 2.A DOOR BETWEEN DWELLING AND GARAGE SHALL BE A MINIMUM 1318" 3-0(Full Glass) 38112" 82112° SWING DOOR - 9.14 19.33 0.30 TWO STORY FACTORY FURNISHED BUT FIELD INSTALLED BY BUILDER.SHINGLES MAY BE FURNISHED BY BUILDER SOLID CORE OR EQUIVALENT,20-MINUTE RATED,AND EQUIPPED WITH SELF A41 481/2" 24 518" AWNING ANDERSEN 5.9 1.9 0,31 N/A 35 AND FIELD INSTALLED. CLOSING DEVICE 6. HOLES,OPENINGS AND ACCESS PROVISIONS FOR COMPLETION OR INSTALLATION OF EQUIPMENT MAY AN21 24518- 21" AWNING ANDERSEN 2.2 0.9 0.31 N/A 35 BE DONE INFIELD IF DONE IN SUCH A MANNER AS NOT TO AFFECT THE INTEGRITY OF THE STRUCTURE. B. DWELLING ABOVE GARAGE FWG8080 96" 96" SLIDING DOOR ANDERSEN 42.98 25.46 0.32 40 ALL FLOOR,WALL AND CEILING PENETRATIONS MUST BE FIRESTOPPED PER CODE REQUIREMENTS. 1.GARAGE MAY HAVE HABITABLE SPACE ABOVE,AND IF SO GARAGE SHALL BE 7. CHIMNEY PIPE AND DUCT PENETRATION THROUGH FLOORS,WALLS AND CEILINGS SHALL HAVE SUCH SEPARATED FROM DWELLING BY 518'TYPE 9C GYPSUM BOARD. TW20210-2 51718" 36 7/8' DOUBLE HUNG ANDERSEN 7.36 4.36 0.31 N/A 40 OPENINGS FIRESTOPPED. TW24210 30118° 36 718" DOUBLE HUNG ANDERSEN 4.46 2.56 0.31 WA 40 8. FOR FIELD CONNECTIONS SEE MODEL CROSS SECTIONS. TW3046 38118" 56 7t8" DOUBLE HUNG ANDERSEN 10.31 5.73 0.31 33 718"x24114" 40 9 RESPONSIBILITY.ALL NOTES PERTAINING TO"INFIELD°,'BY BUILDER"OR°"~ARE BUILDER/CONTRACTORS TW3046-2 75 718° 56 7/8" DOUBLE HUNG ANDERSEN 20.62 11.46 0,31 33 7/8"x24114" 40 10. ALL PIPING AND DUCT WORK IN UNHEATED SPACES SHALL BE INSULATED PER APPLICABLE CODE. TW3056 381/8" 68 718" DOUBLE HUNG ANDERSEN 12.89 7.14 0.31 33 7/8"x301/4" 40 11. EVERY SLEEPING ROOM SHALL HAVE,IN ADDITION TO PRIMARY EXIT,AN EMERGENCY ESCAPE AND 2i RESCUE OPENING.WHERE WINDOWS ARE PROVIDED AS MEANS OF EGRESS THEY SHALL HAVE A SILL WINDOW/DOOR SCHEDULE NOTES: HEIGHT OF NOT MORE THAN 44°ABOVE FLOOR,HAVE A NET CLEAR OPENING OF 5.7 SQ.FT.(5.0 SQ.FT 1. WINDOWS,DOORS AND SKYLIGHTS OF EQUAL OR BETTER PERFORMANCE AND MANUFACTURED BY OTHER THAN SHOWN MAY BE SUBSTITUTED. o GRADE LEVEL)AND MIN.AND NET CLEAR OPENING OF 20°X24 2. WINDOWS,SKYLIGHTS AND GLASS DOORS USED SHALL BE NFRC RATED. ca 12. A SMOKE DETECTOR SHALL BE AC/DC TYPE,POWERED FROM A LIGHTING CIRCUIT AND PROVIDED ON 3. EACH PLAN DESIGNED FROM BUILDING SYSTEMS WILL COMPLY WITH ENERGY REQUIREMENTS OF BUILDING ENVELOPE OF EACH COUNTY OF o_ EACH FLOOR LEVEL INCLUDING BASEMENT.SMOKE DETECTOR SHALL BE INSTALLED IN EACH BEDROOM SP.,ECIFIC_STAT.E,jREScCHECKWILL BE,DONE FOR EACH). Y _._......_._._. - � U IN THEVICINITY OF BEDROOMS;AND WiAMIN SUCH A WAY-MAT ACTIVATION ff bNE WILL-� ' ACTIVATE ALL,AND WITH NO INTERVENING SWITCHES.IF ADDITIONAL SMOKE DETECTORS ARE STAIR NOTES: 4. FOR WIND BORNE DEBRIS REGIONS,WINDOWS ARE TO 8E PROTECTED WITH WOOU�STRUCTURACPANECS:`PANELS'ARE TO BE PROVIDED---------- ON-SITE BY BUILDER AND SHALL BE AVAILABLE ON PREMISES. INSTALLED BY BUILDER THEY MUST BE INTERCONNECTED WITH ONES INSTALLED BY MODULAR 1. BASEMENT STAIRS SHOWN ARE TYPICAL FOR STANDARD PLANS. 5. WHEN THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72"ABOVE FINISHED GRADE OR SURFACE BELOW,THE LOWEST PART N wQ ( III I MANUFACTURER.12a.A CO DETECTOR SHALL BE INSTALLED ON EACH FLOOR,IT MAY BE HARD WIRED. 2. ALL STAIR OPENINGS AND HEADERS ARE BASED ON BASEMENT CEILING OF THE CLEAR OPENING SHALL BE MINIMUM 24'ABOVE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED.GLAZING BETWEEN 14. SPACING OF INTERMEDIATE GUARDRAILS AT STAIRWAYS SHALL BE SUCH THAT A 4'SPHERE CANNOT HEIGHT OF 8'-0'UNLESS SHOWN OTHERWISE. THE FLOOR AND 24"SHALL BE FIXED OR HAVE AN OPENING THROUGH WHICH A 4°DIAMETER SPHERE CANNOT PASS.EXCEPTIONS PER R312. M PASS THROUGH. I I i I I 15. ENCLOSED ATTICS AND ROOF SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE 3. RISE,RUN AND OPENINGS FOR STAIRS MAY VARY AS PLAN DESIGN UNDERSIDE OF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VARIES.MAXIMUM RISER OF 81/4,MINIMUM TREAD OF 9',WITH A 1114" z VENTILATION OPENINGS PROTECTED AGAINST RAIN AND SNOW AND COVERED WITH CORROSION NOSING.STAIRS WILL HAVE MINIMUM HEAD ROOM OF 6'-8°,MINIMUM O V]�NCf Q10 f01� RESISTANT MESH NOT<118"NOR>1/4"IN ANY DIRECTION. WIDTH OF S-O'. w 16. SAFETY GLAZING SHALL OCCUR: 4. BUILDER IS RESPONSIBLE TO INSTALL BASEMENT STAIRS,LANDING AND a. IN DOORS RAILINGS.RAILINGS SHALL BE INSTALLED AT 34"TO 38"MEASURED b. IN ENCLOSURES FOR AND WITHIN 60"FROM HOT TUBS,WHIRLPOOLS,BATHTUBS AND SHOWERS, WHERE THE BOTTOM EDGE OF GLAZING IS LESS THAN 60°ABOVE THE STANDING SURFACE. VERTICALLY FROM NOSINGL 5. MAXIMUM VARIATION IN RISER HEIGHT BETWEEN 2 ADJACENT RISERS IS I c. IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE NEAREST VERTICAL EDGE IS WITHIN 24'ARC OF A DOOR IN CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60" 3116". ABOVE FLOOR. 6. MINIMUM CLEARANCE FROM WALL TO HANDRAIL IS 11/2",HANDRAIL MAY d. IN AN INDIVIDUAL PANEL OTHER THAN THOSE LISTED ABOVE THAT MEET ALL OF THE FOLLOWING PROJECT INTO THE STAIRWAY MAXIMUM 31/2". ° CONDITIONS: 7. LANDINGS SHALL BE AS WIDE AS STAIRS BUT NOT LESS THAN 36". (1)EXPOSED AREA IN AN INDIVIDUAL PANE GREATER THAN 9 SQ.FT. 8. SWING OF DOOR OPENING ON A STAIRWAY SHALL NOT OVERLAP TOP a (2)BOTTOM EDGE IS LESS THAN 18'ABOVE THE FLOOR. (3)TOP EDGE IS GREATER THAN 36•ABOVE THE FLOOR STEP (4)ONE OR MORE WALKING SURFACES WITHIN 36"HORIZONTALLY OF GLAZING. 9. ALL STAIR RAILINGS AND GUARD RAILS SHALL BE INSTALLED BEFORE e. IN WALLS ENCLOSING STAIRWAYS OR WITHIN 36"Of THE TOP OR 60'OF THE BOTTOM OF STAIRS, DWELLING IS OCCUPIED. WHERE THE BOTTOM EDGE OF GLAZING IS LESS THAN 36°ABOVE THE WALKING SURFACE. 10. 3 OR MORE RISERS SHALL BE PROTECTED BY HANDRAIL ON AT LEAST 17. PLASTICS(INCLUDING GLAZING,SIDING AND SKYLIGHTS)AND FOAM PLASTIC(INCLUDING INSULATION) ONE SIDE. IF USED SHALL BE IN COMPLIANCE WITH STATE CODE 11. OPEN SIDES OF STAIRS OR LANDINGS 18"OR MORE ABOVE ADJACENT I 18. MINIMUM HABITABLE ROOM SIZE TO BE 70 80.FT.WITH A MINIMUM ROOM DIMENSION OF T-W.ONE FLOOR AND O WINDOWS ON STAIRS OR LANDINGS SHALL HAVE ROOM A MIN.OF 120 SQ.FTAND A MIN.DIMENSION OF 10 Fr.(MINIMUM DIMENSION OF 10'-v IS NOT CODE REQUIRED BUT IS A MANUFACTURER'S CHOICE) RAILINGS. 19, THE NUMBER OF MODULES MAY VARY. 12. OPEN RAILINGS SHALL HAVE GUARDS BELOW RAILING THROUGH WHICH 20. IN AT71C&ENCLOSED RAFTER SPACES,THE MINIMUM VENTILATION AREA SHALL BE 11300 OF THE AREA A 4"SPHERE CANNOT PASS, OF SPACE VENTILATED,PROVIDED A VAPOR RETARDER HAVING ATRANSMiSSION RATE NOT 13. STAIRWAY SHALL BE PROVIDED WITH ILLUMINATION AND WITH A SWITCH eM+' ""'^""�" Z EXCEEDING 1 PERM IN ACCORDANCE WITH ASTM 96 IS INSTALLED ON WARM SIDE OF ATTIC INSULATION W W E =Q AND PROVIDED 50%OF THE REQUIRED VENTILATION,BUT NOT MORE THAN 80%OF AREA PROVIDED BY IN BOTH DIRECTIONS. � �J� �.. ff�� V.. _ VENTILATORS INSTALLED IN THE UPPER PORTION OF THE VENTILATED SPACE AT LEAST 3 FT.ABOVE ( ► / O oz Cn rzo EAVE OR CORNICE VENTS,WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR Lu z o i uai c� mm CORNICE VENTS 1>z a c 21. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF NOT LESS THAN 6% NOTE: Q '-' IWo +=o L E OF THE FLOOR AREA OF SUCH ROOM.THE MINIMUM NATURAL VENTILATION AREA SHALL BE 4%OF THE THE BUILDER IS RESPONSIBLE TO INSTALL PROPER INSULATION . L ;Q Z Zuj,N FLOOR AREA VENTILATED, PROTECTION OVER ATTIC ACCESS OR PULL-DOWN STAIR AND/OR #. ! ��%o ¢N 22. WHEN WOOD FRAME PROTECTED CONSTRUCTION(VA)IS USED,GYPSUM BOARD IS REQUIRED TO BE INSULATION DOME OVER A PULL-DOWN STAIR LL ATTACHED 7"O/C.DUE TO INCREASED NUMBER OF FASTENERS,MORE THAN USUAL NUMBER OF I>W " NAIL-POPS WILL OCCUR.IT WILL BE BUILDERS RESPONSIBILITY TO RESPACKLE AND RE-TOUCH THESE �4? 4 'C: ,>_ is o " AREAS. 23. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. DRAWING: GENERAL NOTES& SCHEDULES SCALE: NTS • Flame Spread Index: <200 • Smoke Development Index: <450 EDUCATION LAW IARTICLEL 14450FOR ANY PERSON, SHEET: UNLESS HE IS ACTING UNDER THE DIRECTION OF A O LICENSED PROOIFESSIOMNA AE YGIINEER,TO ALTER ENGINEERING# 223048 DRAWN BY: CHECKED BY: RAS XX DATE 5-16-23 RIDGE VENT SALESMAN: MATT ROZELLE MODEL TWO STORY m0N� lllII z 15'$1!2' TW24210 iW24210 TW2421D 15$1Y2" � m O FINISHED CEILING 1'-0' z 12'-0" ALUM.FASCIA m co PERFORATED SOFFIT zo¢ ------ .------...__ OUTSIDECORNER V5 - z ami m ��� llllt EGRESS EGRESS Ll ElFl iT(1'?T T f[nj-- fT�T i[. �Tif i7_Ti,ti ITiR�IJI_fl'Ir .-m m m 1 I W N N N �annlill!!nu!!liuuu�i!!nnnllu!Inl!!III!!ull <rr� I f l l l --------------- 11 11 11 1!II H II li p If 111 11t 11f 11 11 11 11 A 11 it li It 11 11 NI I o b"d, r !I11ai!1iiti1!I11!111li11 1111!Iit1111it111111111111 FINISHED FLOOR I I !!I II it II 111111 11 11 11 11 11 it I II II 11 11 11!1 it 11 II 11 11 I1 111 i I I Cw ci ii uu�i It t L1 rLL7L-i lI L LI�1�!J11L L z2— L 0 0 I I .-Nm v,nmr w L-------------------- FIN SHED CEILING L_ — —T-j ui �M e t �U) EGRESSIF I I I I Ij it I i1 I ---------------it 0 0 If_ ad FINISHED FLOOR it go 1 1---------------!--� tl--------------- 11 r--------------- I I AV_G GRADE_ - _ ACCESS TO GRADE BY BUILDER FRONT ELEVATION PORCH NOTE: PORCH ROOF,DECK,RAILINGS 8 POSTS SUPPLIED& INSTALLED ON SITE BY BUILDER PER ALL STATEILOCAL F N CODES&INSPECTED BY LOCAL BUILDING OFFICIAL. iW m m p qg. !�ca =off MH co w am L1.1 LL •: ... I>� DRAWING: FRONT ELEVATION SCALE: NTS WARNING:IT IS A VIOLATION OF THE NYS SHEET: EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A 1 a LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS ITEM IN ANY WAY ENGINEERING# 223048 DRAWN BY: CHECKED BY: 51yts RAS XX DATE 1735 EfMRESlERSl" fNIRESf[DROOF 335 r� wnREsxFDtmoFpYP•t tea 5.16.23 SALESMAN: a i! u MATT R0ZELLE 7 r —iT MODEL- TWO STORY Fll MED IUHG FE I-11 FE D m m za¢�-����n+�ser�-;,Amy � ,����; z i tz ;'ilii ii ii ii ii ii ii ii ii ii ii 1l ti iialliinun iiiiiii 11 i Ic�ill! uiiuiiii7l — u hluruunnlnnnlnnitmnunn;nun=.?+d Ilu:nnlunnnnunu FwrsxEoacaa \--1 7 r.' n u ri it l:1!11 11 1111,11146 I II D n 1111 S(I q:i}.%�.1 III 1�(li 11 iI:i L n 11 n D n l, F<vtsH>D ROOK W L:itit,]uu1 :1113�R2AliE717�__ r'', -In ligi n1'; 3 S 6 IY F C ' 0 I:BLNGwasfCDCFd110OLL ---- o rn ZM T I i l o t 1 1 •'JED a o y ii ii m � aLi co 0: mi tI II �a I I I I FINISHSDFL R F71951i®FLOOR N N N a N l l l i l AVG T3717E zp LEFT ELEVATION PORCH NOTE: RIGHT ELEVATION PORCH NOTE: H,RALINGS&P PPUED& PoWDEC Rag=&P0STSSWPED& UWALLEDONSITEFAPEBALLS LTON SHE BY EUSDERPERALLSTATEGC AL CODES&INSPECTED BYLOCALBILDGOFFICAL CODES&INSPECTED BYLOCALO NO OFFICIAL unvltfm� cc W � RDM%rNT § z ALUILFASCR 1'-0' MUEOCEILING10 PERFORATED SOFFIT Li OUTSIDE CORNER f Lu =o ff R a +Slr zi�ca a e �.:.. rl �P,`�1�iRFr'+L�`�TSir)rr�T_R?iC� EGRESS EGRAS EGRESS .� � z EGRES9 ',l O Z �� Z U i I linuunn:uwlnl�i,inl,uni1R11811u1111iW Trp co Itll tlNi1117111111111111Il I;1, iI L'till l!II 111111 UII;Ii Lu�a I,ii DnuulMniSRI!!I111 a L W �o�o ��II'lli7nll 11 ll!1U1111 ionull:uu n:9 :�Tf11i!L!:I:.�j L471liL--W_t�?LitCCJ MISSED FLOOR y ,-' $ CL 7`•[�� 1111! (sC 13 CD RHO w fig uJ m DRAWING: ®® ELEVATIONS FINISHED FLOOR SCALE: REAR ELEVATION ACCESS TO GRADE BY BUILDER NTS WARNING:IT IS A VIOLATION OF THE NYS SHEET: EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF 1 b LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS ITEM IN ANY WAY ENGINEERING# 223048 535" DRAWN BY: CHECKED BY: 41'-6" 12'-0" RAS XX DATE: 4'S 3/8° 7"-7" 7'-7' 9'-7 518" 125" 5.16-23 7 314" 22'-5114" 17-9112' 4=7112" SALESMAN: HDR1-2:(2)2x8 SPF#2 MATT ROZELLE R0:38118 x 68 718 R0:96°x 96' R0:38118 x 68 718 R0:51718 x 36 7/8 TW3056 FWGD8080(SHIP LOOSE) _____---- MODEL: 2JS 2JS 1W3056 7W202102 __________ v HDR-1:(2)2x6 SPF#2 HDR1-0:(3)1.5x7.25°LVL 2 TEMPORARY FRAMING 1 TWO STORY HDRi-1:(2)Zx6 SPF#2 W3042 W12142 la� W2742Qm 4Q x o i B30 DW B27 C2? F_ 1 cop SB36 sc r N 6'VENT FOR 1 m 0 r FIREPLACE AND FLUE ro � c I ON SITE HOOD I z m ON-SffEBY BUILDER. c° KITCHEN 0 9-6" 2'-6" RAISE CABINETS 314" _ OMIT GTOPS O N PANTRY N° 11'-5112° o O Z RO:341/2°x82I/a :W. w.- 7 - 6'-2° 0 0 I 5 GHDR14:(2)2x8 SPF 2moN, ._..__z_,8(11_2 -Glass_.._ -------- ------------,- ------____- 11 ozPANEL BOX rnPOS4-2 POs 4-2 FAMILY ROOM DINING ROOM SF800 PANELBACKER MOCWjtr ----------J w� LT=41.99(REQD)101.90(PROV)O VT 21.00(REQD)56.36(PROV) (I)LAYER 112"GYP BY SBS o rn Lu m co OVER SHEATHING o rn it ---.._... 2-6 m CLBI-1:(2)1.5"x1125"LVL CLG BEAM EACH MOD. MODULAR GARAGE r z ONSITE g I! 16'-9114" r 2-2x4 SPF#2 13'-3112' 2-2x4 SPF42 DOOR SWEEP In N �* EACH MOD. EACH MOD. 0 -_-- FLUSH CEILING 2-6 _ - (2)1.5x11_25"LVL IN CEILING,EA.MODULE -- 2-6 ------------- - - - - - - - - - - - - ----- `v CLG LINE ---- FLUSH CEILING 2-2x6 SPF#2 FLUSH CEILWG - 2.2x6 SPF#2 r 11'8° 2'-0112' 2'-0112' DN _ =; LL 2'-9112" 3'-1114" EACHIOD---------- ---- W EACH MOD I ZZ I N N m 7/16"SHEATHING 7/16"SHEATHING 3-1n N m z t I UNDERGYP CEMENT BOARD UNDER GYP THIS -i1- c LAUNDRY r I ' Z;, SURROUND SIDE OF WALLtn �� I 311" T-0" 1 x I I o — — OPEN TO ABOVE I� w W �, N LINEN LIVING ROOM ¢ L 'g o I I `0 �� i BEDROOM#1 2-0 6'� WRP AREA=17D.32SF STD CASING I I 'n z AREA=131.52 SF `v LT=13.63(REOD)1623(PROV) ~ '' 2.6 N¢ LT=10.52(REM)19.49(PROV) VT=6.81(REQD)25A7(PROV) N `� Vf=5.26(REOD)924(PROV) m ?o >1/2o"F F 00 ( j BATH#1 s v1s" _ x m `0 I GHDR1-2_(3)2x12 SPF#2 NN ------ ----_.— N zd Imo' z 0 8'-3"R.O.FOR ONSITE GARAGE DR N BATH#4 M 1/2" 11'-51x2^ SOP D N �p aL :o p 5'-11314" 5'-113/4' oT tLZ 0 ° `�' HDRt-1:($2x6SPF#2 1 a F=� HDRi-1:(2)2x6 SPF#2 1/2"F_ D�-1:2 2x6 SPF#2 ° ( 0 571 SF8B4 571 TEMPERED HDRI-1:2)2x6 SPF#2 ! �p z �Y F-A3-0w/2Sl TEMPORARY FRAMING W 2 t� Fo ------------------ ' j �o � Y TW3056 TW3056 I HDR1-3:(3)2x8 SPF#2 I TW3056 TW3056 IW �o o R0:381/8 x 68 718 :38118 x 66 718 1 110:681/2"x98112" I R0:38118 x 68 718 RO:38118 x 68 718 6112" 9'-0° 4° 6'5" ^ I 12 8° 4'-0" 7 3!4" 6'-2 314" ® (Q z �`�'�' N 3'S' 101-91 6'6 6'S° v 10'-9° 3'6• ��.�y f. coI5_. N u� o <H PICTURE FRAMES Lu LL PORCH ONSITE BY OTHERS I m I ( Q s �. W (NO SILL) `, � o ON INTERIOR L- NOTE. NOTE: ALL INTERIOR DOORS TO BE SOLID CORE DOORS. " - m DRAWING: SEE SHEAR WALL PLAN FOR FRONT 1ST FLOOR PLAN ACCESS IN SHEATHING F•��, y: AND OTHER IMPORTANT 9-0 CLG HT SCALE: INFORMATION 8'-0"WINDOW HDR HT U.N.O. NTS - WARNING:IT IS AVIOLATION OF THE NYS SHEET: EDUCATION LAW ARTICLE 145 FOR ANY PERSON, ULEEPOFSSAEEERTAEA LICENSED PROFESSIONAL ENGINEER, O LTR2a THIS ITEM IN ANYWAY ENGINEERING# 223048 I N BY: CHECKED BY:S XX DATE: 5.16-23 SALESMAN: 6'-9 314" 18'-11/4° 9'-10114" 6'-8 314" MATT ROZELLE 12'-7112" 4" 2'-0° 4" 5'8° 4" 6'-3° 12'-5112° MODEL TWO S70RY HDR2-1:(2)2x6 SPF#2 R0:75718x56718 R0:30118x3fi7l8 RO:75718x56718 TW3046-2 TW24210 TW3046-2 HDR2-2:(2)2x10 SPF#2 HDR2-2:(2)2x10 SPF#2 O iV O in N N \G -6co Z-0.u" _ BEDROOM#4 ��5 � ac LT=9.58(REOD)20.62(PROV) �5 �"� 2 Vr=4.79(REW)11.46 ROV) �� BEDROOM#3 Z Q 'n AREA=166.98 SF INSTALL BLOCKING 18"AFF 4 LT=1320(REOD)29.76(PROV) FOR ON SITE PAN '4 7o Vr=6.60(REOD)30.79(PROV) G - --�a o® � -----e®-o v AT \ j_32v.7 .4" -BATH.#3_.�_._.._ N —------ _j La --- JLa INSTALL BLOCKING @ ° oa FOR ON SITE PAN I q if W' OMIT TOP 3 2Vo o2V 2-6 2 6 rn \\ w 61°.CT.. 2-0 I �� \ z 5'-10718'i 5'_1" 112"F> T-2" z \ pi N r W Lu V-0" \ LINEN N cn v Lu a 1 0 N x lrO\ r, CI B 2 O 1 ' O -6 H N Q i to�N Nv�mr fa°d t2 1 F +u 9'-2° 4" b,l• 2!-9° R X w ! I W m r \ co; 5 7/16 a� `� —� "' GARAGE a O f1- z' o v. a `� = AA2210 PULL N LL LL tQ-tin a ` \o! w cn N I DOWN STAIRS FSI i' -- ROOFTOP DECK m ( ( � w m 122-112"x54"R.O. I w N Now ( __) 3'-2° 6-0" 2 DECKING MATERIALS SUPPLIED& — Z= ui w 2$ CL62-1:(1)1.5'x1 FLUSH CEILINGLG EAM EACH MOD. FLUSH CEILING ——_— INSTALLED ON-SITE BY OTHERS — } � ---------------- m ---- 2-0 2-2x4 SPF#2 RAILING SUPPLIED&INSTALLED 2-2x4 SPF#2 Rl`' EACH MOD. ONSITE BY OTHERS EACH MOD. J 1 I Q 7116"SHEATHING UNDER GYP THIS o z SIDE OF WALL Ill N I GARAGE ROOF TO BE FLAT i'� 2 " TRUSSES Wl 1/4.12 PITCH PLUS I �/ I � 0.06"RUBBER MEMBRANE I X BEDROOM#2 OPEN TO BELOW I I w mN ;i AREA=196.35SF `7 I LT=15.63(REOD)2722(PROV) c-4 ip WALK-IN I Vr=7.81(REOD)14.16(PR0V) N CLOSET a z ;j V lam: ►-o > �x o — lO z� HDR2-1:(2)2x6 SPF#2 HDR2-1:(2)2x6 SPF#2 HDR2-1:(2)2x6 SPF#2 HDR2-1:(2)2x6 SPF#2 HDR2-1:(2)2x6 SPF#2 �- TW3046 TW3046 TW3046 TW3046 TW3046 R0:38118 x 56 718 RO:381/8 x 56 7/8 R0:38118 x 56 718 R0:38118 x 56 718 R0:38118 x 56 7/8 dr:' o, 15'40314" 7114" 13'-21/2' 4" 3'-1" ° 3-6 10 9 6'6" 6'-6" 10'-9" DRAWING: c►. < ! FRONT NOTE. 2ND FLOOR PLAN 8'-0"CLG HT ALL INTERIOR DOORS TO BE SOLID CORE DOORS. - SCALE: NTS EDUCATION LAW IARTVIOLATION CILEL 145 FOR ANY PERSON, SHEET UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, NN WAY R,TO ALTER L ENGINEERING# 223048 1-1 1-2 1-3 DRAWN BY: CHECKED BY: RAS XX 17-0° DATE: 5-16-23 T-8114" I I 6-7112' 10'-31/18" SALESMAN: 3 MATT ROZELLE --------------------- MODEL/ TWO STORY x o i I DW I I � I 1 a KITCHEN 0 1 -- O i PANTRY / m I 8'-0314" 1 I z o I N X I X o 1-C FAMILY ROOM DINING ROOM Z/// /i i /� /� cc PANELBOX Z 1 i z ._- I__ _- ��� 11111 i MODULAR GARAGE N I I I I I N j NOTE:STRAP ACROSS NOTE:STRAP ACROSS MODULES @ CLG ON-SITE w/ MODULES @ CLG ONSITE w/ NOTE:STRAP ACROSS R z(4)CS-16 OR EQ.FOR 6,101#. (2)CS-16 OR EQ.FOR 2,977#. MODULES @ CLG ONSITE wl / 3 fA.-Nc7 tt tnm� N (4)CS-16 OR EQ.FOR 4,258#. q � _ _ _ _ _ _ 1 ° — — — — —D (1)CS-20$(1)MSTC48B3 ----- z ------ i W a, LEAVE ACCESS IN SHEATHING ' j SHEAR JOIST:(3)1.5'x9.25"LVL, Q i 1 BLOCK AT 48"oo FOR 2-BAYS. ATTACH EACH END TO FOUNDATION FOR 3,2651bs. =y r— I 1 OPEN TO ABOVE D i I� BEDROOM#1 LIVING ROOM7/16'SHEATHING L_ / i � QJ THIS SIDE °' I f`� i I I ATTACH SHEARWALLT02ND STORY FLOOR ° i :3 02 f' BATH#1 TO IST STORY CEILING WITH LAPPED 44( SHEATHING AND 0.131W.5"NAILS 1N I; 2-ROWS @4°oc w/(12)SIMPSON LTP4. N BATH#4 r-10 1/4' 1'-10 v4 1 ° - 2 CS- F o D am LEAVE ACCESS IN SHEATHING o 0 A / 01" (1)CS-20&(1)MSTC4863 � 1 LLJ cc N / --------- CL�� ��� --------- o`�Z » 1 X a 7 6718° -0�2 11H6 -011116" T67/8' X 3 Lu 2o� OR LAP SHEATHING 0 a I=Z a= SUMMARY', FASTENER EDGE SPACING TIEDOWN FORCE PERF/SEGMENT TOE NAIL 0.131'OC 0.131"OC �' � Q 'i��y >-w SHEAR WALL SCHEDULE END WALL 1-1:DOUBLE 0.148 NAIL 3"O.C. 12901 Ib S 2 2 � iF rA �w SYMBOL FASTENING REQUIREMENT HOLD-DOWN SCHEDULE END WALL 1-Z 0.131 NAIL 4°O.C. 33341b P z 2 W a t1� 1> I DOUBLE-SIDED 7116°STRUCTURAL SHEATHING SYMBOL HOLD-DOWN INTERIOR SHEAR WALL: 0.131 NAIL 3°O.C. 46601b S ; 9I D1 FASTENED WITH 0.148x2,5"NAILS ATTACH 1st STORY TO FOUNDATION WITH: ALL CHORD SPLICES USE(12)0.131"NAILS EACH SIDE OF EACH TOP PLATE SPLICE * t 1 "' W o.c.0.131°NAILS FROM SIDEWALLTO ENDWALL WHERE BOTH WALL HAVE TIEDOWN AT THE CORNER,THEN THE SIDEWALL IS TRANSFERRED AT 3°olc EDGE AND 12'o/c FIELD (4)HUD14 OR EQUIV.FOR 12,901# FRONT 2'oc FASTENER SPACING AND DOUBLE SIDED REQUIRES DOUBLE STUDS AND STAGGERED FASTENERS AT ADJACENT PANEL SEAMS. DRAWING: STRUCTURAL SHEATHING FASTENED WITH � ATTACH 1st STORY TO SHEAR JOIST WITH: 9'-0"CLG HT DOUBLE SIDED REQUIRES ENDWALLS TO RUN PAST SIDEWALLS TO ACHIEVE FULL LENGTH SHEATHING ON BOTH SIDES OF WALL 9� X2331- �Q 1ST FLOOR SHEAR WALL o ; ° 0.131x2.5"NAILS AT 3"o/c (1)CS 20&(1)MSTC4863 OR EQUIV.FOR 4,660# 8'-0"WINDOW HDR HT U.N.O. PLAN ATTACH 1st STORY TO FOUNDATION WITH: 3 STRUCTURAL SHEATHING FASTENED WITH (1)STHD14RJ OR EQUIV.FOR 3,3349 SCALE: NTS 0.131x25'NAILS AT 3'01C EDGE AND 12°ole FIELD WARNING:R IS A VIOLATION OF THE NYS SHEET: EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A 3a LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS ITEM IN ANY WAY ENGINEERING# 223048 2-1n DRAWN BY: CHECKED BY: 2-2 RAS XX DATE Al-6° 5-16.23 3'-713/16° 13'-8114" SA SALESMAN: 5'-5114" 4'S 5116" MATT ROZELLE MODEL: /77 //77 77 // / / / ; // i i / /i i TWO STORY / o O j]. O 0 BEDROOM#4 / BEDROOM#3 / o LL \\ // BATH#3i ' o z� _-----._._ -�,_.-___—__ ._..-____.�. G _..._ ____._,-__...._..—...__._-------.._-------.----------a._------._.—__ co co NO o o \/ `" m in I1I11 IB 2 i--------i GARAGE i rn�N����� // \\\`; L__—____J ROOFTOP DECK tx N 2x6 ® W L? f D to Z� BEDROOM#2 OPEN TO BELOW / f • a Vf 1 N a fN 1 if z LLJ WE W Ifn�¢�O 4 C Z Ln ui SO � 2-B /i77 / / 1 7'-6 7/8" I X X 3'3 718" 3'-3 7/8° L 7'-6 718° I :: _Ac :: o i�' 243A- DRAWING: FRONT _ - 2ND FLOOR SHEAR WALT. PLAN 8'-0"CLG HT SCALE: NTS WARNING:IT IS A VIOLATION OF THE NYS SHEET: EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A 3 b LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS ITEM IN ANY WAY ENGINEERING# 223048 DRAWN BY: CHECKED BY: RAS XX DATE: 5.1623 SALESMAN: MATT ROZELLE MODEL: WALL BRACING PER 2020 RCNYS Two STORY WIND SPEED(Vult): 135 FIRST FLOOR SECOND FLOOR GARAGE EXPOSURE CATEGORY: C m i l l i i BRACED WALL LINE: 1 A 1-B 1-1 1-2 2 A 2-B 2-1 2-2 1-3 1-C 1-D BRACED WALL LINE LENGTH(ft.): 41.50 41.50 29.62 29.62 41.50 41.50 29.63 E29.63 18.00 12.00 12.00 BRACED WALL LINE SPACING(ft.): 29.62 29.62 41.50 41.50 29.63 29.63 41.50 41.50 12.00 18.00 18.00 No.OF STORIES: 2 2 2 2 2 2 2 2 11 1 1 z SUPPORT CONDITION: Roof+1 Floor Roof+1 Floor Roof+1 Floo Roof+1 Floor Roof Only Roof Only Roof Only Roof Only Roof Only Roof Only Roof Only y EAVE TO RIDGE HEIGHT(ft): 10 10 10 10 10 10 10 10 5 5 5 E STORY HEIGHT ft): 11.0 11.0 11.0 11.0 9.0 9.0 9.0 9.0 10.0 10.0 10.0 0 BRACED WALL METHOD: CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP o LENGTH OF BRACING REQUIRED PER TABLE - Y__ - - 12.85_._..-.--_.__12.85.____._____._., _.....____._.. _..__4.50 _._ _----_._._._____.__._____._-------._._-__- _...- ,,_:.. -R602.10.3(1},interpolated(ft:): _ .____-_.___...---_--- z m EXPOSURE FACTOR-TABLE R602.10.3(2) ITEM 1: 1.3 1.3 1.3 1.3 1.3 1.3 1.2 1.2 1.2 EAVE TO RIDGE FACTOR-ITEM 2: 1.00 1.00 0 0 1.00 1.00 1.00 1.00 0.70 0.70 0.70 STORY HEIGHT FACTOR-ITEM 3: 1.05 1.05 L w 0.95 0.95 0.95 0.95 1.0 1.0 1.0 a 1 I 1 I I BRACED WALL LINE QUANTITY FACTOR-ITEM 4: 1.0 1.0 0 0 1.0 1.0 1.0 1.0 1 1.0 1.0 1.0Lu ADDITIONAL GYPSUM FASTENING FACTOR- 1.0 1.0 w w 1.0 1.0 1.0 1.0 1.0 1.0 1.0 o ITEM 7(METHOD GB ONLY, APPLICABLE): IF 4. MINIMUM LENGTH OF BRACING REQUIRED z z !}` 17.54 17.54 w w 8.56 8.56 11.49 11.49 2.52 3.78 3.78 AFTE LENGTH OF BRACING PROVIDED(ft.): 21.57 19.26 27.22 21.79 17.61 25.62 1 18.00 8.06 5.56 :... Lu SHEAR WALL SCHEDULE 11'-8112" FASTEN KING STUD TO HEADER BRACED WALL SYMBOLS LEGEND: EXTENT OF HEADER wlrH(0),sasINKERs (3)2X12 ®=CONTINUOUS SHEATHING BRACED WALL SYMBOL FASTENING REQUIREMENT HEADERwrFlLLER a DOUBLE-SIDED 7116"STRUCTURAL SHEATHING (3)2x12 HEADER w/FILLER 1 FASTENED WITH 0.148x2.5"NAILS FASTEN SHEATHING TO HEADER WITH Bd COMMON MIN.1000# =HOLD-DOWN DEVICE(SEE SCHEDULE) AT 3"o/c EDGE AND 12"o/c FIELD 1,000 LB STRAP EA.END(OPPOSITE SHEATHING) OR GAIVAN¢ED BOX NAILS IN HEADER STRAP,OPPOSITE F Vj 3°oc GRID PATTERN AS SHOWN FAS TO SIDE OF SHEATHING C6 cli TO HEADER W1TH I 2 STRUCTURAL SHEATHING FASTENED WITH TWO ROWS OF 16dILA 0.131x2.5"NAILS AT 3"o/c == OCCUR �a�T ,DGGES SINKER NAILS AT 2x6 FASTENING REQUIREMENTS: v '"°"" '"°°X"°`P°"T"` TocNP' FRAMING -� v; Wx4mommo-axmuuuais cd €3 �aun�n��a+r^rvamc� FRAMING COVERED WITH 3 STRUCTURAL SHEATHING FASTENED WITH N cu WOOD STRUCTURAL PANEL 0.131x2.5"NAILS AT 3"o/c EDGE AND 12"o/c FIELD SHEATHING WITH 3d COMMON I CS-WSP:0.131X2.5"NAILS @ 6"o.c.EDGE&12"o.c.FIELD 4 OR GALVANIZED BOX NAILS AT /16• ao 37ocINALL FRAMING(STUDS, SHEATHING �Z CS-PF:SEE DETAILS BLOCKING AND SILLS)T/P. W CL HOLD-DOWN SCHEDULE ATTACHSHEATHINGTOBANDORRIMJOIsr 0 Q? ���, TH W COMMON NAILS AT 3°o%TOP AND BOTTOM TYPICAL PORTAL FRAME JR z co z o NOTE:CS-WSP SHEATHING SHALL BE FULL-HEIGHT SHEETS,INSTALLED CONSTRUCTION w 12 o Ism VERTICALLY,WITH LONG EDGES OCCURRING OVER WALL FRAMING. SYMBOL HOLD-DOWN =___________________________' iw o ❑ ATTACH 1st STORY TO FOUNDATION WITH: •°••• ________________________________ �0 (4)HUD14 OR EQUIV.FOR 12,901# WOODSTRUCTURALOVER RAL PANEL ¢ Q' , m SHEATHING OVER APPROVED I+� ❑ ATTACH 1st STORY TO SHEAR JOIST WITH: BAND OR RIM Jo1sr 1> 2 1'-10114" 8'-3" 1'-10 14" (1) CS-20&(1)MSTC48B3 OR EQUIV.FOR 4,660# MIN.OVERLAP 91/4° BRACED WALL LINE c I ATTACH 1st STORY TO FOUNDATION WITH: FRONT VIEW(FROM OUTSIDE) CONTINUOUSLY SHEATHED SECTION m I (1)STHDI4RJ OR EQUIV.FOR 3,334# WITH WOOD STRUCTURAL PANELS' DRAWING: 1 METHOD CS-PF CONSTRUCTION SHEAR WALL DETAILS SCALE: NTS WARNING:IT IS A VIOLATION OF THE NYS SHEET: EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A �^ LICENSED PROFESSIO ISN ANY WAY R,TO ALTER V ENGINEERING#A ELECTRICAL NOTES: 223048 1. ALL ELECTRICAL WIRING AND DEVICES INSTALLED BY ELECTRICAL SYMBOLS LEGEND Electrical Load Calculation MANUFACTURER SHALL BE DETERMINED NECESSARY AND PLACED IN DRAWN KED ACCORDANCE WITH THE APPLICABLE VERSION OFTHE NATIONAL $ SINGLE POLE SWITCH Q JUNCTION BOX ® 'PSURFACE-MOUNTLED- a WHOLE-HOUSE FAN Date: 9/22/2023 Signature Building Systems RAS XX ELECTRICAL CODE ACTUAL LOCATIONS OF ELECTRICAL DEVICES IN LISTED FOR CLOSET USE THE MODULES MAY VARY FROM THOSE DEPICTED ON THESE PLANS, $3 THREE WAY SWITCH ® TV JACK ® RECESSED CLG LIGHT Q EXHAUST FANDATE: BUT IN ALL CASES SHALL CONFORM TO THE APPLICABLE VERSION OF � Project Name/Number. 223048 51s 23 THE NATIONAL ELECTRICAL CODE. $4 FOUR WAY SWITCH IAT6 PHONEIDATA JACK Q RECESSED EYEBALL LIGHT ® RANGE HOOD 2. WALL SWITCHES TO BE 48°,RECEPTACLES TO BE 14',AND $� FURNACESAFETY swfTCH WP WEATHER PROOF s� WALL SCONCE Q CENTRAL VAC PORT Air Conditioning " 10000 SALESMAN: COUNTERTOP RECEPTACLES TO BE 48'(38'VANITY)TO THE BOTTOM (DISCONNECT)AT 60'A.F.F. MATT ROZELLE GROUND FAULT DOFF THE BOX FROM THE FINISHED FLOOR(HEIGHTS ARE ® THERMOSTAT GF! CIRCUIT INTERRUPTER ® UNDER CABINET LIGHT O GARBAGE DISPOSAL Central Electric Space Heating ( 0 X.65)` O MODEL I DOOR CHIME BUTTON AFCI ARC FAULT CIRCUIT p FLUORESCENT WALL LIGHT ® MAIN ELECTRIC PANEL TWOSTORY 3. ANY WALL 2 0'IN LENGTH OR GREATER WILL HAVE A RECEPTACLE INTrRRIJPTrR 4. KITCHEN (HABITABLE PACE ONLY)NTERTOP RECEPTACLES SHALL BE INSTALLED IN SUCH DUPLEX RECEPTACLE MR MOISTURE-RESISTANT;PRMN ® 2x2 FLUORESCENT LIGHT �J SUB-PANEL Less Than Four Separately Controlled O U AWAY 80 THAT NO SPACE OF COUNTERTOP MEASUREDALONG THE Electric Space Heating Units ( 0 x.6S) m�a M M WALL WILL EXCEED Z-O,(4'-0'BETWEEN 2 RECEPS.)AND NO QUAD RECEPTACLE CEILING LIGHT ® 2x4 FLUORESCENT LIGHT COUNTERTOP SPACE GREATER THAN I2'WILLBEWITHOUT A 220 V RECEPTACLE Fa FANLIGHTCOMBO ® sMOKEIcocOMBo Four or More Separately Controlled RECEPTACLE.ALLRECEPTACLESWILLBEGFCIPROTECTED. Electric Space Heating Units ( 0 x.40)` 0 5. RECEPTACLES WILL BE ARRANGED SO THAT NO POINTALONG THE 0 112 SWITCHED RECEP EXTERIOR LIGHT 0 ACIDC SMOKE DETECTOR WALL SHALL BE MORE THAN 6 FT FROM A RECEPTACLE. Kg 6. A CO DETECTOR SHALL BE INSTALLED ON EACH FLOOR,WT0 HIN 10 FT SWITCHED RECEPTACLE VANITY LIGHT CO CO DETECTOR • +Use the larger of the air-conditioning or the "10000 10000 walls(10 kVA)assumed for HVAC OF BEDROOMS,AND INTERCONNECTED WITH SMOKE DETECTOR. ($IAfe RECEPTACLE SPOT LIGHT HD HEAT DETECTOR diversified demand of the heating load. system forservice panel sizing only. o (COMBINATION SMOKE AND CO DETECTOR MAY NOT BE USED IN THE FLOOR-MOUNT DUPLEX STATE OF MA) © PENDANT LIGHT P.E. PHOTO-ELECTRIC 7. SMOKE DETECTOR SHALL NOT BE LOCATED WITHIN 20 FEET OF RECEPTACLE Other Loads: KITCHEN OR 3 FEET OF BATHROOM AND IF LOCATED CLOSER THAN 3 LL Watts or Circuit Wire FEET HORIZONTALLY FROM KITCHEN OR BATHROOM DOOR WHEN General Lighting SgFt Volt-Amps Ampacity Size o HALLWAY OR OTHER ROOM RESTRICTS DETECTOR MOUNTING OPTIONS THAN THAT SMOKE DETECTOR SHALL BE PHOTOELECTRIC 1St Story ( 1333 X 3) 3999 15 A 14 2 Z 200 AMP SERVICE PANEL 2nd Story ( 1333 x 3) 3999 15 A 14-2 f g TYPE. ..-..--8:-'ASMOKEDETECTORSHALL'BEACNC?YPE,POWEREDFROMA__._____._...._._. .elRCun--____._.� __.,_. _EAKER_ARE wiRE'eR ___--._ _-,.__ CIRCUIT - --` _ _.__._�-....__"._---�-_----_._.-._Small Appliance-Circuils - 3--x-1500 -- w-4500-____-_w-_..._.2p.A---_.___.__.12-2_...-___ `LL' DESCRIPTION SIZE SIZE DESCRIPTION APP ( ) ru LU C3 LIGHTING CIRCUIT AND PROVIDED ON EACH FLOOR LEVEL INCLUDING IDEN7IF. AMP VOLT SIZE SIZE AMP VOLT IDENnF. Range 8500 40 A 8 3 BASEMENT OR CELLAR AND(IN MA FOR EACH 1260 SOFT OR PART 1 SMALL APPLUWCE(AFCQ 20A 110 12-2 12.2 20A I to SMALL APPLUwCE(AFCI) 2 Dishwasher 1500 20A 12-2 OF)SHALL BE INSTALLED IN EACH BEDROOM,OUTSIDE EACH Z°0 3 OWING ROOM(AFCI) 20A 110 122 12 2 20A 110 REFRIG.(GFl/AFCI) 4 Garbage Disposal 0 20 A 12 2 m I SEPARATE BEDROOM IN THE IMMEDIATE VICINITY IR BEDROOM, 5 WASHER(GF11 AFCQ 20A 110 12-2 12.2 20A 110 DISHWASHER(GFl(AFCI) 6 Washer 1500 20 A 12-2 NEAR THE BASE IEALL STAIRS WHERE SUCH STAIRS LEAD TO 7 BATH GFI 20A 110 12-2 12.2 20A 110 MICROWAVE(GFI I AFCI) 8 ANOTHER OCCUPIED FLOOR THEY SHALL BE WIRED IN SUCH A WAY Dryer 5000 30 A 10� <` n I I THAT ACTIVATION OF ONE WILL ACTNATEALL,AND WITH NO 9 t0 INTERVENING SWITCHES.IF ADDITIONAL SMOKE DETECTORS ARE 1t RANGE(GFI) 40A 2zo 6a ID-3 SDA 220 DRYER Refrigerator 1500 20 A 12-2 c 1� INSTALLED BY BUILDER THEY MUST BE INTERCONNECTED WITH ONES 12 Water Heater 5500 30A 10-2 0 13 12.2 20A 110 RANGEH00D(GFI/AFCI) 14 N v va m r INSTALLED BYMODULAR MANUFACTURER. 15 WATERHEATER"' 30A 220 10.2 742 15A 110 GENERALLIGHi1NG(AFCQ 16 Other 9. NONMETALLIC SHEATHED CABLE SHALL RE TYPE NM B. 17 GENERAL UGHTNG(AFCI) 15A 110 142 142 16A 110 GENERAL LIGHTING(AFCI) 18 it 10.CONDUCTORSAND ELECTRICAL EQUIPMENTSHALL BE LABELED OR Subtotal: 35998 LISTED BYANATTO I I`7 MOGNRED MMNGLAB-"IH 19 GENERALLIGHTNG(AFCQ- 15A 110 142 14,2 15A 110 GARAGE(GFl IAFCI) 20 EQUIPMENTSHALL BE SUITABLE FOR LOCATION AND USE AND IN 21 GENERAL LIGHTING(AFCQ 15A 110 14-2 14-2 15A Ito GENERAL LIGHTING(AFCQ 22 I COMPLIANCE'NTH ITS LABEL AND LISTING. 23 GENERAL LIGHTING(AFCQ 15A 110 142 14.2 15A 110 GENERAL LIGHTING(AFCQ 24 First 10 KW of Other loads @1dP% = 10000 11.ALL RECEPTACLES TO BE GROUNDED TYPE. 25 SPARE SPARE 25 qn 12.STEEL PROTECTORS TO BE USED AT INTERIOR PARTITIONS,AND 21 EXTERIOR WALLS AS REQUIRED. SPARESPARE AaE a Remainder of other loads @ 401%(25998 x.40) = 10399 13,ALL HOLES THROUGH PLATES IN WALL MUST BE FIREBLOCKED. 21 SPARE SPARE 30 000 Above: 10 14.AT LEAST ONE RECEPTACLE SHALL BE INSTALLED IN HALLWAYS OF 37 SPARE SPARE 32 Heat or A/C from A 10'-0'OR MORE IN LENGTH. 33 SPARE SPARE 34 15.CIRCUITS T,'8'&'33'ARE DEDICATED FOR CRAWL SPACE OR 35 SPARE SPARE 36 Total Calculated Load: = 30399 BASEMENT WIRING OR EQUIPMENT INSTALLATION,AND ARE 37 SPARE SPARE 38 INSTALLED BY BUILDER ON SITE(GFCI PROTECTED). 16.ALL GFI RECEPTACLES SHALL BE LOCATED INA READILYACCESSIBLE 11 SPARE SPARE 40 Required Seiuice Size: 30399 -i-240 = 126.7 Amps Z LOCATION 9 17.RANGE HOODS TO BE VENTED TO THE EXTERIOR.IF KITCHEN IS PROVIDED WITH 4%OF FLOOR AREA WITH NATURAL VENTILATION, Additional Sub-panel Size= 0 Amps Installed Panel Size = 200 Amps NON-VENTED RANGE HOODS MAY BE USED. Max panel amps @ 80% = 160 Amps 18.ANY CIRCUITS IN MODULES NOT CONTAINING ELECTRICAL PANEL Total Service Provided = 200 Amps MUST HAVE CIRCUITS WIRED INTO PANEL ON SITE. ADDITIONAL NOTES: 19.LOCATION OF ELECTRICAL PANEL IN CRAWL SPACE MODELS IS TO COMPLY WITH ARTICLE 312 OF THE NATIONAL ELECTRICAL CODE. 1. DWELLING SHALL HAVE A WHOLE-HOUSE MECHANICAL VENTILATION 20.ALL OUTLETS SHALL BE ARC FAULT PROTECTED,INCLUDING SMOKE SYSTEM INSTALLED ON-SITE BY BUILDER.THE WHOLE-HOUSE FAN SHALL I DETECTOR. BE WIRED FOR CONTINUOUS OPERATION AND IS REQUIRED BY CODE. 21.ALL RECEPTACLES REQUIRED BY SECTION 210.52 SHALL BE TAMPER ,I-N PROOF. THE AIRFLOW RATE FOR THESE DWELLINGS ARE BASED ON TABLE M 22,CEILING LUMINAIRE BOXES SHALL BE RATED FOR MIN.50 I.B. 1505.4.3(1)OF THE 2020 RCNYS AND IS AS FOLLOWS: ��-- =o I CEILING BOXES IN HABITABLE ROOMS THAT MAYBE USED FOR :: CL N ~� 666 SQ FT, 4 BEDROOM. > ! _ -Z PADDLE FANS SHALL BE LISTED AND RATED FOR 70 LB. DWELLING AREA= 2,666 �1�►'- ��o z coo z 23.BALCONIES,DECKS OR PORCHES WITH USABLE AREA OF SHALL BE AIRFLOW REQUIRED= 75 CFM. t3A = �+' LL!z o ug PROVIDED WITH A RECEPTACLE LOCATED NO MORE THAN 6-6" 2. BUILDER TO SUPPLY AND INSTALL(1)THERMOSTAT CAPABLE OF " _�• 4 t�t o �a a o ABOVEFOYER A NOT PART SUPPLYING OF AUTOMATICALLY ADJUSTING THE SPACE TEMPERATURE e.., � 24.ALL FOYERS NOT PART OF A HALLWAY 10'-0'OR GREATER IN LENGTH, >7�;' `;` ''. � �C)>- ¢��m AND HAVING AN AREA GREATER THAN 60 SgFt SHALL HAVE SET POINT OF THE LARGEST ZONE. - •� ; LU a!RECEPTACLES LOCATED IN EACH WALL SPACE 3 Ft OR MORE IN 3. 90%OF THE LIGHTING FIXTURES SHALL HAVE HIGH EFFICACY LAMPS. }LU WIDTH AND UNBROKEN BY DOORWAYS,FLOOR TO CEILING WINDOWS AND SIMILAR OPENINGS �►: w{ _� 25.WHERE SWITCHES CONTROL LIGHTING LOADS SUPPLIED BYA MINIMUM PROVIDED LOCAL EXHAUST RATES0 +d3� ' GROUNDED GENERAL PURPOSE BRANCH CIRCUIT,THE GROUNDED .. "� m CIRCUIT CONDUCTOR SHALL BEPROVIDED ATTHE SWITCH AREA RATE `' LOCATION. KITCHEN 1000fm INTERMITTENT or 25 cf n CONTINUOUS. � - DRAWING: 26.GARAGES SHALL BE PROVIDED WITH GFI PROTECTED RECEPTACLES, INCLUDING ONES PROVIDED FOR DOOR OPENER. BATHROOM/ 50Cfm INTERMITTENT or 20 ch CONTINUOUS. ELECTRICAL NOTES 27.ALL RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL TOILET ROOM ENVELOPE SHALL BE SEALED WITH A GASKET OR CAULK TO LIMIT AIR SCALE LEAKAGE,AND SHALL BE IC-RATED. 28.OUTDOOR SERVICE DISCONNECT&OVERLOAD PROTECTION SHALL NTS BE PROVIDED ONSITE BY OTHERS. WARNING:IT IS A VIOLATION OF THE NYS SHEET: EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A p LICENSED PROFESSIONAL ENGINEER,TO ALTER L} THIS ITEM IN ANY WAY ENGINEERING# 223048 1i 17 WIRE ALL RECEPTS FOR ONS ITE DRAWN BY: CHECKED BY: Fl /P --------------- UN6ERCAI ITS UNDER CAB POWER STRIP RAs XX I Wp WP 17 D DIM. rd 7 DIM WP 17 WIRE FOR ON SITE WINE FRIDGE DATE. GF ----------------------- 51&23 1 93 1 m D o � I SALESMAN: 3 L -J LL-- III i t 1 G 6 — -J 1 2 16 MATT ROZELLE 3 --- DW 16 1 2 FI 6"VENT FOR i MODEL: STORY R — ----I RR R J I i l l J ON SITE HOOD i Im , 117 I I '7 I 1�----- II it r--- j }�,� I ; t I I I I 16 KITCHEN 1s 4�° 16 i m l i l l l --------'ti---116 911 j I -o, O 4RH j PANi(RY 2°CONDUIT 1P I O o ► T02ND FL y`,p i 3 "o I 1 I l t 8 CTOPW I I 2 U R n FAMILY ROOM DININ ROOM 1 16 16 8 ; o WIRE&BOX FOR R I -- - ? _ MWS}!: --GTI N j r 4" 20 PANE BOX J ON SRE CEILING 1 I 16 I 1 I j l 16 16 W-3112° tr S 1 FANLIGHT I I I I I 1 I I z o I I I I 1 I 4 1 j l 21 °' ' I HD o I I z cr L > I 1 20 1 I I 1 I 16 16 20 < a 17 I ' 16 I I ----------- � a 3 i I -� 21 I L �R 1 1 r---- GFI �cn� I I 1 I I ----------i — I I) S I I ------ ® as MODULAR GARAGE N�� L—=------ ® ' I I F----- s R �{ I r----------I 1 1 PE ; 20 ME ----- I ----------I 3 3 LG 16 I---- - DIM. I MOUNT o 18 1 --�I DIM. L_ L------------- L_ +�--- I I --�� --------- R i I ---r=--_ ENGINEERING# 223048 DRAWN BY: CHECKED BY: RAS XX DATE: 546.23 SALESMAN: MATT ROZELLE 21 921 P3 23 22 MODEL: o R22 F O O 22 TWO STORY �R -------------- R R -------------- 21 I '1 2 '� FV0511VKS2 22 m I I DIM. 2X6 22- a 122 BEDROOM#4 i DIM• � I --- DIM. tm I 2I JD--------4-- r-------- �-- I WIRE&BOX FOR I , I 23 I 69 1 BEDROOM#3 I 2n CONDUIT f ON SITE CEILING I n 23 -----M22 I r----—M22 I TO ATTIC o CATS FANILIGHT ��I 1 0 P 1 L------J I WIRE&BOX FOR t ------®-®� 21 �R 21(R) I S 21 \ / ! I I I I ON SITE CEILING 1 0 21 A.B. 66" T I ❑21 BATH#3 I 1 I FANILIGHT I Z 21 21 IDMS I \\23j/ 1 r------ I i I 22 z ..__,_.._.__�_._,.._-__.__- R J ONLY_.....__-___r.___._ _._._.....-.._..-r___ ., x_22.. 22 _..__�___S�.__._-_____-_. _�____._ _._-..r� __-1.__._._____.,___.._.._..---__.______--._.__------,_--_-.._. v' o__�.___---- -......- wm WIRE 1 -il FI — I r---------I I n zz �m� -I----- �' g I I-- ONLY I / \ I r --------� I ��m 1 1 1 1 1 I B 2 I 0 0 22 11lNNN RR i I R Ro-- 23 I I I oti !I 1TMR i I I i 23 -�I�-'i TOA LIGHT r 23 L�� I GARAGE \\ I I_�1 II R S 111 1 ---R 23 ----J S L---- 23 R -L'`J� I o L �� _ _ 1 1 ROOFTOP DECK 7 I I DIM. I - w i \i DIM. I D!M. I LC ------------------------- I z 2x6 i ® 1 aui M 24 24 24 1I IM. co I 1 �` uLL pin A.B.@66 -------'i 21 24 Q �6 ; -' 'R�--------Q--------a o �� 24 1 24 I 24 i 24 24 24 ° �24 Z BEDROOM#i OPEN TO BELOW 24m--- ___ _ I WIRE&BOX FOR I X 1 24 T01St FLR SWITCH aD 7 I WIRE&BOX FOR N I ON SITE CEILING ON 517E CEILING I I FANLIGHT I I FANILIGH7 ®�,. I I I I �zLum 24 24 24 4n 24 io�� ��o � ----------------- R R R ------ R ------ R 24 24 ; 0,Z wino 24 '. (>Z� Z coma IW ag =oao BATH FAN FROM BELOW - � ''��"' ��#R� � m 24 24cwo r 1Lu _!lam NOTE: VENT FANS THRU ROOF 2ND FLOOR ELECTRICAL .' '. PLAN FRONT _ SCALE NTS 8'-0"CLG HT EDUCATION LAW(ARTICLE 1450FORANY PERSON, SHEET: UNLESS HE IS ACTING UNDER THE DIRECTION OF A 4 b LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS ITEM IN ANYWAY ENGINEERING 9 OVERALL LENGTH OF HOUSE PER INDIVIDUAL FLOOR PLAN 223048 SIMPSON HDU* --------------------------------------------------------------- SIMPSON—, ATTACH TO STUDS wl ATTACH TO STUDS DRAWN BY: CHECKED BY: I STHDI4RJ' (38)16d SINKER NAILS SIMPSON CN • w/SDS 1/4°x2-112° RAS XX ______________ ____ I COUPLER NUT' " 1ST STUD 24"FROM CORNER T-- ------------ •, Na�ED <� SCREWS (SEE CHART F FLOOR PLANS ARE DESIGNED WITH MAXIMUM WALL THICKNESS OF 10". - 1 roenCN (AS REQUIRED) �e �T� 1 I FOR LOCATION OF STAIRS ----------------------------------- I i <� FOR QUANTITY) 2'-0" 5-16-23 I I SEE APPLICABLE FLOOR PLAN BUILDER IS RESPONSIBLE TO DETERMINE FOOTING AND ALL REQUIREMENTS. 1 1 THREADED ROD TACK SHEATHING i I 1F WALL EXCEEDS 10°,BASEMENT STAIRS MAY BE AFFECTED. I 1 EMBEDDED IN SALESMAN: I I I I I I I cr p� CONCRETE(SEE MATT ROZELLE I I UNLESS OTHERWISE SPECIFIED 1 1 c+wu11°M CHART FOR SIZE) o I i ACCESS TO CRAWL SPACE BY BUILDER ADDITIONAL SUPPORT COLUMNS MODEL I I IN COMPLIANCE WITH ALL STATE AND LOCAL CODES ARE REQUIRED UNDER CLEAR SPANS I 1 THREADED ROD FASTENER CHART NO WIRES I TWO STORY I I IN CEILING GIRDER IN EXCESS OF 5'-0° 1 I ,_, ONE94CHART MODEL SD5;x THIS AREA = I I 1 i REBARLENMGTH '" `; & x ix sHEw coxa MODEL ROD ow ! °OTT' > 1 I ! 1 I I ( SMOKE DETECTOR IN 1 ( <;: ::. HDU2 518• a HDU2 SITE INSTALLE m I I AC/DC BASEMENT BY BUILDER i I ti.: lrrnw. HOU4 sw a . �' °' HDU4 HOLD DOWN I I ® 1 1 REM � HOU5 518' HDU5 I 1 30"30x12"CONCRETE FOOTIN SEE COLUMN SPACING DRAWING 2a 1 1 LmGTH HDUS 71W HOU8 a I I INTERMEDIATE SUPPORT END SUPPORT 1a OM HDU11 1° H14 1 WRRNER HDUtd 1° HOUU14 [ I I i (*)=SUPPLIED&INSTALLED ON SITE BY BUILDER PER (*)=SUPPLIED&INSTALLED N SITE BY BUILDER PER 1 I F .71 I MANUFACTURER'S INSTALLATION INSTRUCTIONS.SEE MANUFACTURER'S INSTALLATION INSTRUCTIONS.SEE SHEET 2B FOR LOCATIONS. SHEET 2a FOR SIZE&LOCATIONS. CORNER COLUMN DETAIL CONNECTION DETAIL-1 CONNECTION DETAIL-2 13 z I II I SIMPSON HDU HOLD DOWN TO FOUNDATION z I I CENTER BEAM WITHIN FLOOR 3112"MIN.DIA.STANDARD STEEL I I SIMPSON STHDRJ14 HOLD DOWN TO FOUNDATION SIMPSON HDU HOLD DOWN TO FOUNDATION m a SYSTEMSEE CROSS SECTION i I w ( ) PIPE COLUMN STANDARD FOR ALL FLOOR DECKING Lu I I FLOOR DECKING U3 I I MODELS WITH FULL BASEMENTS I i co Lu 1 1 16"x16"x8'BLOCK PIER I I METAL JOIST HANGER METAL JOIST HANGER z LL I STANDARD FOR ALL MODELS I I OR 2X2 LEDGER o o. _ _I_ -._ 1__.____,__----- --516".DIAANCHORB,OLT.IMBEDDED.__......--------.,. _._._..__ __ .� __--_--._.._. 59._ ._ ET_. WfTN CRAWL PE`..-._..___..-___...-.--..__._----- ___._.__ .____Y___... _._ _...____.__ ____ .__.-.._______.--__I__._..1 _._.,_.. ..._ _. -. _V_.._._-.._.— .. -- .---.,..-- ---__ x o 1 i m IN CONCRETE MIN.7"(15°IN MASONR FLOOR JOIST FLOOR JOIST ? o m °M'OR"S'MORTAR I I aOKI o @ 6'-0"O.C.MAX.12'FROM CORNER(') CKcx I I ANCHOR BOLTS TO START i'-0"FROM EACH END OF 1 1 3112 0A/4 STEEL PLATE a FOUNDATION AND SPACED PER TABLE R404.1(2)AND SHALL i j WELDED TO COLUMN 2x8 DBL.SILL PLATE zw ag I I BE PLACED SO AS NOT TO INTERFERE WITH FLOOR JOISTS I � '1 1 1 1 CONCRETE INDUSPARGING COVER FOUNDATION STRAP o I I 2 x_CONTINUOUS SILL PLATE FASTENED I 1 WITH BITUMINOUS COATING 518 x18°ANCHOR BOLTS F N N 1 1 1 1 1 TO FOUNDATION WALL WITH 112'DIAMETER BOLT SPACED PER TABLE R404.1(2) c 1 I 1 I 12°FROM CORNER.BOLTS MUST EXTEND A MIN.15'INTO MASONRY, i I (4)318x4"LONG LAG BOLTS OR 7°INTO CONCRETE I i -------------------------- FOUNDATION WALL BY BUILDER. i L--- --------------------------------------J I 3 VT IN DIA.STANDARD a STEEL PIPE COLUMN 16x16"BLOCK PIER 1 I (TYPE'M'OR'r MORTAR) , ------------------------- —� r------------------;J � PERFORATEDDRAINTILE .............................. 1 1 OPT.BAY/BUMPOUT I ° _ I I ....................................... 30°x30"xIO'CONCRETE :°,• "°. 'e. OPTIONAL CANTILEVER L---- x3Dx10 CONCRETE OPTIONAL CANTILEVER + °•' °•' °• : ,: •. FOOTING(STANDARD) > 1 ------------ I : •.•• : FOOTING(STANDARD)SEE-INDIVIDUAL PLAN FOR ACTUAL DIMENSIONS I I 32x32"12"CONCRETE #4 RE-BAR CONTINUOUS FO 1x12°CONCRETE FOOTING IN MA. --------VTR ----------- , FOOLu TINGINMA. VARIES PER INDIVIDUAL FLOOR PLAN FOUNDATION WALL DETAIL BASEMENT COLUMN DETAIL CRAWL SPACE PIER DETAIL FOUNDATION NOTES: Q d� 1.ALL CONSTRUCTION AND MATERIAL BELOW THE BOTTOM OF THE FLOOR JOIST IS THE RESPONSIBILITY OF THE BUILDERICONTRACTOR AND ISM BE DONE IN ACCORDANCE WITH STATE AND LOCAL CODES. 2.BASEMENT ENTRANCE,FOUNDATION OR CRAWL SPACE WALLS EXCAVATION AND BACK FILL PILASTER,ETC-MUST COMPLY WTTH LATEST EDITION OF BUILDING CODE AND WITH LATEST REVISIONS STATE/LOCAL CODES,LAWS,RULES AND REGULATIONS INCLUDING FMHA4241 EXHIBIT D THERMAL TO QUALIFY FOR FEDERAL FINANCING. 3.INSULATION IN FLOORS OR ON FOUNDATION WALLS,AS REQUIRED TO BE THE RESPONSIBILITY OF THE ONSITE BUILDER AND TO BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES. ffi 4.WINDOWS OR VENTS(INSTALLED BY BUILDER)ARE REQUIRED TO PROVIDE 11150 OF FLOOR AREA AS FREE VENTILATION AND SHALL BE LOCATED AS CLOSE TO CORNERS AS POSSIBLE 5.IF WINDOWS ARE INSTALLED IN LOWER LEVEL OF RAISED RANCH UNITS,VENTS MAY OR BE REQUIRED.CHECK LOCAL REQUIREMENTS. 6.THE SILLS OF ALL DOOR OPENINGS BETWEEN THE GARAGE AND DWELLING SHALL BE RAISED NOT LESS THAN 4 ABOVE THE GARAGE FLOOR. 7.ALL FOUNDATIONS MUST BE DESIGNED BY LOCAL P.E.OR R.A.FAMILIAR WITH LOCAL SOIL CONDITIONS. 8.CRAWL SPACE FOUNDATIONS REQUIRE A MIN.OF A 18"x 24'ACCESS OPENING FOR VENTILATION 113 OF 1%OF THE FLOOR AREA PROVIDED BY CROSS VENTS MADE INSECT AND RODENT PROOF WITH SCREEN OR LOUVERS.MIN.CLEARANCE BETWEEN WOOD MEMBERS AND INTERIOR GROUND LEVEL IS 18'. 9.FIRE SEPARATION WALLS SHALL BE CONTINUOUS TO BASEMENT FLOOR(SUPPLIED ONSITE BY BUILDER) 10.PERIMETER RAIL ATTACHED TO SILL WITH 16d NAILS 12°O.C. m 11.MANUFACTURER WILL NOTASSUME ANY RESPONSIBILITY IF COLUMN SPACING BY BUILDERIOWNER EXCEEDS MAX.SPANS SHOWN ON BASEMENT COLUMN SPACING TABLE. LLI °o 1Z.LOCATION OF WASHER,DRYER,WATER HEATER AND FURNACE IN BASEMENT TO BE INSTALLED PER STATE AND LOCAL CODES(OWNERIBUILDER RESPONSIBILITY). 13.ANCHOR BOLTS SHALL BE PLACED SO AS TO NOT INTERFERE WITH FLOOR JOIST. (p z !} x 14.SIZES REFLECT WOOD TO WOOD DIMENSIONS OF UNITS ALLOWING SHEATHING AND SIDING TO OVERHANG FOUNDATION.IF 314FOAM INSULATION IS USED,INCREASE THE FOUNDATION IN LENGTHI W o t� AND WIDTH BY 1 112'M MAINTAIN PROPER OVERHANG.THIS APPLIES MALL MODELS. d'm x 15.FOUNDATION PLAN TO BE SUPPLIED WITH EACH HOUSEf� }O 16.FOUNDATION DRAINAGE AND DAMP PROOFING TO COMPLY WITH ONE AND TWO FAMILY BUILDING CODE ip a i18 w o 17.CRAWL SPACE SHALL BE PROVIDED WITH A MINIMUM 18'X 24"ACCESS(BY BUILDER ON SITE). m 18.MANUFACTURED UNITS COVERED WITH THIS BUILDING SYSTEM ARE DESIGNED FOR INSTALLATION ON SITE BUILT PERMANENT FOUNDATIONS,AND ARE NOT DESIGNED TO BE MOVED OR RELOCATED N QN C9 ONCE INSTALLED. �Lu > TO 19,FOUNDATION TO BE DESIGNED AND BUILT COMPLY WITH A NATIONALLY RECOGNIZED MODEL BUILDING CODE OR AN EQUIVALENT TO BUILDING CODES FOR SITE BUILT HOUSING OR WITH MINIMUM o` a PROPERTY STANDARDS ADAPTED BY THE SECRETARY PERSUANT TO TITLE II OF NATIONAL HOUSING ACT. 20.TO THE MANUFACTURERS KNOWLEDGE THESE UNITS ARE NOTTO BE USED FOR OTHER THAN ON PERMANENT SITE BUILT FOUNDATIONS. 21.RECOMMENDED FOUNDATION ASSUMES A SOIL BEARING PRESSURE OF 2000 PSF, m 22.FOOTINGS TO BEAR ON UNDISTURBED SOIL AND BE BELOW FROST LINE. DRAWING: 23.CONCRETE USED IN CONSTRUCTION OF FOUNDATION TO HAVE A MIN.STRENGTH OF 260D PSI. 24.THE FOUNDATION INSULATION SHALL HAVE A RIGID,OPAQUE AND WEATHER-RESISTANT PROTECTIVE COVERING EXTENDED A MIN.OF 61NCHES BELOW GRADE/(MARYLAND ONLY) FOUNDATION NOTES SCALE: PITS WARNING:IT IS A VIOLATION OF THE NYS SHEET: EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED P OFESSIONN ENGINEER,TO ALTER ENGINEERING# 223048 124" DRAWN BY: CHECKED BY: RAS XX --- -- -- - - -- vX 1469 PLF 5-16-23 N - - _ SALESMAN: N CONCRETE FOOTING MATT ROZELLE N FOUNDATION WALL MODEL TWO STORY 2'-10112' 1'-0 3/4' m j ! 1 1 1 1 PZ34"�j 2314" X X m 533 PLF rn z .n - -- -- o 2 W 10° o TYP. o y Z W O � 2204 PLF 868 PLF 2204 PLF 'a 5.31/2" V-0 V_0" 4'6" 4'-69/16" 6" 5'-4" 5'4" 1 1 1 1 1 I ; i I 9.5K � ---D-` --------- ----- -- - _-i ---------; ' to N . K N N N a 1 1 1 1 1 Omro, --9- ------6- { --+-- --9-- -- 6-�---+- -�- -a ' 9--� --- -'------------- m 'r `------- t i --------- -------- -------- ---- ---; ---' �'', ---------; UNEXCAVATED GARAGE LU y�. l iii I Y-2- sr� I: INSULATED WALLS � { Y AND DOOR ON D -SITE Y= SHEAR JOIST ABOVE-�'r(=j ,y I BY BUILDER (3)1.5 7*25'LVL, BLOCK AT 48'oc FOR 2-BAYS. r r Y h! 1�5j1� ATTACH EACH END TO e-—————- f 58• FOUNDATION FOR 3,265lbs. [�.I-——_——-4t_! ZZ 533 PLF — —UP — SILL PLATE 4 ' vl '3' i'.-10 314" 8.3- � , cl I � e, 12 314' ANCHOR BOLT 1469 PLF dFF- - -_ z CL 72'TYP. 12' IC�-zo LLJ rNOTE: — — — — —� No — — — — — — — — — — — — —� �� 0- HOLD-DOWN t—�W LL HOLD-DOWN SCHEDULE z SEE FOUNDATION DETAIL SHEET 5 I Foundation walls �� � . a-�" SYMBOL HOLD-DOWN — — — — — — — , piers, grade beams and all other I Iw foundation elements shall be designed by a registered m ATTACH 1st STORY TO FOUNDATION WITH: o c SYMBOLS: I I (4)HUD14 OR EQUIV.FOR 12,901# professional having knowledge of the local soil conditions. - m 3 ATTACH 1st STORY TO FOUNDATION WITH: I =HOLD DOWN DEVICE.BUILDER TO PROVIDE HOLD I I In addition to all code requirements,foundation design I DRAWING: (1)STHD14RJOREQUIV.FOR 3,334# L=`1 DOWN TO THE FOUNDATION FOR THE LOADS LISTED. shall incorporate all point loads, hold-down devices equal IFOUNDATION PLAN ??K =POINT LOAD.POINT LOADS ARE FROM 1st STORY I to the hold-down capacity as indicated at all hold-down I I CEILING OR ABOVE AND MUST BE CONSIDERED IN locations uplift loads, lateral loads and it loads SCALE: ADDITION TO UNIFORM PLF LOADS.POINT LOADS AT I I pig ravy I MARRIAGE LINES ARE TOTAL,NOT PER HALF. (�Induced by the modular structure" NTS _ WARNING: ISA VIOLATION OF THE NYS SHEET: I 'MATEWALL PLF LOADS ARE TOTAL(NOT PER HALF). I — — — — ' — — — — — — — — - EDUCATION LAWW ARTICLE 145 FOR ANY PERSON, �-- — — _J UNLESS HE IS ACTING UNDER THE DIRECTION OF A 5a LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS ITEM IN ANY WAY ENGINEERING# MODULE MODULE 223048 —-, �—--_. FASTEN MODULES TOGETHER (i WITH 112"BOLT wl NUT& DRAWN BY:I CHECKED BY: i I WASHER AT 48'o.c.,`or* RAS XX 3/8'x 6'LAG SCREWS @ 32"a.c., DATE FOR LENGTH OF MODULE. 5-1623 3 NOTE:SHIM ANY GAPS IN SALESMAN: CLG LINE MATE LINE AT ALL NY NOTE: SHIM AT RIDGE AS REQUIRED MATT ROZELLE j SOLTILAG LOCATIONS. 1.ADHESIVE ONLY GYPSUM ATTACHMENT SHALL NOT BE USED FOR MODEL: ANY FIRE RATED WALLS,ASSEMBLIES,OR DETAILS.MECHANICAL 2x4 SPF#2 RIDGE TWO STORY FASTENING TO BE USED WITH ADHESIVE. 2x4 SPF#2 FLIP RAFTER 30 YR.SELF SEALING ASPHALT SHINGLE OVER 15#ROOF m g I III I UNDERLAYMENT(ASTM D 226 TYPE 1).SHINGLE TO COMPLY WITH ASTM D 225 OR D 1970 WIND RESISTANCE.ASPHALT SHINGLE TO COMPLY WITH ASTM D 7158 CLASS G OR H,OR ASTM D 3161 MODULE_ MODULE •�——w FASTEN MODULES TOGETHER I I WITH 112°BOLT wl NUT& 12 COLLAR TIE:2x6 SPF#2,EA RAFTER 1024116APA RATED OSB ROOF SHEATHING(MIN.). WASHER AT 48"o.c.,*or' 7 2x6 SPF#2 RAPIER @ 16°alc o 318"x 6'LAG SCREWS @ 32"o.c., NON HABITABLE SPACE �I FOR LENGTH OF MODULE. tst FLR LINE II <0 I T-1 112" ICE SHIELD 36'WIDE !i NOTE:SHIM ANY GAPS IN "' KNEEWALL:2A 0 MATE LINE AT ALL 6'-6' 4'-6" SPF#2 @ 16'O.C. z BOLTILAGLOCATIONS. d APPROVED 1'NRSPACEATEACHRAFTER $ 2x10 SPF#2 @ 16'o.c. z� DRAFTS PING _ g MATERIAL2x6SUBFACIA — �u t5 m 1/2'GYPSUM BOARD R-38 HD KRAFT BACKED INSULATION 3'x 112" 3"X 112' y cc I I ( I I PER THERMAL REQUIREMENTS SITE CONNECTION: BEARING STRIP BEARING STRIP FASTEN FLOOR BANDS TO DOUBLE 2K4 SPF#2 CEILING BANDS wl LAPPED TOP PLATES DBL 2x6 SPF#2 0 TOP PLATES SHEATHING& 0 (2)ROWS OF 0.131x2.5°NAILS s c 2x4 SPFSTUDS @ Vat INTO EACH. a; @ 16•DI1Cc 112'GYPSUM BOARD w �J! (2)2x10 SPF#22X10 SPF92 JOISTS @ 16'OIC W 2x10 SPF#2 JOISTS @ 12.0lC 23132'24/16 APA RATED T&G FLOOR SHEATHING 3"RIGID FOAM INSULATION i S2 M2 (R VALUE=R-20) ` SITE CONNECTION: � FASTEN FLOOR BANDS TO (2)2x10 SPF#2 PERIMETER BANDS CEILING BANDS w/0.1314" (2)2x12 SPF#2 PERIMETER BANDS >_ TOE-NAILS @ 5'o.c. IR � U H BOLT w!NUT (@ 2x6 SPF#2 CEILING JOISTS &WASHER L 48'OIC 112"GYPSUM BOARD Z a SZ @ 16"O!C (2)2x12 SPF#2 DOUBLE 2x4 SPF#2 DBL 2x6 SAFES PERR-21 KRAFT BACKED INSULATION TOP PLATES TOP PLATES PER THERMAL REQUIREMENTS SITE CONNECTION: 7116'24116 APA RATED �I I FASTEN FLOOR BANDS TO SILL 112"GYPSUM BOARD WALL SHEATHING PLATE w/LAPPED SHEATHING& `+ 2x4 SPF#2 STUDS 2x6 SPF#2 STUDS i (1)ROW OF 0.131x2.5"NAILS @ 16'O/C @ 16'OIC INFILTRATION BARRIER { @ 4'o.c.INTO EACH. 112'GYPSUM BOARD TO COMPLY WITH ASTM D226 APPROVED DRAFT- �'N 2x4 SPF#2 STOPPING MATERIAL•" SIDING �W 2x10 SPF#2 JOISTS @ 12"OIC BOTTOM PLATES 2x10 SPF#2 JOISTS @ 16°OIC Lu (=o BRIDGING 23/32'24116 APA RATED 2x6 SPF#2 �' id �r O z �=r�Z S1 112'BOLT w/NUT T&G FLOOR SHEATHING BOTTOM PLATES F!. r J 0= a)"z o &WASHER @ 48'O/C � /� W W ;%o O SITE CONNECTION: r• ?( : ; , �� Y ? 'x '� �. (2)2x10 SPF#2 PERIMETER BANDS x3f, f a =N a d �o I FASTEN FLOOR BANDS TO n_ ICd . s . ' SILL PLATE&BELOW �4 z ism .n SILL w/0.131x3"TOE-NAILS :IN FIELD BY BUILDER M7 1 ;&PER DESIGN BY R-19 KRAFT BACKED INSULATION 31/2°x 7"x 1/4' @ 5'o.o. PROFESSIONAL R A 2x8 P.T.SILL PLATE w/SEALER PER THERMAL REQUIREMENTS ;; w UNLESS NOTED OTHERWISE OR P.E. (SUPPLIED&INSTALLED ON SITE BY BLDR.) STEEL PLATE 518'DIA ANCHOR __ z i! BOLTEMBEDDED >" 1 ON SHEET 39 i 1112• ... :`.,.,. ?' o a 13'3" e►, .-^ .. 1 29'-71/2' 2'# 1 . DRAWING: NOTE:FOR FOUNDATION j1 NOTES: &FOOTING SEE SHEET 2a ;.—3-112"STEEL COLUMN i _ SECTION 1. ITEMS NOTED WITH{')SHALL BE PROVIDED BY MANUFACTURER AND ' (SEE FOUNDATION DRAWING I �—FOUNDATION WALL BY BUILDER. INSTALLED BY BUILDER ON SITE,ITEMS NOTED(•"")SHALL BE PROVIDED BY I FOR SPACING) PLANS ENGINEERED FOR MANUFACTURER AND INSTALLED BYSET CREW ON SITE,AND BOTH SHALL BE i 4"CONCRETE SLAB ON 10"THICKNESS. SCALE: INSPECTED BY LOCAL BUILDING OFFICIAL. { 1 6 MIL.VAPOR BARRIER 30°x30°x10'FOOTING 3 NTS 2 FLOOR INSULATION IS NOT REQUIRED IF BASEMENT IS CONDITIONED SPACE I 4'GRAVEL BED WARNING:IT IS A VIOLATION OF THE NYS SHEET: AND FOUNDATION WALL IS INSULATED PER APPLICABLE ENERGY CODE EDUCATION LAW ARTICLE 145 FOR ANY PERSON, (RESCHECK) Q UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER 6a ' THIS ITEM IN ANY WAY ENGINEERING# 223048 DRAWN BY: CHECKED BY: RAS xx DATE 5-16-23 SALESMAN: MATT ROZELLE MODEL: TWO STORY m� 0: lllil Z Z FACTORY CONNECTION: cn LAPPED SHEATHING& o W FASTEN TO TRUSS -- RAILS AND WALL TOP a PLATES W/(2)ROWS OF a m 0.131x2.5"NAILS I I I I I @ 4"o.c.INTO EACH. '4�� Ilill FACTORY CONNECTION: 0,25 112 N Q - TOE-NAIL RAFTER TO TOP PLATE w/(2)0.1310 1 NAILS EA.TRUSS t W � O 112'(min.)GYPSUM BOARD B DBL 2x6 SPF#2 l TOP PLATES qnqn Q� SITE CONNECTION: SHIP LOOSE WALLS FASTEN FLOOR BANDS TO SILL MODULAR GARAGE (2x6 SPF#2 @ 16"O.C.) z in PLATE w/LAPPED SHEATHING& (1)ROW OF 0.131x2.5"NAILS 112"(min.)GYPSUM BOARD 1/Z'24116 APA RATED @ 14"o.0.INTO EACH. WALL SHEATHING 2x6 SPF#2PLATES BOTTOM PLATES GARAGE SLAB 4"GRAVEL BED m !�o SITE CONNECTION: SILL PLATE$BELOW t�} ) a Co– IN o-- } IN FIELD BY OTHERS —� ' ' `' ' r— O rz FASTEN FLOOR BANDS TO &PER DESIGN BY L �� x SILL w/0.131x3"TOE-NAILS PROFESSIONAL RA. 2x8 P.T.SILL PLATE wl SEALER I�Fz a 5"D.C. OR P.E. �{ ` , R: @ FOUNDATION WALL BY BUILDER. " " ! a =�z W= } 5/8"DIA.ANCHOR I PLANS ENGINEERED FOR vW BOLT EMBEDDED a + 1o"THICKNESS. ' .` IW m I �+ �g co DRAWING: \'S� Q�24,3v Q OFN SECTION SCALE: NTS WARNING:IT IS A VIOLATION OF THE NYS SHEET: EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS HE PROFESSIUNDER NAL ENGINEER TO ALTERA 6b THIS ITEM IN ANY WAY ENGINEERING Il SITE CONNECTIONS: 223048 RIM TO EACH INTERSECTING RAFTER DRAWN BY: CHECKED BY: w/(2)#6 x 3°SCREWS. RAS XX A FASTEN(2)1.54.25"LVL DATE; DORMER HDR TOP CHORD wl(2)SIMPSON HGA10 HANGER; 5-16-23 B B SITE CONNECTION SALESMAN: 2 C C MATT ROZELLE FASTEN EA.DORMER RAFTER MODEL 2x4 SIL8 TO DORMERSIDEWALLwI TWO STORY 12 SIMPSON H2.6a; FACTORY CONNECTION > 7 r FASTEN(2)1.5x9.25°LVL D D DORMER HDR TO COLLAR TIE '(2)SIMPSON MMHC w/SIMPSON LU24 HANGER CONNECTOR,EA.TRUSSFASTEN DORMER SIDEWALL FASTEN DORMER GIRDER PLIES TOGETHER wl(3) PLATE TO DORMER GIRDER „ ITCONN ROWS OF 0.1314°NAILS @ 12'o.c.STAGGERED; SE 4°SCREWS(�S'o.a; ' FACTORY CONNECTION ITE CONNECTION z FD — \ cr oil D F LL 3-PLY TRUSS EA.SIDE OF DORMER OPENING z� _�_____y �. _ DORMER CONNECTION•DERAIL—.�...�._____..._.__..._._._.._.._._�.__..___.._.�--_____.__._____._�.r......�_._a�, ::W�. SITE CONNECTIONS: FACTORY CONNECTION: � x3° I i l l l 1. FASTEN RIDGE BOARD TO RIDGE BOARD w/(3)0.131" FASTEN RAILS TO TOP FACE OR TOE-NAILS PER BAY. CHORD&FLIP RAFTER w/ m m W N N N 2. INSTALL(1)1-1/47x0ga STEEL STRAP ACROSS EVERY OTHER (3)0.1315c3'END-NAILS. c�^ { I { { { RAFTER,FASTENED w/(7)0.131'X 2.5'NAILS EACH END. i 0 2 �Nc7Q Nt01� J Ll] 1 ITE CONNECTIONS: FASTEN RIM T( RIM w/(3) SITE CONNECTION: 0.131"x 3"FACE OR W LAP SHEATHING TOE-NAILS PER BAY. ctg ACROSS JOINT,FASTEN TO FLIP&TO RAFTER w/ (3)0.131°x3'NAILS cn EACH SIDE. SITE CONNECTIONS: :t_FACTORY CONNECTIONS: OR:INSTALL(1)1-114 k FASTEN EA.END OF COLLAR TIE TO TOP FASTEN RIDGE TO FLIP RAFTER 20ga STEEL STRAP CHORD w/(6)0.131"x 3"FACE-NAILS OR wl(3)0.131-X3'END-NAILS. ACROSS EVERY OTHER (3)SDS25300 SCREWS, EACH RAFTER. Z RAFTER,FASTENED wl (7)0.131"x3"NAILS EACH _ rp } END. SITE CONNECTION: FACTORY CONNECTION: 1.FASTEN RIM BANDS TOGETHER w/112°CARRIAGE BOLT wl NUT& FASTEN OVERHANG RAIL FACTORY CONNECTION: WASHER @,W 0%.—OR—316'LAG SCREWS @ 32"Ole. TO OVERHANG BLOCK RAIL TO BOTTOM CHORD (-- (SHIM AS REQUIRED.) WITH(2)#6x3"SCREWS, w/(4)0.131x3"NAILS EA. Iw W IS I EA.BLOCK. I=� RAFTER. .. �CL ti IF'ir 2.FASTEN BOTTOM CHORD TO BOTTOM CHORD ACROSS MATEM .L V,I► LINE w/LAPPED SHEATHING AND(10)0.131X2.5"NAILS EA SIDE OF SITE CONNECTION: ('� �1= >mg JOINT,EACH RAFTER. FASTEN OVERHANG RAIL =` W 1=z z TO SIDEWALL WITH(2) ''' ::'i s, j SITE CONNECTIONS: 2 #6x3"SCREWS EA.BAY. It: c1l; � 1,FASTEN KNEE WALL TO BOTTOM CHORD >m W!(2)16d NAILS EACH RAFTER. 2.FASTEN KNEE WALL TO BOTTOM CHORD W wl(1)SiMPSON LTS12 STRAP w/(6)10d FACTORY CONNECTION: m NAILS EACH END,EVERY OTHER RAFTER. TOE-NAIL DRAWING: FACTORY CONNECTION: RAFTER TO TOP FASTENING DETAILS RAIL TO SIDEWALL w/(1)1-1/4"x20 PLATE w/(3) 1 ga.STEEL STRAP @ 43"oc. 0.131x3°NAILS SCALE: FASTENED w/(7)0.13lx 2.5"NAILS EA.TRUSS NTS O EACH END. WARNING:IT IS A VIOLATION OF THE NYS SHEET: EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OFA 7a LICENSED PROFESSIONALTNY WAY R,TO ALTER ' ALLCWABLEFALL IN TRAP ARAM:THETOTAL FALLIN TRAP AIM DUE70 PIPE SLOPE SHALL NOT EXCEED ENGINEERING# ONE PIPE DWMc"IFR,NOR SHALL THEVENTRPE CONNECTION TOA FIXTURE DRAIN,EXCEPT FOR TOGASSUPPLYIF ISLAND VENT VENT THRU ROOF i. ALLGLUMBIN WATER CLOSETSAND SIMILAR FIXTURES,BE BELOW THEWEIR OFTHE TRAP,VERTICAL LEG FORWASTE f BRANCH CONNECTS (MA ONLY OR CONNECT TO 1. ALLPLI CW COMRUCTIONAGMATERINACCOWTHEM00ULARR00RAALCO ES. FLOORSIS THE RESPONSIBILITY OFTHE 223048 FIXTURE ORAOrS: � BUBDER1C4T17RACTORMD IS 70 BEOONEINACCORDANCE WSTATEAND LOCALCMES, AVTUREDRLEG(•B'IN DIAGRAM)MAY BE fNSTALLEDNTHETRM ARM OFAWASTE-VERTICALLEG FOR TOAPPLIANCEOR OTHER VENTS 2 CONCEALED PIPING IN UNHEATED AREAS,INCLUDING OUTSIDE WALLS,SHALL BE PROTECTED AGAINST FREEZING W PLAWW.PIPING SHALL A g WASTEFIXIUREDRAUISAVERIICNLEG(-W IN DIAGRAM)MAY Be INSTALLEDWTHETRMARMOFA TO APPLIANCE IF SAN TEE BE KEPT OUT OFUNHEATEDAREASWHERE POSSIBLE. DRAWN BY-IC HECKED BY: WASTE-FTXNRE DRANK LIEU OFTHE USUAL TRAP ARM TOVENTCONNECTION.TYPICAL BRANCH CONNECTS 3. ALLWAS7EAG VENTLIK_B LY MODULES ARE ABS ORWC PU'EALL SUPPLY LINES IN MODULESARE COPPER PEAL OR CPVC. INSTALLATIONS INCLUDE ISLAND SINKSANOFIXNRES NOTADNCENTTOAWALL.VERTICALLEG TRAP TO GAS SUPPLY d. PITCH ONHORIZONTALWASTELLNES IS lB'PER FOOTFOR 3'010.6,EtER PIPE AND LARGER,1i4'PER FOOT FOR LESSTHA49'DIAMETER RAS XX PIPE 3°VENTTHRUROOF ARMINSTALUTMSHNIMEET THE FOLLOWING CRITERIA: KITCHEN SINK -NEAREST E W��S:INSTALLWTEWITHCLEAN4WPR10RTOEXFMGWALL FOR CONNECLAINTODIspOSALSYSTEM.VNINIMUMWASTELI� DATE i. ALNLM IATRAP DIAMETER SHALL MEET CODES TOSEPIIC(BY BUILDER N FIELD). 3'DROPT01STFLR VERTICAL PARTITION B. wAsHERSHALLHAVEl1>NNwnwLP. 5-16.23 C 2 THE DL4ETEROF SECTIONW SHALL BE EQUAL TO THE DIAMETER OF THE TRAP. 7. REMOVABLETRAPSUNDERALLSMOSTOPROVIDECLFuWWAMEM XX TEE FIXTURE B IQTCHENSINK SHAD.HAVE DRAW WHEN A GARBAGE DISPOSAL OR DISHWASHER ARE CONNECTED. SALESMAN: TABLEP420a7.t 9. HORIZONTAL TO HORIZONTAL AND VERTICAL TO HORIZONTAL DRAW CHANGES W DIRECTION SHALL Bi 45'WYES,LONG SWEEP 90' 3. THE LENGTH OF SECTION A'SHIW.BE NOT LESS THAN B'ANDNACCDRDANCE WITH TABLE P-22D6.T.1. VENT ELBOWS,LONG SWEEP WIVS.6TH,BIH,OR 16 IN BENDS,APPROVED COMBINATIONS OF THESE OR EQUIVALENT LONG SWEEP FITTINGS. MATT ROZELLE MAXIMUM LENGTH OFTAAPARM 4' CONTINUOUS SHORTSWEEPSAREPOWITTEDIN SINGLE BRANCH HOR¢ONTALTOVERTICALCHANCES IN DIRECTION ON3-PLPEANDLARGER 4- THE DIAMETER OFS[iCT10N'B•SQUALL BEONE PIPE SIZE LARGER THAN'HiEDWAEfER OFSECTION W. ALENGTH WASTE 10. BRANCH. VI:HTB7IWCH PIPING SHALL BELOCAIEDA MWOAUMOFEABOVE THE FLOOD LEYFI.OFTHEHIGHEST FIXTURE MODEL' DIA LENGTH I�� (F=n 5• THE LENGTH OF SECTION'B'SHALLBE NOT MORE THAN 36 INCHES CLEANOUT 11. PVC-0WV ME SUPPORTS:ATBRANCHES,CHANGES W DIRECTION,ANDATTHE BASE EACH FLOORAJD MID STORY(VERTICAL)MAXIMUM TWO STORY CAP EVMY*TATTME ENDOF BRANCHES,AND CHANGE OF DIRECTIONS OR aEVATION. 1-14 3.S B THE DRIJETE4CF SECTION'C SHALL BE ONE PIPE SIZE LARGER THAN THE DWAETER OF SECTION'S'. �"GRADE 12 WE PENETRATIGFIRERATED ASSEMBLIES INCLUDING FLODRWUN13SH LLM FIRE STOPPEDWLIERRE REWIRED BYALL CODESWRH 1-112 $ MATEM&EWNALENTTOCD%-MUCr*NMR UGHVrrBCHRPRiEMTESANDSESURABLETOPMEMA78MORUSEM-.TALPIPE K I I 2 8' 7, THERE IS NO RESTRICTION ON THE LENGTH OF SECTION'C. OF P-TRAP PER FOOT 13. FIREMSTOPPINGWAALL�PROVmmANDVERIF BEFASSEMBLY ORREITIS�EREDORCONCEALEDIECONSTRUCTIONPROCESS. 3 10' B BENDS SHALL BE THE DIM1EfER OFTHE LARGEST CONNECTED SECTION. SEDIMENT TRAP INSTALLATIONANY STRU07URAL MEMBER OR NOTCHING SHALL WITH THE STRUCTURAL 4 14' METHOD 14. OFTHECODE If ELBIITSA�RE EXCEEDMTTHEMENBER SLU�BEE WASAFESTRUC URALYCONDITIONB BEI GREINFORCOUED, REPAIRED.OR REPLACEDW ACCDRDANCE WITH THE STRUCTL RA,REQUIREMENTS OFTHE CODE VERTICAL 15. FIELD INSTALLED(O,VSILE)PIPING SHAU.Be APPROVED BY THE LOCAL BUILDING CODE ENFORCEMENT OFFICER PIPING SHALL BE FIELD 11"FOOT VENT TESTED FOR LEAKS FIXTURE 2 1L BATH TUBS,INCLUDING GARDEN TUBS,HYDRO-MABSAGE,ANO HOTNBS SHALL HAVE A7-t2 MIN OVERFLOW. DRAIN 1T. JOINTS AROUND PLUMBING FIXTURES SHALL BE MADE WATERPROOF AT FLOCRS,WALLS.d COUNTERTOPS. 19. EACH FIXTURE SHALL BE NDMDUALLY DIRECT OR WET VENTED, Z 19. EACH DWELLING UNIT SHALL HAVE ONE MAIN 3'STACK FROM BUILDING DRAIN. O 20. ALL VENTS THROUGH ROOF TO BE 3'MW DIAMETER AND SHALL TERMINATE ABOVE THE ROOF.VINTTHRU ROOF DETAIL'FOR REWIRED EXTENSION ABOVE THE ROOF LINE 21. EASEMENT MODELS SHALL BE PROVIDED W FACTORY WITH AY VENTTO BASEMENT STUBBED BROWS FIRST FLOOR THEN CAPPED LONG TURN 114 BEND CLEAN ANO LABELED.EASEMENT VENT MAYBE DELETED WHEN CLOTHES WASHER IS ON THE FIRST OR SECOND FLOOR 118 BEND (LONG SWEEP OR OUT 2'HORIZ.DRAIN 22 ALL TRAP ARMS MUST BESUPPORTEDWITH 314'MRRMUMBFARN64MAONLY) TEE WYE SHORTSWEEP 23. ALL PLASTIC PIPE MUSTBESUPPORTEDATINTERVALS WACCORDANCEWITHAPPLICABLE PLUMBING CODES. 24. TRAPS SRALL BE PLACEDAS CLOSEAS POSSIBLETO FIXTURE OURET.MAXIMUM VERTICAL DROP FROM FDnRE OUTLETTOTRAP WEIR TO 3'VENT SEE NOTES) AN AIR ADMITTANCE VALVE MAY BE USED IF THE "A°TRAP 24'. TEE TEE TEE TEE 114 BEND FIXTURE DOES NOT DRAIN INTOAVENTEDUNE INLET SIZE 25. INACCESSIBLE TRAPSSWdLNOTHAVE UNIONS.CLEAGUTSORSUPJCIMS.ACCESSIBLE TRAPSSHAL BEREMOVABLEWIDHUNIONN zoo _THRU ROOF _......__..... FSEN,oR.HAVE CLEAN 0190PENWG SIZED THE SAME ASE TRAP. __ - _�_. E,..._._� _. --- ..._ _. .---.--__..._.. _-___-..._.... �...__._.. _...___. (NOTPERMiTTEDINMA)__... ....___ _- zi�AXIMUMDIST NCEOFFIXTURETRAPIEDRLAtE9lrSk IaE71ff96T1Rk0UGH WONEMHERSLLEPLLK WGCO E FROM CODEk_____ IPING SHALL TECTED ITH WHEN ESS (MAY BE INSTALLED ONSITE MEMBER Fes-a 2L MEMBE OOR RXTURESSFIALL CONNECT INTO HORIZONTAL BUILDUK30RAN MORETHAN IO PIPE DIAMETERS DOWNSTREAM Of STACK w OR M FACTORY) "B"TRAP ARM BASE AND NOT CONNECTIITOSECOND FLOORDRNN STACK STANDPIPEHEIGHT WASHER 29. POTABLE WATER SYSTEMSHULLBE DISINFECTED ON SITE BY BUILDERW ACCORDANCE WITH APPLICABLESTATE PLUMBING CODES. ANDTRAPSIZE BOX SAN-7E KITCHEN SINK S0. ISLAND RXTUREVENTINGSHL NOT BEPEIMDTED FORFIXTURES OTHERTHN SINKS AND LAVATORIES.(SEEISLAND DETAILS). (OFFSETSANTEES SANTEE 31. ANANTWPHONWGDEVICE•VAWUMBREN�RS,ANDARGAPS:FORWATERDISTRIBUf1GNSYSTEMS-PROTECTIONOFPOTABLEWATER NNN LAVATORY °C°VERTICAL LEG (FIXTURE z WITHBACK-TO- 321.WATT:RHEATERLOCATEDATORONIN=SPACE LEVELMUSTHAVEANANTISB'HONWGDEVICE INSTALLED. ( BACK FD(TURES) CONTINUOUS 322 CLOTHES WASHERMUSTHAVEANMRI-SIPHONING DEVICEINSTALLM(IF NOTBULTINTO THE APPLIANCE). LATION ON VENT SAN TEE c WASTE 32 WATER NAWERARRESTORS SHALL BE INSTALLED WHERE QUICK CLOSIJGVALVESARE UTIU7PD,(LE WASINGMACHONESAND STACK) :° < LAVATORY TAIL PIECE FOR -P-TRAP 3a. AI ADMITTANCEVALVFSMAY BE USED WHERE YOUARENOTABLETOCONNECTTO AVENTED LME OR VENT DIRECTLY THROUGH THE 11- (BACKTG-BACK LAVATORY CONNECTION VENTED LINE ROW.AIRADMITTANCEVALVESSHALLBESIZEDACCORDINGLYINSTALLEDONSITEAFTERTESTINGANDSHALLBESTATICTYPELOCATEDWR T HRU INSTALLATION) OVER FLOW AND WASTE " AMNDAUM OF 6•ABOVEFLOOD LEVELRBM OF THE HIGHEST FIXTURE LEVET..(NOT PERMITTED N MA) "'� ONLY TO VENT D° 34. PIPELNSTALLEDDOWNSTREAM!OFEPOINT OFDEWFRYSHALL NOTEXTENDTHROUGH ANYTCWNHOUSEUNIT OTHER THANTHEUNIT SERVED BYSUCH PIPING. PTRAP P-TRAP lUBfsHOWER 35. AMMIMUM OF(2)HOSESGSAREREQUIRED,(1)ATTHEFRONTOFTHE HOUSEAND(1)ATTHE REAROFE HOUSEAG SHALL CONTAIN _P­TRAP- i -_ �R WHIRUPOot THE VENT PIPE FRQM B.FJMBF-E)RAM,.EXCEPLWATER-CLOSUSAND SIMILAR.SIP.HONIC.EMRES,- o„FLowrRLUEcTioN - OPTION SHALL NOTCONNECT BELOW THE TOP WEIR OF THE TRAP.THE VENT PIPE MAY BE CONNECTED ATA 36. TU&SHOWERCONEROLBSHALL HAVE ANION WlITSTOP SETTO LIMITWATER TEMPERATURE TOA MAXIMUM IF 120'F. I LOWER ELEVATION IF THE FOLLOWING ARE MEP. 37. ALL FIXTUREIAPPL ANCESHUTOFF VALVES NE SAME FLOORAS THEFIXTOREIAPPLANCEAND SHALL BE WDHN 3('OF La FINISH 1.THE VERTICAL SECTION OF THE DRAiN PIPE SHALL AN OPEN VEIN TERMINRYED. A/eiB 3& AN OPENV[LNTTERMINALF1i0MADRAUJAGE SYSTFIJSHALL M1N)TflE LESS THAN 4'4M DIRECTLY[ELEIDIN ANY D00ROPFN•ABLEWNDOW `i FLOORSAN-Tnpll-TIRAAP. BE AT LEAST ONE PIPE SIZE LARGER THAN THE TRAP OR OTHERAR INTAKE OPENING OFTHE BUILDING ORADJACENTSUMLYG NOR SH A LVENT TERMINALS BE LESS THAN 1WHOR¢OATALLY SAN-IEE INLET SIZE UNLESS OFTHEVENTTERMWAL IS T-WABOVE THETOP OF11-E APPLICABLE OPENING. gX9 LONG T714 BEN1!4 BEND 39, OPENINGS M OR ON S1Rl CNREB WF1EtE OPENINGS FORE PASSAGE OF PIPER N WALLS FLOORS OR CEILINGS SHLLLBE PROTECTED TEE WYLONG SLONG SWEEP p.TRAp 1/4 BEND 2.THE HORIZONTAL PIPE CONNECTED TO THE TRAP OUTLET SHALL FROM RODENTS WITH ANAPPROVED PIPE COLLAR FASTENED TO THE ADJ04MNG STRUCTURE SEE ALTERNATE MATERIALS SECTION OF LONG SWEEP BE AT LEAST TWO PIPE DIAMETERS LONG. THECA MANUAL.FOR MATERIALS USED FOR COMPLIANCE OTHERTwwA'PROVED PIPE COLLARS 3.THE DEVELOPED LENGTH OF TH E TRAP ARM SHALL N OT 40. PLUMSMGFIXTURE%DRAMANDAPPL(ANCESUSEDTORECEIVEORDISCHARGELIQUIDWASTESORSEWAGESWdLBEDIRECTLY KITCHEN SINKIDISHWASHERIDISPOSAL WATER CLOSETS BMAIN VENTEXCEED THE VALUES STATED IN THE APPUCABLEPWM81NGCODES. 41. ALPLUMBINGPREOOLIMNM TE�RIALSSHALL SITE LBELSSTEEDBYACERTIFICATIONACENCYASCOMPLYLVGWITH THE REFERENCE) A'-TRAP SIZE PER ALL APPLICABLE PLUMBING CODES SDNDMDSA,'4DIDENTGTED N ACCORDMCEWRH THEAPPUCAME CME %"-TRAP ARM LENGTHS: 42 PLUMBINGFIXTURES OTHERTHANWATERCILOSETS,SHALL BE PROVIMEDWITH APPROVED STRAINERS.EXCEPT HUB DRAINSAND LONG TURN 1114•TRAP-64' STANDPIPES. 0 DOUBLE11413EN 11/2•TRAP-6-0' 43. WASTE RECEPTORS SH4LBE OF ANAPPROVED TYPE.NOT INSTALLED IN RATHRDOMISATTICS,CRAWL SPACES,INTERSTITIAL SPACES TEE WYE-,,,A= ABOVE CEILINGS AND BELOW FLOORS OR IN ANY NACCESSIBLEOR UNVENTED SPACE SUCHAS ACLOSEL WASHER STANDPIPESME T TRAP-V-W ALLOWED N BATHROOMS. =03'TRAP-12'-0° 44. WATER CLOSETJOINTS SHALL BE MADE BY A CLOSET FLANGE ORAWASTE CONNECTOR WITH A SEALING GASKET. 0 rTRAP-16'-0" 'C'-SIZE IS ONE SIZE LARGER THAN TRAP SIZE I 114 BEND 'D'-DISTANCE FROM CROWN WEIRAND VENT CONNECTION LONG TURN ACCORDING TO MAX.DISTANCE OF VENT FROM FIXTURE TRAP VENT DRAIN 3-VENT FROM 1 ill' INSTALLATION AND WEATHERPROOFING 7U6 OVERFLOW 1ST FLOOR VENT STANDPIPE 1' F-- DRAIN DRAIN LONG TURN TERM ROOF PER MANUFACTURERS INSTRUCTIONS 18'MIN• 'VENT W hum 4Y MAX. LONG TURN 118 BEND m 1112' 2' 110 SHOWER T VENT � SAN.TEE FlWSHED DRAINS TOaw � , p°TRAP FLOOR NON-HAZARDOUS ON 5.7GPSED « pyl + oz Cl)-zo FINISHED FLOOR �" f z � TUB DRAIN UNE LOCATION ON 5.7 GPM LINE ��'°` �.: y�, �W-0 I 6 F o FLOW OR LESS +V. Q,'' :�_. to {(>Fz W. o 0 FINISHED FLOOR LINE WASHERIWATERNEATERPAN "VENTPIPESHALTERMINATE �pa jHzw 1112'TRAP FINISHED AT LEAST 12•(NEW YORK:lVI Qc0S j T<Wy MAINE:247 ABOVE THE ROOF l-az-,o �F FLOOR LINE ; �co>_y N PAN IS REQUIREDWHERE ASTORAGEIYPE WATER HEATER OR HOT 11/2'SHOWER OR V ABOVE THE ANTICIPATED CLOTHES WASHER WATER STORAGE TANK N INSTALLED N A LOCATION WHERE WATER W TUBISHOWER LEAKAGE FROM THE TANK WILL CAUSE DAMAGE. 1IreTRAP DRAIN VENT THRU ROOF DETAIL SNOWALCUMULATION, j1. ];3 SHOWER WHICHEVER IS GREATER 3l4'DISHWASHER DRAIN - ', 3'MAIN VENT LOOPED HIGH AND THREADED 1112'VENT 1112 VENT m Ix BW.C.VENT THRU HOLE IN CABINET SIDE OR DSL BRANCH VENTS SECURELY FASTENED TO COUNTER VENT EXTENSION DRAWING: SAN AS REQUIRED OR WALLORAIRGAP VANITY 1112• PLUMBING NOTES TEE rVENTFOR GARBAGE SINK DRAINS 1 DRAIN FUTURE BASE- DISPOSAL AIR GAP SAN.TEE SAN. MENTFDMRES SAN.TEE TEE FINISHED DISH DISHWASHER PIPE INCREASER FINISHED FLOOR SCALE: FLOOR WASHER FINISHED DRAIN UNE REDUCE2(OCCURS TRAP NTS /// UNE 1U2'P-TRAP AIRGAP LINER-�` 01112,0MIN12'BELOWROOFMA-2• FITTING °TRAP WARNING:WAIT IS ARTICLE 145 F RFTHE NYS SHEET: EDUCATION LAW ARTICLE 145 FOR ANY PERSON, WYE-BRANCH MA-2' FROSTCLOSURE UNLESS HE IS ACTING UNDER THE DIRECTION OFA WATER CLOSETAND MAIN VENT KITCHEN SINKiDISAVASHERiDISPOSAL FITTING KITCHEN SINKIDISHWASHER DETAIL BATHROOM VANITY LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS ITEM IN ANY WAY ENGINEERING# 3'VIR 223048 DRAWN BY: CHECKED BY: /' 1 RAS XX I Y j DATE I 5-16-23 /� I D���J rY y SALESMAN: ,1� mac`\z 13• MATT ROZELLE 3 YTR MODEL. PLUMBING TWO STORY ! ! wC 1 j �• i m��� I I I I I i i 3 j =DRAIN i I 3 3 -——- =VENT j �; ----- =ONSITE SUPPLY ! 1 LAVMY r; PLUMBING 3•wiR i j r i My LAvMv r ITUB I SINK I J'' I S r w.c. CAN — r\ ! =COLD : 1 c 3'VTR \ 1�� C.0. - j \.VTR \ I ---- =HOT /// I ix SHWR C.O. ,, 3' `\\ I ` I ' =HAMMERARRESTOR /x4, ICE MAKER \\\ \\\ I \•� 1 t =SHUT-0fFVALVE // ' I 1? I N \ / AAV r: z I I ff?' •'\ /• `\� I I Tl1B/SHWR 314 / LAV WA ER- qQ / 314' SINKIDW SHWR LAV q i I 'ZpW I i rl ��\ //// `\\ 1 p•! I ..` 1? MV LAV / 3. i \\ I ``•C\i f? L 17 v/17 `\\ m 3 I WC I `\\\ j /i \ N 1 WC 1fY ICE MAKER 17`\\ ^\ 314• 114' `\\ \\`\\ D7 N C7 4 N m t• r j 3.\\.r C.O. IAV `\\ 314' /> HW SRI 314WASHER W I `\\yi �j j // \`\ 314' •\ 1WASHER 314 I' tn W.C. tyt// //�' \`\ i �V ire 114- '314' \\ a4' I W.C. 21 f \`\314' Ir' � 11r`\\j t° ` Ir 314' 17 � ISHWR I I I \ SHWR .�``• g•/' 3 \\ /�,IC.O. WC j I 1?\`\ i ice' Z 2S My LAV � 3111 v ' /< { G0. 1�/ `\\ SHM WATER SUPPLY NOTES: 1. ALL SUPPLY LINESARE TYPE PIXx\3/4' I W.C. 2. FLOW RATES SHALL BE INACCORDANCE WITH TABLE P2903.2(NY) `\ / I `\ 112, i 314• m 3. AMI-SCALD ANDIOR THOM $HOCK PREVENTING DEVICES SHALL BE INSTALLED IN THE WATER SUPPLY TO ALL SHOWER AND SHOWERIBATHING FIXTURES - \\ \ 3!4'//' ' 1 \\\\ //t? W Iml g 4. ANYVERTICAL WATER SUPPLYTUBING TO BE SUPPORTED 4?-T O.O.BY STRAPPING 34' \`\ /' 314• j _ - 5� 5. PIXDIBTRIBUTfONSUPPORTSATTHEBASEANDATEACHFL00RNOTt7(CEEDING `\ // 1'I 1• `\ en ~ 10'4r ON CENTER(VERTICAL)MAXIMUM EVERY 9-T(HORIZONTAL) \�../ I \\ 3f4' LAV im 10 '�Vyy� 1fY` QED'I'!! c J 02 W¢ZO (NY)TABLEP29032 I 1\ �'b!%- t7�� �'.. W�o- F=YOK� MAXIMUM FLOW RATESAND CONSUMPTION FOR t�> - o PLUMBING FIXTURES AND FIXTUREFTTfINGSs 11 — 1? "1t2' ¢�r.. z PLUMBING FlXTURE OR FDCTURE FR71NG MAXIMUM FLOW RATE OR CUMITITY aflltaF � I(I"'}O ¢ CD LAVATORY FAUCET 1.Sg �60psi �' ON-SITE VALVEIW LLN SHOWER HEAD' 20 gpm Q 80 PSI $ wArn HEATER _ SINKFAUCET WATER CLOSET 128gabisper tkrsHngcydo' 1' 9� =' FORSEIGALL0.V•17e941GLLLONFO MnE.3ML%IFOUKDPERS=3EL%ICR-&431Pa WA7ETtPAN '•-: -' j � El C a.AhandlxldattamsprayShall beconsideredtobeaWwmrhead. osshEBYSULtFx ` mss .':Q.:., .�_..': ''C'..= co ¢ b.CDnsumpEw Mewnoes sM bodeWminod iom r&mnoedstandards '•.7:. '... '� �.3 `�Q a The Bush volume fora dua{fluh waterdosetis defined as the composite,wmmge flushDRAWING: volume olheoreduced Wes and omfuflflush. srowP�Lv C PLUMBING DIAGRAMS SCALE: _ NTa WARNING:IT IS AVIOLATION OF THE NYS SHEET. EDUCATION LAW ARTICLE 145 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL EN WAY R,TO ALTER DIVISION OF BUILDING STANDARDS AND CODES STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA KATHY C.HOCHUL 99 WASHINGTON AVENUE L` t_s GOVERNOR � -""t;'�;,_2��i�`'\,%I�C.�+ ` ALBANY,NY 12231-0001 ,'-� Jl\_ , I r^•� `•r L r— ROBERT J. RODRIGUEZ TELEPHONE: 518)474-4073 h3 LLLIII M` I SECRETARY OF STATE WWW.DOS.NY.GOV r, 1 August 24, 2022 SEP 2 9 2023 Mr. Mike Kirby Signature Building Systems of PA, LLC ' '�'��� ' ` 1004 Springbrook Ave T�lt!'� t rT Moosic, PA 18507 NYS RESIDENTIAL MODULAR SYSTEM RENEWAL NEW SYSTEM APPROVAL NUMBER: M1370-2022-080 PREVIOUS APPROVAL NUMBER: M1370-2020-044 Dear Mr. Kirby: In reference to your written application for approval received June 22, 2022 to construct Factory Manufactured Detached One-and-Two-Family Dwellings and Multiple Single-Family Dwellings (Townhouses)System of Models designated M1370-2022-008 is hereby approved to allow such construction in compliance with the 2020 NYS Uniform Codes (2020 RCNYS).This approval is authorized under Title 19 NYCRR Part 1209 and will remain in effect until August 24,2024, unless sooner revoked, and is subject to renewal at that time. A revision in the adopted code version will also warrant a revision in this approval. The conditions of this Systems Approval also include the following: Construction Classification: Type VB Maximum Ground Snow Load: 120 PSF Seismic Design Category: A, B, C or D Townhouses shall be designed to Seismic C or DO (Per 2020 RCNYS Section R301.2.2) Wind Speed: 115 mph to:5139 mph Vult Wind speed >140 mph will require engineered design. Individual Models located in regions having a ultimate wind speed of 140 miles per hour or greater shall be submitted to the Division for review and approval. Exposure Category: B, C(standard)or D (optional) Climate Zone: 4, 5, and 6 Additional Conditions: See the System Cover Sheet for Wind Design Methodologies used in; "Hurricane Prone Regions"and"Non-Hurricane Prone Regions." 1. The manufacturer will submit their Monthly Permit Report summarizing(listing)all permit sets with information about project location, dwelling type, production serial number, and approval number. 2. Individual permit sets are to be submitted to your independent third party agent for review prior to fabrication. Any deficiencies that are found will be reported to the Manufacturer and corrective actions shall be immediately undertaken. Every sheet of each permit plan set submitted shall be signed and sealed by a licensed design professional registered to practice in New York State. The design professional must also provide a statement on the cover sheet of the permit plan set that certifies the plans have been developed from the original systems set of plans and specifications. Additionally, the certifying design professional shall not be in any way affiliated or associated with the manufacturer's third party quality assurance agency. The following statement may be used to provide this certification; "The plans and specifications of this permit plan set are derived from and consistent with the systems set of plans and specifications approved and on file with the Department of State, which were approved on August 24, 2022 under Systems number M1370-2022-080." Page 1 of 3 The approval identified above is limited to all construction that takes place in the factory. Site related work including installation and connection of the building and/or components,foundations, mechanical connections, stairs, decks, etc. is the responsibility of the Code Enforcement Official. The presence of the insignia of approval shall be presumptive evidence that the factory manufactured home or component complies with the provisions of the 2020 RCNYS. If the code enforcement official believes that any factory manufactured component is in violation of one or more provisions of the above referenced code, he/she should contact the DOS for further review and/or determination. 3. All trusses designed for use in Modular Buildings shall meet the requirements of the 2020 RCNYS and the design methodology associated with the ASCE 7-16 design standard. Individual permit plan sets shall provide as a minimum the following information (but not limited to): Cover Sheet which provides information on: • The homeowner/project name, project address including Zip Code and County location • Structural design criteria listing applicable design loads such as ground snow load,seismic design category, wind speed, live loads,dead loads,flood hazard, etc. • Applicable building codes and design specifications • Energy code information including method of compliance, the climate zone used for thermal design parameters, and a statement by a design professional certifying that the plans are in compliance with Chapter 11 Energy Efficiency of the 2020 RCNYS. • The Occupancy Classification, Type of Construction and square footage • Applicable general notes • Index of drawings • Manufacturer's title block • List of items NOT being provided by the modular manufacturer • Verify the intended foundation type and show height above grade, and if the AHJ has determined whether the home is three stories above grade and required to be equipped with an NFPA 13D Sprinkler System. • Additionally, you must verify the location of the building on the lot according to the 2020 RCNYS Section R302"Fire-Resistant Construction". Identify the lines used to determine fire separation distance and provide protection complying with Table R302.1(1)"Exterior Walls"and Table R302.1(2)"Exterior Walls—Dwellings with Fire Sprinklers"and Table R302.6"Dwelling-Garage Separation". Foundation Plan (informational only) showing: • Identify all uniform and concentrated gravity loads in addition to all sliding, uplift, and overturning loads imposed on the foundation by this specific model, all of which need to be used by a design professional in developing the final foundation design. • Anchor bolt/hold down locations and spacing,specialty anchor locations and types • Stairwell location and framing enclosure if required to complete the conditioned space enclosure Floor Plans showing: • Location of the"insignia of approval" • Room names with square foot area. • Amounts of required/provided light and ventilation and emergency egress window locations • Location and amounts of wall bracing based on Table R602.10.3 and length requirements based on Table R602.10.5, including the requirements specified in Section R602.11 for Seismic Design Categories"D0, D1 &D2" • Location/type of fire rated wall assemblies • Stairs with direction up or down • Doors, egress windows and safety glass locations • Header and beam sizes • Attic access locations • Locations of cathedral or vaulted ceilings • Applicable project specific notes Building Cross Sections showing: • Identification of structural members and roof system • Vertical dimensions floor to ceiling and bottom of truss • Materials used in roof and wall assemblies Page 2 of 3 • Insulation locations and types, sizes and "R"values • Field completed insulation assemblies • Building integration details(module connections) • Location/type of horizontal fire separation and required fire blocking • Roof truss bracing and structural connections (uplift, lateral, etc.) • Attic ventilation • Applicable project specific notes Building Elevations showing: • Floor to floor wall heights • Finished grade line with distance to 1 st finished floor to show need for compliance with R313 for automatic sprinkler system. Show building mean roof height(MRH) • Siding materials • Window types,ventilation and egress area, U values • Statement concerning code required field completed items(stairs, landings, decks, handrails,lighting, etc.) • Label emergency egress windows • Applicable project specific notes Electrical Plans showing: • Smoke and carbon monoxide detector locations • GFCI outlet locations and arc fault protection provided • Junction box locations for field connections and miscellaneous future installations • Ventilation fan capacity and outlet locations • Electrical load calculations • Electric panel, Lighting and outlet locations • Applicable project specific notes Mechanical/Plumbing Plans showing: • Drain,waste and venting layout including all pipe sizes (specific to permit set) • Potable water supply piping(specific to permit set) • Type and location of domestic hot water heating system • Type and location of HVAC equipment and duct sizing information • Heat loss calculations(if HVAC is provided by manufacturer) Miscellaneous Plans and Details showing: • Manufacturers truss drawings including special requirements addressed such as sliding, drifting or unbalanced snow load conditions • Completed"Notice of Utilization of Truss Type Construction"form. (Title 19 NYCRR Part 1265) • Summary of references to system for selection of structural members • REScheck energy compliance reports (specific to permit set) • Window and Door Schedules providing manufacturers' information It should be noted that each page of drawings and calculations shall be signed, sealed, and dated by a New York State registered design professional. This approval is subject to the condition that all construction is to be in conformance with the 2020 New York State Uniform Code (2020 RCNYS). A copy of this letter shall accompany all plans and specifications submitted as part of a permit application to the local jurisdiction. Prior to shipment from the factory each manufactured home, model and component shall have securely attached thereto a NYS Insignia as stipulated in Part 1209 of Title 19 NYCRR, paragraph 1209.5.The Insignia of Approval Order form is available by emailing me at: donaid.thomas@dos.ny.gov Please Note: Use the NEW System Approval Number(at the top of this letter)when ordering Insignia. Sincerely, Don Thomas Jr.,AIA/CEO—Senior Architect Attachment: NYSDOS Stamped set of pdf Systems drawings cc: Harold Raup and Renee Moist-PFS Corporation Page 3 of 3 SUIR EY OF CERTIFIEDTO:ARTHUR J.SMITH MARY E.SMITH M P(FIES WESTCOR LAND TITLE INSURANCE COMPANY STER I G SITUATE AT JOB NO.:470-195 MAP NO.:4709 GREENPORT FILED.AUGUST25,1966 TOWNOFSOUTHOLD REVISIONS: SUFFOLKCOUNTY,NEW YORK ADD TEST HOLE 12/19/22 �F OF NEW y S.C.T.M.DIST.:1000 SEC.:43 BLK.:04 LOT:2 ADD SITE PLAN,PREP FOR ENGINEER `P 1 W•y O SANITARYP.SWIM POO/23 `.) ��6 40 �¢ 15 8 0 15 30 45 60 75 90 105 ADD PROP.SWIM POOL 2/28/23 SCALE.'1'=30' DATE.DECEMBER 2,2022 LOTAREA:14,637 SQ.FT.=0.336 ACRE �r 050538 CURRENT ZONING:R-40 NON CONFORMING LOT§280-124 B ELANDS FRONT YARD:35' REAR YARD:35' SIDE YARDS:10'MIN.25 TOTAL JEFFREY W.HADERER L.S. NYS LIC.NO.:050538 ALLOWABLE LOT COVERAGE:2,927 SQ.FT.=20% ELEVATIONS HEREON REFER TO NAVD 1988 AND ARE THE RESULT OFACTUAL FIELD MEASURMENTS FLOOD ZONE BOUNDARIES HEREONAREAS DEPICTED ON THE F.M.A.FLOOD INSURANCE RATE MAP,MAP NO.:36103CO176 H EFFECTIVE DATE:SEPTEMBER 25,2009 ZMAT RKS TEST HOLE DATA M SURVEYING EL..6.5' SUCCESSOR 7V HANDS ONSURVL77NG,AfAR77ND.NANDGS. SILT LOAM 188 W.MONTAUK HIGHWAY,UNIT E3 (ML) LWIPTONBAYS,NEW YORK 11946 (V)631-369-8312-(F)631-369-8313 MIXED SAND eme.-tR!nforlzglandsurvey@yaboo.com W/GRA VEL COPIES OF THIS SURVEY MAP,EITHER PAPER OR ELECTRONIC,NOT BEARING (SP) THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE 4.5' CONSIDERED TO BEA VALID COPYAND SHALL NOT BE USED FOR ANY PURPOSE WATER IN EL.:2.0'H.E.G.W. MIXED SAND PROPSED DRAINAGE: W/GRAVEL AROOFAREA:1,573 SQ.FT. (SP) '(//�/�� 11573 SO.FT.X0.1667(2-RAINFALL)=262 CUFF.REQUIRED TEST HM.BARRONRING PROVIDE.(2)8'DIA.X 4'DEEP DRY-WELLS �/� BY SHAWN M BARM.S. s/�� DECEMBER 15, c WATER ENCOUNTERED 4.5' BELOW SURFACE GARDE EL.:2.0'H.E.G.W ^ r 0 VACANT LOT uswo RVarN `N 8554'00°E 107.34' — 0.1 d - —�� `S'6g`oN IED SERVICED BYROVPUBLIC WATER LOT 11 , �1 �^ 'A\ tvip Q �1 aw�x5 1 \ aW M.\ n j I 4b•0l ❑'noO // 1 \ � I m 36.0.' �o X H� g4 N om o03 -L e$ <ucni 03 o /\o \\ SFS vcno33 \ / 169 OJ ^^ posmwerzns �--------- 4P o�J.. vzxie � 52.7 8wl o 4 m 77 n O /OSE S Z r r TES x a4E S 8554'00"W 116.15' 5 :13 / ' nu ars \ / 0 of2i,� FLOOD ZONE X x n o LOT f 0 FLOOD ZONE m \ m o , w / AE(EL6) IMPROVED 0 0 1 IMPROVED o SERVICED BY PUBLIC WATER m SERVICED BY PUBLIC WATER DIGITAL RELEASE Generated by REScheck-Web Software r8/1 Compliance Certificate Project 223048-VESTA-SMITH Energy Code: 2018 IECC Location: Greenport, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,675 ft2 Glazing Area 15% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 285 SANDY BEACH ROAD VESTA DEVELOPMENT LLC SIGNATURE BUILDING SYSTEMS GREENPORT, NY 11944 33 FLYING POINT ROAD SUITE 123 1004 SPRINGBROOK AVE SOUTHAMPTON, NY 11968 MOOSIC, PA 18507 Com• • UA,trade-off Compliance: 5.1%Better Than Code Maximum UA: 394 Your UA: 374 Maximum SHGC: 0.40 Your SHGC: 0.31 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 Prop.Gross Area Assembly or Cavity Cont. Req. Prop. Ceiling: Raised or Energy Truss 1,229 38.0 0.0 0.025 0.026 31 32 1ST FL WALLS:Wood Frame, 16"o.c. 1,281 21.0 0.0 0.057 0.060 56 59 Door 1:Solid Door(under 50%glazing) 19 0.160 0.320 3 6 Door:Glass Door(aver 50%glazing) SHGC:0.32 39 0.160 0.320 6 12 SLIDER:Glass Door(over 50%glazing) SHGC:0.29 64 0.320 0.320 20 20 1ST FL WINDOWS:Vinyl Frame SHGC:0.31 169 0.310 0.320 52 54 21ND FL WALLS:Wood Frame, 16"o.c. 1,138 21.0 0.0 0.057 0.060 54 57 Door 2: Glass Door(over 50%glazing) SHGC: 0.32 22 0.160 0.320 4 7 2ND FL WINDOWS:Vinyl Frame SHGC:0.31 163 0.310 0.320 51 52 PERIMETER.BANDS:Wood Frame, 16"o.c. 304 20.0 0.0 0.059 0.060 18 18 BASEMENT WALL:Wood Frame, 16"o.c. 240 13.0 0.0 0.082 0.060 18 13 Door 3:Solid Door(under 50%glazing) 20 0.160 0.320 3 6 Floor:All-Wood joist/Truss 1,229 19.0 0.0 0.047 0.047 58 58 Project Title: 223048-VESTA-SMITH Report date: 09/26/23 Data filename: Page 1 of 10 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. MARK FIELD MARK FIELD 9-26-23 Name-Title Signature Date Project Title: 223048-VESTA-SMITH Report date: 09/26/23 Data filename: Page 2 of 10 • REScheck Software Version : REScheck-Wets 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`_. ans:Verified Field Verif' .. # Pre InspeC#ion]Plan Review 1etl =Complies? Comments%Assum tions & Rega(2 :: .. = Value P 103.1, ;Construction drawings and F 4 M ❑Complies 103.2 documentation demonstrate f._;:4;-x. ,<:- _. ,,.e'=•.,- .=:',• _ , _ '== [PR1]1 energy code compliance for the _. F_ �- ->>i❑Does Not `:, ; .Q) ;building envelope.Thermal ❑Not Observable e a re r - =.? ­T ]Not p esented on ii�+-- 'a „?� ..��._ ..❑Not Applicable ;con construction - =::;..t: s ruction documents. `a :• 103.1, ;Construction drawings and _ complies 103.2, "documentation demon trate ❑Does N 403.7 energy code compliance -_ ' = of , 9Y p ce for _ -- _ - _ -- - - _-_ ; ems.[PR3] li hting and mechanical syst ❑Not Observable Systems serving multiple � ❑Not Applicable Ja dwelling units must demonstrate 1 compliance with CC h the IECC Commercial ProviBions E� _ i •y __ _'� __ Heating and cooling equipment is; Heating: ~' ; "Heating:'t r ;❑Complies 403.7: `. sized per ACCA Manual S based Btu/hr Btu/hr T❑Does Not [PR2]2 ---,-,,on loads calculated per ACCA ; Cooling: Cooling: ❑Not Observable ; -.'i approved by the code official. Btu/hr Btu/hr ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) °:2' Medium Impact(Tier 2) 1 3. Low Impact(Tier 3) Project Title: 223048-VESTA-SMITH Report date: 09/26/23 Data filename: Page 3 of 10 Section:• -:. -. --:..:..:... .: ...:..:... ......:. # : - „-.. . :..:... .:. ....:.. ndat�onans ection..:.t:>:-':_ : -:..Com lie-�=':;. ,;.�.:;-.; ,-,-_�-�.�:"_`:.,. .° <.>,:-,.:_-::;:.:;_:.:::__ -:::.:-:. .::::� ::::_:`=.:::::::_;,: .P:, ..Comments/Assumptions ,•. . - 303.2:1:' A protective covering is installed to ;❑Complies [FO7 7]2 !protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below grade. ;❑Not Observable i ❑Not Applicable 403:9 ;Snow-and ice-melting system controls;❑Complies [F.,O12]z`':_ installed. :❑Does Not ❑Not Observable :❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) ._--2-_I Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 223048-VESTA-SMITH Report date: 09/26/23 Data filename: Page 4 of 10 ;Section: ># Framing/Rou h In Ins ection Pla V,V ecified Field,' ified 9 P Complies `Comments/Asstamptions;_ &:Req 1D _ alue - Value _ . : . .. .......:........ ::.. ... .- - - _ ..: ... ,❑Com 402,1.1, ;Door U-factor. U- U- plies ;See the Envelope Assemblies 402.3.4 1❑Does Not ;table for values. [FRl]1 ; ❑Not Observable ❑Not Applicable 402.1.1, j Glazing U-factor(area-weighted U- U- ❑Complies ;See the Envelope Assemblies 402.3.1, ;average). ;❑Does Not table for values. 402.3.3, 402.5 I ❑ [FR2]1 Not Observable I❑Not Applicable 1 , 303.1.3 ;LI-factors of fenestration products c=";.. = ''' = `' P = w w ❑Cam lies [FR4] are determined in >j accordance �<.,=� - :: ,��� _ !with the NFRC test procedure or ❑Does Not ; ;taken from the default table. ❑ ` Not Observable E` ❑Not App licable i 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [ 3] I installed per manufacturer's I. - - .4s - - t_:-,:,❑Does Not r.- :r..,-a i instructions. `�k`� _ -,r., -r->" ;�;3 :`i❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ''- ❑Complies [FR20]1 :is listed and labeled as meeting `- - = >w= meeting � � , � t � ,.���;❑Does Not r ;AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC K •- - _' _ x_'.,❑Not Observable ; 1400 that - "t=' ; _,', ;` :•e _ _ - ;.❑Not Applicable do not exceed code � �. �,,�,..� pp e I limits. f 402.4:5 ;IC-rated recessed lighting 9 9 fixtures�* - --<=- - - - -;_� =�.��Y'>'i❑Complies ; FR16 z sealed a e` - - _ '::, [ l- t housing/interior/interior finish :';Y "'f h n; "' ❑ , 9 c;`='�`_- __�.' ..`,Y,t-;_ `"�'�•���•;;�ss;�-_<._�3 Does Not and lab ` _'<3_ , - eled to indicate<_2.0 cfrn ': :- 'z? r ❑Not Observable leakage at 75 Pa. �_ :"�°�-'�,a��` _ _ �°�.;: •.�' ,:�=:;�:.���'�;"� `I;, sFa�;C ''` ` 1}'-s':i.ta:.„r-„`.'•'.^-.:LL�c•;;y ❑Not Applicable 403.3.1 !Supply and return ducts in attics y 1 PP Y Yj4 } ❑Complies [FR12] insulated>=R-8 where duct is r❑Does Not ' �, __=n�,,• >=3 inches in diameter and>_ Not Observable R-6 where<3 inches.Supply and[ _ _ ?* v❑ ;return ducts in other portions of E = ❑Not Applicable Ithe building s.- . tz = d ng insulated >= R-6 for ;diameter>=3 inches and R-4.2 y i Fye ;for<3 inches in diameter. f •.- T- :,j , 403.3.2 i Ducts,air handlers and filter [FR13]1 f boxes are sealed with ` a = '❑ ' , �❑Does Not joints/seams compliant with f,.N�;:��=: =-�:����'�+-�:� ���=3`-`�a:"�-'�=s>f=� ' k `^ `4* ❑Not Observable ;International Mechanical Code or '�",�_�"-'��` - �.`r-�:"�� ��v'x =�'�' International Residential Code,as - e ' :_-,,=❑Not Applicable , .applicable. 403.3.5 _ Building cavities are not used as }--= b >3°` =' - 1' ` «v❑ F :ducts [ R15]s. or plenums. :: , ;❑ =i Does Not ❑Not Observable :w.;.. . .... r:.,,-,Vit.^=1❑Not Applicable A PP , 403`4 „-;HVAC piping conveying fluids ; R _ ; R- _ ;❑Complies ; [FR17]?:. _ above 105 °F or chilled fluids r :❑Does Not i below 55°F are insulated to?:R- 3. _R- I3 ; ;❑Not Observable ' ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC i#" ; mplies [FR24]1 piping. ❑Does ; Not Not Ob servable .°4 }❑Not Applicable 403:53. -j Hot water pipes are insulated to R- yR- r ;❑Complies ; WR Q ?R-3. I :❑Does Not J ;❑Not Observable ❑Not Applicable 1 lHigh Impact(Tier 1) Ji 2.: Medium Impact(Tier 2) 3--1 Low Impact(Tier 3) Project Title: 223048-VESTA-SMITH Report date: 09/26/23 Data filename: Page 5 of10 ctS� MF,ra-­ - Value Value;.: :Coiriplies2 Comm ents/Assuiriptioiis 403.6 - ;Automatic or gravity dampers are , " ;:;❑Complies [FR19]? 1 installed on all outdoor air -- - ?❑ ,intakes and exhausts. -.; i-.�:` - - - ' - - - :- _ '.tea:=�Y=t`:'❑Not Observable - ✓ � �' �` _ ��❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) �2'. Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 223048-VESTA-SMITH Report date: 09/26/23 Data filename: Page 6 of 10 Section- • :: :..;_ :;: - <.:. ::: .. . #•; .' Insulatlon.lnspectlon er�fied ;..Com lies? "Comments%Assum t�o'ns 8e.iteq:ID . : .... _Value P 303:1:"" .All installed insulation is labeled =' ❑Com lies [IN131 ;or the installed R-values •:?` Does Not `� - provided. ❑Not Observable Applicable 402,1.1, !Floor insulation R-value. R- R_ � - - ;❑Complies ;See the Envelope Assemblies 402.2.6 [INl]1 ; E] Wood ;E] Wood :❑Does Not ;table for values. tib ❑ Steel E] Steel ;❑Not Observable 1 , T❑Not Applicable 1 , 303.2, ;Floor insulation installed ' per '❑Com lies P ' ❑Does Not 402.2.8 i manufacturer's instructions and [IN2]1 !in substantial contact with the =_K. ;underside of the subfloor,or fl -- `" ` i =°==R 'I❑Not Observable "framing cavi insulation is in =- rs :=-" ;�- }❑Not A licable g tYy... A PP ;contact with the top side of !sheathing,or continuous insulation is installed on the ;underside of floor framing and extends from the bottom to the _ _ ==�� _ -- _ _ _ _ ;top of all perimeter floor framing 'j- members. %members. - -, - - 402.1.1, ;Wall insulation R-value. If this is a; R- ~ l R- {r ;❑Compiles ;See the Envelope Assemblies 402.2.5, !mass wall with at least'/z of the ;E] Wood ❑ Wood ;❑Does Not ;table for values. 402.2.6 wall insulation on the wall [IN3]1 I exterior,the exterior insulation Mass Mass ;❑Not Observable ;requirement applies(FR10). ;EJ Steel ;❑ Steel ;❑Not Applicable 1 F 1 1 1 1 1 303.2 i Wall insulation is installeder P 5,: z::r ;..5.. - _ "-''�`� ❑Complies [IN413. !manufacturer's instructions. r.. •,. err , �.=111Does Not ; `y❑Not Observable Applicable 1 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2'.; Medium Impact(Tier 2) 3-. Low Impact(Tier 3) Project Title: 223048-VESTA-SMITH Report date: 09/26/23 Data filename: Page 7 of 10 Section #:`-: : =:F�n :';Plans':Verified . r:"Field.Vet�fied:= al Inspection Provons _Com hesti &aieq iD Valtie : `,,_Value' P ` .:Comments/Q sulnptions _>- _ 402.1.1, ;Ceiling insulation R-value. R- []Complies ;See the Envelope Assemblies 402.2.2, ;El ❑ Wood ;❑Does Not ;table for values. 402.2.6 ❑ Steel ❑ Steel ❑Not Observable [FI1]1 ;❑Not Applicable 17 303.1-1.1,;Ceiling insulation installed per , ❑Complies 303.2 ;manufacturer's instructions. {. :;,;_:__ KYz. j=>.,_N_=a` _` a❑Does Not [FI2] Blown insulation marked every ; ;300 ftz. f r q ti • J Not Observable ; ❑Not Applicable 4022.3 `;Vented attics with air permeable = I❑Complies [922]z ;insulation include baffle adjacent '_ - ~= °_` - '<Y 1 :;; _ =x=- ` *,r -: ❑Does Not to soffit and eave vents that r 9 ;extends over insulation. �r ❑Not Observable _ r ❑Not Applicable 402.2.4 ;Attic access hatch and door R- ; R- ;❑Complies [F1311 'insulation >_R-value of the I ❑Does Not adjacent assembly. ,❑Not Observable :❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50= ; ACH 50= ;❑Complies ; [FI17]1 Iach in Climate Zones 1-2,and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ; ;❑Not Applicable 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [F12711 'determine air leakage with ft2 ft2 ❑Does Not ;either: Rough-in test:Total ' ;leakage measured with a ❑Not Observable , ,pressure differential of 0.1 inch ;❑Not Applicable F 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 + ; i including the manufacturer's air 1 , ;handler enclosure. 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [F[4]1 cfm/100 ft2 across the system or ftz ft2 ;❑Does Not i<=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ;❑Not Observable ;tests,verification may need to ; ;❑Not Applicable occur during Framing Inspection. ; t 403.3.2.1 ;Air handier leakage designated 3=•_' P - ` '- `r°` : `_ :_ ��{ - �'s�:= = - ❑Complies [F12411 I by manufacturer at<=2° ❑Does Not design air flow. E r j❑Not Observable ; ❑Not Applicable I 403:1.1: .;Programmable thermostats _ g ��� `:< - 5 y _ '`��:❑Com lies [FI9] -'.1 installedforcontrolofrim P aryF;_ "":_�-4❑Does Not heatingand coaling systems and �.�- .�.`•=�4 -.�, y initially set by manufacturer to >} r ❑Not Observable ; r ` ❑Not Applicable cotlespecifications. 403.1:2. Heatumthermostat z P P thermosta t installed s_-❑Complies 01 on heat pumps. [F 01 I ❑Does Not T - -- 3❑Not Observable ' ❑ of Applicable 403 : _ {., . s� ❑Circulatin service hot Complies [Fill) systems have automatic or ❑Does Not ; accessible manual controls. A ❑Not Observable ^.`is- :,�.-f•; x=:.. - - �3❑NotAppiicablc 1 High Impact(Tier 1) 2; Medium Impact(Tier 2) 3 I Low Impact(Tier 3) Project Title: 223048-VESTA-SMITH Report date: 09/26/23 Data filename: Page 8 of 10 Sectiote- inspect = Plans:Verrfied;_ :.•Freld,Ver�fied &-Eteg4D p !on,Proyisions : Value 'Value Complies?,;:: Comments/Assumptions ;• 403:6:1 ' ;All mechanical ventilation system'4 r ' ❑Complies [FI25jz :. Ifans not part of tested and listed `_- _ - - - _ =-- - '❑ =r`.-: `- V . ''L'.-':: Does I HVAC equipment meet efficacy Not�`'_ and air flow limi •- _ Not Observable is per Table - - " - _ ;�"��::-�`=- �=-�_ ::.,❑ ab e , ❑Not Applicable I 403.2 ;Hot water boilers . , supplying heat ., ❑Com lies[FI26•lz �throu hone-or two-pipe e heatin Isystemshave outdoor setback , Does Not ' control to lower boiler water f _ A= _ ° ,❑Not Observable 'temperature based on outdoor "- _ ,' _:_ ❑Not Applicable -. Itmperature o . .40.S.11 'H .xy = _ Bated water circulations stems ;:]= :zj f :' t Y �,= :�= w'�:`-- �t❑Com lies , [FI28] . have a circulation ` { pump.The ;•- =` s3 a f ❑D - - dedicated oes Not system return pipe is a E x = n' { []Not Observablereturn pipe or a cold water su I � Gravity and thermPi e. os_ ; ❑Not Applicable (syphon circulation systems are ;notresent p Controls for circulating J., 9 water pumps start the pump with signal ;for hot water demand within the I _;occupancy.Con y- =z ::25 Controls s 1 automatically turn off the pump 'when water is in circulation loo is at set-point temperature and no demand for hot water exists. •403-5.1.2:'EI ectric heat trace systemsswr ,:,�❑Complies [FI29]? :Com I with IEEE 515.1 or UL comply `'=r_ <.,z '` `❑Does Not 51 5. Controls automaticallyV, = `° hk_r❑Not Observable adjust the energy input to the [ ' _ _ - _ c' = _ � [;+ _ :sou _ -".s'';-�«_ _ - _ �,:y ' ,heat tracing to maintain the �°�- - --_,K3�`P`-�� - - ��;,;.,} Not Applicable _ .t '„'.< _ }l•:z�-.:'yam'' �.�i�,.`Fw�:,i:C4:::.= desired water temperature in the piping. f_ .• :: ,.: _ C^r` :; :. . $a 403:5:2: 'Demandrecirculationw '`"`=•3 = _ =� `A}' 3 , water �.:� .. � :`� `���3 ='_.`rte=ax-. .... .�`_.-.-�`.,,❑Complies , [F130]? ;systems have controls that ' A ❑Does Not manage operation of the pump x ? :l and limit the temperature of the fi - Lr tr, ti ;s❑Not Observable ; water entering the cold water fn❑Not Applicable piping to <= 1049F. x 403.5:4 ;Drain water heat recovery units :_ - - y `Y:==_ ❑Complies [F131] Mested in accordance with CSA - - 1655.1. Potable water-side ' t ; ❑Not Observable ; - ,pressure loss of drain water heat .;.t.y,,�4���,�3��,,{,µyd#¢,,rrp�Y i recovery units<3 psi for .'_ ❑Not Applicable jindividual units connected to one _ ar I or two showers. Potable water- side pressure loss of drain water s r r iheat recovery units<2 psi for i individual units connected to ;three or more showers. , I 404.1 i90%or more of permanent -����� -���:�.F_n.; '��-��,;F":..x��x�:�'='� y`<❑Com lies ' [F16]1 !fixtures have high efficacy lamps. s Not ````r}�� .� �- T ��� �`�❑Not Observable ; ' E` •-��,,.-�_ �'_���� �`� "'�❑Not Applicable 404.1.1 ;Fuel gas fighting systems have [ 123]s Ino Continuous pilot light. ❑Complies �:,.; _-s_.�_�,:;.'i:t;,. _��� � ':•r..f,.�`<~ s..= ❑ , ._�Y ,:,z. ti;•: ��,E= "�;.r �F�_�`:�`„_ �:.;;::>�= � Does Not ' [�.._}= �.,;�:z�- - �:".- :- r��=` - h>-:`��`-❑Not Observable �� ati � ' � ,._�� _ x ��❑Not Applicable 401:3 _ ;Compliance certificateosted. P 1..., -f��� - ¢_';, '�,°~;:y,_:=�❑Complies , ., - �'F:J,r- iLr�:ai4�.__:;cF is lj.al,tc.r.•:..:':= - icl I 3 s ,❑Not Observable } _- sem: = _ _ „•: ❑Not Applicable 1 High Impact(Tier 1) 2- Medium Impact(Tier 2) 3_ Low Impact(Tier 3) Project Title: 223048-VESTA-SMITH Report date: 09/26/23 Data filename: Page 9 of 10 Section•: ..:.-::..-.:".: _:... - -. .. - •-<.-_ Plans:Verified= Field Final ln5 .e '-. --•:...._..... _ ion �s�ons ments/ -.value Value Complies?= ComAssumptions 303.3 :.:..._•::_, . . <...: -- ,Manufacturer m �`. _ ::..�.,�:-: :....,. ��:_--,. �. annals for ._�<:;,....;��..:.._-- - :,�;_- za ' FI18 a i mer _._.:. -•,_ ,❑Complies [ 7 mechanical and water heating -- ❑Does Not ;systems have b been provided. - >❑Not Observable icable Additional Comments/Assumptions: 1 I High Impact(Tier 1) °2' Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 223048-VESTA-SMITH Report date: 09/26/23 Data filename: Page 10 of10 . : 2018 IECC Energy NJ/ Efficiency Certificate hy Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling/ Roof 38.00 Ductwork(unconditioned spaces): Glass & Door Rating UFactor SHGt Window 0.31 0.31 Door 0.32 0.29 Heating & . . Efficieniqy Heating System• Cooling System: Water Heater: Name• Date• Comments Signature Building Systems 223048 Wind Speeds: 135mph Vult Exposure: C Max Wall Height: 8'-2nd Story, 9'-1st Story Max Mean Roof Height: 25.5' ASCE 7-16 Page Description 1 1'Story Design Criteria and Loading (Main House Transverse Only) 2 11 Story Shearwalls (Main House Transverse Only) 3 1St Story Diaphragm,Sliding(Main House Transverse Only) 4-5 Shear Joist NOTE: -These calculations are applicable only to the structural elements and loading criteria specifically noted herein. -Structural elements not contained herein are to be constructed in accordance with the prescriptive requirements of the adopted building code or designed by other registered design professionals. -Specified design criteria are based solely on information provided by the client and must be verified and approved by the LAHJ. -Ryan W.Boring,P.E.is not responsible for fabrication or erection. OF NFA, BO,S,/ 0- A '0 9 3 4 - AR0934 ' FESS 10�`�' Jul 26, 2023 IT IS A VIOLATION OF NEW YORK EDVCATION LAW ARTICLE 145 FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT IN ANY WAY. First Stdry Wind Pressures for Low-rise buildings or buildings with h<60ft ASCE 7-16: Wind Speed,Vult: 135.0 MPH Roof Style:Gable Wind Exposure: C Roof Pitch: 7112 Mean Roof Height: 25.5 FT Roof Angle: 30.3 Width 29.63 ft Ke: 1.00 2a: 6 ft Kd: 0.85 2nd Wall Height: 8 ft KZt: 1 Heel Ht: 8 in kt: 0.9S Roof Ht: 9.14 ft qh: 37.64 psf Stud Spacing: 16"oc Building Type: Enclosed Overhang: 12" Gcpi: 0.18 Int.Shearwall: yes -0.18 1st Wall Height: 9 ft Min net pressure: 16 psf MWFRS Transverse 1 2 3 4l 2e 3e 4e +Gcpi 14.3 1.1 -23.0 -20.7 19.2 3.4 -26.7 -24.8 -Gcpi 279 14.7 -9.4 -7.2 32.7 169 -132 -11.3 Max 27.9 14.7 -23.0 -20.7 32.7 16.9 -26.7 -24.8 Longitudinal 1 2 3 4 5 6 1e 2e 3e 4e Se 6e +GCpi -23.7 -32.7 -20.7 -23.7 8.3 -17.7 -24.8 -47.1 -26.7 -24.8 16.2 -23.0 -Gcpi -10.2 -19.2 -7.2 -10.2 21.8 -4.1 -11.3 -335 -13.2 -11.3 29.7 -9.4 Max -23.7 -32.7 -20.7 -23.7 21.8 -17.7 -24.8 -47.1 -26.7 -24.8 29.7 -23.0 Vertical Horz End Int Overhang End Int WW LW WW LW End Int Roof Wall Roof Wall Trans 16.9 -26.7 14.7 -23.0 -20.0 -22.2 30.1 44.0 24.1 35.0 Long -47.1 -26.7 -32.7 -20.7 -20.0- -20.3 39.1 -12.0 26.0 Design Loading Vertical Horz End Int Overhang End Int WW LW WW LW End Int Roof Wall Roof Wall Trans 10.2 -16.0 8.8 -13.8 -12.0 -13.3 18.1 26.4 14.5 21.0 Long -28.2 -16.0 -19.6 -12.4 -46.3 -37.7 18.1 23.5 14.5 15.6 Garage Load Added to Endwall 1-2: Area: 31.5 sq.ft. Pressure: 26.4 psf Load Added: 832.4 lbs Dormer Load Added to Endwall 1-1 and 1-2: Area: 46.625 sq.ft. Pressure: 21.0 psf Load Added: 489.7 lbs Page 1 of 5 i Shearwalls: Endwall 1-1:DOUBLE SIDED Endwall 1-2: Interior Shearwall: End Zone: Yes End Zone: yes End Zone: No 1st FI Trib: 17.27 ft 1st FI Trib: 5.23 ft 1st FI Trib: 2250 ft 2nd FI Trib: 22.50 ft 2nd FI Trib: 2250 ft 2nd FI Trib: 0.00 ft End Roof: 991 Ib End Roof: 991 Ib End Roof: 0 Ib End Wall: 2405 Ib End Wall: 2405 Ib End Wall: 0 Ib Int Roof: 2180 Ib Int Roof: 2180 Ib Int Roof: 0 lb Int Wall: 4103 Ib Int Wall: 1617 Ib Int Wall: 4962 Ib Total force: 10169 Ib Total force: 8515 Ib Total force: 4962 Ib Sheathing Thickness: 7/16 in Sheathing Thickness: 7/16 in Sheathing Thickness: 7/16 in Fastener:.148 nail Fastener:.131 nail Fastener:.131 nail Wall Length: 29.63 ft Wall Length: 29.63 ft Wall Length: 9.58 ft FHS Length: 7.09 ft FHS Length: 25.89 ft FHS Length: 9.58 ft Wall Height: 9 ft Wall Height: 9 ft Wall Height: 9 ft Tallest Opening: 2h/3 Tallest Opening: 211/3 Tallest Opening: 5h/6 r: 0.32 r 0.91 r. 1.00 Cc: 0.57 Co: 0.89 Co: 1.00 Perf or Segmented: S Perf or Segmented: P Perf or Segmented: S Blocked: YES Blocked: YES Blocked: YES PLF required: 1433.48 PLF required: 370.49 PLF required: 517.82 Framing: SPF Framing: SPF Framing: SPF Required Spacing: 3"OC Required Spacing: 4"CC Required Spacing: 3"OC Tiedown: 12901 Ib Tiedown: 3334 Ib Tiedown: 4660 Ib Strap For: 6101 Ib Strap For: 4258 Ib Strap For: 2977 Ib OR Lap Tiedown Perf/ Toe Nail Sheathing Summary: Fastener Edge Spacing Force Segment 0.131"OC.131"OC Endwall 1-1:DOUBLE SIDED .148 nail 3"OC 12901 Ib 5 2 2 Endwall 1-2: .131 nail 4"OC 3334 Ib P 2 2 InteriorShearwail: .131 nail 3"OC 4660 lb S All Chord Splices Use(12).131 nails each side of each top plate splice '* 6"oc.131 nails from sidewall to endwall where both walls have tiedown at the comer,then the sidewall is transfered 2"ac fastener spacing and double sided requires double studs and staggered fasteners at adjacent panel seams. Double sided requires endwalls to run past sidewails to achieve full length sheathing on both sides of wall Page 2 of 5 Diaphragm: Chord Splice: w: 178.5 plf Max Force: 4640.3 lbs moment: 45193.77 ft-lbs Load: 156.6 plf top plate tension: 1525.528 lbs Sheathing: 19/32 in .131 nail: 132 lbs Fastener:.131 Nail #.131 nails: 11.56 Framing: SPF Use(12).131 nails each side of each top plate splice Unblocked Capacity: 308.2 pif Blocked @ 6"edge: 345.0 pif Blocking distance: 0.0 ft 0 ft blocked each end with.131 Nail Notes: all 15ga staples minimum length of 1.5" all.131 nails minimum length of 2" Lateral Connection: Length(ft) PLF 0.131 Toe Spacing .131(Ibs) Spacing Cap(PLF) Endwall 1-1:DOUBLE SIDED 13595 lbs 29.63 459 109 2 108 2"0c 648 OK Endwall 1-2: 14598 lbs 29.63 493 109 2 108 2"oc 648 OK Interior Sheawall Connections: Load: 4962 lbs Length: 9.58 ft. Force: 517.82 plf 0.131"nail: 108 lbs Simpson LTP4: 450 lbs Nail spacing: 5"oc in 2-rows #LTP4s: 12 Above interior shearwall attach 2nd story floor to 1st story ceiling with lapped cheating and 0.131"x2.5"nails in 2-rows at 4"oc or with(12)Simpson LTP4s Page 3 of 5 COMPANY PROJECT WoodWorks(' SOTTWARTTOR WOOD OTSIGN July 20, 2023 14:24 Interior Shearwall Shear Joist Design Check Calculation Sheet WoodWorks Sizer 2019 (Update 4) Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Load1 Wind Point 0.33 7766 lbs Load2 Wind Point 9.92 -7766 lbs Maximum Reactions (lbs), Bearing Capacities (Ibs) and Bearing Lengths (in) : 13.75' 0' 13.685' Unfactored• Wind 5442 -5442 Factored: Uplift -3265 Total 3265 Bearing: Capacity Beam 3617 1687 Support 3265 1523 Des ratio Beam 0.90 0.00 Support 1.00 0.00 Load comb #2 #1 Length 1.07 0.50* Min req'd 1.07** 0.50* Cb 1.00 1.00 Cb min 1.00 1.00 Cb support 1.08 1.08 Fcp sup 625 625 *Minimum bearing length setting used: 1/2"for end supports **Minimum bearing length governed by the required width of the supporting member. Interior Shearwall Shear Joist LVL n-ply, 2.OE, 3100Fb, 1-1/2"x9-1/4", 3-ply(4-1/2"x9-1/4") Supports:All-Timber-soft Beam, D.Fir-L No.2 Total length: 13.75'; Clear span: 13.625;Volume=4.0 cu.ft. Lateral support:top=at supports, bottom=4'-0 (in); Repetitive factor: applied where permitted (refer to online help); This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using Nos 2018 : Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 118 Fv' = 456 psi fv/Fv' = 0.26 Bending(-) fb = 2326 Fb' = 2942 psi fb/Fb' = 0.79 Live Defl'n -0.51 = L/322 0.91 = L/180 in 0.56 Total Defl'n -0.51 = L/322 0.91 = L/180 in 0.56 Page 4 of 5 WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Interior Shearwall Shear Joist Woodworks®Sizer 2019 (Update 4) Page 2 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CV Cfu Cr Cfrt Ci LC# Fv' 285 1.60 - 1.00 - - - - 1.00 - 2 Fb'- 3100 1.60 - 1.00 0.548 1.040 - 1.04 1.00 - 2 Fcp' 750 - - 1.00 - - - 1.00 - - E' 2.1 million - 1.00 - - - - 1.00 - 2 Eminy' 1.06 million - 1.00 - - - - 1.00 - 2 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = 0.6D + 0.6W Bending(-) : LC #2 = 0.6D + 0.6W Deflection: LC #2 = 0.6D + 0.6W (live) LC #2 = 0.6D + 0.6W (total) Bearing Support 1 - LC #2 = 0.6D + 0.6W Support 2 - LC #1 = D only Support 2 - LC 42 = 0.6D + 0.6W W=wind All LC's are listed in the Analysis output Load combinations: ASD Basic from ASCE 7-16 2.4 / IBC 2018 1605.3.1 CALCULATIONS: V max = 3265, V design = 3265 lbs; M(-) = 12439 lbs-ft EIy = 207.75 lb-in^2/ply GA = 5.46e06 lb "Live" deflection is due to all non-dead loads (live, wind, snow...) Total deflection = 1.5 dead + "live" Lateral stability(-) : Lu = 4.00' Le = 8.25' RB = 20.2; b = single ply width Design Notes: 1.Analysis and design are in accordance with the ICC International Building Code(IBC 2018)and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. System factor KH may not apply to field-assembled multi-ply beams. 4. BUILT-UP BEAMS: it is assumed that each ply is a single continuous member(that is, no butt joints are present)and that each ply is equally top-loaded.Where beams are side-loaded, special fastening details may be required. 5. FIRE RATING: Joists,wall studs, and multi-ply members are not rated for fire endurance. 6. SCL: Structural composite lumber design has assumed: -dry service conditions-no preservative or fire-retardant treatment- no notches 7. BUILT-UP SCL: Contact manufacturer for connection details when side-loaded or when loads are not applied equally to all plies. 8. SCL: Shear deflection is calculated using true modulus of elasticity E and shear modulus G = E/16. Page 5 of 5 JOB 223048-HDR2 ' SHEET NO. 1 OF 3 CALCULATED BY MJC DATE 7/24/2023 REVISED Load Calculation Procedure INPUTS CONSTANTS Location: SIDEWALL Floor Live Load= 40 psf Supporting Roof: YES Floor Dead Load = 10 psf Number of Floor Supporting: 0 Wall Dead Load = 62 plf Cape Roof: YES Ceiling Dead Load= 6 psf Simply Supported Rafter: NO Note:Select 15psf Floor Dead Load when supporting tile floors or stone counters. Reaction from Truss or Rafter= 973 Ib Required Deflection Criteria Truss spacing= 16 in o.c. Live Load= L/240 Unit Width = 15.75 ft Total Load= L/180 Roof Live Load/Unbalanced Snow Load = 30.8 psf Attic Live Load = 40 psf Roof Dead Load= 20 psf Roof/Snow Load= 729.8 .pif % Roof Live Load= 33.9 ;% % Roof Dead Load= 22.0 %Attic Live Load = 44.1 % Load Duration for Wood Members Load Cases 1. D +F = ' 160.7. pif Cd=0.9 2. D + H +F+L+T = 482.2 pif Cd=0.9 3. D+H +F+(L,.or S or R) = 408.3 pif Cd.= 1.15 4. D+H +F+0.75(L+T)+0.75(Lr or S or R) = 729.8 pif Cd= 1.15 5. D+ H +F+(Wor0.7E) = 160.7 ;plf Cd=0.9 6. D+ H + F+0.75(W or 0.7E)+0.75L+0.75(Lr or S or R) _ 667.9 plf Cd= 1.15 7. 0.6D +W+H = 96.4 pif Cd=0.9 8. 0.61) +0.7E+ H = 96.4 pif Cd=0.9 Check the highest load for each load duration factor when sizing wood members. Check the highest load and apply no load duration factor when sizing steel members. JOB 223048-HDR2-1 r SHEET NO. 2 OF 3 CALCULATED BY MJC DATE 7/24/2023 REVISED Beam & Header Spans SPF Beam1 = 2x6 Speciesl = SPF Gradel= NA NoA/No.2 NA Beam2= None Species2= Grade2= NA NA NA Quantity Per Box, Q1 = 2 =d1- 5.50 in bl - 3.00 in Enter Beam w/Largest Quantity in 01 Quantity Per Box, Q2= d2=: 0.00 in b2=. 0.00 'in Area,Al = 16.50 in Section Modulus, S1 = 15:13 in Moment of Inertia, 11 = 41.59 in Area,A2= 0.00 'in 2 Section Modulus, S2= 0.00 'in 3 Moment of Inertia, 12= 0.00 'in 4 Load Duration Beam Stability Size Factor Repetitve Factor Deflection Criteria CD= 1.15 CL= 1.00 CF1 = 1:30... CR1 = 1.00 delta LL= 240 CF2= 1.00 CR2= 1.06 delta TL= 180 Shear Moment Deflection _ Load Share F„, = 135. psi Fb1 = 875 psi E1 = 1400000 psi Beam1 = 100.00 F„Z= 0 psi Fb2= 0 psi E2= 0 psi Beam2= 0.00 Controlling Load w = 729.8 ;pif Max Allowable Length= 51.0 in Actual Length Needed= 38.0 in Reaction at Each End = 1155.4 :Ib Minimum Bearing Length Required= 0.9 in Max Deflection= 0.028 in BEAM FASTENING REQUIREMENTS CONDITION 1 -TOP LOADED-2 TO 4 PLY BEAMS 12"deep or less-(2)rows of 0.1 31"x3"nails @ 8"D.C. > 12"&< 18"deep-(3)rows of 0.131"x3"nails @ 8"D.C. > 18"deep-(4)rows of 0.131"x3"nails @ 8"D.C. CONDITION 2-SIDE LOADED 2-Ply<=465plf(2)rows of 0:131"x3"nails @ 8"D.C. 2-Ply<=700pif(3)rows of 0.131"x3"nails @ 8"D.C. 2-Ply<=870plf(2)rows of 1/2"Bolts @ 12"D.C. 2-Ply>870plf(3)rows of 1/2"Bolts @ 12"o.c. SP ecies& Number of Jack Studs Per Box 3-Ply<=350plf(2)rows of 0.131"x3"nails @ 8"D.C. Grade 2- ly Header 3-ply Header 3-Ply<=525plf(3)rows of 0.131"x3"nails @ 8"D.C. 2x3 2x4 2x6 2x3 244 2x6 3-Ply<=650plf(2)rows of 1/2"Bolts @ 12"o.c. spf#2 1 1 1 1 1 1 3-Ply>650plf 3 rows of 1/2"Bolts @ 12"D.C. spf#3 2 1 1 2 1 1 4-Ply 3 rows of 1/2"Bolts @ 12"o.c. spf stud 2 1 1 2 1 1 Note: Stagger fastener rows and locate fasteners minimum sp#2 2 1 1 2 1 1 2"from all ends and edges. Space rows equally apart vertically. Fastener spacing is per row. JOB 223048-HDR2-2 SHEET NO. 3 OF 3 CALCULATED BY MJC DATE 7/24/2023 REVISED Beam & Header Spans SPF Beaml = 2x10 Speciesl = SPF Gradel= NA No.1/No.2 NA Beam2= None .Species2= Grade2= NA NA NA Quantity Per Box, Q1 = 2 d1= 9.25 in b1= 3.00 in Enter Beam w/Largest Quantity in Q1 Quantity Per Box, Q2= d2=" 2 0.00 in b2=: 0.00 in Area,Al = 27.75 in Section Modulus, S1 = 42.78 in Moment of Inertia, 11 - 197.86in4 Area,A2= 0.00 in2 Section Modulus, S2= 0.00 in3 Moment of Inertia, 12= 0.00 in Load Duration Beam Stability Size Factor Repetitve Factor Deflection Criteria CD= 1.15 CL= 1.00 CH = 1.10 CR1 = 1.00 delta LL= 240 CF2= 1.00 CR2= 1.00 delta TL= 180 Shear Moment_ Deflection Load Share Fit = 135 psi Fb1 = 875: . psi E1 = 1..4.'0000.0 psi ° Beam1 = 100.00 /° F112= 0 psi Fb2= 0 : psi E2= 0- psi Beam2= 0.00 Controlling Load w = 729:8 plf Max Allowable Length= 78.9 in Actual Length Needed= 76.0 in Reaction at Each End = 2310.9 :Ib Minimum Bearing Length Required= 1.8 ;in Max Deflection= 0.095 in BEAM FASTENING REQUIREMENTS - CONDITION 1 -TOP LOADED-2 TO 4 PLY BEAMS 12"deep or less-(2)rows of 0.131"x3"nails @ 8"D.C. > 12"&< 18"deep-(3)rows of 0.131"x3"nails @ 8"D.C. > 18"deep-(4)rows of 0.131"x3"nails @ 8"D.C. CONDITION 2-SIDE LOADED 2-Ply<=465p1f(2)rows of 0.131"x3"nails @ 8"o.c. 2-Ply<=700pif(3)rows of 0.131"x3"nails @ 8"o.c. 2-Ply<=870plf(2)rows of 1/2"Bolts @ 12"o.c. 2-Ply>870pif(3)rows of 1/2"Bolts @ 12"D.C. Species& Number of Jack Studs Per Box 3-Ply<=350plf(2)rows of 0.131"x3"nails @ 8"o.c. Grade 2-ply Header 3-)ly Header 3-Ply<=525pif(3)rows of 0.131"x3"nails @ 8"o.c. 2x3 2x4 2x6 2x3 2x4 2x6 3-Ply<=650pif(2)rows of 1/2"Bolts @ 12"o.c. spf#2 2 2 2 2 2 1 [2" PI >650plf 3 rows of 1/2"Bolts @ 12"o.c. spf#3 3 2 2 3 2 1 PI 3 rows of 1/2"Bolts @ 12"o.c. spf stud 3 2 2 3 2 1, ote: Stagger fastener rows and locate fasteners minimum sp#2 3' 2 2 3 2 1 from all ends and edges. Space rows equally apart rtically. Fastener spacing is per row. JOB 223048-HDR1 SHEET NO. 1 OF 5 CALCULATED BY MJC DATE 7/24/2023 REVISED Load Calculation Procedure INPUTS CONSTANTS Location: SIDEWALL Floor Live Load= 40 psf Supporting Roof: YES Floor Dead Load = 10 psf Number of Floor Supporting: 1 Wall Dead Load= 62 plf Cape Roof: YES Ceiling Dead Load= 6 psf Simply Supported Rafter: NO Note:Select 15psf Floor Dead Load when supporting tile floors or stone counters. Beam located in Ceiling: Reaction from Truss or Rafter= 973 Ib Required Deflection Criteria Truss spacing= 16 in o.c. Live Load= L/360 Unit Width= 15.75 ft Total Load = L/240 Roof Live Load/Unbalanced Snow Load = 30.8 psf Attic Live Load= 40 psf Roof Dead Load = 20 psf Roof/Snow Load= _729.8 'i plf % Roof Live Load= 33.9 4 • Roof Dead Load= 22.0 :% •Attic Live Load= 44:1 % Load Duration for Wood Members Load Cases 1. D+ F = r 301`5 `'plf Cd=0.9 2_ D+ H + F+L+T = 938..0 ;plf Cd = 1.0 3. D + H + F+(LrorSorR) = . 649.0pff Cd = 1.15 4. D+H +F+0.75(L+T)+0.75(Lr or S or R) = 1044,9 h pif Cd= 1.15 5. D + H + F+(Wor0.7E) = 301.5 plf Cd= 0.9 6. D+H +F+0.75(W or 0.7E)+0.75L+0.75(Lr or S or R) = 1044.9 ,plf Cd= 1.15 7. 0.6D+W+H = 180.9 ;plf Cd =0.9 8. 0.6D+0.7E +H = 180.9 plf Cd =0.9 Check the highest load for each load duration factor when sizing wood members. Check the highest load and apply no load duration factor when sizing steel members. JOB 223048-HDR1-1 SHEET NO. 2 OF 5 CALCULATED BY MJC DATE 7/24/2023 REVISED Beam & Header Spans SPF Beaml = 2x6 Speciesl = SPF Gradel= NA No.1/No.2 NA Beam2= None Species2= Grade2= NA NA NA Quantity Per Box, Q1 = 2 d1= 5.50 in b1= 3.00 in Enter Beam w/Largest Quantity in Q1 Quantity Per Box, Q2= d2= 0.00 in b2= 0.00 in Area,Al = 16.50 int Section Modulus, S1 = 15.13 in Moment of Inertia, 11 = 41.59 in Area,A2= 0.00 . int Section Modulus, S2= 0.00 in Moment of Inertia, 12= 0.00 in Load Duration Beam Stability Size Factor Reoetitve Factor Deflection Criteria CD= 1.00 CL= 1.00 CF1 = 1.30 CRI = 1.00 delta LL= 360 CF2= 1.00 CR2= 1.00 delta TL= 240 Shear Moment Deflection_ Load Share Fv1 = 135 psi Fb1 = 875 psi E1 = 1400000 psi Beam1 = 100.00 FV2= 0 psi Fb2= 0 psi E2= 0 psi Beam2= 0.00 % Controlling Load w = 1044.9. jpif Max Allowable Length= 42.0 in Actual Length Needed= 38.0 in Reaction at Each End= 1654.4 lb Minimum Bearing Length Required= 1.3 in Max Deflection= 0.041 in BEAM FASTENING REQUIREMENTS CONDITION 1 -TOP LOADED-2 TO 4 PLY BEAMS 12"deep or less-(2)rows of 0.131"x3"nails @ 8"D.C. > 12"&< 18"deep-(3)rows of 0.131"x3"nails @ 8"o.c. > 18"deep-(4)rows of 0.131"x3"nails @ 8"D.C. CONDITION 2-SIDE LOADED 2-Ply<=465plf(2)rows of 0.131"x3"nails @ 8"D.C. 2-Ply<=700plf(3)rows of 0.131"x3"nails @ 8"D.C. 2-Ply<=870pif(2)rows of 1/2"Bolts @ 12"o.c. 2-Ply>870plf(3)rows of 1/2"Bolts @ 12"D.C. Species& Number of Jack Studs Per Box 3-Ply<=350plf(2)rows of 0.131"x3"nails @ 8"D.C. Grade 2-ply Header 3-ply Header 3-Ply<=525plf(3)rows of 0.131"x3"nails @ 8"D.C. 2x3 2x4 2x6 2x3 2x4 2x6 3-Ply<=650plf(2)rows of 1/2"Bolts @ 12"D.C. spf#2 2 1 1 2 1 1 3-PI >650pif 3 rows of 1/2"Bolts 12"o.c. spf#3 2 1 1 2 1 1 4-PI 3 rows of 1/2"Bolts @ 12"o.c. spf stud 2 1 1 2 1' 1 Note: Stagger fastener rows and locate fasteners minimum Sp#2 2 1 1 2 1 1 2"from all ends and edges. Space rows equally apart vertically. Fastener spacing is per row. JOB 223048-H DRI-2 SHEET NO. 3 OF 5 CALCULATED BY MJC DATE 7/24/2023 REVISED Beam & Header Spans SPF Beaml = 2x8 Speciesl = SPF Gradel= NA No.1/No.2 NA Beam2= None Species2= Grade2= NA _ NA NA Quantity Per Box, Q1 = 2 dl 7.25 in b1= - 3.00 :in Enter Beam w/Largest Quantity in Q1 Quantity Per Box, Q2= d2= 0.00 in b2= 0.00 'in Area,Al = 21.75 in2 Section Modulus, Si = 26.28 in Moment of Inertia, 11 = 95.27 in Area,A2= 0.00 in2 Section Modulus, S2= 0.00 in Moment of Inertia, 12= 0.00 • in Load Duration Beam Stability Size Factor RepetitveFact _ or Deflection Criteria CD= 1.00 CL= 1.00 . CF1 = -1.20 : CRI = 1.00 delta LL= 360 CF2= 1,.00 CR2= 1.00 delta TL= 240 Shear Moment _ Deflection Load Share Fv1 = 135 _ psi Fb1 _ 875 psi E1 = 1400000 . psi Beam1 = 100.00 Fv2= 0 psi Fb2= 0 psi E2= 0 - pS1 Beam2= 0.00 % Controlling Load w = 10-44.9 ,plf Max Allowable Length= 53.1 in Actual Length Needed= 52.0 in Reaction at Each End= 2263.9 Ib Minimum Bearing Length Required= 1.8 in Max Deflection = 0.062 in ____. _. BEAM FASTENING REQUIREMENTS CONDITION 1 -TOP LOADED-2 TO 4 PLY BEAMS 12"deep or less-(2)rows of 0.131"x3"nails @ 8"o.c. 1> 12"&< 18"deep-(3)rows of 0.131"x3"nails @ 8"o.c. rp-(4)rows of 0.131"x3"nails @ 8"o.c. CONDITION 2-SIDE LOADED 65pif(2)rows of 0.131"x3"nails @ 8"o_c. 00plf(3)rows of 0.131"x3"nails @ 8"o.c. 2-Ply<=870plf(2)rows of 1/2" Bolts @ 12"o.c. 2-Ply>870plf(3)rows of 1/2"Bolts @ 12"o.c. Species& Number of Jack Studs Per Box3-Ply<=350plf(2)rows of 0.131"x3"nails @ 8"o.c. Grade 2-:)Iv Header 3-ply Headqx6 3-Pty<=525pif(3)rows of 0.131"x3"nails @ 8"D.C. 2x3 2x4 2x6 2x3 2x4 3-Ply<=650plf(2)rows of 1/2"Bolts @ 12"o.c. spf#2 2 2 2 _ 2 2 3-Ply>650 If 3 rows of 1/2"Bolts @ 12"D.C. spf#3 3 2 2 3 2 1 4-PI 3 rows of 1/2"Bolts @ 12"o.c. spf stud 32 2 3 2 1 Note: Stagger fastener rows and locate fasteners minimum sp#2 3 2 2 3 2 1 2"from all ends and edges. Space rows equally apart vertically. Fastener spacing is per row. JOB 223048-HDR1-3 SHEET NO. 4 OF 5 CALCULATED BY MJC DATE 7/24/2023 REVISED Beam & Header Spans SPF Beam1 = 2x8 Speciesl = SPF Grade1= NA No.1/No.2 NA Beam2= None Species2= Grade2= NA NA NA Quantity Per Box, Q1 = 3 d1= 7:25 in b1= 4.50 In Enter Beam w/Largest Quantity in Q1 Quantity Per Box, Q2= d2=. 0.00 in b2 0.00 in Area,Al = 32.63 int Section Modulus, S1 = 39.42 in Moment of Inertia, 11 = 142.90 in Area,A2= 0.00 inZ Section Modulus, S2= 0.00 in3 Moment of Inertia, 12= 0.00 . in4 Load Duration Beam Stability Size Factor Repetitve Factor Deflection Criteria CD= 1.00 C�= 1.00 CF, = 1.20 CR1 = 1.15 delta LL= 360 C'F2= 1:00 CR2= i. 1.00 delta TL= 240 Shear Moment Deflection Load Share F„j = 135 psi Fbl = 875 psi E1 = 1400000 psi Beaml = 100.00 % F°2= 0 psi Fb2= 0 psi E2= 0 psi Beam2= 0.00 Controlling Load w = 1044.9. plf Max Allowable Length= 69.8 in Actual Length Needed = 69.0 in Reaction at Each End = 3004.0 Ib Minimum Bearing Length Required = 1.6 in Max Deflection = 0:128 `in BEAM FASTENING REQUIREMENTS CONDITION 1 -TOP LOADED-2 TO 4 PLY BEAMS f12" "deep or less-(2)rows of 0.131"x3"nails @ 8"o.c. > 12"&< 18"deep-(3)rows of 0.131"x3"nails @ 8"o.c. > 18"deep-(4)rows of 0.131"x3"nails @ 8"o.c. CONDITION 2-SIDE LOADED 2-Ply<=465plf(2)rows of 0.131"x3"nails @ 8"o.c. 2-Ply<=700plf(3)rows of 0.131"x3"nails @ 8"D.C. 2-Ply<=870plf(2)rows of 1/2"Bolts @ 12"D.C. 2-Ply>870plf(3)rows of 1/2"Bolts @ 12"o.c. Species& Number of Jack Studs Per Box 3-Ply<=350plf(2)rows of 0.131"x3"nails @ 8"D.C. Grade 2-ply Header 3-ply Header 3-Ply<=525plf(3)rows of 0.131"x3"nails @ 8"D.C. 2x3 F 244 2x6 2x3 2x4 2x6 3-Ply<=650pif(2)rows of 1/2"Bolts @ 12"o.c. spf#2 3 2 2 3 2 2 3-Ply>650 If 3)rows of 1/2"Bolts @ 12"D.C. spf#3 3 2 2 3 2 2 4-PI 3 rows of 112"Bolts12"o.c. spf stud 3 2 2 3 2 2 Note: Stagger fastener rows and locate fasteners minimum 2 3 2 2 2"from all ends and edges. Space rows equally apart sp#2 3 27 vertically. Fastener spacing is per row. JOB 223048-HDR1-4 SHEET NO. 5 OF 5 CALCULATED BY MJC DATE 7/24/2023 REVISED Beam & Header Spans Beaml = 1.5"x 7.25" Speciesl = LVL Gradel= NA No.1/No.2 NA Beam2 = None Species2= Grade2= NA NA NA Quantity Per Box, Q1 = 3 d1= 7.25 in b1= 4.50 in Enter Beam w/Largest Quantity in Q1 Quantity Per Box, Q2= d2= 0.00 _ 'in b2 0.00 'in Area,Al = ' 32.63 int Section Modulus, S1 = 39.42 in Moment of Inertia, 11 = 142.90 in Area,A2= 0.00 int Section Modulus, S2= 0.00 in Moment of Inertia, 12= 0.00 in Load Duration Beam Stability Size Factor Reoetitve Factor Deflection Criteria CD= 1.15 CL= 1.00 CF1 = 1.07 - CRI = 1.00 delta LL= 360 CF2= 1.00 CR2= 1.00 delta TL= 240 Shear Moment Deflection _ Load Share Fv1 = 285 psi Fb1 = 2750 psi E1 = ' 2000000 psi Beaml = 100.00 % F,2= 0 psi Fb2= 0 psi E2= 0 - - psi Beam2= 0.00 % Controlling Load w = 1044.9 pif Max Allowable Length= 99.4 in Actual Length Needed = 96.0 in Reaction at Each End= . 4179.5 lb Minimum Bearing Length Required= 2.2 in Max Deflection = 0.337 in BEAM FASTENING REQUIREMENTS CONDITION 1 -TOP LOADED-2 TO 4 PLY BEAMS 12"deep or less-(2)rows of 0.131"x3"nails @ 8"o.c. > 12"&< 18"deep-(3)rows of 0.131"x3"nails @ 8"o.c. > 18"deep-(4)rows of 0.131"x3"nails @ 8"o.c. CONDITION 2-SIDE LOADED 2-Ply<=465p1f(2)rows of 0.131"x3"nails @ 8"D.C. 2-Ply<=700plf(3)rows of 0.131"x3"nails @ 8"o.c. 2-Ply<=870pif(2)rows of 1/2"Bolts @ 12"o.c. 2-Ply>870plf(3)rows of 1/2"Bolts @ 12"D.C. Species& Number of Jack Studs Per Box 3-Ply<=350plf(2)rows of 0.131"x3"nails @ 8"D.C. Grade 2-ply Header 3-ply Header 3-Ply<=525p1f(3)rows of 0.131"x3"nails @ 8"D.C. 2x3 2x4 2x6 2x3 2x4 2x6 3-Ply<=650p1f(2)rows of 1/2"Bolts @ 12"D.C. spf#2 4 3 3 4 2 2 3-PI >650 If(3 rows of 1/2"Bolts 12"ox. spf#3 4 3. 3 4 3 2 4-Ply 3 rows of 1/2"Bolts @ 12"D.C. spf stud 4 3 3 4 3 .2 Note: Stagger fastener rows and locate fasteners minimum sp#2 4 3 3 -4- 3 2 2"from all ends and edges. Space rows equally apart vertically. Fastener spacing is per row. JOB 223048-CLB1-1 SHEET NO. 1 OF 2 CALCULATED BY MRF DATE 9/25/2023 REVISED Load Calculation Procedure INPUTS CONSTANTS Location: MATEWALL Floor Live Load= 40 psf Supporting Roof: NO Floor Dead Load = 10 psf Number of Floor Supporting: 1 Wall Dead Load= 40 plf NO Ceiling Dead Load = 6 psf NO Note:Select 15psf Floor Dead Load when supporting tile floors or stone counters. Beam located in Ceiling: 377 Required Deflection Criteria 16 Live Load= L/360 Unit Width = 15.75 ft Total Load= L/240 30.8 40 20 Load Duration for Wood Members Load Cases 1. D = 118.8 plf Cd=0.9 2. D +L = 433.8 __plf Cd= 1.0 3• D+(Lr or S Or R) = 118.8 plf Cd=0.9 4. D +0.75L+0.75(L,Or S or R) = 355.0 plf Cd= 1.0 5. D+(0.6W or 0.7E) = 118.8 _:plf Cd=0.9 6. D+0.75L+(0.75(0.6W)or 0.525E)+0.75(Lr or S or R) = 355.0 ;pif Cd= 1.0 7a. 0.613+(0.6W) = 71.3 plf Cd =0.9 7b. 0.613+ (0.7E) = 71.3 plf Cd=0.9 Check the highest load for each load duration factor when sizing wood members. Check the highest load and apply no load duration factor when sizing steel members. JOB 223048-CLB1-1 SHEET NO. 2 OF 2 CALCULATED BY MRF DATE 9/25/2023 REVISED Beam & Header Spans Beam1 = 1.5"x 11.25" Speciesl = LVL Gradel= NA NA NA Beam2= None Species2= Grade2= NA NA NA Quantity Per Box, Q1 = 2 dl=, 11.25 in bl 3.00 in Enter Beam w/Largest Quantity in Q1 Quantity Per Box, Q2= d2= 0.00 in b2= 0.00 in Area,Al = . 33.75 int Section Modulus, S1 = 63.28 'in3 Moment of Inertia, 11 = 355.96 'in4 Area,A2= ' 0.00 int Section Modulus, S2= 0.00 in Moment of Inertia, 12= 0.00 in Load Duration Beam Stability Size Factor Reaetitve Factor Deflection Criteria CD= 1.00 CL= 1.00 CF1 = 1.00 CRI = 1.00' delta LL= 360 CF2= 1.00 CR2= _ 1:00 delta TL= 240 Shear Moment_ Deflection Load Share F„, = 285 psi Fb1 = 2750, psi E1 = 2000000 ' psi Beam1 = 100.00 Fv2= 0 psi Fb2= 0 psi E2= 0 Psi Beam2= 0.00 % Controlling Load w = 433.8 plf Max Allowable Length= 179.5 in Actual Length Needed= 160.0 in Reaction at Each End= 2891.7 1b Minimum Bearing Length Required= 2.3 ' in Max Deflection= 0.433 in BEAM FASTENING REQUIREMENTS CONDITION 1 -TOP LOADED-2 TO 4 PLY BEAMS Species& Number of Matewall Column Studs Per Box 12"deep or less-(2)rows of 0.131"x3"nails @ 8"o.c. Grade Max 8ft Tall Column Max 9ft Tall Column > 12"&< 18"deep-(3)rows of 0.131"x3"nails @ 8"D.C. 2x3 2x4 2x6 2x3 2x4 2x6 > 18"deep-(4)rows of 0.131"x3"nails @ 8"D.C. spf#2 4 21 1 4 2 2 CONDITION 2-SIDE LOADED spf#3 4 .2 2 NG. 2._. 2_ 2-Ply<=465plf(2)rows of 0.131"x3"nails @ 8"D.C. spf stud 4 2 2 NG 2 2 2-Ply<=700pif(3)rows of 0.131"x3"nails @ 8"D.C. sii#2 4 2 1 NG 2 2 2-Ply<=870plf(2)rows of 1/2"Bolts @ 12"o.c. 2-Ply>870pif(3)rows of 1/2"Bolts @ 12"o.c. 3-Ply<=350p1f(2)rows of 0.131"x3"nails @ 8"D.C. 3-Ply<=525plf(3)rows of 0.131"x3"nails @ 8"o.c. 3-Ply<=650pif(2)rows of 1/2"Bolts @ 12"D.C. 3-Ply>650pif 3 rows of 1/2"Bolts @ 12"o.c. 4-PI 3)rows of 1/2" Bolts @ 12"D.C. Note: Stagger fastener rows and locate fasteners minimum 2"from all ends and edges. Space rows equally apart vertically. Fastener spacing is per row. f JOB 223048-CLB2-1 SHEET NO. 1 OF - 2 CALCULATED BY MRF DATE 9/25/2023 REVISED Load Calculation Procedure INPUTS CONSTANTS Location: MATEWALL Floor Live Load= 40 psf Supporting Roof- YES Floor Dead Load= 10 psf Number of Floor Supporting: 0 Wall Dead Load= 40 pif Cape Roof: NO Ceiling Dead Load= 6 psf Simply Supported Rafter: NO Note: Select 15psf Floor Dead Load when supporting the floors or stone counters. Reaction from Truss or Rafter= 377 Ib Required Deflection Criteria Truss spacing= 16 in o.c. Live Load= L/240 Unit Width= 15.75 ft Total Load= L/180 Roof Live Load/Unbalanced Snow Load= 30.8 psf 40 Roof Dead Load= 20 psf Roof/Snow Load= 282.8;pif % Roof Live Load = 33.9 % Roof Dead Load= 22.0 %Attic Live Load= 44.1T % Load Duration for Wood Members Load Cases 62,3 _ pif Cd =0.9 2. 13 +L = 186.8 , pif Cd =0.9 3, D+(L,.or S or R) = 158.2 plf -- Cd= 1.15 4. D+0.75L+0.75(Lr or S or R) = Y282_8 _ pif Cd = 1.15 5. D+ (0.6W or 0.7E) = 62.3 pif Cd =0.9 6. D+0.75L+(0.75(0.6W)or 0.525E)+0.75(Lr or S or R) = 258.8 pif Cd= 1.15 7a. 0.6D+(0.6W) = 37:4__ .pif Cd=0.9 7b. 0.613+(0,7E) _ 37.4 :plf Cd=0.9 Check the highest load for each load duration factor when sizing wood members. Check the highest load and apply no load duration factor when sizing steel members. JOB 223048-CLB2-1 SHEET NO. 2 OF 2 CALCULATED BY MRF DATE 9/25/2023 REVISED Beam & Header Spans Beam1 = 1.5"X 11.25" Speciesl = LVL Gradel= NA NA NA Beam2= None Species2= Grade2= NA NA NA Quantity Per Box,Q1 = 1 d1= 11.25 in bl=, 1.50 in Enter Beam w/Largest Quantity in Q1 Quantity Per Box, Q2= d2= 0.00 in b2= 0.00 -in Area,Al = 16.88 - in Section Modulus, S1 = 31.64 in3 Moment of Inertia, 11 = 177.98 in Area,A2= 0.00 'inz Section Modulus, S2= 0.00 'in3 Moment of Inertia, 12= 0.00 in4 Load Duration Beam Stability Size Factor Repetitve Factor Deflection Criteria D- 1.15 CL= 1.00CF1 = 1.00 CRI = 1.00 delta LL= 240 CFz= 1.00 CR2= ` 1.00 delta TL= 180 Shear Moment Deflection _ _ Load Share Fvl = 285 psi Fb1 = 2750 psi E1 = 2000000 `psi Beaml = 100.00 % Fvz= 0 psi Fbz= 0 ; psiE2= 0 '^ Psi Beam2= 0.00 % Controlling Load w = 282.8Of Max Allowable Length= 183.7 in Actual Length Needed= 159.0 in Reaction at Each End= 1873.2 Ib Minimum Bearing Length Required= 2.9 ;in Max Deflection = 0.551 in - BEAM FASTENING REQUIREMENTS CONDITION 1 -TOP LOADED-2 TO 4 PLY BEAMS Species& Number of Matewall Column Studs Per Box 12".deep or less-(2)rows of 0.131"x3"nails @ 8"o.c. Grade Max 8ft Tall Column Max 9ft Tall Column > 12"&< 18"deep-(3)rows of 0.131"x3"nails @ 8"o.c. 2x3 2x4 2x6 2x3 2x4 2x6 > 18"deep-(4)rows of 0.131"x3"nails @ 8"o.c. s f#2 3 2 1- 3 _ _ " 2 1 CONDITION 2-SIDE LOADED spf#3 . 3 2 1 4 2 1 2-Ply<=465plf(2)rows of 0.131"x3"nails @ 8"o.c. s f stud 3 2 1 4 2 1 2-Ply<=700plf(3)rows of 0.131"x3"nails @ 8"o.c. sp#2 3 2 1 3 2 1 2-Ply<=870plf(2)rows of 1/2"Bolts @ 12"o.c. 2-Ply>870plf(3)rows of 1/2"Bolts @ 12"o.c. 3-Ply<=350plf(2)rows of 0.131"x3"nails @ 8"o.c. 3-Ply<=525plf(3)rows of 0.131"x3"nails @ 8"o.c. 3-Ply<=650plf(2)rows of 1/2"Bolts @ 12"o.c. -3-Ply>650plf 3 rows of 1/2"Bolts 12"O.G. 4-Ply 3 rows of 1/2"Bolts @ 12"o.c. Note: Stagger fastener rows and locate fasteners minimum 2"from all ends and edges. Space rows equally apart vertically. Fastener spacing is per row. JOB 223048-GarageClgBeam SHEET NO. 1 OF 2 CALCULATED BY MJC DATE 7/24/2023 REVISED Load Calculation Procedure INPUTS CONSTANTS Location: MATEWALL Floor Live Load= 40 psf Supporting Roof: YES Floor Dead Load= 10 psf Number of Floor Supporting: 1 Wall Dead Load = 40 'plf Cape Roof: NO Ceiling Dead Load= 6 psf Simply Supported Rafter: NO Note: Select 15psf Floor Dead Load when supporting the floors or stone counters. Beam located in Ceiling: NO Reaction from Truss or Rafter= 459 Ib Required Deflection Criteria Truss spacing= 16 in o.c. Live Load= L/360 Unit Width = 9 ft Total Load= L/240- Roof /240.Roof Live Load/Unbalanced Snow Load= 20 psf Roof Dead Load= 20 psf Roof/Snow Load= 344.3 pif % Roof Live Load= 50.0 % Roof Dead Load= 50.0 %Attic Live Load = 0.0 % Load Duration for Wood Members Load Cases 1. D+.F _ 257.1 plf Cd=0.9 2., D+ H +F+L+T = —437.1 ,plf Cd= 1.0 3. D+H+F+(L,orSorR) = 429.3 ,plf Cd= 1.15 4. D+ H + F+ 0.75(L+T)+0.75(L,or S or R) = 5212 pif Cd= 1.15 5. D+ H +F+ (W or 0.7E) _ 257.1 pif Cd=0.9 6. D+H +F+0.75(W or 0.7E)+0.75L+0.75(L,or S or R) _ 521.2 plf Cd= 1.15 7. 0.613+W+H _ ry -1.54.3 pif Cd =0.9 8• 0.6D+0.7E+H = 154.3 plf Cd=0.9 Check the highest load for each load duration factor when sizing wood members. Check the highest load and apply no load duration factor when sizing steel members. JOB 223048-GarageClgBeam SHEET NO. 2 OF 2 CALCULATED BY MJC_ DATE 7/24/2023 REVISED Beam & Header Spans Beaml = 1.5"x 11.25" Speciesl = LVL Gradel= NA No.1/No.2 NA Beam2= None Species2= Grade2= NA NA NA Quantity Per Box, Q1 = 2 d1= 11.25 in b1= 3.00 in Enter Beam w/Largest Quantity in Q1 Quantity Per Box, Q2= d2= _0.00 in b2= 0.00 in Area,Al = 33.75 int Section Modulus, S1 = 63.28 in 3* Moment of Inertia, 11 = 355.96 in Area,A2= 0.00 int Section Modulus, S2= 0.00 in3 Moment of Inertia, 12= 0.00 in Load Duration Beam Stability Size Factor Repetitve Factor Deflection Criteria CD= 1.15 CL= 1.00 CF1 = 1.00 CRI = 1.00 delta LL= 360 CF2= _1-00" CR2= 1.00 delta TL= 240 Shear Moment Deflection Load Share FA = 285 psi Fb1 = 2750 psi E1 = 2000000 psi Beaml = 100.00 % Fv2= 0 psi Fb2= 0 psi E2= 0 Psi Beam2= 0.00 Controlling Load w = 521.2 ;plf Max Allowable Length= 173.7 in Actual Length Needed= 138.0 in Reaction at Each End= 2997.0 Ib Minimum Bearing Length Required= 2.4 in Max Deflection = 0.288 in BEAM FASTENING REQUIREMENTS CONDITION 1 -TOP LOADED-2 TO 4 PLY BEAMS Species& Number of Matewall Column Studs Per Box 12"deep or less-(2)rows of 0.131"x3"nails @ 8"D.C. Grade Max 8ft Tall Column Max 9ft Tall Column > 12"&< 18"deep-(3)rows of 0.131"x3"nails @ 8"o.c. 2x3 2x4 2x6 I 2x3 2x4 2x6 > 18"deep-(4)rows of 0.131"x3"nails @ 8"D.C. spf#2 4 2 1 NG 2 2 _ CONDITION 2-SIDE LOADED spf#3 4 2 2 NG 3 2 2-Ply<=465plf(2)rows of 0.131"x3"nails @ 8"D.C. spf stud 4 2 2 NG 32 2-Ply<=700plf(3)rows of 0.131"x3"nails @ 8"D.C. sp#2 4 2 2 NG 3 2 2-Ply<=870plf(2)rows of 1/2"Bolts @ 12"o.c. 2-Ply>870plf(3)rows of 1/2"Bolts @ 12"o.c. 3-Ply<=350plf(2)rows of 0.131"x3"nails @ 8"D.C. 3-Ply<=525pif(3)rows of 0.131"x3"nails @ 8"o.c. 3-Ply<=650pif(2)rows of 1/2"Bolts @ 12"o.c. 3-PI -650p1f 3 rows of 1/2"Bolts 12"o.c_ 4-Ply 3 rows of 1/2"Bolts @ 12"o.c. Note: Stagger fastener rows and locate fasteners minimum 2"from all ends and edges. Space rows equally apart vertically. Fastener spacing is per row. JOB 223048-GarageHDR SHEET NO. 1 OF 3 CALCULATED BY MJC DATE 7/24/2023 REVISED Load Calculation Procedure INPUTS CONSTANTS Location: SIDEWALL Floor Live Load= 40 psf Supporting Roof: YES Floor Dead Load= 10 psf Number of Floor Supporting: 0 Wall Dead Load = 62 pif Cape Roof: NO Ceiling Dead Load= 6 psf Simply Supported Rafter: NO Note: Select 15psf Floor Dead Load when supporting tile floors or stone counters. Reaction from Truss or Rafter= 459 Ib Required Deflection Criteria Truss spacing= 16 in o.c. Live Load= L/240 Unit Width = 8.5 ft Total Load= L/180 Roof Live Load/Unbalanced Snow Load= 20 psf Roof Dead Load= 20 psf Roof/Snow Load= 344.3 ,plf % Roof Live Load= 50.0 % % Roof Dead Load= 50.0 %Attic Live Load = 0.0 % Load Duration for Wood Members Load Cases 1. D+ F = 172.1 pif Cd=0.9 2. D+ H +F+ L+T _ _ 172.1 plf Cd=0.9 3. D+ H +F+ (Lr or S or R) = 344.3 plf Cd= 1.15 4. D+ H +F+0.75(L+T)+0.75(Lr or S or R) = 344.3 pif Cd= 1.15 5. D+ H +F+ (Wor0.7E) = , 172.1 'plf Cd =0.9 6. D+H + F+0.75(W or 0.7E)+0.75L+0.75(Lr or S or R) = 501.2 plf Cd= 1.15 7• 0.6D+W+H = 103.3 Of Cd=0.9 8• 0.6D +0.7E+H = 103.3 plf Cd=0.9 Check the highest load for each load duration factor when sizing wood members. Check the highest load and apply no load duration factor when sizing steel members. JOB 223048-GHDR7-1 SHEET NO. 2 OF 3 CALCULATED BY MJC DATE 7/24/2023 REVISED Beam & Header Spans SPF Beaml = 2x6 Speciesl = SPF Gradel NA No.1/No_2 NA Beam2= None Species2= Grade2= NA NA NA Quantity Per Box, Q1 = 2 d1= 5.50 in b1=, 3.00 in Enter Beam w/Largest Quantity in Q1 Quantity Per Box, Q2= d2=. 0.00 ,in b2= 0.00 iin Area,Al = 16.50 int Section Modulus, S1 = 15.13 'in 3 Moment of Inertia, 11 = 41.59 in' Area,A2= 0.00 int Section Modulus, S2= 0.00 in3 Moment of Inertia, 12= 0.00 ,in4 Load Duration Beam Stability Size Factor .Reoetitve Factor Deflection Criteria CD= 1.75 CL= 1.00 CF1 = 1.30 CR1 = 1.00 . delta LL= 240 CF2= ! 1.00 CR2= 1.00. delta TL= 180 Shear Moment_ Deflection Load Share F„j = 135 psi Fb1 = 875 psi E1 = 1400000 .,psi Beam1 = 100.00 F,2= 0 psi Fb2= 0 psi E2= 0 psi Beam2= 0.00 Controlling Load w = 344'.3 . plf Max Allowable Length= 74.3 1n Actual Length Needed= 38.0 in Reaction at Each End= 545.1 115 Minimum Bearing Length Required= 0.4 in Max Deflection= 0.013 An BEAM FASTENING REQUIREMENTS CONDITION 1 -TOP LOADED-2 TO 4 PLY BEAMS 12"deep or less-(2)rows of 0.131"x3"nails @ 8"o.c. > 12"&< 18"deep-(3)rows of 0.131"x3"nails @ 8"o.c. > 18"deep-(4)rows of 0.131"x3"nails @ 8"o.c. CONDITION 2-SIDE LOADED 2-Ply<=465pif(2)rows of 0.131"x3"nails @ 8"D.C. 2-Ply<=700plf(3)rows of 0.131"x3"nails @ 8"O.G. 2-Ply<=870pif(2)rows of 1/2"Bolts @ 12"o.c. 2-Ply>870plf(3)rows of 1/2"Bolts @ 12"o.c. Species& Number of Jack Studs Per Box 3-Ply<=350pif(2)rows of 0.13170"nails @ 8"o.c. Grade 2-ply Header 3-31v Header 3-Ply<=525plf(3)rows of 0.131"x3"nails @ 8"o.c. 2x3 2x4 2x6 2x3 2x4 2x6 3-Ply<=650plf(2)rows of 1/2"Bolts @ 12"o.c. s f#2 1 1 1 1 1 1 3-Ply>650plf 3 rows of 1/2"Bolts 12"D.C. spf#3 1 1 _ 1 1 1 1 4-Ply 3 rows of 1/2"Bolts @ 12"o.c. s f stud 1 1 1 1 9. 1 Note: Stagger fastener rows and locate fasteners minimum sp#2 1 1 1 1 I I 2"from all ends and edges. Space rows equally apart vertically. Fastener spacing is per row. JOB 223048-GHDR1-2 SHEET NO. 3 OF 3 CALCULATED BY MJC DATE 7/24/2023 REVISED Beam & Header Spans - SPF Beaml = 2x12 Speciesl = SPF Grade1= NA No.1/No.2 NA Beam2= None Species2= Grade2= NA NA NA Quantity Per Box,Q1 = 3 d1= 11.25 'in b1=. 4:50 in Enter Beam wl Largest Quantity in Q1 Quantity Per Box, Q2= d2=' 0.00 in b2= : 0.00 in Area,Al = 50.63 :in2 Section Modulus,S1 = 94.92 in3 Moment of Inertia, 11 = 533.94 in Area,A2= 0.00 in2 Section Modulus, S2= 0.00 in3 Moment of Inertia, 12= 0.00 in4 Load Duration Beam Stability Size Factor Repetitve Factor Deflection Criteria CD= 1.15 C�= 1.00 CFS _ _1.00 CR1 = 1.15 delta LL= 240 CF2= 1:00 : CR2= 1.00 ; delta TL= 180 Shear Moment Deflection_ _ Load Share F„1 = 135 . psi Fbi = 875 psi E1 = 1400000 psi Beam1 = 100.00 F,2= 0 psi Fb2= 0 psi E2= - 0 psi Beam2= 0.00 Controlling Load w = u 344.3 . plf Max Allowable Length= 175.0 in Actual Length Needed= 99,0 in Reaction at Each End= 1420.0 .1b Minimum Bearing Length Required= 0,7 ;in Max Deflection = 0.048 in BEAM FASTENING REQUIREMENTS CONDITION 1 -TOP LOADED-2 TO 4 PLY BEAMS 12"deep or less-(2)rows of 0.131"x3"nails @ 8"D.C. > 12"&< 18"deep-(3)rows of 0.131'x3"nails @ 8"o.c. > 18"deep-(4)rows of 0.131"x3"nails @ 8"o.c. CONDITION 2-SIDE LOADED 2-Ply<=465pif(2)rows of 0.131'x3"nails @ 8"D.C. 2-Ply<=700plf(3)rows of 0.131'x3"nails @ 8"o.c. 2-Ply<=870plf(2)rows of 1/2"Bolts @ 12"o.c. 2-Ply>870plf(3)rows of 1/2"Bolts @ 12"o.c. Species& Number of Jack Studs Per Box 3-Ply<=350plf(2)rows of 0.131"x3"nails @ 8"D.C. Grade 2-1 DIv Header 3-ply Header 3-Ply<=525p1f(3)rows of 0.131'x3"nails @ 8"D.C. 2x3 2x4 2x6 2x3 2x4 2x6 3-Ply<=650plf(2)rows of 1/2"Bolts @ 12"D.C. spf#2 2 1 1 2 1 1 3-Ply>650plf 3 rows of 1/2"Bolts @ 12"D.C. spf#3 2 1 1' 2 1 1 4-Ply 3 rows of 1/2"Bolts @ 12"o.c. spf stud 2 1 1 2. 1 1 Note: Stagger fastener rows and locate fasteners minimum sp#2 2 1 1 2- - 1 1 2"from all ends and edges. Space rows equally apart vertically. Fastener spacing is per row. 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 having jui isdiction: OWNER OF PROPERTY: SMITH SUBJECT PROPERTY(ADDRESS AND TAX MAP NUMBER): 285 sandy beach road greenport, NY suffolk County PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY): 0 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): 0 Truss Type Construction(TT) ❑ Pre-Engineered Wood Construction(PW) ❑ Timber 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 ❑ Owner's Representative ;;;��R3���AT'�nc Qty Ply 1 1 Job Reference o tional 1 738 14-9-12 29-7-8 zz�-0 0-7 0 0 7-3-87-6-4 7-6-4 7-3-81-0-0 Flip Overhang Connection: Min.8"Lapped 7/16"24!16 APA rated sheathing to Truss Top Chord 907>97 OK and 2x6 Overhang Flip with LSTA18 Strap 252>113 OK Scale=' Attach 2x6 Ov rhang Flip to Wall/Band Board with(2)SDWC15600 Toe Screws and 6 2x3 Ledger bl ck to WaNBand Board with(4).131"x 3"nail each Truss Bay. Collar Tie COnneCtion: 428>85 OK 03 B252>114 OK 428>85 OK Connect Each Collar Tie at each 252>114 OKB 4 5 7 6 end with(6).131"x 3" nails. or 7.00 12 15 16 (3) 1/4"x 3"SDS25300 Screws 3 9 1 D D 620>226 OK 620>226 O 188>0OK 188>0OK 1320>687 OK DE D ,o L� F2 B2 \J IN1 Heel Detail(937 lbs) 1 14 13 12 Heel Detail(937 lbs) Connect Heels to Top Plates with(1)SDS25600 Toe-Screw 7-0-8 13-9-12 22-t-0 29-7-8 7-M 6-6-4 8-6-4 7-3-8 T (psf) CLL 30.8 SPACING- 14-0 CSI. DEFL. in (loc) 1/deft Ud (Ground Snow=40.0) Plate Grip DOL 1.15 TC 0.72 Vert(LL) -0.43 12-13 >433 240 TCDL 10.0 Lumber DOL 1.15 BC 0.89 Vert(CT) -0.5912-13 >319 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.01 10 n/a n/a BCDL 10.0 Code IRC20181TP12014 Matrix P Attic -OA3 12-13 483 360 LUMBER- BRACING- TOP CHORD 2x6 SPF No.2'Except' TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins. T2:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-1-0 oc bracing. BOT CHORD 2x10 SPF Not WEBS 1 Row at midpt 4-8 WEBS 2x4 SPF No.2*Except* W2:2x6 SPF No.2 REACTIONS. (lb/size) 2=903/0-3-8 (min.0-1-8).13--383/043-8 (min.0-1-8),10=93010-3-8 (min_0-1-8) Max Horz 2=-219(LC 8) Max Uplift 2=312(LC 10),13=100(LC 10),10=319(LC 10) Max Grav 2=916(LC 16),13=753(LC 19),10=973(LC 17) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/4,2-3=937/178,3-15 848/309,4-15=780/323,4-5=242183,5-6=-164!96,6-7=1 6 219 5,7-8=246/83, 8-16=-809/323,9-16=-8801309,9-10=9091178,10-11=014 BOT CHORD 2-14=-43/697,13-14--34/687,12-13=-341687,10-12=-43/685 WEBS 3-14=-427/226,9-12=390/226,4-8=524/287 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(lb)/Maximum Tension(lb)/Maximum Shear(lb)/Maximum Moment(lb-in) 3=427/226/0/0,4=524/287/23/0,5=227/85/113/0,6=144/97/113/0,7=229/84/114/0,8=524/287/23/0,9=390/226/0/0,12=390/226/0/0,13=34/687/459/0,14=427/226/0/0 NOTES- 1)Wind:ASCE 7-16;Vult=140mph(3-second gust)Vasd=111mph;TCDL=6.OpsF,BCDL=6.Opsf,h=35ft B=45ft-,L=30ft;eave=oft;Cat.II; Exp C;Enclosed;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pg=40.0 psf:Pf=30.8 psf(Lum DOL=1.15 Plate DOL=1.15);Is--1.0;Rough Cat C;Partially Exp.;Ce=1.0;Cs=1.00; Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.8 psf on overhangs non-concurrent with other live loads. 5)All additional member connections shall be provided by others for forces as indicated_ 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. N 8)Ceiling dead load(5.0 psf)on member(s).3-4,8-9,4-8 �� p S.Rp 9)Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.13-14,12-13 Q 10)One RT5 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 10.This connection is for uplift CO only and does not consider lateral forces. Q 11)One RT4 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at)t(s)13.This connection is cofor uplift only a _ a' 1 12)This truss is designed in accordance with the 2018 International Residential Code sections P502-11.1 and 8802.10.2 and roforonood oto to 13)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. . LOAD CASE(S) Standard Q 0935th t4�� 00���" PER221973 5/23/2022 P.E.Robbins 1777 State Route 167 Victoria IL 61485 1 Of 1 Job Truss Truss Type aty Ply Signature Homes 212 113970 SF400601 FLAT W/DUCT 1 1 .1 UFP Industries Inc.,Grand Rapids,MI 49525,Steve Minahan 6.620 a Sep 22 2022 MiTek Industries,Inc.Thu Jul 2713:43:05 2023 Page 1 of 1 Copyright 02023 UFP Industries,Inc.All Rights Reserved 40 PSF SNOW DRIFT 1-11-3 1-10-3 1-0-0 1 1-10-3 11-11-3 0.25 12 2 2.5x4= 3 1 x3 4 1 x3 11 5 2.5x4 = 2x3 1 6 1 2x3 ii -- -- o 00 - o W 2 W W 5 W N 1-0-0 r 131 10 2.5x4 = 2.5x4= 9 8 2.5x4= 2.5x4= 7 3-9-6 1 1-0-0 1 3-9-6 8-6-12 Plate Offsets X 2:0-1.8 0-1-0 5:0-1-11 0-1-1 7:0-2-00-1-0 8:0-2-00-1-0 9:0-2-0 0.1-0 10:0-2-0.0-1-01 LOADING(psf) SPACING- 14-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) -0.04 9 >999 240 MT20 197/144 (Ground Snow=25.0) Lumber DOL 1.15 BC 0.36 Vert(CT) -0.05 9 >999 180 TCDL 10.0 Rep Stress[nor YES WB 0.15 Horz(CT) 0.01 7 n/a n/a BCLL 0.0 BCDL 10.0 + Code IBC2018/rP12014 Matrix-R Weight:23 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x3 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-13 oc purlins, except end vertic$Rj BOT CHORD 2x3 SPF No.2 BOT CHORD Rigid ceiling directly applied or 5-8-7 oc bracing. WEBS 2x3 SPF No.2`Except* W1,W6:2x4 SPF No.2 REACTIONS. (Ib/size) 10=44110-3-8,7=44103-8 Max Horz 10=7(LC 8) Max Upliftl0=-106(LC 8),7=-108(LC 8) Max Grav 10=459(LC 18),7=459(LC 18) FORCES. (lb)-Maximum CompressionfMaximum Tension TOP CHORD 1-2=-76/39,2-3=1013!747,3-0=10121749,4-5=1013/753,5-6=56/23,1-10=100/91,6-7=97/88 BOT CHORD 9-10=-5861738,8-9=758/1011,7-8=524/670 WEBS 3-9=124/118,4-8=-154/144,2-10=739/593,2-9=192/305,5-8=267/390,5-7=700/568 NOTES- 1)Wind:ASCE 7-16;Vul1=140mph(3-second gust)Vasd=111 mph;TCDL=6.Opsf BCDL=6.Opsf h=30ft;Cat II;Exp C;Enclosed;MWFRS(envelope)gable end zone and C-C Comer(3)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pg=25.0 psf;Ps=20.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat C;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10;IBC 1607.11.2 minimum roof live load applied where required.;Min.flat roof snow load govems. 3)Roof design snow load has been reduced to account for slope. 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 106 Ib uplift atjoint 10 and 108 Ib uplift atjoint 7. OF N E w 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. .r 1 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). P FRF�A O� r ¢ cc A O�ESStONP� The professional engineering seal indicates that a licensed professional engineer has designed the truss under the standards referenced within this document,not necessarily the current state building code.The engineering seal is not an approval to use in a specific state.The final detemtination 7/27/2023 on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. ® WARNING -Verify design parameters and READ NOTES UFP Industries,Inc. 2801 EAST IDS,BELMI 25 NE PHONE(616}364-6161 GRAND RAPIDS,MI 49525 Truss shall not be cut or modified without approval of the truss design engineer. This component has only been designed for the loads noted on this drawing. Construction and lifting forces have not been considered.The builder is responsible for lifting methods and system design.Builder responsibilities are defined under TP11.This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult BCS]1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available Lz HDD LU doubso&,l 0 -----120---------------------------------f _j V?_ f .19'-8 5/8l 3 4 2'-10" 3/4" -----7p"-10 112"v­­l -0 3/4" 7,� 7 ROUGH ROUGH OPENING PENING OPENING F OR PROVIDE WATERPROOFING ON THE l7l f�__l —rtetFe.—,Pj?-=�-1 EXTERIOR WALLS BELOW GRADE & OVER THE TOP OF ALL FOOTINGS �j Y Lj I �J L l Ly b I ------------- 4W AQ POST iII LL ANC HORE' LJL-=!L _u =—J-L—i D TO 12 1/ CONCRETE FILLED %4!V ACQ ill TERMITE SHIELD 2"xs* ACQ IV) SONCTUBE col . . I— DROP OTING ,.. 2- 1 STEP TOP I r, OVER SILL SEALER SILL PLATES 10, 2 x8 kCr� FJ 'At I " OF WALL- V711IFY N ARE AY 61 V x8" FLUSH ACQ LEDGER NISHM- GAl- 24�x24'l CONCl FOOTING osil 016' O.G. 0 BOLTED TO BOX JOIST 2 A A Mill INSULATED R e b a r I ACCESS PANEL/DOOR TO BASEMENT 5* 2o' 5'-7 1/2' 6'-9 3/4- _4 -9 1/4 VV2 3/4" LL 24C 0 CONCRETE Z, I APRON S-Irl 4 "X 15-9 3/4" CRAWL SPAC 151 3/4 151 3/4- 6 1E 5' 7" SIT, co 4- CONCRETE SLAB W/ FOO it >yDROP WA 7' FIBEIRIl RE;NPOPCEMENT Ll FOR DOOR In OVER 2* RIGID INSULATION 0 E6* CLEAN COMPACTED SANDa'—\ 0 518"All ANCHOR DOUTS 0 ALL POURED CONCRETE TO BE -N-EXCAVATED T, AO.C. PLACE MCHORS 3000 PSI STRENGTH 0 28 DAYS U � 1 0 NOT MORE THAN 12' :'ROM T!E OWN DETAIL All A.011ED GARAI THE ENDS OF EACH -S&L T _A BUTLIDIN(I . 71 5� ---------4111 Nl V ..,;"ALE) 4'-7 1/2" ­­�—;,je-------- 4 rmMar SHIELD 291'- 112." F --I F 7 F 290,'- 1/2' I Jl CONICR OVER SILL SEALER 2 3/1 1 1 ", �� 4' R�l :ETE SLAB FLUSH III = =-= � _ :.'. GI QrF, f* CLEAN COMPACTED SAND u_ Al 1b, 4 LAK-d Ill 8. COMPANY FOUNDATION _j L _J L J L L L _J WALL 2'-,3 1/16-1 �l FEN- 1 N%JUJ�LAE .3-1/2" STEEL LALLY I L 4" 4" COLUMN ON 30'x30"i I 'm 1/2" CONCRETE FOOTING TYPICAL W-0 FOUNDATION < WALL 2 3/4" sr: CE STAIR & Bill R-r14FORCED STUD WALLS TO BE • CONCRETE FOOTING CRAM. SPA ILEI) BUILT $1171E BY W/ (2)#4 REBAR NA I 2W WOOD STUDS 0 FIs" DROP WALL 1, 3/ O.C. WAI-13 INSULATION POR DOM 7'-11 7/8-1 i"t 1 'IS-9 3/4 & 112- GYPSUM BOARD Iii I 'IS-9 3/4" sli 03 1 UP BY BUILDER ON SITEE FOOTING 12'1 1/2 2 /4" 3 CONCl TOP OF FOLMM10: BUTOM OF FOO PROMDF 35* 24* 1 WA 0 +10.0 M.5. +/M3Til INSULATED I *_ A.PRl DOOR 0=0 (VERIFY igip' 4'-7 II SPAN 2817 UTUTY WINDOW Ill 1, 2'-5 (1/16 4" LIAR NIZEY AREAWAY 2" I. __j 6 77:47. 't", fill i ti L# 2 1/111 2W I'Ll ACQ LEDGER--DGER a ci CONCRETE BOARD BOLTED TO BOX I WALL S-11 On ONE #516'-2"— ­4l�L­­---4o-7" —1 W-21 2W FLU -H 5/8"1 ANCHOR BOLTS 0 6l HIGH u7l -IN '-;Zl-lc--AR C O.C. PL Bill COWINUOUS Coli 7 443 -ACE ANCHORS CONCRETE WALL IT- NOT MORE THAN 12* FROM CONCRETE FOOTINGS fA 2 iiL THE ENDS OF EACH SILL REINFORCED Ill REBAR REBAR l FV PROVIDE SlMPSON 317, ONG TIE LSCZ STAIR STRINGER 10*XIO*x5* CONCRETE FOOTING CMJER LENGTH CONNECTOR TYPICAL _g.:jL9, LIU 11— W/2*.4' BEARING BLOCK TO STRINGER TYPICAL SCREWED 2*x12 ACQ CUT STAIR STAIR STRINGERS STRINGERS TO BE N1 ii J OR1.0 U Ill O.C. MAX ROUGH ENCH IING -351 Y 10 3/4" 10 1/ I. F FOUNDLOON PLAN R.7-i" LCK, AT�(j A 5 f� ---53"1 r, 0 "LAN F U N ;11J-`y' _Ar N P7 S CA 1,1,': 1/4!aN, 4 fI�^ ,' ie', �}�I� ill � 1 ;;'S!: ',� � ,' /;oma � Ile v;l 0 I',i, 6 tkl 9 N r SD,9 Lel F, H 4 in b w-,.Tq) "k ul r Sid $CTM# 1000-43 -04-2 -ni F111 al,� nou'll, arnid W�a rL le hxf w f a r Tipt'n'T.-I H2 FOUNDATION PLAN FOR Typ=a�CC arc THE SMITH RESIDENCE BODES D E S ALL WORK PERFORMED SHALL COMPLY WITH NE�ii YORK STATE 285 SANDY BEACH ROAD, GREENPORT — 2020 NY'S UNIFORM FIRE PREVENTION & BUILDING CODE 1OWN OF SOUTHOLD, NEW YORK — 2020 RESIDENTIAL CODE OF NEW YORK STATE — 2020 Tlk yj-ot 0 ENERGY CONSERVATION CODE OF NEW YORK STATE " ORS N ECI 2017 NATIONAL ELECTRICAL CODE GNS Sim CONA Iffil DESI .I- Fil 5��'1.1, C, F1 2 W:' Fil 0 �_jCALE NYS BUIL DING CODE FOR HIGH WIND EXPOSURE IN WIND BORNE DEBRIS REGIONS _. ,UTFIAMPTON, N.Y. 516-729-2925 10/06/23 -53'-6" Is 53'-6" FDELF1, D KING. JOISTS. POSTS & 2' RAILRiG—SYSTEM TO BE SUPPLIED—& IL STALLED BY BUILDER ON SITE STEPS TO GRADE ❑ LP 13 6. —7— el BIL OC DOOR ❑ SIZE *B* I. DECKING TO BE WHITE VINYL CLAD EE] RAILING SYSTEM —SELECTED BY OWNERTYPICAL Is 6'-9 3/4" 6*-9 3/4" A L L X OF 13 y OUSE B USE B GARMIE ROOF 1 29'— 1/2" y 10UPANY 29'­� 1/20 H GARAGE BY 29'— 1/2" MOD LAR C 29'— 1/2" R COMPANY 1 3, 110TIll MODULAR COMPANY/ MODULAR COMPANY it-ING SYSTE TO BE SUPPLIED / / / / /— Its ST BY BUILDER ON SITE —7Z— �IT�E 1L1 'YL CLAD RAILING SYSTEM. ANCHOR RAILING POSTS I Hyl I'II� /� / , / /;' / / TO ROOF DECK TYPICAL II�Ir / % i' / j/ / / / r� I I I / /, / I i Iasi' / ! / /' � � � I �I/ / / / l / / I / / i' j' // / 4'-9 3/4 4#_9 4'7 ------ & tr "71 , 17 M=_ 9 0-6 —Ex C3 C3- 9MITE VINYL CLAD —of 0 RAILING SYSTEM 1-00YERED POR H-- TYPICAL DECKING TO BE —*C'4 D BY OWNER —SELECTED 4W ACO POST, (2)�-x+l - ACQ GIRDER CLAD IN VERS PARS ACKOUT & CLAD U IN VERsATFx TYPICAL 12' STEPS TO GRADE PORCH ROOF, DECKING, JOISTS. POST & RAILING SYSTEM TO BE SUPPLIED & INSTALLED BY BUILDER ON SITE E A 12f L 0 R SCALE: 1/4„=1,_0„ —530-6" li I iI E T FLOOR P N J; FIRST FLOOR AREA= 1,229 SQ.FT. SCALE: 1/4' IOND FLOOR AREA= 1.229 SQ.FT.EQ ROSS FL AREA= 2 N J58 %FT. 6ARAOxE AREA= 216 SQ.FT. us FRONT PORCH AREA= 38 SQ.FT. ASPHALT Sh'INGLES; (TO REAR LANDING AREA= 23 SQ.FT. MATCH RESIDENCE) OVER "w 17- 30f FELT PAPER OVER a. 5/8* CXD PLYWOOD PROVIDE HIO RAFTER KN 'E' TO GIRDER COININECTOR L 'tl-- 97 AJTCH�ZIFNU (2)2*x12* ACQ HEADER -f'T ANCHORED TO POST & CLAD IN VERSATEX PCRCH R PQSTS Br 5uppuzp 'k!!&uE�_p_y I'i it 4*x4* ACO POST, 9 �4 ol'�1 J,ii 1,7�' 1; 1: PACKED OUT T-;,`'f'-,y I i' CLAD IN VERSATZX _Jt ITE VNYL CLAI; r —"RAI,'JNC SYSTEM WOOD DECK'NG TO EE SELECTED BY OWNER PROVIDE H2.5 JOIST ---TO GIRDER CONNECTOR -------- —(2)2*xB' FLUSH ACQ GIRnER 2"x8" ACO FJ Cl 16" O.C. (2)2*x6' 4 xe ACQ POST ANCHORM PROVIDE (2)#4 �;DAl� Hof_';IZOINTLLY To SONOTUM GIRDER zx_ AROUND ENTIRr C e N1 OF NEW F,01,�NDATION' WALL /'/ " "\\///' / "� - A 12' CON��RETE 2 Y�"' r. SCTM# 1000 -43-04-2 FILLED X. TC �'Dl F' L.1 6/8"x1 ANCP.,'.F, SOCTS C, 48' C.C. PLACEC 24 x24*xl2' E ANCHOP �40- Y.01RE THAIN' TING/ NCR 0 12* FROM THE 0:-' E3,C,`, S!LL ;A 4- CONCRETE SLAB N FIBERMEC' PORCH & DECK PLAN FOR %,,E D _8 REINFORCEMENT 'b A A A 0 13' CLEAN 00�17ACTED SAJND THE SMITH RESIDENCE VER 2' RIG!D INMILAMON 4^ v —, CfNIINUOUS FOO'niqGS ALL WOaK PERFORMED SHALL COMPLY WITH NEW YORK STATE CODES 285 SANDY BEACH ROAD, GREE PORT W/(2)j!4 REBAR 401 TOWN OF SOUTHOLD, NEW YORK 2020 NYS UNIFORM FIRE PREVENTION & BUILDING CODE A 1 112"X� — 2020 RESIDENTIAL CODE OF NEW YORK STATE El N 7_11 — 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE — 201117 NATIONAL ELECTRICAL CODE U I WJS DESIGNS j" NYS BUILDING CODE FOR HIGH WIND EXPOSURE IN WIND DEBRIS REGIONS c- '43T NY516-729-2925 $,,f'ALE: 1./4 _0" BORNE Dr , . . 10/06/23