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Home My WebLink About46600-Z 4`o`O Town of Southold 1/19/2023 s� P.O.Box 1179 y i 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43772 Date: 1/19/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 630 Calves Neck Rd, Southold SCTM#: 473889 Sec/Block/Lot: 63.-7-20 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/12/2021 pursuant to which Building Permit No. 46600 dated 7/22/2021 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: One family dwelling with attached two-car garage, finished room over garage, covered front porch and unfinished basement as applied for The certificate is issued to DRU Properties of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-1562 12-28-2022 ELECTRICAL CERTIFICATE NO. 46600 01-05-2023 PLUMBERS CERTIFICATION DATED 12-22-2022 Geo Berry Jr tho ized nature �osnFFo��oGy TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . 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#: 46600 Date: 7/22/2021 Permission is hereby granted to: Boyd, Edward PO BOX 243 Southold, NY 11971 To: Construct new single family dwelling as applied for, per SCHD approval. I; !l191T• to include finished room over garage and layout changes as per plans provided. Additional fees due. L At premises located at: 630 Calves Neck Rd, Southold SCTM #473889 Sec/Block/Lot# 63.-7-20 Pursuant to application dated 7/12/2021 and approved by the Building Inspector. To expire on 1/21/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,861.60 CO-NEW DWELLING $50.00 ELECTRIC $85.00 ELECTRIC $225.00 �=+ i►: �'ENT T© E i $y21 U.00 1: $3,431.60 Building Inspector TOWN OF SOUTHOLD �o�s�FFoi��Gr BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE • SOUTHOLD, NY %1 A0 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#: 46600 Date: 7/22/2021 Permission is hereby granted to: Boyd, Edward PO BOX 243 Southold, NY 11971 To: Construct new single family dwelling as applied for, per SCHD approval. At premises located at: 630 Calves Neck Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 63.-7-20 Pursuant to application dated 7/12/2021 and approved by the Building Inspector. To expire on 1/21/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,861.60 CO-NEW DWELLING $50.00 Total: $2,911.60 Building Inspector pF SOUjyol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.deviin(D-town.southold.ny.us Southold,NY 11971-0959 coUM`►,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: DRU Properties LLC Address: 630 Calves Neck Rd city:Southold st: NY zip: 11971 Building Permit#: 46600 Section: 63 Block: 7 Lot: 20 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: G&S Electric License No: 578ME 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 Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 82 Ceiling Fixtures 26 Bath Exhaust Fan 5 Service 3 ph Hot Water Gas GFCI Recpt 17 Wall Fixtures 16 Smoke Detectors 5 Main Panel 150X2 A/C Condenser 2 Single Recpt Recessed Fixtures 72 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 55 Transfer Switch UC Lights 3g' Dryer Recpt GaSX2 Emergency StrobeHeat Detectors 1 Disconnect 2 Switches g4 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, Oven, DW 2, Micro, Hood, Towel Warmer, Gas FP, ERV, W/D 2, Mini Fridge, Floor Heat 7, Central Vac, 150A Panel x2 Notes: Two Story Unfinished Basement Inspector Signature: Date: January 5, 2023 S.Devlin-Cert Electrical Compliance Form � O Town Hall Annex y Telephone(631)765-1802 54375 Main Road "' Fax(631)765-9502 P.O.Box 1179 . Southold,NY 11971-0959 • �yCOUNi`t,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. Owner: (Ple se print) P41�7)1 Plumber: �� —I - -� _ CCS✓L (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. z�,z (Plumbe ature) Sworn to before me this day of_ 20221_ C � r Notary Public, County Nft 8J1{��.�YA SitO i Pu752w� aid"In sufiolh COU* OF SOUTyo� # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ FOUNDATION 1ST.Alk [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION- [ ] -FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ]' ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: sr fo �Q_ DATE �� INSPECTOR a%f so � o # TOWN OF SOUTHOLD BUILDING DEPT. . 765-1802 'INSPECTION UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: �. -t)W VA IS o 1 h � DATE t0 L+ 'U :2-1 INSPECTOR pF SOGTy�Io TOWN OF SOUTHOLD BUILDING DEPT. �ycourm ' 765-1802 INSPECTION ZIF UNDATION 1ST [ ] ROUGH PLBG. UNDATION-2ND [ ] INSULATION/CAULKINGAMING /STRAPPING [ ] FINAL [ ] FIREPLACE '& CHIMNEY [ ] FIRE SAFETY INSPECTION- [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O RE l!"KS: AAADATE INSPECTOR f TOWN. OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FO NDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION/CAULKING FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE-& CHIMNEY. [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ]. ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE D'O)-;:U INSPECTOR4 X2 i �O�apE SOuryOlo N�600 # TOWN OF SOUTHOLD BUILDING DEPT.- 765-1802 EPT.765-1802 INSPECTION [ ] FOUNDATION 1ST [y-] ROUGH PLBG. [ ] FOUNDATION 2ND [, INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ,f-oyoH-- Ptc4vy�zz4, 9Ao o c7-p-,.v PpQcm-s_ F2:1( 7GsT ��GSSti2,� TFC$� Gl� F XS W G)'JI S- 08 N-$� QA/ FoAm My Yt TTXC C G#41 LccdC t4T L14-4c rz b476) Q (3Gc6.6R- pGc'X 76ST A4AAfL1ptL5, 37457 a--Qe,�7-pE� DATE 61-IN-zz INSPECTOR OF souTyO� A �(o CALVES 1 K- * TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRS SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: /,n�IV&/ r�,n 2rl Alki, lk4,4�oel DATE 1 5 INSPECTOR Lq 62wel ves lvec� & i CL"-' # # TOWN OF SOUTHOLD BUILDING. DEPT. 765-1802 INSPECTION [ ] -FOUNDATION IST . [ ] ROUGH PLBG. [ ' ] FOUNDATION 2ND [ ] ]NSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [• .] FIRE RESISTANT PENETRATION- ELECTRICAL (ROUGH) [ :] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: 17 ace DATE AL2 INSPECTOR "i SOUIyO� -- # * TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: I IUl WV d n %zs xl �cary &M�om � vl, - - p C DATE I 1Lt INSPECTOR 6�qo 00 lX*� RM f Building Envelope p and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections 402.4.1.2 and 403.3.4 i Address of Test 630 Calves Neck Road,Southold NY 11971 Test Date 12/15/2022 Building Permit#: 46600 Compliance Pathway Performance Test Completed by: Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 r Building Envelope Tightness Volume Calculation: Check if. • . Floor Area Volume ❑ Conditioned Basement Basement ❑Conditioned Crawl space 1St 2216 19944 Sealed Attic 2rd d 1908 20304 *The conditioned floor area of dwelling is calculated in r 3 acc d'a_n-d�with ANSI 2765,except that conditioned floor Attic 11120 ea includs ateas where the ceiling height is less than 5 Total Volume 51368 CFM @50 pa 1384 Air char es/hr 5 a 1.62 g @ Code Compliance: Pass i Duct Tightness: Post Construction Tes - otal Duct Leakage t j System-1: 1st Floor Duct Location Basement •-•----------------------- Floor Area 2216 f Leakage CFM @ 25pa 88.4 CFM/100 ft'CFA 3.99 Code Compliance:1. Pass System-2: Within Condition Space Duct Location Conditioned Space-. Floor Area Leakage CFM @ 25pa N/A CFM/100 ftZ CFA N/A Code Compliance: Exempt I 1 System-3: Duct Location ------ 1 Floor Area DEC Leakage CFM @ 25pa CFM/100 ftZ CFA ode6? ^ srwi nrY+ All building envelope tightiness testing has beeri verified using instruments and procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020 New York-State Supplement,section 402.4.1.2.The building duct and plenum system has been verified as required by the 2018 IECC as amended by,2020 New York State Supplement,Section 4033.4. i I Signature: Date: 12/15/2022 Christopher Silvia,Home Energy Solutions I . ..... TOWN OF SOUTHOLD-BUILDING DEPARTMENT Town Hall.Annex 54375 Main Road P. O. Box 1179 Southold,N.Y 11971-0959 C , TelephcA:e (63-1)-,'36-5-1802 Fax(63 1)>,765-91502gov htt y. ps:HWwwsqutho1d.townn Date Received APPILI CATO N T OR 'BU"I'll ._�, Cab� .-for Offire Use Only WRMff Na 'StiAdin _D P g inspector: JUL 2 2021 -in i af fthmint'__Tbe filed 4 YW JM t'j t r. L accepted :Where the Applicant�s not the owner,ar► BLTD.�A1'G IeEIrT', Qwner's Authorization forth(Peke 21 snail be corrlpteted TOT. Date:7/7/,21 NameSCTM # 1000- -2Q T ..:,.TMK.manh_asset1LLC. Project Ad.dress:630 -calves neck:rd , ,..... .one.. .. 917-2.955408,3 4 .].kMajJ TkAtTakazoso_aolzom Mailing Address:, 5.Winche, ter Driv, C I Narne:..T.hem.is..K.,atrakazo-s ...-.,. ..... Mail&i%n"g A&d-d re-s s.:26-Winchester Drive, .Manhasset NY 11_0303 Phone#: E m—R.- at azose�a 1. O:M Q& -4 _ Tk rak 0 C .•...................... N a FM m e.:.-robert hi -wins-architect M&a iting Address:50 h i.d den.acres Path,-.wad ina river,. n.. ...1-.1.7.92 �'Pb 4,6. 3 -208-3.31, mol com 51 th ob Rtr Jb 0- scom Name:Themis. Katrakazos.. 'Ma.t.l.i.r.vg M.Address: ,.26.-Win cheste .Drive,..Manhasset NY. -.1-1.0303 Phone#: -295-7083-4-- Ema il TkatrakazosOao 1 5", -1z,-.I - ' ANewStructure DAddiffurf ElAfteratiorf BAeprafr Obernakfary Estfmaf6d'Cosf of Firoject:- 00ther $600,000 Will the lot be re-graded? E]Yes *No Will excess fill be removed from premises? DYes ®No Amr MV' �'�'!',�! ROUGH o HOP •gym �� &?': NJ INsupo-ION. s' N • • UP �. PEN ROME owl i a o�s�FFot,��oG BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD o Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 *441 Telephone (631) 765-1802-FAX(631)765-9502 Temporary Certificate # 10Date 2021 Customer Name a Electrician Nameg Address Phone e-mail e-mail O o e Phone License# Size Q A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is os m the date a ve. Authorized by i ING DREG ENT- Electrical Inspector SgN TOWN OF SOUTHOLD 9 2TLbWn Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 4r> phone (631) 765-1802 - FAX (63 1) 765-9502 �tholdt..ommMciov -seand2.southoldto�.vnnv.ciov APPLICATION FOR ELECTRICAL (INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: �,9I a ! � Company name: G S )5::�i5L.czj--!G Name: G )t;3,-rL4 o f L L a License No.: 15'79 ^�; email: Gs /6 y 0- A04 . e•-A-L Address: c3 0� p(.$-- _ S o m Phone No.: S/ JOB SITE INFORMATION (Aii in€ormation Required) Name: T! S /!'A i2,A/� q 2..o s Address: 4 3 n c/- 2d — S ova Z-0 Cross Street: &r 4-;2.s;-- Phone No.: cFI7 ,,9- oA.5 Bldg.Perm t#: y &160 email: Tax flap District: 1400 Section: Block: `7 Lot: 20 BRIEF DESCRIPTION OF WORK (Please Print Clearly) �5 o o Amp U Go Circie All That Apply: Is 16h ready for inspection?: <. YES NO Rough In Final Do you need a Temp Certificate?: YES NO Issued On Temp Infbrmatlon: (Ali information required) Service Size'1 Ph 3 Ph Size: o O A # Meters l Old Meter# =ServiceFire Reconnect- Flood Reconnect-Service Reconnected Underground Overhead [underground Laterals 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT.DUE.WITH APPLICATtON Request for inspection Form.xis ��5 .d E n rv` AN - ? �� LDJIufEp( `�1 BUI � DEPARTMENT- Electrical Inspector �,S �c� J l O G TOWN OF SOUTHOLD BU 1 rcVii oi= oT� rhiall Annex - 54375 Main Road - PO Box 1179 . o • Southold, New York 11971-0959 y p�^ Telephone (631) 765-1802 - FAX (631) 765-9502 �Ol " �a rogerr(aD-southoldtownny.gov - seand6_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date:' Company Name: �- fl'S L�L� C. Electrician's Name: 30.a e5.v r41Z_,-r_1 License No.: ,5'-7s Elec. email; Elec. Phone No:s'/` 6 X I request an.email copy of Certificate of Compliance Elec. Address.: �o. �oK r S o u, -r-iLo - JOB SITE INFORMATION (All Information Required) Name: k/-v 5; E -c- 'Address- Cross Address:Cross Street: (IT71� a-.�" Phorje No. ill BIdg.Permit#:'::'41 �.D� . email: Tax..Map.District: , ...,1000. Section: ; Black: 7° Lot: BRIEF DESCRIPTION OF.WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): N00U A. Square Footage: T 9- o ..Circle All That Apply: Is job ready for inspection?: YES NO Rough.ln Final Do you need a Temp Certificate?: YES QjO Issued On Temp Information: (All information required) Service:Size T Ph a Ph Size: A # 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 �Z, PERMIT# Address: Switches . I 11 Outletsip GFI's Surface I 2k— Sconces, , �(o HH s UC Lfs Fans F"ridge :i-/ HW ._. .. -..: Exhawst Oven 0( f. G1. (? .� �a'^'�• W/D�42 Smokes.. _......... .. . .... _._ . -. . . . ..DW .. .. .. ._.... :___. .-...., .... ... Mini .. - IVlicroGenerator. corn 'Cook-top Fr n fer j AC' AH i Hoodl -Service Ave Special.. q:I aC'r N.. ...... .. j ps Used 4400r. Ila,te- PfP, Comments: -aw GtRE TITLE SERVICES One Hollow lane,Suite 309,Lake Success,NY 11042 1 office 516.200.9626 fax 516.200.9632 www.coretitleny.com TITLE NO. CORE14143 State of New York ) County of Nassau ) I,Lawrence K. Gross,being duly sworn, deposes and says: That he is over the age of 21 years and the is the CEO of Core Title Services, LLC, as agent for First American Title Insurance Company. That title was examined to the parcel of land described on the annexed schedule and labeled parcels: A, B, C, D, E and F That said examination, commencing July 1, 1983 to determine that no contiguous property was owned by the owner of the property involved since the date of any previously applicable Zoning Ordinance. This affidavit is made to assist the Board of Zoning Appeals of the Town of Southold and County of Suffolk to reach any determination which requires as a basis therefore the information set forth herein and knowing full well that said board will rely upon the truth thereof. Core Title Services,LLC in consideration of its charges, certifies to the Town of Southold against all loss or damage, not exceeding $25,000.00, which the Town of Southold shall sustain by reason of our failure to report any deeds in the chain of title for each of the lots set forth therein as set forth in the annexed report. CORE Title Services, LLC Lawrence K. Gross, CEO Dated: Lake Success, New York May 17, 2021 TITLE SERVICES Ona F-Iollow Lonc, Su1— 309, Laka Sucaaraa, NY 11042 i to M.. 516.200.9626 fax 516.200.9632 I www.co ratiticny_cotai Monday,May 17,2021 Page 1 of 1 John Graham III, Esq. _ Thomas &Graham, LLP One Hollow Lane,Suite 309 Lake Success, NY 11042 Account Number: 19 Search Number: CORE14143 (516)502-2620 ext 561 Fax No. (516)465-9350 Order Details: Ordered: 4/14/2021 Customer Reference: TMK Manhasset I,LLC from Boyd Owner(s): Edward John Boyd V,as Executor of the Estate of Hazel K.Boyd who died a resident of Suffolk County on August 26,2007(1592132007)and as surviving tenant by the entirety to Edward J.Boyd who died a resident of Suffolk County on September 11,1986(1973P3986) Buyer(s): TMK Manhasset I,LLC 3 Premises: 205 Mid Farm Road,Southold,NY 11971(Suffolk County) KA. r Date Description of charges Amount Sales Tax* Payments Amount due 1 I r 4/14/2021 Single and Separate Search TBD $750.00 $64.69 $0.00 $814.69 * Sales Tax for Nassau-8.625% Charges: $750.00 Please make checks payable to: Sales Tax: $64.69-0, i, Core Title Services,LLC Payments: - .$0.00 rl One Hollow Lane,Suite 309 Total Due $814.69 Lake Success,NY 11042 :Fr � r i i 1 Please return this portion with your payment „ Name: John Graham III, Esq. Invoice Amount: $814.69 Thomas&Graham, LLP Amount Enclosed: $ J [ ] Please apply payment towards Search Number CORE14143. i [ ] Please apply payment towards balance under Account Number 19. Terms:All charges due within 30 days upon receipt without penalty. Please make checks payable to Core Title Services,LLC GJRE TITLE SERVICES One Hallow Lane,Suite 309,Lake Success,NY 11042 1 office 516.200.9626 fax 516.200.9632 www.cotetitleny.com TITLE NO. CORE14143 State of New York ) County of Nassau ) I,Lawrence K. Gross,being duly sworn, deposes and says: That he is over the age of 21 years and the is the CEO of Core Title Services,LLC, as agent for First American Title Insurance Company. That title was examined to the parcel of land described on the annexed schedule and labeled parcels: A, B, C,D,E and F That said examination, commencing July 1, 1983 to determine that no contiguous property was owned by the owner of the property involved since the date of any previously applicable Zoning Ordinance. This affidavit is made to assist the Board of Zoning Appeals of the Town of Southold and County of Suffolk to reach any determination which requires as a basis therefore the information set forth herein and knowing full well that said board will rely upon the truth thereof. CORE Title Services, LLC BY: ra ftm� X q> Lawrence K. Gross, CEO Dated: Lake Success, New York May 17, 2021 GJRE TITLE SERVICES One Hollow Lane,Suite 309,Lake Success,NY 11042 1 office 516.200.9626 fax 516.200.9632 1 www.coretitleny.com Title No. CORE14143 DESCRIPTION PAGE PARCEL A: Subject Premises: 630 Calves Neck Road (f/k/a 205 Mid Farm Road), Southold, New York 11971 (Dist. 1000, Section 063.00, Block 07.00, Lot 020.000) PARCEL B: Premises to the North: Calves Neck Road PARCEL C: Premises to the South East: 275 Mid Farm Road, Southold, New York 11971 (Dist. 1000, Section 063.00, Block 07.00, Lot 022.000) PARCEL D: Premises to the North East: 950 Calves Neck Road, Southold, New York 11971 (Dist. 1000, Section 063.00, Block 07.00, Lot 021.000) PARCEL E: Premises to South: Mid Farm Road PARCEL F: Premises to the West: 109 Calves Neck Road, Southold, New York 11971 (Dist. 1000, Section 063.00, Block 07.00, Lot 019.000) CORE Title Services, LLC as Agent for First American Title Insur nce Company Lawrence K. oss, CEO Sworn to before me this 17" day of May, 2021 ANDREW ZANKEL Notary Public, State of New York No. 01Z &6V ,Qualified in ppm ounty Commission Expires MQ&c1 111202H GJRE TITLE SERVICES One Hollow Lane,Suite 309,Lake Success,NY 11042 1 office 516.200.9626 fax 516.200.9632 1 www.coretitleny.com Notary Public Title Number CORE14143 PARCEL A: Subject Premises: 630 Calves Neck Road (f/k/a 205 Mid Farm Road), Southold, New York District: 1000 Section: 063.00 Block: 07.00 Lot: 020.000 Grantor: L. Barron Hill and Adelaide H. Hill Grantee: Arthur D. DeMott and Eva B. DeMott Dated: 1/27/64 Recorded: 3/4/64 Liber: 5508 Page: 148 Grantor: Arthur D. DeMott Grantee: Edward J. Boyd and Hazel K. Boyd Dated: 9/5/68 Recorded: 9/11/68 Liber: 6416 Page: 332 LAST DEED OF RECORD CORE Title Services, LLC as Agent for First America e Insurance Company Lawrence 5xross, CEO Sworn to before me this 17"' day of May, 2021 ANDREW ZANKEL Notary Public; State of New York No. 01Z"5 Qualified in ounty Commission Expires�rcbTq'p2.�/ Al'. l GJRE TITLE SERVICES One Hollow Lane,Suite 309,lake Success,NY 11042 1 office 516.200.9626 fax 516.200.9632 www.cotetitleny:com Title Number CORE14143 PARCEL B: Premises to the North CALVES NECK ROAD CORE Title Services, LLC as Agent for First American T' nsurance Company Lawrence K. ss, CEO Sworn to before me this /}day of May, 2021 Notary Public ANDREW ZANKEL Notary Public, State of New York No. 01Z395 Qualified in ounty Commission Expires Nrvr&� GJRE' TITLE SERVICES One Hollow Lane,Suite 309,Lake Success,NY 11042 1 office 516.200.9626 fax 516.200.9632 1 www.coretitleny.com Title Number CORE 14143 PARCEL C: Premises to the South East: 275 Mid Farm Road, Southold, New York District: 1000 Section: 063.00 Block: 07.00 Lot: 022.000 Grantor: Elizabeth P. Mayo Grantee: Walter W. Allen and Ruth E. Allen Dated: 5/1/72 Recorded: 5/12/72 Liber: 7151 Page: 429 Grantor: Ruth E. Allen Grantee: E. Frederick Fickeissen, Jr. and Denyse C. Fickeissen Dated: 8/19/86 Recorded: 8/25/86 Liber: 10108 Page: 192 Grantor: E. Frederick Fickeissen, Jr. and Denyse C. Fickeissen Grantee: George R. Sullivan and Margaret M. Sullivan Dated: 11/29/88 Recorded: 12/14/88 Liber: 10755 Page: 589 CORE Title Services, LLC as Agent for First A �ricanitle Insurance Company Lawrence K. ss, CEO Sworn to before me this day of March, 2021 Notar is ANDREW ZANKEL Notary Public, State of Newyork No. 01Z6 0 395 Qualified in County Commission Expires N;aft-tT 9, Af^11 -t1120ZL1 GJRE TITLE SERVICES One Hollow Lane,Suite 309,Lake Success,NY 11042 1 office 516.200.9626 fax 516.200.9632 www.coretitleny.corn Title Number CORE14143 PARCEL D: Premises to the North East: 950 Calves Neck Road, Southold, New York Dist. 1000 Section 063.00 Block 07.00 Lot 021.000 Grantor: Ralph C. Fish and Diana V. Fish Grantee: Raymond E. Golder and Anna M. Golder Dated: 10/7/63 Recorded: 10/29/63 Liber: 5442 Page: 21 Grantor: Anna M. Golder Grantee: Anna M. Golder and Ann Marie Kelly Dated: 10/15/90 Recorded: 11/26/90 Liber: 11178 Page: 347 Grantor: Ann Marie Kelly Grantee: Arthur Farber and Betty Farber Dated: 5/9/94 Recorded: 5/18/94 Liber: 11677 Page: 310 GJRE TITLE SERVICES One Hollow Lane,Suite 309,Lake Success,NY 11042 1 office 516.200.9626 fax 516.200.9632 www.coretitleny.com Title Number CORE14143 PARCEL D: Premises to the North East continued: Grantor: Arthur Farber and Betty Farber Grantee: Mary Wang and William Boak Dated: 7/7/04 Recorded: 8/4/04 Liber: 12334 Page: 876 LAST DEED OF RECORD CORE Title Services, LLC as Agent for First Americ itle Insurance Company Lawrenceross, CEO Sworn to before me this I-} day of May, 2021 Notary Publ' ANDREW Z_ANKEL Notary Public, State of New York No. 01 Z��.�S95 C Qualified in �� County Commission Expiresz9 niveil }Nj'w><y GRE TITLE SERVICES One Hollow Lane,Suite 309,Lake Success,NY 11042 1 office 516.200.9626 fax 516.200.9632 www.coretitieny.com Title Number CORE14143 PARCEL E: Premises to the South: MID FARM ROAD CORE Title Services,LLC as Agent for First American Titl surance Company Lawrence K. G s, CEO Sworn to before me this / }day of May, 2021 Notary Pub ANDREW ZANKEL Notary Public, State of New York No. 01Z 6 395 Qualified in ounty Commission Expires nn&, -,� GJRE TITLE SERVICES One Hollow Lane,Suite 309,Lake Success,NY 11042 1 office 516.200.9626 fax 516.200.9632 1 www.coretitleny.com Title Number CORE14143 PARCEL F: Premises to the West: 109 Calves Neck Road, Southold, New York Dist. 1000 Section 063.00 Block 07.00 Lot 019.000 Grantor: William A. Penney, Jr. Grantee: Barbara McCloskey Dated: 8/1/80 Recorded: 8/5/80 Liber: 8863 Page: 205 Grantor: Barabara McCloskey Grantee: Marie Scalia Dated: 6/26/86 Recorded: 7/11/86 Liber: 10075 Page: 381 GJRE TITLE SERVICES One Hollow Lane,Suite 309,Lake Success,NY 11042 1 office 516.200.9626 fax 516.200.9632 www.coretitleny.com Title Number CORE 14143 PARCEL F: Premises to the West continued: Grantor: Maria Scalia Grantee: Keven Scalia and Robert Scalia Dated: 9/15/97 Recorded: 10/1/97 Liber: 11854 Page: 677 LAST DEED OF RECORD CORE Title Services, LLC as Agent for First American�1"insurance Company Lawrence K. s, CEO Sworn to before me this /-4-day of May, 2021 Notary Pub ANDREW ZANKEL Notary Public, State of New York No. 01Z 60630 Qualified in County Commission Expires I -tc44—,4.^. Ry�r••1 ii y,�,.y i (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE 5DUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC RJRPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO TH, RTLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LDDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATIOI OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. / Pub/,C Wa erh 400 Ostrander Avenue, Riverhead, Naw York IIct01 ` ) tel. 631.727.2303 fax. 631.721.0144 N ` \ _ (Dwel/;n9 w;t admin®youngengineering.com � , �Publ;C n1M CMF \ W�RMq Thomas G NolpeHoviardrt ProfessiLand nal or 9 Engineer 22.75+ W - _\ + I Douglas E. Adorns, Professional Engineer W � E ' \ _ , 2.22 ` c w\W ' \ _ Robert G. Tost, Architect Q \ Public n9 with Robert Stromski, Architect CK _ N w _ •.. �> \ 818.04• FQO\w k'°ter, R=42.74; OVNG'S q +22.28 \- L=64.31 22 32 VENOF 3/ GgOPO's w021.78 SITE DATA sER y2 \ S ,' FE Ar 8'FbLP Ew yr�o \ ` AREA = 40,551 SQ. FT. IPF PROPOSED LP � J74 �LgQ' 22.33 SANITARY LPCMF _ \ * FINISHED FLOOR ELEVATIONS TO BE VERIFIED BY ARCHITECT n SYSTEM �i h/ ~ 1.75 40 0 0 LU-404', * VERTICAL DATUM =NAVD(1988) 0' 1,500 y fie/4�v O RD# \ tr O DW GAL ST /o ti �' , _ * SUBJECT PARCEL IS LOCATED IN ZONE X-SEE FLOOD INSURANCE RATE ,7 O 1592,; /�° 1\ , MAP PANEL NO.36103CO166 H LAST DATED SEPT.25,2009. LEGEND t:a O RD#216 P0 c"-Al-ll.mq �., O 24 p N P 9 21. o CMF =CONCRETE MONUMENT FOUND L,o ,0 !� g ROPOSEOLOC 9\ CMS =CONCRETE MONUMENT SET y° H°usEG2srORyF \ EOP =EDGE OF PAVEMENT o Ao GF�'�55gGE RgME g a 0 IPF =IRON PIPE FOUND 3 tr oA 0 15.92 (58 24.0 24.0 a' O O) RO =ROOF OVER ra c,° °i 0, OOMs r WV =WATER VALVE v DW CONI. ' a WSF =WOOD STAKE FOUND 4 °R� obi o 3a W55 =WOOD STAKE SET RD 4 = FIRE HYDRANT IPF X490• =UTILITY POLE 21.46 =END OF DIRECTION/DISTANCE RD#3 0� o m o3T LO r : .r pTPROPOSED 4 ^nj afiARINGLINE / r I V N WOODS / TEST HOLE BY McDONALD GEOSERVTCES 9C�c DATE:04/15/2021 cl \ EL=19.2 0.0' , / SURVEYOR'S CERTIFICATION � _ RIZOWN LOAM WE HPmER) CEPTT Fl TO Tie„ ra A!,1! --T I R�++-- a (O4) per, _ 1 � t AMERICAN TITLE INSURANCE COMPANY CORE TITLE SERVICE, LLC THAT THIS SURVEY PREPARED IN CMF ACCORDANCE WITH THE ODE OF PRACTICE OR LANDASURVEYS ADOPTED BY BROWN SILT \� (M) �� t ,oma`ju <,% / THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. i3.0' C-4 a o \ +18.73 O /� •��QJ if`�� y TH i �� h ��o-cr / „ t i i o PALE BROWN \ ! --� 18.83 p� �,;• �� j FINE SAND o (SP) +18.95 9.2 �� C• 1l CMF 17.0' C IPF " .....-" o HIGHEST EXPECTED Jo Op � HOWARD W.YOUNG, .S.L.S.NO.45893 �` c-•'•�' �"' GROUND WATER EL=2.0 / \ I 18.47 18.74 \ , , R �°ub7lc 9 we7j/ Q \ SURVEY FOR / W77h\ 4 / TMK MANHASSET -I; ,LLC- at Southold, Town of Southold 00 CMF Suffolk County, New York \ BUILDING PERMIT SURVEY HEALTH DEPARTMENT USE `"F County Tax Ma District 1000 Section ty p 63 Block 07 Lot 20 o � FIELD SURVEY COMPLETED MAY 14,2021 MAP PR _ EPARED MAY 19,2021 i.r'''U l.it / Record of Revisions REVISION t r y. ,• "." .vN 1^"N,l�i'1;1,°� DATE �.ld.,3..,mE,py:^),�! •.•,.,L;: ,P AMENDED TIE-IN 2021 LOT COVERAGE � A �—ZI — ( ��2 ADDED BUILDING PERMIT DATA JUNE 03,2021 15 PROPOSED 1 .A::V2,:'.(��xr�...�f..�/ .��.�� ..._..�.,...., FRAME HOUSE & GARAGE = 2,74.3 SQ. FT. = 6.8% ROOF OVER (RO) = 14a SQ. FT. = 0.4% 'Tl.apm,:F.0'IAD41COFAJ'TKONf .KA m 0 40 0 20 40 80 120 TOTAL = 2,892 SQ. FT. = 7.1% Scale: P = 40' JOB NO. 2021-0096 DWG. 2021_0096_bp 1 OF 1 T THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOi A SPECIOC PJPCSE-1d,ARE NOT TO BE LISEL TO ESTABLISH"OPEFTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE CORY.(4 CE 2TIri(.A �P, (1)UNAUTHORIZED ALTERATION OR ADDITION 0 SSU rl ) 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 LENDING INSTITUTION LISTED IIEr•EON,AND TO THE ASSIGNEES OF THE LENDING INE RTUTION iiR?IFICAil0111 SRE NOT TPPNSTr RAB,E TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA 031 WINED 1 ROM t.—,, 400 Ostrander Avenue, Riverhead, New York 11c101tel. 631.727.2303 fax. 651.727.0144 admin@youngengineering.com / Oil (q of oltq Howard N. Young, Land Surveyor Thomas G. Nolpert, Professional Engineer Adams, Professional Engineer w r ` A, E \, / Robert G. Tast, Architect Robert 5tromaki, Architect _ Z \ 3 I CMFwArFR�l Nvv� o ' SITE DATA " AREA = 40,551 SQ. FT. s op s , �y /+ * SUBJECT PARCEL IS LOCATED IN ZONE X-SEE FLOOD INSURANCE RATE \ 81g.04' Ck RO^ �w _ MAP PANEL NO.36103CO166 H LAST DATED SEPT.25,2009. \ O YO NG, w R 64 31' �IPF S gV�Nv� �'� Wo LEGEND // 1 ti� .,KSI,. IPF ! 20.p • \ CMF =CONCRETE MONUMENT FOUND / ole `5�4�21'�p,r CMF CM5 =CONCRETE MONUMENT SET l EOP =EDGE OF PAVEMENT IPF =IRON PIPE FOUND a p RO =ROOF OVER 15•g'� \ ` I WV =WATER VALVE LO O •S, WSF =WOOD STAKE FOUND W55 =WOOD STAKE SET .p QG = FIRE HYDRANT yo lot O FOU UTILITY POLE z V N�AnON p • =END OF DIRECTION/DISTANCE 3 O or� X59' 4.9, O r0) V L 3 I 41 Q E IPF I O / I 3 O / oM 0 i ! L0 / I Cbl i SURVEYOR'S CERTIFICATION }- o / =% *WE HEREBY CERTIFY TO TMK M/NNHASSET I LLC, FIRST AMERMAN TITLE INSURANCE CE NAIRA% :Y & CORE: N i \ TITLE SERVICE. LLC THAT THI5 SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. 00 cw / /! CMF N i � C 3 \ 9, Oq�O os��o�� / HOWARD W.YOUNG,N.Y.S.L.S.NO.45893 C) SURVEY FOR \ � \ CMF � IPF O / TMK MANHASSET I, LLC at Southold, Town of Southold Suffolk County, New York 0 FOUNDATION SURVEY County Tax Map D strict 1000 Section 63 Block 07 Lot 20 o CMF \ FIELD SURVEY COMPLETED MAY 14,2021 MAP PREPARED MAY 19,2021 Record of Revisions / CMF REVISION DATE AMENDED TIE-IN MAY 25,2021 ADDED BUILDING PERMIT DATA _ ^__ _ JUNE 03,2021 / FOUNDATION LOCATION SURVEY _ _— OCT.01,2021 — — ----- E E ll E m 40 0 20 40 80 120OCT 0 5 7021 DD0 9 Scale: 1" = 40' BUILDING DEPT. 0. JOB NO. 2021-0096 TOWN OF SOUTHOLD DWG. 2021_0096_foundation_loc 1 OF 1 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY UNES TO POSTING STRUCTURES ARE FOR A SPECIFIC PVRPO3E AND ARE NO'TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(5)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION 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 LENLING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. r 400 Ostrander Avenue, Riverhead, New York IIa01 1 , / tel. 651.727.2505 fax. 651.72"7.0144 odmin®youngengineering.com e '£ CMF Howard N. Young, Land Surveyor Thomas G. Nolpert, Professional Engineer Douglas E. Adams, Professional Engineer ' \ CAL VF w ' �,\ / Robert G. Tast, Architect FOP J�� vu � w\ _ \ ` / Robert 5tromski, Architect \/ /� _ / \ 818'04' 7' 3 /r, RO\�w\ - 0 4 ' R_42.74' _ \ '-I°UNG'S gV15A / O wp w� \ SITE DATA S / L=64.31 0 3 _ �R a / ELEC"MTC METER AREA = 40,551 SQ. FT. LEGEND / IPF 0"o OLP �'$S74° ,Q00, CMF `\ * FINISHED FLOOR ELEVATIONS TO BE VERIFIED BY ARCHITECT ROMA o 1 ,2�< <r{� * VERTICAL DATUM =NAVO(1988) -mNn-d-nn CE =CELLAR ENTRANCE 400, soNRy OST SUBJECT PARCEL IS LOCATED IN ZONE X-SEE FLOOD INSURANCE RATE CMF =CONCRETE MONUMENT FOUND a p ` a 3` \ �� MAP PANEL NO.3610300166 H LAST DATED SEPT.25,2009. CMS =CONCRETE MONUMENT SET W e Di =DRAINAGE INLET ." (0 O a MASONRYWq �o \ EOP =EDGE OF PAVEMENT z i �6 24.8' a A IPF =IRON PIPE FOUND F,p (V OIV 13. 222 RO =ROOF OVER 40�° p zSropy 4 �F 0WV 4 1 WSF =WOOD STAKE RFOUND tr rpqmF oti0 16 .r�VALVE t- IOUs,-, OUsf`AGAR�F ` WSS =WOOD STAKE SET uQ 0% ` a \ / 5g.3, S°NROO�FIRE HYDRANT P1�O OUTILITY POLE cq3 `� ° • =END OF DIRECTION/DISTANCE IPF / O 24 ELECTRIC O Q / / �a0 6' PANEL 3 oO SANITARY MEASUREMENTS A B -p' / / IPF ST 42' 23' 00 LPI 41.5' 35.5' LP2 58' 25.5' i/ / CONC.PAD r /POOL NT - \, , SURVEYOR'S CERTIFICATION *WE HEREBY CERTIFY TO TMK MANHASSET 1 LLC, FIRST vim. \ ' i AMERICAN TITLE INSURANCE COMPANY & CORE TITLE SERVICE, LLC THAT THIS SURVEY WAS PREPARED IN Ltd �' / WOODS cMF ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY C11 \ / r / vK o4 ,oR / THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. m C }^ J CMF O 1 IPF r ��` . �1 4 c HOWARD W.YOUNG,N.Y. S.N0.4 3 �-- �� <� + _IU S / �.q40 \ SURVEY FOR ! \ TMS: MANHASSET I, LLC r at Southold, Town of Southold Suffolk County, New York b CMF " \ ' FINAL SURVEY o ' 1n / / HEALTH DEPARTMENT USE CMF County Tax Map District 1000 Section 63 Block 07 Lot 20 o / / FIELD SURVEY COMPLETED MAY 14,2021 a / MAP PREPARED MAY 19,2021 j Record of Revisions REVISION DATE / AMENDED TIE-IN MAY 25,2021 -----sss ADDED BUILDING PERMIT DATA JUNE 03,2021 ADDED DRAINAGE DESIGN CRITERIA&CALC APR.06 2022 LOT COVERAGE FINAL SURVEY SEPT,02.2022 N g FRAME HOUSE&GARAGE = 2,749 SQ.FT. =6.8% ROOF OVER(RO) = 144 SQ.FT. =0.4% INGOUND POOL = 826 SQ.FT. = 2.0% 40 0 20 40 80 120 TOTAL= 3,719 SQ.FT. =9.2% a Scale: 1" = 40' EE JOB N0, 2021-0096 L._......_.._.__._ ____.__._�_._.__.._..________________.._ __.__ .. ____..__ _ _ _. _� DWG.2021_0096_fs 1 OF 1 R312.2 WINDOW FALL PROTECTION NOTE: NOTE:GLAZING HAZARDOUS LOCATION:R308.4 Fireplace clearance. INCLUDING BUT LIMITED TO THE FOLLOWING: All wood beams, foists, studs and TOP OF THE WINDOW SILL SHALL SAFETY GLAZING(TEMP GLASS)IS REQUIRED BE A MINIMUM OF 24"ABOVE THE FINISHED AT GLAZING IN A BUILDING WALL ENCLOSING other combustable material shall haveBATHTUBS AND SHOWERS WHERE THE a clearance of not less than 2 inches FLOOR AND GREATER THAN 72"ABOVE THE BOTTOM EDGE OF THE GLAZING IS LESS FINISHED GRADE OR OTHER SURFACES THAN 60 INCHES ABOVE A STANDING from the front face and sides of BELOW ON THE EXTERIOR SIDE OF THE SURFACE AND DRAIN INLET. masonry fireplaces and not less than 4 BUILDING. SHALL COMPLY AS FOLLOWS: WET SURFACES:R308.4.5 inches from the back faces of GLAZING IN WALLS,ENCLOSURES CONTAINING masonry fireplaces. The air space R312.2.2 WINDOW OPENING CONTROL DEVICES: WHIRLPOOL, BATH TUBS,SHOWERS, provide shall not be filled except to ide WINDOW OPENING CONTROL DEVICE SHALL SWIMMING POOLS,HOT TUBS WHERE TH BOTTOM p p COMPLY WITH ASTM F 2000.THE OPENING EDGE OF THE GLASS IS LESS THAN 60" fire blocking in accordance with DEVICE AFTER OPERATION TO RELEASE THE MEASURED VERTICALLY ABOVE ANY STANDING OR section R1001.12 of the code. DEVICE SHALLALLOW THE WINDOW TO WALKING SURFACE SHALL BE CLA IED PER TABLE R308.3.1(1)AND R308.3.1(2).1(2) FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE TO MEET EGRESS R310.2.1 EXCEPTION:GLAZING THAT IS MORE THEN 60" MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE WATERS EDGE SAFETY GLAZING IS REQUIRED ADJACENT TO STAIRWAYS,LANDINGS, AND RAMPS WITHIN rT� E 74'-3" 36 INCHES HORIZONTALLY OF WALKING SURFACE M�-�--i OR WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM 0 TREAD OF STAIRWAY IN ANY DIRECTION AND WHEN EXPOSED SURFACE OF GLASS IS LESS THAN O 58-4' 15 11 60 INCHES ABOVE THE NOSE OF THE TREAD OR WALKING SURFACE. V O 0 7'-11 Yz" 7'-11'/z' O F—I w Y T� - -------------------- ------------------------- ------- ------------ V 1 Y APPROVED AS NOT/ FRAMER TO VERIFY CENTERLINE& DATE' .P.#� E ^o HEIGHT OF WINDOW OVER KITCHEN W o —, �/Q � BY: � rT 1 r� ^ �* SINK WITH KITCHEN LAYOUT PLAN 'v 4L F�'_1 F-+� F—a CONCRETE uj PROVIDED BY BUILDER. PORCH — — — — — — — — — — — — — — — NOTIFY BUILDING DEPARTMENTAT o NLGD8080L 631-7655-1802 8AM TO 4PM FOR THE 0 co FOLLOWING INSPECTIONS: NLGD8080LI 1. FOUNDATION-TWO REQUIRED W3056-3 a �-+ N FWH2780AR TW2046 TW3046 TW2046 NLGD8080L T (2)1-3/4"x11-7/8"LVL FOR POURED CONCRETE E'� co 3-2x10 __ I 2 ROUGH•FRAMING 8�PLUMBING Q O (2)1-3/4"x11-7/8"LVL FAN [ I , (3))1 8"LVL 1 CLG SPLAY °x° �l 3. INSULATION M O E 7T(3)1-3/4"x11-7/8"LVL (3)1-314"x 14"LVL _ — — — — — -'f5' — — — — — _ N N 4. FINAL-CONSTRUCTION MUST 11'-0" -5'i� ° 1 1 I 1 % 5,/z" I BE COMPLETE FOR C.O. TYPICAL 3 ° 5'/2 I I I ALL CONSTRUCTION SHALL MEET THE HDU2 2'-0� 01 TYPREQUIREMENTS OFTHECODESOF NEW vo HOLDOWN 11 o U o I HDU2 AL YORK STATE NOT RESPONSIBLE FOR Cn o I° w I I KITCHENIT GREAT ROOM MASTER SUITE � HOLDOWN DESIGN ORCONSTRUCTONERRORS 3 a `° y z O I, VAULT TO 12'0" U) ( a� E � U limon v r r m` o N N N—a :~mjOf O= n w C0 0w o? � �t v0 � �v � =w 00 U) 1I o W OF In I flccZa oc> m m QHS , ` -� H �� rn �w �•�Y c� o C7 I I S 6'0" o 0 0 UL LISTED a z I ami c o o o o Il �.7 u_ ° PRE-FAB FIREPLACE o' .�_J 2 o.- a ° to \ / T % - ILL `Q O W O j d coo O STUDY /°\ I, v w SEE-THROUGH WITH V U l °.N 2 c o m•- C7 o c 3 w > SEALED GLASS N 00 v o L rn a 3 = 2 +' 3 ° m o D I AS PER RESIDENTAIL D N N 1 3 3 u a"i 3 °c o-a,2 t cD m ( ,� o CODE-CHAPTER 10 l _ �„ VENT TO EXTERIOR t I m 20 - � r m v o= `o v -1 x Laic ' Ing_ 030 `� I I"? ~ F- - — - 2x12 RIDGE 1 " a o•� ° c a ° g a� N - - - - - -- - - FF-- R-15 BATT g "' w I c� c°\IDo I .c ¢Ln c a) a d o INSULATION O I SEAL&INSULATE N m c a E a w E N `') I , Al OPEN ATTIC STAIR PER 12,-0„ ) H U En m iT FL- m E E`L.E 3 n io 4'0" O°' RAIL SECT. 1102.2.4 N in SEAL&INSULATE co Y i I I8'3" b-4�e QO�� O SEE DET ON DWG-3 PLATE HT \ I ATTIC STAIR PER N iv M -_- -(-� �"' SECT. 1102.2.4 -- (2)1 3/4"x11-7/8"LVL GUARDRAIL (2)1 3/4"x11-7/8"L l SEE DET ON DWG-3 — - — — — — -- — - 2-2x10 - R-15 BATT 3-2x10 — - — - — - I I I - — - — - — 3'-4'/z' S'-0" I --------- 'ot 6-6" ------------- INSULATION FEANT1Y 8'-3" s ° (D I I I I I I I I I O o DN IS w O 5'/z' 0 ' /" CV I I I 1 I I I � ' z C✓ ' 1 I I I I I I I I I O O I PUII N Q I N r - — 1Elk , I I I I I I I 'J Cl) " Do. ' 'N (D �' d' q � (D ' I FA 3'4709'4'HIGH (� LL 0 , , --------- z i in co 1 , ars .- N J co , , _� I 1 WALK-IN IN > i� y i F_- 3o'm 5'0" 3'- ' 4'-0 22x10 --------- ' cv 1 ' � + \CLOSET O CD a N GD -"1 1 , ; r 1 1 co (M J `°o ; `---------_- 1 32X10 V --------- �' 1:oNN z X ;R302.5.1 OPENING PROTECTION. o O ----- to INSULATED SOLID CORE STEEL 2'-8" NT CLOTHES DRYER `� T ,DOOR,20-MINUTE FIRE RATED. ----- ---- k�m r� (WEATHER STRIPPED o m IN ACCORDANCE WITH �� WALK-IN APTER15-CLOTHES rn ' (n ,W/SELF CLOSING DEVICE, 00 3 E o4. is CLOSET X "' ' , iv LAUNDRY D YERS EXHAUST. ° cD in cu ` 00 v ROOM `" o UP 17R O ~ -------- 1 I I I ws/lns �• ih a 9.5'7+1"NOSE 5-1/2"x 18"LVL zo LL 3'-6" T-10" ` 4-2X6 "' ----------------------------- "' ', ZO I 1 POST L v ti I 11'-4" 2'-1" 2'-0 3'-8'/�' LVL ---------------------- ------N ----- I 1 3 1'a" 12'-s" ENTRY 01 --------• 4-2X6, 2-2x10 I I = TWO STORY 2'-6" 1 -------------- - _ v0 ; POST / W CO ' GARAGEtvr DINING ROOM I I �, V FAN 6 6 I r F_ z r O 3 i DWELLING GARAGE TW2846 / I (O Z II X � ® w o > SEPARATION IN "' I I O, W J `n ACCORDANCE WITH in 114 z m I CV _' 0O ' TABLE R302.6 co z — MASTER BATH a I 1 0 N _J " ' 3 1-3/4"x11-7/8"LVL 2-2x12 TYPICAL (V W a SEE DWG-1 FOR TABLE zo ( ) N, HDU2 J (_n W N x - u_ ; INSULATE WALLS 9 42"x96" ` J 1 COMMON WITH LIVING ° I I HOEDOWN fY Q W I ; AREA. o Z TW3056 3 I Uo � 2x10 RAFTERS Yc�16"oc , Q z � _ l d (� Q � `� Q to in 2x10 CEILING JOIST' 16"oc "' �" `D rn PROVIDE: HEAT °' v _ _ _ _ _ _ „ _ — _ _ — _ 0 2x4 COLLAR TIES X48"oc o ,n !n I ' DETECTOR PER R314.2.1 U ROOF OVER @ ; of g o LINE OF WALL ABOVE U) U) CONCRETE r; 1 r a xX CD w Cn PORCH 15'-0" 1 2 ---------------------- -dam'. Lu J o 1 ~ of 2 2X8 2-2x8 U (3)1 3/4 x 9 1/2"LVL 1 1 N N (3)1 3/4"x 9 1/2"LVL 3-2x10 I ZI TW3056 TW3056 TW3p56-2 6X6 WOOD POST — — — _ — — — ,— I FINISH TO 12"X12" -------------------------'-'-------- TEMP GLASS W/AZEK TRIM Lf 1_; ryf� r9 N 6'4" 9'-3" 6'.4" 7' 11'/x' T-11 '/i 1 ' cry ° /;J21. 24'-10" 15'-11" TCtn,; (Jr rC}I.1Tf;':_t W O 74'-3" - WINDOWS, EXTERIOR FRENCH & SLIDING DRS Plans indicates ANDERSEN series 400 Tilit Wash Model Numbers and shall be In accordance with R609 B 9' PLATE HT AZ r o -� To be designed & installed as per manufacturers 10 1ST FLOOR PLAN 10 ® I��+ C specification for 140 ultimate design wind speed „ _ RED qq o SCALE: 114 = 1 -0 �f v and Table 301.2(2), 301.2(3) � . Provide HP LOW-E4 glass; U = .310, SHGC = .30 EGRESS: shall meet R 310 AREA SCHEDULE DOOR NOTES: [NY]915.3.3 Residential Buildings and Commercial Buildings Y WINDOW FALL PROTECTION: shall meet R312.2 NAME AREA INTERIOR DOORS: 8-0" HIGH With an Attached Motor Vehicle Related Occupancy Substitutions made Upon meeting Code. Carbon monoxide detection shall be installed in a central or otherwise approved *�61 See page one, general notes for additional FIRST FLOOR AREA 2223 sq ft. pp p 9 g location in each occupiable space in a commercial building and within 10 feet of 0� � 0 Q' code requirements. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD �j. �� Q q SECOND FLOOR AREA 1254 sq ft. SHALL COMPLY WITH TABLE R702,3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. the entrance to sleeping areas and sleeping units in residential buildings and commercial buildings that: �cOF NE GARAGE AREA 522 Sq ft. RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS 1. Have a communicating opening with an attached motor vehicle related occupancy, SHALL MEET ASTM E119 AND FIRE STOPPING PER ASTM E814 OR UL 1479 2. Share one or more common walls with an attached motor vehicle related occupancy,or 3. Are located one story above or below a motor vehicle related occupancy. a I G Fanda I n',.st tsrrr rave int,r:al!of to � an'ba'1rr�o'railr,cr NOTE:GLAZING HAZARDOUS LOCATION: R308.4 �, Inta re�;w aces INCLUDING BUT LIMITED TO THE FOLLOWING: \� SAFETY GLAZING(TEMP GLASS)IS REQUIRED % AT GLAZING IN A BUILDING WALL ENCLOSING �• H t !-5"mi 7ht to be 3S'.F.4 n n',.�'he,ht o' BATHTUBS AND SHOWERS WHERE THE ^and a to ue 3a" �{, BOTTOM EDGE OF THE GLAZING IS LESS F y ,a !,Pe:,n?nose of THAN 60 INCHES ABOVE A STANDING h1�as.;redSURFACE AND DRAIN INLET. `- star tread WET SURFACES:R308.4.5 GLAZING IN WALLS,ENCLOSURES CONTAINING f✓andra! WHIRLPOOL, BATH TUBS,SHOWERS, SWIMMING POOLS, HOT TUBS WHERE TH BOTTOM EDGE OF THE GLASS IS LESS THAN 60" MEASURED VERTICALLYABOVE ANY STANDING OR WALKING SURFACE SHALL BE CLASSIFIED AS HANDRAILS PER TABLE R308.3.1(1)AND R308.3.1(2) I Sp rdl;Mae spaced s'..:h:ham. 14 316'sV•ere wi!„r.p--,ss:-rCU7h 06.,Ioca:e,on sive a`S'airs EXCEPTION:GLAZING THAT IS MORE THEN 60" MEASURED HORIZONTALLY AND INASTRAIGHT LINE, FROM THE WATERS EDGE E J %Ix rr,.r.•he ght 0'guar.._' 0 I•; Cn orches,oalco-es. SAFETY GLAZING IS REQUIRED ADJACENT TO U U �. K M ni^ui^i he ght of gua rs on r cpm^site o`_':ars to Ie 34'as z Ca n,-?3M'&,-fl-CM i'?e 1103C.Of the 36 INCHES HORIZONTALLY OF WALKING SURFACE J STAIRWAYS,LANDINGS, AND RAMPS WITHIN V-31/4"�� 12'-9'/d" 7'-9" 4'-6" OR WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM FTS TREAD OF STAIRWAY IN ANY DIRECTION AND WHEN F-y EXPOSED SURFACE OF GLASS IS LESS THAN O 0 60 INCHES ABOVE THE NOSE OF THE TREAD p4 OR WALKING SURFACE, I--'� Y co 11 11 11 IL W z E w L°oind es to I:e_'raced s.•c^t!?3ta4'schorev fTl rTi Q r,:pass t^rrl_I Ih.CV 1 N yalge 1,`2 GUARDRAILS r — — — � � — — — — — — — � 7 �, TW2032 — TW304�O2 TW30410-2 TW2032 LO I 2-2x8 3-2x10 3-2x10 2 2x8 I I O 0 Ln cV iV ° 5'0" 13' 0'/z" 12'-0" 5'-6" ° I I O ♦ I I 3'/2" 3'/2' 3'/2" '/2"I I H FAN P o o U FAN KNEE WALL I ® BEDROOM #3 �2 ° �°° BEDROOM #2 G C I I E.N Y-0"CLG HT cn U� Y-0"CLG HT aoi a o 0 NW rn Cn� I I �� ro o CL (D n O O+ v in� - - - - , I / I- �H W Ow CHASE FOR wo� �� Lrnro = No N LE THAN� N HE—T I ( ZO 'd' I I /}�/yL1p`�F`I��`\ Q Z g LL �' U N p U C y ro C WITH FAtTEFeN,9{'AIN19tlOH �/r7? I I I/ ` J J < '-2Y' '_0" I GAS VENT a c o � eo o ro r,+AT A 6PHEPE t"w DlA O `�/ 5 LL ~ ~ FIREPLACE `o c"0 ° co m >• .ANNor Pass THROUGN " I I I I U UU O W O m f�X WALL MTD I =a'� O `o cc `O to L w 45"x45" / a- X O 1= I SKYLIGHT I " °X°N cv Uo v SHW FIRE PLACE I �' a'� a Y m a a) P N_ cc A.,DIA.MAXIMLII1 Ar. Y W —� ,y X C N > U d r O LL U I I I N I I 0:E� O 3 L C•E.�`g O I - - - x N GAS VENT a�!n .- c o ro•- � o c 3 6 F6 veEHo< d X v ALARM O WALK IN CLOSET I m c L p I S SEAL&INSULATE WALK-IN I Q..? y o, CL 0 Z r O lL `�I °' 20 0 SMOKE I CLOSET N ATTIC STAIR PER `� ( ci c'2 o o ro o X SECT. 1102.2.4 5-6" I L L rn N = w a3 c H°WNI.k EINE L3 ,� I N SEE DET ON DWG-3 c v ° II -6-20-.- o N o 2x12 RIDGE c: m ALARM co 2'6.. io I I L.0 �°-� m� L c E 2 cc I� - - 2x12 RIDGE- - - - - - - - - - - - - - - - - - - - - j N � ?'E S� ui, c u a- - f-- - —� O cD I ro w m. _ Q rn c m m o ALL HANDRAILS STALL Pe°ONTINU 6 THE FJLL LFN TN CJ N - I _ C.E m m'v , Q °U w ,y.. OF THE bid F"5. HdNDGPIP P.�PTION OF 4L NANDEdIL6 •————— --— • ' L '� L C w- SHALLN°TT]ELE65THANI.I•, T N°NETHANrN WERNER ATTIC LADDER,ALUMINUM,250 LB. I X I _ - I I— - _ - — - — - _ v - 2x12 RIDGE "' - — - _ — - - _ - 1 I E- n ro v I— m E a o a GICG69 9E°TIJNAL DIHEN310N,Gk THE 9HAFE SNALL _ PROVIDE AN EWI/ALFNT GRIPPING WRFAOE SEAL&INSULATE I N RECREATION ROOM , I '� - 3 I 9'-0"CLG HT ATTIC STAIR PER / N L --,aa-o in_ I SECT. 1102.2.4 I I I ------------'" I O ' SEE DET ON DWG-3 — IL;INC�, 1 I , I I 1 I I I I I I I I I I I I I I I ` BALCONY RAILING N ` 01I I <<F� I in I 2'-6" ------ --4 ' KNEE WALL 2'-4N ------ -- U) I K EE WALL ,/ I I I WALK-IN O \ ------ -- IT- U) ' OPEN BALUSTRADE BALCONY/STAIR RAILINGS I l I I I ET I N I ______ __11 W LL LL 0 I NOT LESS THAN 36"IN HEIGHT / J I 13'-6" I \ tl "' N BEARING �/ \% --------- -----' -- _j WITH PATTERN/SPACING SUCH I NrL I � MAO—WALL X I U OU I I THAT A SPHERE 4"IN DIA. I rt1- I I / N -"""' -' CANNOT PASS THROUGH / 1 I W I �f- I _________ N N w BEARING , °D x , ' 1) BATHROOM FA I / WALL ` I M. 12'-9" 11'-4" 4"DIA.MAXIMUM I I N I I 115vz" 0 3'/z"/ 3'/" - - - - "' I I I o % I '� jrI I I I I I III LL O— e LL I I II2x � � 1 9 below I o Q I BEDROOM #4 I I I I U.] r w TW2842 9' 0"CLG HT I I I ( I O _ _ I c" Y I I z TEMP GL I 2x10 RAFTERS ..'16"oc I I I I I I N U) z I I I I 2x8 CEILING JOISTS 16"oc 1 1 3-2x8 I I I N N 2x4 COLLAR TIES 1 48"cc I I J Cl) w I 2x10 FTERS 16" _ _ � J I ' 2 6 CEILING JOISTS @ 16'oc I I 7'0' TW2642-2 o I Q 2x6 ILING JOISTS @ 16"oc 2x4 COLLAR TIES @ 48' c 2 2x10 PLAT H 7 T J N I Q 2x4 LLAR TIES @ 48"oc I I I I I PROTECT ENCLOSED I ( TW30410-2 8'6" PLATE HGT ACCESSIBLE SPACE UNDER TREADS: MINIMUM 9"+ 1"NOSING I L — — — STIARS WITH RISERS: MAXIMUM 8-1/4" 1.2"GYPSUM BOARD I 15'-0" TW20210 ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH I IN GABLE OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS I r M SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN v CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL TW3 46-2 - — — — — — — — — — — — PROVIDE AN EQUIVALENT GRIPPING SURFACE Stair runs with 4 or more 2'-0" T-9'/2' 2'-0" risers require a handrail. See Tip Sh,aet 2 kx more Informationon the ^� N rrquirenuwnts for j 6-10" 6'-8" handrails. R311 7.8 1 a ~ 12'-OYs" 13'-6" O 37'-4" C--� �� •--r cti 1-1/2" SPACE c ^ HANDRAIL MINIMUM B 9'-0" PLATE HEIGHT A R312.2 WINDOW FALL PROTECTION NOTE: .� 10 2ND FLOOR PLAN 10 00 SCALE: 1/4" — 1'-O" TOP OF THE WINDOW SILL SHALL O W -b v BE A MINIMUM OF 24"ABOVE THE FINISHED g o M QED AJ R0 NOTES: FLOOR AND GREATER THAN 72"ABOVE THE E �Cy� . .I INTERIOR DOORS: 8'-0" HIGH FINISHED GRADE OR OTHER SURFACES BELOW ON THE EXTERIOR SIDE OF THE BUILDING. SHALL COMPLYAS FOLLOWS: o Knlrrnun required u stairway width is 36". [NY]915.3.3 Residential Buildings and Commercial Buildings "I R';11 7 1 \ ... With an Attached Motor Vehicle Related Occupancy R312.2.2 WINDOW OPENING CONTROL DEVICES: Ll AREA SCHEDULE Carbon monoxide detection shall be installed in a central or otherwise approved WINDOW OPENING CONTROL DEVICE SHALL Figure 2: Typical Stair Elevation HANDRAIL NAME AREA location in each occupiable space in a commercial building and within 10 feet of COMPLY WITH ASTM F 2000. THE OPENING `, 0190 �Q�w the entrance to sleeping areas and sleeping units in residential buildings DEVICE AFTER OPERATION TO RELEASE THE F0� „ 6 ATTACHED TO WALL SECOND FLOOR AREA 1254 sq ft. and commercial buildings that: DEVICE SHALL ALLOW THE WINDOW TO STAIR RAILING DETAILS/ CODE MINIMUM 1. Have a communicating opening with an attached motor vehicle related occupancy, FULLY OPEN TO MEET THE CLEAR OPENING ' STAIR/BALUSTER STYLES ARE DIAGRAMMATIC 2. Share one or more common walls with an attached motor vehicle related occupancy,or AS REQUIRE TO MEET EGRESS R310.2.1 ONLY--CONTRACTOR TO COORDINATE STYLES 3. Are located one story above or below a motor vehicle related occupancy. WITH OWNER/FINISHES ROOFING SHEATHING I RAFTER 0 TYP EXT,WALL "ll 00 R R-30 S FOAM RIDGE BOARD 8"FASCIA I IN EACH AFTER R802 4 6 COLLAR T CAVITY SHALL BE NAILED with 4-10d TYP.FLOOR CONST. BOX NAILS IN ACCORDANCE NAILER BLOCK WITH FASTENING SCHEDULE .3•*.% NAILER BLOCK :y' `-V SOFFIT ii RT SILL PLATE W/MIN. 6"FRIEZE BOARD FILL ANY GAPS TYPICALANCHOR BOLT R403.1.6 -A-VENT MAXIMUM SPACING: 1/2"@ 7TO.C. -400 STRIP VENT 00 "HO _3.S FOAM N EACH EMBEDMENT OF 7"WITH NUT&WASHER. 2Y6 CJ(a_)16"UU 2 BOLTS PER PLATE AND HOLD AT LEAST 12 -11/21'MIN OFF ONE BOLT-12"MAX AND 3 T ROOF" WITH SILICONE CAULK ENDS OF PLATES. 12 10 S-400 STRIPVENT TYP. 11 0 SPRAY FOAM SHIELD&SILL SEALER TYR COR-A-VENT IN CH RAFTER WOOD SIDING 11 10 CA TY OOD SIDING TYP.CCINC. FOUNDATIO RA ER/CEILING JOIST HEEL WALL E JOI CONNECTION RECREATION ROOM 11 U 0 i i1 ii II it liS H L BE NAILED �2l 0 ANCHOR BOLT DETAILII II II TO ETHER IN ACCORDANCE co SCALE: 1/2"= 1'-0" f2-30 BAT W H TABLE 8802.5.2 ( EE Ill FOR TABLE) INSULATICI I U) ITH SIMPSON i EACH 0 RAFTER TO STUD. CORA-VENT S-400 STRIP VENT FRIEZE BOARD co TOP OF PLATE TOP OF PLATE -APPLICATION WITH WOOD SIDING 11- 4- NTS co R-14 SPRAY FOAM I BEAM R-15 BATT , WITH R-13 BATTS INSULATION E TYP EXT TOTAL OF i WALL R-14 SPRAY FOAM WITH R-1 3 BATTS TYPICAL ROOF CONSTRUCTION tzl TOTAL OF R-27 0 STUDY class A 30 yr architectural Roof Shingles w/ 0 SILL PLATE C? L fasteners per manufacturers specification and the NYS CODE. C0 ME] [] Ll El El ENGIN LOOREERED R-19 BATT Underlayment as per section R905.1.1 & CZ FU TYPICALANCHOR BOLT -R403.1.6 �IARA G E JOISTS installed per Table R905.1.1(1) MAXIMUM SPACING: 1/2"@ 72"O.C. INSULATION M EMBEDMENT OF 7"WITH NUT&3"x3"WASHER. _TOP OF SUBFLOOR Ice & Water barrier as per section 8905.1.2 0 E 2 BOLTS PER PLATE AND HOLD AT LEAST (Note: Double underlayment is required ONE BOLT-12"MAX AND 3-1/2"MIN DFF ENDS OF PLATES. TOP OF FOUNDATION TYP AGE NN- TOP OF FOUNDATION for Roof slopes between 2 on 12 and 4 on 12) E11F1 '4 TYP.CONC.FOUNDATION .0 •A Framing As per plans with 1/2" exterior grade span rated structural plywood Sheathing, E M Nail to framing in accordance Fastener 0 0 - U) gs,t up,§ Schedules & Strapping per detail sheet(s). Em (b a) 00-84 ANCHOR BOLT DETAIL UNFINI�lED Flashing per R905.2.8 t 2 C, 4t BASEM *T 4 40 0 SCALE:: 1/2"= V-0" 2 cdu 9 • TYP FOUNDATION WALL c - 'a) =w ', ) co :; 03 00 0, 9:2 0-2 2 8 SEE FOUNDATION PLAN TYPICAL SOFFIT CONSTRUCTION. 0. e-08-9,i W. J:. to FOR SIZE AND REINFORCEMENT Q)'69 -.0 _0 12" overhangs-typical (D - 0 'd 2 C7 0 C 7.5" Azek fascia & 7.5"Azek rake boards. 0!E'�; 0 3: z -E 3: C -C) d).0 4Metal drip edge per 8905.2.8.5 41 E)- TYP.BASEll smooth Azek soffit or equal (n 4 M --L co _15-5 11) TOP OF FOOTING 2 Z 0 TOP OF FOOTING - 0..:01 C: = SECTION B I" x 5-1/2" Frieze board w/ cor-a - vent strip vent U C*2 U 0.8 C6.2 E 2 t :3 d) L) .01 L) SCALE: 1 /4" = I 'll TYPICAL EXTERIOR WALL co ) 828 E 0) C 0 S,'0 :3 X C 2 r U �n CU 0- 1-- M ._: 2x6 Doug-Fir Wood Studs @ 16" oc. E CL 0 0. FOR TYPICAL MATERIALS Double top Plate and Single Sole Plate. SEE SECTION A 1/2" exterior Grade - Span Rated R905.1.2 ICE BARRIERS; Continuous Structural plywood Sheathing. SELF-ADHERED POLYMER MODIFIEDRIDGE BOARD Fastened per Fastener schedule. BITUMEN SHEET USED IN PLACE OF 12 tyvec House Wrap or equal. NORMAL UNDERLAYMENT AND "HOT ROOF" Hardie board or cedar perfection shingles EXTEND FROM THE LOWEST EDGES OF R-30 SPRAY FOAM 7 R802.4.6 COLLAR TIES ALL ROOF SURFACES TO A POINT NOT IN EACH RA SHALL BE NAILED with 4-1 Od LESS THAN 24 INCHES INSIDE THE RAFTER BOX NAILS IN ACCORDANCE as per clients selection CAVITY installed per manuf specs and NYS code. EXTERIOR WALL LINE OF THE BUILDING. WITH FASTENING SCHEDULE INSULATION SCHEDULE ON ROOFS WITH SLOPE EQUAL OR GREATER Cont. load path strapping installed in accordance shall comply with 2018 IECC THAN 8/12,THE ICE BARRIER SHALL ALSO BE APPLIED NOT LESS THAN 36"MEASURED ALONG 12 with drawings. Provide Fire Blocking in accordance & RES CHECK THE ROOF SLOPE FROM THE EAVE EDGE OF THE 2x4 CT @ 48"nr. with 8302.11 & 8302.11.1 and BUILDING 7 Draftstopping per R302.12 & R302.12.1 Location R-value Thickness "HOT ROOF" AFTER/Cl JOIST HEEL Hot Roof R-30 spray foam R-30 SPRAY FOAM JOINT CONNECTION TYPICAL FLOOR CONSTRUCTION Flat Clg R-30c 8-1/4" IN EACH RAFTER SHALL BE NAILED TOGETHER IN ACCORDANCE CAVITY 3/4" Plywood Span Rated Subfloor, Vault CIg R-30 spray foam WITH TABLE R802.5.2 (SEE DWG-1 PORTABLE) Glued and Nailed in Floor unheated space) R-19 611 WITH SIMPSON Ill AT EACH accordance with the fastener schedule. Floor(outside air) R-30c 8-1/4" RAFTER TO STUD. Floor joists and Bridging as per Code. Exterior 2x6 walls R-27 5-1/2" TOP OF PLATE TOP OF PLATE R-14 spray foam + R-1 3IR802.5.21 LAPPED JOIST TYPICAL FOUNDATION CONSTRUCTION air seal walls to pass 3 air changes per hour I APPI.-II OT LESS THAN 3". in accordance with chapter 4 Above grade attic walls R-15 3-1/2" ALL E NAILED 16d CNNI 0 M 1:3 [3 [3 [3 LUC�NAILS IN ACCORDANCE 1313 3000 psi Air Entrained cast-in-place concrete C) Z Foundation Rim Joist: R-21 W]II H TP 3_E R802.5.2 ON Ill-I wall on cast-in-place Concrete Wall Footing per All Glazing U = .30 SCGH: .30 2X8LEDGER 6 < C) C6 CNNI -I LAG SCREW TO R403. refer to Foundation Plan for footing size & 1714 W Doors-less than 50% glazing U = .40 CD BEDROOM #4 BEDROOM #3 R-14 SPRAY FOAM U-1 STUDS @ 16"OC WITH R-13 BATTS thickness. Concrete Horizontal and Vertical Door-more than 50% glazing U = .30 SCGH: .30 SIMPSON SKEWED TOTAL OF R-27 _J HANGER @EACH Reinforcement per Chapter 4. & gen note #6. < I LLI 0 1_: *If part or the entire attic will be decked over with plywood, RAFTERIz-so BATT ENGINEERED Damproofing per R406. 2- 2x6 approved < 12 INSULATION treated Sill Plates, Sill Seal And Termite shield per JOISTS :i the ceiling joists must be deep enough in order to fit the TOP OF SUBFLOOR 4 FLOOR -TOP OF SUBFLOOR Section R318. Anchor bolts per Foundation Plan batt insulation so that it is not compressed. If not then - - - - - - Cand R403.1.6 CIg Jsts will have to be built up or upgraded to the next size. TOP OF PLATE TOP OF PLATE -S. - - - - - - INTERIOR WALL FINISH Other Specifications: WRAP HEADER IN BLOCKING R-14 SPRAY FOAM Provide 1/2" Gypsum Wall Board on ceilings AZEK BOARDS • Windows: U< 0.30, SHGC:5 0.30 WITH R-13 BATTS and walls except basement walls & c1gs - unless • 2: 100% high efficiency lighting (CFL's or LED's) 4"AZEK BEADED S TOTAL OF R-27 noted. Min 1/2" Moisture Resistant Wall Board on • < 3 air changes per hour PORCH SOFFIT ON Ceiling and all walls in Bathrooms (humid areas) FURRING STRIPS KITCHEN All Energy Star appliances C? DINING C? and 5/8" cement board on walls and ceilings in wet areas. ROOM 8403.6 Mechanical ventilation shall be provided that Provide 5/8" Fire Rated gypsum wall Board on walls and ceiling located as per code, manufacturers meets the requirements of section M1507 ENGOR\INEERED requirements and drawings. U FILO R403.7 Heating and cooling equipment shall be JOISTS sized in accordance with ACCA manual J by a TOP OF SUBFILOOR 41 TOP OF SUBFILOOR 7M)UUUUUU U 1)U U U U U)0(.5 o o 5 0 certified third party rater. �e--o " J, r. �> TOP OF FOUNDATION TOP OF FOUNDATION V a.. z- - - - - - - 4 00 4bU BLOCKING 4-k 4" �-�__STEEL R-19 BATT BEAM INSULATION %'LID Al 4 %14 4b UNFINISHED *14 f 4 .4 SE1, BASEMENT CTION - A 11 SCALE: 1 /4" -0 1 ' 4:4 %4 TYP. 4:BASEMENT SLAB � OF N TOP OF FOOTING .7-77-_ TOP OF FOOTING N ` I 400 Ostrander Ao,RNerh sod,Nb York 11901 \ - / tnl.691.7372903 fm,691..1270144 �--L admMyamgeng4narlr�geom ` 1 FR»lard Kl Y lad Su/Y Fr� sga,.qoo ` \ \ aeuglm E Alone,FYOPe»trial Egtrner �AL� / _ V, A. R b.,b St,—kl,A-hit—t R=42.74' B R S' I Ir CK RO O "` SITE DATA /J S / L=64.31' AREA=40,551SQ.FT. LEGEND 7za. � ,r:O O S79°d2.0� -FRIIS/ ED FLOOR ELEVARONs IO BE VERIFIED BY APLaTECT CE r>• =CELLAR ENTRANCE _b•'A4•Wae.OST ^'I� E u 'VERTICAL DATUM =NAVD(1988) CMF =CONatETE MONUMENT FOUNDo +R` -\ •SUBTECTPARCELIS LOCATED IN ZONE X-SEE FLOOD INSURANCE RATE CMS =CONCRETE MONUMENT SET g ,gz,e �\ MAP PANEL NO.36103CO166 H LAST DATED SEPT.Z5,2009. DI =DRAINAGE INLET oI $ + EOP =ED6EOFPAVEMENT IPF =IRON PIPE RO eROOF OVER € n N•' 2•.Oi +/' WV =WATER VALVE y • z at WSF =WOOD STARE FOUND o 0 WSS =WOOD STAKE SET XX -FIRE HYDRANT h ee't• O i{jL aUTILITY POLE C 2 rAt+o =END OF DIRECTION/DISTANCE Y� tied z' 11 a 4 q 0 A,AI An ,• 1S __b•. e.N SANITARY MEASUREMENTS ,YµX• '� 3 A B R/ ST 42' 23' �`�•. LPI 415 35.5' LP2 58' 255' SURVEYOR'S CERTIFICATION •WEHERESYCERRFVTOTMK MAN HASSET 1 L.L.C.FIRST AMERICAN TITLE INSURANCE COMPANY&CORE S _ N TITLE SERVICE.LLCTHATTaSSUVEYWASPREPAREDIN �— - 0 WOODSb ACCORDANCE WITH TFECODE OFPRACOCE FOR LAND SURVEYS ADOPTED BY \ 1 $c S$ TRE NEW YORKSTATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS se of:NEIV y�&�S o .® HOWARD W.YOUNGNYS. .NO.458 S 45893 � , \ QOgo SURVEY FOR 1 u L l TMK MANHASSET I, LLC \ at Southold,Town of Southold n, // \ \ Suffolk County,New York FINAL SURVEY `y/ 3 m HEALTH DEPARTMENT USE 3 I\j , CountyT Mop n,e<,1000 s<aean 63 ewn 07 Lo. 20 FlaSURVED AM YCOMPLETEY 19,2021 14,2021 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES MAP PREPARED MAY APPROVAL OF CONSTRUCTED WORKS FOR Record of Revisions ASINGLE FAMILY RESIDENCE REVISION DATE AMENDED REIN MAY 25 2021 Date__Lw8Wm H S.Ref ND. R-zlns62 — DATA APILM 201!2 LOT COVERAGE --— — A nnvPY s Pr Din 9 The sewage disposal and water__AI` supply IaO las a1 ihs Rocatm have been �Y FRAME NOOSE66ARA6E =2,7495Q.FT. a687hsps I.dandlpr CeIfed Dythis Oepar(menl Or IherageOCes arltl!pond 3 ROOF OVER(RO) =I"SQ.FT. =0.4% to De satisfactory FOR A MAXIMUM OF__6_BEDROOUS INBOUND POOL a It SQ FT. =217X i TOTAL 3,719 PPER,P.E, 40 0 20 40 BD 120 �'� �9'� CRAIG iCNEPPER,P.E,CHIEF OOue Of waster/ate(Managemenl Seale:I"=40' TOB NO.200M DWS.202I_Do96_, 1 OF 1 k OCCUPANCY OR APPROVED AS NOTED USE IS UNLAWFUL DATE: • B.P.# WITHOUT CERTIFICATE Fd - 6 BY: OF OCCUPANCY NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: CC MPLY WITH ALL CODES OF 1. FOUNDATION - TWO REQUIRED NEW YORK STATE & TOWN CODES FOR POURED CONCRETE AS REQUIRED AND CONDITIONS OF 2. ROUGH - FRAMING & PLUMBING 3. INSULATION SOUTHOLD TONN ZBA 4. FINAL - CONSTRUCTION MUST SOUTHOLD TOWN PLANNING BOARD BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE SOUTHOLD TOWN TRUSTEES REQUIREMENTS OF THE CODES OF NEW ::;7- N.Y.S.DEC YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. RETAIN STORM WATER RUNG, PURSUANT TO CHAPTER 236 DO NOT PROCEED WITH OF THE TOWN CODE. FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HAS,BEENu APPROVED.,;,;. TRUSS PLACARDING REQUIRED Fire sepa�tion BMr CM VIMW >v REQUMED required as per NYS Code All exterior lighting Installed,replaced or PLUMBER CERTIFICATION repaired shall conform ON LEAD CONTENT BEFORE to Chapter 172 - - CERTIFICATE OF OCCUPANCY of the Town Code SOLDER USED IN (NATER Must provide Manuals SUPPLY SYSTEM CA/VA10 T D,J and S as per EXCEED 2/10 OF 1% 1.r-��°� NYS Energy Code PLUMBING Blower door ALL PLUMBING WASTE &WATFR L►�«� and ductwork TESTING BEt=�;;�_ V - testing required. GENERAL CONSTRUCTION MOTES 14a. Draftstoppping material R302.12 shall be as follows: TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES MIN. UNIFORMLY DISTRIBUTED LOADS FASTENING SCHEDULE In combustible construction where there is usable space both above and below the concealed space BASED ON TABLE R602.3 (1) NAILING SCHEDULE 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. of a floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does USE LIVE DEAD as adopted by New York State May 12, 2020, not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately PLUMBING FIXTURE TRAP SIZE LOAD LOAD Additional Code Compliance: equal areas.. Draftstopping shall be provided in the following locations; MINIMUM Uninhabitable attics without storage 10 DESCRIPTION NUMBER AND TYP 2020 Energy Conservation Construction Code of New York State, the 1. Ceiling is suspended under floor framing. of FASTENER SPACING AND 2020 BuildingCode of New York State; Plumbing code; Fire code; Mechanical code; inches LOCATION 9 2. Floor framing is constructed of truss-type open-web or perforated members. Uninhabitable attics with limited storage 20 10 Fuel gas code; Existing building code; Property maintenance code. Bathtub (With or Without Shower head y ALL CODES shall supersede the drawings and shall be incorporated into the 15. No backfill shall be placed against the foundation walls Habitable attics&attics served with fixed stair 30 10 ITEM ROOF FRAMING and/or whirlpool attachments 1-1/2 drawings WHETHER they Eire indicated on the Plans or NOT. until the first floor framing is in place or brace the foundation 4-8d BOX (2-1/2">OR Bidet 1-14 Balconies(exterior)and decks 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE EACH RAFTER,TOE NAIL 3-8d COMMON Additions,Alterations& Renovations: shall conform with Appendix J 16. Double joists under parallel partitions and under whirlpool tubs. Clothes Washer standpipe 2 Fire escapes 40 20 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR Double around openings in floor and roof framing. Dishwasher on searate trap) 1-1/2 3-8d COMMON EACH JOIST,TOE NAIL 2. Written Dimensions take precedence over scaled dimensions Guards and Handrails 200 CEILING JOISTS NOT ATTACHED TO PARALLEL 4-10d BOX (3")OR Floor drain 2 3 RAFTER LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON 3-1/2" FACE NAIL 17. Metal flashing shall be installed were concrete abuts wood, Guard in-fill components 50 CEILING JOISTS ATTACHED TO PARALLEL 3. The contractor prior to the start of construction shall verify all and were decks abut house framing. Kitchen Sink (One or two traps, With or p 4 RAFTER HEEL JOINT SEE TABLE R802.5.2 FACE NAIL dimensions,existing or new and be responsible for field fit. Without dishwasher and food waste disposer) 1-1/2 passenger vehicle garages 50 COLLAR TIES 18. Install joist hangers at all flush structural load bearing conditions. p ) 5 4-10d BOX (3") OR g g Laundry tub one or more compartments) - OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, ry ( p ) Rooms other than sleeping rooms 40 10 shall be installed in accordance under latest State approved Building Codes. 19. All habitable rooms shall be provided with aggregate glazing area of not less 8 percent of the Lavatory - 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND All systems are to be designed, installed, &specified by the general contractors; HVAC, floor area of that room,and the minimum openable area to the outdoors shall be 4 percent of Shower (based on the total flout rate through Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE electrical or plumbing sub-contractors. the floor area being ventilated. Refer to Residential Code section R303 Stairs 40 20 OF EACH RAFTER OR TRUSS Electrical certificates are to be provided the electrical contractor. ShowerheadS and bodysprays) 20. All window and door headers to be 2-2x10 unless noted otherwise. Flow rate: Roof 20 20 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 4-16d OR 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity 5.7 gpm and less 1-112 3-10d COMMON TOE NAIL of 2000 pounds per square Foot. All Footings shall be 36" below grade Minimum. It shall 21. Vent dryers to exterior as per Section M1502 3-16d BOX OR be the responsibility of the general contractor to verify the depth of all existing footings Vent range hoods as per Section M1503 More than 5.7 gpm up to 12.3 gpm 2 2-16d COMMON END NAIL disturbed by construction. Bathrooms/mechanical ventilation as per Section M1507 More than 12.3 gpm up to 25.$ gpm 3 ALLOWABLE DEFELECTION OF ALLOWABLE More than 25.8 gpm up to 55.6 gpm 4 STRUCTURAL MEMBERS DEFLECTION WALL FRAMING TABLE R401.41 subscript b: Where the building official determines that in-place soils 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 Rafters having slopes greater than 3112 with 16d COMMON with an allowable bearingcapacity of less than 1 500 psf are like) to be resent at the site, $ STUD TO STUD(NOT BRACED WALL PANELS P Y � P Y P and NFPA 72 .Shall be provided in each sleeping Room, outside of each separate sleeping no finished ceiling attached to rafters LI180 ) 3.5"x 0.162" 24"O.C. FACE NAIL I✓ the allowable bearing capacity shall be determined by a soils investigation. area in the immediate vicinity of the bedroom and on each story of the dwelling, including 9 STUD TO STUD AND ABUTTING STUDS AT 16d BOX basement and cellars and not less than 3 feet from the bathroom door containing a Interior walls and partitions H/180 INTERSECTING WALL CORNERS AT BRACED WALL PANELS (3-1/2"x 0.162") 16"O.C. FACE NAIL U OV, 6. Cast-in-place concrete shall be air entrained; 5%< 7%total air content by volume and have bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source. 16d COMMON 10 BUILT-UP HEADER 16"O.C. FACE NAIL ALONG EDGES c0a an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, WHENEVER an alteration, addition, or conversion is made to an Existing Residence, LI360 (3-1/2"x 0.162" slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. TABLE R302.6 �1 garage P P P the smoke detection system of the ENTIRE residence must be brought up to code, All other structural memebers 11 CONTINUOUS HEADER TO STUD 5-8d BOX(2-1/2"X0.113") � v All Concrete shall conform to the latest ACI standards. hardwired and interconnected. DWELLING -GARAGE SEPARATION L1240 OR 4-8d COMMON TOE NAIL rn n O p SEPARATION MATERIAL Exterior walls with stucco finish H/360 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL ^ R404.1.3.2; Reinforcement for Foundation Walls: Steel reinforcement shall comply with 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 the requirements of ASTM/�615,A 706 or A 996. of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping area FROM THE RESIDENCE AND ATTICS NOT LESS THAN 1/2"-INCH GYPSUM OR Exterior walls-wind loads/brittle finishes L/240 8-16d COMMON 3-1/2" P P g ( ) FACE NAIL ON EACH SIDE OF END V,1 Minimum yield strength of reinforcing steel shall be:40,0000 psi(grade 40), in the immediate vicinityof the bedrooms. combination carbon monoxide EQUIVALENT TO THE GARAGE SIDE 13 DOUBLE TOP PLATE SPLICE OR 12-16d BOX(3-1/2") JOIST(MIN 24"LAP SPLICE LENGTH CU Exterior walls-wind loads/flexible finishes L/140 r l required reinforcement shall be in accordance with Table R404.1.2(1)thru and smoke alarms shall be permitted in lieu of carbon monoxide alarms. NOT LESS THAN 518"-INCH TYPE X GYPSUM EACH SIDE OF END JOINT) ry Y R404.1.2(9). FROM HABITABLE ROOMS ABOVE THE GARAGE 16d COMMON BOARD L=span length,H=span height 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST (3-1/2")OR 16"O.C. FACE NAIL All CO alarms shall be connected to the lighting circuit with no intervening wall OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL Location of Reinforcement:The center of vertical reinforcement in basement walls shall be switch with batterybackup. Battery-powered alarms are not allowed. STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES p USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN 1/2"-INCH GYPSUM BOARD W located at the centerline of the wall determined from tables R404.1.2(1)through R404.1.2(9). 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL � ^ Vertical reinforcement in basement walls shall be located 24. WALL BRACING: Buildings shall be braced in accordance with TABLE R802.5.2 OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL f--1 to provide a maximum cover of 1-1/4 inches from the inside face. NOT LESS THAN 1/2"INCH GYPSUM BOARD section R602.10.4.2 Continuous sheathing method. GARAGE LOCATED LESS THAN 3 FEET FROM A APPLIED TO THE INTERIOR SIDE OF RAFTER/CEILING JOIST HEEL CONNECTION � � � N End conditions for braced wall lines for the continuous sheathin shall conform DWELLING UNIT ON THE SAME LOT 16 3 16d BOX N 9 EXTERIOR WALLS THAT ARE WITHIN THIS AREA TOP OR BOTTOM PLATE TO STUD END NAIL R404.1.3.2; Concrete basement foundations shall have horizontal reinforcement as follows: to Figure R602.10.7. Braced wall panel connections RAFTER RAFTER GROUND SNOW:20 PSF 2-16d COMMON Based on Table R404.1.2(1)- (includes basement entrances and window wells) shall comply with nailing schedule and Figures R602.10.8(1)&R603.10.8(2) SLOPE SPACING 3 1 Od BOX co Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD ROOF SPAN 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS FACE NAIL F� wall and One#4 bar near mid-height of wall. SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. 2-16d COMMON E---i 9 25. WIND DESIGN: shall be as per R301.2.1 A continuous load path shall be Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of 12 FT 20 FT 28 FT 36 FT 3-8d BOX wall and One#4 bar near the third points in the wall story. provided to transmit the applicable uplift forces in section R80211.1 from the RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS 18 1" BRACE TO EACH STUD AND PLATE SHALL MEET ASTM Ell AND FIRE STOPPING PER ASTM E814 OR UL 1479 2 8d COMMON FACE NAIL Y roof assembly to the foundation. M O I✓ NUMBER OF 16D COMMON NAILS ^^ . 7. Base design value for visually graded dimensional lumber: Joists,studs Rafters and All 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of Framing lumber shall be DOUG-Fir Larch#2 or better, E= 1,600,000 asphalt shingles shall be tested in accordance with ASTM D 7158 and classified 3: 12 i s"O.C. 5 s 10 13 Min. Flo for dimensional lumber=850 psi. as per Table R905.2.4.1 of the NYS Residential Code. TABLE R301.2.1.2 Windborne Debris protection 4: 12 16"O.C. 4 6 8 10 Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or Fastening Schedule for wood Structurail panels N o Including but no limited to: Deck Framing, Posts, (Headers, Girders&Ledgers. copper roofing nails, minimum 12 gage shank with a minimum- 5: 12 16"O.C. 3 5 6 8 ' ° E 3/8"inch diameter head. The fasteners shall penetrate through the roof sheathing FLOOR FRAMING ° ° M• 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer Fastener Panel Span Panel Span Panel Span 7:12 16"D.C. 3 4 5 6 rn °0 O12 ` ° o cD a.) All Fasteners shall be Riot Dipped Galvanized-ASTM A 153 class D but not less than 4 per strip. Type Less than or less than or less than or w`--� € r N•o o P p' Yp 21 JOIST TO SILL, TOP PLATE OR GIRDER PER JOIST 4 8d BOX PER JOIST-TOE NAIL 8•?o oc� ° a c m � >, or stainless steel. equal to 4 feet equal to 6 feet equal to 8 feet 9 12 16"O.C. 3 4 4 5 3-8d COMMON ° o ° b.) Use Copper flashing Only against ACQ Lumber Sill Plates 27. Flame Spread Index: R302.9 ` o a o c. All Structural connectors i.e. Simpson strong-Tie Tie or USP, etc 12: 12 16"O.C. 3 3 4 4 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON ° ° m w o P 9- wall and ceiling finishes shall have a flame spread index<_200 No 8 Wood screw 22 PLATE(ROOF APPLICATIONS ALSO) 10d BOX 6"O.C.TOE NAIL .�o °.� o shall be Hot-Dipped Galvanized or Stainless Steel. Insulation material, g ll r vapor retarders within roof, floor,wall, ceiling assemblies 16 inches 10 inches p based anchor with 8 inches a 1=11 &attics shall have a flame spread index:5 25 ter on center on center THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 2-10d BOX on centN 9. All Engineered Wood Products such as"Trus Joists, Micro-Lam, etc"shall be 2 inch embedment BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS 23 BLOCKING TO JOIST 2-8d COMMON EACH END •° 3 L 'E 3 len ht ° ° ° a °-C-002 installed in accordance with the manufacturers latest installation details, Smoke-developed Index: R302.10 g LOCATED HIGHER IN THE ATTIC THE HEEL JOINT ° Framing connectors,Allowable Hole diagrams, specifications, etc. wall and ceiling finishes having a smoke-developed index 5 450 CONNECTION SHALL BE INCREASED AS FOLLOWS: 24 4-16d BOX �, °� F - °' L m E= 1.9„ Flo =2,600 psi, Fv=285 psi Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies No 10 Wood screw BLOCKING TO SILL OR TOP PLATE 3-16d COMMON TOE NAIL s L Co m'00 "Micro-Lam"Design Stress: p p p g � � � �o ° Parallam PSL Design Stress: E=2.0, Flo=2,900 psi, Fv=290 psi &attics shall have a smoke-developed index:5 450 tested with ASTM E 84 or UL 723 based anchor with 16 inches 12 inches 9 Inches H C / H r HEEL JOINTAJDUSTMENT FACTOR ;� ° 0 o w c �, C _ "Anthony Power Beams Design Stress; E=2.1, Flo =3000 psi, Fv=300 psi 2 inch embedment on center on center on center 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) 3 16d COMMON AT EACH BEARING,FACE NAIL L'� �� iE= E E�o n 4-10d BOX 2 '- N E f6c "i= U c 28. SWIMMING POOLS. Shall conform to Section R326 lenght 1 / 3 1.5 `6 Z ° ¢ 0 o t a� c aE m m o �. 10. R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, I I ,� each sleeping rooms in basement, habitable attics, and every sleeping room 29. SOLAR READY DWELLINGS: Shall conform to Section R324, including but not limited to: 1 /4 1.33 26 BAND OR RIM JOIST To JOIST 4-10d BOX PER JOIST N a I- (D E o- o n a.This table is based on 180 ultimate design wind speed and a 45-foot mean roof height. 3-16d COMMON shall have at least ONE operable emergency escape opening as follows: Solar ready roof zone area of not less than 300 sq. ft.Access and pathways, roof access points, 1 / 5 1.25 Sill height of not more than 44 inches above finished floor. ground access areas. panels shall not be located less than 18"from a valley b.Fasteners shall be installed at opposing ends of the wood structural panel. 1 / 6 1.20 27 BUILT-UP GIRDERS AND BEAMS i Od BOX 24"O.C.FACE NAIL TO TOP&BOTTOM z A. Minimum net clear opening of 5.7 square feet. Fasteners shall be located a minimum of 1 inch from the edge of the panel. STAGGERED ON OPPOSITE SIDES O Except grade floor openings shall have a minimum net clear A permanent certificate indicating the"solar-ready zone"and other requirements of 4-16d BOX opening of 5 square feet. this section shall be posted near the electrical panel or water heater by the builder. c.Anchors shall penetrate through the exterior wall covering with an embedment length of 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS EACH JOIST OR RAFTER, FACE NAIL LU not less than 2 inches into the building f 3 16d COMMON I- B. Minimum net clear opening height shall be 24 inches. g rame. Fasteners shall be located not less than (n I__ V � a- 2-1/2 inches from the edge of concret block or concrete. TABLE 802.11 2-10d BOX 3" OR Ill O W C. Minimum net clear opening width shall be 20". The main electrical panel shall have reserved space for a dual pale circuit breaker 29 BRIDGING OR BLOCKING TO JOIST ( ) EACH END, TOIE NAIL (� RAFTER UPLIFT CONNECTION FROM WIND 2-8d COMMON(2-1121') Z Z J_ D. emergency escape and rescue openings shall be operational for future solar electric installation and labeled"for future solar electric d.Where screws are attached to masonry or masonry/stucco,they shall be attached from the inside of the room without use of keys or tools. using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. WOD STRUCTURALPANELS SUBFLOOR J Z N WHERE Basement contain more than one or more sleeping rooms, 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 RAFTER ROOF EXPOSURE C Q Q �-, an emergency escape opening shall be provided for EACH sleeping room. SPACING SPAN ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND W Q O F- Ca Emergancy escape and rescue opening shall open directly to the outside 31. NEW Construction/Additions&Alterations: Exterior glazing in buildings located in Wood-Borne debris regions shall (FEET) ULTIMATE WIND SPEED PARTICLE BOARD WALL SHEATHING TO FRAMING = i1 () W -� be protected from wind borne debris. It shall be the responsibility of the General contractor or his subcontractors to submit Glazed opening protection shall meet the Large Missle test ASTM E 1996 130 140 DESCRIPTION OF SPACING OF FASTENERS V z EXCEPTION: Grade floor or BELOW grade floor openings shall have in detail the design,calculations,drawings,written statements of the mechanical, and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 ROOF PITCH ROOF PITCH BUILIDNG ELEMENTS NUMBER AND TYP INTERMEDIATE ROOF SHEATHING LU L- _ �- a net clear opening of not less than 5 square feet. air conditioning,ventilation, heating systems(new,existing or upgraded) Garage door glazed opening protection for wind borne debris shall meet <5:12 z 5:12 <5:12 Z 5:12 OF FASTENER PANEL EDGES J stamped b a professional engineer if required b the Owner or Building Dept. ANSI/DASMA 115. Areas within hurricane prone regions: SUPPORTS GABLIE END WALL FRAMING U) P Y P 9� q Y 9 P P 9 (� � 11. STAIR HANDRAIL: R311.7.13 Provide Handrail on at least one side of each (1). within 1 mile of the coastal high water line were the ultimate design 214 201 263 247 6d COMMON(SUBFLOOR,WALL) continuous run of treads or flight with FOUR OR MORE RISERS. wind speed is 130 miles per hour or greater. 16"O.C. 12 30 3/8 - 1/2" 8d COMMON(ROOF) 6" SEE NOTE A 6" Handrail Height measured above stair tread nosing, shall not be less than (2). In areas where the ultimate wind design speed is 140 MPH or greater. 16"O.C. 18 277 259 342 322 34 inches and not more than 38inches. All Handrails shall be continuous A. EXCEPTION: 31 - 8d COMMON 6" SEE NOTE A 6" the full length of the stair from a point directly above the top riser of a flight 16"O.C. 24 340 318 422 396 19/32" 1 to a point directly above the lowest riser of the flight. Handrails adjacent to "'- 6„DIAMETER -� Wood Structural panels with a minimum of thickness of 7/16 inch and a maximum span , I of 8 feet shall permitted for opening protection. Panels shall be precut&predrilled to a wall shall have a space of not be less than 1-1/2' inches between the wall cover the glazeded 16"O.C. 28 348 358 476 446 openings with attachment hardware provided in the table below. 32 1-1/8"- 1-1/4" 10d COMMON NAILS 6" 12" and the handrail. see code for exceptions. Refer to Code for grip size specifications. r Label all panels and store in a clean dry area of the house. 32 427 398 529 496• CONSTRUCTION TYPE Attachments shall be provided in accordance with the table as follows: 16"O.C. 1/2"STRUCTURAL CELLULOSIC � f�° , , "III", "IV", OR"V" 33 FIBERBOARD SHEATHING 1-1/2"GALV.ROOFING NAIL 3" 6" W 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" 1 s"O.C. 36 469 438 538 547 � above the floor or grade below shall have a railing not less than 36 inches ' in height. Railings shall have Top rails and Balusters and Bottom rails that are 16"O.C. 42 535 499 664 622 5/8"STRUCTURAL CELLULOSIC r- Q NO MORE THAN 4 INCHES APART. EXCEPT:the triangular openings formed REFLECTIVE RED 34 FIBERBOARD SHEATHING 1-314"GALV,ROOFING NAIL 7 7 �O Z PANTONE#187 16"O.C. 48 599 559 745 697 N U) by the riser,tread and bottom rail of the guard rail at the open side of a stairway � I are permitted to be of such a size that a 6 inch sphere cannot pass through. 35 1/2" GYPSUM SHEATHING 1-1/2"GALV.ROOFING NAIL 7" 7" o6 Q Open sides of stairs with a total rise of more than 30 inches above the floor or CV W L1J grade below shall have guards not less than 34 inches in height measured --t vertically from the nosing of the treads. REFLECTIVE j� ,' TABLE 507.9.1.3(1) 36 5/8" GYPSUM SHEATHING 1-3/4"GALV.ROOFING NAIL Q WHITE FIELD }. DECK LEDGER TO BAND JOIST CONNECTION 7 7 0- 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window -- EXTERIOR WALL WOOD STRUCTURAL PANELS opening is located LESS than 24 inches above the finished floor and GREATER ""' 7/16" min. structural I WOOd JOIST SPAN TABLE R602.3 (3) plywood CONNECTION TO RESIST WIND PRESSURES than 72 inches above the finished grade or other surface below on the exterior `"-L-��---v�- Panel, Attached to DETAIL <6' 6'1"TO 8' 8'1"To 10' 10'1"TO 12' of the building,the window must be provided with a window opening control device DESIGNATION FOR STRUCTURAL ---.. ~ WALL that compiles with R312.2.2 Window Opening Control Devices. Frame in accordance 1/2"DIA. LAG SCREW MIN.WOOD NAIL SPACING COMPONENTS THAT ARE OF 1/2 DESIGN CRITERIA 30" 23" 18" 15" MINIMUM NAIL MIN WOOD STUD TRUSS TYPE CONSTRUCTION with Table R301.2.1.2 & 1/2"MAX. SHEATHING NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in STROKE SPACING EDGES FIELD accordance with R302,11 thru R302.11.2 and Draftstopping shall be "F" FLOOR FRAMING INCLUDING of the residential code PANEL SPAN RATING THICKNESS installed per R302.12 thru F:302.12.1 GIRDERS AND BEAMS Wind speed: 140 1/2"DIA.THRU BOLT of New York State & 1/2"MAX.SHEATHING 36" 36" 34" 29" No of stories: 2 6d COMMON NAIL 1.50 INCH 24/0 7/16" OR 1/2" 16" O.C. 6" 12" H {, "R" ROOF FRAMING (2.5' X 0113") Fireblocking materials R302.11.1 shall be as follows: Mean ROOF Ht: 30 ft 11 12'1"TO 14' 14'1"TO 16' 16'1"TO 18' 1. Two-inch nominal lumber "FR" FLOOR AND ROOF FRAMING Roof pitch: per plan 8d COMMON NAIL „ „ „ 2. 1/2"gypsum board 1.75 INCH 24/16 7/16 OR 1/2 16 O.C. 6 12 1/2 DIA. LAG SCREW (2.5' X 0131") 3. Batts or blankets of mineral or fiber las shall be permitted for compliance UNDER SECTION 602 OF THE BCNYS WINDOW UNIT Bldg Length per plan , g p & 1/2 MAX. SHEATHING 13" 11" 10" ' with the 10 foot horizontal Fireblocking in walls constructed using parallel Bldg Width Per plan INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 rows of studs or staggered studs. TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 bldg aspect ratio: 3:1 1/2"DIA.THRU BOLT E"I 4. cellulose insulation installed and tested in accordance with ASTM E 119 or NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD & 1/2"MAX. SHEATHING 24" 21" 19" P� UL 263,for the specific applications Nailing Sched: Table R602.3(1) FRAMING GYPSUM BOARD G SPACING OF FASTENERS GYPSUM BOARD � v, Applicant shall provide engineered wood placard APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS , p on or adjacent to electrical meter box for field inspection. LEDGERS SHALL BE FLASHED THICKNESS FRAMING SPACING NAILS SCREWS To WOOD FRAMING v Z v TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES PLYWOOD STORM PANEL LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) p OF FOUNDATION MATERIALS Residential structures with Truss type construction, 1/2„ CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS (� Pre-Engineered Wood Construction And/or Timber Construction SHUTTER DETAIL WALL EITHER DIRECTION 16"O.C. g" 16" rrn CLASS OF MATERIAL LOAD-BEARING PRESSURE for new dwellingand/or an addition, alteration Crystalline bedrock 12,000 psf a sign or symbl designed any accordance with Title 19 NYCRR Part 1265 Refer to General Notes for Panel 5/$„ CEILING EITHER DIRECTION 16"O.C. 7" 12" 16d COOLER NAILS V -Z5cc .� Sedimenta and foliated rock 4,000 WALL EITHER DIRECTION 16"O.C. 7" 12" Sedimentary psf shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. p�/4 x . N Sandy gravel and/or gravel (GW and GP) 3,000 psf of the structure for field inspection h-y 'T3 v Sand, silty sand, clayey sand, silty gravel and clayey gravel TYPE"X" AT 1-7/a° NG 6d COATED NAILS OR (SW, SP, SM, SC, GM and GC) 2,000 psf 5/8 BENEATH „ GARAGE CEILING „ „ EQ VAL NT DRYWALL SCREWS. O Mct PERPENDICULAR 16"O.C. 6 6 s REWk SHALL COMPLY WITH IRC CTION R702.3.5.1 O Clay, sandy clay, silty clay, clayey silt, silt and sandy silt CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2//1 HABITABLE ROOMS CTION U (CL, ML, MH and CH) 1,500 psf l Where the ultimate design winds speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to able end wall fra 31781 e s �' ches o,c. 9 P P 9 P 9 9 .- I , a.When soil tests are required by Section R401.4, WIND DESIGN SUBJECT TO DAMAGE FROM I f Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports shalt' e' p6cec! inch the allowable bearing capacities of the soil shall be part of the recommendations. o WIND WINTER ICE SHIELD AIR MEAN GROUND SPEED TOPOGRAPHIC SPECIAL BORNE SEISMIC FROST minimum 48-Inch distance from ridges,eaves and gable end walls;and 4 inches on center to gable end wall framing. SNOW WIND DESIGN WEATHERING DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL b.Where in-place soils with an allowable bearing capacity of less than 1 500 psf (MPH) EFFECTS DEBRIS LINE TERMITE ? I P 9 P Y P TEMP REQUIRED HAZARD INDEX TEMP d 3 LOAD REGION CATAGORY are likely to be present at the site, the allowable bearing capacity shall be ZONE DEPTH determined b a soils investigation. M Y g FOBS 140 NO NO NO B SEVERE 3'-0" MO HEAVYE 11 YES NO 1500 or less 52.1 t� ` M. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. ` �'o'ir• , 01901 �� 0.[NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet. *�.' Oj=NIE j Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. --•r I Outside Elevation Extent of header(two braced wall segments) Extent of header(one braced wall segment) L o TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED Side Elevation o° _ °I i fasten king stud to header with ° ° ° ° ° ° ° ° / 6-16d sinker nails °�° ° ° ° Min.3"x 11-1/4"net header Header 1• FULL HEIGHT BLOCKING ° ° ° shall occur at top of wall , CONTINUOUS RIM FULL HEIGHT BLOCKING CONTINUOUS RIM ADDITIONAL FRAMING ° • METHOD WSP: EXTERIOR SHEATHING OR END JOIST CONTINUOUS ALONG LENGTH OR END JOIST MEMBER DIRECTLY ABOVE @ 16"OC ALONG ° fasten to late to header with ' . - = n'-t - �- - - -'�' PER TABLE R602.3(3)-FASTENERS 6" OF BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL °° �=4� ° o p p .I ISI I•I I. ON EDGE, 12"FIELD. INTERIOR SHEATHING °' Header shall be Top plate continuity is i two rows of 16d sinker nails @ 3"o.c. •I I•I I•IPER TABLE R602.3(1)OR R602.3(2) fastened to the required per R602,3,2 I' VARIES BY FASTENERS king stud with Braced wall line 2-16d NAILS EACH SIDE I 1 I, Y 6-16d sinker nails continuously sheated °i y with 1/2"wood \�Minimum 40001b header to-jack-stud .I I•I I'I METHOD CS WSP: a, X Fasten sheathing to header with 8d common nails in 3 in.grid strap on both side of opening •I I'I AS PER TABLE R602.3(3) a m I° pattern as shown and 3 in,o.c.in all framing studs and sills structural panels °i p g( ) opposite side of sheathing EXTERIOR SHEATHING ATTACHED 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS ° a, ° 8d @ 6"O.C.ALONG WITH 8d COMMON NAILS BRACED WALL PANEL 8d @ 6"O.C.ALONG AT EACH BLOKING MEMEBER Minimum de of o headerop jack-stud strap BRACED WALL PANEL 8d @ 6"O.C.ALONG °� on both side of opening opposite side of •1 (0.131 X 2.5"LONG} BRACED WALL PANEL b BRACED WALL PANEL .2 in ° Panel splice edges shall occur over .I AT 6"O.C.ON EDGE AND 12" O.C. o ° I° sheathing of and be nailed to common blocking IN FIELD BRACED WALL PANEL " d'-6 ° x °-° Min.Double 2x4 framing covered with minimum ° ° within the middle 24"of the ortal 1' BRACED WALL PANEL x a� — ° g ----- -"-_ "- ° p BRACED WALL PANEL M c =° ° ° BRACED WALL PANEL INTERIOR FINISH: BRACED WALL PANEL BRACED WALL PANEL ° 1/2"thick wood strucral panel sheathing °I °- leg height. One row of 3"o.c.nailing 2 I' SHALL BE MIN. 1/2"GYP.BD FASTENED 3-16d @ 16"OC ALONG N to with Sd common nails @ 3"o.c.in all framing °i Is required in each panel edge. (� I I 1,1 WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG 3-16d @ 16"OC ALONG (studs,blocking,and sills)typical I if needed _ BRACED WALL PANEL 3-16d @ 16"OC ALONG 3 16d @ 16"OC EACH 2'to 18' finished width I•I I• WITH TABLE R702.3.5 OR BRACED WALL PANEL ( ) W I'I BRACED WALL PANEL BLOCKING MEMEBER ,° Min Double 2x4 or _ ,I I,I I I I. TAB'-E R602.3(1)FOR EXTERIOR WALL i Min.length 16" 2x6 King&Jack stud 1/2"min.thickness wood structural F. _ _ _ _ _ _ _ - •f:t• _ _ _ J. SHEATHING per Table R602,10.5 panel sheathing J - _ - _;_ - - _ _ - _ 4: CONTINUOUS RIM OR CONTINUOUS RIM OR i° Min double 2 x post Q 'I • I'I •rt END JOIST No.of jack studs per VERTICAL JOINTS IN PANELS SHALL OCCUR END JOIST ° Min. (2)2x4 typ, Table R602.7(1&2) w •I I•I �l OVER AND BE FASTENED TO COMMON STUDS, Min.(2)1/2" Diameter anchors O "II.. ° 2-16d NAILS EACH SIDE U I' HORIZONTAL PANEL JOINTS IN BRACED installed per section late washer WALLS PANELS SHALL OCCUR OVER I with 2"x 2" 3/16"plate washer ,I INTERIOR''` I.l I. AND BE FASTENED TO 1-1/2"THICK FULL HEIGHT BLOCKING FULL HEIGHT BLOCKING [� ,I SPACING I'I I•l COMMON BLOCKING CONTINUOUS ALONG LENGTH ADDITIONAL FRAMING \—FULL r� I I I I I I• MEMBER DIRECTLY BELOWCn .I I•I I•I (. 2 x 4 or 2 x 6 STUD WALL OF BRACED WALL PANEL BRACED WALL PANEL @ 16"O.C.ALONG // •I I•I I•I i• BRACED WALL PANEL t^� w .C 'I l I I I I• co 2 X BOTTOM PLATE METHOD CS - PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 ,I I•I I•► /I ; � � •I I•I I•I I• EDGE SPACING -6" FIGURE R602.10.8(1) Attach Sheathing to FIGURE R602.10.8(2) Band or Rim joist with nail sole plate,____ Attach Sheathing nail sole plate W c0 •I I I I I I• BRACED WALL PANEL CONNECTION WHEN BRACED WALL PANEL CONNECTION WHEN 8D common nials °IZ E °i° to joist perBand or Rim joist wi °I° 1:1: to joist perPARALLEL TO FLOOR/CEILING PERPENDICULAR TO FLOOR/CEILING at 3' o.c.Top an °° ° Sub-Floor nailing sched8D common nials °i° ° nailing sched. FRAMING Bottom °o _ - at 3"o.c.Top and t. I_ r1 I-II ° `=� s /,,Rim Joist I—I FRAMING ° ° ° Rim Joist Bottom ° °° ° ° per Plans W W L-) o Z- FASTEP41NG REQUIREMENTS FOR BRACED WALL PANEL AS PER ° ° ° ° ° ° ° ° ° ° ° ° ,Anchor s per la O co 1 TABLE R602.3. 3 Holdownsperplans O Y �� 2 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION -FIGURE R602.10.6.4ca p-I o o O Cn CEILING OR FLOOR JOIST 1-1I4" alv a O XZ- DIRECTION Simpson . x 20 gage ENDWALL—► H2A Stud To Rafter ENDWALL coil strap with (5) 8d common Connector Were the distance is SIMPSON H2A N between 9-1/4"to 15-1/4" nails in each end at each rafter. y FLOOR AND CEILING JOISTS at each Rafter. With Typical Metal provide blocking @ �� M ° DIMENSIONAL LUMBER OR ENGINEERED Strapping WINDOW HDR (5) 8d x 1-1/2 nails in Rafter 4 Ft Perimeter o o E N A at Open ngs iv braced wall panels (2) 8d x 1-1/2" nails in plate 4" o.c. Zone Panel Field °� tm-E JOISTS SEE PLANS PROVIDE STRUCTURAL RIDGES m c .2 ao= " Each Rafter on Each side m o (n_ °o Horizontally attached (5) 8d x 1-1/2 nails in Stud Nail spacing Nailing-See Nailing o 4 plywood sheathing BLOCKING shall have Solid Blocking of Ridge to have a �� o � � N TYPICAL @ all Plywood Joints Schedule Dwg-1 N ` O U Utl0 (Dl O) w ff L O Simpson LSU skewable hanger =� .� � � � �w AT 48"OC SIMPSON H2A E 2'� 8 " 2-BAYS IN o ° 2N�` >o � aCtz0 Solid blocking between at each Rafter. With s .s ° ° = 3 BLOCKING@ 48 INCHES ON CENTER g 1-1/4 x 20 Gage Metal Coil 3 c o 3 u o rafters attached to top (5) 8d x 1-1/2" nails in Raftero o o a Strap with (5)-8d common nailsg a = CL N plate with 8d nails @ 6 o.c. (2) 8d x 1-1/2 nails in plate N ;T SECTION A-A alon len th of braced wall 5 8d x 1-1/2" nails in Stud in each end. catch jack studs ° ° ° - - = L � y o'E Corner Holdowns g g ( ) Look Out Blocks ,° as o ff in.,L `o c� o Retertoplans panel. Less than , o E c a�6 c a an window or door Header. o.- ° "'t END WALL BLOCKING DETAIL for locations N or Equal ° �? z:=z• ¢ co a a Typical each side and ALL Gable End Wall s - if required r- o -_ FOR FLOOR AND CEILING BRACING windows and doors. to 12" °' n o @ r- `� `� °L RIM JOIST BLOCKING BETWEEN RAFTERS an" BRACED WALL PANELS s o ° t ° ° ° °.- In t- o � �o � � mEa=oa NTS 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & FOR 3 SECOND WIND GUST SPEEDS GREATERTH'AN 130 MPH Sill Strapping See details on JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS BLOCKING AND CONNECTIONS SHALL BE PROVIDED AT PANEL this page. NTS RAFTERTO RIDGE STRAP R802.3 EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS TYPICAL ELEVATION NTS IN THE FIRST TWO BAYS 01:FRAMING AND SHALL BE SPACED AT IN LIEU OF RIDGE STRAPS v J AMAXIMUM OF 4 FEET ON CENTER.NAILING REQUIREMENTS WALL TO HEADER STRAPPING PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. Z 7 �^ PER NAILING SCHEDULE. NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRD Cn 4 WHEN ATTIC FLOOR,CEILING JOIST OR HIP ROOF IS USED TO BRACE 5 N.T.S. 6 7 2-1/2" LONG 8 9 OF THE ATTIC SPACE AND ATTACHED NAIL ^ v TO THE RAFTERS WITH 4-SD NAILS u_ THE GABLE END WALL. DIAPHRAGM BLOCKING IS NOT REQUIRED. EACH END O Q 2X P.T. LEDGER; MUST BE ONE SIZE J ry CONTINUOUS FLASHING GREATER THAN DECK JOIST AND TREATED WOOD O I-- 0 NO GREATER THAN THE DEPTH OF THE RIM JOIST DECKING SECURE TO EXTENDED SIMPSON BSC � ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED TOP OF RIM JOIST WITH PAST JOIST HANGER GALV LAG SCREWS PER TABLE R507.2 AND 1 O THREADED NAILS OR I I OMPOSIVI RAILING PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) #10 X 3"WOOD SCREWS SYSTEM.VINYL RAILING ALL THRESHOLD CAREFUL L I I TOP AND BOTTOM RAIL OUTER THIRD o CUT see Schedule on DWG-1 AT 6"OCC. FLASHED&CAULKED TO AND COLUMN COVER AND POST TO HEADER CONNECTOR tip of lag screw shall fully extend beyond I I OF SPAN ONLY PREVENT WATER INTRUSION COMPOSITE DECKING COLUMN CAP.MEET RCNYS LENGTH the inside face of the band joist. EXTERIOR OR ATTACHED PER I I FOR CODE SIMPSON ABU POST 12" Min BEARING WALL GALV.DECK HANGER MANUF.SPECIFICATION 4"TREATED POST TO CONCRETE BRACKET SIMPSON LUS26 @ 2X6 I I SIDE COVER 2"MINIMUM •° SIMPSON LUS28 @ 2X8 X 4 TREATED POSTS LAG BOLTED TO JOIST 2-1/2"GALVINIZED CARRIAGE BOLTS NOTCH GREATER SIMPSON LUS28 @ 2X101/4 JOIST AS PER MANUFACTURES OR SIMPSON SD STRUCTURAL THAN 50 /o I DEPTH,MAX. O CLEAR SPECIFICATIONS. CONNECTOR SCREW "MIN. -. 1/6 JOIST p (PERCENT)OF _ 2X LEDGER WITH FASTENERS IN ACCORDANCE O 1/2"DIA.GALV BOLTS W/ GRADE DEPTH,MAX. S W PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE - WITH TABLE R507.2 2 x JOISTS I ADHESIVE ANCHORS:HIGH-STRENGTH 113 JOIST 1-- METAL TIE FASTENED ACROSS AND &= LOCK WASHERS. EPDXY ANCHORING ADHESIVE FOR DEPTH, MAX. TO THE PLATE AT EACH OF THE SIMPSON DTT1Z W/(6)SO#9 x 1-1/2"SCREWS O USE WITH THREADED ROD NOTCH WITH 8-10D NAILS EACH SIDE 2x RIM JOIST ATTACHED WITH Z MECHANICAL ANCHORS;SIMPSON Use 1-1/4" Metal CD Z C') ALLOWABLE LOAD PER TIE:840 LBS CV NOT LESS THAN 4 LOCATIONS SPACED EQUALLY (3)1 O THREADED NAILS OR WEDGE-ALL WEDGE ANCHOR Coil Strap 20 Gage 3.. �"'---SAND TWO WITHIN 24"OF EACH END OF DECK (3)#10 X 3"WOOD SCREWS Solid sawnjoist and rafter 12" h/Iln C a 14"DIA.CAST-IN-PLACE (5) 8d common nails J U TOP PLATES OR R507.6.2 SIMPSON H2.5 AT FOOTINGS MUST CONCRETE FOOTING,DOWN notching and boring limits. in EACH END at J PIPE s: BLOCKING EACH JOIST TO VIRGIN SOIL EACH Stud. W Q BEAR ON SIMPSON DTT2Z W/(8)1/4"x 1-1/2"SDS SCREWS OVER BEAM (MIN 36"BELOW GRADE) NTS ALLOWABLE LOAD PER TIE: 1,825 LBS SIMPSON BC UNDISTURBED PER R507.3 FOR DECK FOOTINGS 8d @ 6" oc Along Q U) MIN THREAD NOT LESS THAN 2 LOCATIONS WITHIN 24" BETWEEN EACH POST GIRDER SOIL Braced Wall Panel PENTRATION OF EACH END OF DECK: JOIST CONNECTOR FIGURE R602.10.8(1) FIGURE. R602.6.1 MAXIMUM OVERHANG 24" P.T. POST TO CONC. PIER & FOOTING LLED TOP PLATE FRAMING TO To CDEINTER OF TOP A.LAG SCREW LATE,STUD CONNECTION (@ PORCHES & DECKS NTS WALL TO WALL STRAP ACCOMMADATE PIPING R507 EXTERIOR DECKS OR HEADER SIMPSON ABU INSTALLED IN ACCORDANCE /� NTS 10 11 LEDGER BOARD ATTACHMENT TO BAND JOIST 12 DECK / GIRDER & RAILING DETAIL 13 WITH SIMPSON SPECIFICATIONS AND DRAWINGS. 14 15 WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS NTS FOOTING SIZE PER TABLE R507.3.1 FOR DECKS „ 1-1/4" x 20 gage G-185 1-1/4 x 20 gage G-185 1-1/4" x 20 gage G-185 � Hot Dipped Galvanized Strap Strap Hot Dipped Galvanized StrHot Dipped Galvanized Strap N STAGGERED with (5)-8d common nails with (5)-8d common nails with (5)-8d common nails DECK STAIR w SEE TABLE 507.2 FASTENERS at each stud ( ) TOP PLATES TOP PLATES at each stud ` N IN 2 ROWS Strap may be attached OVER at each stud 1 a Strap may be attached OVER `./ the plywood OR directly to the plywood OR directly to Strap may be attached OVER W o UO @ @ O 5.5"MIN FOR 2X8` Studs. StUdS. the 5"MAX 6.5"MIN FOR 2X10 Studs. OR directly to GRADE Z STUD BORED HOLE MAX. STUD 7.5"MIN FOR 2X12 - s-i --i BORED HOLE MAX. DIAMETER 60% 0 O @ CV rap strap under sill �j DIAMETER 40% (PERCENT)OF STUD ^ ": M v (PERCENT)OF o DEPTH o and attach to sill plates �� 1� BLOCK SOLID �P�e. 3-16d 16 oc Alon D '� o STUD DEPTH I I 2"MINL " ' c @ g BETWEEN JOISTS �o °, fV Z M 'CS bq oo 5/8"MIN. -5/8"MIN. 5/8'MIN 5/8"MIN. LAG SCREW OR THRU-BOLT .r Braced Wall Panel - a r F� ..- N TO EDGE TO EDGE TO EDGE TO EDGE LEDGER BOARD 3/4"MIN . A CN �+ =III=III - - FIGURE R602.10.8(1) T- 0 'o NOTCH MUST NOT I- _ I ;.e NOTCH MUST NOT o EXCEED 40% o III I�IIII tV D p r'1/ O M EXCEED 25 /° F��II (PERCENT)OF (PERCENT)OF _11 ° a f .: D E'tttti` ? STUD DEPTH STUD DEPTH F UNDATI N- ILL- TUD 10°x- bTI� PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS O O S S CAST-IN-PL ( C3TI -� •�� O IF HOLE IS BETWEEN BORED HOLES SHALL � 1 40%(PERCENT)AND NOT BE LOCATED IN STRAPPING BORED HOLES SHALL THE SAME CROSS PER FIGURE R507.9.1.3 (1) ; 1 ° UNDER B I s NOT BE LOCATED IN 60%(PERCENT)OF SECTION OF THE CUT _ _ Applies to Garage Wall and Wrap strap under sill STUD DEPTh THEN —i — �. , THE SAME CROSS STUD MUST 13E DOUBLE OR NOTCH IN STUD ;DISTANCE CAN BE REDUCED TO 4.5" pp g =III=III TYPICAL STAIR FOOTING __ and attach to sill plates Slab on Grade Construction =1i1= P " _ IF LAG SCREWS ARE USED OR BOLT -III STRAPPING L SECTION OF THE CUT NO MORE THAN TWO t z a.' �-�Q C,� •". ! ARE DOUBLED SPACING IS REDUCED TO THAT OF Ili ` - AT EACH JOIST ^ OR NOTCH IN STUD SUCCESSIVE STUDS AND SO BORED LAG SCREWS TO ATTACH 2X8 LEDGERS TO 2X8 BAND JOISTS(1/2"STACKED NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR FIGURE R602.6(1) WASHERS NOT PERMITTED) RAFTER FACE TYPICAL `°'•.;,,°��'' FIGURE R602.6 NOTCHING AND NOTCHING AND2) STRAPPING IN CONTACT WITH CONCRETE OR MASONRY FOUNDATION-SILL-STUD FLOOR FRAMING STRAPPING 16 BORED HOLE LIMITATIONS FOR EXTERIOR BORED HOLE LIMITATIONS FOR INTERIOR1 7 18 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 19 STRAPPING 20 WALLS AND BEARING WALLS NON-BEARING WALLS OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. AT CANTILEVER FLOOR JOIST r - - Fireplace enclosure Thin profile structural insulated to top heathing R-50 Cover Box pushes of second floor Sheet Metal Firesto up and out of the Rigid insulation 2X ceiling joists p Full Thick Insulation glued together see MANUFACTURED LIGHT ENCLOSURE ceiling line Exterior /way for access thin profile structural 9 9 plan w/ ATTIC INSULATION g Fill entire Cavityto sheathing as draftstop and lay on plyw od Batt Insul CEIING FRAMING Seal joint with CONTINUOUS BEAD Sheathing eala Insulation dams Tub attic hatch - R-vol support Non-combustable sealant Base OF SEALANT subfloor behind tub - blocking SUBFLOOR GLUED,CAULKED Sealedlto'- Air Se I iate nsulation orevent ln from II LTypical equal to the Ceiling Double Frame Attic g exterior insulationre uirem n access opening Sealant or OR GASKETED TO RIM Continuous Beat wall 1/4 structural sheathing JOIST/RIM CLOSURE floor Gasket falling through of Sealant or adhesive as enclosure liner sealed SEALANT Sealant Fsea d blocking access adhesive at perimeter and seams. _ SILL PLATE INSTALLED 1" min Rigid igid insulationWeatherstri InSealant EXPANDING FOAM SEALANT Pre-Fab Fireplace OVER GASKER SILL g led around pp g Seal stairs i�dhesi Casing�� 1/2" G Wall CONTINUOUS BEAD OF SEALANT Insulation. Air Panel Gyp. Refer to manufacturers SEALANT four edges `Pull-down frame gap 1x2 Stop Board RECESSED LIGHTING FIXTURE Sealed at perimeter with caulk Sealant 1/2" plywood DRYWALLCEILING specs for installation manual finish w/ soffit material staircase attic hatch or foam AIR SEALING AT PREMANUFACTURED or foundation & framing (see plan for size) RECESSED LIGHTING FIXTURE See architectural plans DRAFTSTOP DETAIL CANTILEVERED FLOORS PULL-DOWN STAIRCASE DRAFTSTOP & SEALANT AT INSULATION AND WEATHERSTRIPPING EXTERIOR WALL OF BATHTUB ATTIC HATCH DETAIL AIR SEAL DETAIL Ca. PREFAP FIREPLACE AIR BARRIER AT FOUNDATION DETAIL TO BAND JOISTS This detail is for weatherstripping and draft sealing, NTS Baltic Door Energy Conservation Products It is not to be used as a guide for fireplace installation. 25x54 Attic Pull Down Stair Ladder Cover, Refer to Manufacturer for installation manual, R-50 Insulation R-Sn Attic SI-ii Covor E ENERGY NOTES I - �- �"� y Eave baffle installed r ~� 0 1. All design & construction in compliance and built accordingly to the 9a. R403.3.2: Duct Sealing (Mandatory) Ducts, air handlers and filter boxes shall adjacent to soffit and eave - @ 2020 Energy Conservation Construction Code of New York State. be sealed by an approved third party (HERS Rater) using the vents. Baffle shall extend over k "` W Q to Table R402.4.1.1-Air barrier and insulation installation. Manual "J" Manual, "S" & "D"submitted at CO. o The authority having jurisdiction shall be permitted to determine an the top of the attic insulation N energy efficiency program to exceed the energy efficiency required by this code. r j.� 3 9b. R403.3.3: (Mandatory) Duct Resting - Ducts shall be pressure tested to determine as per chapter 11 TYP. ROOF CONST. � � ►� co TABLE R402.4.1.1 All HVAC, Plumbing & Electrical systems shall meet the chapter 11 Energy air leakage by an approved third party(HERS Rater) using the (R402.2.3) CIO AIR BARRIER AND INSULATION INSTALLATION manual "J" Manual ,"S" &"D"'submitted at CO. Y efficiency, NYS mechanical code, 2020 energy conservation construction code of NYS. 2 x CJ W/ INSULATION w �' COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa 2. R401.3. A permanent certificate (Mandatory)shall be completed by the builder 9c. R403.3.5: Building cavities shall not be used as ducts or plenum. Typ Fascia/ AS PER DRAWINGS m 'Z General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material, and posted on a wall in the space where the furnace is located Soffit see OR HERS RATER requirements in the building envelope. 10. R403.4 (Mandatory) Mechanical system piping insulation carrying Const. Dwgs Q w Exterior thermal envelope contains a 3. R402.1.2 Building thermal Envelope: meet the requirements of N1102.1.1 - N1102.1.5 fluids > 105 F degrees or< 55F degrees shall be insulated with R-3 Minimum. SEALANT i W W F--� o continuous air barrier. Building envelope (prescriptive)per table N1102.1.2 insulation & Fen. by Component. ! N 11. (R403.3.5) Building Cavities (Mandatory) i Q co Breaks or joints in the air barrier shall be 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of Building framing cavities shall not be used as ducts or plenum. Typ. Exterior wall O co sealed. sections N1102.2 through N1102.2.13 See Const. Dwgs a co Cavity insulation All cavities in the thermal envelope shall be filled with insulation. The 12. N1103.5.1 (R403.5.1) Heated water circulation and temperature maintenance systems (Mandatory) O Y 5. Installation -the components of the building thermal envelope shall be installed in Heated water circulation systems shall be in accordance with Section N1103.5.1.1. s Cn installation density of the insulation shall be at the manufacturers'product p g p O accordance with the criteria listed in table 402.4.1.2 or required b code official, Heat trace temperature maintenance systems shall be in accordance with Section N1103.5.1.2. E recommendation and said density shall be maintained for all volume of q YCD s each cavity. Batt type insulation will show no voids or gaps and or an approved third party using manual "J" "S" & " Automatic controls, temperature sensors and pumps shall be accessible. p p D". Manual controls shall be readily accessible. maintain an even density for the entire cavity. Batt insulation shall be ~ installed in the recommended cavity depth.Where an obstruction in 6. R402.4.Air Leakage: (Mandatory)Air leakage in accordance with sections N1102.4 ' the cavity due to services,blocking,bracing or other obstruction through N1102.4.5 13. N1103.6 (R403.6) Mechanical ventilation (Mandatory) RAFTER SEALING AT ATTIC EAVE N The building shall be provided with ventilation that compiles with the requirements of E o exists,the batt product will be cut to fit the remaining depth of the = E N Air leakage shall be tested and verified b an approved HERS rater as having an Section M1505 or with other approved means of ventilation. Outdoor air intakes and EXTERIOR WALL AIR BARRIER SEALING EXAMPLE ° ° M- air cavity.Where the batt is cut around obstructions,loose fill insulation g Y pp g °�_ air leaka a rate not to exceed three air changes per hour. A written report of the exhausts shall have automatic or gravity dampers that close when the ventilation system rn „6 o a o shall be placed to fill any surface or concealed voids,and at the g g p p is not operating. `.-w E L N� ° test results shall be signed b the art conducting the test. p g. ° m E _ ° r- , y ° manufacturers'specified density. Where faced batt is used,the g Y party g o 2 a' r installation tabs must be stapled to the face of the stud. There shall be Refer to N1102.4.1.2 for testing requirements. LOW DENSITY SPRAY FOAM = = z "' 6 " p N1103.6.1 R403.6.1 Whole-house mechanical ventilations stem fan efficacy c - - ° °' t ° ° 2 no compression to the batt at the edges of the cavity due to inset ( ) y Y INSULATION, R VALUE IN ` c..r.�.-c s ' i 7. R402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside Fans used to provide whole-house mechanical ventilation shall meet the efficacy requirements a co s o-cc �, 8 w N 0 0 stapling installation tabs, of Table N1103.6.1. Exce tion:Where an air handler that is inte ran to tested and listed HVAC Rigid Foam or ACCORDANCE WITH j t = a;, °Y °2 0 Y M Y combustion air. Facto built fireplaces shall be listed and labeled p 9 gi _ 1 2 8 >.a = a-4 ° Factory p equipment is used to provide whole-house mechanical ventilation c i W s i„,0 3 L°- Insulation that upon installation readily cotdornls to available space according to UL 127. P the air handler shall be Wood Blocking HERS REPORT N•E ° = 3 p Y p 9g `"' '''' ti ' a" �� - o.c �3c°ia� powered by an electronically commutated motor. as backdam r o o ° ° ° a° s shall be installed filling the entire cavity and within the manufacturers TYP. ROOF CONST. t = m " a� " °' density recommendation. 8. R403; Systems: N1103.1.1 (Mandatory) programmable thermostats shall becc 14. N1103.7 R403.7 Equipment sizing and efficiency rating Mandato r'``-- _ 1!'j L a o 3° E provided for each separate heating and cooling system.Temporarily operate ( ) p g y g ( ry) Roof underla inert '.-_ } } ` o Cr �-L ° _ ° Ceiling/attic The air barrier in any dropped Tlne insulation in any dropped ceiling/soffit shall be aligned with the the system from 55 F to 85 F. preprogrammed thermostats be manufacturer Heating and cooling equipment shall be sized in accordance with y 2 x CJ W/ INSULATION `-� ,, ° °" ° Y sealed to drip ed ' ' '- ° ° r E o ceiling/soffit shall be aligned with the air barrier. shall be max 70 F heatingand 78 F Cooling. ACCA Manual S based on building loads calculated in accordance with ACCA AS PER DRAWINGS " N f0 � insulation and any gaps in the air barrier g Manual J or other approved heating and cooling calculation methodologies. `0 a N ° sealed. New or replacement heating _ N ° U °t 9. R403.3: Ducts- Supply and return ducts attics shall be insulated to a minimum p g and cooling equipment shall have an efficiency OR HERS RATER r,,. `` s o � o L� E ° ° rating equal to or greater than the minimum re r�__ � l �.. ��I ~ v � � � ~ � � a= ° cal). Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies may be compressed at of R-8 @ 3" or greater in diameter, and R-6 @ ducts less than 3" in diameter. 9 q g required by federal law for the Typ Fascia/ !(� wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. Diagrammatic. Duct locations drawings shall be provided by an approved third geographic location where the equipment is installed. Soffit see SEALANT '" I shall be sealed. party using the Manual "J", Manual "S" &"D" submitted at CO. Const. Dwgs _..,SEALANT � 15. N1104.1 (R404.1) Lighting equipment(Mandatory) non-vented Walls The junction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated Not less than 90 percent of the permanently installed lighting fixtures shall plate shall be sealed. The;junction of the by completely filling the cavity with a material having a thermal �, . I i contain only high-efficacy lamps. `'`ry""' v��': z top plate and top of exterior walls shall be resistance of R-3 per inch minimum. Typ. Exterior wall sealed.Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be See Const. Dwgs installed in substantial contact and continuous alignment with the air 2x '� barrier. �i W Windows,skylights The space between window/door jambs OPTIONAL- RAFTER SEALING AT ATTIC EAVE U) w and doors and framing and skylights and framing WITH SPRAY FOAM INSULATION 1[31� 0 shall be sealed. DUCT SEALING REQUIREMENTS Q Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor cantilevered floors) framing cavity insulation shall be permitted to be in contact with the TABLE M1505.4.3(2) topside of sheathing or continuous insulation installed on the LOCAL EXHAUST RATES TABLE M1505.4. INTERMITTENT WHOLE-HOUSE MECHANICAL'': ! : RATE FACTORSa, b underside of floor framing and extend from the bottom to the top of all APPROVED WINDOW OPENING LIMITING AREA TO BE EXHAUSTED EXHAUST RATES perimeterfloorframingmembers. RUN-TIME PERCENTAGE 1N EACH 4-HOUR 25% 33% 50% 66% 75% 100% DEVICE Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation, insulation shall be SEGMENT shall be covered with a Class I,black permanently attached to the crawlspace walls. LU vapor retarder with overlapping joints KITCHEN 100 CFM IMTERMriTENT OR 25 CFM CONTINUOUS Factor 4 3 2 1.5 1.3 1.0 F-- O taped. oZ BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM - - - - - - - - - - - - -' - C14 0Shafts,penetrations Duct shafts,utility penetrations,and flue a. For system run time values between those given,the factors are permitted to be 1 WINDOW oo p Q C6 by interpolation. shafts opening to exterior or Lli unconditioned space shall be sealed. INTERMITTENT OR 20 CFM CONTINUOUS 24" _J� J (36"IN IBC UNITS 4"SPHERE CANNOT APPROVED WINDOW FALL PREVENTION > Q b. Extrapolation beyond the table is prohibited. PASS THROUGH DEVICE CONFORM TOHED FLOOR HEIGHT ASTM F 2090 ISa Lu U Narrow cavities Batts in narrow cavities shall be cut to fit and installed to FINHEIGHT ABOVE Q to the correct density without any voids or gaps or R312.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHT ABOVE FINISHED FLOOR compression,or narrow cavities shall be filled by insulation that on installation readily conforms to the TABLE M1505.4.3(l) OF FINISHED GRADE yTOP THE WINDOW SILL SHALL FINISHED FLOOR available CONTINUOUS e cavity space. AIRFLOW RATE FLOOR AND GREATER THAN 72"ABOVE THE FINISHED BE A MINIMUM OF 24"ABOVE THE FINISHED ° " _. �.' Garage separation Air scaling shall be provided between the garage and GRADE OR OTHER SURFACES BELOW ON THE conditioned spaces. REQUIREMENTS EXTERIOR SIDE OF THE BUILDING.SHALL FINISHED GRADE COMPLY AS FOLLOWS: Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. NUMBER OF BEDROOMS 1,OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING R312.2.2 WINDOW OPENING CONTROL DEVICES: Plumbing and Batt insulation shall be cut neatly to fit around wiring and WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH wiring plumbing in exterior walls.There shall be no voids or FLOOR AREA 0 - 1 2 -- 3 4 - 5 6 - 7 > 7 2.OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION gaps or compression where cut to fit.Insulation that on PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO installation readily conforms to available space shall (square feet) a extend behind piping and wiring. Airflow in CFM 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 TO MEET EGRESS R310.2.1 �•/ �, Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be exterior wall showers and tubs shall separate them from the showers and insulated. < 1,500 30 45 60 75 90 E"'I Z .-• tubs. N1101.14 (R401.3) Certificate (Mandatory) E--I � cf� Electtical/phone The,air barrier shall be installed behind electrical or ^ M box on exterior wall communication boxes or air sealed boxes shall be installed. 1,501 - 3,000 45 60 75 90 105 A permanent certificate shall be completed by the builder or other approved party and posted on a wall � o in the space where the furnace is located, a utility room or an approved location inside the building. o HVAC register HVAC e sal be sealed that penetrate building thermal Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit boots envelope shall be sealed to the subfloor or drywall. 3,001 - 4,500 EjQ 75 90 105 120 p y Q directory label, service disconnect label or other required labels. The certificate shall indicate the �/ o rn � �y ; Concealed When required to be sealed,concealed fire sprinklers shall �.,, kn `o predominant R-values of insulation installed in or on ceilings, roofs walls, foundation components sprinklers only be sealed in a manner that is recommended by the p , ,�, manufacturer.Caulking or other adhesive sealants shall not 4,501 - 6,000 75 90 105 120 135 such as slabs, basement walls, crawl space walls and floors, and ducts outside conditioned spaces; be used to fill voids between fire sprinkler cover plates and U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results 6 ;; walls or ceilings. from any required duct system and building envelope air leakage testing performed on the building. 6,001 - 7,500 90 105 120 135 150 ?.; IC = insulation contact. Where there is more than one value for each component, the certificate shall indicate the value r;. _ V covering the largest area. The certificate shall indicate the types and efficiencies of heating, °� a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. > 7,500 105 120 135 150 165 cooling and service water heating equipment. Where a gas-fired unvented room heater, electric furnace, or baseboard electric heater is installed in the residence, the certificate shall �.,r��• _��t ° For SI: 1 square foot - 0.0�2g m , 1 cubic foot per minute = 0.0004719 m3/s. indicate " " " q - 2 p gas-fired unvented room heater, electric furnace or baseboard electric heater," as appropriate. An efficiency shall not be Indicated for gas-fired unvented room heaters, electric furnaces and electric baseboard heaters. 42"HT. RAILING BALUSTRADES SPACED SO THAT OFF FINISHED GRADE 4"SPHERE CANNOT PASS MIN.34"OFF TOP OF CONCRETE BLACKALUM. 3-Corner studs connected to 3-2X CLEAR LEXAN GRATE COVER co N transfer shear 61, ° Framing members OR STEEL SAFETY GRATE _ load o r WINDOW WELL PANELS MUST GRADE 4"MAX. �co GRADE c �TYR HDU2 HOLDOWN EXTEND 4"ABOVE GRADE LEVEL 2-16d Nails w/ 6-SDS 1/4" x 2-1/2" Screws SLOPE GRADE LEVEL AWAY FORM WELL @ 6" O.C. �— BILCO ESCAPE WELL OR EQUAL 36"HI HANDRAIL Simpson 5/8" threaded rod DOUBLE a INSULATED ESCAPE LADDER OR STEPS ,,� � ;. : coupler-nut and SSTB anchor - WINDOW f—WHEN HEIGHT EXCEEDS 44" 45REBA ' `��i�i >` z .,_.��bolt thru-box and inbed @ 12"cc �` �`�`�` " a� 3/4"CLEAN FREE-DRAINING STONE • 8"POURED CONCRETE w TOP OF into concrete foundation. rn� �ATLEAST 12"AROUND ALL SIDES 3500 PSI P. �T i✓1� b w and framing w ILL OF WELL.FILL TO DEPTH OF PITCH CONC. _ 1/4"PER FT.MIN. _ FOUNDATION FOOTING COMPACTED F Preservative-treated <W -1 VERIFY CLEARANCES 6"CAST IRON DRAIN N • barrier required for v p WITH MANUFACTUERE connectors In contact o � (/ ��` 2"x20"POURED CONCRETE FOOTING • ;�� TO BEAR ON UNDISTURBED SOIL with treated wood �% Q R302.13 Fire protection of floors. TYR CELLAR ENTRANCE DETAIL SIMPSON HDU CORNER Floor assemblies that are not required elsewhere in this code to Q o PERFORATED 70 GAL DRUM be fire-resistance rated,shall be provided with a N /a"=1'-D" SCALE: HOEDOWN I@ BOX FRAMING A WALL SECTION THRU. WINDOW WELL gypsum H..I Y X.-inch sum wallboard membrane, NTS %-inch wood structural panel membrane, T� co 1-1/2"= 1'0" or equivalent on the underside of the floor framing member. �/ M Y Penetrations or openings for ducts,vents,electrical outlets, �T� �-• lighting,devices,luminaires,wires,speakers,drainage, W piping and similar openings or penetrations shall be permitted. �J Z 58'-4" 15'-11" Exceptions: W 1. Floor assemblies located directly over a space protected by an I"""1 F•+-� �� vi automatic sprinkler system in accordance with Section P2904, rT�� `� O ------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------- - NFPA 13D,or other approved equivalent sprinkler system. V1 r O M 1 _ _ Y 1 -col ` 2. Floor assemblies located directly over a crawl space not intended OUTSIDE BASEMENT ENTRANCE ' ------ --------------------------------------------------------------, •------------------------------------------------------------ •--------------------------- - ------------------------------------------- ' 9 PP ---' for storage or fuel-fired appliances. � M EXTERIOR PATIO SLAB EXTERIOR PATIO SLAB ® U Y 8"CONCRETE WALL ON MIN 16"X 8" 3. Portions of floor assemblies O v) FOOTING WITH 4"CONCRETE LANDING& 6"4000 PSI CAST-IN-PLACE SLAB + ' 6"4000 PSI CAST-IN-PLACE SLAB ' 1 , 4"SLAB LEDGE + shall be permitted to be unprotected where complying with the following: 0 4"DRAIN TO DRYWELL,CONCRETE STAIR 1 1 o W/6X6 wl.4/w1.4 WELDED WIRE MESH 1 W/6X6 wl.4/wl.4 WELDED WIRE MESH , , CD E -------------d ----------- ---------• 3.1.Theaggregate area of the unprotected portions (�') O co MEETING 13311.7-STAIRWAYS. ' ' -' ON GRANULAR COMPACTED FILL. ON GRANULAR COMPACTED FILL. ' -' - ---- - _- P P � HANDRAIL PER R311.7.8, 34"-38"ABOVE ___ PITCH SLAB AWAY TO DRAIN PITCH SLAB AWAY TO DRAIN 1 1 1 _ 80 square feet per story a NOSING. 36"HIGH GUARD RAIL ON • i ' ' ' _ - ' 3.2. Fireblocking in accordance with Section R302.11.1 is installed along 4"SLAB LEDGE o00 the perimeter of the unprotected portion to separate the unprotected TOP OF CONCRETE WALL. •---- ---=----------------------------------------�------------------' •-------------------------------------------------------------' •------ -----------------�-- -'-- ' •-------------------------------- --------- � portion from the remainder of the floor assembly. 4.Wood floor assemblies using dimension lumber or structural composite E.° lumber equal to or greater than 2-inch by 10-inch nominal dimension, o o `� m --------------------------------------- -----1-----------------------�-- ------------------------------------------------- - - ---------------------------------- ----_-~ ' TYPICAL r orothera roved floor assemblies equivalent performance. o "'�_' o E � , 1 Q � , PP 9 q P � mo rn� � � o `m BZW I UO i i HDU2 ~�v o,E c d c °o L (A N ° ¢ ' ; O BRACE WALL ABOVE 0 00 w U vi i HOEDOWN T:° ° o u y _ ONNECTION DETAIL U L u y 0,�° :.o r c`o 1 DET 2 ON DWG-2 ly p F O I , , c n c c a� o` 0 rt- T J I TYPICAL N Z O Z-r .� T i 1 " 8.t ° aim 4) m."m'` Lu iI- I F�WIL -� I o ' ' �E't6 3 r c c� 3 ° o 1 i i o ti o W=UO o O`�v1 i Qo�o O 1 1 LLL I LL <LuLu '� = F•= 1 1 ° G7 z' 1 N UNFIN. BASEMENT Ff}m 07- 1 N� s N»0 L? ' °��° v I _ AS PER SECTION 13506. n a U j w _ I ~ ; ; ow L n c o `o c o Up - �' 4" CAST-IN-PLACE CONCRETE W N O 10 a , `- = , , "rY `' o o "L tO , w u c o 0 LO 2 m Z PICAL INT.FOOTING/COL "' a + O LADDER&STEPS R31 D.2.3.1 =' ° o 4 c 0 1 c °1 , , o SLAB W/6 MIL VAPOR BARRIER o - � WINDOW WELL R310.2.3 ;_*_' c L= E 2 U o a ' ' in cv LL w¢ 36"x 36"x 12"THICK r- -' ' ' w `�.N m E o c U 11"T u, M o 0 w HORIZONTAL AREA SHALL BE WINDOW WELLS WITH A VERTICAL Z c t v '00 c ¢ �nccm o ' TERIOR j?= CAST-IN PLACE CONCRETE ire ' ' " DEPTH GREATER THAN 44 INCHES a� c o E m a� o a 8 v , MIN 9'-0 SQ FT.WITH A SHALL BE EQUIPPED WITH PERMANENTLY I- v rn w ? H E n._ o a LIGHT o w 0 FOOTING W/345 REBARS E.W. I HORIZONTAL DIMENSION s ° o ° ° L c c"- ABOVE ' a v &4"DIA STEEL COLUMN ; , OF MIN Y-0"TO ALLOW FOR AFFIXED LADDER OR STEPS USABLE 1 1 1 „ ' EMERGENCY ESCAPE AND THE WINDOW IN THE FULL OPEN ®, 0 72-11 ' ' ; RESCUE. LADDER SHALL BE 1 1 � POSITION. RUNGS SHALL HAVE AN PREMITTED TO ENCROACH INSIDE WIDTH OF AT LEAST 12 INCHES 12'-0/z" " � ' I SHALL PROJECT AT LEAST 3 INCHES ' 8-3 52-7/z ' � NOT MORE THAN 6"INTO FROM THE WALL AND SHALL BE SPACED �� - �- �� REQUIRED WINDOW WELL 1 •- -------' •---- ----------------------------- , 13-2 131-2" 13 2 DEPTH. NOT MORE THAN 18 INCHES ON-CENTER _ 13'-1'/z" ' VERTICALLY FOR THE FULL HEIGHT OF + 1 1 THE WINDOW WELL. •------------- •---- --------------------------, 1 1 I •----- 1 1 BARS,GRILLES COVERS 13310.4 • ' 1 + BARS,GRILLES,GRATES OR SIMILAR :-____-- -----'--_-_-__-- W 10 X 26 STEEL BEAM ' _� � _ DEVICES ARE PERMITTED TO BE PLACED - 1- - - - - - - - - - - - - - - - - - - - Q ___ __ ' - — Q OVER EMERGENCY ESCAPE AND RESCUE co - � , Beam Pocket t fo OPENINGS PROVIDED AS FOLLOWS:NET �. � 1 1 � 1 1 � �1 „HAtiVD�AIL, (Yp ' ' ++ ++ " " " " ' ___ shim as req'd `r CLEAR OPENING SIZE COMPLYING `-------- I It If It If �� 1 --� ----' CD 1 11 -4/z 8-3 t 11 1 1 1 I ; ; WITH R310.1.1 TO R310.2.3 AND SHALL ' + FINISHED VESTIBULE: , ' BE RELEASABLE OR REMOVABLE ~ 2X4 FRAME AROUND _ f_+ „ _i__ __ + _ v STAIRCASE FROM FLOOR ;-- I ' OF A KEY,TOOLFROM THE DSPEITHOUT THE USE C AL KNOWLEDGE 9 ' ' �- ' ' O TO CEILING. TREATED SHOE r, R �r-•1 - - ' ' PLATE AND GYP.WALL BD -- ------- I ; ; OR FORCE GREATER THAN THAT REQUIRED 1 BOTH FACES W/R-13 BATT INSUL. BRACE WALL ABOVE �D , ATTACH RAILINGS.HANDRAILS ;(2)1-3/4"x11-7/8"LVL' --' ; ; FOR THE NORMAL OPERATION OF THE 2-3 1 1 ESCAPE AND RESCUE OPENING. CONNECTION DETAIL 3a"-38"ABOVE NOSING. i___ i ,�J ¢ I ; U DET 2 ON DWG-2 ; N ---' -- TYPICAL 1 1 ' 13302.7 UNDER-STAIR PROTECTION , Z O H w + _____ ENCLOSED SPACE UNDER STAIRS THAT ________ _ 00 . Z 1 `oo IS ACCESSED BY A DOOR OR ACCESS U S ti 0 w U + , — PANEL SHALL HAVE WALLS,UNDER-STAIR UNEXCAVATED O I ---------- ( INSULATE WALLS Z 1 M SURFACE AND ANY SOFFITS PROTECTED , I O + , TYPICAL GARAGE SLAB -----; ; ao ON THE ENCLOSED SIDE WITH WITH R 15 a rn ,, p¢ " , + r` 1/2-INCH GYPSUM BOARD. J J M M N O¢H w ro 4 CAST-IN-PLACE SLAB , I I UP 16R I _ rn � zo 0 w m rn Of� , , 1 1 WI 6X6 W4.0 X W4.0 WWM + w co _ m , , NLLI 1 1 o o 9.5"T Lr) 0J , w=U Jw I I Lr T_ ' PITCH SLAB-1 A"FT TO 21-311 ' ' o ti `" ' r- o U w O ' ' H CD v o F LL CO + GARAGE DOORS x � �W¢w Ow 0 ' ' C� C] T. 0 ~ v I 0 I z I X I to h>-U) w N z VIPzt r En � 1 1 1 N ' 1 1 _ to �? o w 0 1 , Q `J V I M o w PLUMBING NOTE: _J cA W r NN LU (2)ANCHOR BOLTS ; ; (V - , o , , , Z= , , ,J IN EACH CS PORTAL 1 i ---------- ----------------------- u cv �H 1 , FRAME WALL ABOVE ' o O_ ALL PLUMBING SYSTEMS SHALL BE Q 1 1 SECTION-SEE i i I I O I o'o-U i i TYPICAL INSTALLED IN ACCORDANCE WITH O- W U _______________________ i HDU2 PARTVII-PLUMBING Q U) DETAIL 3 ON PG 2 Z , , , HOLDOWN Lu W N i 1 1 , 1 I I I CO I 1 1 ELECTRICAL NOTE: Z�wd' ' ' M i .______ --------------------- ______4--______________ _-__-_- 1 (3)1-3/4"x11-7/8"LVL : Q o0LUp ' ' T------------------------------- ------+ 9 ALL ELECTRICAL EQUIPMENT v L�D o 1 ; _ ' -' `� AND WIRING SHALL BE INSTALLED - -------j ; N ACCORDANCE DANCE WITH PART V ll ELECTIRCAL ------------------------------ 4 OF THE NYS CODE. A INIMUM OF ao o o _-_ __ ____ ___ __ __ PERMANENTLY IINSTALLED FIXTURES ❑/o PF ----- ----- ---- ---------------- ----------------- + O 0 EXTERIOR PATIO SLAB MUST HAVE HIGH-EFFICACY LAMPS. T h I-O<¢ , , , , , , 4"SLAB LEDGE , 0 w¢O , W 6X6 PSI CAST-IN-PLACE SLAB , PROPANE ; MECHANICAL NOTE: O�� ' ' - ' WI 6X6 w1.4/w1.4 WELDED WIRE MESH - ' XU)<0 1 1 1 1 "0 1 1 1 o¢O U_ 1 1 , , , ON GRANULAR COMPACTED FILL. ED D THE MECHANICAL SYSTEMS SHALL 20'-711 ; PITCH SLAB AWAY TO DRAIN BE INSTALLED IN ACCORDANCE WITH 1 1 1 1 1 1 1 1 24'-2" _-_-_--_ 14'-711 " ' PART V&VI OF THE RC OF NYS. ----------------------------------------------------------- •---------- --------- --------' ALL MECHANICAL SIZING PER ACCA (V - - _ MANUAL"S"BASED ON LOADSC01 ----------------------------------------------------------------- ' CALCULATED PER ACCA MANUAL"J" ,moi ' --------'-'-------------`-----------"-'------- DUCT COMPLIANCE WITH MANUAL"D" 2 ANCHOR BOLTS I I DIRECT VENT Q ( ) R303.4 MECHANICAL VENTILATION. IN EACH CS-PORTAL � -• `_- ' Cheek Walls HEATING SYSTEM V' - for Concrete � V FRAME WALL ABOVE stoop INSTALL IN COMPLIANCE DWELLING UNIT SHALL BE PROVIDED W/RESIDENTIAL,ENERGY WITH WHOLE HOUSE MECHANICAL Q O SECTION-SEE „ And steps above DETAIL 3 ON PG 2 12-5/z &MECHANICAL CODE VENTILATION IN ACCORDANCE WITH SECTION M1507.3 21'-11" 11'-7" 24'-10" 15'-11" `1 o lo OC 74'-3" r rq o TYPICAL FOUNDATION - ( 9-0 WALLS ) Q x IN ACCORDANCE WITH CHAPTER 4 �`�, 8"AND 12" CAST-IN-PLACE WALL WITH Smoke Detector S TYPICAL ANCHOR BOLT 13403.1.6 • + J HORIZONTAL REBAR: PER TABLE R404.1.2(l) O � .�: ��• ? ' Carbon Monoxide Detector MAXIMUM SPACING: 1/2"@ 72"O.C.EMBEDMENT OF 7"WITH MAINTAIN REQUIRED SEPARATION v 1 GREATER THAN 8 FOOT WALL HEIGHT: ONE #4 BAR WITHIN NUT&3"SQ WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST3- DISTANCE FROM ALL HEAT CO Refer to DWG-1 General Notes „ ONE BOLT- 12"MAX AND 3-1/2"MIN OFF ENDS OF PLATES. 12 INCHES OF THE TOP OF WALL AND ONE #4 BAR NEAR B PRODUCING EQUIPMENT TO A 9'-0" WALL HEIGHT x; 1, THE THIRD POINTS IN THE WALL STORY. 1 COMBUSTIBLE MATERIAL AS PER In accordance with Section 915 of the 1 1. Walls 24 inches total length or shorter connecting offset braced wall VERTICAL REBAR: PER TABLE R404.1.2(8) MANUFACTURER'S SPECIFICATIONS 2020 IFC, R314, R315 of the Residential FOUNDATION PLAN panels shall be anchored to the foundation with not fewer than one anchor bolt 1 '' ( ) AND LATEST MECHANICAL CODE. code of NYS located in the center third of the plate section and shall be attached to adjacent #5 @ 41 INCHES ON CENTER. '' +' _ '+ braced wall panels at corners as shown in Item 9 of Table R602.3(1). (Fastening Schedule �L A !� ON 16 X 8 (8 WALL)AND 8 X 24 (12 WALL) Mechanical Systems SCALE: 1/4" 1 -0 9 ) 0190 CAST-IN-PLACE CONT. WALL FOOTINGS, R302.13 FIRE PROTECTION OF FLOORS: . 2. Connection of walls 12 inches total length or shorter connecting �F THE MECHANICAL-HVAC SYSTEMS PROVIDE 1/2"GYPSUM BOARD ON ENTIRE PROVIDE FIRE BLOCKING IN .:��NE 2-2 X:6 ACQ SILL PLATES, COPPER TERMITE SHALL BE DESIGNED AND INSTALLED CEILING ABOVE BASEMENT ATTACHED ACCORDANCE WITH R302.11 offset braced wall panels to the foundation without anchor bolts shall be permitted. „ SHIELD,ALL FOUNDATION FOOTINGS TO EXTEND IN ACCORDANCE WITH PART-V TO THE UNDERSIDE OF THE JOISTS. OF THE RESIDENTAIL CODE. The wall shall be attached to adjacent braced wall panels at corners as shown in TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP Item 9 of Table 13602.3(1). (Fastening Schedule) FOOTINGS 1V TO 2H. R312.2 WINDOW FALL PROTECTION NOTE: NOTE:GLAZING HAZARDOUS LOCATION:8308.4 Fireplace clearance. INCLUDING BUT LIMITED TO THE FOLLOWING: All wood beams, Joists, studs and TOP OF THE WINDOW SILL SHALL SAFETY GLAZING(TEMP GLASS)IS REQUIRED other combustible material shall have BE A MINIMUM OF 24"ABOVE THE FINISHED AT GLAZING IN A BUILDING WALL ENCLOSING FLOOR AND GREATER THAN 72"ABOVE THE BATHTUBS AND SHOWERS WHERE THE a clearance of not less than 2 inchesFINISHED GRADE OR OTHER SURFACES BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE A STANDING from the front face and sides of BELOW ON THE EXTERIOR SIDE OF THE SURFACE AND DRAIN INLET. masonry fireplaces and not less than 4 BUILDING. SHALL COMPLY AS FOLLOWS: WET SURFACES:8308.4.5 inches from the back faces of R312.2.2 WINDOW OPENING CONTROL DEVICES: GLAZING IN WALLS,ENCLOSURES CONTAINING masonry fireplaces. The air space WHIRLPOOL,BATH TUBS,SHOWERS, WINDOW OPENING CONTROL DEVICE SHALL SWIMMING POOLS,HOT TUBS WHERE TH BOTTOM shall not be filled except to provide COMPLY WITH ASTM F 2000.THE OPENING EDGE OF THE GLASS IS LESS THAN 60" fire blocking in accordance with DEVICE AFTER OPERATION TO RELEASE THE MEASURED VERTICALLY ABOVE ANY STANDING OR section R1001.12 of the code. DEVICE SHALL ALLOW THE WINDOW TO WALKING SURFACE SHALL BE CLAD AS PER TABLE R308.3.1(1)AND 8308.3.1(2).1(2) FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE TO MEET EGRESS R310.2.1 EXCEPTION:GLAZING THAT IS MORE THEN 60" MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE WATERS EDGE SAFETY GLAZING IS REQUIRED ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN rT� 74'-3" 36 INCHES HORIZONTALLY OF WALKING SURFACE w OR WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM 1 O TREAD OF STAIRWAY IN ANY DIRECTION AND WHEN \•/ 584 15.11„ EXPOSED SURFACE OF GLASS IS LESS THAN ~J Q 60 INCHES ABOVE THE NOSE OF THE TREAD (fir 11 OR WALKING SURFACE. @� W O F—I .Y - ------------------- V1 FRAMER TO VERIFY CENTERLINE& E o HEIGHT OF WINDOW OVER KITCHEN W SINK WITH KITCHEN LAYOUT PLAN nT� CONCRETE F,� �j PROVIDED BY BUILDER. PORCH NLGD8080L �•� U V 1 O N O (Pi e o Q NLGD8080L TW3056-3 ^ iv TW2046 TW3046 TW2046 NLGD8080L (2)1-3/4"x11-7/8"LVL 2 _ OUB Y (2)1-3/4"x11-7/8"LVL \ / I (3);1 8' LVL (3)1-3/4"x11-7/8"LVL co LO N E (3)1-3/4"x 14"LVL N N X oO I ; ; ; 28'-8" — -i5 U" — — — — — - N 5'/2" � 5Yz" 3Yz" I, BREAKFAST LO TYPICAL L) II 4 NOOK HDU2 E 0 KITCHEN HOEDOWN m w o f In �- GREAT ROOM MASTER SUITE _ z¢= lvo VAULTT012'0" �' w E s o aos n 00 —) ¢ I I L? C C d) O V N N C Co o (n W cT \ O U ° C C ('O — O N a O O O N co °o FAN I I En 6'-0" w UL LISTED o v c ° w `o C? o PRE-FAB FIREPLACE0 o 0 B0 ° 'v SEE-THROUGH WITH co c In > n a--- `o STUDY I _J C U �.y2 � ° - c- ° � 3 > I J o c SEALED GLASS 2' 0" O Co I AS PER RESIDENTAIL Cn U)rn o`o 8 0 ° c° N�� _°'J0,� m m I r ti CODE-CHAPTER 10 y 0 c n CD _JI, VENT TO EXTERIOR w -, m L•�N Cc r a)CU ox ~ I x w o d Og w v a� o a �rro o cCID o N I co KITCHENLO w 0 �`c cL R-15 BATT v °' LO � � �� E = =vCn INSULATION O W 1 1` ~ N m x x ami c o.E E m'o m rt N N N ¢ u) C at C N O C' � OPEN r N N CD 0 N N F- coi of m a- 1- m E n.5 o a too„ 4 0 , 6b RAIL in L SEAL&INSULATE o I I8'-3" +be Q05 O ATTIC STAIR PER t' N M (2)1-3/4"x11-7/8"LVL GUARDRAIL aa (2)1-3/4"x11-7/8"L SECT. 1102,2.4 t� Cl) - -- _ _ 2-2x10 SEE DET ON DWG-3 3 2x10 - - R-15 BATT , AI4 N 3'-4%" S'0" ol ------------- ------- INSULATION PANT 6,_6., 11'7" ' 8'-3" O o tD DN -----4 0 5'/z' 5/" ° Cv o cli _ z O , I O o Pull v cV i.N i i i i i i r i ih �' Down' cV 0 , I V) FA N to M 3-4"X 9'-0"HIGH i --------- O I in 1 tl fair; r VW cN 1 -_--- a• - tD CO — — — Z CO I t 4 J CD J > N `^_ a V-0" T-4" 4'-0 2-2x10 --------- I I t i ALK-IN C7 Fr -' CLOSET O N pp -� I ` ± 1 t I co J � `oo ; ----------- ` I 3-2x10 V --------- t-,r LU ;R302.5.1 OPENING PROTECTION.- e O _________ -- WALK-IN 1 ¢ x CLOSET ao INSULATED SOLID CORE STEEL 2 VENT CLOTHES DRYER r ;DOOR,20-MINUTE FIRE RATED. ' _e IN ACCORDANCE WITH M o WEATHER STRIPPED CHAPTER 15-CLOTHES --------- rn o rn ,W/SELF CLOSING DEVICE, oo HL DRYERS EXHAUST. '� o `° I ` v ' c� LAUNDRY o _____---- in I N O ° -� 1 V t0 N (D ws/insul ROOM 4 `0 9.57+1"NOSE 'u�, 5-i/2"x 18"LVL 1'-- 12'-9" ° T-6" T-10" 11 4-2X6 ' - ---------------------------------------- ------c p ---- ---------------------------------------- ------r ----- I ti I 11'4" 2' 1" 2'0" 3'-8'/�" 6-6- --------------------------------------- '-6" LVL -------------- --------, c' 4-2X6 1 CS II = TWO STORY 2'-6" ' O ' `� POST (3)1-3/4"x11 7/8"LVL to FW - LL cD 0 DINING ROOM I I m FAN 6-6- I z r GARAGE I0 I DWELLING GARAGE TW2846 X � ® w I iV D Z o J SEPARATION IN I I o, �, cV W o ACCORDANCE WITH I I Q r� TABLE R302.6 ih tO z MASTER BATH N ❑ O a SEE DWG-1 FOR TABLE (3)1-3/4"x11-7/8"LVL - 3 2x10 X I TYPICAL CV W W N x LL ; INSULATE WALLS v t" N' HDU2 -J °' ', ` COMMON WITH LIVING 42"x96" ° I HOEDOWN w ' , AREA. o z TW3056 3 I UO o 0 10 RAFTERS 16"oc ' Q ' fD i11 ¢ ° x1 CEILING JOISTS @ 16 c ;,, CO U) a m ; PROVIDE:HEAT °' V _ _ _ _ _ _ _ _ _ _ _ _ 2x COLLAR TIES @ 48"oc o a 'n ' DETECTOR PER R314.2.1 ROOF OVER �? m g I LINE OF WALL ABOVE CONCRETE X ~ ; zo w PORCH 1 1 rF,----- ------------- 21'-0" ¢ ° \ ~ U 2-2x8 2-2x8 (3)1-3/4"x 9-1/2"LVL N N (3)1-3/4"x 9-1/2"LVL ® ® 3-2x10 r h TW3056 TW3056 TW3056-2 N'sl 6X6 WOOD POST FINISH TO 12"X12" ----------------------------------'- TEMP GLASS W/AZEK TRIM 64" 9'-3" 64" 5'-9'/" 5'-91/21' T-11 Yz' T-11'/2"oF a U 21'-11" 11'-7" 24'-10" 15'-11" W U �. O U �7, '-- 74'-3" c� WINDOWS, EXTERIOR FRENCH & SLIDING DRS s~ > MUa Plans indicates ANDERSEN series 400 Tilit Wash -v OC Model Numbers and shall be In accordance with 8609 B s'CEILING HT A x o To be designed & installed as per manufacturers 1ST FLOOR PLAN �h^ D -�; ® C3 10 10 specification for 140 ultimate design wind speed .,�� I ��,A �/ o "C P4 SCALE: 1/4 _ tt and Table 301.2(2), 301.2(3) �. 1 -0 r yr t ``°> Provide HP LOW-E4 glass; U = .310, SHGC = .30 DOOR NOTES: EGRESS: shall meet R 310 AREA SCHEDULE WINDOW FALL PROTECTION: shall meet R312.2 N I, - [ Y]915.3.3 Residential Buildings and Commercial Buildings NAME AREA INTERIOR DOORS: 7'-0" high With an Attached Motor Vehicle Related Occupancy Substitutions made upon meeting Code. p g SQUARE EDGE 2-PANEL SOLID CORE DOORS FIRST FLOOR AREA 2223 s ft. Carbon monoxide detection shall be installed in a central or otherwise approved r•,gE ya', See page one general notes for additional q pp location in each occupiable space in a commercial building and within 10 feet of �;•;�('}� N�� code requirements. SECOND FLOOR AREA 1254 s ft. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION 8302.5 ATTACHMENT OF GYPSUM BOARD the entrance to sleeping areas and sleeping units in residential buildings �•- a SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. and commercial buildings that: GARAG E AREA 522 Sq ft. RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS 1. Have a communicating opening with an attached motor vehicle related occupancy, SHALL MEET ASTM Ell AND FIRE STOPPING PER ASTM E814 OR UL 1479 2. Share one or more common walls with an attached motor vehicle related occupancy,or 3. Are located one story above or below a motor vehicle related occupancy. I k w wsw® t® NOTE:GLAZING HAZARDOUS LOCATION:R308.4 INCLUDING BUT LIMITED TO THE FOLLOWING: SAFETY GLAZING(TEMP GLASS)IS REQUIRED AT GLAZING IN A BUILDING WALL ENCLOSING BATHTUBS AND SHOWERS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE A STANDING SURFACE AND DRAIN INLET. WET SURFACES:R308.4.5 GLAZING IN WALLS,ENCLOSURES CONTAINING WHIRLPOOL,BATH TUBS,SHOWERS, SWIMMING POOLS, HOT TUBS WHERE TH BOTTOM EDGE OF THE GLASS IS LESS THAN 60" MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE SHALL BE CLASSIFIED AS PER TABLE R308.3.1(1)AND R308.3.1(2) EXCEPTION:GLAZING THAT IS MORE THEN 60" MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE WATERS EDGE W E 37'-4" SAFETY GLAZING IS REQUIRED ADJACENT TO STAIRWAYS,LANDINGS, AND RAMPS WITHIN 36 INCHES HORIZONTALLY OF WALKING SURFACE co 8'-2'/," 15'-03/A" 9'-6" 4'-6'/z' OR WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD OF STAIRWAY IN ANY DIRECTION AND WHEN W O U) EXPOSED SURFACE OF GLASS IS LESS THAN ^ N 60 INCHES ABOVE THE NOSE OF THE TREAD FSI OR WALKING SURFACE, M—'I Y T/1CID 4- CIO E WWQ o r — — — — — - - - - — - - — - O N _ _ TW3300410-2 TW30410-2 TW2032Ito I - Y I (3)1-3/4"x 9-1/2"LVL (2)1-3/4"x 9-1/2"LVL 2-2x8 I 1 O � ♦ N C � •� 1 • I 1 '•0 15'-61/2" 14'-0" m 6'-3'/z" o I I O a I 5' 31/2" 3'/2" '/2'. ( F- L) L) ° o to a FANC L) I I in N in I BEDROOM #3 �° �� BEDROOM #2 ® 1 1 E'° I 1 V-0"CLG HT � Ud 9'-0"CLG HT ° o N I I NCn � �� I �� o a ifl ° 1 t9 w 'O� pW CHASE FOR wg�rna � cmc ,°no N,LT LEES THAN x. IN H,I,HT ' 1 c`ofl �� Q Z g IL U FIREPLACE 1 0 L°.6 m o c N 2 WLTH PgiTERN/9PACIN7 SUCH THAT A SPHEPE{"IN DIA. 1 Q J O Z g O 5,_011 ._On I GAS VENT I °o' c ro.J ron rn °.moo.. o-•� `o CANNOT PASS THROJGH a 1 ai U 1 X U U o O WALL MTD 1 :° o C 0'a U o Tn LM) o 0 W N V X N o.2 /n U o- oX° X c� ort FIRE PLACE o v ° x (D W "7~ N X C rn �. >a a Y o ,"DIq.nAxlnun - 1 I I N LL 0 SEAL&INSULATE N N I GAS VENT I a s�, `0 3° r r g� 3 C 3 d Z g UNFINISHED ATTIC 1 - I ATTIC STAIR PER WALK-IN c a s Lo sines ARE DIA.—nn<TIc 'n N C `- to L W° STORAGE ONLY SMOKE SECT. 1102.2.4 CLOSET "' Lr_OCNTRA.'.TOR TO I N r ALARM O I SEE DET ON DWG-3 6-31/„ L L = �_ N o f 'JR AT 9TTLE6 .L X N 2 1 Q•Q C L C o Iwl fH GWNER/FlNI9HE9 � 1 (V (J � Q Q U Q 2 "L cv ALARM co I I, 1 :3 0 0'� m c at •� a In o1 — - - - - - - - - - - - - - - - - - - - -1^ "712R - 2-4 - - 2 4 - - 2 6 N i° 1 L2 is'E.� Q N c� �m o m O 2x12 RIDGE -r AL1.HANDRAILS SHALL BE SCNTI UM*THE EJLL LENGTH _. 5'-6" O l�l I .. I ) O C j •a O U w M — - — 6'-0" 5'-5Yi' •--•-- OE THE STAIRS. HANDGPIP PORTION OE ALL HANDRAILS o I /„ 1 1 , , , U y 1= C O d WALL NOT Be LESS THAN 61W NGR— THAN 1"N WERNER-ATTIC LADDER,ALUMINUM,250 LB. C L_ CR—SECTIONAL DIM_NE"JN,OR NL SHAPE SHALL � I N I _ 3 2 3/.� _� ,`—�_ — N 2x12 RIDGE `"' PRO,•IDE AN EOUbALENT GPIPPNG wR-mE SEAL&INSULATE (70 o I N 9'0".CLG HT 1 ATTIC STAIR PER / 1 - Pull 1 I Ih SECT. 1102.2.4 1 I WALK-IN o down SEE DET ON DWG 3 / - v \ 1 ' Stair " O II' I N I I 1 i ♦ CLO ET N , „ I 1 � I fh ; y I I I I I I I I I I O I eALCONY RAILINGS ♦ ----- Co O //1�i D M i i i i i i i , 1 / I \ 1 WALK-IN d 1 /I`I I I 1 I I X Lo CLOSET i i i i i i �� I O WR I 2'-6" I 1 I I I I ------' ' ♦ , OPEN BALUSTRADE BALCONY/STAIR RAILINGS 1 JP '/ i \`9�� I 2'7T/z" 1 N 1 - - - Z NOT LESS THAN 36"IN HEIGHT +N F x _' Q - WITH PATTERN/SPACING SUCH 1 ti� I `� I BEARING w O THAT A SPHERE 4"IN DIA, 1 WALL / 1 ------ -- U U I W N FAN1 X I - -- o Rt CANNOT PASS THROUGH BEARIN -- LL WALL I \♦ I BATHROOM ® I -- - >(N0 I °' N 1 / N ' I Cl) 11'-911I 1 1 4"DIA.MAXIMUM I N I II 5Y" x It I 31/2 / 12'9" 3T/z1 11 4" I 1 .r 11 I En W I1 1 ,W W / 1 1 O_ ep Open to 2-2x8 N LL 1 I (I I o !� below 1 X I BEDROOM #4 I I M M I N ' 9'-0"CLG HT TW2842 1 1 1 I r F- I� I 1 I O — - -L - - - - — J — I o z 1 I . 2x10 RAFTERS 0 16"oc 1 I 11 I I N to 2x8 CEILING JOUSTS @ 16"oc I ( i 3-2x8 i I 1 c Q 2x10 RAFTERS alb. 16"oc 1 I US 04 W 2x4 COLLAR TI S @ 48"oc I -J J co . 2x10 RAFTERS an 16"oc 2x6 CEILING JOISTS @ 16"oc 1 I TW2642-2 U I > Q 2x6 CEILING JOISTS 16"oc ' 2x4 COLLAR TIES 48"oc 7 0 - — — — — — — V " J @ @ I 2-2x10 u, PTH d W U 2x4 COLLAR TIES @ 48"oc I 1 PLT�T I Q PROTECT ENCLOSED rI I I 1 8'-6" PLATE HGT ACCESSIBLE SPACE UNDER TREADS: MINIMUM 9"+ 1"NOSING I 1 L — TW30410-2 J STIARS WITH RISERS: MAXIMUM 8-1/4" I I f 1.2"GYPSUM 130ARD I I TW20210 ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH I I I IN GABLE OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN _ _ _ _ _ _ _ _ _ CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL 'r — — — — — — — — — — — — — J h� PROVIDE AN EQUIVALENT GRIPPING SURFACE TW2642-2 IN GABLE Stair Wins with 4 or more risers require a handrail 2'-0" 0, See Tip Sheet 2 for more Information on the requirements for ('V 6'-4" 5'-81/0 6'-10" 6'-8" � � � 01� handrails. 11311.7.8 r l ~ 12'-01/2' 13'-6" 11'-91/2' 37'-4" � �E.-.I{L) C-3 Z � 1--� '- cz "a �' I 1-1/2" SPACE M `�' � HANDRAIL MINIMUM 9'-0" PLATE HEIGHT B A R312.2 WINDOW FALL PROTECTION NOTE: � o ib •I 10 2ND FLOOR PLAN 10 � � x •� � .� M M BUILDING. SHALL COMPLY AS FOLLOWS: TOP OF THE WINDOW SILL SHALL II i I I BE A MINIMUM OF 24"ABOVE THE FINISHED -- o M 1 P SCALE: 1�4 = V -� FLOOR AND GREATER THAN 72"ABOVE THE ;a � � � � "I10 � FINISHED GRADE OR OTHER SURFACES U - �, •� �, BELOW ON THE EXTERIOR SIDE OF THE Minimum required stairway width is 36". - [NY]915.3.3 Residential Buildings and Commercial Buildings ''� Or R311.7 1 With an Attached Motor Vehicle Related Occupancy p y R312.2.2 WINDOW OPENING CONTROL DEVICES: AREA SCHEDULE WINDOW OPENING CONTROL DEVICE SHALL Carbon monoxide detection shall be installed in a central or otherwise approved �"• `s" .'� Figure 2: Typical Stair Elevation NAME AREA location in each occupiable space in a commercial building and within 10 feet of COMPLY WITH ASTM F 2000. THE OPENING `•� �� G HANDRAIL 0j the entrance to sleeping areas and sleeping units in residential buildings DEVICE AFTER OPERATION TO RELEASE THE ATTACHED TO WALL SECOND FLOOR AREA 1254 sq ft. and commercial buildings that: DEVICE SHALLALLOW THE WINDOW TO '�'��'' • STAIR RAILING DETAILS/ CODE MINIMUM 1. Have a communicating opening with an attached motor vehicle related occupancy, FULLY OPEN TO MEET THE CLEAR OPENING STAIR/BALUSTER STYLES ARE DIAGRAMMATIC 2. Share one or more common walls with an attached motor vehicle related occupancy,or AS REQUIRE TO MEET EGRESS R310.2.1 ONLY--CONTRACTOR TO COORDINATE STYLES 3. Are located one story above or below a motor vehicle related occupancy. WITH OWNER/FINISHES TOP OF ROOF 12 12 �7 7 12 4 TOP OF PLATE - o 12 ^ v 12 HI O 10 ``� � 10 0 p N bo H�--1 : L_ W � TOP OF SUBFLOOR TOP OF PLATE— - � + n W cc cu w ` Ln o � rn M O E 77 1 N y C O TOP OF SUBFLOOR TOP OF FOUNDATION w `° o r� �� U O C U C 1 I I I I I I I§D OC � Uw U c ami c o d o o Nm o 0 N y N U Iy to 7L C O > �n 0 C i>L y 0 3 L c'c 4-! 3: 0 I I I I �wo �a p0L � N�w _ _ _ _ _ RIGHT ELEVATION co• � d o N �' EMERGENCY ESCAPE EMERGENCY ESCAPE I c v o c ° AND RESCUE I I /� �� AND RESCUE =' O c w m e a� Q) WINDOW WITH WELL I I SCALE: /`t 1 'O I I WINDOW WITH WELL I 2 E ��' c 2 t y a c U � L U N' N Z C.�_^ Q N C Ql C N O fA O'-— _ _ _ _ _ _ _ I O C a E = --O N ` 8_ w L — — — — — -� L — — — — — J H u u=,m o- Fc- Cm E a.-o n I I I TOP OF FOOTING- — - - - �I -( ,- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - I� FMATCH RIDGE HEIGHTS TPOFROOF - - - - - _ - 30 YEAR ARCHITECTURAL ROOF SHINGLES AF OR EQUAL 12 12 12 � 12 TANDING SEAM METAL ROOF COLOR AS SELECTED BY OWNER. TOP OF PLATE— P OF PLATE ❑ 5/4 X 8"VERTICAL CEDAR OR I-- opnFPIAl BOARD-WHITE N Q 12 - - - - I O Z 12 N 0 c ❑ Q _ 12 1204 Lu LU cV 12 J (A J M _ bo - C0 12 Q CD W r` 12 5/4"X 8" AZEK FASCIA Q 0Y U) o� o 12 WITH 2X2 REVEAL N M 5/4"X 6"AZEK 5UB-FASCIA WITH VENTING PER _TOP OF SUBFLOOR — _ _ O BFLOOR �,ti DETAILS TOP OF PLATE S, H 5/4"X 4" AZEK TRIM TYP. CABOT STAIN DOUBLE DIP C? MAIBEC CEDAR SHINGLE WITH 5"EXPOSURE, 'WHITE TYPICAL Li L—i Ll pll=l TOP OF SUBFLOOR - - - - - - TOP OF FOUNDATION0 ao O �cl fn w i I I I I I I I I IIS C? FRONT ELEVATION I I I I I I Ij. k 1'� I I SCALE: 1 /4" - V_011 —TOP OF - -FOOT—ING- L - - - 1 - - - - - - - - - - - - - - - - - - - - - - C - - - - - - - - - - 1 — — — — — — — — — - - - - - - - - - - -- -1L--' C -- -- -- -- -- -- -- -- -- '- _- -- -- -- -- -- - - - - - - - - _- - '� � �pF�Gy 3y. 12 12 � 7 7� TOP OF PLATE- 12 12 E U 10 10 � v co Ou) N h--•I w o co (� _TOP OF SUBFLOORco _ _ w TOP OF PLATE ;_ - - - - - - - - - — W N O N FMD ,Y co -r- TOP TOP OF SUBFLOOR — — w .N TOP OF FOUNDATION o 7. Ell , Ell] [] - - Q U c E� �.�w fc� C � � O .n-U aci n 2 c o m N a-n'o c 3 I , LEFT ELEVATION -:r-' t" ut ` ° En :3 'N�,co V L to"O C cc V cn u1 O - ¢ u) C Ql N O I I SCALE: 1 /4" = 1 '-0" c 0.E'� a) o o� I i � 1Lccircnm0- F=- mEn.S`oa TOP OF FOOTING L- — — — — --� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I— I^ ui T– O C) Z CV < os Q 12 12 04 J W W J 12 12 ILI Q W H LU LLj�ji I cl) TOP OF PLATE H IEHI FB-1 Q N TOP OF SUBFLOOR — - — - - - ft� HW F�1 M .fl HV i�v TOP OF FOUNDATION W ,C/ I REAR ELEVATION SCALE: 1 /4 V-011 LIa r TOPOF FOOTING — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I — — — VENTS: P3103.1 ROOF EXTENSION OPEN VENT PIPES SHALL EXTEND MINIMUM 6"ABOVE THE ROOF OR 6"ABOVE THE ANTICIPATED SNOW ACCUMULATION. P3103.2 FROST CLOSURE: WHERE THE 97.5%VALUE FOR OUT-SIDE DESIGN TEMP IS 0 DEG F jL OR LESS.VENT EXTENSION THROUGH 4 VTR R 4"VTR x 4"VTR ROOF A ROOF OR WALL SHALL NOT BE LESS THAN 3"IN DIAMETER. ANY INCREASE 2.. 2„ - 2" - 2.1 IN SIZE OF THE VENT SHALL BE MADE NOT LESS THE 1 FOOT INSIDE THE 3" ;3" THERMAL ENVELOPE OF THE BUILDING. 1 1/2":1 1/2111/2" 1 1/2" 1 1/2";1 1/241 1/2" :2" 1 1/2' 1 1/21 1 1/2!' WAtHER 2" �t2" 2" F.D. a„ 2ND FL, 2' 3„ 2' 3„ 2,. 2„ 3' 2" 2" 2„ 2„ '• 2" O .. 2„ � � U Cz 1 1/2" ;1 1/2" :3" 1 1�2" D W i1 1/2" ! 1 1/2" : 2- 1 1/2�'1 1/�"1 112" 1 1/4 :1 1/2" WASHER O __J� 11 It II 2" 2" � 2" 2' /"� O H N SHINGLE RIDGE CAP ,,RIDGE VENT 3" 5;:A 1 ST FL, T�� co J�� 2 3„ 3„ 2„ 31 2„ 2 V 1 SHINGLES EXa rr��l cc cc OOF SHEATHING V � UNDERLAYMEN BASEMENT ^ W 4"FAI RAFTER n RIDGE BOARD 3„ � W 0 CO CO Cp N 10 ICU O To a New Suffolk County 411 O 16- (- RIDGE VENT DETAIL Approved Sanitary System G-� NTS PLUMBING RISER DIAGRAM O ,FMn Not to Scale E m 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 N CN O E E y N C _ 0 a) O E O 01 d N �` w ° E L� Anv `OY 81 MATCH RIDGE HEIGHTS j 10 10 U c U ~ off - t a � � � oc? " ° ' � , c° m C _ U N ,m 0 :'.� a8 C ° 0"- to U�� O O N ` Cc U y 0) n.03 Lc'0,� 3a3 o - O— U r d O C = O 3 O ------------, ----------- -----------, r-_ --------, III L to O U E � C(„) d. _ f6 An ly i I I ill •� ,C Q y C N C fU 0 I ii i III =C0 momvocAn y 1 I I I III I� U fA W a• �•'•- @ E EL O a Iy ly 1 I I I III ly I I I I l'I ly I I I I ISI I I I I III ly 1 1 I I ly I I I 1 1 I 111 SII 1 I I � � I III II � 11'I I I I l l I III IA 1 I`I I I I I I ' Ip II I Ir , I I 1 1 ' 111 IA I 1 1 I I I I ' III Itl 1 11 I I I I I � III I1 I I� I I I I I � III ASPHALT SHINIOLES --------------- ---- II I 1� I 1 1 I I 11 I I I l I I I III I I III II I I+ I 1 1 I I I I 1 01 IA I I� I I I I I I I NI I+ I I I r----------------- IN II I Ir I 1 I III I 1 I Ir I I I III I I 1 I ni RIDGE 1 I 1 I 1 I I NI I, I I I I ul A IN ` I I I NI i I RIDGE IN �-------- N HI IIDGE ' ul A I 1 11 I I 1 1 I NI 1 I 11 1 1 1 I I 11 1 NI 11 t -- Q 11 _ I I I I I I I I I I I III W I I I I I 1 I 1 I I 1 I III L II I II l I • ------------ ---. i I I 1 I I I 1 1 1 I III T f 11 ------------- - IA I I, i 1 1 I I I I I 1 I 1 1 I 1 1 HI N IN I IN 1 I I I I I I I I I I I I 1 I III Q Z IR I I, 1 I I I I I i I 1 I I I I III N C/� II I 11 I I I I I I I I I I I I I I ' III J IN 1 II I ( I I I I 1 1 1 I I I I III M Q Q II 1 IN I I I I •-____�_ -- _____--_-- I III ^W ---------------' ' 111 `V W II I I, i 1 1 I I III J N W I ------ \ J /L/C�L_ / II I I I ---------- ' LL. W U u � 1 ill _______ I I ; ____ASPHAL SHINGLES ; Q II I 11 ._-______- I I I I I III II I I, ' l 1 •____________ I I l I 1 l III I II I I' I I I III VL II I r I W J iN I i ----------- I II' N I 1 I I h l I I u I I I 1 ' Ill lr 1 I l t ' I I I AI ll I I l I ' I I I III A I I I I I I I I I III IN I 11 I I ' I ' III 1, I I I 11 I I I III I, I 11 11 W I I I III I I I I I (D I II i' I 11 I I I III __� ________ ___ ------- 11 I I xl � u; �"�1 i•-I N/� --------__ ----- -- I 11 I I xl p III I ' I II 1 I al III /'1 Ir I 1 I II I I xl I III — ` Ir I I I II I I III 1 Ill U �•�•-. 1+ I l l 11 I 1 NI I III NSOLAR ENERGY SYSTEMS i1 CHAPTER 23 & (R32 i � ��- -=--- --------------- SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 23 AND THE FIRE CODE OF NYS. ;II ' SYSTEMS SHALL BE LISTED AND LABELED PER UL 1741. a«____ _________ ________ _________ '^ v PANELS SHALL BE LISTED AND LABELED PER UL 1703. 0 M O bJ) OC SOLAR READY ZONE: F'+�I v S rq ►� _ U IN ACCORDANCE WITH APPENDIX T O M THE TOTAL SOLAR-READY ZONE AREA SHALL BE NOT LESS THAN 300 SQUARE FEET NOT INCLUDING ACCESS OR SET BACK AREAS AS REQUIRED BY , THE INTERNATIONAL FIRE CODE, ROOF AREA ORIENTATION SHALL BE BETWEEN 110-270 DEGREES OF TRUE NORTH. Ss' ..,� . CONSTRUCTION DOCUMENTATION ,: � �' �" .*, CERTIFICATE REQUIRED PER T103.10 ROOF PLAN �•ai}� � • SCAILE: 1/4" = 1'-0" ' ROOFING SHEATHING RAFTER 0 TYP EXT WALL "HOT ROOF" R-30 SPRAY FOAM RIDGE BOARD R802.4.6 COLLAR TIES 8"FASCIA _`x IN EACH RAFTER SHALL BE NAILED with 4-10d TYP.FLOOR CONST. CAVITY BOX NAILS IN ACCORDANCE NAILER BLOCK WITH FASTENING SCHEDULE NAILER BLOCK SOFFIT (2)2x6 P.T.SILL PLATE W/MIN. 6"FRIEZE BOARD FILL ANY GAPS TYPICAL ANCHOR BOLT -R403.1.6 cV III, COR-A-VENT MAXIMUM SPACING: 1/2"@ 72"O.C. S-400 STRIP VENT EMBEDMENT OF 7"WITH NUT&WASHER. b 2x6 CJ @ 16"OC 12 2 BOLTS PER PLATE AND HOLD AT LEAST ONE BOLT-12"MAX AND 3-1/2"MIN OFF "HOT ROOF" WITH SILICONE CAULK )S OF PLATES. -400 STRIP VENT ENI 12 10 S SHIELD&SILL SEALER TYP. R-30 SPRAY FOAM COR-A-VENT IN EACH RAFTER WOOD SIDING OOD SIDING 10 CAVITY TYP'.CONC.FOUNDATION WALL E RAFTER/CEILING JOIST HEEL 0 JOINT CONNECTION U SHALL BE NAILED 0 TOGETHER IN ACCORDANCE ANCHOR BOLT DETAIL CZ SCALE: 1/2"= V-0" R-30 SAT Unfinished attic WITH TABLE R802.5.2 (SEE DWG-1 FOR TABLE) Cn INSULATION Storage Only WITH SIMPSON H2AAT EACH C 0 RAFTER TO STUD. COR-A-VENT S-400 STRIP VENT FRIEZE BOARD N 1.11� TOP OF PLATE TOP OF PLATE (Z APPLICATION WITH WOOD SIDING L_ NTS LVL BEAMR-15 BATT R-14 SPRAY FOAM WITH R-13 BATTS INSULATION TOTAL OF R-27 TYP EXT.WALL E R-14 SPRAY FOAM W WITH R-13 BATTS TYPICAL ROOF CONSTRUCTION TOTAL OF R-27 9 STUDY - class A 30 yr architectural Roof Shingles w/ 1.4 0 SILL PLATE C/) C? CD N fasteners per manufacturers specification co W oil C CM and the NYS CODE. ENGINEERED El El Ll 11 El El FLOOR Underlayment as per section R905.1.1 & JOISTS R-19 BATT MAXIMUM SPACING: 1/2"@ 72"O.C. • ARA INSULATION installed per Table R905.1.1(1) EMBEDMENT OF 7"WITH NUT&3"x3"WASHER. TOP OF SUBFLOOR Ice & Water barrier as per section R905.1.2 E '1] 11 P4 EIEILT_�i TYPICAL ANCHOR BOLT -R403.1.6 > 2 BOLTS I IER PLATE AND HOLD AT LEAST - — - — - — - - ONE Bour-12"MAX AND 3-1/2"MIN OFF 00 0 066-�5 6_�Wiv L3 0 (Note: Double underlayment is required C/) J C WASHER.]R "- ENDS OF PLATES. TYP. AGE B for Roof slopes between 2 on 12 and 4 on 12) TOP OF FOUNDATION TOP OF FOUNDATION TYP.CONC.FOUNDATION Framing As per plans with 1/2" exterior grade A Cn span rated structural plywood Sheathing, 10: L E Nail to framing in accordance Fastener 0 0 6.- :It &'t - 2 E T It. Schedules & Strapping per detail sheet(s). ANCHOR BOLT DETAIL UNFIN1,11- ED 16"' 'EN (ED R BASEM - IT %. Flashing per R905.2.8 SCALE: 1/2"= V-0" 9 .A 4: 4, 0 'D -c-� a, 0 U 80 TYP FOUNDATION WALL '46 5 8 -2 SEE FOUNDATION PLAN TYPICAL SOFFIT CONSTRUCTION. , CC) 0 FOR SIZE AND REINFORCEMENT (1) 0.- �3.0 0 L) 12" overhangs-typical CL(:-3 tn 0, 0 It 7.5"Azek fascia & 7.5"Azek rake boards. 2:E0 N 3 2- --- ,-- 3 IR 0 ,-,2- d: Metal drip edge per R905.2.8.5 ro 0 M. - C TYP. BASEMEHk1 AR smooth Azek soffit or equal (n a- 20 co " TOP OF FOOTING TOP OF FOOTING 8..03 CF = __ 0 C) SECTION B - - — - — - - — - — - — - - I" x 5-1/2" Frieze board w/ cor-a - vent strip vent 0:�_: - r_ 0) P: S_ :E E 2 u L) cu E. ?'E 2t, SCALE: 1 /4" V-011 TYPICAL EXTERIOR WALL C d) , 0 0 E-a 0-0 M 0 0 2 0 =3'a C: (V (V 2x6 Doug-Fir Wood Studs @ 16" oc. L) en co 5- m E L S a EL FOR TYPICAL MATERIALS Double top Plate and Single Sole Plate. SEE SECTION A 1/2" exterior Grade - Span Rated R905.11.2 ICE BARRIERS; Continuous Structural plywood Sheathing. SELF-ADHERED POLYMER MODIFIEDRIDGE BOARD Fastened per Fastener schedule. BITUMEN SHEET USED IN PLACE OF 12 R402.2.3;EAVE BAFFLES tyvec House Wrap or equal. NORMAL UNDERLAYMENT AND "HOT ROOF" SHALL BE INSTALLED IN VENTED ATTICS. Hardie board or cedar perfection shingles EXTEND FROM THE LOWEST EDGES OF R-30 SPRAY FOAM 7 R802.4.6 COLLAR TIES A BAFFLE SHALL BE INSTALLED ALL ROOF SURFACES TO A POINT NOT SHALL BE NAILED with 4-10d as per clients selection IN EACH RAFTER /ADJACENT TO SOFFIT AND EAVE VENTS LESS THAN 24 INCHES INSIDE THE CAVITY BOX NAILS IN ACCORDANCE AND EXTEND OVER THE TOP OF THE installed per manuf specs and NYS code. INSULATION SCHEDULE EXTERIOR WALL LINE OF THE BUILDING. WITH FASTENING SCHEDULE ATTIC INSULATION ON ROOFS WITH SLOPE EQUAL OR GREATER Cont. load path strapping installed in accordance shall comply with 2018 IECC THAN 8112,THE ICE BARRIER SHALL ALSO BE R806.3 Home Energy Solutions, Inc. APPLIED NOT LESS THAN 36"MEASURED ALONG 12 MIN. I"AIR GAP with drawings. Provide Fire Blocking in accordance THE ROOF SLOPE FROM THE EAVE EDGE OF THE 2x4 CT @ 48"oc BETWN INSULATION with R302.11 & R302.11.1 and 187 E. Main Street BUILDING 7 AND SHEATHING Huntington, NY 11743 Draftstopping per R302.12 & R302.12.1 "HOT ROOF" AFTER/CEILING JOIST HEEL (631) 673-0664 - Office NT CONNECTION R-30 SPRAY FOAM SHALL BE NAILED TYPICAL FLOOR CONSTRUCTION dated: 5/18/2021 IN EACH RAFTER TOGETHER IN ACCORDANCE F-- 3/4" Plywood Span Rated Subfloor, CAVITY Location R-value Thickness WITH TABLE R802.5.2 Glued and Nailed in (SEE DWG-1 FOR TABLE) WITH SIMPSON H2AAT EACH accordance with the fastener schedule. Hot Roof R-30 spray foam RAFTER TO STUD. Floor joists and Bridging as per Code. Flat Clg R-30c 8-1/4" TOP OF PLATE— A TOP OF PLATE Floor(unheate:d space) R-19 6" " R802.5.2.1 LAPPED JOIST TYPICAL FOUNDATION CONSTRUCTION uJ Floor(outside air) R-30c 8-1/4" r OT LESS THAN 3". in accordance with chapter 4 I-_ AU E E NAILED 16d 0 Exterior 2x6 walls R-27 5-1/2" r7 E3 [3 [3 0 [3 WO A NAILS IN ACCORDANCE 3000 psi Air Entrained cast-in-place concrete CD Z R-1 4 spray foam + R-1 3 T TP3-ER802.5.20NDWG-1 W air seal walls to pass 3 air changes per hour 2X8 LEDGER 0 wall on cast-in-place Concrete Wall Footing per < C-0 C6 rl Above grade attic walls R-15 3-1/2" LAG SCREW TO R-14 SPRAY FOAM R403. refer to Foundation Plan for footing size & N LLI Lli BO STUDS @ 16"OC BEDROOM #4 BEDROOM #3 thickness. Concrete Horizontal and Vertical _J (n _J Foundation Rim Joist: R-21 I I WITH R-13 BATTS < SIMPSON SKEWED TOTAL OF R-27 All Glazing U = .30 SCGH: .30 HANGER @EACH Reinforcement per Chapter 4. & gen note #6. 0 RAFTER R-30 BATT ENGINEERED Damproofing per R406. 2- 2x6 approved < U) Door-more than 50% glazing 12 INSULATION JOISTS treated Sill Plates, Sill Seal And Termite shield per Doors-less than 50% glazing U = .40 FLOOR U = .30 SCGH: .30 TOP OF SUBFLOOR TOP OF SUBFLOOR Section R318. Anchor bolts per Foundation Plan and R403.1.6 *If part or the entire attic will be decked over with plywood, TOP OF PLATE TOP OF PLATE the ceiling joists must be deep enough in order to fit the BLOCKING/Z INTERIOR WALL FINISH batt insulation so that it is not compressed. If not then WRAP HEADER IN---- R-14 SPRAY FOAM Provide 1/2" Gypsum Wall Board on ceilings Clg Jsts will have to be built up or upgraded to the next size. AZEK BOARDS WITH R-13 BATTS TOTAL OF R-27 and walls except basement walls & cIgs - unless 4"AZEK BEADED noted. Min 1/2" Moisture Resistant Wall Board on Other Specifications: PORCH SOFFIT ON Ceiling and all walls in Bathrooms (humid areas) - Windows: U:5 0.30, SHGC:5 0.30 FURRING STRIPS DINING KITCHEN and 5/8" cement board on walls and ceilings in wet areas. - z 100% high efficiency lighting (CFL's or LED's) ROOM Provide 5/8" Fire Rated gypsum wall Board on walls - :5 3 air changes per hourCZ r- and ceiling located as per code, manufacturers H P.4 -4 All Energy Star appliances ENGINEERED requirements and drawings. U FLOOR � R403.6 Mechanical ventilation shall be provided that JOISTSI'n meets the requirements of section M1507 TOP OF SUBFLOOR TOP OF SUBFLOOR (U)COU00 TOP OF FOUNDATION TOP OF FOUNDATION rup R403.7 Heating and cooling equipment shall be -0 U -6 00 sized in accordance with ACCA manual J by a A KING certified third party rater. BLOCR-19 BATT -.STEEL BEAM INSULATIONC:) % Id d C? d: UNFINISHED o BASEMENT SECTION - A �. ,. �� .� A 1 0 SCALE: 1 /4" V-011 TOP OF FOOTING TYP.BASEMENT SLAB TOP OF FOOTING .`' o q_OAA N N 0", CGI1TIt1LiaUL1'£HE=THEG ;. .LL � BRACED WALL PANELa' PER PLAN BRACED WALL LINE 1-1 1-2 1-A 1-B 1-C 2-1 2-2 2-A 2-B BRACING METHOD TABLE R602.10.4 page 185 BRACING METHOD CS-WSP CS-WSP CS-WSP/CS-PF CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CONTINUOUS SHEATHING b. WOOD STRUCTURAL PANEL BRACE WALL LINE SPACING(FT) 36 36 14 52.33 52.33 28 28 29.22 29.22 HOLD- j / DETAIL #1 ON DWG-2 F=_r DE.AC TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 30" 30" 30"/20" 27" 30" 27" 27" 27" 27" F=tE� DE:ICE BF.-CEG'::�LLPLIIEL-T E',- z d�LLF+,EL-T E',C J-E°�:EC;.=LL LIhE EIID OF BR-.CED:':4LL LIME END CONDITION 1 END CONDITION 2 CS-P F CONTINUOUS SHEATHING TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 16 16 7 12.5 22 7 7 8 8 PORTAL FRAME DETAIL#3,DWG-2 TABLE R602.10.3(2)Page 181 WINDADJUSMENT FACTORS a,b,c ' ® GB GYPSUM BOARD 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 1 2. ROOF EAVE TO RIDGE HEIGHT 1 1 1 1.3 1 1 1 1 1 BRACED WALL NOTES: / REFER TO DETAILS ON DWG-2 3. WALL HEIGHT 1 1 1 1 1 .95 .95 .95 .95 FOR HOLDOWNS,STRAPPING,BRACED ' \ O F WALL DIAGRAMS AND DWG-1 4. NUMBER OF BWL PER DIRECTION 1 1 1.3 1.3 1.3 1 1 1 1 v �? :< r. !,OF?R�CEC ss.c_ t';+LLPUNE I- EL xFETE: -� FOR NAILING SCHEDULE. ALL BRACED O k E!iG OF •:�=1L END CONDITION 3 c END CONDITION 4 WALL PANELS SHALL BE FULL-HEIGHT 5. ADDITIONAL 8001b HOLDOWN DEVICE c0 SECTIONS OF WALL WITH NO VERTICAL �1 REQUIREMENTS OR HORIZONTAL OFFSETS. V "'"`` 6. GYPSUM BOARD OMITTED 0 Return panel 24"for braced vda'I 1.:nes s+Teat.Ted w't 1 /""� N wood st�uctu,a'pane!s H co 32"for b,aced wa'" Innes sheat'ied w th 7. GYPSUM BOARD FASTENING I■� Y / structure fibe,board co Distance D: 24"for braced'"va'!!nes S'ieathed w t!i 1. BRACING REQUIREMENTSAS PER TABLE R602.10.3(1) 8. HORIZONTAL BLOCKING IS OMITTED r co A///A, 111Awood structural pane's 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 �J 32"far braced vda'I fines sheathed with 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 RESULT REQUIRED BRACED WALL LENGTH (FT) 16 16 9.1 21 28.6 6.6 6.6 7.,6 7.6 W 32"for b f berboa d 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE '-J Z F0 SHALL BE OFFSET NOT MORE THAN 4 FEET. lI``--�� TABLE R602.10.5 page 187 ADJUSTED LENGTH 1.5 x ACTUAL (FT) 3.8 END CONDITION 5 Hold-down 200 Ibs capacity fastened to the edge of the 5. BRACED WALL PANELS SHALL A FULL-HEIGHT SECTIONS S. WALL W THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. p T n device: braced wa'!panel closest to the Cerner and PER PLAN BRACING LENGTH PROVIDED (FT) 465 29 165 27 313 133 19 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH . . . . 3 12 12 h�-i Fj-"1 U) to Vie fcundat,on c,f cor framing be'.cw END OF A BRACED WALL LIME O For SI:11noh=25.4 mm,1 foot=305 mm,11b=4.45N 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL COMPLIANCE YES/NO Y Y Y Y Y Y Y Y Y O (Np FIGURE R602.10.7 PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER FIGURE O -Y 2 2 10. . �..I co END CONDITIONS FOR BRACED WALL LINES R602. a. Linear interpolation shall be permitted C13WITH CONTINUOUS SHEATHING b.Where three or more parallel braced wall lines are present and the distances between adjacent braced wall lines are different, O V the average dimension shall be permitted to be used for braced wall line spacing. rn ABBREVIATIONS; BWL=BRACED WALL LINE, N BW=BRACED WALL, CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION N N C E c S ,n O O O 0 E u) w w E 3 N•p O w m U t` 01� U CO 10.7 a 0 T 31 m1 m l Dcomo 6a) aa) N I 4'-0" 13'-11" 52'-4" 4'-0" c U a tm c`L m=s- O `� c7 Y �g m c o -y o `o 'n 1a �p `o m 16'311/16" aciL M 0 n0� `o 4'-0" m 1 29'-4" 4'-0" ( I I a7 v_7 c o m _.c�y 3 0 3 I tT o c I O 0 Cc: CL N.L.+ •-+ O L.9 C q L Q7 U)-0:t! O E I I 3'-6 3/32" S-10 13/32" T-11 19132" o o'� L o co a7 L= E �_a)aa) 0 i 8'-9 11/32" I a7 ` N b a T-5 31/32" ( I CS-WSP CS-WSP L o o L c o a7 ' Ia.. Z•5LQILnc� � ma H Uu7caa' F- OL.Eoa CS•WSP CS- SP I CS-WSP " CS-WSP I CS-WSP I CS-WSP CS-W P o CS-WSP77,77 o a j CL BWL 1.1 iv q i I / -- -- - --- - -- 1111 ------ ----- -------------------- ------------ ---- ----- ----- -�- 0 a - I - / U BWL 2-1 j; I I ' 0 TYPICAL ' -•---- ---- ----�•-------------- -------•-------- ---- ---•- ----- v HDU2 I , HOLDOWN 07 Q' �' „ I I i L.7 1 I U In u i00 m u i CL n i ' , I I cn I e Gn I 1 a rn ch ------ ------------- o i l{ 17 R 1W i ' r 1 I tl� - - - - i i C7 O N CD Z --------- I io - - - - ---- ---- I N (n ------ -------- -- - --- N W LLI - ---• , " J J 1 u i --------- I , ' GB METHOD ---- ---- c`-7 Q n i TABLE R602.10.4 ' o a. W 7"O.C.AT PANEL EDGES -------- i INCLUDING TOP AND BOTTOM PLATES,7"IN FIELD „ 1 ----------F- ---------• ALL HORIZONTAL JOINTS 1 I BLOCKED AND I I I In l I FRAMING CONNECTIONS , o U) , N AS PER DETAIL 2 ON DWG 2 I I _..-...1...._...._._; In " I� _ 3 0 ' I1 - CS-WSP BWL 2-2 w ' ' 1 1 a CS-WSP in WOo ' U 3'-4 19/32" I -8 5/32 ( o T,w N o TYPICAL HDU2 o N o j HOLDOWN I S-WSP z Q ' is CS-WSP CS-WSP CS-WSP -- OWL 1-2 ----- ala I ^--- 1 --------�---- - ----•- --- --------------------------- ----- ----- , ------ --'------00 �'1 T -1- ��-. C WSP U a I ' t 3'75/16" 3'75116" a -------r----------- �. I `° 9 U I ( v 2'-17/16, 2'-2 5/16" CS-WSP ' CS-WSP CS-WSP I CS-WSP U ~ U0° 4'-4 23/32" 4'-9 13/16" �1 N I ( 2'-1131/32" ® +O 1 U ti/ p � M 4'-0" 29-4 4'-0" I � 4'-0" , 4'-0" I 13' 11" 52'-4" It O 2ND FLOOR WALL BRACING PLAN {)tF Nk 'A I �a '{L c - 1ST FLOOR WALL BRACING PLAN . ._.-�� SCALE: 3/16" = 1'-0" SCALE: 3/16" = 1'-0"