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ofFO(A' t Town of Southold 4/20/2024 a y� P.O.Box 1179 53095 Main Rd 4,1 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45132 Date: 4/20/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 50 Lighthouse Rd, Southold SCTM#: 473889 Sec/Block/Lot: 55.-1-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/7/2019 pursuant to which Building Permit No. 50387 dated 3/4/2024 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including pergold and laundry room,to existing single family dwelling as applied for. The certificate is issued to Tavani,Michael&McGinnis,Meghan of the aforesaid building. SUFF,OLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 50387 4/3/2024 PLUMBERS CERTIFICATION DATED 5/19/2023 ttit Plu b' g&Hea g A or edct e TOWN OF SOUTHOLD Gyr BUILDING DEPARTMENT y TOWN CLERK'S OFFICE SOUTHOLD, NY L 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#: 50387 Date: 3/4/2024 Permission is hereby granted to: Tavani, Michael 2 Northside Piers Ph 1 Brooklyn, NY 11249 To: install window replacements on existing single family dwelling as applied for. Replaces BP 43384. At premises located at: 50 Lighthouse Rd, Southold SCTM # 473889 Sec/Block/Lot# 55.-1-2 Pursuant to application dated 1/7/2019 and approved by the Building Inspector. To expire on 9/3/2025. Fees: PERMIT RENEWAL $308.00 AMENDMENT TO PERMIT $78.00 Total: $3 86.00 Building Inspector �ga�nrX TOWN OF SOUTHOLD BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING-PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43384 Date: 1/10/2019 Permission is hereby granted to: Tavani, Michael 2 Northside Piers Ph 1 Brooklyn, NY 11249 To: install window replacements on existing single-family.dwelling as applied for. At premises located at: 50 Lighthouse Rd, Southold SCTM # 473889 Sec/Block/Lot# 55.-1-2 Pursuant to application dated 1/7/2019 and approved by the Building Inspector. To expire on 7/11/2020'. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $200.00 CO--ALTERATION TO DWELLING $50.00 Total: $250.00 Bu ding Inspector pF SO�j�,Q! 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlina-town.southold.ny.us Southold,NY 11971-0959 Q�yCOUNT`1,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Michael Tavani Address: 50 Lighthouse Rd City:Southold St: NY zip: 11971 Building Permit#: 50387 Section: 55 Block: 1 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: REP Electric License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool . New X Renovation 2nd Floor X Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 39 Ceiling Fixtures 11 Bath Exhaust Fan 1 Service 3 ph Hot Water GaSX2 GFCI Recpt 4 Wall Fixtures 13 Smoke Detectors 2 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 8 CO Detectors Sub Panel 60A A/C Blower 2 Range Recpt 39 Ceiling Fan Combo Smoke/CO 3 Transfer Switch UC Lights Dryer Recpt N Emergency Strobe Heat Detectors Disconnect 200A Switches 55 4'LED Exit Fixtures 11 Sump Pump Other Equipment: Oven, Mini Fridge(2), DW, Hood, ERV, 200A Main Disconnect in Basement, 200A Service 40 Circuit/40 Used, 60A Sub Panel 12 Circuit/2 Used Notes: Whole House Renovation Inspector Signature: Date: April 3, 2024 S.Devlin-Cert Electrical Compliance Form Town Ha11:Annex: TeWphgOe(01)'76$-1802 54375 MaiiiRoad; V FaxG31):765-9502 F:Q..Box I179 :Southold NY 11971=0959 P` : J BUILDING DEPARTMENT P TOWN OF SOUTHOLD CSA.-T:IFICATYON Date: 2 3 Building Permit No: 5 D 3 4 Owner:: (Piease:print) :.(Please point): I certify that-the solderused:inahe water'supply'system:coritairis.less'than:2/:1U:of 11/6 lead: I lgnature) Sworn to before:me his 11 clay of r 20 I'l CHELSEA L. CHALONE Notary Public, State of New York Registration#01CH6287106 Qualified In Suffolk County Commission Expires Aug.5,20 Notary Public;> _: .�\Y,i Grat�n�.y ID �o��OF 50UTyO� # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �� �� INSPECTOR7 � f SOUT ti�� y�lo TOWN OF SOUT.HOLD BUILDING DEPT. `yIrm 765-1802 INSPECTION" [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL /FIRESIS' TANT CE & CHIMNEY [ ] FIRE SAFETY INSPECTION CONSTRUCTION [ ] FIRE RESISTANT PENETRATION CAL (ROUGH) [ ] ELECTRICAL (FINAL) OLATION [ ] CAULKING REMARKS: DATE ?7 Y� INSPECTOR OF 50UTyo� # # TOWN OF SOUTHOLD BUILDING DEPT. couFrn '' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE,& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION qlo ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: od DATE INSPECTOR OE SOUTyO� - - # # TOWN OF SOUTHOLD BUILDING DEPT. "nurm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] CTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [. CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: (9�wm;k 6mt OrDta - V ;m 04 DATE INSPECTOR OF SoGTh� q3� 50 �.�° I * # TOWN OF SOUTHOL BUILDING DEPT. °`�courmN�' 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] .CODE VIOLATION [ ] PR C/O [ ] RENTAL REMARKS: zevlo wkonq mo F-J ( EcL4 o PaIAY-, 7 Ak cloildtw5o r _-�t I Wj ;, kfi Floor hea4 4. r(oor A "(,'e-r C� ecr i DATE l INSPECTOR oF sooTyo L-A,—A * # TOWN OF SOUTHOLD BUILDING DEPT. o 0,��'�� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]. INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ .-] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) LECTRICAL (FINAL) [ - ] CODE VIOLATION [- ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR OF SOGTyOIo 50 (� ✓�� �! �J� # TOWN WF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ].: FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ . ] FIRE RESISTANT PENETRATION [ ] -ELECTRICAL (ROUGH) KELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: - � J S `A c DATE INSPECTOR �l33�-� renew�q' s� �� 1�' ._. � �• � � � R- � � � .� 'y �� :•� t { .i- ,..� i . . }} _ I , _ ri ( • �� :� • „ . � i ` �+ _ � � ` f .- '' 1 `_ � I +! � - + ;�., r�t •s i ' � +___ i � a .�,�„ r r _ � � ., + �� r t� �' i A� i `� � `. `y` .���� 7 • � �,i �.. � �� ��4'-� �• i r 2 'E� r `� � �, � 4 � _ ��.. r ww(I f M Pop , � r is 1�: Y r i r f Y wfw �♦ r _f' 40 K r Aid f ly � � -r Ley 7� a_.:',.�� rfY ir'v� � •'`}. _ ' � �.�� � ...:�. .� ,� �. I _� -� ,. �.�- _ Y' JJJJ i'TYIr` r 1 I1 �1 J J 11 s , r 1 •l�'��Y t� n •4 !� M .ate i r: rS..� Lf 33 `8L4 �����-''sue•—.---T- _ . _ . _ 1 1 � �a f L ' I .► r r w r K v/, 11.16 INIG952284001 Ipg U G� + r .i 1�Bit .d I Kiwi. Z A 1 f1 1 {E '9- s t P ♦1 y, ��— t 4 t ;y s •�^��! aF �R�Y I t FOUNDATION a • • • INSULATION PER N.Y. STATE ENERGY •D 114 mi ,M A a Urffl W)Xt 2 W,do: Nil= �. r�ArM1 -� e ADDMQNAL COMMENTS i TIMM WMIAwoom Fly+ IriA��� ZWe_Z't1�.i .4!'' _ AZ OPRIPJ1F_ i Aw, �' � 1 i ./, ���� . � � fib. � • �Il :•� TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 3�LF Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. y Trustees C.O.Application Flood Permit Examined (/ 20 / / Single&Separate ---"`--ITT Truss Identification Form Storm-Water Assessment Form Contact: Approved hQ ,20 ILI Mail to: Disapproved a/c yr ( Phone: Expiration ,20 Bu ctor LICATION FOR BUILDING PERMIT Date � � , 20�6 JAN — 7 2019 INSTRUCTIONS a.This n $,T.be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plan91y6"t(0WbTJ.2V a Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. 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, or 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 for necessary inspections. (Signature of applicant or name,if a.corporation) ©• 13oK (Mailing address of applica t) IIy State whether�applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder ptd�® Name of owner of premises H1 4eoA Tou"anl (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of co orate officer Builders License No. 5_(' 1F 14 — 77 Gj Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which p o osed work will bi done: 5D LrlwAou se 1zd.. 50�"o LL N Y House Number Street Hamlet County Tax Map No. 1000. Section Block Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwellin\existing elling units Number of dwelling units on each floor If garagers 6. If businescommr mixed occupancy, specify nature and extent of each type of use. 7. Dimensiouctures, if any: Front Rear Depth HeightNumber of Stories Dimensions of same stru ure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new constr tion: Front Rear /71 Depth I %71 . Height umber of Stories ( � E-t 7 1'' ` =t �a 9. Size of lot: Front ear Depth R; 10. Date of Purchase Na e of Former Owner 11. Zone or use district in which premises are situ ted - .a .=_; Jr a 12. Does proposed construction violate any zoning la , ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will exces fill be removed from premises?YES NO 14. Names of Owner of premises Ad ess Phone No. Name of Architect Addr s Phone No Name of Contractor Addre Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. 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, CONNIE D.BUNCH Notary Public,State of New York (S)He is the r No.01 SU6185050 (Contractor, Agent,Corporate Officer, etc.) Con;��+_;lion Expires April 14,2-(j4 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 knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swor to before me this z day o no-&rQ 20 Notary Public Signature of Applicant cltl CA INA BUILDING DEPARTMENT- Electrical Inspector �o ¢rye TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 "oh • �� Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 r�roger riche rto_town.southold.nV.us APPLICATION FOR ELECTRICAL INSPECTION --- REQCJES-T ED-- ---- - - -=-- -- ------ --�ate;__ -_ _ ----------- Company Name: Name: License No.: Address: Phone No.: JOB SITE INFORMATION: (All Information Required) 1 � Name: 1 Address: Cross Street: Phone No.: - Bldg.Permit#: %- " mail: Tax'Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print C early) ,�'�►� ���z1 � �i- J cP ct Circle All That Apply: Is job ready for inspection?: �ESI NO Rough In Final Do you need a Temp Certificate?: YES 1 � Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: = # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION P 82-Request for Inspection Form.xls Address: PERMIT P SWITchesd Outleis ?d( GFI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven WAD pW Mini Smokes Micro Generator _arbon Cooktop Transfer -ombo 01\C qH �• Hood Service Amps Have Usec ,pedal .omn-)ents ®SUffO(��o BUILDING DEPARTMENT- Electrical Inspector ��O Gy..► TOWN OF SOUTHOLD o =` Town Hall Annex- 54-375 Main Road - PO Box 1179 Southold, New York 11971-0959 o � � p� Telephone (631) 765-1802 - FAX (631) 765-9502 iamesh southoldtownny_,gov — seand(a-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.:, JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: Phone No.: Bldg.Permit#: �Qb email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: YES ❑ NO Rough In Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground[]overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? D Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: f I Switches (I Outlets GFI's Surface Sconces I� UI �� H H's UC Lts �1 Fans Fridge HW v Exhaust Oven L3 W/D Smokes DW �� Mini l� Carbon Micro Generator Combo Cooktop Transfer AC AH Hood f Service Amps Have Used Special: 90 Comments Nunemaker, Amanda From: Nunemaker,Amanda Sent: Monday, October 3, 2022 9:25 AM To: betsy@mooreattys.com; 'Patricia C. Moore Esq.' Subject: RE: Michael Tavani 50 Lighthouse Rd 1000-55-1-2 Hi Pat, I ave reviewed records on file and the latest survey you had submitted on Friday. Here is where we stand: ?� I �J— 'ZgA Y)a _ m�rk ICP or►� 1�� [ [��1` I&OL n dam/ t�iAO c� �u 1- A-can.� mwvelhp OW Y)w o , pease rop o se s e p ans that a so The as- uilt souther uire ZBA depending on the size-if it is no more than 6'wide and 5' projected off of the house, it will be exempt from front yard setbacks, however it if is any larger this will require ZBA(60'.primary front yard setback required). It is close when I scale the survey,they may be okay but still ld questionable. �I - t accesso per olas and an outdo r s ou can. From: Patricia C. Moore'Esq.<pcmoore@mooreattys.com> Sent: Friday,September 30, 2022 8:50 AM To: Nunemaker,Amanda <Amanda.Nunemaker@town.southold.ny.us>; Dwyer, Nancy <nancy.dwyer@town.southold.ny.us> Cc: Michael Tavani<michael@m18pr.com> Subject: Michael Tavani 50 Lighthouse Rd 1000-55-1-2 Good Morning Amanda & Nancy- I apologize, I do not remember which one of you was reviewing this survey for possible variances. I just received prints of the survey(I can drop it off if the review is easier with a print). Mr.Tavani had replaced the front stoop, a utility closet on the west side (8.3 x 11) and a pergola was added. We applied for an "as built" building permit but we were not sure if the structures needed a variance (possible setback issues for the stoop and utility closet-very minor issues). The survey also allows us to obtain the permit for the pergola. He also has an electrical inspection (one was done and he needed to make some electrical repairs before we could close out this permit). The electrical repairs are done and I will be scheduling the follow-up electrical inspection. Can you please let me know if we are going to need a variance (if we do please issue the notice of disapproval). Hopefully we do not need the variance and we can close out the permits for any"as built"structures. Thank you Pat PLEASE BE SURE TO COPY MY ASSISTANTS betsv@mooreattys.com,jaimie@mooreattys.com,and kylee@mooreattys.com PATRICIA C.MOORE 51020 MAIN ROAD 1 Nunemaker, Amanda From: Nunemaker,Amanda Sent: Tuesday,April 25, 2023 9:44 AM To: 'Vincent Benic' Subject: RE: [SPAM] - 50 Lighthouse Rd. Vincent, Regarding the house,the permit needs to be renewed (speak to one of the office assistants to obtain the amount that will be due). In addition,the inspector has requested certification on the plumbing, insulation and framing/strapping. No inspections had been called in by anyone so we have nothing on record. I believe a final electric inspection is also r required. the revised plan to include the laundry room, I will reuse the plans here and remove notes I had on it that indicated it was not part of the original approval, but the certification that is to be provided must also include work to the laundry room. I do see there are 3 pending applications in our office for review---two pergolas and an outdoor shower. We have not reviewed them yet so not sure what will be needed, but they are as-built so it's likely we may need certification on these as well. -----Original Message----- From:Vincent Benic<vince@vbarch.com> Sent: Monday,April 24,2023 11:32 AM To: Nunemaker,Amanda<Amanda.Nunemaker@town.southold.ny.us> Subject: [SPAM] -50 Lighthouse Rd. Good morning Amanda, Can you please identify exactly where and what is needed to be signed off on this house. In the house, is it only the laundry room? Or other structures on the lot? Besides the strapping, do we need plumbing and electrical? Thank you. Vincent Benic Architect Sent from Vincent Benic ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. J \� i FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: March 19, 2019 TO: Randy Clement (Tavani) PO Box 287 Jamesport,NY 11947 Please take notice that your application dated March 19, 2019: For permit (in conjunction with BP#43384): to legalize "as built" additions/alterations to existing single-family dwelling at: Location of property: 50 Lighthouse Road, Southold, NY County Tax Map No. 1000- Section 55 Block 1 Lot 2 Is returned herewith and disapproved on the following grounds: The "as built" construction, on this conforming 114,486 sq. ft. lot in the AC District, is not permitted pursuant to Chapter 280-Bulk Schedule which requires a front yard setback of 60 feet. The survey notes ont vard setback of 57.6 feet. Authorized Si ture Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: March 19, 2019 RENEWED: June 13, 2019 TO: Randy Clement (Tavani) PO Box 287 Jamesport,NY 11947 Please take notice that your application dated March 19, 2019: For permit (in conjunction with BP#43384): to legalize "as built" additions/alterations to existing single-family dwelling at: Location of property: 50 Lighthouse Road, Southold, NY County Tax Map No. 1000- Section 55 Block 1 Lot 2 Is returned herewith and disapproved on the following grounds: The "as built" construction on this conforming 114 486 sq ft lot in the AC District is not permitted pursuant to Chapter 280-Bulk Schedule which requires a front yard setback of 60 feet. The survey notes a front vard setback of 57.6 feet. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: March 19, 2019 RENEWED: June 13, 2019 RENEWED: October 29, 2019 AMENDED: October 29, 2019 TO: Randy Clement (Tavani) PO Box 287 Jamesport,NY 11947 Please take notice that your application dated March 19, 2019: For permit (in conjunction with BP#43384): to legalize "as built" additions/alterations to existing single-family dwelling at: Location of property: 50 Lighthouse Road, Southold,NY County Tax Map No. 1000- Section 55 Block 1 Lot 2. Is returned herewith and disapproved on the following grounds: The "as built" construction, on this conforming 114,486 sq. ft. lot in the AC District, is not permitted pursuant to Chapter 280-Bulk Schedule which requires a front yard setback of 60 feet. The survey notes a front yard setback of 57.6 feet (Lighthouse Road) and a front yard setback of 51.6 (Old North Road). This Notice of Disapproval has been amended to reflect the revised survey received 10129119. Authorized Signature ' Note to Applicant: Any change or deviation to the above referenced application may require further reviee by the Southold Town Building Department. CC: file,Z.B.A. • M/F W WY 4'57'7WE 345.DD' + q 13= rTI. I I I I z 1 mowwz or wm rocr 1w ow f I N I u 0 c I rd � I I , I 5 b' e.Rr�py,�Iapw6 L———— __-- ------- o �0 0 T`66U4 a V / �aao"Me op 3,4' V S 544 00 .r 2s4.7D It NORTH G ROAD j: or a 1uf loon-oss—of—oc: DESCRIBED PROPERTY SOUTHOLD, TOWN OF SOUHTOLD SUFFOLK COUNTY, N.Y. Uk KIRK S1E TO: L+uER SURVEYED FOR: KIRK STFpWN MILLER S1R:vEvm: 7 SEPrEwe[R 2007 AUCL MIN ALICE RYAN 1 0 1 11rONWEALTII LAND 71iLE WS. CO. SCALE 1'w qO" JP UORWN C1uSC (IMfK, N,4 AREA 114,563 5A. OR I.6J0 ACRES '1 N r ro��ra r i y�K lnw�l►r r s�ci+m�.o a.ra gwls m>K SURVEYED BY v nr�m..t¢a wt vlo.e.mlllna STANLEY J. ISAK5EN, JR, aa�"wu'�win�O.u:i A..a�aoYrm e.oa P.D. 90X 294 NEW SU OLK. N.Y. 119 J 631-73 5835 >yT NM•�iv�yi4R eeof/Wl�Y :.y ITS d t f 1+�1[Y rV Al aG�t y�r cv.s+.ro o rt. wv I.s Ll SED ND $U R Lk. 4927 07R1619 >?ioiDoNOpRIA SURVEY OF PROPERTY RIC50D J Sl 1 UA TL' SOUTHOLD FpUNO TOWN OF SOUTHOLD apNC. N,ON• SUFFOLK COUNTY, NEW YORK S.C. TAX — — — tic s No. 1000 55 01 02 ti SCALE 1 "=40' of Y FEBRUARY 14, 2019 0 AREA = 114,486 sq. ff. Fy 2.628 ac. o�9s. NOTE: DEED REFERENCES ARE TO DEED LIBER 12885 PAGE 669 1110111 �;� pOOJ JN�0 0 ro.F Z O 0 �o FOJ�U \ V1 Gy \ °F 'Po,� \\ E \ \ rP eP�a \ C+ o. v� a0 �F PGA. 3.7' y r. 1 \44�� y° ���� o�ooff ��� PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED d BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. w. PGA '� t.. i •�; � , .15 0 ' ~ 1 S +� N.Y.S. Lic. No 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE LA EDUCATION LAW. Nathan Taft Corwin III COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Successor To: Stanley J. Isaksen, Jr. L.S. LENDING INSTITUTION LISTED HEREON, AND Joseph A. Ingegno L.S. TO THE ASSIGNEES OF THE LENDING INSTI- Title Surveys y TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE, y — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILINC ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 39-024 OIF DpRrA SURVEY OF PROPERTY RICKARD/J DON SIT UA TE SOUTHOLD FOUND µON• TOWN OF SOUTHOLD `0NG SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1 000-55-01 — 02 cgs ytic �� SCALE 1 "=409 FEBRUARY 14, 2019 MAY 20, 2019 ADD PROPOSED GAZEBO E`er 1101 AREA = 114,486 sq. ft. a 2.628 ac. 2°F D �- NOTE: EogS' 1 1�0 MAY 2 1 DEED REFERENCES ARE TO DEED LIBER 12885 PAGE 669 2019 °J?EPN\0N 9� Cta /g C a�r%3Agq?_ 0 ", OF S0 V 1 d— C' \\ ep�� G° \ \ \ EELS \ 699 E)' \ o. �r. O E�QE. Fo o PG` O �off" yC� °yam Goa Fv' N.3.7' S� E, �C)6��� APO 6h n 1� OePS / ryry. Eiy SE. / �'�/� yAj/ �• a5 G`Jy 2� �� PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED E4 BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATIO GF'" �y, EQ�eE b� N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION LA EDUCATION LAW.OF THE NEW YORK STATE Nathan T of t Corwin Ill COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. In e no L.S. LENDING INSTITUTION LISTED HEREON, AND P 9 9 TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. Title Surveys — Subdivisions — Site Plans — Construction Layout CERTIFICATIONS ARE NOT TRANSFERABLE. Y Y PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 39-024 S.C.T.M.# DISTRICT 1000 SECTION 55 BLOCK 1 LOT 2 I 1 � 1 E 1 � LAND N/F NESKE 346.00' MON. 1.8S 2.2'E N 54057'10" E v, 00 2.1'S 2.2'E o M -P 0 00 N O •A v GATE 0 m O O tP zl {*1 � 1.7'W :69.8 U.P. 6' pOST/WIRE FENCE LAND N/F DONOPRIA GATE GATE 1.0'E 8.0, `•oo `, m 7 .1 POOL C) EQP. GATE 50.2' STONE :: ::;.::::::::::::......... PATIO •. 0.6'E Lno � kL � J o s.o' �`' r, ;�.t ' 0.91W GATE T GRAVEL STORAGE ;0 GATE 6' POST/WIRE FENCE GATE GATE U.P. o GATE a? m 6.3 STONE a cp � PATIO 0 0 0 N :::::;:2 STY ?:DWELLING50i; ;w PERGOU h :.SCREENED PORCH COVERED GATE 00 w 53.5. GPI CONC. STOOP GATE F�c W - J tV o GRAVEL — DRIVEWAY WOOD RAIL FENCE PIPE o.z'N 264.70' RAIL FEN 0.' 0.4,E WOOD o W 0.1 N p i'S 0.2 S S 54 47'00 OF PAVEMENT PIPE EDGE BEL�RON BLOCK ROAD R BLOCK U.P. B -01 ELG. NORTH APRON OLD 01 U.P. ,.0- a . SEP �lI.12 U.P. � e TOf AREA:114,570.51 SQ.FT. or 2.63 ACRES ELEVA77ON DA7UM: UNAUTHORIZED ALTERATION OR ADD117ON 70 THIS SURVEY IS A NOLA7701V OF SEC7701V 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF 7H/3 SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICAMD HEREON SHALL RUN ONLY 70 THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS7I7070N LISTED HEREON, AND TO 7HE ASSIGNEES OF THE LENDING/NS777U770N, GUARANTEES ARE NOT TRANSFERABLE. 7HE OFFSE7S OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECInC PURPOSE AND USE THEREFORE THE'e ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 771E EREC77ON OF FENCES, ADD17101VAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMEN7S AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EWDENT ON THE PR£M1SES AT THE 77ME OF wRVEY SURVEY OF:DESCRIBED PROPERTY CERTIFIED TO: MICHAEL TAVANI; MAP OF: FILED: SITUATED AT:SOUTHOLD TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design yy�� &� P.O. Box 153 A uebo ue, New York 11931 THE WATER SUPPLY, WELD DRYWF_LLS AND CESSPOOL 4-X✓�f� q g LOCA77ONS SHOWN ARE FROM RELD OBSERVA7701VS FILE #222-1 2rj SCALE:1"=30' DATE.-SEPT. 13, 2022 N.Y.S. USC. NO, 050882 PHONE (631)298-1588 FAX (631) 298-1588 AND OR DATA OBTAINED FROM OTHERS AP R VED AS NOTED DATE: B.P. FEE: BY: NOTIFY BUILDING DEPARTMENT AT . 765-1862 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: I. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE-CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW-YORK STATE & TOWN CODE AS REQUIRED AND CONDITIONS OF SOtlTi#Ot6�@+h�d�A� 80441 v G BOARD SOLRO TRUSTEES IVe ncr OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY OMS Ver.0002.18.05(Current) Clement Carpentry Product availability and pricing subject to Change. Lighthouse Road Quote Number:4MDR8UK Architectural Project Number: UNIT SUMMARY The following is a schedule of the windows-afor this project. For additional unit details, please see Line Item Quotes. Additional charges,tax or Terms and Conditions may apply. Detail pricing is per unit. NUMBER OF LINES: 20 TOTAL UNIT QTY:32 EXT NET PRICE: USD 31,158.39 LINE MARK UNIT BRAND. ITEM NET PRICE QTY EXTENDED NET PRICE 1 Living Room Marvin Clad Ultimate Double Hung-Next Generation 845.30 3 2,535.90 2.0 RO 33"X 581/2" 2 Living Room Marvin Clad Ultimate Double Hung-Next Generation 1,091.78 2 2,183.56 2.0 RO 37"X 551/2" 3 Living Room Marvin Clad Marvin Assembly 2,113.25 1 2,113.25 RO 67"X 551/2" 4 Living Room Marvin Clad Marvin Bay Assembly 4,295.23 1 4,295.23 RO 112 35/64"X 47" 5 Den Marvin Clad Ultimate Double Hung-Next Generation 845.30 2 1,690.60 2.0 . RO 33"X 58" 6 1st FL Bath Marvin Clad Ultimate Double Hung-Next Generation .687.30 1 687.30 2.0 RO 25"X 41 1/2" 7 Kitchen Marvin Clad Ultimate Double.Hung-Next Generation 878.48 1 878.48 2.0 RO 251/2"X 421/2" 8 Kitchen Marvin Clad Ultimate Double Hung-Next Generation 845.30 1 845.30 2.0 RO 32 1/2"X 58" 9 Dining Room Marvin Clad Ultimate Double Hung-Next Generation 845.30 4 3,381.20 2.0 RO 33"X 58" 10 2nd FL Bed Marvin Clad Ultimate Double Hung-Next Generation 734.70 2 1,469.40 2.0 RO 30"X 47" 11 Dormer Marvin Clad Ultimate Double Hung-Next Generation 712.58 2 1,425.16 2.0 RO 31"X 381/2" 12 . Master Bed Marvin Clad Ultimate Double Hung-Next Generation 801.85 2 1,603.70 2.0 RO 30"X 561/2" 13 Master Bed Marvin Clad Ultimate Double Hung-Next Generation 734.70 1 734.70 2.0 RO 30"X 47" 14 Master Bed Marvin Clad Ultimate Double Hung-Next Generation 845.30 1 845.30 2.0 RO 34"X 55" 15 2nd Floor Marvin Clad Ultimate Double Hung-Next Generation 801.85 1 801:85 2.0 -RO 33"X 541/2" 16 2nd Floor Bath Marvin Clad Ultimate Push Out Casement 870.58 1 870.58 RO 29"X 271/2" 17 Guest Bed Marvin Clad Ultimate Push Out Casement 870.58 1 870.58 RO 29"X 271/2" 18 Guest Bed Marvin Clad Ultimate Double Hung-Next Generation 712.58 2 1,425.16 2.0 RO 27"X 421/2" 19 Guest ,ed(TEMP) Marvin Clad Ultimate Double Hung-Next Generation 894.28 2 1,788.56 OMS Vpr.QJQpz.18.05(Current) Processed on:1/22/2018 10:58:16 AM Page'T`446 OMS Ver.OQ02.18.05(Current) Clement Carpentry Product availability and pricing subject to change. Lighthouse Road Quote Number:4MDR8UK Architectural Project Number: 2.0 RO 30"X 42 1/2" 20 Stair Marvin Clad Ultimate Double Hung-Next Generation 712.58 1 712.58 2.0 - RO 27"X 42 1/2" OMS Ver.0002.18.05(Current) Processed on:1/22/2018 10:58:16 AM Page 2 of 16 OMS Ver.OQ02.18.05(Current) Clement Carpentry Product availability and pricing subject to change. Lighthouse Road Quote Number:4MDR8UK Architectural Project Number: LINE ITEM QUOTES The following is a schedule of the windows and doors for this project. For additional unit details, please see Line Item Quotes. Additional charges,tax or Terms and Conditions may apply. Detail pricing is per unit. Line#1 Unit: Living Room Net Price: 845.30 QW: Mark 3 Ext. Net Price: USD 2,535.90 NMVIN �' Stone White Clad Exterior w.„d... ..e D.." Primed Pine Interior .a a' Clad Ultimate Double Hung-Next Generation 2.0 Rough Opening 33"X 581/2" Top Sash Stone White Clad Sash Exterior Primed Pine Sash Interior IG Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 2W1H Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile Bottom Sash Stone White Clad Sash Exterior Primed Pine Sash Interior IG Low E2 w/Argon As Viewed From The Stainless Perimeter and Spacer Bar Exterior 7/8"SDL-With Spacer Bar-Stainless. FS 32"X 58" Rectangular-Special Cut 2WiH RO 33"X 581/2" Stone White Clad Ext-Primed Pine Int Egress Information Ogee Interior Glazing Profile Width:2813/32" Height:2315/16" White Interior Weather Strip Package Net Clear Opening:4.72 SgFt White Exterior Weather Strip Package White Sash Lock White Top Sash Strike Plate Assembly Color Aluminum Screen Stone White Surround Charcoal Fiberglass Mesh ***Screen/Combo Ship Loose 4 9/16"Jambs Nailing Fin Line#2 Mark Unit: Living Room Net Price: 1,091.7 t : 2 Ext. Net Price: USD 2.183.5 Stone White Clad Exterior wa.d— —d Doe.. Primed Pine Interior Built Clad Ultimate Double Hung-Next Generation 2.0 Rough Opening 37"X 551/2" F] Top Sash Stone White Clad Sash Exterior Primed Pine Sash Interior IG FIHI Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 3W2H Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile Bottom Sash Stone White Clad Sash Exterior Primed Pine Sash Interior IG Low E2 w/Argon As Viewed From The Stainless Perimeter and Spacer Bar Exterior 7/8"SDL-With Spacer Bar-Stainless FS 36"X 55" Rectangular-Special Cut 3W2H RO 37"X 551/2" Stone White Clad Ext-Primed Pine Int Egress Information OMS Ver.0002.18.05(Current) Processed on:1/22/2018 10:58:16 AM Page 3 of 16 OMS Ver.0,002.18.05(Current) Clement Carpentry Product availability and pricing subject to change. Lighthouse Road Quote Number:4MDR8UK Architectural Project Number: Width:3213/32" Height:22 7/16" Ogee Interior Glazing Profile Net Clear Opening:5.05 SgFt White Interior Weather Strip Package White Exterior Weather Strip Package White Sash Lock White Top Sash Strike Plate Assembly Color Aluminum Screen Stone White Surround Charcoal Fiberglass Mesh ***Screen/Combo Ship Loose 4 9/16"Jambs Nailing Fin Line#3 Mark Unit: Living Room Net Price: 2,113.2 t : 1 1 Ext. Net Price: USD 2,113.2 MARVINTA Stone White Clad Exterior wi.d.., ..d D.— Primed Pine Interior "' 2W1H- Rectangle Assembly ❑ Assembly Rough Opening 67' X 55 1/2' HO F11T] Unit:FIA Clad Ultimate Double Hung-Next Generation 2.0 F Basic Frame 33"X 55" Rough Opening 34"X 551/2" HI Top Sash 1H HIAH Stone White Clad Sash Exterior Primed Pine Sash Interior IG Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless As Viewed From The Exterior Rectangular-Special Cut 3W2H FS 66"X 55" Stone White Clad Ext-Primed Pine Int RO 67"X 551/V' Ogee Interior Glazing Profile Egress Information Al,A2 Bottom Sash Width:2913/32" Height:22 7/16" Stone White Clad Sash Exterior Net Clear Opening:4.58 SgFt Primed Pine Sash Interior IG Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 3W2H Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile White Interior Weather Strip Package White Exterior Weather Strip Package White Sash Lock White Top Sash Strike Plate Assembly Color Aluminum Screen Stone White Surround Charcoal Fiberglass Mesh ***Screen/Combo Ship Loose Unit:A2 Clad Ultimate Double Hung-Next Generation 2,0 Basic Frame 33"X 55" Rough Opening 34"X 551/2" Top Sash Stone White Clad Sash Exterior Primed Pine Sash Interior IG Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 3W2H Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile Bottom Sash Stone White Clad Sash Exterior Primed Pine Sash Interior IG OMS Ver.0002.18.05(Current) Processed on:1/22/2018 10:58:16 AM Page 4 of 16 OMS Ver.0902.18.05(Current) Clement Carpentry Product availability and pricing subject to change. Lighthouse Road Quote Number:4MDR8UK Architectural Project Number: Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 3W2H Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile White Interior Weather Strip Package White Exterior Weather Strip Package White Sash Lock White Top Sash Strike Plate Assembly Color Aluminum Screen Stone White Surround Charcoal Fiberglass Mesh ***Screen/Combo Ship Loose Factory Mull Charge 4 9/16"Jambs Nailing Fin ***Note: This configuration is certified to AAMA 450. Mull certification ratings may vary from individual unit certification ratings. Line#4 Mark Unit: Living Room Net Price: 4,295.2 t : 1 Ext. Net Price: USD 4.295.2 MARVIN Stone White Clad Exterior wi.ao... ..e D,- Primed Pine Interior ^ 4W1H- 45 Degree Angle Bay Assembly Rough Opening 112 35/64"X 47" ❑ 231/4"Projection Pine Head and Seat Board F 17.n EH Bow/Bay Setup Charge AZ Unit:Al Clad Ultimate Casement- Left Hand Basic Frame 31"X 451/8" Rough Opening 32"X 45 5/8" As Viewed From me Exterior Stone White Clad Sash Exterior FS 11219/64"X 461/2" Primed Pine Sash Interior IG-3/4" RO 112 35/64"X 47" Low E2 w/Argon Egress Information Al,A2,A3,A4 Stainless Perimeter and Spacer Bar Width:23 57/64' Height:401/64" 7/8"SDL-With Spacer Bar-Stainless Net Clear Opening:6.64 SgFt Rectangular-Special Cut 2W3H Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile Standard Bottom Rail White Weather Strip White Folding Handle l ***Handles/Covers Ship Loose White Multi-Point Lock Aluminum Screen White Surround Charcoal Fiberglass Mesh Unit:A2 Clad Ultimate Casement- Left Hand Basic Frame 31"X 451/8" Rough Opening 32"X 45 5/8" Stone White Clad Sash Exterior Primed Pine Sash Interior IG-3/4" Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 2W3H Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile Standard Bottom Rail White Weather Strip White Folding Handle ***Handles/Covers Ship Loose White Multi-Point Lock OMS Ver.0002.18.05(Current) Processed on:1/22/2018 10:58:16 AM Page 5 of 16 OMS Ver.0002.18.05.(Current) Clement Carpentry Product availability and pricing subject to change. Lighthouse Road Quote Number:4MDR8UK Architectural Project Number: Aluminum Screen White Surround Charcoal Fiberglass Mesh Unit:A3 Clad Ultimate Casement- Right Hand Basic Frame 31"X 451/8" Rough Opening 32"X 45 5/8" Stone White Clad Sash Exterior Primed Pine Sash Interior IG-3/4" Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 2W3H Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile Standard Bottom Rail White Weather Strip White Folding Handle ***Handles/Covers Ship Loose White Multi-Point Lock Aluminum Screen White Surround Charcoal Fiberglass Mesh Unit:A4 Clad Ultimate Casement- Right Hand Basic Frame 31"X 451/8" Rough Opening 32"X 45 5/8" Stone White Clad Sash Exterior Primed Pine Sash Interior IG-3/4" Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 2W3H Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile Standard Bottom Rail White Weather Strip White Folding Handle 'Handles/Covers Ship Loose White Mufti-Point Lock Aluminum Screen White Surround Charcoal Fiberglass Mesh 6 9/16"Jambs Nailing Fin 12 Foot Cable Support ***Note: The Marvin Cable Support System is a convenient adjustment aid when leveling Bow and Bay assemblies during installation and for post installation leveling of assemblies. The Cable Support System provides adjustable supports when used in conjunction with platform boards,structural support members of the building and support brackets. Line 25 Mark Unit: Den Net Price 845.30 Ext. Net Price: USD 1690.60 Ji MRVIN Li Stone White Clad Exterior w;'d"I .,. D.— Primed Pine Interior Buiilaround" Clad Ultimate Double Hung-Next Generation 2.0 Frame Size 32"X 571/2" Rough Opening 33"X 58" Top Sash Stone White Clad Sash Exterior Primed Pine Sash Interior IG Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 2W1H Stone White Clad Ext-Primed Pine Int OMS Ver.0002.18.05(Current) Processed on:1/22/2018 10:58:16 AM Page 6 of 16 OMS Ver.0002.18.05(Current) Clement Carpentry Product availability and pricing subject to change. Lighthouse Road Quote Number:4MDR8UK Architectural Project Number: Ogee Interior Glazing Profile Bottom Sash Stone White Clad Sash Exterior Primed Pine Sash Interior IG Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 2W1H Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile White Interior Weather Strip Package White Exterior Weather Strip Package White Sash Lock White Top Sash Strike Plate Assembly Color Aluminum Screen As Viewed From The Stone White Surround Exterior Charcoal Fiberglass Mesh FS 32"X 571/2" ***Screen/Combo Ship Loose RO 33"X 58" 4 9/16"Jambs Egress information Nailing Fin Width:28 13/32" Height:23 11/16" Net Clear Opening:4.67 SgFt Line#6 Mark Unit: 1st FL Bath Net Price: 687.30 t : 1 Ext. Net Price: USD 687.30 MARVIN iL Stone White Clad Exterior WI.d... .,d Doe.. Primed Pine Interior Clad Ultimate Double Hung-Next Generation 2.0 Frame Size 24"X 41" Rough Opening 25"X 411/2" Top Sash Stone White Clad Sash Exterior Primed Pine Sash Interior IG Low E2 w/Argon . Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 2WiH Stone White Clad Ext-Primed Pine Int ZE Ogee Interior Glazing Profile Bottom Sash Stone White Clad Sash Exterior Primed Pine Sash Interior IG As Viewed From The LoLo Exterior w E2 w/Argon FS 24"X 41" Stainless Perimeter and Spacer Bar 7/8' SDL-With SpacerBar-Stainless R025"X 411/2" Rectangular-Special Cut 2W1H Egress Information Stone White Clad Ext-Primed Pine Int Width:2013/32" Height:15 7/16" Ogee Interior Glazing Profile Net Clear Opening:2.19 SgFt White Interior Weather Strip Package White Exterior Weather Strip Package White Sash Lock White Top Sash Strike Plate Assembly Color Aluminum Screen Stone White Surround Charcoal Fiberglass Mesh ***Screen/Combo Ship Loose 4 9/16"Jambs Nailing Fin Line#7 Mark Unit: Kitchen Net Price: 878.48 t : 1 Ext. Net Price: ELSD 878.48 MARVINIL Stone White Clad Exterior Wlnda ..d Doe,. Primed Pine Interior Bullte.oundm: Clad Ultimate Double Hung-Next Generation 2.0 Frame Size 241/2"X 42" Rough Opening 251/2"X 421/2" OMS Ver.0002.18.05(Current) Processed on:1/22/2018 10:58:16 AM Page 7 of 16 OMS Ver.0002.18.05(Current) Clement Carpentry Product availability and pricing subject to change. Lighthouse Road Quote Number:4MDR8UK Architectural Project Number: Top Sash Stone White Clad Sash Exterior Primed Pine Sash Interior IG Low E2 w/Argon Perimeter Stainless Perimeter and Spacer Bar Hill 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 3W2H Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile Bottom Sash Stone White Clad Sash Exterior Primed Pine Sash Interior IG Low E2 w/Argon Stainless Perimeter and Spacer Bar As Viewed From The 7/8"SDL-With Spacer Bar-Stainless Exterior Rectangular-Special Cut 3W2H FS 241/2"X 42" Stone White Clad Ext-Primed Pine Int RO 251/2"X 421/2" Ogee Interior Glazing Profile Egress information White Interior Weather Strip Package Width:20 29/32" Height:1515/16" White Exterior Weather Strip Package Net Clear Opening:2.31 SgFt White Sash Lock White Top Sash Strike Plate Assembly Color Aluminum Screen Stone White Surround Charcoal Fiberglass Mesh ***Screen/Combo Ship Loose 4 9/16"Jambs Nailing Fin Line#8 Mark Unit: Kitchen Net Price: 845.30 11 1 Ext. Net Price: USDE 845.30 MARVIN °' Stone White Clad Exterior Windu-, •.d o--„ Primed Pine Interior a Clad Ultimate Double Hung-Next Generation 2.0 Frame Size 311/2"X 571/2" Rough Opening 321/2"X 58" Top Sash Stone White Clad Sash Exterior Primed Pine Sash Interior IG Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 2W1H Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile Bottom Sash Stone White Clad Sash Exterior Primed Pine Sash Interior IG As Viewed From The Low E2 w/Argon Exterior Stainless Perimeter and Spacer Bar FS 311/2'X 571/2" 7/8"SDL-With Spacer Bar-Stainless RO 321/2"X 58" Rectangular-Special Cut 2W1H Egress Information Stone White Clad Ext-Primed Pine Int Width:27 29/32" Height:23 11/16" Ogee Interior Glazing Profile Net Clear Opening:4.59 SgFt White Interior Weather Strip Package White Exterior Weather Strip Package White Sash Lock White Top Sash Strike Plate Assembly Color Aluminum Screen Stone White Surround Charcoal Fiberglass Mesh ***Screen/Combo Ship Loose 4 9/16"Jambs _. Nailing Fin OMS Ver.0002.18.05(Current) Processed on:1/22/2018 10:58:16 AM Page 8 of 16 OMS Ver.0002.18.05(Current) Clement Carpentry Product availability and pricing subject to change. Lighthouse Road Quote Number:4MDR8UK Architectural Project Number: Line#9 [=Unit: Dining Room Net Price: 845.30 t :4 Ext. Net Price: USD 3,381.20 MARVIFA ' Stone White Clad Exterior Wi,do.. ... D,o Primed Pine Interior Clad Ultimate Double Hung-Next Generation 2.0 Frame Size 32"X 57 1/2" Rough Opening 33"X 58" Top Sash Stone White Clad Sash Exterior Primed Pine Sash Interior IG Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 2W1H Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile Bottom Sash Stone White Clad Sash Exterior Primed Pine Sash Interior As Viewed From The IGLow E2 w/Argon Exterior Stainless Perimeter and Spacer Bar FS 32"X 571/2" 7/8"SDL-With Spacer Bar-Stainless RO 33"X 58" Rectangular-Special Cut 2W1H Egress Information Stone White Clad Ext-Primed Pine Int Width:2813/32" Height:2311/16" Ogee Interior Glazing Profile Net Clear Opening:4.67 SqR White Interior Weather Strip Package White Exterior Weather Strip Package White Sash Lock White Top Sash Strike Plate Assembly Color Aluminum Screen Stone White Surround Charcoal Fiberglass Mesh ***Screen/Combo Ship Loose 4 9/16"Jambs Nailing Fin Line#10 Mark Unit: 2nd FL Bed Net Price: 734.70 t : 2 Ext. Net Price: USD 1469.40 MARVIN- Stone White Clad Exterior wi.dcx. ..d Doo,. Primed Pine Interior Clad Ultimate Double Hung-Next Generation 2.0 Frame Size 29"X 461/2" Rough Opening 30"X 47" Top Sash Stone White Clad Sash Exterior Primed Pine Sash Interior IG Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 2WiH Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile Bottom Sash Stone White Clad Sash Exterior Primed Pine Sash Interior As Viewed From The Low E2 w/Argon Exterior Stainless Perimeter and Spacer Bar FS 29"X 461/2" 7/8"SDL-With Spacer Bar-Stainless RO 30"X 47" Rectangular-Special Cut 2W1H Egress Information Stone White Clad Ext-Primed Pine Int Width:2513/32" Height:18 3/16" Ogee Interior Glazing Profile Net Clear Opening:3.21 SgFt White Interior Weather Strip Package White Exterior Weather Strip Package White Sash Lock White Top Sash Strike Plate Assembly Color Aluminum Screen OMS Ver.0002.18.05(Current) Processed on:1/22/201810:58:16 AM Page 9 of 16 OM5 Ver.Q002.18.05(Current) Clement Carpentry Product availability and pricing subject to change. Lighthouse Road Quote Number:4MDR8UK Architectural Project Number: Stone White Surround Charcoal Fiberglass Mesh ***Screen/Combo Ship Loose 4 9/16"Jambs Nailing Fin Line#11 Mark Unit: Dormer Ext. Price: � 712.58 t : 2 Ext. Net Price: USD 1425.16 MARVIN Stone White Clad Exterior wi.do.�, ..d D.." Primed Pine Interior Clad Ultimate Double Hung-Next Generation 2.0 Frame Size 30"X 38" Rough Opening 31"X 381/2" Top Sash 77 Stone White Clad Sash Exterior Primed Pine Sash Interior IG Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 2W1H Stone White Clad Ext-Primed Pine Int ZA Ogee Interior Glazing Profile Bottom Sash Stone White Clad Sash Exterior Primed Pine Sash Interior IG As Viewed From The Exterior Low E2 w/Argon FS 30"X 38" Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless RO 31"X 381/2" Rectangular-Special Cut 2WiH Egress Information Stone White Clad Ext-Primed Pine Int Width:2613/32" Height:13 15/16" Ogee Interior Glazing Profile Net Clear Opening:2.56 SgFt White Interior Weather Strip Package White Exterior Weather Strip Package White Sash Lock White Top Sash Strike Plate Assembly Color Aluminum Screen Stone White Surround Charcoal Fiberglass Mesh " "**Screen/Combo Ship Loose 4 9/16"Jambs Nailing Fin Line#12 Mark Unit: Master Bed Net Price: 801.85 t : 2 Ext. Net Price: USD 1603.70 MARVIN- Stone White Clad Exterior wl.d— ..d D.— Primed Pine Interior Clad Ultimate Double Hung-Next Generation 2.0 Frame Size 29"X 56" Rough Opening 30"X 561/2" Top Sash Stone White Clad Sash Exterior Primed Pine Sash Interior IG Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 2WiH Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile Bottom Sash Stone White Clad Sash Exterior Primed Pine Sash Interior IG As Viewed From The Lo Exterior Low E2 w/Argon Stainless Perimeter and Spacer Bar FS 29"X 56" 7/8"SDL-With Spacer Bar-Stainless RO 30"X 561/2" Rectangular-Special Cut 2WSH OMS Ver.0002.18.05(Current) Processed on:1/22/2018 10:58:16 AM Page 10 of 16 OMS Ver.0002.18.05(Current) Clement Carpentry Product availability and pricing subject to change. Lighthouse Road Quote Number:4MDR8UK Architectural Project Number: Egress Information Stone White Clad Ext-Primed Pine Int Width:25 13/32" Height:2215/16" Ogee Interior'Glazing Profile Net Clear Opening:4.05 SgFt White Interior Weather Strip Package White Exterior Weather Strip Package White Sash Lock White Top Sash Strike Plate Assembly Color Aluminum Screen Stone White Surround Charcoal Fiberglass Mesh ***Screen/Combo Ship Loose 4 9/16"Jambs Nailing Fin Line#13 Mark Unit: Master Bed Net Price: 734.7611 1 Ext. Net Price: USD 734.7011 MARVIN- Stone White Clad Exterior wind..,. ... D.- Primed Pine Interior Clad Ultimate Double Hung-Next Generation 2.0 Frame Size 29"X 461/2" Rough Opening 30"X 47" Top Sash Stone White Clad Sash Exterior Primed Pine Sash Interior IG Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 2W1H Stone White Clad Ext-Primed Pine Int ZE Ogee Interior Glazing Profile Bottom Sash Stone White Clad Sash Exterior Primed Pine Sash Interior IG As Viewed From The Low E2 w/Argon Exterior Stainless Perimeter and Spacer Bar FS 29"X 461/2" 7/8"SDL-With Spacer Bar-Stainless RO30"X 47" Rectangular-Special Cut 2WiH Egress Information Stone White Clad Ext-Primed Pine Int Width:2513/32" Height:18 3/16" Ogee Interior Glazing Profile Net Clear Opening:3.21 SgFt White Interior Weather Strip Package White Exterior Weather Strip Package White Sash Lock White Top Sash Strike Plate Assembly Color Aluminum Screen Stone White Surround Charcoal Fiberglass Mesh ***Screen/Combo Ship Loose 4 9/16"Jambs Nailing Fin Line#14 Mark Unit: Master Bed Net Price: 845.30 t : 1 Ext. Net Price: USD 845.30 MARVIN Stone White Clad Exterior wind— ... D.- Primed Pine Interior Butitammyou. Clad Ultimate Double Hung-Next Generation 2.0 Frame Size 33"X 541/2" Rough Opening 34"X 55" Top Sash Stone White Clad Sash Exterior Primed Pine Sash Interior IG Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 2W1H Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile Bottom Sash OMS Ver.0002.18.05(Current) Processed on:1/22/2018 10:58:16 AM Page 11 of 16 OMS Ver.0002.18.05(Current) Clement Carpentry Product availability and pricing subject to change. Lighthouse Road Quote Number:4MDR8UK Architectural Project Number: Stone White Clad Sash Exterior Primed Pine Sash Interior IG Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 2W1H Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile White Interior Weather Strip Package White Exterior Weather Strip Package White Sash Lock White Top Sash Strike Plate Assembly Color Aluminum Screen Stone White Surround Charcoal Fiberglass Mesh As Viewed From The 'Screen/Combo Ship Loose Exterior 4 9/16"Jambs FS 33"X 541/2" Nailing Fin RO 34"X 55" Egress Information Width:2913/32" Height:22 3/16" Net Clear Opening:4.53 SgFt Line#15 Mark Unit: 2nd Floor Net Price: 801.85 1 1 Ext. Net Price: USD 801.85 MARVINi ,"`'�' Stone White Clad Exterior wi.do.. ..a D. Primed Pine Interior Clad Ultimate Double Hung-Next Generation 2.0 Frame Size 32"X 54" Rough Opening 33"X 541/2" Top Sash Stone White Clad Sash Exterior Primed Pine Sash Interior IG Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 2W1H Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile Bottom Sash Stone White Clad Sash Exterior Primed Pine Sash Interior IG As Viewed From The Low E2 w/Argon Exterior Stainless Perimeter and Spacer Bar FS 32"X 54" 7/8"SDL-With Spacer Bar-Stainless RO 33"X 541/2" Rectangular-Special Cut 2W1H Egress Information Stone White Clad Ext-Primed Pine Int Width:2813/32" Height:2115/16" Ogee Interior Glazing Profile Net Clear Opening:4.33 SgFt White Interior Weather Strip Package White Exterior Weather Strip Package White Sash Lock White Top Sash Strike Plate Assembly Color Aluminum Screen Stone White Surround Charcoal Fiberglass Mesh ***Screen/Combo Ship Loose 4 9/16"Jambs Nailing Fin Line#16 Mark Unit: 2nd Floor Bath Net Price: 870.58 1 Ext. Net Price: USD 870.58 IWARVINZ' Stone White Clad Exterior w;.do.. ..d Do , Primed Pine Interior Buittarouadvou: Clad Ultimate Push Out Casement- Right Hand Frame Size 28"X 27" Standard CN Width 28 OMS Ver.0002.18.05(Current) Processed on:1/22/2018 10:58:16 AM Page 12 of 16 OMS Ver.0002.18.05(Current) Clement Carpentry Prbduct availability and pricing subject to change. Lighthouse Road Quote Number:4MDRSUK Architectural Project Number: Rough Opening 29"X 271/2" Stone White Clad Sash Exterior Primed Pine Sash Interior IG-3/4" Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 2W2H Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile Standard Bottom Rail White Weather Strip Oil Rubbed Bronze Push Out Handle Swinging Wood Screen Charcoal Hi-Transparency Fbrgls Mesh Primed Pine As Viewed From The Exterior Ogee Interior Screen Profile FS 28"X 27" Screen Hardware RO 29"X 271/2" Concealed Hinge Egress Information Solid Wood Covers 4 9/16"Jambs Width:2113/16" Height:22 59/64" Net Clear Opening:3.47 SgFt Nailing Fin Line#17 Mark Unit: Guest Bed Net Price: 870.58 t : 1 Ext. Net Price: USD 870.58 MARVIN % Stone White Clad Exterior W I.d... .., D—, Primed Pine Interior Clad Ultimate Push Out Casement- Right Hand Frame Size 28"X 27" Standard CN Width 28 Rough Opening 29"X 271/2" Stone White Clad Sash Exterior Primed Pine Sash Interior IG-3/4" Low E2 w/Argon . Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 2W2H Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile Standard Bottom Rail White Weather Strip Oil Rubbed Bronze Push Out Handle Swinging Wood Screen As Viewed From The Exterior Charcoal Hi-Transparency Fbrgls Mesh FS 28"X 27" Primed Pine RO 29"X 271/2" Ogee Interior Screen Profile Egress Information Screen Hardware Width:2113/16" Height:22 59/64" Concealed Hinge Net Clear Opening:3.47 SgFt Solid Wood Covers 4 9/16"Jambs Nailing Fin Line#18 Mark Unit:Guest Bed Net Price: 712.58 11 t : 2 Ext. Net Price: USD 1425.16 MARVIN Stone White Clad Exterior w,.do_. ..d uoo.. Primed Pine Interior Buiharou"dyou: Clad Ultimate Double Hung-Next Generation 2.0 Frame Size 26"X 42" Rough Opening 27"X 421/2" Top Sash Stone White Clad Sash Exterior Primed Pine Sash Interior IG Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 2W1H OMS Ver.0002.18.05(Current) Processed on:1/22/2018 10:58:16 AM Page 13 of 16. OMS Ver.Q002.18.05(Current) Clement Carpentry Product availability and pricing subject to change. Lighthouse Road Quote Number:4MDR8UK Architectural Project Number: Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile Bottom Sash Stone White Clad Sash Exterior Primed Pine Sash Interior IG Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 2W1H Stone White Clad Ext-Primed Pine Int ZL Ogee Interior Glazing Profile White Interior Weather Strip Package White Exterior Weather Strip Package White Sash Lock White Top Sash Strike Plate Assembly Color As Viewed From The Aluminum Screen E)derior Stone White Surround FS 26"X 42" Charcoal Fiberglass Mesh RO 27"X 421/2" ***Screen/Combo Ship Loose Egress Information 4 9/16"Jambs Width:2213/32" Height:1515/16" Nailing Fin Net Clear Opening:2.48 SgFt Line#19 Mark Unit: Guest Bed (TEMP) Net Price: 894.28 2 Ext. Net Price: USD 1788.56 MARVIN� Stone White Clad Exterior w„.da.. ..d D. Primed Pine Interior I Clad Ultimate Double Hung-Next Generation 2.0 Frame Size 29"X 42" Rough Opening 30"X 421/2" Glass Add For All Sash/Panels 77 Top Sash Stone White Clad Sash Exterior Primed Pine Sash Interior IG Tempered Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 2WiH Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile Bottom Sash Stone White Clad Sash Exterior As Viewed From The Primed Pine Sash Interior IG Exterior Tempered Low E2 w/Argon FS 29"X 42" Stainless Perimeter and Spacer Bar RO 30'r X 421/2" 7/8"SDL-With Spacer Bar-Stainless Egress Information Rectangular-Special Cut 2W1H Width:25 13/32" Height:15 15/16" Stone White Clad Ext-Primed Pine Int Net Clear Opening:2.81 SgFt Ogee Interior Glazing Profile White Interior Weather Strip Package White Exterior Weather Strip Package White Sash Lock White Top Sash Strike Plate Assembly Color Aluminum Screen Stone White Surround Charcoal Fiberglass Mesh ***Screen/Combo Ship Loose 4 9/16"Jambs Nailing Fin Line#20 Mark Unit:Stair Net Price: 712.5811 t : 1 11EExt. Net Price: USD 712.58 MARVINi Stone White Clad Exterior w;.d— ..a D.— Primed Pine Interior Builtaroundrou: Clad Ultimate Double Hung-Next Generation 2.0 Frame Size 26"X 42" OMS Ver.0002.18.05(Current) Processed on:1/22/2018 10:58:16 AM Page 14 of 16 ONIS Ver.0002.18.05(Current) Clement Carpentry Product availability and pricing subject to change. Lighthouse Road Quote Number:4MDR8UK Architectural Project Number: Rough Opening 27"X 421/2" Top Sash Stone White Clad Sash Exterior Primed Pine Sash Interior IG Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 2W1H Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile Bottom Sash Stone White Clad Sash Exterior Primed Pine Sash Interior IG Low E2 w/Argon As Viewed From The Stainless Perimeter and Spacer Bar Exterior 7/8"SDL-With Spacer Bar-Stainless FS 26"X 42" Rectangular-Special Cut 2W1H RO 27"X 421/2" Stone White Clad Ex--Primed Pine Int Egress Information Ogee Interior Glazing Profile Width:2213/32" Height:1515/16" White Interior Weather Strip Package Net Clear Opening:2.48 SgFt White Exterior Weather Strip Package White Sash Lock White Top Sash Strike Plate Assembly Color Aluminum Screen Stone White Surround Charcoal Fiberglass Mesh '""•Screen/Combo Ship Loose 4 9/16"'Jambs Nailing Fin Project Subtotal Net Price:USD 31,158.39 8.625%Sales Tax: USD 2,687.41 Project Total Net Price: USD 33,845.80 OMS Ver.0002.18.05(Current) Processed on:1/22/2018 10:58:16 AM Page 15 of 16 AIR CONDITIONERS 1 ACXN T ' MERIT° Series EAN ' 'R-410ANo.210831 PRODUCT SPECIFICATIONS Bulletin February2019 Supersedes January 2019 MrF;ZIT SERIES NM �M4:� ., HIM ��= " . .. SEER up to 15.50 1.5to5Tons Cooling Capacity - 17,500 to 59,000 Btuh MODEL NUMBER IDENTIFfCATI;ON. 13ACXN024 - 230 - 17 Nominal SEER `.. Minor Revision Number Unit Type .`, Voltage AC=Air Conditioner = 230=208/23OV--1 phase-60hz Refrigerant ; X=R 410A # 4 Nominal Cooling Capacity 018=1.5 tons 024=2 tons Regional Standards i++ 030=2.5 tons N=North Region ;;f 036=3 tons 042=3.5 tons 048=4 tons } 060=5 tons r ' , CONTENTS ~ Dimensions..................................................................7 Electrical Data..............................................................6 Features.......................................................................2 Field Wiring....................................................................8 Installation Clearances................................................8 Model Number Identification........................................1 Optional Accessories...................................................G RFC Orifice Usage....................................................1O Sound Data ---------------------8 Specifications ----------------.----.G TXVUsage..................................................................Q ` ~ ' For the latest AHRI S ys tern Matches s or see the separate document AHRI-Air Conditioner Matches that contains'all-outdo'-or-unit WARRANTY APPLICATIONS Cmmnprmssor-|inited warranty for15through 5b�n�veyearoin ' ' residential installations and five years innon-residential Sound levels ao low oo7SdB. installations. Single-phase power supply. All other covered cmmmpmmemtm -fiveyeanoin Vertical air discharge allows concealment behind shrubs residential installations and one year innon-residential at grade level or out of sight onmroof. installations. Matching add-on furnace indoor coils or air handlers Refer to Lennox Equipment Limited Warranty certificate provide m wide range of cooling capacities and included with unit for specific details. applications. See AHFl| System Matches. APPROVALS See Indoor Coils and Air Handlers sections for data. /\HR| Certified toAHR| Standard 210/24O-2OOD. Units shipped completely factory assembled, piped and Sound rated in Lennox reverberant sound test room wired. Each unit test operated at the factory ensuring in Accordance with test conditions included in/4HR| proper operation. 8tandand27O-2DO8. Installer must set air conditioner, connect refrigerant Tested in the Lennox Research Laboratory , lines and make electrical connections bo complete job. environmental test room. Rated according hoU.8. Department of Energy(DOE) ' test procedures. Region specific models meet the minimum efficiency requirements for U.S DOE Federal Regional Standards in that area. Units and components within bonded for grounding to meet safety standards for servicing required byUL. NEC and CEC. Units are ETL certified for the U.G. and Canada. ISO 0001 Registered Manufacturing Quality System. For expanded ratings, see vmwvvLennomPnoo.00m. 1o*CXm'1.em,e Ton Air Conditioner /Page o I FEATURES REFRIGERATION SYSTEM Refrigerant Flow Control R-410A Refrigerant Units applicable to expansion valve systems or RFC Non-chlorine, ozone friendly, R-410A. systems when matched with specific indoor coils. Unit pre-charged with refrigerant. +o a >f; RFCIV: See Specification table. Accurately meters refrigerant in system. Refrigerant control RFCIV METERING SYSTEM ' ©Condenser Fan is accomplished O IFICE BODY RFCIV Direct drive fan moves large air volumes uniformly by exact sizing of �(On Coil) ORIFICE through entire condenser coil for high refrigerant cooling refrigerant metering capacity. orifice. ' Vertical air discharge minimizes operating sounds and The principle .. O-RING LI UID eliminates damage to lawn and shrubs. involves matching SLINE LIQUIDFan motor has sleeve bearings and is inherently indoor coil with SCREEN protected. proper bore size of SEAL Motor totally enclosed for maximum protection from orifice in metering NUT SWEAT weather, dust and corrosion. device. CONNECTION Rain shield on motor provides additional protection from Equalizes pressure shortly after compressor stops, unit moisture. starts unloaded, eliminating need for additional controls. Louvered steel top fan guard furnished as standard. See RFC Orifice Usage Table on Page 10 for correct Fan service access accomplished by removal of top matches. panel. .Optional Access'orles ©Copper Tube/Enhanced Fin Coil Expansion Valve Kits Lennox designed and fabricated coil. Must be ordered extra and field installed on certain Ripple-edged aluminum fins. indoor units.See TXV Usage Table on Page 9. Copper tube construction. Chatleff-style fittings. Lanced fins provide maximum exposure of fin surface to Freezestat air stream resulting in excellent heat transfer. Installs on or near the vapor line of the indoor coil or on Fin collars grip tubing for maximum contact area. the suction line. Flared shoulder tubing connections/silver soldering Senses suction line temperature and cycles the Construction: compressor off when suction line temperature falls Coil is factory tested under high pressure to ensure below it's setpoint. leakproof construction. Opens at 29OF and closes at 58°F. Steel louvered panels provide complete coil protection. Loss of Charge Switch Kit Panels can be completely removed for servicing. Helps protect the compressor from damage due low High Capacity Liquid Line Drier refrigerant charge conditions. Furnished with unit for field installation. SPST, normally-closed switch, automatic reset switch Approved for use with R-410A systems. mounted on liquid line. Traps any moisture or dirt that could contaminate the Refrigerant Line Kits refrigerant system. Refrigerant lines(suction &liquid)are shipped refrigeration clean. Lines are cleaned, dried, High Pressure Switch pressurized and sealed at factory. Shuts off unit if abnormal operating conditions cause the Suction line fully insulated. discharge pressure to rise above setting. Protects compressor from excessive condensing Lines are stubbed at both ends. pressure. Automatic reset. 13ACXN-1.5 to 5 Ton Air Conditioner /Page 3 i FEATURES COMPRESSOR CONTROLS Scroll Compressor `O' Bonet Accessories Compressor features high efficiency with uniform suction Compressor Hard-Start Kit flow,constant discharge flow, high = Single-phase units are equipped with a PSC volumetric efficiency and quiet compressor motor.This type of motor normally doesn't operation. need a potential relay and start capacitor. In conditions such as low voltage,this kit may be Compressor consists of two � "�"" '� g � y - involute spiral scrolls matched �++ � required to increase the compressor starting torque. together to generate a series of Compressor Low Ambient Cut-Off Switch crescent shaped gas pockets Non-adjustable switch (low ambient cut-out)prevents between them. compressor operation when outdoor temperature is During compressiori;'one.scroll below 35°F. remains stationary while the other scroll orbits around it. Compressor Time-Off Control Gas is drawn into the outer pocket,the pocket is sealed Kit prevents compressor short-cycling and allows time as the scroll rotates. for suction and discharge pressure to equalize. As the spiral movement continues,gas pockets are Permits compressor start-up in an unloaded condition. pushed to the center of the scrolls.Volume between the Automatic reset with 5 minute delay between pockets is simultaneously reduced. compressor shut-off and start-up. . When the pocket reaches the center, gas is now at high Indoor Blower Off Delay Relay pressure and is forced out of a port located in the center Delays the indoor blower-off time during the cooling of the fixed scrolls. cycle. During compression, several pockets are compressed See AHRI System Matches for usage. simultaneously resulting in a smooth continuous , compression cycle. Low Ambient Kit Continuous flank contact, maintained by centrifugal Air conditioners operate satisfactorily in the cooling force, minimizes gas leakage and maximizes efficiency. mode down to 45°F outdoor air temperature without any Scroll-compressor is tolerant to the effects of slugging additional controls. and contaminants. If this occurs, scrolls-separate, - Kit can be added in the field enabling unit to operate allowing liquid or contaminants to to beworked toward properly down to 30°F in the cooling mode. the center and discharged. Crankcase heater and freezestat should be installed on Low gas pulses during compression reduces compressors equipped with a Low Ambient Kit. operational sound levels.' A compressor lock-out thermostat should be added to Compressor motor is internally protected from terminate compressor operation below recommended excessive current and temperature. operation conditions. Compressor is installed in the unit on resilient rubber Thermostat mounts for vibration free operation. Thermostat not furnished with unit. See Thermostat t Optional Accessories ,. __.__... _...___... bulletins in Controls Section and Lennox Price Book. Compressor Crankcase Heater Timed-Off Control Protects against refrigerant migration that can occur Kit prevents compressor short-cycling and allows time during low ambient operation. for suction and discharge pressure to equalize. Permits compressor start-up in an unloaded condition. Compressor Sound Cover Automatic reset with 5 minute delay between A reinforced vinyl compressor cover containing a 1-1/2 compressor shut-off and start-up. inch thick bait of fiberglass insulation. All open edges are sealed with a one-inch wide hook and loop fastening tape. 13ACXN-1.5 to 5 Ton Air Conditioner /Page 4 J '_FEATURES, __— ----- CABINET ;Optiona4Accessories_� ©Heavy gauge steel cabinet with five station metal wash Unit Stand-Off Kit. process. Black high density polyethylene feet are available to Louvered heavy gauge steel panels surround unit on all raise unit off of mounting surface away from damaging four sides to prevent damage to the coil. moisture. Powder paint finish provides superior,rust and corrosion Four feet are furnished per order number. protection. Control box is conveniently located with all controls factory wired. Corner patch plate allows access to compressor components. Drainage holes are provided in base section for moisture removal. PermaGuardTM Unit Base Durable zinc-coated base section resists rust and corrosion. ©Refrigerant Line Connections, Electrical Inlets, Service Valves Sweat connection suction and liquid lines are located on corner of unit cabinet. Fully serviceable brass service valves prevent corrosion and provide access to refrigerant system'. Suction valve can be fully shut off,while liquid valve may be front seated to manage refrigerant charge while servicing system. Refrigerant line connections and field wiring inlets are located in one central area of cabinet for easy access. ' See dimension drawing. 13ACXN-1.5 to 5 Ton Air Conditioner /Page 5 SPECIFICATIONS General Model No. Northern Region 13ACXN01813ACXN02413ACXN03013ACXN03613ACXN04213ACXN04813ACXN060 Data Nominal Tonnage 1.5 2 2.5 3 3.5 4 5 Connections Liquid line o.d.-in. 3/8 318 3/8 3/8 3/8 3/8 3/8 (sweat) Suction line o.d.-in. 5/8 5/8 3/4 3/4 314 7/8 7/8 Refrigerant(R-410A)furnished 4 lbs.1 oz. 3 lbs.14 oz. 5 lbs.2 oz. 5 lbs.4 oz. 6 lbs.8 oz. 7 lbs.12 oz. 9 lbs.0 oz. RFCIV Metering Orifice Size Furnished 0.051 0.057 0.065 0.072 0.076 0.082 0.090 Outdoor Net face area Outer coil 11.33 11.33 13.22 13.22 16.33 18.67 16.33 Coil sq.ft. Inner coil --- --- --- --- --- --- 15.71 Tube diameter-in. 5/16 5/16 5/16 5/16 5/16 5/16 5/16 Number of rows 1 1 1 1 1 1 2 Fins per inch 26 26 26 26 26 26 22 Outdoor Diameter-in. 18 18 18 1 18 22 22 22 Fan Number of blades 3 3 4 4 4 4 4 Motor hp 1/10 1/10 1/5 1/5 1/4 1/4 1/4 Cfm 2350 2350 2400 2400 3500 3670 3600 Rpm 1010 1010 1090 1090 825 835 830 Watts 165 165 185 185 300 295 285 Shipping Data-lbs.1 package 138 138 144 151 188 195 218 ELECTRICAL DATA. . .: ... ,. . . : .. . ,. ... :; Line voltage data-60 hz-1 ph 208/230V 208/230V 208/230V 208/230V 208/230V 208/230V 208/230V 2 Maximum overcurrent protection(amps) 20 25 25 35 45 50 60 3 Minimum circuit ampacity 12.4 14.7 17.1 22.0 28.1 31.9 34.6 Compressor Rated load amps 9.4 11.2 12.8 16.7 21.2 24.2 26.3 Locked rotor amps 56.6 60.8 64 70 90 100 125 Power factor 0.98 0.98 0.98 0.99 0.99 0.99 0.99 Condenser Full load amps 0.7 0.7 1. 1 1.1 1.7 1.7 1.7 Fan Motor Locked rotor amps 1.3 1.3 2.0 2.0 3.2 3.2 3.2 ----- -- . -Locked ---- - - - --- ---- - - -T--- - ---- ---- OPTIONAL ACCESSORIES- ORDER SEPARATELY Compressor Crankcase Heater 931VI04 • 93M05 • Compressor Copeland 10J42 • Hard Start Kit LG 88M91 • Compressor Low Ambient 45F08 • Cut-Off Switch Compressor Sound Cover 27W55 • 27W56 • Compressor Time-Off Control 47J27 Freezestat 318 in.tubing 93G35 • 5/8 in.tubing 50A93 • Indoor Blower Off Delay Relay 58M81 • Loss of Charge Switch Kit 84M23 • °Low Ambient Kit(Fan Cycling) 34M72 • • • • • • • Refrigerant L15-26-20, L15-26-25, • Line Sets L15-26-35, L15-26-50 L15-41-20,L15-41-30, • L15-41-40, L15-41-50 L15-65-30,L15-65-40, • L15-65-50 Unit Stand-Off Kit 94.145 • NOTE-Extremes of operating range are plus 10%and minus 5%of line voltage. Refrigerant charge sufficient for 15 ft.length of refrigerant lines.For longer line set requirements see the Installation Instructions for information about line set length and additional refrigerant charge required. z HACR type circuit breaker or fuse. 3 Refer to National or Canadian Electrical Code manual to determine wire,fuse and disconnect size requirements. °Crankcase Heater and Freezestat are recommended with Low Ambient Kit. 13ACXN-1.5 to 5 Ton Air Conditioner /Page 6 4-3/8 4-3/8 INLET AIR (111)r 1(111) 4-3/8 4-3/8 OPTIONAL UNIT�V INLET / INLET STAND-OFF KIT(4) II COMPRESSOR (Field Installed) AIR AIR COIL DRAIN OUTLETS (Around perimeter of base) SUCTION LINE �162) l 4-3/8 CONNECTION o (111) INLET 4 AIR \LIQUID LINE 6-3/8 4-3/8 CONNECTION (162) (111) TOP VIEW TOP VIEW BASE SECTION A OUTDOOR t DISCHARGE AIR COIL FAN LCOMPRESSOR C B I SUCTION AND LIQUID LINE CONNECTION\ ELECTRICAL INLETS 2-3/4(70) ----- 2(51) j SIDE VIEW 3/4(19) OPTIONAL STANDOFF KIT I(4) SIDE VIEW (FIELD INSTALLED) A B C Model inches mm inches mm inches mm 018 24-1/4 616 25-1/4 641 24-1/4 616 024 24-1/4 616 25-1/4 641 24-1/4 616 030 24-1/4 616 29-1/4 743 28-1/2 724 036 24-1/4 616 29-1/4 743 28-1/2 724 042 28-1/4 718 29-1/4 743 28-1/2 724 048 28-1/4 718 33-1/4 845 32-1/2 826 060 28-1/4 718 29-1/4 743 28-1/2 724 13ACXN-1.5 to 5 Ton Air Conditioner /Page 7 SOUND DATA ----------------- ------- t Octave Band Linear Sound Power Levels dB,re 10-72 Watts 'Sound 2 Estimated Sound Pressure Level at Unit Center Frequency-HZ Rating Distance From Unit(dB at distance in ft.) Model Number 125 250 5.00 1000 2000 4000 8000 (dB) 3 5 10 15 50 018 53 60 64.5 68.5 67 61.5 54.5 76 69 64 58 55 44 024 51.5 62 64.5 68.5 67 60.5 53.5 76 69 64 58 55 44 030 52.5 62 67.5 69 1 67 61.5 1 54.5 76 69 64 58 1 55 44 036 52.5 61 67 69 67 61.5 52.5 76 69 64 58 55 44 042 58 68 73.5 75.5 74 69.5 62.5 79 72 67 61 58 47 048 57.5 67 73 74.5 71 64 58.5 79 72 67 61 58 47 060 57 63 69.5 71.5 71 65.5 60.5 79 72 67 61 . 58 47 NOTE-the octave sound power data does not include tonal correction. Tested according to AHRI Standard 270-2008 test conditions. z Estimated sound pressure level at distance based on AHRI Standard 275-2010 method for equipment located on the ground,roof,or on side of building wall with no adjacent reflective surface within 9.8 feet.Sound pressure levels will increase based on changes to assumptions.For other applications,refer to AHRI Standard 275. �I,ELD WIRING, I INSTALLATION CLEARANCES - IN. (MM) ; DISCONNECT I THERMOSTAT DI SWITCH See I See NOTES _(By Others l_(Optional) I I_(By Others) l A B D ow See O See NOTES NOTES LENNOX O LENNOX AIR HEATING UNIT CONDITIONER OR AIR HANDLER CONTROL UNIT See NOTES BOX A -Two Wire Power NOTES: B -Two Wire Power(See Electrical Data) Service clearance of 30 in.(762 mm)must be maintained on C -Two Wire Low Voltage(18 ga.minimum) one of the sides adjacent to the control box. D -Four Wire Low Voltage(Electro-Mechanical) 18 ga.mini- Clearance to one of the other three sides must be 36 in. (914 mum. mm) Five Wire Low Voltage(Electronic)18 ga. minimum Clearance to one of the remaining two sides may be 12 in.(305 mm)and the final side may be 6 in.(152 mm). NOTE-Field Wiring Not Furnished A clearance of 24 in.must be maintained between two units. All wiring must conform to NEC or CEC and local electrical codes. 48 in.(1219 mm)clearance required on top of unit. 13ACXN-1.5 to 5 Ton Air Conditioner /Page 8 TXV-USAGE *TXV;SUBSTITUTIONS Use this table for C35,CH23,CH33,CH35,CR23 and Use this table to determine if the factory installed TXV in CR33 Field Installed TXV Match-Ups. the indoor unit needs to be replaced. Outdoor Unit Thermal Expansion Valve Outdoor Unit Indoor Coil Factory Replacement Model No. (TXV) Model'No. TXV TXV 13ACXN018 12J18 13ACXN030 CX35-48 12J20 12J18 13ACXN024 12J18 i 'CX35 coils-The factory installed expansion valve must be replaced with the expansion valve listed(ordered separately). 13ACXN030 12J18 If the combination is not listed above,the factory installed TXV is used. 13ACXN036' 12J19 13ACXN042 12J20 13ACXN048 12J20 13ACXN060 12J20 CX35 and CX38 upflow coils and all Lennox air handlers are shipped with a factory installed TXV.In most cases,no change out of the valve is needed. If a change out is required it will be listed in the"TXV SUBSTITUTIONS"table. The correct TXV must be ordered separately and field installed. C35 and CH33/CH35 coils-Replace the factory installed orifice with the expansion valve listed. CR33 and CH23 coils-Use the expansion valve listed. MOST POPULAR MATCHES _ _ ; AHRI STAN:DARD.210%240�' Outdoor Unit Indoor Unit Cooling or heating capacities are net values, including Model No. Model No 13ACXN018 CX38-30B the effects of blower motor heat, and do not include supplementary heat. Power input is the total power input 13ACXN024 CX38-306 to the compressor(s)and fan(s), plus any controls and 13ACXN030 CX38-30B other items required as part of the system for normal 13ACXN036 CX38-38B, operation. 13ACXN042 CX38-43B Units which do not have an indoor air-circulating blower 13ACXN048 CX38-49C { furnished as part of the model, i.e., split system with indoor coil only, is established by subtracting from the 13ACXN060 CX34-49 total cooling capacity 1250 Btulh per 1,000 cfm, and by adding the same amount to the heating capacity.Total power input for both heating and cooling is increased by 365 W per 1,000 cfm of indoor air circulated. NOTE! For the latest AHRI System Matches please see the Residential MatchuprTool.atwww.LennoxPros. com or see thee-separate document 'AHRI Air Conditioner Matches that contains all outdoor unit matches., , 13ACXN-1.5 to 5 Ton Air Conditioner /Page 9 RFC ORIFICE USAGE LEGEND: I-CGreen=Matches'Orifice Furnished With'Indoor Coil_(no replacement necessary)_ 1A Yellow=Matches.Orifice Furnished With-"Outdoor Unit(orifice inust be field,replaced)' Blue=Field Provided must be`ordered.extra-for field replacement); C33 COILS Factory Outdoor Unit Model No.-Orifice Furnished With Outdoor Unit Indoor Coil Orifice 13ACXN018 13ACXN024 13ACXN030 13ACXN036 13ACXN042 13ACXN048 13ACXN060 Model No. Furnished in Coil 0.051 0.057 0.065 0.072 0.076 0.082 0.090 C33-19A-2 0.051 0.065 C33-25A-2 0.057 0.051 ♦ 0.065 C33-2513-2 0.057 0.051 ♦ 0.065 C33-30A-2 0.065 0.065 C33-3013-2 0.065 0.057 ♦ -4 0.065 C33-30C-2 0.065 t 0.065, C33-31A-2 0.065 O'.065 C33-31 B-2 0.065 t 0.06.5' C33-36A-2 0.073 0:065 ♦ " C33-3613-2 0.073 0.065 C33-36C-2 0.073 0.065 ♦` C33-38A-2 0.073 0.065 ♦ 0.072 ♦ 0.076 C33-3813-2 0.073 0.065 ♦ 0.072 A 0.076•♦ -- C33-4213-2 0.076 0.065 C33-4313-2 0.076 0.065 ♦ 0.072 ♦ �4.0.076 0.082 C33-43C-2 0.076 0.065 ♦ ,4 0.076-, C33-49C-2 0.082 0.076 ♦ -'0.'082 : 0.090 C33-50/60C-2 0.082 0.072 ♦ 0.076 C33-60D-2 0.093 0.090 C33-62C-2 0.093 1 0.676 ♦ j .0.082 A 0.090 C33-62D 0.093 0.082 ♦ 0.090 C35 COILS Factory Outdoor Unit Model No.-Orifice Furnished With Outdoor Unit Indoor Coil Orifice 13ACXN018 13ACXN024 13ACXN030 13ACXN036 13ACXN042 13ACXN048 13ACXN060 Model No. Furnished in Coil 0.051 0.057 0.065 0.072 0.076 0.082 0.090 C35-24A-2F 0.057 0:051 ♦ t 0.057 C35-2413-2F 0.057 0.065 C35-30A-2F 0.067 0.051 ♦ 0.057 i' '0.063 C35-30/36A-2F 0.057 .40.057 C35-30/3613-2F 0,057 0.065 ♦.. C35-36A-2F 0.070 :0.060:" 0.063 - C35-3613-2F 0.070 0.063 0.072 C35-4813-2F 0.071 0:070"` C35-48C-2F 0.071 -0.063. C35-49C-2F 0.076 . 0.076 0.082 ♦ 0.090 C35-50/60C-2F 0.070 "-4 0.070." C35-60C-2F 0.077 0.076 ♦' 0.082 ♦ 0.09.0 C35-60D-2F 0.077 0.082 ♦ 0.090 13ACXN-1.5 to 5 Ton Air Conditioner /Page 10 r RFC ORIFICE USAGE LEGEND: Yellow=_Matches-Orifice Furnished�With Outdoor Unit-(orifcg must_be_feld_replaced) CH23,CH33,CR33 COILS Factory Outdoor Unit Model No.--Orifice Furnished With Outdoor Unit Indoor Coil Orifice 13ACXN018 13ACXN024 13ACXN030 13ACXN036 13ACXN042 13ACXN048 13ACXN060 Model No. Furnished in Coil 0.051 0.057 0.065 0.072 0.076 0.082 0.090 CH23-41-2 N/A 0.065 CH23-68-2 N/A ,`, ._ ,_, :. " -0.082 A- . CH33-19 0.065.♦ CH33-25 0.062 _ 0.065 CH33-31 0.071 _ .0.065♦. ° CH33-36 0.076 0'.065 CH33-42B 0.082 0.065 CH33-43 0.082 =0.065 °k: 0. 72,A 0.076 0.082 ' CH33-44/48B 0.082 0.072-♦ ' t CH33-48 0.091 ..0.065 ♦ 0,076' j CH33-49 0.091 0.076 ♦ 0.082 { CH33-50/60C 0.091 0.076-A 0.082 ♦. CH33-60D 0.099 `0.082 A CH33-62D 0.099 -.0.082 A-. f CR33-30/36 N/A •0.065 ♦. CR33-50/60 N/A 0.072 A 1, RFC ORIFICEYORD.ERING; Orifice Size Order No. 1, .:,•. • ' 0.051 =.70W93 { 0.057 97M75 t _ 0.060--'` 10W97 0.063 97M76 -.0.065 10W99' . 0.072 1 OW85 0.082 97M79 . .. 0.090' 10W89' t 13ACXN-1.5 to 5 Ton Air Conditioner 1 Page 11 -- - -- ------------- -------------------------- REVISIONS Sections Description of Change Sound Data Added expanded sound data for Estimated Sound Pressure Level at Distance From Unit. A' A Unitary Small AG AHRI Standard 1 I /MEMBER COMPANY Ci�Wed with AHRI; (T), i STE I ntertek Visit us at www.lennox.com LEN;-NPVX For the latest technical information,www.LennoxPros.com Contact us at 1-800-4-LENNOX NOTE-Due to Lennox'ongoing commitment to quality,Specifications,Ratings and Dimensions subject to change without notice and without incurring liability. Improper installation,adjustment,alteration,service or maintenance can cause property damage or personal injury. Installation and service must be performed by a qualified installer and servicing agency. ©2019 Lennox Industries,Inc. : _AIR HANDLERS CBX2SU H LENNOXNMERIT9 Series + R=410A'-Upflow%,Horizontal PRODUCT SPECIFICATIONS Bulletin No.210770 December2018 Supersedes January 2017 ' o iV. • C{ . LENNDX �( . o � 0 i V.. Nominal Capacity - 1.5 to 5 Tons Optional Electric Heat -.2.5 to 20 kW MODEL NUMBEWIDENTIFICATION; CBX2SUH - 030 - 230'- 10 Unit Type ' Minor Revision Number CB=Air Handler '` T Refrigerant Type ''. `,' Voltage �r 30=208/230V 1 phase 60hz Configuration 'r Nominal Cooling Capacity [UH=Upflow/Horizontal '` 018=1.5 tons 024=2 tons 030=2.5 tons 036=3 tons ;p 042=3.5 tons 048=4 tons 060=5 tons 7.7- | , FEATURES , CONTENTS , BlowerData.................................................................6 Dimensions-Accessories —.---------.---14 Dimensions-Unit-Upflow........................................12 ` ElectricalData..............................................................5 Electric Heat Data........................................................8 Features.......................................................................2 |nota|laUon Clearances With Electric Heat...................4 Model Number Identification........................................1 Optional Accessories...................................................S Specifications...............................................................5 WARRANTY All cmneredommpoments -Umited five years in residential applications,one year innon-residential applications. Refer to Lennox Limited Warranty Certificate included with each unit for additional details. APPLICATIONS 1.5to5ton nominal sizes. Upflowor horizontal applications. Downflowapplications with optional conversion kit. CBX25UH models are applicable toR'41OAexpansion valve systems in cooling applications and check and expansion valve systems in heat pump applications. Check and Expansion Valve Furnished See bulletins in section Air Conditioners for cooling CBX25UH models have non-ch|orine. ozone friendly, capacities. R-410Avalve. See bulletins in section Heat Pump Outdoor Units for Wide range valve. cooling and heating capacities. Chat|eff style fitting. Optional field installed electric heaters available in Factory installed on all models several sizes for additive heating capacity. internal bucabinet. APPROVALS �� ` ��CopperTubm/Emhamced Fin Evaporator Coil Tested with matching air conditioners and heat pump Assembled in^A^configuration. units in the Lennox Research Laboratory environmental Provides extra large surface and contact area, excellent test room in accordance with AHR| Standard 21O/24O. heat transfer and low air resistance for maximum Optional electric heaters are rated in accordance with efficiency. US Department of Energy(OOE)test procedures and Precise circuiting for uniform refrigerant distribution. Federal Trade Commission (FTC)labeling regulations. Precisely spaced ripple-edged aluminum fins fitted to Air handlers and components within are bonded for durable seamless copper tubes. grounding ho meet safety standards for servicing Fins are strengthened bo resist bending and are required byETL. NEC and CEC. equipped with collars that grip tubing for maximum Units are ETL certified for the U.G'and Canada. contact area. |GOS001 Registered Manufacturing Quality System. Lanced fins provide maximum exposure of fin surface to REFRIGERANT SYSTEM air stream. Long |�ecopportubing io easy tooan�ce. ��nm���mo�«±|mna ~— Ri�edtub|ngpnovid�ooupmhorhmatbanofo� Suction �napo�and liquid lines have sweat oonnenUono that extended outside of the cabinet for ease of Flared shoulder tubing joints and silver soldering connection. provide tight, leakproof joints. See dimension drawing for locations. Coil thoroughly factory tested under high pressure bo ensure leakproof construction. CgXneo*'1.soos ton Air Handlers/Page u 'FEATURES- +- y J �- FILTER OAnti-Microbial Dual Position Drain Pans Disposable 1 inch filter is furnished. Anti-Microbial additive resists .,- Filter rack furnished in cabinet for easy filter installation. growth of mold and mildew on <0�� cTob& drain pan which improves indoor antimicrobW product protection See Specifications tables for filter sizes. air quality and reduces drain line blockage. ©BLOWER Factory installed drain pans designed for upflow or Multi-speed PSC motor. horizontal applications. Choice of blower speeds. See blower performance Deep, corrosion resistant high temperature engineered tables. polymer drain pans have dual pipe drains. Speed changes easily accomplished by a simple wiring See dimension drawing. change. 'O tional Acc_es_sor_ies Blower is easily removed from unit for servicing. Downflow Conversion Kit Time Delay Blower Relay Required for field conversion to downflow position. Kit Relay allows one second blower"on"delay before consists of insulated downflow drain pan, insulated continuous fan or cooling operation and 45 second drain pan drip shields, coil drip shields, seal plates and blower"off'delay after continuous fan or cooling support brackets for repositioning coil and drain pan. operation. See Optional Accessories table. CONTROLS Horizontal Support Frame Kit OTransformer and Blower Cooling Relay Provides support of unit in horizontal applications. 24 volt transformer and blower cooling relay furnished Consists of(2) 1 x 1-1/2 x 32-5/8 in. and (2) 1 x 3 x as standard. 53-7/8 in. painted heavy gauge cold rolled steel support Factory installed in the unit control box. channels with assembly and suspending holes. Bolts and nuts furnished for field assembly. O_p_ti_o_ n_a_I_Accessories y Thermostat Suspending rods must be field provided. See Thermostat bulletins in Controls section and Side Return Unit Stand (Upflow Only) Lennox Price Book for a complete list of thermostats. Raises unit 16 in. above floor for side return air duct ©CABINET connection. Constructed of heavy gauge galvanized steel. Eliminates need for wooden platform construction. Pre-painted cabinet finish. All aluminum construction. Completely insulated with foil faced fiberglass Two adjustable frames fit all sizes. insulation. See Dimension Drawing. Removable panels provide complete service access. Wall Hanging Bracket Kit(Upflow Only) Filter access door for easy filter replacement. Allows unit to be hung on wall at any height. Thumbscrews hold filter door in place. Consists of heavy gauge steel support brackets (one for Electrical inlets provided in sides and top of cabinet. air handler unit, one for wall mount). See dimension drawing for locations. Screws furnished for fastening one bracket to unit. Plugs in cabinet for drain connections for upflow(left Bolts for fastening one bracket to wall are field provided. and right)and horizontal applications. See dimension drawing. High Performance Economizer (Commercial Applications Only) Low Leakage Cabinet Designed for applications requiring outdoor air to be All models have less than 2% air leakage and meet utilized in a commercial HVAC system.Allows the ANSI/ASHRAE Standard 193-2010"Method of Test for entry of fresh outdoor air for free cooling, reducing the Determining the Air Tightness of HVAC Equipment." requirement for mechanical cooling. Upflow/Horizontal Capability(Optional Downflow) Heavy gauge galvanized steel cabinet lined with thick Shipped for upflow and horizontal left-hand discharge. fiberglass insulation. May be field converted to horizontal right-hand air Mixed air sensor, outdoor air sensor and 24VAC discharge by repositioning horizontal drain pan. transformer furnished. Optional Downflow Conversion Kit available for field Approved for California Title 24 building standards. conversion. ASHRAE 90.1-2010 compliant. See separate Product Specifications bulletin for additional information and available control and sensor options. CBX25UH-1.5 to 5 ton Air Handlers/Page 3 FEATURES Circuit Breaker ELECTRICAL Breekmr88sdmUs . EC�B�5' [�B E��B2�75CB E{�B25'1O{�B ECB25' ���'--_~�_-��__-�-��'� ��"'� . . . . �Optional Accessoriies� 12.5. ECB25-15CB. ECB25-20C8 heaters are equipped -- c Heat with circuit breakers for overload and short circuit Field install internal bnunit protection. cabinet. Factory wired and mounted on electric heat unit. Available in several W/Vsizes. Current sensitive and temperature actuated. See Electric Heat tables. Manual reset. Helix wound nichnonme Flexible plastic circuit breaker cover protects circuit heating elements exposed breaker in areas with high humidity orunconditioned directly in air stream resulting areas tn prevent nuisance tripping. in instant heat transfer, low Circuit am disconnect means atunit m|ennenttemperatures and �� �r'=' ' ~�' `\ in many areas, eliminate the need for field provided long service life. disconnect. Each element equipped with accurately located limit Consult local electrical code |n your area. control with fixed temperature off setting and automatic reset. Circuit Breaker Cover Kit Thermal sequencer relay brings elements on and off Flexible plastic cover protects circuit breaker. line, in sequence and equal increments,with time delay Recommended in areas with high humidity or between each. unconditioned areas to prevent nuisance tripping. Initiates and terminates blower uperadon ' S|mg]m~PolntPoxver Source Control Box Heating control re|ay(o)furniohed as standard. Control Box may be used with optional electric heat Factory assembled with controls installed and wired. when single power supply ia connected tomulti-circuit Electric heat control wiring plugs into maU a|�nthu heat. ' nn air handier unit. Field installs external bo the unit cabinet on either side or top. Constructed of heavy gauge steel, baked enamel finish, ppepunohed mounting holes, electrical inlet knockouts, and terminal strip. Ramuveab|e cover provides easy access. ' Dimensions (HxVVxD)'7o7x4in. |�NSTALLATION CLEARANCES WITH ELECTRIC HEAT ' ' ^ '��'�� ------- ----'-'---' --' '-- '-^-'- ' - --'------�'--- --` �-'� To Outlet Duct within 3 feet(914 mm) 0 inch(0 mm) Service/Maintenance See Note#2 Units installed on combustible floors in the clownflow position with electric heat do not require a downflow combustible flooring base. "Front service access'u^inches Vnomm>minimum. NOTE-lfcabinet depth is more than 24 inches(610 mm),allow a minimum ofthe cabinet depth plus 2 inches(51 mm). REPLACEMENT��� CIRCUIT BREAKERS ^ Voltage Description Catalog No. . CoXneuo'1.5ouo ton Air Handlers/Page 4 'SPECIFICATIONS' General Model Number CBX25UH-018 CBX25UH-024 CBX25UH-030 CBX25UH-036 Data Nominal tonnage 1.5 2 2.5 3 Connections Suction/Vapor line(o.d.)-in.sweat 3/4 3/4 3/4 718 Liquid line(o.d.)-in.sweat 3/8 3/8 3/8 3/8 Condensate-in.fpt (2)3/4 (2)3/4 (2)3/4 (2)3/4 Indoor Net face,area-ft.2 3.11 3.56 4.00 4.89 Coll Tube outside diameter-in. 3/8 3/8 3/8 3/8 Number of rows 3 3, 3 3 Fins per inch 14 14 14 14 Blower Wheel nominal diameter x width-in. 9 x 6 9 x 6 10x8 10x8 Blower motor output-hp 1/3 1/3 1/3 1/3 Filters Size of filter-in. 12 x 20 x 1 15 x 20 x 1 15 x 20 x 1 18 x 20 x 1 Shipping Data-1 package-lbs. 109 127 133 163 -ELECTRICAL DATA Voltage-1 phase(60 hz) 208/240V 208/240V 208/240V 208/240V 2 Maximum overcurrent protection(unit only) 15 15 15 15 Minimum circuit ampacity(unit only) 2.0 2.0 2.4 2.5 Blower Motor Full Load Amps 1.6 1.6 1.9 2.0 SPECIFICATIONS General Model Number CBX25UH-042 CBX25UH-048 CBX25UH-060 Data Nominal tonnage 3.5 4 5 Connections Suction/Vapor line(o.d.)-in.sweat 7/8 7/8 7/8 Liquid line(o.d.)-in.sweat 3/8 3/8 3/8 Condensate-in.fpt (2)3/4 (2)3/4 (2)3/4 Indoor Net face area-ft.2 5.83 7.00 7.00 Coil Tube outside diameter-in. 3/8 3/8 3/8 Number of rows 3 3 .3 Fins per inch 14 14 14 Blower Wheel nominal diameter x width-in. 12 x 8 11 X9 12x9 Blower motor output-hp 1/3 1/2 1/2 Filters Size of filter-in. 18 x 24 x 1 18 x 24 x 1 18 x 24 x 1 Shipping Data-1 package-lbs. 168 186 186 ELECTRICAL DATA Voltage-1 phase(60 hz) 208/240V 208/240V 208/240V 2 Maximum overcurrent protection(unit only) 15 15 15 3 Minimum circuit ampacity(unit only) 2.4 4.9 4.9 Blower Motor Full Load Amps 1.9 3.9 3.9 Disposable filter. 2 HACR type circuit breaker or fuse. 3 Refer to National or Canadian Electrical Code manual to determine wire,fuse and disconnect size requirements.Use wires suitable for at least 167T. OPTIONAL ACCESSORIES ORDER SEPARATELY Model -018 -024 -036 -042 -030 -048 -060 Downflow Conversion Kit 96W37 96W38 97W95 97W96 Horizontal Support Frame Kit 56.118 56.118 56J18 56J18 Side Return Unit Stand(Upflow Only) 45K31 45K32 45K32 45K32 Single-Point Power Source Control Box(for Electric Heat) 21 H39 21 H39 21 H39 21 H39 Wall Hanging Bracket Kit(Upflow Only) 45K30 45K30 45K30 45K30 High Performance Economizer(Commercial Only) 1OU53 I OU53 1OU53 I0U53 CBX25UH-1.5 to 5 ton Air Handlers/Page 5 BLOWER DATA- UPFLOW AND HORIZONTAL C13X25UH-018 BLOWER PERFORMANCE CBX25UH-042 BLOWER PERFORMANCE External Static Air Volume at External Static Air Volume at Pressure Specific Blower Taps(cfm) Pressure Specific Blower Taps(cfm) in.w.g. High Medium Low in.w.g. High Medium Low 0:`1'0 905 ....670 510 ; 0.10 . 1820 1490 1325 0.20 865 650 495 0.20 1770 1465 1315 0 30 820' 630 475 0:30 ' 1690 1440 1300 0.40 770 595 415 0.40 1600 1395 1275 '. 0:50 =' 700.',"- 500. :` ' 325 0.50'.. `'1;500 ,' 1`31.5 1225 .. NOTE-AII air data measured external to unit with dry coil and 1 inch non-pleated NOTE-All air data measured external to unit with dry coil and 1 inch non-pleated air filter in place. air filter in place. Electric heaters have no appreciable air resistance. Electric heaters hav6 n'o appreciable air resistance. CBX25UH-024 BLOWER PERFORMANCE CBX25UH-048 BLOWER PERFORMANCE External Static Air Volume at External Static Air Volume at Pressure Specific Blower Taps(cfm) Pressure Specific Blower Taps(cfm) in.w.g. High Medium Low in.w.g. High Medium Low 0:10 1.130 ; ' 885 630 0.10 2070 1995, 17Z5 0.20 1100 875 625 0.20 1970 1895 1710 '0.30 " 1070 '850' 0.30, 1850 1'800 '1645 0.40 1010 820 610 0.40 1720 1685 1565 0.50 " :',950 780• 580 i 0.50• -.1595, 1560 1470 NOTE-AII air data measured external to unit with dry coil and 1 inch non-pleated NOTE-All air data measured external to unit with dry coil and 1 inch non-pleated air filter in place. air filter in place. Electric heaters have no appreciable air resistance. Electric heaters have no appreciable air resistance. CBX25UH-030 BLOWER PERFORMANCE CBX25UH-060 BLOWER PERFORMANCE External Static Air Volume at External Static Air Volume at Pressure Specific Blower Taps(cfm) Pressure Specific Blower Taps(cfm) in.w.g. High Medium Low in.w.g. High Medium Low 0:10 _1240 1075 900 0.10 2140' , 1965 _ 1675 0.20 1210 1060 865 0.20 2085 1925 1630 . 0:30. 1970 'f030..,.:, "830 2000 :. _ ;.. 1875 1580 0.40 1135 985 785 0.40 1895 1800 1520 0.50 .`: " 1085,. .940•. 740 ' 0.50 '1795 1695 '1450 f NOTE-AII air data measured external to unit with dry coil and 1 inch non-pleated NOTE-AII air data measured external to unit with dry coil and 1 inch non-pleated air filter in place. air filter in place. Electric heaters have no appreciable air resistance. Electric heaters have no appreciable air resistance. CBX25UH-036 BLOWER PERFORMANCE External Static Air Volume at Pressure Specific Blower Taps(cfm) in.w.g. High Medium Low 0:10 1510, 1360 =1075' 0.20 1450 1250 1040 0.30 1390 ' . 1205 •1000 0.40 1320 1145 950 0.50 - 1245 1085 .900 NOTE-All air data measured external to unit with dry coil and 1 inch non-pleated air filter in place. Electric,heaters have no appreciable air resistance. CBX25UH-1.5 to 5 ton Air Handlers/Page 6 ; *BLOWER DATA- DOWNFLOW.- - ---- - --- ---- - ----------= ` CBX25UH-018 BLOWER PERFORMANCE CBX25UH-042 BLOWER PERFORMANCE External Static Air Volume at External Static Air Volume at Pressure Specific Blower Taps(cfm) Pressure Specific Blower Taps(cfm) in.w.g. High Medium Low in.w.g. High Medium Low 0.10 " .646 602 535. j, 0.10 1460-- , 1375- " - "' 1310 0.20 618 577 512 0.20 1375 1295 1245 0.30, 579 : 548. 487 4 0.30. '1315 . .: 1235 . 1180 0.40 540 505 450. 0.40 1225 1150 1120 j 0.50 489 441 396 i 0.50. 1145 1055 1025 NOTE-AII air data measured external to unit with dry coil and 1 inch non-pleated NOTE-All air data measured external to unit with dry coil and 1 inch non-pleated air filter in place. air filter in place. Electric heaters have no appreciable air resistance. Electric heaters have no appreciable air resistance. CBX25UH-024 BLOWER PERFORMANCE CBX25UH-048 BLOWER PERFORMANCE External Static Air Volume at External Static Air Volume at Pressure Specific Blower Taps(cfm) Pressure Specific Blower Taps(cfm) m.w.g. High Medium Low in.w.g. High Medium Low 0.10 945 840 630.' ' 0:10 1725 1665 - 1605 0.20 890 800 615 0.20 1640 1585 1520 0.30 850 760 595 I 0.30 1550 1495 1435, 0.40 795 705 560 0.40 1455 1400 1350 { `0.50 730' 605 465,° . 0.50 1350 1280 1105 ' NOTE-AII air data measured external to unit with dry coil and 1 inch non-pleated NOTE-All air data measured external to unit with dry coil and 1 inch non-pleated air filter in place. air filter in place. Electric heaters have no appreciable air resistance. Electric heaters have no appreciable air resistance. CBX25UH-030 BLOWER PERFORMANCE CBX25UH-060 BLOWER PERFORMANCE External Static I I Air Volume at External Static Air Volume at Pressure Specific Blower Taps(cfm) Pressure Specific Blower Taps(cfm) in.w.g. High Medium Low in.w.g. High Medium Low E '0.10 •1105. .. 950 820 t .0.10 1785..._. - '1730 .. ...1630 i 0.20 1065 915 780 0.20 1700 1650 1555 j 0.30 1'010 870 745• ; 0.30 1605 1570 1490 0.40 960 825 695 0.40 1505 1455 1390 0.50 900. 660 615. i j 0.50 •, 1390 1370 1280 NOTE-AII air data measured external to unit with dry coil and 1 inch non-pleated NOTE-AII air data measured external to unit with dry coil and 1 inch non-pleated air filter in place. air filter in place. Electric heaters have no appreciable air resistance. Electric heaters have no appreciable air resistance. CBX25UH-036 BLOWER PERFORMANCE External Static Air Volume at Pressure Specific Blower Taps(cfm) in.w.g. High Medium Low i 0.10 1413 1222 998 0.20 1344 1174 962 0.30 . 1281 . 1133 921,: i 0.40 1210 1069 874 0.50 11,41: 1013 821 } NOTE-AII air data measured external to unit with dry coil and 1 inch non-pleated air filter in place. Electric heaters have no appreciable air resistance. CBX25UH.-1.5 to 5 ton Air Handlers I Page 7 ELECTRIC HEAT DATA -------- ---------------- -- ----, -. ----.--, "._-- -___ :- e SINGLE PHASE CBX25UH-018 Input Blower z Minimum 3 Maximum Description Motor Circuit Overcurrent �' Full Load Ampacity Protection volt kW Btuh Amps 2.5'kW ECB25=2:5(12R08) '. 208 1.9"` 6;400 1`.61 `_ . 13 15 t Wire Leads i• 220 2.1, 7,200 1.6 14 15 230 2.3 7,800 1.6 .14 15 { 240 2:5 8;500 1`.6` 15 15 G 5 kW ECB25-5(121145) 208 3.8 12,800 1.6 25 4 25 Terminal Block 220 4.2 14,300 1.6 26 30 ECB25-5CB(121160) 30A Circuit Breaker 230 4.6 15,700 1.6. 27 30 240 5.0 17,100 1.6 28 30 7.5'kW .-EC625=7.5(12R61) ,:-.208 ' 5.6. 19200 1:6 36 °,40 E Terminal Block 220" 6.3 . 21,500 1.6 38 440 ," ! ECB25-7:5CB(12S08) 45ACr'cuit Breaker' 230 . 6.9 • 23,500 . 1.6 ,;. 4Q °40 i i 240 7.5 25,600 1.6 41 45 SINGLE PHASE CBX25UH-024 Blower 2 Minimum 3 Maximum Input Motor Description Full Load Circuit Overcurrent volt kW ' Btuh Amps Ampacity Protection 2.5.kW ECB25-2.5(121108) , 268 1.9 6,400 1.6 13 . 15= Wire Leads -220 2.1 7200, 1.6 14. 15 , t 2.3, _ 7,800 1.6,.,..<... .•F..•. :.1-5. .15 a 240 2.5 = 8,500 1.6 15 15 j 5 kW ECB25-5(121145) 208 3.8 12,800 1.6. 25 425 Terminal Block 220 4.2 14,300 1.6 26 30 ECB25-5CB(121160) 30A Circuit Breaker 230 4.6 15,700 1.6 27 30 240 5.0 17,100 1.6 28 30 7.5 kW ECB25-7.5(121161) 208 &6 19,200 . 1.6 36 440 Terminal Block 220 6.3 21,;500 1.6 38 _ 440 ECB25-7:5CB(12S68),' { 45A Circuit.Breaker 230 6.9, '23,500" •1.6--:` 40 440..._ 240 7.5 25,600 1.6 41 45 10 kW ECB25-10(12S59) 208 6.8 23,000 1.6 43 445 Terminal Block 220 7.6 25,800 1.6 45 445 ECB25-10CB(12860) 60A Circuit Breaker 230 8.3 28,200 1.6 47 450 240 9.0 30,700 1.6 49 450 NOTE-Circuit 1 Minimum Circuit Ampacity includes the Blower Motor Full Load Amps. Electric heater capacity only-does not include additional blower motor heat capacity. 'Refer to National or Canadian Electrical Code manual to determine wire,fuse and disconnect size requirements.Use wires suitable for at least 167T. 3 HACR type breaker or fuse. "Bold indicates that the circuit breaker on"CB"circuit breaker models must be replaced with size shown.See table on page 4. . CBX25UH-1.5 to 5 ton Air Handlers/Page 8 ELECTRIC HEAT.;DATA SINGLE PHASE CBX25UH-030 2 Minimum 3 Maximum Single Point Input Blower Circuit Overcurrent Power Source Motor Ampacity Protection Description Full Load z Minimum 3 Maximum TVoltkW ' Btuh Amps Ckt 1 Ckt 2' Ckt 1 Ckt 2 Circuit Overcurrent Ampacity Protection 2:5 kW" ECB25-2:5(721108) 208 1.9 6,400< 1.9 14 :. ...15.. Wire Leads 220 2.1 7,200 1.9`;.: 14 -- 15 -- - 230 2.3 7;800'.: 1 9 '.15: '',:15:. -- -- --- 240 '.2.5... 8,5p&', - 5 kW ECB25-5(121145) 208 3.8 12,800 1.9 25 --- 425 --- --- --- Terminal Block ECB25-5C6(12R60) 220 4.2 14,300 1.9 26 =-- 30 --- --- --- 30A Circuit Breaker 230 4.6 15,700 1.9 27 --- 30 240 5.0 17,100 1.9 28 --- 30 . --- --- --- 7Z kW EC825-7.5(121161) -208 5.6, -19;200 - �1.9, ; 36=, ' - 4 40 Terminal`Block I ECB25-7:5CB(12508) 220 6.3. ',21;500 1 9 38 - 440 - 45A Clrcult Breaker a 230. 6.9 .235500` `• .1.9° '. 40-- --- 40 -- - i I. ` 7:5 240 25,600 45 10 kW ECB25-10(12S59) 208 6.8 . 23,600 1.9 43 --- 445 --- --- --- Terminal Block ECB25-10CB(12S60) 220 7.6 25,800 1.9 45 --- 445 --- --- --- 60A Circuit Breaker 230 8.3 28,200 1.9 47 --- 4 50 240 9.0 30,700 1.9 49 --- 450 --- --- --- 12.5 kW ECB25-12.5C6(12S77) 208; 9:4 32,000• 1 9 40, 19` 440 °20 :•59 (1)7,60A and (1)-30A Glrcuit i3Peaker-220 10.5 35;800q 1 9 42 20 445 °.20 62". °, ; ._.,•.70, h 230. ;11.5 ,39,200 ' '_.1:9r 44 21:'`. ` p45 : - 425';' .. . 65' ;`7.0: I ti 240 12.5 Z42,600- 1:9; 46 ` 22 °50 s 25 , 67'' 70. 15 kW ECB25-15CB(12S87) 208 11.3 38,400 .1.9 25 45 450 425 70 70 (1)60A and 220 12.6 43,000 1.9 26 48 450 30 74 80 (1)30A Circuit Breaker 230 13.8 47,000 1.9 27 50 450 30 77 80 240 15.0 51,200 F 1.9 28 52 60 1 30 81 90 NOTE-Circuit 1 Minimum Circuit Ampacity includes the Blower Motor Full Load Amps. Electric heater capacity only-does not include additional blower motor heat capacity. :Refer to National or Canadian Electrical Code manual to determine wire,fuse and disconnect size requirements.Use wires suitable for at least 167°F. 3 HACR type breaker or fuse. 4 Bold indicates that the circuit breaker on"CB"circuit breaker models must be replaced with size shown.See table on page 4. CBX25UH=1.5 to 5 ton Air Handlers/Page 9 i'ELECTKIC'HEAT- DATA - SINGLE PHASE CBX25UH-036 2 Minimum 3 Maximum Input Circuit Overcurrent Single Point Blower Ampacity Protection Power Source Description Motor Full Load 2 Minimum 3 Maximum Volt kW ' Btuh Amps Ckt 1 Ckt 2 Ckt.1 Ckt 2 Circuit Overcurrent Ampacity Protection �2.5 kW , ECB25 2 5(121208) 208 -1,9 6,400 ; 2.0114 - 15 = - �. 220 2:1 7,200 2.0 14. - 15 - - 230 .2.3, '7,800.• 2.0 - 240'r 2.5.V 8,500. 2.0 }... 16 . - - 20.:: ..:-`-- -- - 5 kW ECB25-5(121145) 208 3.8 12,800. 2.0 25 --- 425 --- --- --- Terminal Block ECB25-5CB(121160) 220 4.2 14,300 2.0 26 --- 30 --- --- --- 30ACircuit Breaker 230 4.6 15,700 2.0 28 --- 30 240 5.0 17,100 2.0 29 --- 30 --- --- --- i75kW ECB25=7:5.'(12R61) `.208 5.6 `19',200 20 36 . --- 440 .°•- --- -- 5erminal'Block EC825-7:5CB{12S08) 220, _6.3` _21;500 2 0°, 38 - 440 -= - - - A45A-Circuit'Br6aker :`..,. 230 &9. 23,500 2 0` : "40 - 440 -- 240 7.5 25,660 2:0 42, - 45 -- - 10 kW ECB25-10(12S59) 208 6.8 23,000 2.0 43 --- 445 --- --- --- Terminal Block ECB25-10CB(12S60) 220 7.6 25,800 2.0 45 --- 445 --- --- --- 60A Circuit Breaker 230 8.3 28,200 2.0 48 --- 450 240 9.0 30,700 2.0 49 --- 450 --- --- --- . - 912 3200 °4 20 60 (1)60A and F (1)30A Circuit Breaker 220 10.5 35,800 2 0 42 - .20 445 420 •'. 62 - %70 230 115. 39,200 2:0 44: 21 445 4-25 65 70 240 12:5"42,600. ZA'° 461` . 22?` 50 ;4 25 =°68,'`. '70 15 kW ECB25-15CB(12S87) 208 11.3 38,400 2.0 25 45 450 425 70 70 - (1)60A and (1)30A Circuit Breaker 220 12.6 43,000 2.0 26 48 450 30 74 80 230 13.8 47,000 2.0 28 50 450 30 78 80 240 1 15.0 51,200 2.0 29 52 60 30 81 90 NOTE-Circuit 1 Minimum Circuit Ampacity includes the Blower Motor Full Load Amps. Electric heater capacity only-does not include additional blower motor heat capacity. z Refer to National or Canadian Electrical Code manual to determine wire,fuse and disconnect size requirements.Use wires suitable for at least 167°F. 3 HACR type breaker or fuse. "Bold indicates that the circuit breaker on"CB"circuit breaker models must be replaced with size shown.See table on page 4. CBX25UH-1.5 to 5 ton Air Handlers!Page 10 , ;ELECTRIC HEAT DATA SINGLE PHASE CBX25UH-042 2 Minimum 3 Maximum Single Point Input Blower Circuit Overcurrent Power Source Description Motor Ampacity Protection Full Load 2 Minimum 3 Maximum TVoItkW ' Btuh Amps Ckt 1 Ckt 2 Ckt 1 Ckt 2 Circuit Overcurrent Ampacity Protection 2.5 kW ECB25-2.5(121108) 208 1.9 6,400 1.9 14 --- 15 --- --- --- Wire Leads 220 2.1 7,200 1.9 14 --- 15 --- --- --- 230 2.3 7,800 1.9 15 --- 15 --- --- --- 240 2.5 8,500 1.9 15 15 -=- --- --- ' 5 kW ECB25-5(121145) 208 3.8 12,800 1.9 25 --- 425 --- --- --- Terminal Block ECB25-5CB(121160) 220 4.2 14,300 1.9 26 --- 30 --- --- --- 30A Circuit Breaker 230 4.6 15,700 1.9 27 --- 30 240 5.0 17,100 1.9 28 --- 30 --- --- --- 7.5 kW -ECB25-7.5(12R61) 208 5.6 19,200 1.9 36 --- 440 „ --- --- --- Terminal Block ECB25-7.5CB(12S08) 220 6.3 21,500 1.9 38 --- 440 --- --- --- 45A Circuit Breaker 230 6:9 23,500 1.9 40 --- 440 240 7.5 25,600 1.9 41 --- 45 --- --- --- 10 kW ECB25-10(12S59) 208 6.8 23,000 1.9 43 --- 445 --- --- --- Terminal Block ECB25-10CB(12S60) 220 7.6 25,800 1.9 45 --- 4 45 --- --- --- 60A Circuit Breaker 230 8.3 28,200 1.9 47 --- 4 50 --- 240 9.0 30,700 1.9 49 --- 450 --- --- --- •12.5 kW ECB25-12:5CB(12S77) 208 9.4 32,000 1.9 40 19 440 420 59 60 (1)60Aand - (1)30A Circuit Breaker 220 10.5 35,800 1.9 42 20 445 420 62', 70 230 11.5 39,200 1.9 44 21 445 4 25 65 70 240 12.5 42,600 1.9 46 22 450 4 25 67 70 15 kW ECB25-15CB(12S87) 208 11.3 38,400 1.9 25 45 450 4 25 70 70 (1)60A and (1)30A Circuit Breaker 220 12.6 43,000 1.9 26 48 450 30 74 80 230 13.8 47,000 1.9 27 50 450 30 77 80 240 15.0 51,200 1.9 28 52 60 30 81 90 NOTE-Circuit 1 Minimum Circuit Ampacity includes the Blower Motor Full Load Amps. Electric heater capacity only-does not include additional blower motor heat capacity. s Refer to National or Canadian Electrical Code manual to determine wire,fuse and disconnect size requirements.Use wires suitable for at least 167°F. 3 HACR type breaker or fuse. 4 Bold indicates that the circuit breaker on"CB"circuit breaker models must be replaced with size shown.See table on page 4. CBX25UH-1.5 to 5 ton Air Handlers/Page 11 ELECTRIC-HEAT DATA y --------- ---- -- ---- �-------- -------- --- - . - . SINGLE PHASE CBX25UH-048,CBX25UH-060 2 Minimum 3 Maximum Single Point Input Blower Circuit Overcurrent Power Source Description Motor Ampacity Protection Full Load 2 Minimum 3 Maximum Volt kW ' Btuh Amps Ckt 1 Ckt 2 Ckt 1 Ckt 2 Circuit Overcurrent Ampacity Protection 5 kW `' ECB25=5(12R45) 208 '3 8 12;800 3.9 27 --= = 30 i .. Terminal Block , ECB25-5CB(12R60) 220 4:2 14,300 3.9 29 30A Circuit Bleaker 7'.230 4:6 1'51700 3.9, 30' ' -- 30 { 240 5.'0 17,100 3.9 '31 --- 435: --- ---. ' . 7.5 kW ECB25-7.5(121161) 208 5.0 19,200 3.9 39 --- 440 --- --- --- Terminal Block ECB25-7.5CS(12S08) 220 6.3 21,500 3.9 41 --- 45 --- --- --- 45A Circuit Breaker 230 6.9 23,500 3.9 42 --- 45 240 7.5 25,600 3.9 44 --- 45 --- --- --- 16 kW : ECB25-10(12S59) 208 6.8 23,000 3.9 -45 --- 445 -- --- -- •Terminal Block - -ECB25=10CB(12S60) 220 7.6 25,800 3.9 48 --- 4 50 - L' '60A Circuit Breaker ,,. . 230 8.3 28;200, 3.9 50 ---':. 450( -- --•- --- i" 240 9.0 30,700 3.9 52 --.- 60 - E 12.5 kW ECB25-12.5CB(12S77) 208 9.4 32,000, 3.9 42 19 445 420 61 70 (1)60A and (1)30A Circuit Breaker 220 10.5 35,800 3.9 45 20 445 420. 64 70 230 11.5 39,200 3.9 46 21 450 425 67 70 240 12.5 42,600 3.9 48 22 450 425 70 70 ,15 kW ECB25-15CB(12S87) 208 11.3 38,400 3.9 27 45 .: ;450- 30- ' 72 80 (1):60Aand , 1 30ACircuitBreaker 220 12.6' 43,000 3.9 29 48 450 30 76. 80 ( ) ' 230 13.8 47,000 3.9 30 50 450 30 80 80 i 240 15.0 "51,200 3.9 31' 52 60 4 35 83 90 20 kW , ECB25-20CB(12S88) 208 15.0 51,200 3.9 45 50 445 450 95 100 (1)60A and (1)60A Circuit Breaker 220 16.8 57,300 3.9 48 53 450 60 100 100 230 18.4 62,700 3.9 50 55 450 60 105 110 240 20.0 68,200 3.9 52 57 60 60 109 110 NOTE-Circuit 1 Minimum Circuit Ampacity includes the Blower Motor Full Load Amps. Electric heater capacity only-does not include additional blower motor heat capacity. s Refer to National or Canadian Electrical Code manual to determine wire,fuse and disconnect size requirements.Use wires suitable for at least 167T. 3 HACR type breaker or fuse. °Bold indicates that the circuit breaker on"CB"circuit breaker models must be replaced with size shown.See table on page 4. CBX25UH-1.5 to 5 ton Air Handlers/Page 12 � � . DIMENSIONS -; I N K����X � �� 1 SUPPLY AIR OPENING I LOW VOLTAGE LINE VOLTAGE INLETS (Top and Left Side) TOP VIEW | uws VOLTAGE INLETS(Top and Right Side) COVER CIRCL!IT LOW VOLTAGE INLETS BREAKER— L_j (Either Side) � AIR FLOW CONDENSATE DRAIN 3-5/8 SUCTION PIPING PLATE(4) LIQUID EF3 5(1102) LINE FILTER ACCESS � � L~ 1-1m 1/2 ^J L~ 1-1m (29)—~7OPI �°—�� ���� �~- 2� ING OPENING FRONT VIEW SIDE VIEW � CeX25u*'1aome ton Air Handlers/Page 10 DIMENSIONS - UNIT- HORIZONTAL- INCHES (MM) 1-1/8 (29) C J 0. VLOW VOLTAGE INLETS LINE VOLTAGE INLETS (Either Side) 1/2 (Top and Right Side) (13) TOP VIEW CONDENSATE DRAIN PIPING PLATE(4) FILTER (2-1/4 x 3-3/4) ACCESS LOW VOLTAGE 314 1-1/8 INLETS (19) A (29) 1(25) (Top and Right Side) 0 E:1 SUPPLY AIR D LINELIQUID SUCTION OPENING B V 0.AIR FLOW LINE H CIRCUIT BREAKER 1(25) qd E COVER L 0 G 1(25) LINE VOLTAGE 3-5/8 INLETS 1-1/8 (Top and Left Side) (92) 5(102) (29) -*—F--Sw END VIEW FRONT VIEW NOTE-Shipped for horizontal left-hand discharge. May be field converted to horizontal right-hand air discharge by repositioning horizontal drain pan. Dimension 018 024 030 036 042 048-060 in. mm in. mm in. mm in. mm in. mm in. mm A 38 965 40-1/2 1029 43 1092 52-1/2 1334 48 1219 52-1/2 1334 B 15 381 18-1/2 470 18-1/2 470 21-7/8 556 21-7/8 556 21-7/8 556 C 22 559 22 559 22 559 22 559 26-1/4 667 26-1/4 667 D 13 330 16-1/2 419 16-1/2 419 1 19-7/8 505 1 19-7/8 505 19-7/8 1 505 E 14-1/2 368 14-1/2 368 14-1/2 368 14-1/2 368 18-3/4 476 18-3/4 476 F 8 203 8 203 8 203 8 203 9-1/4 235 9-1/4 235 G .5-5/8 143 5-5/8 143 5-5/8 143 5-5/8 143 4-1/2 114 4-1/2 114 H 12-3/4 324 16-1/4 413 16-1/4 413 19-5/8 498 19-5/8 498 �1199-551/88 498 20-:5/8 518 1 20-3/8 .518 20-3/8 1 518 1 20-3/8 518 1 24-5/8 625 24_5/8 1 625 CBX25UH-1.5 to 5 ton Air Handlers I Page 14 i•DIM.ENSION'S ACCESSOrt1ES - INCHES(MM) SIDE RETURN UNIT STAND (Upflow Only) 16 (406) 6 (152) SIDE FRONTWd �I ADJUSTABLE 21-1/4 20(508).to (540) 25(635) ALL UNITS CBX25UH-1.5 to 5 ton Air Handlers/Page 15 REVISIONS ------- --------------- ------ --------F Sections Description of Change Electrical/Electric Heat Data MCA and MOCP values updated for 12.5 and 15 kW electric heaters. c u$ i I ntertek Visit us at www.ldnnox.com LENNf7V7VJX > For the latest technical information,www.LennoxPROs.com Contact us at 1-800-4-LENNOX NOTE-Due to Lennox'ongoing commitment to quality,specifications,Ratings and Dimensions subject to change without notice and without incurring liability. Improper installation,adjustment,alteration,service or maintenance can cause property damage or personal injury. Installation and service must be performed by a qualified installer and servicing agency. ©2018 Lennox Industries,Inc. HAMPTON I. GENERAL 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE AND HOME TECH REPORT ANY DISCREPANCIES TO THE ARCHITECT/ENGINEER FOR CLARIFICATION A PRIOR TO PROCEEDING WITH THE WORK. Architectural Drafting & Design W r ► 4 t:� 2. ARCHITECTURAL,AND STRUCTURAL DRAWINGS MUST BE USED IN CONJUNCTION DURING ALL PHASES OF CONSTRUCTION. CONTRACTOR SHALL REPORT ANY DISCREPANCIES. Box CONNECTION NAILING 3. ALL METHODS OF CONSTRUCTION,NOTES ETC INDICATED ON THE DRAWINGS ARE TO BE �+H E/► p .i�V/i ! L L E�'I r+"�'L� P.O.POB 288 CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. --_- S- Hl AR AL LENGTH G t -- - - -- -- - --- Center Moriches, NY 11934 4. DESIGN CRITERIA: SE' PLANS 1. JOIST TO SILL OR GIRDER, TOENAIL 3-8d A. BUILDING CODES AND DESIGN STANDARDS: - - --- - - - - - ------- - -- -2-8d--- --- THE:BUILDING CODES OF NEW YORK STATE 201;5 INTERNATIONAL BUILL�INGCODE - - I 2. BRIDGING TO JOIST, TOENAIL EACH END one 6)971-4356 ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" - -- - -- - - - Fax(631)287-3170 ,NDS 2015"NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" 3. 1"X 6"(25 mm X 152 mm)SUBFLOOR OR LESS TO JOIST,FACE tiAIL 2-8d ACI 318-14"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" j B. LIVE LOADS PROJECT: ROOF LIVE LOAD 20 PSF 4. WDER THAN 1"X 6"(25 mm X 203 mm)SUBFLOOR TO EACH JG.:;T, FACE NAIL 3-8d LIVING/SLEEPING AREAS 40 PSF 5. 2"(51 mm)SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE'MAIL 2-16d ADDITION C. DEAD LOADS - WEIGHT OF STRUCTURE D. SNOW LOAD LEVEL-2 - 6. SOLE PLATE TO JOIST OR BLOCKING,TYPICAL FACE NAIL 16d @ 16"(406 mm)O.C. - GROUND SNOW LOAD,Pg= 25 PSF I _- - SNOW IMPORTANCE FACTOR,Is= 1.0 - - T JOIST IN E A S - SOLE PLATE TO JO OR BLOCKING,@ BRACED WALL F,NEL 3 16d PER 16"(406 mm) 50 Lighthouse Rd - SNOW EXPOSURE FACTOR Ce= 1.0 SNOW TEMPERATURE FACTOR,Ct- 1.0 g - Southold NY 11971 7 TOP PLATE TO STUD AND NAIL 2-16d - FLAT ROOF SNOW LOAD,P7= 18 PSF -DESIGN PROCEDURE:ALL HEIGHTS METHOD E. WIND LOAD - - - - -- - - - ----- - 8. STUD TO SOLE PLATE 4-8d,TOENAIL OR 2-16d, END NAIL ENGIN------- --- - . -RISK CATEGORY ENGINEER: -SERVICE WIND VELOCITY,Wit= 128 mph - - -WIND DIRECTIONALITY FACTOR,Kd= .85 9. DOUBLE STUDS, FACE NAIL 16d @ 24"(610 mm)O.C. MODERN -WIND TOPOGRAPHY FACTOR,t(zt= 1.0 -WIND EXPOSURE a 10. DOUBLED TOP PLATES, TYP FACE NAIL 16d @ 16"(406 mm)O.C. -MEAN ROOF HEIGHT,H= 15' - _ _ __ __ - - -' 4 r - _ - STRAP,WHERE INDICATED ISTRU U RAL -WIND VELOCITY PRESSURE COEFFICIENT,Kz--.57 -VELOCITY PRESSURE AT MEAN ROOF HEIGHT,qh-;20.3 psf DOUBLE TOP PLATES, LAP SPLICE 8-16d I - - - - - - ----� F. UNDER INO CIRCUMSTANCES SHALL THE CONSTRUCTION LOAD ON THE STRUCTURE I I ; , I BLOCK ALL JOINTS,TYP EXCEED THE DESIGN LOAD WITHOUT WRITTEN PERMISSION FROM THE ATL: USE VERTICAL 11. BLOCKING BETWEEN JOISTS OR TOP PLATES,TOENAIL 3-8d ENGINEERING WE STRUCTURAL ENGINEER OF RECORD. SHEATHING TO AVOID - - - - -- - - - - ---- --- - ------ ---� 5. FOUNDATIONS . BLOCKING j 12. RIM JOISTS TO TOP PLATE, TOENAIL 8d @ 6" (152 mm) O.C. 17 PARKER RD I THE FOUNDATIONS HAVE BEEN DESIGNED FOR AN ALLOWABLE BEARING PRESSURE OF - ARLBROO - - - -- - - M UGH, CT 06447 3,000 PSF 13. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d � Phone(860)295-3818 � j VWWV.MODERNSTRUCTURLAENG.COM III CONCRETE ✓ 14. CONTINUOUS HEADER, TWO PIECES 16d @ 16"(406 mm)O.C.ALONG EACH EDGE I 1. CONCRETE CONSTRUCTION SHALL COMPLY WITH ACI 318-11 BUILDING CODE REQUIREMENTS - - - - - - - - - - -- -- --- - - ---j FOR STRUCTURAL CONCRETE. 15. CEILING J,: �STS TO PLATE, TOENAIL 3-8d ' ENGINEER'S STAMP. 2. LOCATION CONCRETESTRENGTH_ MAX W/CM RATIO _ I FOOTIN13S&FROST WALLS 4,000 PSI .50 SLAB ON GRADE 3,000 PSI .50 I � , ' 16. CONTINUOUS HEADER TO STUD, TOEN,ML 4-8d ' 3. CONCRETE EXPOSED TO AIR OR WEATHER SHALL BE AIR ENTRAINED. i 4. PROTECTIVE.COVER FOR REINFORCING: 17. CEILING JOISTS LAPS OVER PARTITIONS, FACE NAIL 3-16d CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3 I I C " , CONCRETE EXPOSED TO EARTH OR WEATHER: 11 #513AR AND SMALLER: 1.5" FOUNDATION,SEE PLANS 18. CEILING JOISTS TO PARALLEL RAFTEW3, FACE NAIL 3-16d #6BARANDLARGER: T LEVEL-1 - - - - -- - --- -- ---- CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND. 3/4 - --- 5. STANDARD REINFORCING BARS SHALL COMPLY WITH ASTM A615-GR 60 SPECIFICATIONS FOR 19. RAFTER TO PLATE, TOENAIL 3-8d DEFORMED BILLET STEEL BARS FOR CONCRETE REINFORCING WITH A MINIMUM YIELD - -- STRENGTH,Fy-60 KSI. C C 20, 1"(25 rnm)BRACE TO EACH STUD AND PLATE, FACE NAIL 2-8d - 6. PROVIDE KE►'S AT ALL CONSTRUCTION JOINTS,UNLESS OTHERWISE NOTED ON PLANS. $ - 7. WHEN REINFORCING IS SHOWN CONTINUOUS IN GRADE BEAMS,WALLS,BEAMS,SLABS, - 21. 1"x8"(25 mm X 205 mm)SHEATHING OR LESS TO EACH BEAR110, FACE NAIL 2-8d REVISION S: NS• ETC.,SPLICE REINFORCING ONLY WHEN UNAVOIDABLE DUE TO STOCK LENGTHS,UNLESS � I i __ - _ -_ - - - _--- � OTHERWISE SHOWN.STAGGER ALL SPLICES A MINIMUM OF 4'-0". LOCATE TOP BAR SPLICES WITHIN'fHE MIDDLE HALF OF THE SPAN.LOCATED BOTTOM BAR SPLICES AT THE w j THAN 1 5 mm m 1.N3-8d - -- -- ---- -----_- -` 22 WIDER 'k8"(2 X 203 m)TO EACH BEARING FAG� AIL � SUPPORTS OR BETWEEN THE SUPPORT AND 1/2 OF THE SPAN,UNLESS OTHERWI� NOTED. 23 BUILT-UP- 16d @ 24" (610 mm) O.C. 1 - - -- 8. REINFORCING BAR DEVELOPMENT LENGTH(Ld)AND TENSION LAP SPLICE SHALL BE IN ® I Cn _ 'T UP CORNER STUD ACCORDANCE WITH THE TABLE SHOWN IN THE TYPICAL DETAILS. Uj i - -- - - ------ ------ ---- --- ----- 9. COMPRESSION BAR EMBEDMENT SHALL BE 22 BAR DIAMETERS,AND COMPRESSION BAR LL,:I , ` ^IMPSON LPT4 CILIr , ,> j 24. BUILT-UP GIRDER & BEAMS 20d @ 32"(813 mm) O.C. @TOP AND LAP SPLICE SHALL BE 30 BAR DIAMETERS. - -- - - - - -- ---- - --- m (f� -'�•�� f _ - - �p -•� , - SEE SHEAR WALL - 10. HORIZONTAL.CONSTRUCTION JOINTS IN WALLS AND BEAMS ARE NOT PERMITTED UNLESS LLJp i I3l�� L a'.� �A W �1 ELEVA 10 N SHEDULE FOR BOTTOM &STAGGERED 2-20d SHOWN ON DRAWINGS. - 11. CHAMFER EXPOSED CONCRETE CORNERS 45 DEGREES AND 3/4",UNLESS OTHERWISE �P 1 ®�� SPACING @ ENDS AND @EACH SPLICE NOTED. 12. ALL NECESSARY SLEEVES AND INSERTS ARE TO BE FURNISHED AND PLACED BY THE ------ - - - ------ --- --- 25. 2" (55 mm) PLANKS 2-16d @EACH BEARING VARIOUS TRADES IN FULL COOPERATION WITH THE CONTRACTOR. 13. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE ARCHITECTURAL, / SHEAR WALL DETAILS 26 WOOD STRUCTURAL PANELS AND PARTICLEBOARD 1/2 1 -0 _ I' . . � _ ' MECHANICAL,ELECTRICAL,AND PLUMBING DRAWINGS,THESE DRAWINGS SHALL BE 2 „ _ „ REFERRED TO FOR SIZES AND LOCATIONS OF OPENINGS,BENTS,PIPES, INSERTS,AI;J - ' SUBFLOOR, ROOF AND WALL SHEATHING(TO FRAMING)(1"=25.4 mm) HANGERS. 14. CUT NO BARS,OMIT NO BARS ON ACCOUNT OF SLEEVES OR DUCT OPENINGS IN FLOORS 1/2" AND LESS 6d (5) OR WALLS EXCEPT AS SPECIFICALLY DETAILED ON DRAWINGS. BARS MAY BE MOVET,ASIDE, WITHOUT CHANGE OF DEPTH OR LEVEL. ® 19/32" - 3/4" 8d (4) OR 6d (5) 15. ALL CONCRETE SURFACES SHALL BE COMPLETELY CLEANED OF ANY DIRT,TRASH,OR ANY SHEAR WALL NAILING OTHER CONTAMINATION TO THE SURFACE PRIOR TO PLACING NEW CONCRETE. SHEAR WALL TYPE NAIL SIZE EDGE Nr+IL SPACING SOLE NAIL SPACING LPT4 SPACING FDN DOWEL SPACING NOTES j 7/$" - 1" $d (5) --- ------------ --- ------ ---- - --- - - 16. ALL SEALANT SHALL BE SIKAFLEX-2C NS BY SIKA CORPORATION OR A PRODUCT DEEMED j 1 1/8" - 1 1/4" 10d (4) OR 8d (5) EQUAL BY THE ENGINEER,ALL COMPRESSIBLE JOINT FILLER SHALL BE DECK-O-SEAL'S 1 SD 6" 6' 24 48" j ------------------- DECK-O-FORM EXPANSION JOINT FILLER ORA PRODUCT DEEMED EQUAL BY THE COMBINATION SUBFLOOR-UNDERLAYMENT(TO FRAMING)(1"=25.4 mm) ENGINEER. 2 8D 2" 2" 10"EA SIDE $" SHEATH BOTH SIDES OF WALL � 3/4" AND LESS 6d (5) 17. CONTRACTOR SHALL SUBMIT FOR APPROVAL PLANS AND/OR ELEVATIONS INDICATING THE LOCATION OF ALL CONTROL JOINTS AND CONSTRUCTION 7/8" - 1" 8d (5) JOINTS IN CIP WALLS AND SLABS. NOTES: - -- - ----- ------- - 1.SEE TYPICAL SHEAR WALL ELEVATION AND SECTIONS FOR MORE 1 1/8" - 1 1/4" 10d (4) OR 8d (5) GENERAL NOTES INFORMATION. ---- - ----- ------- --- ---------- 1 ---- ---- ------- --- ---- -- --- - 1 }- --- --- - - ---- 2.SHEAR WALL SHEATHING TO BE MINIMUM 15/32"WOOD STRUCTURAL 27. PANEL SIDING (TO FRAMING) 1/4" = 1'-0" PANELS-SHEATHING GRADE 3.FIELD NAIL SPACING TO BE 6"MAX 1/2" (13 mm) OR LESS 6d (6) 5/8" (16 mm) 8d (6) ----- ------ -- -- - - --- ---- � . SHEAR WALL NAILING - -- - - - - - --- -- -------- --- ---- - -------- --- 28. FIBERBOA,.' SHEATHING 3/8" = 1'-0" - 1/2" (13 mm) --- -- ------ - --- - ---NO. 11 GA. (6) j 6d. (4) DATE: 15 MARCH 2O19 4'V.T.R. NO. 16 GA. (9) 20/32" (20 mm) NO. 11 GA. (8) SCALE: As indicated BATH _ 8d (4) DRAWN BY: ------Author -- ----------- NO. 16 GA. (9) 10d NAIL,SEE - - - --- - - - -- ----------- - -- SHEAR WALL ( CHECKED BY: Checker SHEDULE FOR 29. INTERIOR PANELING SPACING _ - 2"V 'r'Y ,• }" 1/4" (6.4 MM) 4 d. (10) 3/8" 9.5 MM 6d 11 DRAWING SIMPSON LPT4, �- r TITLE: SEE SHEAR WALL �- -- ------ TUB SHEDULE FOR NAILING SCHEDULE SPACING - -- - - --- - - - -------- r 3' ' 1/4" = 1'-0" --- - II I! SIMPSON LSTA12 STRAP, 1/2"0 FDN DOWEL; - - - �- '- SEE SHFJ�R WALL _ TYPICAL SCHEDULE FOR RIDGE BOARD OR RIDGE BEAM BATH GENERAL NOTES J LENGTH AND SPACING °• ROOF F AFTER & DETAILS ry *3i• �'y 4'FRESH AIR VENT " E�^j''�')v5 ! $ r FDN WALL--- TUB ,� o ., Y,,�. w c SHEET: 6 TYPICAL RIDGE CONNECTION TYPICAL WALL CONNECTION 3/4" CC TO APPROVLD SANITARY XH C.J HOUSE TRAP 000 PLUMBING RISER DIAGRAM J„+r 2/17/201R ln-117.10 PM HAMPTON HOME TECH -- - - - Architectural Drafting & Design - -- -- -- P.O. Box 288 EXISTING HOUSE - _ Center Moriches, NY 11934-- EXISTING ; _ - FOUNDATION KITCHEN - Phone(516)9 71-4356 e Fax(631)287-3170 — — 00 = PROJECT: W 8 CMU BLOCK4— NEW - ADDITION FOUNDATION WALL _ _ - CAVITIES EVERY 2' o `O - - - -- FILLED - c W/#5 REBAR ON 24"x10" CO NEW 7 FOOTING w/2#5 REBAR m _ r 2x8 ROOF RAFTERS @ 16"O.C. - -- - -_ -- c� _ _ o o - 9 /1 -o -- s /1-o - 50Lighthouse Rd FOUNDATION Southold NY 11971 u grout o cou I - -y9 I N I r _ 06� NEW ENGINEER: `� LAUNDRY/ �► j __ _ t - - 8 0 8 T-- - - - _ MODERN MUD ROOM s - 41 BENCH fi T - 2x8 FLOOR - - - �' - - 11 2x6 CEILING JOISTS @ 16"O.C. STRUCTURAL JOISTS @ 16"O.C. o - - ' ` @ 9'FOR VAULTED CEILING i 0'-59/2" 5'-7" 0'-51/2" ENGINEERING BASEMENT 6'-6" �} 1' / � RIDGE -- - ----- - - - -- --- - - - 17 PARKER RD 1/4" = 1'-0" 1/4" = 1'-0" MARLBROOUGH,CT 06447 Phone(860)295-3818 WVWV.MODERNSTRUCTURLAENG.COM FIRST FLOOR ROOF PLAN - - - - - 1/4 - 1 0 1/4" = 1'-0" ENGINEER'S STAMP: REVISIONS: - SIMPSON STRAPPING ACROSS —- ----ROOF PLAN - ROOF PLAN RAFTER TO RAFTER --- — ---- ------ - — - -- . --- --- 2Ga O" 20' _ " RIDGE 8 8 j/� H2.5 HURRICANE CLIP EACH A-1.o . -- ;- -- — -- ---- --- -- _. A-1.0 j op. ��8 RAFTER @ WALL -- - — M1_ ------------ "---__ '- ---- - - - - / ATTIC ROOF - 4?� 0P . . 2x8 RAFTERS @ 16"O.C. ---- - - --- - -- 2x6 C.J. @16"O.C. T.O. PLATE R-32 BATT INSULATION -- --- RIDGE 111 - 011 Oil _._.__ -.. - - - - -- - --:---�._------- RIDGE j - -- - - $� _ 1�� � 1/2"PLYWOOD SHEATHING --- -- -- --------- --- -- -- — I 30# FELT PAPER ROOF SHINGLES TO MATCH HOUSE ». - -- --- --- - --- -- RIDGE VENT _.L - - - - - _- - - -- ----- CONTINUOUS SOFFIT VENT -- -- _ T O PLATE �, T.O. PLATE -- - 8 1 \� ;' 8' - 1' WALLS 1 1/2"GYP. BOARD 2 X 6 STUDS @ 16"O.C. --li -- R-19INSULATION - - - '� 1/2"PLYWOOD SHEATHING NEW LAUNDRY 15#FELT PAPER OR SIDING TO MATCH HOUSE DATE: 15 MARCH 2O19 3068 DOOR FIRST FLOOR FLOOR SCALE. s indicated DRAWN BY --- - ------ ------ 7 - r Author I FOUNDATION ----- - - ---- -- -- ----1 3/4 CDX SUB-FLOOR -�- CHECKED BY r n . 1 FIRST FLOOR 8 CMU FOUNDATION WALL Checker - - - - -- _ .-� 8 X 16 P C FOOTING - --- - - -- - --- --- - - - --- n 1 T — ---. -- oil Q --i � -� 1 -�- ---1 - - - � WARM&DRY WATERPROOFING - � 2x10 DF F.J.@16' O.C. - - - ---- �_ SILL SEALER TREATED SILL PLATE DRAWING - - - -- - - --� .. - -- - - _- -- - - ..COP R TEX"TERMITE SHIELD - - - �_y ---.. - _ r ! - - - , - TITLE: BASEMENT — BASEMENT ® 1 A MAX. of 5'APART -_ _ __ ® - i ---I _' 1/2"X 16"ANCHOR BOLTS -8 - 0 -$ Q ` 1 &A MIN. OF 12"FROM ENDS Fully grout top course PLANS NEW CRAWL SPACE 1 - �- - ELEVATIONS & - -- - l SECTION East ----- ------ 5 North-- , „ I _ -- -- 7 , West- �_ �, i � �� 1/4 1 0 1/4 1 Q q �" N N1L)l 0 SHEET: cc � 8 Section 1 F, + ,, �. ?/17/2f)11a 1fa'17-11 PM STRUCTURAL NOTE:> HAMPTON CONNECTION NAILING I. GENERAL 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE AND REPORT ANY DISCREPANCIES TO 1. JOIST TO SILL OR GIRDER, TOENAIL HOME TECH THE ARCH ITECT/E:NGINEER FOR CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK. 3-8d 2. ARCHITECTURAL,AND STRUCTURAL DRAWINGS MUST BE USED IN CONJUNCTION DURING ALL PHASES OF 6" DIAMETER _ 10d NAIL,SEE 2. BRIDGING TO JOIST, TOENAIL EACH END _ (_ R Architectural Drafting & Design CONSTRUCTION. CONTRACTOR SHALL REPORT ANY DISCREPANCIES. SHEAR WALL YE, D F CONSTRUCTION NOTES ETC INDICATED ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL 3. ALL METRO S 0 S P.O. Box 288 HEDULE FOR SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. SPACING 3. 1"X 6"(25 mm X 152 mm)SUBFLOOR OR LESS TO JOIST,FACE NAIL Center Moriches, NY 11934 4. DESIGN CRITERIA: A. BUILDING CODES AND DESIGN STANDARDS: REFLECTIVE WHITE - THE BUILDING CODES OF NEW YORK STATE REFLECTIVE RED 4. WIDER THAN 1"X 6"(25 mm X 203 mm)SUBFLOOR TO EACH JOIST, FACE NAIL 3-8d � 2015 INTERNATIONAL BUILDING CODE PANTONE#187 Phone (516)971-4356 °'�� � � � SIMPSON LPT4 CLIP, CI " 5. 2'(51 mm)SUBFLOOR TO JOIST OR GIRDER,BLIND AND FACE NAIL !O -a'h�r 2-16d Fax (631) 287-3170 - ASCE 7-'10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES SEE SHEAR WALL - NDS 2015"NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" SHEDULE FOR 6. SOLE PLATE TO JOIST OR BLOCKING,TYPICAL FACE NAIL 16d @ 16"(406 mm)O.C. - ACI 318-14"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" SPACING � SOLE PLATE TO JOIST OR BLOCKING,@ BRACED WALL PANELS 3-16d PER 16"(406 mm) PROJECT: B. LIVE LOADS ROOF LIVE LOAD 20 PSF - LIVING/SLEEPING AREAS 40 PSF 10d NAIL,SEE ADDITION & C. DEAD LOADS SHEAR WALL 7. TOP PLATE TO STUD AND NAIL 2-16d WEIGHT OF STRUCTURE SHEDULE FOR I D. SNOW LOAD SPACING RENOVATION GROUND SNOW LOAD,Pg= 25 PSF 8. STUD TO SOLE PLATE 4 8d,TOENAIL OR 2 16d, END NAIL SNOW IMPORTANCE FACTOR,Is= 1.0 SNOW EXPOSURE FACTOR,Ce= 1.0 SIMPSON LPT4 CLIP, 9. DOUBLE STUDS, FACE NAIL - 50 Lighthouse Rd SNOW TEMPERATURE FACTOR,Ct= 1.0 SEE SHEAR WALL 16d @ 24"(610 mm)O.C. - FLAT ROOF SNOW LOAD,Pf= 18 PSF SHEDULE FOR Southold NY 11971 H 10. DOUBLED TOP PLATES, TYP FACE NAIL 16d @ 16"(406 mm)O.C. E. WIND LOAD SPACING -DESIGN PROCEDURE:ALL HEIGHTS METHOD 1/21 DOUBLE TOP PLATES, LAP SPLICE 8-16d ENGINEER: -RISK CATEGORY II 1/2"0 FDN DOWEL, STROKE -SERVICE WIND VELOCITY,Vult= 136 MPH SEE SHEAR WALL The construction type -WIND DIRECTIONALITY FACTOR,Kd= .85 - designation shall be 11. BLOCKING BETWEEN JOISTS OR TOP PLATES,TOENAIL 3_8d MODERN -WIND TOPOGRAPHY FACTOR, Kzt= 1.0 SCHEDULE FOR "I",Oil","Ill","1V"or"V" LENGTH AND 4 classification indicate the construction 12. RIM JOISTS TO TOP PLATE, TOENAIL 8d 6" 152 mm O.C. -WIND EXPOSURE B SPACING - <•< - classification of the @ ( ) -MEAN ROOF HEIGHT,H= 15 STRUCTURAL structure under -WIND VELOCITY PRESSURE COEFFICIENT,Kz=.57 d.- �-- - DESIGNATION FOR STRUCTURAL -VELOCITY PRESSURE AT MEAN ROOF HEIGHT,qh=23 PSF(ULT) section 604 of the BCNYS COMPONENTS THAT ARE OF F. UNDER NO CIRCUMSTANCES SHALL THE CONSTRUCTION LOAD ON THE STRUCTURE EXCEED THE DESIGN LOAD 13. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d WITHOUT WRITTEN PERMISSION FROM THE STRUCTURAL ENGINEER OF RECORD. TRUSS TYPE CONSTRUCTION ENGINEERING aF» FLOOR FRAMING,INCLUDING 14. CONTINUOUS HEADER, TWO PIECES 16d @ 16"(406 mm)O.C.ALONG EACH EDGE ` ■ GIRDERS AND BEAMS 17 PARKER RD 5. FOUNDATIONS FDN WALL THE FOUNDATIONS HAVE BEEN DESIGNED FOR AN ALLOWABLE BEARING PRESSURE OF 3,000 PSF "Roy ROOF FRAMING 15. CEILING JOISTS TO PLATE, TOENAIL 3-8d MARLBROOUGH, CT 06447 TYPICAL SHEAR WALL SECTION 6BUILDIN]G "FR" FLOOR AND ROOF FRAMING 16. CONTINUOUS HEADER TO STUD, TOENAIL 4-8d Phone (860)295-3818 III CONCRETE 5 _ STANDARDS AND CODES 1. CONCRETE CONSTRUCTION SHALL COMPLY WITH ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL 3/4" = 1'-0" WWW.MODERNSTRUCTURLAENG.COM ,,17. CEILING JOISTS LAPS OVER PARTITIONS FACE NAIL 3-16d CONCRETE.2. LOCATION CONCRETE STRENGTH MAX W/CM RATIO ENGINEER'S STAMP: FOOTINGS 8.FROST WALLS 4,000PSI .50 FIRE SAFTY ENGINEERED WOOD DECAL 18. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-16d SLAB ON GRADE 3,000 PSI .50 3. CONCRETE EXPOSED TO AIR OR WEATHER SHALL BE AIR ENTRAINED. 4. PROTECTIVE COVER FOR REINFORCING: 19. RAFTER TO PLATE, TOENAIL 3-8d CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" CONCRETE EXPOSED TO EARTH OR WEATHER: 20. 1"(25 mm)BRACE TO EACH STUD AND PLATE, FACE NAIL 2-8d #5 BAR AND SMALLER: 1.5" #6 BAR AND LARGER: 2" CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND: 3/4" 21. Vx8"(25 mm X 205 mm)SHEATHING OR LESS TO EACH BEARING,FACE NAIL 2-8d 5. STANDARD REINFORCING BARS SHALL COMPLY WITH ASTM A615-GR 60 SPECIFICATIONS FOR DEFORMED BILLET STEEL BARS FOR CONCRETE REINFORCING WITH A MINIMUM YIELD STRENGTH,Fy=60 KSI. 6. PROVIDE KEYS AT ALL CONSTRUCTION JOINTS,UNLESS OTHERWISE NOTED ON PLANS. 22. WIDER THAN 1"x8"(25 mm X 203 mm)TO EACH BEARING, FACE NAIL 3-8d 7. WHEN REINFORCING IS SHOWN CONTINUOUS IN GRADE BEAMS,WALLS,BEAMS,SLABS,ETC.,SPLICE REINFORCING ONLY WHEN UNAVOIDABLE DUE TO STOCK LENGTHS, UNLESS OTHERWISE SHOWN.STAGGER ALL SPLICES A MINIMUM OF 23. BUILT-UP CORNER STUDS 16d @ 24" (610 MM) O.C. 4'-0". LOCATE TOP BAR SPLICES WITHIN THE MIDDLE HALF OF THE SPAN.LOCATED BOTTOM BAR SPLICES AT THE SUPPORTS OR BETWEEN THE SUPPORT AND 1/2 OF THE SPAN,UNLESS OTHERWISE NOTED. 24. BUILT-UP GIRDER & BEAMS 20d @ 32" (813 mm) O.C. @ TOP AND REVISIONS: 8. REINFORCING BAR DEVELOPMENT LENGTH(Ld)AND TENSION LAP SPLICE SHALL BE IN ACCORDANCE WITH THE TABLE - SHOWN IN THE TYPICAL DETAILS. BOTTOM & STAGGERED 2-20d 9. COMPRESSION EAR EMBEDMENT SHALL BE 22 BAR DIAMETERS,AND COMPRESSION BAR LAP SPLICE SHALL BE 30 BAR SEE TYPICAL SHEAR DIAMETERS. SHEAR WALL LENGTH WALL @ENDS AND @EACH SPLICE 10. HORIZONTAL CONSTRUCTION JOINTS IN WALLS AND BEAMS ARE NOT PERMITTED UNLESS SHOWN ON DRAWINGS. 11. CHAMFER EXPOSED CONCRETE CORNERS 45 DEGREES AND 3/4",UNLESS OTHERWISE NOTED. SEE PLANS SECTION 25. 2" (55 mm) PLANKS 2-16d @ EACH BEARING 12. ALL NECESSARY SLEEVES AND INSERTS ARE TO BE FURNISHED AND PLACED BY THE VARIOUS TRADES IN FULL COOPERATION WITH THE CONTRACTOR. 26. WOOD STRUCTURAL PANELS AND PARTICLEBOARD. 13. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE ARCHITECTURAL,MECHANICAL,ELECTRICAL,AND PLUMBING DRAWINGS,THESE DRAWINGS SHALL BE REFERRED TO FOR SIZES AND LOCATIONS OF OPENINGS,BENTS, SUBFLOOR,ROOF AND WALL SHEATHING(TO FRAMING)(1"=25.4 mm) PIPES, INSERTS,AND HANGERS. 14. CUT NO BARS,OMIT NO BARS ON ACCOUNT OF SLEEVES OR DUCT OPENINGS IN FLOORS OR WALLS EXCEPT AS 1/2" AND LESS 6d (5) SPECIFICALLY DETAILED ON DRAWINGS. BARS MAY BE MOVED ASIDE,WITHOUT CHANGE OF DEPTH OR LEVEL. 19/32" - 3/4" 8d (4) OR 6d (5) 15. ALL CONCRETE SURFACES SHALL BE COMPLETELY CLEANED OF ANY DIRT,TRASH,OR ANY OTHER CONTAMINATION TO THE SURFACE PIRIOR TO PLACING NEW CONCRETE. STAGGER 7/8" - 1" 8d (5) 16. ALL SEALANT SHALL BE SIKAFLEX-2C NS BY SIKA CORPORATION OR A PRODUCT DEEMED EQUAL BY THE ENGINEER,ALL COMPRESSIBLE JOINT FILLER SHALL BE DECK-O-SEAL'S DECK-O-FORM EXPANSION JOINT FILLER OR A PRODUCT SHEATING 1 1/8" - 1 1/4" 10d (4) OR 8d (5) DEEMED EQUAL BY THE ENGINEER. JOINTS, TYP COMBINATION SUB FLOOR-UND E RLAYMENT(TO FRAMING)(V=25.4 mm) 17. CONTRACTOR SHALL SUBMIT FOR APPROVAL PLANS AND/OR ELEVATIONS INDICATING THE LOCATION OF ALL CONTROL LEVEL-2 JOINTS AND CONSTRUCTION JOINTS IN CIP 3/4" AND LESS 6d (5) WALLS AND SLABS. 1 1/8" - 1 1/4" 10d (4) OR 8d (5) 27. PANEL SIDING (TO FRAMING) STRAP, WHERE INDICATED 1/2" (13 mm) OR LESS 6d (6) 5/8" (16 mm) 8d (6) 28. FIBERBOARD SHEATHING ' HEADER, SEE PLANS BLOCK ALL JOINTS, TYP 1/2" (13 mm) NO. 11 GA. (6) ATL: USE VERTICAL 6d. (4) SIMPSON CS16 STRAP EA SHEATHING TO AVOID NO. 16 GA. (9) SIDE, T&B ALL OPENINGS, BLOCKING 20/32" (20 mm) NO. 11 GA. (8) FULLY BLOCK BEHIND DOUBLE STUD AT ENDS 8d (4) OF NO. 16 GA. (9) SHEAR WALL, JOIN W. 10d DATE: 15 MARCH 2O19 4. NAILS @ 9" O.C. EA SIDE 29. INTERIOR PANELING OF POST SCALE: As indicated 1l4" (6.4 MM) 4 d. (10) HOLD DOWN, WHERE INDICATED ON PLANS, 3/8" (9.5 MM) 6d (11) DRAWN BY: Author SEE CHECKED BY: SCHEDULE FOR SIZE 2 NAILING SCHEDULE Checker OIL LEVEL-1 FOUNDATION, SEE PLANS SHEAR WALL WAILING DRAWIN SHEAR WALL TYPE NAIL SIZE EDGE NAIL SPACING SOLE NAIL SPACING LPT4 SPACING FDN DOWEL SPACING NOTES G SWA ALL NEW WALLS 8D 6" T 36" 60" SEE PLANS a 7 TITLE: d o d d STRUCTURAL ° - °? "y '� e ° d odd 9? Q •Q,< 4 c, .� a ° a d dQ d•• z o Q: a a-d° a; NOTES & w = . `a. -Qb °d d 4 _ p ANCHOR ROD, SEE NOTES; U d 1.SEE TYPICAL SHEAR WALL ELEVATION AND SECTIONS FOR MORE o d SCHEDULE FOR LATERAL INFORMATION. m W SIZE < 2.SHEAR WALL SHEATHING TO BE MINIMUM 15/32"WOOD STRUCTURAL DETAILS PANELS-SHEATHING GRADE Lu ,C�,Of NEVy yo 3.FIELD NAIL SPACING TO BE 6"MAX co�P��oN SHEAR WALL. NAILING Z O * SHEET: 4 * S'"°4 in 12" = 1'-0" �-- O Cr 3 TYPICAL SHEAR WALL ELEVATION J - � U 1/211 = 1 0 2`rFpR No 0941 9 FE pNA 000 5/8/201 9 1 0:37:49 AM , - HAMPTON ` HOME TECH / \ Architectural Drafting & Design P.O. Box 288 Center Moriches, NY 11934 DRAWING LIST ' Sheet Number Sheet Name Phone(516) 971-4356 i / \ Fax (631) 287-3170 - ` A-0.0 STRUCTURAL NOTES & LATERAL DETAILS / \ A-0.1 SITE PLAN PROJECT: A-1.0 BASEMENT & FIRST FLOOR PLANS ADDITION & - A-1.1 SECOND FLOOR AND ROOF PLANS RENOVATION \ - A-2.0 ELEVATIONS / A-2.1 ELEVATIONS 50 Lighthouse Rd / / \ A-3.0 SECTIONS Southold NY 11971 / \ A-3.2 PERGOLA SECTIONS AND DETAILS A-3.3 SPECIFICATIONS ENGINEER: S-1.1 FRAMING DETAILS MODERN / STRUCTURAL ` ENGINEERING 17 PARKER RD / \ MARLBROOUGH, CT 06447 / \ Phone (860) 295-3818 , / \ WWW.MODERNSTRUCTURLAENG.COM / \ ENGINEER'S STAMP: , 00 / REVISIONS: ti \ o ` .� a� 00 / / DATE: 15 MARCH 2O19 \ , SCALE: 3/64" = 1'-0" / DRAWN BY: Author / 526 CHECKED BY: Checker DRAWIN TITLE: SITE PLAN Of N w ya O �c x SHEET: � W \ - / sFp No 09�1° SNP $ SITE _ ` � - � A � (10 1 3/64.. - 1�-0�� 5/8/201 9 1 0:37:50 AM 6'-6" HAM PTON _ HOME TECH CV , Architectural Drafting & Design BENCH 2 o P.O. Box 288 _ -- A-3.0 Center Moriches, NY 11934 RV N WINDOWS SCHEDULE "\ MA I 3� 0 Phone (516)971-4356 Egress �\ W _ Fax (631) 287-3170 WT Model Width Height Quantity Window TLA DR / p :A OOM c � PROJECT: 23 CUDH NG3028 2 8 5 - 0 11 Yesco NIN ADDITION & 24 CUDH-NG3028 2' - 9" 4' - 6" 2 Yes �� (2)-2x10 HEADER 'NEW STONE PATIO. = �, �, RENOVATION 25 CUDH NG3028 2 0 3 - 6 2 Yes t�I • � ,. - ' - , , � , -, , 26 CUDH-NG3028 2' - 0' 3' - 0" 4 Yes a t� ' • - 6 26 25 27 CUDH-NG3028 2' - 6" 3' - 8" 1 Yes 4/ — VA 50 Lighthouse Rd '28 CUDH-NG3028 2' - 0" Southold NY 11971 2' - 8" 2 Yes � 2668 - ' -• •_ '"•- • •, � .- , - - • -,' , , -• ' • - - ; �- • � • - - . ..- • ,•, 29 CUDH-NG3028 2' - 5" 3' - 4" 2 Yes 5' - 11" ENGINEER: 30 CUDH-NG3028 2' - 5" 4' - 0" 4 Yes EXISTING 31 CUDH-NG3028 2' - 5" 3' - 3" 2 Yes -to KITCHEN co 32 CUAWN3024 2' - 6" 1' - ill, 2 EXISTIN _. - ; : = ` , o bo MODERN `' BATH 33 CUAWN3024 2' - 0" 5' - 5" 2 23 :•15'-3" 34 CUAWN3024 5' - 4" 4' - 7" 3 - ss 33 = - STRUCTURAL 36 CUAWN3024 7' - 9" 4' - 7" 1 - : " -• •. -, : ' - • - - ;.'- - o 37 6' - 0" 3' - 0" 1 -- - - - - - — ENGINEERING 10'-0" �( 17 PARKER RD Is 16'-6" 12'-6" 14'-6" w MARLBROOUGH, CT 06447 Phone (860)295-3818 V_ T O WWW.MODERNSTRUCTURLAENG.COM NEW - 2x8 LVL FLOOR JOISTS @ 16"O.C. �\ b EXISTING DININd EXISTING STUDY - EXISTING _ = o. ;-,� = A-3.2 ENGINEER'S STAMP: 3x7 FLOOR JOISTS @ 18"O.C. ' EXISTING STONE PATIO- LU °C V II NEW WINDOWS &TRIM I I NEW WINDOWS&TRIM I I EXISTING LIVING `•' ° L(\ 23 I I ROOM T - - -M T X I, T N ' •N, NEW (3) 1 3/4"x 7 1/2" LVL FLUSH BEAM N 7 .. . NEW FLOOR JOISTS, NEW "CMUB CK _-_--, WINDOWS&TRIM -2x8 ACQ PERGOLA RAFTERS @ 16"O.C. . FOUN �TION ALL =__ ;' __� ' � � • REVISIONS: FILLED VI ES EVERY 2' 23 21'-8" 23 W/#5 RE ON 24"x10" FOOTING #5 REBAR ---- i' io EXISTING COVERED DECK N 36 -___-- NEW WOOD CEILING, WINDOWS&TRIM -� 8 FLOO JOISTS 6"O.C. 22'-3 1/2" 01 A-3.0 u n u u i i i i i 9 — — — — — — NEW BAY 10 34 34 WINDOW 23 II I; - i N 7� --- - — FOIJpNDA�]ION A-3.0 EX TING 46'-7 3/4" ILCO - _ I 1 FIRST FLOOR PLAN NING 1/4 i DATE: 15 MARCH 2O19 SCALE: 1/4" = 1'-0" wI � 1 DRAWN BY: Author _ EXISTING CELLAR A-3.2 �- � CHECKED BY: w Checker o- z o1 - Z � 0 1 EXISTING CRAWL DRAWIN G N SPACE TITLE: M z BASEMENT & Xw 1 2x10 DF FLOOR JOISTS @ 16"O.C. > FIRST FLOOR PLANS �— 2x10 DF FLOOR JOISTS @ 16"O.C. ,��OF NEI'1iYo P 'Q pN W.CO 1 * O � to * SHEET: cc r w y�F�RNo 09A, � .00 7777777 7777- 9 FE pNP BASEMENT PLAN 0 I 1 5/8/2019 10:37:50 AM �A-3.0 HAMPTON HOME TECH Architectural Drafting & Design P.O. Box 288 1 Center Moriches, NY 11934 4"V.T.R. A-3.0 BATH 22'-9 1/2" Phone(516)971-4356 Fax 631 287-3170 8'-0" 9'-91/2" 5'-0" ( ) r PROJECT: , EXISTING ADDITION & wo N CLOSET SHOWER 24 -_ _ RENOVATION r US 50 Lighthouse Rd 3" r �3. Southold NY 11971 CV ICC 8'- 10" d I BATH � 5'- 10" `" ENGINEER: 28 RENOVATED EXISTING DEN 16' -01/4" ATHRO o 1 23 MODERN 1 1 A-3.2 I 4- � EXISTING r 13'-o' STRUCTURAL ry I. -4 4"FRESH AIR VENT BEDROOM 'AV I co ALL 28 II ENGINEERING TUB I I EXISTING M in a r s Do I r BEDROOMS _T m 17 PARKER RD N T N MARLBROOUGH, CT 06447 5" TO APPROVED SANITARY X H.C.J.HOUSE N EX CLOSEI°° N TAIR Phone (860) 295-3818 T T WAY WWW.MODERNSTRUCTURLAENG.COM 3 PLUMBING RISER DIAGRAM - - -_ - co ENGINEER'S STAMP: N EXISTING 23 — 0) BEDROOM ' TGLO ET_ I --- -- --- --- - - - -- REVISIONS: 3'-9" T-01/2" 11'-4" 5'-51/2'I 5'-3" 8'-0" 4'- 10" - -- - A-3.0 45'-7 3/4" - -- _-- A-3.0 — _ T \ 15 MARCH 2O19 IL - SCALE. As - i A DRAWN BY: Author -r` -- • - ^ __ ----- ------ -- -_— - CHECKED BY: --- - Checker — -- - - -- — -- — DRAWIN TITLE: - — — -- o — - - --- SECOND FLOOR - _ - - _ - AND ROOF _- - PLANS -- --- --- - - pF w ro N SHEET: W ROOF PLAN �tisFQpNo 094'% 2 1/411 = 1'-011 A-3.0 f R FE 5/8/2019 10:37:51 AM HAMPTON HOME TECH 1 Architectural Drafting & Design A-3.0 P.O. Box 288 Center Moriches, NY 11934 Phone (516) 971-4356 Fax (631) 287-3170 - - PROJECT: - ADDITION & ROOF PLAN_ - T-- - F P A RENOVATION 181 - „ EE _ - _ Southold NY 11971 — T.O. 2ND PLATE_ ---- - — -- — ------ - MODERN STRUCTURAL 2ND FLOOR PLAN ENGINEERING - --- - T.O. PLATE - - - - - ----- - 17 PARKER R D -- - - _ --_ ------- � Phone (860)295-3818 - -------- \` WWW.MODERNSTRUCTURLAENG.COM -- --- _-_ ENGINEER'S STAMP: - - - - -- -----__-- --- -- ---- - FIRST FLOOR -PLA01 -N REVISIONS: L" � ET BASEMENT PLAN -8' - 0" South 1/4" = 1'-0" 1 A-3.0 ------ - �_, � - ---- - - ---- - __ -__ - ----- -_ --_ - - 2ND F L P LA N -_ . PLATE _ ;-- - -- ---- -- - 8 1 - 1" DATE: - - 15 MARCH 2O19 - ------- - -- _ - ,i _-- -- _- -- - - SCALE: 1/4 lt-011 �! m] m M m - - 00 --- - DRAWN BY: Author M - - - - - - -- _ _ _ - - - _ - Lw LLI CHECKED BY: ` - - -- ---- - - --- ----- ----- -- ----- - - - Checker _ _---- ---- -- ------ ------ --- --- ------- FIRST FLOOR ------- _ � _ ------ --- _ _ _ PLAN DRAwIN of - oil G TITLE: ELEVATIONS _ BASEMENT PLAN 'Of NEW y��P -8' - 0" W.CO �- ` �A Z D * SHEET: 2 North * �' °4 1/4" = 1'-0" = W R FF pNP 5/8/2019 10:37:52 AM HAMPTON HOME TECH Architectural Drafting & Design do NEW EXISTING P.O. Box 288 Center Moriches, NY 11934 I = Phone(516) 971-4356 A-3 - - - --- - Fax (631) 287-3170 _ _ _ _ -- _ _ ROOF PLAN PROJECT: 18' - 9" ADDITION & � - ---- ----- -- -- RENOVATION 2 - --- ------- - --- - — - . — — — - ----- — - --- — — — ---- ----- ATE -- -- - - - ------- -- 15 _ 6 Lighthouse I � 50 Rd Southold NY 11971 ENGINEER: MODERN �r ,- - - -- - - -- - 2ND FLOOR PLAN T.O. PLATE 81 - 1vv STRUCTURAL s - - - - 2D36 D --- -- ---- -- -- ----- --- 17 PARKER RD - - UGHS 3808447 -- on -� Phone(860)29 -------- ---- _--- _ - - -LJ J- - — WWW.MODERNSTRUCTURLAENG.COM FIRST FLOOR -- - - PLAN ENGINEER'S STAMP: 0' - p„ {3D} Copy 1 BASEMENT PLAN 8' - 0 �p REVISIONS: n West 1/4" = 1'_D" -- -3.2 _ — -- _— — — — — — — — — ROOF PLAN 18' - 9'v �® _ _ - — -------- T.O. 2ND PLATE 15 - 611 -- -- --—- ------ --- ------ _� 2ND FLOOR PLAN ----- ------- — - - T O PLATE - - - -- -- - --------- - --- --- - -------- r -- - - - - - - -� DATE. 15 MARCH 2019 _ -- --- - --------- - SCALE ---- -- ---- - ------- - -- - - - o - - — - - _ -- _- - DRAWN BY ------------- -- - _ _ Checker FIRST FLOOR cHEcxED BY: — — _ --_— -- -- - — --------------- —-- 3o DOOR PLAN 0' - 0° __-- - --- --- ------ - DRAWIN .- --; -- -- ------ --___- TITLE ELEVATIONS BASEMENT PLAN 717, 8' - 0,� {3D} Copy 2 NEW,,, P� O �� ��ON W.CO o � n East * �,�,� N SHEET: Cr 1/4" = 1'-0" 2`rF�R No.0941� q FE pN 5/8/2019 10:37:55 AM HAMPTON °@ R9 ATTIC HOME TECH _ Architectural Drafting & Design pF�• _ ' 's-- 2ND FLOOR PLAN ROOF g g - 9" 2x8 RAFTERS @ 16"O.C. P.O. Box 288 2x6 C.J. @16"O.C. — T.O. PLATE R-32 BATT INSULATION Center Moriches, NY 11934 8' 1 to �� 1/2" PLYWOOD SHEATHING 30# FELT PAPER ROOF SHINGLES TO MATCH HOUSE ( )RIDGE VENT 516 Phone 971-4356 CONTINUOUS SOFFIT VENT Fax (631) 287-3170 PROJECT: WALLS ADDITION & 1/2"GYP. BOARD RENOVATION 2X6 STUDS @ 16"O.C. NEW LA NDRY R-19 INSULATION 50 Lighthouse Rd 1/2" PLYWOOD SHEATHING Southold NY 11971 15#FELT PAPER OR SIDING TO MATCH HOUSE ENGINEER: FOUNDATION MODERN 3/4 CDX SUB FLOOR FIRST T_ - S RUCTU RAL 8"CMU FOUNDATION WALL 2x10 DF F. J.@16"O.C. rw� W X M P.C. FOOTING ENGINEERING — — � _ WARM & DRY WATERPROOFING �6 OG 2x6 CEILING JOISTS STS @ 16"O.C. Fx/`s�/N 2 X 6 TREATED SILL PLATE c�0° O'2�- "COP R TEX"TERMITE SHIELD 17 PARKER RD BROOF // / 1/2"X 16"ANCHOR BOLTS MARLBROOUGH, CT 06447 8 P T '�/� @ A MAX. OF 5 APART \�//�\//j� &A MIN. OF 12" FROM ENDS Phone (860) 295-3818 ROOF PLAN ; ' 9s _ _ _ _ %/ii/i�/i�, NEW CRAWL SPACE %//\ //\� WWW.MODERNSTRUCTURLAENG.COM 18' 9" \ \/\ \/\ \� /\N ENGINEER'S STAMP: SOFFIT ; 1X6 FASCIA VENT Q T.O. 2ND PLATE 2 Section B-B TYPICAL ROOF 2 X '10 RAFTERS @ 16"O.C. _ r R-35 BATT INSULATION ` --- 1/2" PLYWOOD SHEATHING ; 30# FELT PAPER ASPHALT ARCHITECTURAL SHINGLES - - = - ' " - REVISIONS: RIDGE VENT CONTINUOUS SOFFIT VENT - GUTTERS TO LEADERS TO DRYWELL -- • 2ND FLOOR PLAN --- -- — -- - _ —— --- T.O. PLATE 1 3/4"x 7 1/2" LVL FLOOR JOIST @ 16"O.C. — (3) 1 3/4"x 7 1/2" LVL FLUSH BEAM 06k f IF : TYPICAL. EXTERIOR WALL ---- -- ` 5/8"GYP. BOARD 2 X 6 STUDS @ 16"O.C. --- R-19 INSULATION 5/8" PLYWOOD SHEATHING OPEINING TO 15#FELT PAPER OR TYVEX HOUSE WRAP i, EXISTING LIVING ROOM 4"VINYL SIDING ' ----- ---- � FIRST FLOOR --- ------ - ----- _PLAN _ _ _ SITE F DATE: off15 MARCH 2O19 of 2X8 FLOOR JOIST @ 16"O.C. .. SCALE: 1/2" = 1'-0" DRAWN BY: Author I CHECKED BY: / Checker Y.\yj TYPICAL FOUNDATION \�!%/% X \ \\ \\ \\ \\ \\ \\ 8' POURED CONCRETE WALL \j\/\\/\/�\ \\/\\\�\\�\\�\\�\\/ \\/�\\��` 8"X 16" P.C. FOOTING /\\///\\///\\///\\//\�//" �/' G WARM & DRY WATERPROOFING 2 X 6 TREATED SILL PLATE \''��//j\ X SILL SEALER "COP R TEX"TERMITE SHIELD 1/2:"X 16"ANCHOR BOLTS @ A MAX.OF 5'APART o o n10 &A MIN. OF 12" FROM ENDS r SECTIONS ofNEW WyO Lb BASEMENT PLAN P C CC_ 'F- �b a a Q- �o ® o 2 0 1b * C) � N SHEET: ELL No 09410�` n Section A-A H FE SNP 5/8/2019 10:37:56 AM HAMPTON HOME TECH Architectural Drafting & Design P.O. Box 288 Center Moriches, NY 11934 Phone (516) 971-4356 Fax (631) 287-3170 PROJECT: ADDITION & RENOVATION 50 Lighthouse Rd Southold ? Y 11971 ENGINEER: MODERN STRUCTURAL ENGINEERING 17 PARKER RD MARLBROOUGH, CT 06447 Phone (860) 295-3818 WWW.MODERNSTRUCTURLAENG.COM ENGINEER'S STAMP: REVISIONS: I! i C t 1;1 r. x i ii 3 A-3.2 2 A-3.2 2ND FLOOR PLAN ,$ _ T.O._PLATE_ - 2x8 ACQ @ 16"O.C. _ 8x8 ACQ COLUMN 8' - 1" 1/2"x4"x5"STEEL PLATE DATE: 1/2"0 THRU BOLT 15 MARCH 2O19 ie RECESS 1/2"& PLUG (2)-2x10 ACQ HOLE SCALE: As indicated 8x8 ACQ COLUMN #10x3"SCREW EA 1/2"Ox6"THREADED ROD (GALV)SITE WELD TO STEEL PLATE, DRILL& DRAWN BY: C SIDE, (TOE NAILED) — — — J l EXISTING HOUSE TYP #10 x3"WOOD �' - O" ! I I -EPDXY INTO SLAB SCREW EA SIDE, ``" CHECKED BY: jC EXISTING SLAB 2ND FLOOR PLAN (TOE NAIL) TYP FIRST FLOOR ON GRADE — ® 8' - 9" 7 `< ._it,.. 2x8 ACQ 16"O.C. - PLAN — — — — — _ ' T.O. PLATE FLASH UNDER - �\ RAWIN 8Lb—' - 8�� -- -- -— -------- — -- D 8 1 EXISTING SIDING,TYP - - -' -; - 2ND FLOOR PLAN \\" i ' — — %\ TITLE. T - - 8 - 9 - , 1 --- I ACQ 2x8 @ 16 O.C. - I J, - - N T.O. PLATE _ PERGOLA N EXISTING STONE PATIO ON _ (4)-1/2"0 THRU BOLTS, GALV, -8 CONCRETE SLAB _ 1 i�n " RECESS HEAD FLUSH 4 SECTIONS AND ACQ 2x10 EACH SIDE - EXISTING FOUNDATION, A-3.2 2x8 ACQ LEDGER FIELD VERIFY T �` 8x8 ACQ COLUMN TYPICAL "_C _ •_ j DETAILS (3)-#10 SCREWS @ -----"------._ 16"O.C. n PERGOLA SECTION A ()f NEW yo 1 PERGOLA SECTION 3/4" = 1'-0" n PERGOLA CONN TO HOUSE PERGOLA FDN DET ON W.CO ��- 1/4" = 1'-01" 3/4" = 1'-0" -r 3/4" = 1'-0" Q � �,,, SHEET: z o_ * 0 N cc W sFO No.094 pR FF SNP 0 5/8/2019 10:37:56 AM GENERAL CONDITIONS CONCRETE SPECIFICATIONS HAMPTON 1 Interior and exterior footings, slabs, and walls shall be 4000 PSI concrete unless otherwise 29) Concrete slab control joints to be 1/4"' depth of slab and not exceed more than 25' center to center 32) Web stiffeners to be installed on cantilever TJI's @ support points. HOME TECH 1) The contractor is responsible for checking all dimensions and conditions on the job. ) g Where conditions prevent obtaining dimensions they should be checked by engineer. noted. spacing. Joints should be laid out to form floor panels as nearly square as possible not exceeding 2) Construction contractor and his subcontractors agree that in accordance with generally 2) Footings below columns to be 24"x24"x12" unless otherwise noted. a ratio of 1-1/2 to 1.Joints can be either formed, tooled, saw cut or Zipstrip. 33) Do not bevel cut I-Joist beyond the inside face of support. Architectural Drafting & Design 3) Soil bearing capacity has been determined to be not less than 4000 PSF. No footings or P.O. Box 288 accepted construction practices, construction contractor and his subcontractors will be slabs are to be cast on uncontrolled fill, loose soil, organic material, frozen ground, mud, clay or other 30) Welded wire mesh should be positioned in the top 2" of the slab. Flat sheets to be used with an 34) Full width engineered lumber can be substituted for (2) or (3) members of the same type lumber. required to assume sole and complete responsibility for job site conditions during the course of unsuitable materials. If any of these situations are present it should be brought to the attention of the overlap of 1'. Center Moriches, NY 11934 construction of the project including safety to all persons and property and that this engineer. 35) Hangers are shown on plan. Contractors to consult architect/engineer if hanger is not shown requirement shall be made to apply continuously and not be limited l working hours. 4) Contractor bring to architect/engineer attention if found any ground-water when excavating for 31) Under the slab shall be placed 2" of compacted sand over a 6 mil vapor retarder with joints not in drawings. Contractor verifies that he has reviewed Simpson "Wood Construction Connectors" Phone 516 971-4356 Contractors agree to defend, indemnify and hold design professionals harmless from any and basement foundation. lapped less than 6 . ( ) pp catalog for fastening details. All deck hardware to be Simpson Z-Max or stainless steel. Z-Max to all liability, real or alleged, in connection with the performance of work on this project. The 5) Concrete shall be air-entrained with an air content not less than 5%or more than 7%. use hot dipped galvanized nails and stainless steel hangers to use stainless steel nails. Fax (631) 287-3170 contractor is responsible for the stability of the structure during erection. 6) Concrete slump shall not be more than 5". Engineer has approval to reject concrete if slump 32) Sub-grade preparaton under slab - The existing sub-grade should be cleared of top soil and organic 3) All work performed by the contractors shall conform to the requirements of local, is larger than specified. matter and stockpiled separately. Pronounced soft and hard spots should be excavated and refilled 36) Contractor to provide roof ventilation net open area equivalent to 1/300 of the attic floor area municipal, state and federal laws as well as any other governing requirements, whether or not 7) If concrete is delivered in an outdoor temperature lower than 40 degrees F it should be and compacted witl a soil similar to the surrounding soil. provided a vapor retarder is installed on the warm side of attic ventilation. PROJECT: specified on drawings or in specifications. Contractor to be responsible for required heated to insure that it will arrive at the job site having a temperature of not less than 60 degrees F or ADDITION & inspection(s) of his work. greater than 85 degrees F. 33) Granular fill, such as gravel or a mixture of sand and gravel shall be used as fill under the vapor 37) Contractor to provide crawl space ventilation openings to be not less than 1/1,500 of the under 4) The contractors shall notify the architect/engineer immediately if he cannot comply with 8) If the weather reports the temperature of the ambient air will fall below freezing for 3 barrier. If soil is disturbed, mechanical compaction to 95% relative compaction in soil lifts not floor area where a vapor retarder and openings placed to provide cross ventilation. Ventilation RENOVATION the work called for on the drawings. consecutive days, cold weather concrete specifications will need to be followed. Contact Engineer if exceeding 8". not required when ground surface is covered with an approved vapor retarder, the perimeter 5) The contractors shall notify the architect/engineer of any discrepancies between the this is going to occur. walls are insulated and the space is conditioned. drawings, notes, specifications and field conditions before commencing any work and request 9) The addition of any admixtures to concrete shall be approved by the Engineer. 34) Curing of concrete slabs open to the elements is to be done by keeping the slab wet and at 50 Lighthouse Rd clarification. Contractor shall notify architect/engineer of any design defects which the 10) Two concrete strength test cylinders, 6 in diameter by 12 shall be taken from each temperatures between 40 and 70 degrees F or using a curing compound. 38) Ceiling joists used or collar beams to be nailed with (8) 10d common nails at the joist rafter Southold NY 11971 contractor actually identifies or reasonably should have identified in the drawings or truck delivery unless otherwise approved by the Engineer. Compressive strength tests to connection unless otherwise shown. specifications. be taken for each day's pour exceeding 5 cubic yards. Two specimens to be tested @ 28 35) No vehicles shall be placed on the slab until the 28 day strength is achieved. 6) Contractor to verify new work with survey. days. Field cured cylinders shall be cured under field conditions in accordance with 39) Floor to floor tension ties (Simpson CS 20 x 36") to be installed every 32" around house perimeter ENGINEER: "Makin and Curing Concrete Test Specimens in the Field" ASTM C 31 FRAMING NOTES holding second floor studs to first floor studs unless otherwise shown. Partially Enclosed 7) Contractor to provide all necessary protection and security for his work until turned over g g p ( )• to owner. Fire extinguishers must be provided on each floor during construction. 11) All rebars to be grade 60 KSI steel and shall be free of rust, scale and dirt. Buildings to have floor to floor tension ties every stud. Tension ties to be located on each side of work r 12) All rebars shall be securely tied in place and adequately supported. All rebar splices to 1) All framing lumber to be Douglas Fir#2 or better in an S-Dry condition. door or window openings over 4' and within 2' from all corners unless otherwise shown. MODERN m Contractor shall be responsible rble for cutting, fitting or patching to complete the o o be minimum 40 bar diameter. Rebar shall be continuous through corners with splices (9) 8d nails to be installed at each end. make the parts fit together properly. located not closer than 3' from corners. 2) All sill plates that sit on concrete to be a minimum double 2x6 ACQ pressure treated. Fastening of rim 9) The contractor shall be fully responsible for the removal a replacement of damaged or 13) All footings are to have their rebar placed no closer than 3"to the supporting soil. board to sill to be 1 Od toe nails 6"on center. All nails penetrating into the pressure treated sill plate 40) Roof ridge tension strap to be LSTA-18 with (4) 8d nails each end. STRUCTUR AL defective material or poor workmanship. They shall replace or repair as directed by the 14) No weight shall be placed upon footings or walls until 7 days after placement as long as shall be hot dipped galvanized or stainless steel. architect/engineer, all such damaged or defective ion of the job.materials,which shall appear within a period the concrete strength has reached 2500 psi or by engineer's approval. 41) Double LVL's or dimensioned lumber shall be installed around all fireplace, stair openings and of two years from the date of substantial completion 15) Contractor to notify Engineer for inspection of all rebar work prior to placement of 3) Termite shield shall be either copper or COP -R-TEX and extend 1" minimum on each side of the skylights with connector hardware. ENGINEERING 10) The contractor(s) shall remove all rubbish,waste materials and surplus materials that are concrete. concrete wall. Sill sealer to be used with this product. a by-product of their work. Debris, dirt and dust to be kept to a minimum and to be 16) Concrete pours over 9' shall be thoroughly consolidated by suitable means during 42) Cathedral or vaulted ceilings to have air-venting baffles on underside of roof running continuous 17 PARKER RD confined to the immediate construction area. placement using a mechanical vibrator. 4) Fastening of exterior plywood to rim joists (box beam) and double top plates to be 2 rows of 8d nails 3" from soffit to roof vent. 11 Contractor to follow Town of East Hampton Erosion Control measures. MARLBRO 60)29 -3 06447 p 17) Back filling against foundation shall not take place until first floor is anchored to on center. Fastening of plywood to double sill plate to be 3" on center staggered into each 2x member. Phone (860)295-3818 12) Contractors shall provide all necessary protection for his workers. foundation. Backfill material shall be clean course sand. Equipment used for backfilling 43) All crickets to have minimum pitch of 1/a' per foot. 13) The construction drawings and specifications are supplied to illustrate the design and shall not come closer to the wall than the height of the backfill. 5) Fastening of top and bottom plate on interior walls to be (2) 16d nails every 12". Top plate to be WWW.MODERNSTRUCTURLAENG.COM the 18) All footings to rest on virgin undisturbed soil. If soil is disturbed, mechanical connected to ceiling joists or with blocking spaced not more than 12"on center with (2) 16d nails 44) Joist hangers shall be used on all flush headers. general type of construction desired and are intended to imply the finest quality of compaction to 95% relative compaction in soil lifts not exceeding 6". every 12". ENGINEER'S STAMP: construction, material and workmanship throughout. 19) Concrete wall design assumes backfill is well drained. 45) All framing on or near water should be fastened with hot dipped galvanized or stainless steel 14) The contractor(s) shall maintain a current and complete set of construction drawings on 20) Anchor bolts to be 5/8"x 12" "J"shaped, hot dipped galvanized or stainless steel 6) All deck ledgers to be pressure treated 2x material. Ledgers to be attached with 1/2" lag or thru bolts nails and fasteners. the site during all phases of construction for use by all trades. located 4'on center unless otherwise noted and a maximum of 12" from all corners. w/washers 16"O.C. top and bottom staggered and located not closer than 2" from top and bottom 15) No changes or modifications to the work shall be made without approval of the owner Minimum embedment to be 7". Provide not less than two (2) anchor bolts on any one sill. edges and ends. Hole for lag bolts into rim joist to be 5/16 and ledger 1/2". All Railing posts to be 46) 44 deck posts are to be bolted to the rim or band joist w/ (2) 1/2"x 6 hot dipped galvanized bolts, and/or architect/engineer. Failure to obtain this approval shall cause the contractor or Anchor bolts to have nut and washer tightened to sill. Washers shall be a minimum of able to withstand a 200 pound lateral load. Use Simpson Strongtie DTT deck tension ties 2"from the edge of the joist. The spacing of the posts are not to exceed 6' on center. sub-contractor to assume full responsibility for subsequent modification of the work 3/16"x 3"x 3" square plate washers unless otherwise shown. Bolts to be located down the (www.strongtie.com/deck). required by owner or any regulatory authority. center of the sill plate. Deviation of more than 1" will not be acceptable. A hot dipped 47) Garage door shall have a minimum of (5) 3/8"x 3" lag bolts supporting each garage door rail 16) The architect/engineer assumes no responsibility for construction means, methods, galvanized or stainless steel 5/8 x 10 threaded rod can be substituted for anchor bolts by 7) All headers to be shown on drawings. If missing contact engineer. for 8 x 8 door and (8) lag bolts for 8 x 16 door. Contractor to verify that door is impact resistant. techniques, sequences, or procedures or for safety precautions and progress in conjunction being epoxied into place using Simpson Acrylic Tie. with the work. There are no warranties, nor any merchantability of fitness, nor a specific 21) Contractor to install damp-proofing on all foundation walls and footing base that comes 8) Double floor joists shall be located under all parallel partitions unless noted otherwise. Spacing STRUCTURAL STEEL use expressed or implied in the use of these plans. in contact with soil. See Foundation Drainage#8. between floor joists should allow for plumbing in plumbing walls. 17) The contractor shall retain the services of licensed professionals for code compliance for 22) Provide (2) #5 rebars continuous reinforcing at top of all foundation walls. Set rebars 1. Shop Drawings - Submit shop drawings including complete details and schedules for fabrication he electrical mechanical and plumbing systems which are not art of these drawings. All into concrete with an embedment of 3 from the top and inside edge. 9) All floor joists must be restrained at the ends to prevent rotation by either a rim joist, end blocking or and assembly of structural steel member, procedures and diagrams. Include details of cuts, t p g y p g 23) Provide (2) #5 rebars continuous reinforcing in wall footings placed 3 from soil and joist hangers supporting the depth of the joist. connections, camber, holes, and other pertinent data. Include welds by standard AWS symbols REVISIONS: work electrical, mechanical and plumbing contractors shall be in accordance with 2015 4" from outside footing edge unless otherwise shown. and show size, length and type of each weld. Provide setting drawings, templates and directions IRC Building and Residential Code and New York Supplement. 24) (2) #5 rebars to be placed on all four sides of window and door openings and other large 10) Floor plywood to be glued and nailed to floor joists 4" on edges and 6" in field with 8d common nails. for installation of anchor bolts and other anchorages. openings. Each end of the #5 rebar to extend 2' beyond the opening. GENERAL NOTES 25) Stepped footing not to exceed V vertical for every 2' horizontal. Rebar to continue 11) All walls over 8' high to be blocked @ mid-span. 2. Code for fabrication to be American Institute of Steel Construction (AISC) 9th Edition. through stepped footings and bent through steps. LOCATION LIVE LOAD DEAD LOAD L.L. DEFLECTION 26) Pilasters to be 12"wide x 41/2"deep and contain (4) #5 rebars vertically tied to footing 12) All post widths to be as wide or wider than multiple member width that it is supporting. 3. Qualifications for welding work- Qualify welding procedures and welding operations in accordance First Floor 40 PSF 10 PSF L/480 rebar and top of wall rebar. Vertical caged bars to be 2" off inside edges and hooked back with AWS Qualification requirements. Welders shall have current evidence of passing the appropriate Second Floor 30 PSF 10 PSF L/480 to rebars in footing and upper wall with #3 stirrups at 6" on center placed vertically. 13) 2x6 strong backs (2) on all ceiling joists 8' O.C., unless the ceiling is an engineered floor I-joist. qualification tests. The engineer may request evidence at any time during the project. Decks 45 PSF 10 PSF L/360 27) All steel columns to be bolted to footings. Exterior Balcony 60 PSF 10 PSF 1_/360 28) Steel column top plate to be minimum 1/2" thick and cover all supporting members. Base 14) Splices of top plates shall not be closer than 6'. Studs to fall under all splices, top and bottom. 4. Structural steel shapes to be A992, plates and bars to be A36 steel. Porch (enclosed) 40 PSF 10 PSF L/480 plates to be 10" x 10" unless otherwise noted. Studs to line up vertically with roof rafters wherever possible. Attic (non-storage) 10 PSF 5 PSF L/360 29) Concrete slab control joints to be 1/4"'depth of slab and not exceed more than 25' center 5. Anchor bolts ASTM A325. Attic (storage) 20 PSF 5 PSF L/360 to center spacing. Joints should be laid out to form floor panels as nearly square as 15) All gable end walls with cathedral ceilings to be balloon framed unless otherwise shown. Ceilings w/plaster 40 PSF 20 PSF L/360 possible not exceeding a ratio of 1-1/2 to 1. Joints can be either formed, tooled, saw cut or 6. High strength threaded fasteners, heavy hexagon structural bolts, nuts and washers to be A325 Roof (w.fin. clg.) 25 FISF snow 15 PSF L/240 Zipstrip. 16) Exterior wall ply to cover roof top plate completely and be nailed with 8d common nails 3" on center, or A490 bolts. Roofing (no fin. clg.)25 FISF snow 10 PSF L/240 30) Welded wire mesh should be positioned in the top 2"of the slab. Flat sheets to be used staggered into both the top and bottom plate. with an overlap of 1 . 7. Electrodes for welding AWS A5.1 or A5.5 E70XX. Welding temperatures shall be in accordance with Ceiling beam sizes may have to be increased for heavy storage attics. 31) Under the slab shall be placed 2" of compacted sand over a 15 mil vapor retarder with 17) All roof and wall plywood to be nailed with 8d nails 4" O.C. on edges and 6" in the field unless the AISC and AWS specifications. Any structural steel damaged in welding is to be replaced or reinforced joints not lapped less than 12". Use Vapor Block VB15 (Island Supply, Holtsville, NY otherwise noted. Nail heads shall not penetrate surface of plywood. Nail Guns need to be set to the as acceptable to the engineer. 1) Wood frame dwellings to be designed in accordance with the 2015 IRC Building and 631-758-2600) proper pressure. Residential Code with the NY Supplement.Wind speed to be used is 130 mph. Exposure B 32) Sub-grade preparation under slab - The existing sub-grade should be cleared of top soil 8. Structural steel primer paint to be SSPC - Paint 13. Exposed steel to have one coat of a zinc rich primer, category to be used for urban, suburban or wooded and Exposure C to be used for open and and organic matter and stockpiled separately. Pronounced soft and hard spots should be 18) Exterior plywood shall be continuous over all plate to plate and plate to rim board interfaces and an intermediate coat of epoxy and a finish coat of urethane. excavated and refilled and compacted with a soil similar to the surrounding soil. may butt together ai mid-depth on rim board. Exterior plywood to run continuous from sill plate 2) These plans are designed to meet or exceed the requirements of the 2015 IRC Building shoreline areas. Earthquake Use Group t,Site Class Seismic Design Category 33) Granular fill, such as gravel or a mixture of sand and gravel shall be used as fill under over rim joist to studs. "L" shaped plywood to be placed around upper window and door corners. 9. Non metallic shrinkage resistant grout to be premixed, non-corrosive and non-staining consisting of R o the vapor barrier. If soil is disturbed, mechanical compaction to 95% relative compaction selected silica sand, Portland cement, shrinkage compensating agents, plasticizing and water reducing and Residential Code with the NY Supplement. When building in other jurisdictions, variations in soil lifts not exceeding 8". 19) Three rows of blocking to be installed every 4' along gable rake cathedral ceiling walls. agents. or adjustments may be required. Verify any such requirements with local code or enforcement 34) Curing of concrete slabs open to the elements is to be done by keeping the slab wet and The plywood roof is to be nailed into this blocking. officers. at temperatures between 40 and 70 degrees F or using a curing compound. 10. Fabricate and assemble structural assemblies in shop to greatest extent possible. Fabricate items of 3) The architect/engineer's certification applies only to this plan's conformance to the 2015 35) No vehicles shall be placed on the slab until the 28 day strength is achieved. 20) All roof rafters to be connected to top plate with Simpson H2.5A hurricane ties unless otherwise shown. structural steel in accordance with AISC specifications and as indicated on final shop drawings. ` IRC Building & Residential Code with the NY Supplement. Hip rafters to be tied to top plate with Simpson HCP4 (double hip) or HCP1.81 (single hip). 4) Glazed openings must be protected with glass, certified to meet the large missile test Note that partially enclosed structures shall use a Simpson H10 hurricane tie. 11. All connections should be constructed as shown on the drawings. Alternate connection designs shall (impact-resistant) or with structural shutters with a minimum thickness of 7/16" and a maximum only be allowed with prior approval of the engineer. Calculation and shop drawings shall be submitted span of 8'. Attachment hardware to be 2-1/2" screws placed 9" on center. 21) Interior shear walls to be 1/2" plywood, nailed with 8d nails 3"O.C. on edges and 6" in field with all bearing the engineer's seal and signature. 5) Electrical work shall conform to national electrical code (latest edition) and any edges blocked and sailed unless otherwise noted. Bottom plate to be nailed into joists below with applicable local codes. 16d nails 3" on center. 12. Connections made with unmarked bolts and nuts will be rejected. 6) Contractor to verify all dimensions before starting. 7) If header sizes aria not shown, contractor to contact architect/engineer. 22) All exterior columns to have continuous galvanized metal straps from girder below to girder above. 13. Connections shall be detailed or scheduled. No connections shall consist of welds developing 10,000 8 Do not scale drawings. Follow dimensions only. Straps to be Simpson CS 16 and connected with (11) 10d common nails each end. pound capacity. Minimum weld size shall be 3/16"fillet. g yDATE: 15 MARCH 2O19 9) Contractor to veriify by testing if lead based paint, asbestos, mold or other hazardous 23 Columns resting on concrete to be connected at the base concrete with a Simpson Post Base 14. Gas cutting torches shall not be used to correct fabrication errors without the approval of the engineer. substances are present before starting work. ) g p g ppSCALE: fastener and the top with a Simpson type Post Cap with (12) 10d nails each end. 1/4" = 1'-0" 10) Federal law requires that contractors performing renovation, repair and painting projects 15. All structural steel that is located in exterior unheated spaces, including steel directly exposed to weather that disturb more than six square feet of paint in homes, child care facilities and schools 24) Bored or holes or notching in studs shall not exceed 25%of the stud depth. If hole or notch is shall be power tool cleaned and painted with three coats of oil based paint in accordance with the DRAWN BY: Author built before 1978 must be certified and trained to follow specific work practices to prevent between 40%and 60%of the stud depth than the stud shall be doubled. Steel Structures Painting Council. lead contamination. CHECKED BY: 11) Any alteration, repair addition or conversion to an existing dwelling requiring a building Checker 25) Contractor verifies that he has reviewed the installation guide for the engineered wood products 16. Connection of wood packout to steel beams and columns to be w/1/2" bolts 2' on center on each side permit requires that all sleeping rooms in the house be upgraded with hard-wired and for this project. of the web. Alternative connection is to use a power actuated fastener by Hilti X DNI. Shaft of fastener to interconnected smoke alarms. fully penetrate steel flange or web. Locate 16"on center on each side of web 12) Excavations deeper than 5' must be constructed according to OSHA regulations. Soft or 26) First floor I joists to have (4) 10d nails installed in its' bottom flange to the double sill plate. DRAWIN sandy soils must have at least a 1:1 slope. Hard or compact soils must have at least 1:2 G slope. 27) When engineered floor I-Joists are used, rim joists to be Timberstrand 1-1/4" LSL rim board TITLE: 13) Grade property 5% in first 10'from the building. Elsewhere the site to be sloped away at or 1 3/4" Microlam LVL. 2%. Foundation wall to extend a minimum 8" above grade. 14) Under slab areas- after the service lines have been installed, all plastic or copper lines 28) TJI Joists to have solid blocking and web stiffeners, when above walls or posts sit directly above. should be properly beddled (clean fill, no rocks) and tested for leaks prior to backfilling. All copper lines should be checked for dents or abrasions and wrapped in split foam 29) Web stiffeners to be 5/8" on TJI 110 joists, 7/8" on 230 joists and 360 joists and 2x4 for 560. SPECIFICATIONS insulation. 1/8"gap to be left al the top between stiffener and flange of joist. 15) All trades that are, installing piping under the slab must install color coded caution tape 12" above their work. Use red for electric, blue for water, green for sewer,yellow for gas 30) Two or three Microlam LVL's shall be connected with 3 rows of 16d nails 12" O.C. and orange for phone/ceible. Mark location of new work with color coded spray paint after Four Microlam LVL's shall be bolted with 2 rows of 1/2" bolts @ 12" O.C. F NEW yo trenches have been bacicfilled. �Q 16) Copper joints will not be allowed under the slab and must be placed in a wall manifold. 31) Anthony Power Beams may be substituted for LVL's as long as the wood dimensions are not less elk ,SON W.C O � 17) Roof shingles installed must meet 120 mph rating & wrappers shall bear label indicating than the specified L'VL. z� �o compliance with ASTM D 3161 class F. Contractor to follow nailing per manufacturer. * o SHEET: 18) Contractor is responsible for all flashings. _ c `rF No 094 tk QpR FE ONP� / 303 5/8/2019 10:37:56 AM HAMPTON (14)-10D NAILS) 11 E SC LAG SCREWS, HOME TECH 1l2" THREADED ROD C, SEE SCHEDULE FOR P1 SPACING ROOF RAFTER,SEE PLANS DTT2Z TIE,MIN 2 PER DECK Architectural Drafting & Design (NOT REQUIRED FOR ROOFS) P.O. Box 288 (12)-16d NAILS(WHEN Center Moriches, NY 11934 CEILING JOIST ACTS AS COLLAR TIE) : : LAG SCREW SCHEDULE BUILT UP LVL,SEE PLANS BUILT UP HEADER, — Phone (516) 971-4356 SIMPSON H1 HURRICANE M SEE PLANS 0'-4' 2@32"O.C. Fax (631) 287-3170 CLIP, EACH RAFTER FASTEN 77�- 4'-8' 2x24"O.C. < _A WI(6)-8d NAILS TOP AND 8'-12' 2@16"0. . PT JOIST,SEE PLANS BOTTOM ATTIC 12'-16' 2x12"O.C. 4 I I + FLOOR/CEILING JOIST JOIST/COLLAR TIE, JOIST HANGER TO PROJECT: NOTE: O.C.(MI BOLTS @ 4ER (3)-16D NAILS @ 16"O.C. SEE PLANS MATCH JOIST SIZE ADDITION & DOUBLE TOP PLATE,SPLICE ONE SINGLE LVL OF EQUIVILANT O.C.(MIN 4 BOLTS PER (START 2"FROM EA END OF WITH(15)-16d NAILS EA SIDE OF TOTAL WIDTH MAY BE USED IN BEAM) PT LEDGER TO MATCH JOINT LIUE OF BUILT UP LVL. MEMBER) (12)-16d NAILS JOIST SIZE RENOVATION LOAD BEARING BLOCKING AT DTT2Z SIDE WALL BUILT UP LVUPSL(3.5"+) BUILT UP DIMENSION LUMBER&.75"LVL WALL OR BEAM LOCATIONS 50 Lighthouse Rd � TYPICAL DECK/PORCH ROOF LEDGER Southold NY 11971 TYPICAL ROOF BEARING ON SIDE WALL TYPICAL BUILT UP BEAM DETAIL �� TYPICAL COLLAR TIE SPLICE DETAIL 1 1/2" = V-0" 3/4" = 1'-0" 3) 3/4" = 1'-0" 3/4" = 1'-0" ENGINEER: MODERN 5/2 1, STRUCTURAL MIN ENGINEERING 17 PARKER RD BEAM, SEE PLANS FASTEN TO COLUMN MARLBROOUGH, CT 06447 WITH (8)-10D NAILS, 5/44 TOP RAIL FASTEN WITH Phone (860)295-3818 WWW.MODERNSTRUCTURLAENG.COM TYP 8'-0"MAX 10d GALV NAIL @ 6"O.C. BLACK PLASTIC RAILING ENGINEER'S STAMP: LVL, SEE PLANS LVL, SEE PLANS POST, SEE PLANS CONNECTOR TOP&BOT, SIMPSON MANUFACTURED BY DECKORATABU EQU VILAN ORS OR BUILD UP POST BUILT UP POST TO TO MATCH BEAM POST BASE, PICKETS,SEE ARCH TYPICAL WIDTH 2 MATCH BEAM WIDTH TYPICAL GALV 0'-4° _ o z ANCHOR BOLT, 12" MAX POST,SEE PLANS _ F EMBEDMENT FULLY BLOCK CONCRETE WALKING SURFACE REVISIONS: BENEATH POST FULLY BLOCK PIER, AT BENEATH POST SEE PLANS FL OO S ANDION FLOORS AND AT 3YPIPCAL POST BASE DETAIL LVL PERPENDICULAR TO WALL FOUNDATION LVL PARALELL TO WALL a -1 -0 o � PT 2x4 PREMIUM GRADE TYPICAL LVL BEARING DETAIL TYPICAL POST BASE DETAIL �-,ATYPICAL RAILING DETAILS 3/4" = 1'-0" 3/4" = 1'-0" - ROOF RAFTER BEAM, SEE PLANS BEAM, SEE PLANS BLOCKING,— SIMPSON AC POST CAP SIMPSON ACE POST CAP SIMPSON ACE POST CAP SIMPSON LSTA12STRAP, EA OPPOSITE SIDES, ADJACENT SIDES, TYPICAL ;7' SIDE, TYPICAL TYPICAL TYPICAL RIDGE BOARD OR RIDGE BEAM ROOF RAFTER SIMPSON H1 HURR CANE CLIP, EACH RAFTER DOUBLE TOP PLACE, SPLICE BEAM, SEE PLANS FASTEN NAILS TOP AND WITH (30)-16d NAILS EA SIDE POST, SEE PLANS POST, SEE PLANS POST, SEE PLANS BOTTOM GALE END WALL 2x4 MIDDLE COLUMN END COLUMN CORNER COLUMN (6)-10d NAILS EA SIDE TYPICAL ROOF BEARING ON GABLE TYPICAL POST TOP DETAIL 9 TYPICAL RIDGE DETAIL AL , W 3/4" = 1'-0" 3/4 = 1 0 U END WALL o DATE: 15 MARCH 2O19 LU DO NOT DRILL NU)r SCALE: As indicated w cc v o a DRAWN BY: Author o = SEE FASTENING CHECKED BY: SCHEDULE FOR Checker REQUIRED E NAILING RIM JOIST v AREA OK TO DRILL DRAWIN TO SECTION 4� DO NOT DRILL G TITLE: MATCH L JOIST U4 U2 U4 FRAMIN G ANCHOR ROD @ CO N. PROVIDE BLOCKING AT ANCHOR 5'--0",O.C., PROVIDE (2)-1 0 WASHERS LOCATIONS WHERE JOIST SPAN IS DO NOT NOTCH UNDERSIDE OF BEAM j DETAILS AND (1)- PARALELL TO WALL. EXTEND INTO NOTE: NEW ( ) FLOOR 1.DO NOT NOTCH MEMBERS WITH -"\', rQ� TIGHTENED NUT CONCENTRATED LOADS WITHOUT o %W.C �- MINIMUM TWO JOIST SPACINGS NOTES: ENGINEERS PERMISSION � `�`O � � PER ANCHOR 1. MAXIMUM NUMBER OF BEAM PENETRATIONS SHALL AREA OK TO DRILL Q• BEAM END ELEVATION Z O �c NOT EXCEED U5. DO NOT DRILL * 0 r SHEET: FDN WALL 2. MINIMUM HOLE SPACING SHALL NOT EXCEED 8x THE ELEVATION g N cc HOLE DIAMETER OF THE LARGER HOLE. TYPICAL WOOD BEAM END NOTCH 11 TYPICAL SILL DETAIL 1 1/2" = V-0" `4y N� 0�'9 otx���c? 3/4" = 1 -0 TYPICAL WOOD BEAM PENETRATION � pR FE SNP n DETAIL U 3/4" = 1'-0" 5/8/201 9 1 0:37:58 AM