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HomeMy WebLinkAbout48632-Z �o��gUEFOt�oy Town of Southold 2/4/2024 a P.O.Box 1179 0 co .� 53095 Main Rd Southold,New York 11971 lie CERTIFICATE OF OCCUPANCY No: 44929 Date: 2/4/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 470 Harbor Ln, Cutchogue SCTM#: 473889 See/Block/Lot: 97.-6-6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/21/2022 pursuant to which Building Permit No. 48632 dated 12/20/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations. including front and rear stoops and outdoor shower,to existing single family dwelling as applied for. The certificate is issued to 470 Harbor Ln LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48632 1/30/2024 PLUMBERS CERTIFICATION DATED 12/15/2023 Bra iecuch fi Au rized gnature TOWN OF SOUTHOLD y BUILDING DEPARTMENT N x TOWN CLERK'S OFFICE W�ti • � �{ 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 #: 48632 Date: 12/20/2022 Permission is hereby granted to: Cannac, Bernard 115 E Main St Apt 2 Fairfield, PA 17320 To: Construct additions and alterations to an existing single family dwelling as applied for. At premises located at: 470 Harbor Ln, Cutchogue SCTM #473889 Sec/Block/Lot# 97.-6-6 Pursuant to application dated 10/21/2022 and approved by the Building Inspector. To expire on 6120/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $360.00 CO-RESIDENTIAL $50.00 Total: $410.00 Building Inspector 50!/j�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 • ao sean.devlinCaD-town.southold.ny.us cOUNTY,N BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 470 Harbor Ln LLC Address: 470 Harbor Ln city,Cutchogue st: NY zip: 11935 Building Permit#: 48632 Section: 97 Block: 6 Lot: 6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Daniel Wilcenski Electrical License No: 4723ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph Heat Duplec Recpt 42 Ceiling Fixtures 6 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 8 Wall Fixtures 9 Smoke Detectors 2 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 7 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Duel Ceiling Fan Combo Smoke/CO 3 Transfer Switch UC Lights Q' Dryer Recpt ff Emergency Strobe Heat Detectors Disconnect Switches 4Q 4'LED 8 Exit Fixtures Sump Pump Other Equipment: Fridge, Oven 60A/ Gas, DW, Micro, Hood Notes: One Story w/ Unfinished Basement Inspector Signature: Date: January 30, 2024 S.Devlin-Cent Electrical Compliance Form TOMMH'Amnex moue(631)7Cx 54375 Affisias RwAT s{63I 75�9: fit?£&_Say;1139 012 BUMDENG DEPART OWN OF SOUTHOLD f a 1 JA N 0 0 2024 CATION Baiwing I'ea nkNo. I raft'tha&e soMw md in the waftr mpply*%*=cmiWm I=&m 2fIOaf 1% Imo. %wmtD i se /Tl* dqyof a 202=_ QL, PLRIB yofk jai y COm ti�jflii�;.1,�=EIS it', TG =r. `� q�& ��aq souryo # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPEC ON [ ] FOUNDATION 1ST [ ROUGH PLEG. [ OUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /ST [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REM KS: vimin, vrrqvAt, DATE Y16 Z3 INSPECTOR a0FSOGIy � �✓ y70 4arb0V -- �o� o� # TOWN OF SOUTHOLD BUILDING DEPT. °ycoum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ �] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: l2G�r1 64 DATES-c9'd3 INSPECTOR SOUIyo TOWN OF SOUTHOLD BUILDING DEPT. `yMUM, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �-- Cow D�. DATE I INSPECTOR OF SOUTyOIo # TOWN OF SOUTHOLD BUILDING DEPT. couMv, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [X] RO GH PLBG. FOUNDATION 2ND [ LATIOWCAULKING FRAMING /STRAPPING [ L [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: QlAo%AT(fts- w4 I>ram/ gahVI-1- CAA I M C71 p L DATE Y INSPECTOR O��pF so(/l Q, `lI l c �1 kPw- TOW OF SOUTHOLD BUILDING DEPT. `ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: G/L� 2- 6 To VA At �C e d IvI DATE 2 0 1�� INSPECTOR JA N 3 p z OW 1 �"""""""'r�" .' � fir,...•• a N AL s _ a CV) CD er Ao � M cn CW) CP i a} --- N L� w r, G� l I � ' co � ; ;.:. � �_ u r ` � �' � ''�,. r �� ., � ,� r � � .� _ „r� � '� ��� I ,.. : �_ c, k .�. � �� ,�- �. 9 .G i� _ A - { i { 1 i r f S 40 AwAt { ,� e S , 7 f }� 1, � F i II r ' � G � l . ; __ � .� 6 D . . •s ' f t � Y 1 �L POW "ftWI001 • t w t 6 .�:' b �` �. { �i .p{ ... � r 'E � L M 7 • _ ��� .+� ,� �' +•w .��� � � , ' ♦ �,��. � +,� �• E '� .� }.. a + !' a ,- d .I .' ,. ,,. ?_ � �, �, ,w .�1`f AL 4 aY �S� 1. it r f 1 1 �I'-♦ f N i f 1 1 1 � 1 ' 1 •� � - f �. :++ �` s 'fir■ •- .9'. � � � � � - .�: r � �. � r,� � .-_ j �, , �1. .� * � � r r r` � /` { ,,�r ,�. � �, J .... I d�,,�, E _ +, A 'ram ,� _ Y �� 4 a �" .r' �� s a i t e 4 YUI�I,�y�, �INw "n. t t ry44. t 'T T i a l 4 . f � r i ELD INSPECTION REPORT DATE COMMENTS ad t� FOUNDATION (IST) P ----------------------------------- FOUNDATION (2ND) z o ROUGH FRAMING& H PLUMBING INSULATION PER N.Y. c�H STATE ENERGY CODE FINAL ADDITIONAL COMMENTS U 2 c-I 4 ri n 0 v ?titAA '- CA — No Af Lro H O z y� ;a H x d b H TOWN OF SOUTHOLD-BUILDING DEPARTMENT co ao Gy= Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 hops://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only �� C k'n PERMIT NO. Building Inspector: OCT L 1 Jn92 Applications'and.forms"must be filled but in'their entirety.Incomplete - applications will not be accepted'�Where the Applicant;is not the'owner,an .= Owner's Authorization form(Page 2)shallbe completed:'_ Date: 20th October, 2022. :OWNER(S)".OF PROPERTY;. Name: 470 Harbor Lane L.L.C. SCTM#1000-097.00-06.00-006.000 Project Address: 470 Harbor Lane, Cutchogue,_.N.Y. 11935__.._..__. .680.1157 Email: dJJlaw@iCloud.com Phone#:P63_1w_. ._�_____......... _ -_.___ _ -.. _.. Mailing Address: P.O. Box 1672, Mattituck, N.Y. 11952 CONTACT PERSON: = Name: Nig.el._Robert Mailing Address: P.O. Box 1758, Southold, N.Y. 11971 Phone#: 631 .834.9740 Email: nl el_architect hotmall.com DESIGN PROFESSIONAL INFORMATION:. Name: Nigel Robert Williamson R.A. Mailing Address: P.O. Box 1758, Southold, N.Y. 11971 Phone#: 631 .834.9740 Email: nigel_architect@hotmai1.com m CONTRACTOKINFORMATIONc' Name: Mailing Address: Phone DESCRIPTION OF PROPOSED'CONSTRUCTION ❑New Structure XAddition ®Alteration ❑Repair KDemolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes CKNo REM.oJE ExT4. Srtx�p Co.) F SID/�ErA��9vp/�}p�. ,DlJQ.L1JJrT. 2ECo11FIGV" Fre&1r STOOP § F-4T"-Vl z 000c- ADD TWO M614 Sroops TTvL_ awscr AtarEgATi6D TD QEDQoom rz. QEC JF14LJ2F_ ISEDeDWO #I TO AZZ NIF-W BATH o OF-6) JrDEr- 940M 4 c[_e.> AT E2 VE hlat.l_ BETQ6E F_xisflAJC WjTCJ'IW/01_A3!L34 it L OOCI RA0► J! REMOV6 F_x rr,J< czita C, ro G2coxe 0EW cEil_iAq. EF-MoNE ExISTIJI 130144 kl14 orJ 121LPI.AM LOCI TiLIC W,Jboos Tp D► ELLI►IC. At)D 1-00 MIEd Pub oQ0154s rWO A430WIC WAJ-DOWS. :r ' PROPERTY.INFORMATION. ; t Existing use of property:S'WCILF- F4Mitr uniELLI1J(f Intended use of property:SjkjaLF. FprsiL 0M1EL6►)C,r_ Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to P.&O this property?. ❑Yes D<No IF YES, PROVIDE A COPY. ater issues as r s; onsible.'for all'draina`e and storm w lBl;Check":B �.:., OX,After:Readin :,_:Theowner/contractor/designprofessionali.resp_ g P.. Y. Chapter 236;of the,Town Code eAPPLLIICAT10N is HEREBY.MADE to(the:Buddmg Department for the issuance,of a Building Permit pursuant to th eft ildmg Zone. Ordinance -ft' Town of southold,Suffolk;County;New York and other applicable Laws,Ordinances or Regulations,for:the construction of buildings, <, additions,alterations odor removal or demolition as herein,described:Ttie applicant agrees to comply with all applicable laws;ordinances,building code, housing code'and.regulations.and to admit authorized inspectors on Oemises'and m buildiog(s)foY necessary inspections False statements made herein are > punishable as a;Class A misdemeanor pursuant to section210A5'of the New York state.Penal law. 5 Application Submitted By(print name): M qeL ROACkC Oi t.L1AMSOJ ($(Authorized Agent ❑Owner Signature of Applicant: Date: ►f' Or--MREQ, 2oiz STATE OF NEW YORK) SS: COUNTY OF ) N I GEL RaguT IX Lt-i ArAgod being duly sworn,deposes and says that Ahe is the applicant (Name of individual signing contract)above named, P)he is the AG�NT (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this II' day of O C TOBER ,2022 Notary Public DAVID J.JANNUZZI NOTARY PUBLIC,STATE OF NEW YORK ! e PROPERTY OWNER AUTHORIZATION Registration No.02JA6052585 Qualified in Suffolk County (Where the applicant is not the owner) Commission EXPIres February 13�23 I residing at 1393,E A+10V /`d r M / M-2,, do hereby authorize IJIGrEL P-080-T W LtLiAMS&d to apply on my be If to the Town of Southold Building Department for approval as described herein. Owner's Signature Dfate Print Owner's Name 2 o�g�FFO�,�cOG BUILDING DEPARTMENT-Electrical Inspector ram„ TOWN OF SOUTHOLD o,� • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone (631) 765-1802 I Temporary Certificate # SO Date 6) I ( 2023 Customer Named p �,�, Electrician NameZoom W.1g1lecAlLid- Address#16 Phone (p 3/ •-•$V• &Z47p e-mail e-mail W� t •1 . G Phone it / • �3co • a,4$ License# 2,'3 ;" Size QLQ A Phase 1 Overhead Underground C #of Meters Remarks #of Underground Lateralsl 1 1 2 New X "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y N Flood Reconnect Old Meter# 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 conducta premises inspection of the service equipment. This verification is v lie}f day m t ate above. Authorized by Z iiS6 , BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD r Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 �`•�° � �� � 631 Telephone Tele tl. p ( ) 765.1802 - FAX (631) 765-9502 rogerr@southoldtownnv.00v - sea ndt7 outholdtownnv aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: ► 1AJ �- Electrician's Name: License No.: Alk Elec. email: Elec. Phone No: _ ,� I -�3�, t<,25'� 01 request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All information Required) Name: L{ �- Address: a v Cross Street: fL�� Phone No.: _ 1� . Bldg.Permit#: �,f -z- email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARF FOOTAGE (Please Print Clearly): S Circle All That Apply: uare Footage: l.5o 7 Is job ready for inspection?: YES❑NO "Rough I0�10IP [] Final Do you need a Temp Certificate?: YES ❑NO Issued On� ea 8 f 23 Temp Information: (All information required) Service Size�1 Ph❑3 Ph Size: 2-0 o A #Meters Old Meter# [RNew Service0 Fire Reconnect[]Flood Reconnect[]Service Reconnect,®Underground QOverhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y Additional Information: � ,.� YMENT DUE WITH APPLICATION 1 1 2023 LU �S j dulujumbU PT lz l U cl-Cl PERMIT# Addr ss: Switches Outlets I Lil/ G FI's Surface 4 Sconces C; H H's uc its � Fans Fridge HW Oven Dryer Exhaust Smokes 1 DW Service 1 Carbon Micro I Generator Combo .1 '2J Cooktop Transfer AC AH I Mini Special: vzlv�� Comments ` CASEMENT & AWNING WINDOWS 4�D ������ L���, c• � �� 4 i Table of Awning Window Sizes Scale 1/8"(3)= 1'-0"(305)—1:96 2'-01/8" 2'-43/8" 2'-7112" 2'-1115h6" 3'-413hs" 4'-0" 4'413h6" 4'-117/8° 5'-413h6" 5'-117/9" Window Dimension (613) (721) (800) (913) (1037) (1219) (1341) 1 (1521) (1646) a Minimum 2'-0 5/8" 7-4 7/8" 2'-8" 3'-01h" 3'-5 3/8" _.. 4'-01h° 4'-5 3/s". 5'=o 3/8" 5'-5 3/8° Rough Opening (625) (733) (813) (927) (1051) (1232) (1356) (1534) (1660) (1832) UnobsctedGlass 195hs" 239hs" 2611hs" 311/e" 36" 43Mti" 48" 551/16" 60" W 671hs" (single sash only) (491) (598) (678) (791) I (914) (1097) (1219) 1 (1399) (1524) 1 (1703) I AR21 AR251 AR281 AR31 AR351 AR41 AR451 AR51 AR551 AR61 N AN21 AN251 AN281 AN31 AN351 /AN41 AN451 AN51 AN551 AN61 N N v 1M; A21 A251 A281 A31 A351 A41 A451 A51 A551 A61 2,I. t 01 FD El N v N v v iG1• AW21 AW251 'AW281 W31 AW351 AW41 AW451 AW51 AW551 `\ AW61 _ S'D o m ti rn [Ell / \ / / / / ♦ / AX251 AX281 AX31 AX351 AX41 AX451 AX51 AX551 AX61 1;=CUSTOM<iNIDT�IS��59;�%°to:7,1:?%s"?s"tationary:only ` CD Cl) N a 01 El AXW281 AXW31 AXW351 AXW41 AXW451 AXW51 �="s 1� AXW551 AXW61 ;e9 la El `y6o A335 A3535 ?o m AP32V AP352V AP42V Window Dimension 2'-01/s" 2'-1115/16" 2'-1115/16" 3'-4 13A6- 4'-0" 2'-01/s° 2'4115hs" (613) (913) (913) (1037) (1219) (613) (913) Minimum '-05/8" 3'-01h" IT-6 lb-I 3'-51& 4'-01h" 05/8° 3'-0112" Rough Opening (625) (927) (927) (1051) (1232) (625) (927) El A212 A312 (A21/A21) (A31/A31) rn m M PA3050 PA3550 i (AXW31/A31) (AXW351/A351) AXW312 PA3060 PA3560- PA4060 A213 A313 (AXW31/AXW31) (AP32V/A31) (AP352V/A351)- (AP42V/A41) (A21/A21/A21)(A31/A31/A31) •,Window Dimension"always refers to outside frame to frame dimension. , •°Minimum Rough Opening"dimensions may need to be increased to allow for use of building wraps,flashing,sill panning,brackets,fasteners or other Items.See pages 210.211 for more details. •�' •Dimensions in parentheses are in millimeters. 26 4 Andersen° Awning Window Opening and Area Specifications Picture Window Area Specifications i Clear Opening in Full Open Position y Top of Subflaor _ r Window Clear Opening ( ) Glass { Vent to Top of Inside'Overall Window Window Glass Overall Window Number Area Width 4 Depth Area Area S(II Stop Area Number - Area Area } _ Sq.Ft./(mz) 1 InchesAmm) ) Inches/(mm) Sq.Ft./(m=) I Sq.FL/(m2) Inches/(mm) 1 Sq.Ft/(m=) Sq.Ft./(m2) I Sq.Ft./(m2) - AR21 _ 0.9 (0.08) 19 2/i (495) 6 3/a (162) 1.7 (0.16) 0.9 (0.08) 67 7/,s (1713) 2.8 _ 026) P3030 6.8 (0.63) 9.0 (0.84) �•A111251 1.1 (0.10) 233/' (603) 63/B (162) 2.0 (0.19) 1.1 (0.10) 677/,s (1713) 3.3 (0.31) P3035--". , 7.8 (0.73) 10.2 (0:95) i AR281 12 (0.11) 261/e' (693) 63/a (162) 2.3 (0.21) 1.2 (0.11) 671/s (1713) 3.7 (0.34) P3040 `' _ 9.4 (0.87) 12.0 (1-12) 1.4 (0.13) 315& (795) 63J8- (162) 2.7 (025) 1.4 (0.13) 677/1, (1713) 4.2 (0.39) P3045--,` 10.4 (0.97) 13.2 (1.23) .AR351- - 1.6 (0.15) 363/,s (919) 63/a (162) 3.1 (029) 1.6 (0.15) 671/,,' (1713) 4.8 (0.45) •P3050- - - 12.0 (1.12) 14.9 (1.38) AR41 1.9 (0.18) 43% (1102) 63/a (152) 3.8 (0.35) 1.9 (0.18) 6711,s (1713) 5.7 (0.53) P3055 13.0 (1.21) 16.2 (1.51) '�AR451` 2.1 (0.20) 483/,fi (1224) 63/g (162) 4.2 (0.39) 2.1 (0.20) 677/u, (1713) 6.2 (0.58) -P3060 .� - _: 14.6 (1.36) 17.9 (1.66) AR51- 2.5 (0.23) 55% (1410) 6 3/B (162) 4.8 (0.45) 2.5 (023) 671/,a (1713) 7.1 (0.66) -P3530'- - 7.8 (0.73) 10.2 (0.95) AR551 2.7 (0.25) 603/,s (1529) 631, (162) 52 (0.48) 2.7 (025) 677/,s (1713) 7.7 (0.72) P3535- 9.0 (0.84) 11.6 (1.08) AR61;, 3.0 (0.28) 671/= (1715) 63/e (162) 5.9 (0.55) 3.0 (0.28) 67%, (1713) 8.5 (0.79) :P3540_. 10.8 (1.00) 13.6 (126) AR221` 0.9 (0.08) 19y; -(495) 631, (162) 3.4 (0.32) 1.7 (016) 67T/,6 (1713) 5.6 (0.52) �P3545 12.1 (1.12) 15.0 (1.39) 'AR2251',,. 1.1 (0,10) 23 3/J (603) 6% (162) 4.0 (037) 2.1 (020) 671/,8 (1713) 6.6 (0.61) P3550,'', - 13.8 (128) 17.0 (1.58) AR2281, 1.2 (0.11) 26% (683) 6 3/g (162) 4.6 (0.43) 2.4 (0.22) 67 r/,e (1T13) 7.4 (0.69) P3555 15.1 (1.40) 18.4 AR231' n 1.4 (0.13) 315/,fi (795) 6% (162) SA (0.50) 2.8 (0.26) 671/,e (1713) 8.4 (0.78) P3560 �16.8 (1.56) 20.4 (1.90) AR321 09 (0.08) 191/a (495) 6% (162) 5.1 (OA7) 26 (0.24) 671/16 (1713) 8.4 (0.78) aP4030- 91 (0.87) 12.0 (1.12) AR3251_-' 1.1 (0.10) 2331,' (603) 63/fi (162) 6.0 (0.56) 3.2 (0.29) 677/,,fi (1713) 9.9 (0.92) P4035 ' ``. 10.8 (1.00) 13.6 (1.26) ^AN 2ti _ 0.9 (0.08) _i91/I (495) 6/,a (164) 2.2 (0.20) 0.9 (0.08) 6315/s (1624) 3.4 (0.32) P4040' 13.0 (1.21) 16.0 (1.49) 'AN251: 1.1 (0.10) 233/,' (603) 6'/,6 (164) 2.6 (0.24) 1.1 (0.10) 63+s/s (1624) 4.0 (0.37) _'P4045_ - 14.5 (1.35) 17.6 (1.64) AN281� 12 (0.11) 261/8 (683) 6'/,s (164) 3.0 (0.28) 1.2 (0.11) 63 u/,fi (1624) 4.5 (0.42) P4050_--`' 16.6 (1.54) 20.0, (1.86) AN31 1.4 (0.13) 315/,6 (795) 61J,6 (164) 3.5 (0.33) 1.4 (0.13) 6313/16- (1624) 5.1 (0.47) P4055' 18.1 (1.68) 21.6 (2.01) :AN351 1.6 (0.15) 363/s (919) 6 ys (164) 4.0 (037) 1.6 (0.15) 6315/s (1624) 5.8 (0.54) P4060 - 20.2 (1.88) 24.0 (2.23) .AN41. 19 (0.18) 433/e (1102) 61/,s (164) 4.8 (0.45) 1.9 (0.18) 6315Js (1624) 6.8 (0.63) P4530 10.4 (0.97) 13.2 (1.23) AR4511' 22 (0.20) 48%,s (1224) 61/,s (164) 5.4 (0.50) 2.2 (0.20) 6315/,6' (1624) 7.5 (0.70) ".P.4535„ 12.1 (1.12) 15.0 (1.39) a�AN51-. 2.5 (0.23) 551/2 '(1410) 6'/,a (164) 6.2 (0.58) 2.5 (0.23) 6315/s (1624) 8.5 (0.79) `P4540- 14.5 (1.35) 17.6 (1.64) AN551 � 2.7 (0.25) 603/18 (1529) 61/s (164) 6.7 (0.62) 2.7 (0.25) 6335/s (1624) 9.2 (0.86) '_P4545 - - 16.1 (1.50) 19.4 (1.80) AN61. 3.0 (0.28) 671/,- (1715) 61/,s (164) 7.5 (0.70) 3.0 (0.28) 63 35/,6' (1624) 10.2 (0.95) rP4550 18.4 (1.71) 22.0 (2.04) AN221 0.9 (0.08) 1911,' (495) 61/,6 (164) 4.4 (0.41) 1.7 (0.16) 6315/,fi (1624) 6.8 (0.63) ,P4555 V.' - _ 20.1 (1.87) 23.8 (2.21) AN2251 1.1 (0.10) 23 3/' (603) 61/,s' (164) 5.2 (0.48) 2.1 (0.20) 6311&' (1624) 8.0 (0.74) P4560 22.4 (2.08) 26,4 (2.45) AN2291 1.2 (0.11) 26ys (683) 61/s (164) 6.0 (0.56) 2.4 (0.22) 6315/s (1624) 9.0 (0.84) P5030- 12.0 (1.12) 14.9. (1.38) AN231 1.4 (0.13) 315/,fi (795) 611,fi (164) 7.0 (0.65) 2.8 (0.26) 6315/,s' (1624) 10.2 (0.95) -1?5035- ", 13.8 (1.28) 17.0 (1.58) 'AN321 0.9 (0.08) 19 1/] (495) 6 y,s (164) 6.6 (0.61) 2.6 (0.24) 6315/,a (1624) 10.2 (0.95) P5040�- 16.6 (1.54) 20.0, (1.86) AN3251 - 1.1 (0.10) 233/,' (603) 61/,fi (164) 7.8 (0.73) 3.2 (0.30) 6315JI6 (1624) 12.0 (1.12) P5045 - 18.4 (1.71) 22.0 (2.04) A21°'._ 0.9 (0.08) 191/2' (495) 61/2- (165) 2.6 (024) 0.9 (0.08) 605/,6 (1532) 4.0 (0.37) P5650� : - 21.1 (1.96) 24.9, .(231) •A251 1.1 (0.10) 233/,• (603) 6y; (165) 3.2 (0.30) 1.1 (0.10) 605/,s (1532) 4.8 (0.45) i P5055� _ 23.0 (2.14) 26.9 (2.50) -A281 1.2 (0.11) 261/e (693) 61/z (165) 3.7 (0.34) 1.2 (0.11) 60 5/s (1532) 53 (0.49) P8660"„ 25.7 (2.39) 29.9 (2.78) 1A (0.13) 315/s (795) 61/i (165) 4.3 (0.40) 1.4 (0.13) 605/,e (1532) 6.0 (0.56) P5530 13.0 (1.21) 16.2 (1.51) .AM 1.6 (0.15) 363/s (919) 6-y,' (165) 4.9 (0.46) 1.6 (0.15) 605/,fi (1532) 6.8 (0.63) ''P5535 -'._; 15.1 (1.40) 18.4 (1"71) A41" 2.0 (018) 433/8 (1102) 6112 (165) 5.9 (0.55) 2.0 (0.18) 605/s (1532) 8.0 (0.74) P5540: + 18.1 (1.68) 21.6 (2.61) 2.2 (0.20) 48 3/16 (1224) 61/{ (165) 6.6 (0.61) 2.2 (0.20) 60 5/16 (1532) 8.8 (0.82) -P5545 _ _ •' 20.1 (1.87) 23.8 (2.21) A51r_, 2.5 (0.23) 551/2' (1410) 61/2' (165) 7.5 (0.70) 2.5 (0.23) 605/,6 (1532) 10.0 (0.93) 'P5550, _ 23.0 (2.14) 26.9 (2.50) +A551'�, 2.7 (0.25) 603/s (1529) 6%- (165) 8.2 (0.76) 2.7 (0.25) 605/16- (1532) 10.9 (1.01) :P6030_ 14.6 (1.36) 17.9 (1.66) `A61 7 . 3.0 (0.28) 67112 (1715) 61/z (165) 92 (0.86) 3.0 (0.28) 605/s (1532) 12.0 (1.12) 4 6035` 16.8 (1.56) 20.4 (1.90) A221 Y 0.9 (0.08) 19y2- (495) 61/2- (165) 5.2 (0.48) 1.8 (0.16) 605/,6 (1532) 8.0 (0.74) R6040, " 20.2 (1.88) 24.0 (2.23) A2251 1.1 (0.10) 23 3/;' (603) 61/2' (165) 6.4 (0.60) 2.1 (0.20) 60%,fi (1532) 9.6 (0.89) P6045 -. 22.4 (2.08) 26A (2.45) A2281 1.2 (0.11) 261hs (683) 61/2' (165) 7.4 (0.69) 2.4 (0.23) 605/s (1532) 10.6 (0.99) P6050 . - 25.7 (2.39) 29.9 (2.78) `.A231, 1.4 (0,13) 31 5/s (795) 61/2' (165) 8.6 (0.80) 2.8 (0.26) 605/,e' (1532) 12.0 (1.12) •Dimensions in parentheses are in square meters. A321' 0.9 (0.08) 191/2' (495) 61/2' (165) 7.8 (0.73) 2.6 (0.25) 605/s (1532) 12.0 (1.12) .A3251 1.1 (0.10) 233/,- (603) 611z (165) 9.6 (0.89) 3.2 (0.30) 605/16- (1532) 14.4 (1.34) AW21: 0.9 (0.08) 191/2- (495) 61/{ (165) 32 (0.30) 0.9 (0.06) 561/16 (14241 4.8 (0.45) AW251, 1.1 (0.10) 233/�- (603) 61Jz (165) 3.9 (036) 1.1 (0.10) 561/,s (1424) 5.6 (0.52) AW281: - 1.2 (0.11) 261/e (683) 61/2- (165) 4.4 (0.41) 1.2 (0.11) 561/,, (1424) 6.2 (0.58) �AW .,`- 1M4 (0.13) 315/,s (795) 61/2- (165) OA8) M1((0.13) 561/,s (1424) 7.1 (0.66) AW351 1.6 (0.15) 363/,6 (919) 61/= (165) 6.0 (0.56) 1.6 (0.15) 56 y,fi (1424) 8.0 (0.74) AW41•- 2.0 (0.18) 433/e (1102) 61/z (165) 7.2 (0.67) 2.0 (0.18) 5611,6.,(1424) 9.5 (0.88) .AW451. 2.2 (0.20) 483/,fi. (1224) 61/2 (165) 8.0 (0.74) 2.2 (0.20). 561/,fi. (1424) 10.4 (0.97) , (0.23) 551/2- (1410) 6 y, (165) .86) �0.23) 56 y,5' (1424) 11.8 (1.10) fi :- AW551' 2.7 (0.25) 603J,6 (1529) 6%- (165) 10.0 (0.93) 2.7 (0.25) .561/,fi (1424) 12.8 (1,19) AW61_-_ 3.0 (0.28) 671/2- (1715) 61/2' (165) 11.2 (1.04) 3.0 (0.28) 561/,6- (1424) 14.2 (1.32) ,.AW221 0.9 (0.08) 191/2' (495) 61/; (165) 6.4 (0.60) 1.8 (0.16) 561/s (1424) 9.6 (0.89) AW2251 - 1.1 (0.10) 233/•' (603) 61/z (165) 7.8 (0.73) 2.1 (0.20) 561/,6' (1424) 11.2 (1.04) •'Top of Subfloor to Top of Inside Sill Stop'is calculated based upon a structural header height of 6'-30 Y2 (2096). continued on next page •Dimensions in parentheses are in millimeters or square meters. 31 Andersen° TECHNICAL DATA Sound Transmission Ratings for 400 Series Windows&Patio Doors Andersen NFRC Certified Total Unit Performance For current performance information,please visit andersenwindows.com. For current performance information,please visit andersenwindows.com. i Sound Outdoor/Indoor Anderserf Product High-Performance Dual-Pane GlassType I U-Factorl SHGC' vo Transmission Transmission Without Grilles 0.29 0.31 0.54, Andersen Product Test Size Class(STC) Class(OfTC) W Simulated Divided Light Go11es 0.29 0.29 0.49 - 9 Fnelight"Grilles 0.30 0.29 0.49 Casement&Awning Windows - Full Divided Light Grilles 0.29 0.29 0.49 Casement 36"x 72" 26 22 Without Grilles - 0.25 0.31 0.52 ' W Simulated Divided Light Grilles 0.25 0.28 0.47 Awning 30"x 60" 26 21 9 s Fnelight Grilles 0.26 0.28 0.47 Casement/Awning Picture 60"x 72" 29 25 400 Series a Full Divided Light Grilles 0.26 0.28 0.47 Casement Windows Without Grilles -0.29 0.20 0.30 WoodwrlghC Double-Hung Full-Frame Windows A1y0.N-t -- W Simulated Divided Light Grilles 0.29 0.18 0.27 Double-Hung 46°x 77' 28 23 �" Fnelight Grilles 0.30 0.18 0.27 Full Divided Light Grilles 0.30 0.18 0.27 Picture 48"x 48" 28 23 I Without Grilles 0.28 0.21 0.48 Transom 40"x 46° 26 22 W,, I Simulated Divided tight Grilles 0.28 0.19 0.44 o Firelight Grilles 0.29 0.19 0.44 �E Woodwright'Double-Hung Insert Windows "' Full Divided Light Grilles 0.29 0.19 0.44 Double-Hung 20"x 60" 26 21 W Without Grilles 0.24 0.21 0.47 _ Simulated Divided_Light Grilles 0.24 0.19 0.43 Picture 53°x 78" 30 26 3 n\ _ Finelight Grilles 0 25 0.19 0.43 a Full Divided Light Grilies .26 0.19 0.43 I Transom 53"x 78" 30 261 Without Grilles 0.31 0.28 0.47Tilt-Wash Double-Hung Full-Frame Windows W Simulated Divided Light Grilles 0.31 0.25 0Finelight"Grilles 0.31 0.25 0.42 Double-Hung 46"x 78' 26 23 J Full Divided Light Grilles 0.31 0.25 0.42 Picture 68"x 77' 30 25 Without Grilles 0.27 0.27 0.46 W 9 Simulated Divided Light Grilles 0.27 0.25 0.41 Transom - - - i Fnelight Grilles 027 0.25 0.41 Tilt-Wash Double-Hung Insert Windows 40D Series - 3 Full Divided Light Grilles 0.29 0.25 0.41 Complementary j Without Grilles 0.31 0.17 0.26 Double-Hung 32'x 76" 27 24 Casement Windows ,<„ r7iimulated Divided Light Grilles 0.31 0.16 0.23 AND-N-107 "" Sin Fnelight Grilles - °0.31 0.16 0.23 Picture - - - Full Divided Light Grilles 0.32 0.16 0.23 Transom - - - I Without Grilles 0.30_ 0.18 0.42 Gilding Windows W w Simulated Divided Light Grilles 0.30 0.17 0.38 72'x 60" 26 22 0 Fnelight Gdlles 0.30 0.17 0.3B - Specialty Windows 72"x 60' 30 25 ' Full Divided Light Grilles 0.31 0.17 0.38 s _Without Grilles 0.27 0.18 0.41 Complementary specialty Windows 72'x 60° 30 25 W 3 Simulated Divided Light Grilles 0.27 0.17 0.37 Frenchwood'Gilding Patio Doors 3 h\ Fnelight Grilles 0.27 0.17 0.37 a r Full Divided Light Grilles 028 0.17 0.37 Single Stationary 50'x 80' 31 26 e I 0 1 0.53 Rso-Panel 72"x 80' 31 26 i Simulated Divided Light Grilles 0.29_ 0.28 0.48 Fnelight`Grilles 0.29 0.28 0.48 Four-Panel - - - i Full Divided Light Grilles 0.29 0.28 - 0.48 Without Grilles 0.25 0.30 0.51 Frenchwood'Hinged Inswing Patio Doors W o d Simulated Divided Ught Grilles 0.25 0.28 0.47 Single Active 36"x 80' 32 27 3= Fneiight Grilles 0.26 0.28 0.47 4 0 series i Full Divided Light Grilles 0.26 0.28 0.47 Two-Panel 72'x 80"`� 31 26 Without Grilles 0.29 0.19 0.29 n FA"3 - Three-Panel W Simulated Divided Light Grilles 0.29 0.18 0.27 Finelight Gdlles 0.30 Mill 0.27 Frenchwood'Patio Door sidelights&Transoms _ J Full Divided UghtGrilles 0.30 0.18 0.27 Sidelight 18'x 82" 32 26 I Without Grilles 0.28 0.21 0.47 W yr •j Simulated Divided Ught Grilles 0.28 0.19 0.43 Transom' 72'x 22° 29 25 J E Fnelight Grilles 0.29 0.19 0.43 Complementary Springllne&Arch Hinged Inswing Patio Doors - Full Divided Light Grilles 0.29 0.19 0.43 _ Without Grilles 0.25 0.20 0.46 Single Active 5 38'x 90" 30 25 - Win Simulated Divided Light Grilles 0.25 0.19 0.42 c� Two-Panel 75"x 90" 30 25 E= Fnelight Grilles 0.25 0.19 0.42 J�'3 Full Divided Light Grilles 0.26 0.19 0.42 Complementary Springline&Arch Hinged Outswing Patio Doors continued on next page Single-Panel 38'x90' 31 25 Two-Panel 75"x 90' 31 25 •°Low-E4'SmartSuri''"Low-E4;"'Low-E4'Sun"and HeatLock'are Andersen trademarks for"Low-E"glass. •"Sound Transmission Class(STC)'&"Outdoor/Indoor Transmission Class(OITC)'ratings are for individual 1)U-Factor defines the amount of heat loss through the total unit in BTU/hr/ft'°F.The lower the value,the dent tests and represent entire unit. less heat is lost through the entire product.Window values represent non-tempered glass.Use of tempered units based on indepen •This data is accurate February 2019.Due to ongoing product changes,updated test results or new glass can Increase U-Factor ratings.See andersenwindows.com/nfrc for specific performance values.Door industry standards,this data may change overtime. values represent tempered glass.2)Solar Heat Gain Coefficient(SHGC)defines the fraction of solar radiation •Contact your Andersen supplier far more information. admitted through the glass both directly transmitted and absorbed and subsequently released inward.The lower the value,the less heat is transmitted through the product.3)Visible Transmittance(VT)measures how much light comes through a product(glass and frame).The higher the value,from 0 to 1,the more daylight the product lets in over the product's total unit area.Visible Light Transmittance is measured over the 380 to 760 nanometer portion of the solar spectrum. •NFRC ratings are based on modeling by third-party agency as validated by an independent test lab in compliance with NFRC program and procedural requirements. -This data is accurate as of February 2019.Due to ongoing product changes,updated test results,or new industry standards or requirements,this data may change over time.Ratings are for sizes specified by NFRC for testing and certification.Ratings may vary depending on use of tempered glass,different grille options, glass with capillary breather tubes for high altitudes,etc, "Low-E4;""Low-E4'SmartSud`"and"Low-E4'Sun° 201 r FRENCHWOOD° GLIDING PATIO DOORS 4-70 HAp_8oP_ UoE-, L'L'G'' Three Patio Door Heights ; f = 14 For all four-panel gliding patio w o f o m!Z�L co 0 0 o m I r- v ao N to`+ �I doors,add 1/4 (6)t0 the �f s E� � 1 1 I! "Minimum Rough Opening" i; g I height dimension. ©FWGxx68 ©FWGxx611 ©FWGxx80 Table of Frenchwood®Gliding Patio Door Sizes Scale 1/8"(3)=1'-0"(305)—1:96 S Door Dimension 2-8 4'-111/4° 4'-111/4° 9'-9" (813) (1505) (1505) (2972) Minlmutn 2'-83/4" 5,0". 5,_0". 91-93J4" ,Rough Opening" (832) (1524) (1524) (2991) Unobstructed Glass 21 t/a" 21 t/8" 21 lit" 21 f/s" (single panel only) I 1 (537) (537) (537) (537) t Custom-size doors are available in 1/8"(3) 4 i 3 heights -► 4- 4- _+ " increments.See page 145 for custom sizes and specifications. i� S L R FWG10080-4 4• Viewed from the exterior.Arrow indicates FWG2980S FWG5080L FWG5080R direction of panel operation.Stationary(S) 3'-2" 5'-111/4" 5'-111/4" Door Dimension (965) (1810) (1810) { (3581) doors can be used as an individual unit or Mlnimum 3'2314" 6'-0" 6'-0". I 11'-93I4 "-" as a sidelight.Two-panel doors are available _Rough Opening (984) (1829) (1829) (3600) factory assembled and arrive at the jobsite Unobstructed Glass 271/8" 271/a" 271/a" 271/8" 1 ready to install. (single panel only) I (689) (689) 1 1 (689) 1 1 (689) 1 jGrille patterns shown on page 145. 3 heights FWG3�80SS FWG6080LLd FWG608ORR FWG12080 4* 4'-2 7'-111/4" 7'-111/4" 15'-91 Door Dimension (1270) (2419) — (2419) (4801) Minlmurn 4'-23/4" 8'0" 8'-0° 1643/4° .Rough:Opening- (1289) (2438) (2438) (4820) Unobstructed Glass 391/8° 391/8" 391/8" 391/8" ?'1 (single panel only) (994) (994) 1 (994) (994) 3 heights -► t ~ '► g � I t FWG4368S FWG8068L FWG8068R FWG16068-4• FWG43611S FWG80611L FWG80611R FWG160611-4' FWG4380S FWG8080L FWG8080R FWG16080-4" •"Door Dimension"always refers to outside frame to frame dimension. •"Minimum Rough Opening'dimensions may need to be Increased to allow for use of building wraps,flashing,sill panning,brackets,fasteners or other items.See pages 210.211 For more details. •Dimensions in parentheses are in millimeters. .Add'A"(6)to the"Minimum Rough Opening"height dimension for four-panel doors. " F 144 FRENCHWOOD® GLIDING PATIO DOORS Two-Panel& Four-Panel Frenchwood° Gliding Patio Door Opening and Area Specifications Stationary Frenchwood Gliding Patio Clear Opening in Full Open Position Door Area Specifications Door.' Clear Opening I Glass Vent Overall Door :Number- Area Width Height Area Area Area i Door Glass Overall Door Sq.Ft./(m2) { Inches/(mm) Inches/(mm) Sq.Ft./(m=) Sq.Ft./(m') Sq.Ft./(m2) + Number Area Area FWG5068 11.58 (1.08) 221/; (562) 75%' (1915) 18.52 (1.72) 11.59 (1.08) 32.71 (3.04) Sq.Ftj(m2) Sq-Ft./(m2) (714) 75%' (1915) (221) ®(137) 39-34 (3.11) FWG2968 9.26 (0.86) 17.67 (1.64) ,f :'FWG8069' =,_ 21.00 (1.95) 401/B (1019) 753/e (1915) 34.30 (3.19) 21.00 (1.95) 52.59 (4.89) FW63368 11.89 (111) 20.98 (1.95) FW610068�, 23.42 (2.18) 443/•° (1137) 75%' (1915) 37.04 (3.44) 23.42 (2.18) 64.59 (6.00) FWG4368 1715 (1.59) 27.60 (2.56) yk "FWG12068 - 29.70 (2.76) 562/; (1441) 753/e (1915) 47.55 (4.42) 29.70 (2.76) 77.84 (723) FWG29611 9.68 (0.90) 1831 (1.70) r FWG16068 42.27 (3.93) 803/; (2051) 753/; (1915) 68.60 (6.37) 42.27 (3.93) 104.34 (9.69) FWG33611 12.43 (1.16) 21.74 (2-02) y FWG50611 12.04 (1.12) 22 ve (562) 783/16 (1987) 19.36 (1.80) 12.04 (1.12) 33.89 (3.15) FWG43611 17.93 (1.67) 28.60 (2.66) FWG60611 15.31 (1.42) 281/,' (714) 783/,s (1987) 24.86 (2.31) 15.31 (1.42) 40.76 (3.79) FWG2980 11.60 (1.08) 21.22 (1.97) FWG80611 21.84 (2.03) 403/9 (1019) 783/tc (1987) 35.85 (3.33) 21.84 (2.03) 54.49 (5.06) FWG3380 14.90 (138) 2520 (234) A*G100611 24.36 (226) 443/; (1137) 783/rs" (1987) 38.72 (3.60) 24.36 (226) 66.93 (622) FWG4380 21.49 (2.00) 33.16 (3.08) - •'.WG120611• 30.89 (2.87) 56 3/' (1441) 78 3/15 (1987) 49.71 (4.62) 30.89 (2.87) 80.66 (7.49) •Dimensions in parentheses are in square meters FWG160611 43.95 (4.08) 803/; (2051) 783/rs (1987) 71.71 (6.66) 43.95 (4.08) 108.12 (10.04) i;•FWG5080 14.04 (1.30) 22% (562) 913/e" (2321) 23.20 (2.16) 14.04 (MO) 3929 (3.65) "TW06080, 17:85 (1.66) 28 ye (714)' 91%" (2321) 29.80 (2.77) 17.85 (1.66) 47.25 (4.39) FWG8080- 25.46 (2.37) 401/.' (1019) 913/B (2321) 42.98 (3.99) 25.46 (2.37) 63.17 (5.87) .FWG10080 28.40 (2.64) 443/; (1137) 913/B (2321) 46AO (4.31) 28.40 (2.64) 77.59 (721) FWG12686 - - 36.01 (3.35) 563/; (1441) 91% (2321) 59.60 (5.54) 36.01 (3.35) 93.51 (8.69) FWG16080 51.24 (4.76) 803/; (2051) 91% (2321) 85.96 (7.99) 5124 (4J6) 12534 (11.64) -Dimensions in parentheses are in millimeters or square meters Frenchwood®Gliding Patio Door Details Scale 11/2"(38)=V-0"(305)-1:8 Active Panel - Stationary Panel �l 57/16"(138) 57/16"(138) F 13/4"(44) 113/4"(44) ; 49/16"(116) Jamb Depth 1 ( 3)33) Jamb Meeting Stile Jamb 31/8" 31/8" 53/8"(137) (79) ; (79) 53/a"(137) Jamb I Jamb ' 3/6"(10) Unit Dimension Width [I 3/e"(10) 3/8" -� Unit Dimension Width I r, 3/e" Minimum Rough Opening Width (10) I Minimum Rough Opening Width I (10) Horizontal Section Horizontal Section Stationary Two-Panel Auxiliary Stationary Panel Active Panel _ Active Panel Stationary Panel Foot Lock � rl •4 3/•s(116)jamb depth measurement is from back side of installation flange. •Light-colored areas are parts included with door.Dark-colored •'+ areas are additional Andersen, ;;• parts required to complete door assembly Jamb Left'Hand Right Hand Jamb -Roughopenings may need to Meeting Stile Astragal Meeting Stile be Increased to allow for use of budding wraps,flashing,sill 3 IV 3 1& 4 9/16" i 4 9/16" 3 1/8" 3 1/8" 5 3/8"(137) (79) (79) (116) (116) (79) (79) 5,3/8°(137 panning,brackets,fasteners or ) other items.See installation information an pages 210-211. •Details are for illustration ?, 3/8" Unit Dimension Width . 3/8" only and are not intended to (10) represent product installation ' (10) Minimum Rough OpeninigWidth' methods A- or materials.Refer to ,D product installation guides at u andersenwindows.i;o in Horizontal Sectlon' -Dimensions in parentheses are Sri Four-Panel in millimeters. ;h a 146 :^ Andersen° Andersen'NFRC Certified Total Unit Performance(continued) For current performance information,please visit andersenwindows.com. Andersen'Product High-Performance Dual-Pane Glass Type U-Factor' SHGCz VT. Andersen Product% High-Performance Dual-Pane Glass Type U-Factor' SHGCz Vrs Without Grilles 0.27 0.33 0.58 - WithoutGdlles 0.30 0.24 0.40 W Simulated Divided Light Grilles 0.27 0.30 0.52 - Blinds-Between-die-Wass' 0.34 0.24 0.41 o Fnelight"Grilles 0.27 0.30 0.52 o Simulated Divided Light Grilles 0.30 0.21 0.34 J Full Divided Light Grilles 0.28 0.30 0.52 - _ Fnelight"Grilles 0.32 0.21 0.34 n. Without Grilles 0.22 0.32 0.56 Full Divided Light Grilles' 0.31 0.21 0.34 w Simulated Divided Light Grilles 0.22 0.29 0.50 Without Grilles 0.27 0.23 0.39 9 s j Firelight Grilles 0.22 0.29 0.50 1.19 Simulated Divided Ught Grilles 0.27 0.20 0.34 '400'Series 3 j Full Divided Light Grilles 0.25 0.29 0.50 400 Series Frenchwaod' S= Fnelight Grilles 0.27 0.20 0.34 Flexlframe=windows Without Grilles 0.27 0.20 0.31 Hinged Inswing" 3 Full Divided Light Grilles 0.29 0.20 0.34 AND-N-17 w I Simulated Divided Light Grilles 027_0.18 0.28 Patio Doors I Without Grilles 0.30 0.15- 0.22 3 ' I Fnelight Grilles 0.27 0.18 0.28 AND N-10 w Simulated Divided Light Grilles 0.30 0.13 0.19 Full Divided Ught Grilles 0.28 0.18 0.28 Fnelight Grilles 0.32 0.13 0.19 Without Grilles 0.26 0.23 0.52 Full Divided Light Grilles 0.32 0.13 0.19 w2' j Simulated Divided Light Grilles 0.26 021 0.46 _ Without Grilles 0.30 0.16 0.36 J E Finelight Grilles 0.26 0.21 0.46 W Simulated Divided Light Grilles 0.30 0.14 0.31 Full Divitla Light Grilles 0.27 0.21 0.46 - 9 r Fnelight Grilles 0.31 0.14 0.31 Without Grilles 0.22 0.22 0.51 - Full Divided Light Grilles t 0.31 0.14 0.31 Simulated Divided Light Grilles 0.22 0.20 0.45 Without Grilles 0.27 0.16 0.36 i Fnelight Gilles 0.22 0-20 0.45 w n Simulated Divided Light Grilles 10.27 0.14 0.30 `n 3F Full Divided Ught Grilles 0.24 0.20 0.45 o E s�4 Fnelight Grilles 0.27 0.14 0.30 Without Grilles 0.29 0.35 0.61 3 No Divided Light Grilles 0.29 0.14 0.30 _ Simulated Divided Light Grilles 0.29 0.32 0.55 Without Grilles 0.31 0.22 0.36 o Finelight'Grilles 0.29 0.32 0.55 "• w Simulated Divided Light Grilles 0.31 0.20 0.32 J Full Divided Ught Grilles 0.30 0.32 0.55 o Finelight7 Grilles 0.31 0.20 0.32 s 1 Without Grilles 0.24 0.35 0.60 _ J Full Divided Light Grilles 0.32 0.20 0.32. w , Simulated Divided Light Grilles 0.24 0.31 0.54 ._ 'x Without Grilles 0.27 0.22 0.36 J i ; Fnelight Grilles 0.24 0.31 0.54 _ w Simulated Divided light Grilles 0.27 0.19 0.31 400 Series Camplemerdary B Full Divided Light Grilles 0.27 0.31 0.54 5 i Fnelight Grilles 0.27 0.19 _ 0.31 Specialty Windows. Without Grilles 0.29 0.22 0.34 a Full Divided Light Grilles 0.29 0.19 0.31 400 Seder Casement,Avining• 400 Sodas Frenchwaod'' I Simulated Divided Light Grilles 0.29 0.20 0.30 Patio boar Sidelights' _ Without Grilles -,0.31 0.14 0.20 &Picture Windmvs o - w Firelight Grilles 029 0.20 0.30 .AN"-64�, Simulated Divided Light Grilles 0.31 0.13 0.18 AND-N-105 Full Divided Light Grilles 0.30 0.20 0.30 9 Fnelight Grilles 0.31 0.13 0.18 I Without Giles 0.28 0.23 0.55 - Full Divided Light Grilles 0.32 0.13 0.18 w�, Simulated Divided Light Grilles 0.28 0.21 0.49 Without Grilles 0.30 0.15 0.33 E Fnelight Grilles 0.28 0.21 0.49 w Simulated Divided Light Grilles 0.30 0.14 0.29_ n ! Full Divided Light Grilles 0.29 0.21 0.49 S E Firelight Grilles 0.31 0.14 0.29 Without Grilles 0.24 0.23 0.54 .� Full Divided Light Grilles 0.31 0.14 0.29 w in Simulated Divided Light Grilles 0.24 0.21 0.48 s Without Grilles 0.27 0.15 0.32 i? Firelight Grilles 024 0.21 0.48 - w Simulated Divided Light Grilles 0.27 0.13 0.28 3 Full Divided Light Grilles 0.27 0.21 0.48 E= Firelight Grilles 0.27 0.13 0.28 i Without Grilles 0.28 0.37 0.64 v'3 Full Divided Light Grilles 0.28 0.13 0.28 Simulated Divided Light Grilles 0.28 0.33 0.57 Without Grilles 0.29 0.24 0.39 o Fnelight'Grilles 0.28 0.33 0.57 w Simulated Divided Light Grilles 0.29 0.21_ 0.35_ Full Divided Light Gilles 0.29 0.33 M7 - J Fnelight"Grilles 0.30 0.21 0.35 Without Grilles 0.23 0.36 0.62 Full Divided Light Grilles 0.30 0.21 0.35 w 9 i Simulated Divided Light Grilles 0.23 0.33 0.56 _ - Without Grilles 0.27 0.23 0.38 o° Fnelight Grilles 0.23 0.33 0.56 w Simulated Divided Light Grilles 0.27 0.21 _0.34 T 40D Series Complementary 3 Full Divided Ught•GNIIes 0-26 0.33 0.56 .- s Fnelight Grilles 0.27 0.21 0.34 Specialty Windows Without Grilles 0.28 0.22 0.35- 3 Full Divided Light Grilles 0.28 0.21 0.34 400 series Double-Hung v 40D Series Frenchwaod'" 1 w Simulated Divided Light Grilles 0.28 020 0.32 patio DoorT_rarisoms�' Without Grilles 0.30 0.15 0.22 Windows&Pago Doom o in - w AND-N-105 Finelight Grilles 0.28 0-20 0.32 AND-N-65 Simulated Divided Light Grilles 0.30 0.13 0.19 Full Divided Ught Grilles 0.29 0.20 0.32 3"' Fnelight Grilles 0.30 0.13 0.19 Without Grilles 0.27 0.24 0.57 - Full Divided Light Grilles 0.30 0.13 0.19 Q in Simulated Divided Light Grilles 0.27 0.22 0.51 z Without Grilles 0.29 0.16 0.35 E Fnelight Grilles 0.27 0.22 0.51 w;n Simulated Divided Light Grilles - 0.29 0.14 _0.31- Full Divided Light Grilles 0.28 0.22 0.51 E _ Fnelight Grilles 0.30 0.14 _0.31 _ Without Grilles 0.23 0.24 0.56 "r Full Divided Light Grilles 0.30 0.14 0.31 W r'n S Simulated Divided Light Grilles 0.23 0.22 0.50 _ x Without Gilles 0.26 0.15 0.34 - 3 E s; Fnelight Grilles 0.23 0.22 0.50 win-g Simulated Divided Light Grilles 0.26 0.14 0.30 r m `n Full Divided Light Grilles 0.26 0.22 0.50 - J E i Flnelight Grilles 0.26 0.14 0.30 0111MIM110 0.44 3 Full Divided Light Grilles 0.28 0.14 0.30 Blinds-Between-the-Glass* 0.36 0.24 0.40 continued on next page Simulated Divided Light Grilles 0.30 0.23 0.38 .. Fnelight'Grilles 0.32 0.23 0.38 •^Low-E4'SmartSuri,""Low-E4;""Low-E4'Sun"and HeatLock"are Andersen trademarks for"Low-E"glass. Full Divided Light Grilles 0.32 0.23 0.38 1)U-Factor defines the amount of heat loss through the total unit in BTU/hr/ft'.°F.The lower the value,the Without Grilles 0.27 0.25 0.43 less heat is lostthrough the entire product.Window values represent non-tempered glass.Use of tempered w.9 Simulated Divided Light Grilles 0.27 0.22 0.37 glass can increase U-Factor ratings.See andersenwindows.com/nfre for specific performance values.Door Fnelight Grilles 0.27 0.22 0.37 values represent tempered glass.2)Solar Heat Gain Coefficient(SHGC)defines the fraction of solar radiation 3 Full Divided Light Grilles 0.29 0.22 0.37 admitted through the glass both directly transmitted and absorbed and subsequently released inward.The a a ° ors lower the value,the less heat is transmitted through the product.3)Visible Transmittance(VT)measures how vro-one Without Gilles 0.31 0.16 0.24 lower light comes through a product(glass and frame).The higher the value,from 0 t0 1,the more daylight the ANRN-6 w Simulated Divided Light Grilles 0.31 0.14 0.21 product lets in over the product's total unit area.Visible Light Transmittance is measured over the 380 to760 Finelight Grilles 0.32 0.14 0.21 nanometer portion of the solar spectrum. ' Full Divided Light Grilles 0.32 0.14 0.21 •NFRC ratings are based on modeling 6y a third-party agency as validated by an independent test lab in Without Grilles 0.30 0.18 0.39 compliance with NFRC program and procedural requirements. 0.16 0.34 *This data is accurate as of February 2019.Due to ongoing product changes,updated test results,or new Simulated Divided Light Grilles 0.30 o' Firelight Grilles 0.30 0.16 0.34 industry standards or requirements,this data may change over time.Ratings are for sizes specified by NFRC Nfor testing and certification.Ratings may vary depending on use of tempered glass,different grille options, Full Divided Light Gilles 0.31 0.16 0.34 glass with capillary breather tubes for high altitudes,etc. Without Grilles 026 0.17 0.39 *Available for select patio door sizes.Data based on blinds in full open position. Simulated Divided Light Grilles 0.26 0.15 0.33 E s Fnelight Grilles 0.26 0.15 0.33 "3 Full Divided Light Grilles 0.29 0.15 0.33 205 Legend TABLE R301.2(1) - - - CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND DESIGN SEISMIC SUBIECTTO DAMAGE FROM WINTER ICE SHIELD HOOD TO BE REMOVED SNOW DESIGN DESIGN UNDERLAYMENT HAZARDS LOAD CATEGORY TEMP. REQUIRED A, F-M-S "1 IJ r .WALLS SPEED TOPGRAPHIC SPECIAL WIND- B WEATHERING FROST TERMITE 13 YES ZONE (mph) EFFECTS WIND BORNE LINE NEW WALJ S REGION DEBRIS DEPTH SEE SE4710N " SEE 6£GT;0I3, ZONE $ - 0 7-O.. XTC-1 n �.9�s 1 4Z . F0U bD.T10tta WALLS. 30psf 130 YES YES YES SEVERE 3'-0" MODERATE I� TO HEAVY k MANUAL CRITERIA ELEVATION LATITUDE WINTER SUMMER DESIGNAETITUDE INDOOR DESIGN HEATING ,,_. _ - '.��. t n.;_a.: N�LJ f4Uf.,D4.T10tJ iti)ALLS. i HEATING COOLING CORRECTION DESIGN TEMPERATURE TEPERATURE O _ •� ' / FACTOR TEMPERATURE COOLING DIFFERENCE ........... / ---- ► COOLING WIND VELOCITY WIND VELOCITY COINCIDENT DAILY RANGE WINTER SUMMER ,4 ►_--_ , ' TEMPERATURE HEATING COOLING WET BULB 00 1. SHOWER. -"-"? . 3O" HUMIDITY HUMIDITY \ O" A,o. „1co DIFFERENCE I tit DO W WQ L -- --- ------- Cr 60"L / jywq 2. o''wox. ►��►Z"•DWsaD.ftrwa _1i ' �p��jl I 1_ _I �Z) 2�ID"NDP__ R:O,_ ]-,• I r i vu�iR :� . ( „r/ r/y" PI-40D. $1=`rWd. "x ^ �# I-._! �crG. 2 6 P.R. �c,�- 2'x6 i�.R. 2-cr IV) .T -�r I IL _ �t �C 0.4 O �-•�� COLLAR. TIES@ 4-0"o.r-, G C1 0l XTG- I WHO COLLAR TIES OCCAAZ S15TELL A 27,cb P-.P- 42b TO THE FXTCr EP_ USE L PR1;MiUM 4 T I-111MLOK SC&E1JS. iQSTALL vLu-riL.AT10" 2)-2><S` GOL.L1itL TIF-,5�&D 4'_0` o.c. to/(1)- "80tT5 TO BATH. jtj - ' • BA FFL.Es BOTH R.38 c J014 WS V4A0Vi LLE kRA�T Fncm 11.15 V FfEt2S @ FAGF1 EW D GtUE� wJ �L. REM i UM. 3 b �.aCTGr. BEDROOM 1 •Q� � . : ICiTGHF_.t.0 Diu1N4. EK7 BF�RoOM .z SIDES ( 1 • p ' .MP� . 6 GMP. BD. �V RN GLC,� 3'T;S,•+� .R.15. u A: .'. . .sUL. . . . . . Q ry ! ' V F GED tt! p£RpE DIGIT 2)- 2",c BOX T-0` LOU BLOCK-fo p f . O 4 � Nr'dPor�.1r gETiJEt:i� ► 001 , . . . . . . . . . -- _ •. . . .-. . . . GOu.ntL TIES. 5*0 e f 221 S N1.15 ►Vlet,IVILIE• ' ' 2 is 1�HER, IIHIPS013 S=QG;rTtF_ 1.12.SA kt��T FeDE� I• . ._ �` '. • 1 i SDJCO �15VL RENovt:. EATcr. ��.s. ; (�-h" I 'H H UR21 CAM L TIES TD EACH RATTER. - • f # W SD/co 3,0 • aLL cbLiuG. ; , BEr p>ru, 3 , O • , k1E 3yi '-5-5 Yi REF, • �'' - .; O GL. N D R1.1 NOTE 7 EKTG, I..1V1►J4 ICiTGHE►.t DItitIIJG. it O W L\,l TRA C.I;i L I"Gr- OVF-P- 0 I> . . . . . Mt kITC,"F-M/DiliWg7 LIVING- fzM. O (SEE SEGTIOU Be1ck o� FL,aT m y6• a_8" •_ • . 7`t 6=8" i :O 13Ri c SOL-00z COURSESE,70 RtsE . RO H P P BoT to y 0: 4' - G � _ R1aDE• s 'A EXr�r. _i y i N� P_ooH. �•�crG SEDR-c�ort 3, `u �L`,o"`�°� , uk I I 1 � I S EGT 1 O w A - ,A. . ....... .. 1 � • 4 ov- O" _ PRAVIDE VERT'IGAL 4. HOP-1Jo"T&L a FIQE BLOGK.IKIG- TV ALL 0pW1s4GGS. sE>; scr'Tioa. Ext ST I ►.I �-. ExIcSting First Floor w/ Alterations OF 2' 2N PROP 01 I I I I -r'o sEffIc' ( F_.tCTCr. 6PTIG PipETD BESL.t<EVED Q; IF ( 4. ! 6 I I 4 I l3 O W C�,ST 1RO)J Pi E- 2 0 L P-qM I ,. I ;� WHEAL IT P45ScS THeu GodcMTE•• lit I I�" I 1 ( 4 � 11.-OOR. 7U Dcrc,.'Sgr lc. 3' %2' Y. 18 L PSA&P- Bit�co�ovFn. RIEMOVE LxTGr. WIQPDW l2' o.r Epoxy NO �' 114PLL.. W D, O d- BA,sEMeWT. m 00 V `4 � M � I'D • QJ L � ri-- - - 01 I I_ r H Z%ka Q z W �, • Q Oj - Q O \ ` • UR (n 00 I I I i t E-cra. t1') I I I loop, i pAuEc. 4 O ri i I ! O I i I 114. m : Existing Basement Plan ' ' L O ��� I-;� ,;; L _ _ _ _ _ � Proposed Stoop Additions & Interior Alterations for . JA �: , - KIT-CHM A EA R V5�ED. EXT&r. 1)00F S SM oM 11; ExiSTI�iG 470 Harbor Lane L.L.C. t 1a �' S10DP po KITGHELI -,- REMOVED, OUTDOOR. SHOWER. A ED. WINWQ Wa.1• `. .ME44T ADDED. Fi2oM JAN 1 1 20?4 'BASE E'� 470 Harbor Lane. Cutchogue, N.Y. 11935 ;, t S.C.T.M. 1000-097.00-06.00-006.000 TABLE R301.2(1) Legend. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND DESIGN SEISMIC SUBIECTTO DAMAGE FROM WINTER ICE SHIELD FLOOD TO 5S REMovm SNOW DESIGN DESIGN UNDERLAYMENT HAZARDS LOAD CATEGORY TEMP. REQUIRED A Ext15T11.1G•- .WALLS SPEED TOPGRAPHIC SPECIAL WIND- B WEATHERING FROST TERMITE 13 YES ZONE h'+ (mph) EFFECTS WIND BORNE LINE W NEW 1. bL.LS REGION DEBRIS DEPTH ZONE SEE S1 rCTIoo SEE SEGTl,DIJ, 30 psf 130 YES YES YES SEVERE ' " MODERATE 7,� �„ �/ -7+ p•• �xT4. �UIJ bD-T1OA1 WALIrS• 3-0 TO HEAVY MANUAL J DESIGN CRITERIA _Q- t o ; -NEw ELEVATION LATITUDE WINTER SUMMER ALTITUDE INDOOR DESIGN HEATING Q s•"�:a.: ID UtJDQTIOtJ WALLS. HEATING COOLING CORRECTION DESIGN TEMPERATURE TEPERATURE � 1 ' FACTOR TEMPERATURE COOLING DIFFERENCE �n5ulcion uI r�l per COOLING WINDVELOCITY WINDVELOCITY COINCIDENT DAILY RANGE WINTER SUMMER I TEMPERATURE HEATING COOLING WET BULB HUMIDITY HUMIDITY .D{1. p $ i �I� �•-�„ �D 020 WS GJ�c IV 1102.2 DIFFERENCE - "3 i WG 6068L I/ 11, IIpw4- 6o�at~. 2"x 1D'NDR . w/l2� LN�Jb B f rJ (Z) -210 14DV- iv , ,. a� " „, 'fa' PuIWIS. BLTW'Q. �(T'G•. 2:'x. 6" P_az-f ' eKTG- 2•,,6,"E.R. 2:0'o.G 3 ►o �� o R.o. 3-►0 �` I Cj APPROVED AS NOTED COLLAR TIES@ ------ g WHO COLLAR TIES OCCAAZ SISTER A 7 y-6 P.R�, DATE•B.P. # 1 3 -- TO THE EXTG R.E.. USE PL pR.E.YIiIJM 4 Ti OBE LOV, 5C&E.1._IS. WSTALL VEAJT'ILATI0P _ 2 - z x " COLL&V- TILLUR�9BER CERTIF{CATION �j 1 /�(� - S @ 4-O" O.C.oc w�(2)- /z"BGLTS To FEE' BY z BATH. BAFFLF-S 907-H -313c SoNws t�1 Ovru.� tcRA FAcm IVIS0111 �1 �T>�.rzs @ F�GH EUD c-Luf� w� PL_,p�ErtruN. I'" LEAD CONTENT BEFORE ;��' EacTG• SEDRO M 1 EYCTz-, SE-DR C 1 . ` . . . 13 K H�t� os�lr aETuJE NOTIFY BUILDING DEP�FTMFN7 AT { a o .. �.xls -rl�l k'�rcHE.u1DiwINcv, ooM 2 SIDES TLIP) i2Gr`IP• so. 81<TrJNCL�.rr�s, ,�J �.Isv�ra aIL►svt.p�RpE►JQIu� 2�- z" 8'X 3,-o' L.ouG �fbc IN ovER. co�LAQ T'r�5• CERTIFICATE OF OCCUPANCY OR THE ; . . ._ . . . . _ . . . . . FOLLOWING NS EOCTIOPr JI F P S R21 HUS ,&WVil.l, iM�sb�1 sTrzctuG T1� H 2.SA s+I SD�coo r ACEn f45V rL (2)-a"w 10"HbR• Hu22IC"E: TIES 7D ISAC 4 RArTLR SOLDER USED IN 1,JATER 1. FOUNDATION-TWO REQUIRED SDJGO F 1- RE NovL EXT4• r� ,�. • r� /2^ L�I,Jp 2. ROUGH FRAMING,PLUME� FOR POURED CONCRETE �, WALL GIcil.lu4. ; ; SUPPLY SYSTEM CANNOT SD/CO 3'a L:J € BETI� Erl, EXCEED 2110 OF 1% LEA®• STRAPPING, ELECTRICAL&CAULKING 3yi 31, 3�a ?4 -$5�$„ ® ��� 3. INSULATION L. 4. FINAL-CONSTRUCTION&ELECTRICAL . . .j ` . . . . . . :` : .'.:'.'.': :."' : : : OL_ MUST BE COMPLETE FOR C 0. • • • •• ` • ' ' ' ' ' ' ' • ' '-- p LTG' PLUMBING ALL CONSTRUCTION SHALL MEET THE /^ U�J_7_ / Gr cITGHE►.1ll+ IFJG�. IREQUIREMENTS OF THE CODES OF NEW �Ro ---- (� `�d 1 h ALL PLUMBING WASTE YORK STATE. NOT RESPONSIBLE FOR GL. i�l ) {FWD Rh. N ' "' I: &WATER LINES NEED DESIGN OR CONSTRUCTION ERRORS. � / I,_9" ` WF-W ;TRAM{ GE-iLIIJGr, OVEQ SDI�o TESTING BEFORE COVERING 0 - I - . - - M 1 j k i TCN '"/1D i 0 i N Gir LI V I t4 G- P?M. ��v — ___-__�_ Ev c le 00 fL,&T TO Tu_'&DS . . . 2 �•- -- �4 _ — _ _ ____ __. .___-------_.-------•--- �*�' , b aRl'Gk SOLDER GOl3RSE.'fo WSE.pS. ELECTRICAL ``` M -INSPECTION REQUIRED RO B&TH �%b: D L 9,5 cam AC p T L i v i wc-r TZo©M . , �xrG F3EDa c�+ort 3 n- ;`-`- b o COMPLY WITH ALL CODES CO N ° W &TOW CODESS A- - - - .aY S0MNDITI®N AS REQUIRED AND I - ('�)-2x8"NDRSOUTH OLD TOVI r�.w I. CL SOUTHO T Q AWN PLANNiP3G SOA>�0 - 3 I -L. s I I S E c i ow - �. . SOUTH : TOWN TRUSTEES I . ...... .. - �z N.Y.S. utC + D14. - W OTC. . I - 44 - f p-OVIDE. VERTIGAL HOQI0- •�h►TAL �- ° IR1= gi OGKItJGr T � n ALL QI7>riJl�14S. - F—Xll STI w c1r. SEE SF..GTioIS. M _ Existing First Floor w/ A terations 4' OF �•q--" ...-. __._ . . . .o ? Fr. t. { I 1-0 5F_PTIC. ( UTG: SEPTIC, p1pE TD BE 5LF_eVED 1 IN CAST, .►RBI•► PIpE P-- 4 � v ti� '4'1 g WHERL 1T ASSES THE.u' C00C.R..ILTE-. 192 (� sT 4 4 it 4 i i •i � ! T • I , GO. TO >`)CM 5EMC, 18 L RKA&I L @ u Epoxy LYN(�•� iI-co OVER. REMove �XTGr, WIV3DOW 12' o.c �' IorILL. W D- Q) O � m �sEMe1r. 00 f'o GQ r V C) ^ Z L () Q s 0 Q C- i -I -II-- - - li- - 0 >-- II� z E s�kQ. M -� •— o ._ rr EAVIOLAIMOFTHEp LAW FOR ANY PERSON, (4 D RECTIO OSS IF A LICNG ENS DTHE Lm 00 I t ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN � ITGr ANY WAY.ANY AUTHORIZED C r-I I I �noA E ptwEI \ ALTERATION MUST BE X 1 NOTED,SEALED,AND 0 I , DESCRIBED IN ACCORDANCE — co I WITH THE LAW, Existing Basement Flan I z Proposed Stoop Additions & Interior Alterations for -----4 470 Harbor Lane L.L.C. 470 Harbor Lane, Cutchogue, N.Y. 11935 S.C.T.M. 1000-097.00-06.00-006.000 i GE�7cRAL COND!TIONS UNLESS OTHERVI15E NOTED,GENERAL F_� -PLAGE ASPHALT ROOF 5H_NGLE5 �O,ZOIEGG -AIR LEAKAGE: CONDITIONS OF THE CONTRACT FOR FIREPLACE OFEN!NG AND FLUE- S!Z-- INSTALLED AS PER SECTION R9O5.2 JOINTS,PENETRATIONS,AND ALL MINIMUM DESIGN DEAD LOADS* AS PER ASGE-1-05 COS iSTRUCTION,AIA DOCUMENT-20! TO SE AS INDICATEV ON DRAW!NG5. OF THE INTERNATIONAL RESIDENTIAL OTHER SUCH OPENINGS IN THE 4/?1 LY 1 SHALL APP . THE CONTRACTOR PROVIDE OUTSIDE COMBUSTION AIR CODE ALL SLOPED ROOF 5HINGLES BUILDINGS ENVELOPE THAT ARE COMPONENT LOAD SHALL OBTAIN CERTIFIGAiE OF WITH 6" DUCT AND DAMPER EACH SIDE SHALL BE 6,AF-GLA55-A ASPHALT SOURCES OF AIR LEAKAGE MUST BE (p5f) OGC,UPANGY.SU55T!TUTION5 SHOULD FOR A TOTAL RECOVERY CAPACITY ROOF SHINGLES DR APPROVED SEALED. G E I L ING 5 NOT BE MADE WITHOUT WRITTEN OF 150 GFM MIN. MAINTAIN MAXIMUM EQUAL. 5HIN&LE5 SHALL BE APPLIED -REGESSED LIGHTS MUST BE TYPE IC .AUTHCRIZAT!CN BY THE ARCHITECT. 20 C.FM INFILTRATION THROUGH THE OVER 15# ASPHALT FELT WITH RATED AND INSTALLED WITH NO GYPSUM BOARD(I/2-in)_-� THE PREMISES SHALL BE KEPT FLUE WHEN NOT IN USE FROVIDE GAF-WEATHER-WATCH ICE AND WATER PENETRATIONS, OR TYPE IC OR NON-1G GYPSUM BOARD(We-in.) REASONABLY CLEAN AT ALL TIMES. FIREPLACE OFENING WITH GLA55 BARRIL-'R APPLIES AT EAVES, RATED INSTALLED INSIDE AN 5U5FIc_NDED STEEL CHANNEL 5Y5TEM 2,p AT THE COMPLETION OF KCRK, THE DOORS TO CON-ORS" TO THE 2015 VALLEYS AND FLA5HING. ROOFING APPROPRIATE AIR-T!FzHT ASSEMBLY CONTRACTOR SHALL REMOVE ALL IEC. FIREBOX TO BE COMPLETELY CONTRACTOR TO PROVIDE ALL KITH G.5" CLEARANCE FROM G C V R I N 6 5, ROOF, AND W A L L C WASTE MATERIALS,TOOLS,RUBBI-H, LINED WITH FIREBRIGG. FROVIDE MIN. FLASHING NECESSARY FOR A COMBUSTIBLE MATERIALS AND 3" ASPHALT SH:•NSLES ! 2.0 ETC„GLEAN GLA55 AND LEAVE WCR!C g• FIR'EFLAGE MALL 7HiGKNFS3 WITH WAT`ERT!GHT,hEATH=RPROOF JOB. CLEARANCE FROM INSULATION GYPSUM SHEATHING,I/2-in. BROOM CLEAN UNLESS OTHERWtS_ 2.0 5PEClFIED_ THE CONTRA:S OR SHALL R NON COMBUSTIBLE FIRE STOPPING ROOFING IS TO 3E APPLIED IN STRICT , - - c= �- L PLYWOOD(per I/2-in.' ! ETV^LEEN COMBJ5'r BLE WOOD FRAME ACCORDANCE WITH THE VAPOR RETARDER: --- P I 1.6 CARRY WCRKMAN'5 COMPENSATION CONSTRUCTION. MANUFAC TURES SPECIFICATIONS. -REQJ!R=0 ON THE WARM-IN-WINTER RIGID INSULATION, U2-In. C.75 AND GENERAL LIABILITY INSURANCE. CONTRACTOR SHALL 5:)PPLY COLOR SIDE OF ALL NON-VENTED FRAMED 51NOLE-PLY SHEET WATERPROOFING MEMBRANE O.'T ALL SHALL COMPLY WITH STATE AND FOUNDATION WATERPROOFING SAMPLES OF THE SHINGLES FOR CEILINGS,KALL5,AND FLOORS. --- LOCAL CODES AND ORDINANCES. THE INSTALL TWO LAYERS OF TOWELED ON OWNER'S APPROVAL,PRIOR TO 51TUMINOU5,5MOOTH SURFACE CONTRACTOR 5HOU_D FULLY I FIBERGLASS MASTIC.(FCD. SPEC. kNSTALLAT!GN. MATERIALS IDENTIFICATION.- ��zR"RCCF;NG MEMBRANE GUARANTEE HIS WORK AND THE WORK ,S.G. 153 TYPE-I) MEMBRAN+_--, TO BE -MATERIALS AND EaU!PMrNT MUST BE FLOOR 5 AND FLOOR F ! N 1 5 H E 5 OF His SUBCONTRACTORS FORA CONTINUOJS FROM TOP OF INSUL.A710N INSTALLED IN ACCORDANCE WITH THE PERIOD OF ONE!YEAR AFTER c n -n L *- c c GERAMK OR OUARRY TILE(3/4-In.) GCMFLETION OF THE PROJECT UNLESS FOUNDATION A`aD EXTEND D i C A` ALL EXTERIOR WALL5 .AND ROOF MANFFAGTURERS INSTALLATION ON 1!2-In.MORTAR BED 16.0 OTHERWISE SPECIFIED. ALL WORK EDGE OF FOOTING. SHALL BE INSULATED KITH FOIL INSTRUCTIONS. - --^_- FACED FIBERGLASS BA T T INSULATION -MATERIALS AND EOUIPMEN 1 MUST HARDWOOD FLOORING, /./7-in. 4 p SHALL D PER FOR' 5 IN BY JOHN MANVILLE OR APPROVED IDENTIFIED 50 THAT THE COMPLIANCE --ACCORDANCE KITH WITH GOOD JJlLD!NG !RE 5LJ_G!GI1 v, LINOLEUM OR A5FHALT TILE,114-in. EOJAL, FOIL TO BE PLACED TOWARD -'AN BE DETERMINED. 1 O _ PRACTICES. THE CONTRACTOR SHALL FIRE BL OGKINO SHALL BE PRO✓ICED, WA cM SIDE. PROVIDE 11/2" R!G;D -MANUFACTURER MANUALS FOR ALL BF GORING,3I4-in INDEMNIFY .AND HOLD HARMLESS THE AS PER SECTION R502.15 OF THE --- ----- OWNER, ARCHITECT,AND THEIR RESIDENTIAL CODE OF NEW PORK FOAM INSULATION ON ALL EXTERIOR INSTALLED HEATING AND COOLING FLOORS,WOOD JOIST(rw plaster) 12-!n. 16-in. FOUNDATION WALLS FROM FOOTING EQUIPMENT AND SERVICE WATER -JOIST SIZES(M-)AGENTS AND EMPLOYEES FROM AND STATE,TO CUT OFF ALL CONGEALED O.G. O.G. TO 6"5EL OW FINISHED GRADE UNLESS HEATING L0U!FMENT MJ5T BE AGAINST ALL CLAIMS, DAMAGES, DRAPT HORIZONTAL). (BOTH VERTICAL OTHERW!SE 5PEGIFIED. CARE SHOULD PROVIDED. 2x6 LOSES AND EXPENSES, INCLUDING ,AND HORIZONTAL). TTr G a n PROVIDE FIRE OCKI\G IN BE TAKEN NOT TO DAMAGE -1N5ULATION R-VALU!-:5 AND GLAZING 2xb A,,..RN-.YS FcE�ARl..1Nv OUT OF OR BL �•�! '-- ---i----- --6-- 6 RE5ULTNG FROM THE FERFORMANG+= F r FOUNDATION WATERFRCOFING. U-FACTCRS MUST BZ Cl EARLY -- 2xi0 - ----- CONGEALED SPACES OF STU✓ K.ALLS MARKED ON THE BUILDING PLANS OR T 6 OF THE WORK PROVIDED THAT ANY AND PARTITIONS, INCLUDING FURRED SUCH CLAIM, DAMAGE,L055 OR SF,AGES AT THE CEILING AND FLOOR GLt�S WItvD0ri5_AND DOORS SPECIFICATIONS. 2xl2 b T EXPENSE (A) IS ATTRIBUTABLE TO LEVELS.GONG_.ALED HORIZONTAL 'O BE INSTALLED AS PER SECTION FRAME PARTITION 5 R30b OF THE RE5IDENTIAL CODE OF DUCT INSULATION: WOOD OR EEL STUD_, !2-in.GYP.80 L!SIDES 8.0 BODILY INJURY, SICKNESS,P15EAS_ FURRED SPACES SHALL AL50 BE FIRE N�.S. ALL CLASS 15 TO BE INSULATED -SUPPLY DUCTS IN UNCONDITIONED S- S OR CEATH OR TO INJURY TO OR BLOCKED AT INTERVALS NOT LOW-E UNLESS OTHERWISE SPECIFIED. ATTICS OR OUTSIDE THE BJILDING FRAME WALLS PESTRUCTION OF TANGIBLE FROPERTY EXCEEDING IO FEET. CLASS SUBCONTRACTOR SHALL NOT MUST BE INSULATED TO R-8. EXTERIOR 5TUD WALL5: (OTHER THAN TH_WORK !T_EL INSTALL GLA55 UNTIL PROPER -RETURN DUCTS IN UNCONDITIONED I INCLUDING THE LOSS OR USE PLUMR;NO 2x4® 16-!n.,Slb-1n.GYPSUM, CONTRACTOR SHALL INSTALL WATER CLEARANCES ARE PROVIDED. ALL ATTICS OR OUTSIDE THE BUILDING INSULATED,3;'?-n.SlDiNG- 11,0 RCS LTING THER' FROM). (B) IS SLIDING GLASS DOOR5,SKYLIGHTS MUST BE INSULATED TO R-4. GAJSED IN WHOLE OR IN PART BY ANY `- IFFY AND SANITARY SYSTEM AS I AND/OR h.NDOWS AS REQUIRED BY -SUPPLY DUCTS IN UNGONDITIONEC NEGLIGENT ACT OR OMISSION OF THE INDICATED. PROVIDE HOT AND GOLD 2x6 ® I6O, SI-In..GYPSUM, 120 JUT-OFF VALVES AT ALL FIXTURES. CODE, ED L A INSULATED SPACES MUST BE INSULATED TO R-8. INSULATED,3/b-in.SIDING GON7.RACTOR,ANY SUBCONTRACTOR, S: r - � `- t � TEMPERED GLASS. ALL GLASS DOORS -Rr=TORN DUCTS IN ti�IGGNDiTIONED ANYONE DIRECTLY CR INDIRECTLY ALL WATER PIPING TO HAVE AND WINDOWS SHALL BE INSTALLED IN SPACES(EXCEPT BASEMENTS) MUST EXTERIOR STUD KALL5 WITH BRICK VENEER EMPLOYED BY ANY CE THEM,OR GLEANOUTS AT ALL CHANGES OF STRICT ACCORDANCE WITH THE BE INSULATED TO R-2. •WE15HT5 OF MA5ONRY ING_UDE MORTAR BUT NOT PLASTER, FOR ANYONE FOR WHOS ACTS ANY OF DIRECTION AND AT BASE OF MANUFACTURES SPECIFIGATIC) ALL -INSULATION IS NOT REQUIRED ON FLA5T=R,ADD 5 tip/ft1 FOR EACH FAGS PLASTERED. VALUES THEM MAY BE LIABLE REGARDLE55 VERTICAL WA5TE5.USE 4" CAST IRON WINDOWS ARE TO B= CAULKED AND RETURN DUCTS IN BASEMENTS. GIVEN REPRESENT AVERAGES. IN SOME GA5E5 THERE 15 A OF WHETHER OR NOT IT 15 GAU5ED IN THROUGH FOUNDATION WALL PiTGHED SEALED AS PER 2015 IECC CONSIDERABLE-RANGE OF r�IGHT FOR T;-E- SAME 001,15TRUCTION. PART BY.A PARTY INDEMNIFIED MIN. I!S"PER FOOT. TRAP/WASTE REQUIREMENT5. PROVIDE FLA5HING DUCT CONSTRUCTION: HEREUNDER. ALL MATERIALS, SIZES FOR FlXTU'RE5 SHALL BE AS 2016 EGG OF NEW YCQK STAT ASSEMBLIES, AND METHOD OF FOLLOWS: , E: PANS UNDER ALL SLIDER,DOOR AND -ALL JOINTS, ,SEAMS AND - 8401. PERMANENT CERTIFICATE -SHALL BE COMPLETED BY THE CONSTRUCTION INGLL'D1NG BJ7 NOT DISH WASHER I 1!2" WINDOWS K!THIN A 6" OF AN EXTERIOR CONNECTIONS MUST BE SECURELY 8U{LDER OR REGISTERED DESIGN PROFESSIONAL AND POSTED IN SURFACE. ALL EXTERIOR DOORS ARE FASTENED WITH WELDS,GASKETS, LIMITED TO FORM-WORK, KITCHEN SINK I I/2" THE UTILITY ROOM OR OTHER APPROVED LOCATION INSIDE THE TO BE FULLY BLOCK -R-STR!PPL'D. MASTIC JLSi S (ADHESIVES),, BLOCK-WORK, FRAMING,NAILING, LAVATORY 1 1/4" BUILDING. PROVIDE ALL SCREENS AND MASTIC-PLUS-E`1BEDDED-FABRIC, O4 FLAC!NS OF CONCRETE, ETC.ARE TO SHOWER 2" HARDWARE AS REQUIRED.ALL GLASS TAPES. DUCT TAPE IS NOT BE CAREFULLY SUPERVISED BY THE TOILET 3" R402.2.4: ATTIC OR CRAW:_. SPACE 4GCE55 - SHALL BE IS TO BE FREE OF SCRATCHES AND PERMI TED. HEATHER-STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO CONTRACTOR TO BE SURE THEY AREALL. SYSTEMS TO HAVE ONE 3" MAIN IMFERFEGTIONS AND GUARANTEED BY EXCEPTION: CONTINUOUSLY HELPEDc IN ACCORDANCE WITH THE DRA%•11NGS, VENT STACK INCREASED TO 4" THE MANUFACTURER FOR A PERIOD OF AND LOCKING-TYPE LONGITUDINAL THE INSULATION ON THE SURROUNDING SURFACES. SPECIFlC.ATION5,APPLICABLE GCDES THROUGH THE ROOF. PROVIDE FROST 1\10 LESS THAN 5 YEARS. ALL %KINDDONS JOINTS AND SEAMS ON DUCTS AND GOOD FRAGTICE. DEVIATIONS PROOF HOSE-51B5 A5 INDICATED ON TO BE ANDERSEN 'UNLESS INDICATED OFERATING AT LESS THAN 2" w. R402.4, AIR LEAKAGE- BUILD!1NG T-!ERMAL ENVELOPE SHALL BE FROM THE DRAWINGS AND PLANS WITH EASILY AGGE5518LE OTHERWISE. (5nv0 PA.1 g' CONSTRUCTED TO LIMIT AIR LEAKAGE TO < 3 AIR GHANGE5 PER 5FEGIFISATiON5 WILL NOT BE DRAIN DRAIN-COCK5. THE WATER HOUR. -DUCTS SHALL BE SUPPORTED EVERY PERMITTED ION'O% WRITTEN SUPPLY AND SEWAGE DISPOSAL 10 FEET OR IN ACCORDANCE WiTH TH: R402.4.1.!: INSTALLATION- THE COMPONENTS OF THE EyJILDINC AUTHORIZATION 0= THE ARCHITECT. SYSTEM 5H.ALL COMPLY TO THE APPLICABLE O MANU AGTURER'S INSTRUCTIONS. THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH THE CONTRACTOR SHALL B= A. ABLE COUNTY DEPARTMENT .�;' PAINTING A'�D STr11NING -COOLING DUCTS WITH EXTERIOR RESPONSIBLE FOR THE SHOP HEALTH STANDARDS AND THE CRITERIA LISTED IN TABLE 402-4.1.1, WHERE REQUIRED BY DRAWINGS WHICH MAY BE NEEDED. REGULATIONS. APPROVAL OF ALL IHE FOLLOWING 15 INCLUDED FOR THE INSULATION MUST BE COVERED KITH A GONE OFFICIAL, AN APPROVED THIRM PARTY SHALL INSPECT ALL ALL DIMENSIONS AND CONDITIONS PLUMBING MUST BE OBTAIN` D FROM CONVENIENCE OF THE FAINTING VAPOR, RETARDER. COMPONENTS AND VERIFY C_l ?>'LIANGE. ARE TO BE FIELD VERIFIED. APPROPRIATE LOCAL AJTHCRITIES GONTR.AGTCPS ANC ONLY AS AN -AIR FILTERS ARE REGUIRPD IN THE CONTRACTOR TO REMOVE E PRIOR TO GONCEAL MENT. PRIOR TO REOUI TICN OF THE TYPES PAINTS RETURN AIR 5Y5 M. R402.4.1.2: TESTING - E'_UILDING OR LNELLiNG UNIT SHALL BE RELOCATE: AS REQUIRE D HVAG SYSTEM MUST PROV D ALL ORDERING,CONTRACTOR SHALL REQUIRED FOR /.AR10U5 SURFACES. IT -THE .'D' .A TESTED AND VERIFIED AS HAVING < 3 ACH50 IN CZ-4A, 5, A6A, EXISTING WORK WHICH INT_RFERG5 SUPPLY CUTS OF FIXTURES rOR 15 THE INTENT OF THESE MEANS FOR BALANCING A!R AND TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. N'TH NEW CONSTRUCTION. ONNER5 APPROVAL. IN THE EVENT SPECIFICATIONS TO PROVIDE A WATER 5Y5TEM+S. COMPLETE FINISH.ALL PAINTED THAT THE OrNN R GRANGES, THE R402.4.4: COMBUSTION CLOSETS - ROOMS CONTAINING CONTRACTOR SHALL CREDIT THE SURFACES MUST BE FULLY COVERED TEMPERATURE CONTROLS: FUEL-BJRNING AFFLIANGES REOUIRE SPECIAL CARE. SITS WORK GNNER FOR THE FULL IN A UNIFORM MANNER TO BE -EACH DWELLING UNIT HAS AT LEAST EXGEEPTION: DIRECT VENT APPLIANCES WITH BOTH INTAKE AND STAKEOUT 15 TO BE PERFORMED BY A SUBCONTRACTORS COS?FOR THE ACCEPTABLE. ONE THERM05T.AT CAPABLE OF- LICENSED EXHAUST PIPES INSTALLED CONTINUOUS TO THE OUTSIDE SURVEYOR. STAKING AND GED UNIT. INTERIOR WOOD SURFACES-APPLY TO AUTOMATICALLY ADJJSTINO THE LAYOUT ARE TO L-STABLIS CHAN H ALL LINES LISHTL Y SANDED 5U!;U_AGE5, WALL5, SPACE TEMPERATURE SET POINT OF R403.32: DUCT 5EALIN6 -DUCTS, AIR HANDLERS,AND FILTER AND BENCHMARKS. VERIFY ALL M OlVEN DOORS,FRAMES,TRIM,AND BASES, THE LARGEST ZONE. BOXES SHALL BE SEALED. DATA ON DRAWINGS. IN G.ASE HVAG OF ONE GOAT WCDD FILLER OR 5TA!N SYSTEM TO BE DE51ONED BY OTHERS. DISCREPANCY,RECEIVE AND TWO GOATS MGKLIiS':Y'S ELECTRIC SYSTEMS: CLARIFICATION FROV, ARCHITECT PROVIDE PROPER 5L•PFLY TC ALL E005HELL FINISH NON-YELLOWING -SEPARATE ELECTRIC METERS ARE- R403.3.3: DUCT TESTING - CUGTS SHALL BE PRESSURE TESTED TO ROOMS a CONFORM WITH ALL STATE DETERMINE AIR LEAKAGE. PRIOR TO FILL FOR EXCAVATE AND LOCAL CODES. POLYURETHANE. REQUIRED FOR EACH DWELLING UNIT. EXCEPTION: DUCT LEAKAGI=TEST 15 NOT REQUIRED WHERE AND BACK FILL FGR WORK INDICATED GYF5UM BOARD- MINIMUM ONE GOAT THE DUCTS AND A!R HANDLERS ARE LOCATED ENTIRELY WL.TH!N ON DRAWINGS. STOCKPILE TOPSOIL PRIMER AND TKO COATS FLAT PAINT. FIREPLACES: THE BUILDING THERMAL ENVELOPE. OBTAINED FROM STRIPPING DRIVEWAY EXTERIOR WOOD SURFACES- TWO -F!R T5 R E EFL.ACES MUST BE INSTALLED AND BUILDING SITE. STOCKPILE ALL G0A EXTERIOR GAD STAIN. WITH TIGHT FITTING NON-GOMBUSTABLE R403.3.5: BUILDING CAVITIES - SHALL NOT BE USED AS DUG-15 OR EXCAVATED MATERIAL. NEW AND RG'JO H GARPcNT4Y EXTERIOR EXPOSED METAL-MINIMUM FIREPLACES DOORS PLENUMS EXISTING BACK FILL MATERIAL AND JOISTS RAFTERS AND STUDS SHALL ONE GOAT ZINC CHROMATE AND TWD -FIREPLACES MUST BE PROVIDED TOPSOIL ARE TO BE FREE OF WEED5, BE CONSTRUCTION GRADE DOUGLAS GOATS EXTERIOR ENAMEL. KITH A SOURCE OR COMBUSTION AIR, R403.4: MECHANICAL SYSTEM PIPING INSULATION -CARRYING TREE ROOTS,ROCKS AND DEBRIS. FIR-SOUTH SELECT STRUCTURAL_ALL ALL MATERIAL SHALL BE OF BEST AS REQ:ARED BY THE FIREPLACE FLUIDS >105`F OR <55'F, INSULATE TOR 5 MIN.ALL SURPLUS MATERIAL THAT 15 WOOD SILLS AND W00D IN CONTACT QUALITY PITTSBURGH,PRA T T a CONSTRU ICTION PROVISIONS OF THE (� UN_JITABLE FOR BAGK FILL MATERIAL KITH MASONRY SNALL BE AGO. ALL LAMBERT,DUTCH BOY. GABOT5, BUILDING CODE OF NE-W YORIG STATE, R403-6: MECHANICAL VENTILATION -THE BUILDING SHALL BE �L Q SHALL BE REMOVED FROM THE SITE. EXTERIOR SHEATHING SHALL BE 1/2 MGKLU5KY5, OR APPROVED EQUAL. THE RESIDENTIAL CODE OF N_W YCRK PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF Q r- PROTECT ALL TREE5 WITHIN EIGHT COX DOUGLAS FIR PLYWOOD. CONTRACTOR 15 TO PROVIDE STATE OR THE NEW YORK CITY FEET OF THE BUILDING. PROPER SUB-FLOORS TO BE 5/4" GDX SAMPLES OF ALL PAINTS AND STAINS BUILDING GORE,AS APPLICABLE. APPROVALS MUST SEE OBTAINED PLYWOOD EXTERIOR SHEATHING TO FOR ARCHlTEGT'S AND/OR OWNERS THE MECHANICAL VENTILATION RATE SHALL BE NO GREATER W ° BEFORE i + t E G SE ,t THAN $$g O B_ ORE COVER,NG ANY EXCA✓ATLp B�. COVERED Wlll-! "IYVEK" HQU.... AFPRQV�:. SERVICE WATER:!EATING: WORK. WRAP OR APPROVED EOJAL. BLOCK VERTICAL G.GI X G'A + 1.5 X(# GF BEDROOMS + I) -PE: RISERS HEATERS KITH VERTI.A_ *CFA = CONDITIONED FLOOR AREA �� Q STUD HALLS AT i/2 5T•✓RY HEIGHTS vYPS�:M NA�_L_,�O,AR� PIP'~ RISERS MUST HAVE A HEAT TRAP GO!tiGRET� OLOGK A,\O AT ALL U'NS-UPPORTED EDGES GF INSTALLED AS PER SECTION R702.3.2. ON BOTH THE INLET AND THE OUTLET R403.1: EQUIPMENT SIZING - PER ALGA MANUEL 5, BASED ON ALL CONCRETE BLOCK IS TO HAVE PLYWOOD. PROVIDE SOLID 5LOCKINS THROUGH R'102.3.6 OF THE UNLESS THE NA?ER HEATER HAS AN "DJR-O-WALL" REINFORCING EVERY AND DIAGONAL BRACING OF FLOOR INTERNATIONAL RESIDENTIAL CODE. INT=ORAL HEAT TRAP OR 15 PART OF LOADS CALCULATED PER ALGA MA"UEL J. THIRD COURSE. FILL TOP COURSE JOISTS AT 8' O.G. MAXIMUM AND GYPSUM WALLBOARD APPLICATION A CIRCULATING SYSTEM. SOLID. MORTAR MIX TO BE ONE FART SOLID BLOCK!N6 UNDER ALL SHALL BE TAPE JOINT SYSTEM. ALL -INSULATE CIRCULATING HOT WATER INSTAL LIGHTING - A MINIMUM OF OF OF PERMANENTLY .00-5 O1 PLYWOOD. GYP5UM BOARD TO BE 1/2" ON WALLS PIPES TO THE LEVELS ON TABLE !, INSTALLED OLFIXTAOE- MUST HAVE HIGH-�FFIGANGY LAMPS. PORTLAND CEMENT,ONE PART LIME UNSUPPORTED Er' - - � � ' LOW-VOLTAGE LIGHTING EXEMPT PUTTY,AND S!.X P.ART5 SAND,OR ONE ALL GAP FLAERS TO BE DOUBLED AND 1/2" ON CEILINGS UNLESS PART MASONRY CEMENT AND THREE AND NAILED BOTTOM GAP PLATED TO OTHERK15E INDICATED. FINISH JOINTS, CIRCULATING HOT WATER 5Y5TEMS: PAR T5 SAND. END OF STUDS. LAF GAP PLATES AT J-BEADS. NAIL DIMPLES,CORNERS -INSULATE CIRCULATING HOT WATER TABLE 2: MINIMUM INSULATION THICKNESS FOR HVAG PIPES CORNERS. WHERE FLUSH FRAMING AND E-DOE5 SHALL BE TAPED AND PIPES TO THE LEVELS ON TABLE I. CoNcR -.E OCCURS,USE MIN. I66A SHEET METAL RECEIVE THREE GOATS OF JOINT THIS PRO CGT COMPLIES W1Tti TH_ 2C> O NO CONCRETE OR MASONRY WORK JOIST HANGERS BY "TEGC" OR COMPOUND. ALLOW 24 HOLR5 TQ DRY HEATING AND GOOLINO FIFING INTERNATIONAL RESIDENTIAL GORE, PIF!NG SYSTEM FLUID TEMP. INSULATION THICKNESS IN INCHES BY PIPE SIZE SHALL BE DON-7 DURINGAPPROVED EQUAL. ALL CORNERS TO BETWEEN GOATS. FINAL GOAT TO BE INSULATION: ADnFTF� BY NEW YORK 5TATE, TYPES RANGE (F) 2" RUN' - 1"AND LE55 1.25" TO 2"2.5E TO 4" TEMFER.ATURES OF 40 DEGREES F. BE MINIMUM 3/2X4 5TUD5_HEADERS SANDED SMOOTH. METAL CORNER -H`✓AG PIPING CONVEYING FLUIDS _ TABLE I: MINIMUM INSULATION THICKNESS FOR CIRCULATING HOT WATER PIPES HEATING SYSTEMS AND FALLING. NO CONCRETE SHALL SHALL BE- MINIMUM 212X(o UNLESS BEAD TO 6E USED ON ALL OUTSIDE ABOVE 105`F OR CHILLED FLUIDS PRESSURElTEMPERA7URE 50 I.Q I.5 1,5 2.0 BEL A FCED ON FROZEN 5JR-FAGE5. NO NOTED ON FL.AN5. MINIMUM B;_ARING CORNERS AND AROUND ALL BELOW 55'F MUST BE INSULATED TO INSULATION THICKNESS IN INCHES BY PIPE SIZES LOW 201-2 ADDITIVES SHALL BE ALLOWED FOR 5TUD5,J015TS AND BEAMS SHALL OPENINGS. THE LEVELS IN TABLE 2. IN ACCORDANCE KITH 201$,lECC RESIDENTIAL' HEATED WATER NON-CIRCULATING RUNOUT5 CIRCULATING MAINS AND RUNOUT5 LOW TEMPERATURE 120-200 0.5 I.O 1.0 IG NITHOUT WRITTEN PERMISSION OF THE BE 3 V2".USE DOUBLE JACK 5 JDS ENERGY EFFICIENCY CODE, THE PRO?EGT TEMPERATURE (F) UP TO i" UP TO 125E 1.5E TO 2.0E G'✓ER 2" STEAM CONDENSATE ARCHITECT ALL CONCRETE IS TO 5E FOR HEADERS OVER FIVE FEET IN I^LEGTRI426� COMPLIANCE METHOD CHOSEN IS TOTAL 110-180 0.5 Lo 1.5 2.0 (FEED WATER) ANY I.Q 1.0 I.5 2.0 MIN. 5,500 P.S.I. AT 2E5 DAYS a 4,000 LENGTH. ALL HORK SHALL COMPLY WITH THE NOTES, UA-ALTERNATIVE AND A RESGHE:K HAS BEEN Ie}C-I60 0.5 0.5 I^. (,5 Ci-OLINU SYSTEMS 5L FOR GARAGE SLAB. PROVIDE ALL NATIONAL ELECTRICAL GORE AND ALL I.OBTAIN ALL PERMITS PRIOR TO SUBMITTED W!TH THE5E RAWIN6,5. (00-130 0.5 G O,5 !,D CHILLED WATER, REFRIGERANT 20;-250 i.0 1.5 !.5 2.0 GLEE`✓ES AND FG:NDAT!ON VENTS AS STATE,LOCAL,AND UTILITY COMPANY THE START OF WORK. REQUIRED 5Y NY5 GCDE. UNLESS CODES AND REGULATIONS. ALL rAND BRINE !20-200 D,5 LO 1.0 1.5 INDICATED, ALL FOUNDATION CIRCUITS SHALL BE MINIMUM 15 AMP, 2. ALL BEDROOM TO BE FROVIDED TO THE B_ST OF MY KNOWLEDGE,BELIEF AND FOOTINGS ARE TO SE A MIN. 8" DEEP POWER WIRING SHALL BE MINIMUM 14 WITH ROD 4 SHELF,ALL LINEN PROF:SSIONAL JUDGEMENT, THESE PLANS NOTE: PROJECTING 6" ON EACH SIDE OF THE AWG. CONVENIENCE OUTLETS SHALL CLOSETS TO BE PROVIDED WITH 5 AND/OR SPECIFICATIONS ARE IN COMPLIANCE FOUNDATIONS CHAPTER 4 DE51ON - - - - ---- FOUNDATION WALL. PROVIDE TNC #4 BE LOCATED 12" ABOVE FINISHED ROES OF SHELVES. w/THE ZO10!EGG, B.A5ED UPON PRESUMPTIVE LOAD DEFORMED BARS CONTiNUGUS IN THE FLOOR UNLESS OTHERI A-15E INDICATED. BEARINO VALUES OF 5ANDY GRAVEL FOOTING. ALL 4" T'HIGK CONCRETE ALL SWITCHED TO BE LOCATED 56"; 3. DOOR TRIM AND BASE MOLDING AND/OR GRAVEL AT 2000 L65 MR SLABS TO HAVE 6X6 10/10 WELDED ABOVE THE FINISHED FLOOR UNLESS TO MATCH EXISTING SOUACE FOOT. CONTRAr_TOR TO WIRL- REiNFORG!NG.ANCHOR BOLTS IN OTHERWISE INDICATED. SUPPLY CONSULT ENGINEER IF DIFFERENT SOIL CONCRETE SHALL BE HOOKED 5/&" X NOTE: ALL NON-ENGINEERED LUMBER RECOMMENDED LAMPS IN ALL 4. ALL BATHROOM FIXTURES AND THIS , RO_1E-_C'T COMPLIES WITH TH.F INTERNATIONAL MATERIALS ARE BOUND UPON 12" AT MAX. 3' C.G. PROVIDE 61TLMEN TO BE DOUGLAS- FIR#2 OR BETTER FIXTURES. FAUCETS TO BE SUPPLIED BY OWNER MECHANICAL CODE,CHAPTER 12 7HR000H 24, EXCAVATION OR TEST HOLE, FOR EXPANSION JOINTS BETWEEN SLABS AND INSTALLED BY CONTRACTOR THE INTERNATIONAL PLUM51NO GOJF,CHAPTER ALTERNATIVE FOOTING AND AND FOUNDATION KALLS. 25 THROU'GH 32, THE INTERNATIONAL ELEGTRIG FOUNDATION WALL DESIGN 5. FINISHES TO Sr- SUFFLIED CODE, GH.AFTER 33 THROUGH 42. BY OWNER T^15LE R602 0) TABLE R602-5(I) FASTENING SCHEDULE FASTENING 5GHEDULE CONTINUED TABLE R602�(5) 517E, HEIGHT AND 5PAGIN6 OF HOOD STUDS ' !•R,'i•^B=R ANv T. , PY/MHER AND TYPE SFAGINE OF FASTE!CQS ---- ITC CESGR PT!ONi OF BULD:W-ELEMENTS OF FASTENER pc SPAGitY AND LOCATION ITE GEX.R!PT,ON or BU!LDINS ELEMENTS CF FA5'ENER apF F �' �, n , S iNTERN".F371ATE B_ARlN;>N.A L5 N..N-3EAR,NG•WAG[__ R'JCf" CEP Sh SUPPORTS IA (INCHES) 4-50 BOX(2 "X0.113")OR. WOOD 5TR 1..TURAL PANELS,St9FLOOK ROOF AND INTERIOR WALL 5HL-ATRN&TO FRAMING AND PARTICLE BOARD WALL MAXIMUM SPACING MAXIMUM SPACING WHEN MAXIMUM SPACING WHEN MAXIM:IM 5PAGING WHEN LATERALLY LATERALLY BLOCKING BET•WEL-Y CEILING JOISTS OR RAFTERS 3-ad COMMON(2)2"XO.131');OR TOE Np,!L SHEATHING 70 FRAM�N6(SEE TABLE R602,9(3)FOR HOOD 5'RrGTLRAL PANEJ..EXTERIOR v1At-L 5!-+[ATHING TG WA=FRAMING] LATERALLY HHEN SUPPORTING A SUPPORTING ONE FLOOR, SUPPORTING TWO FLOoR5, TO TO-P_ATL- 3-!Od BOX(2;'`X0.f2b');OR STUD SIZE SUPPORTING TWO UNSUPPORTED UNSUPPORTED 3-3'XO 0!'!eA!L5 6d COMMON iz;XO n3')NAIL(y✓BFLOOK NALL) 2f I � UNSUPPORTED STUD ROOF-CEILING ASSEMDI Y PLUS A ROOF-CEILING PLUS A ROOF-CEILING �. 3o sie^-lY ad COMMON(2,6'.XO.151")NAIL N-00F) b I- {,N.HES) HEIGHT (FEET) OR A HABITABLE ATTIC ASSEMBLY OR A HA3ITABLE.ASSEM,BLY OR A HABITABLE 5Uf'PE-15HT ONE FLOOR STUD HEIGHT STUD HEIGHT ASSEMBLY,ONLY(INCPiE5,) ATTIC ASSEMBLY(INCHES) ATTIC A55EMBLY;INCHES) HEIGHT°{INCHES,! e(FEL-Ti a(FEET) 4-bd BOX,2}^X0.f13')OR g1 ! ,�"_!• bd COMMON NAIL(2, `XG,131`1 b 12F CEILING JG•15T5 70 TOP PLATE 3-Io COMMON(2 o.125),O OR E'ER,JOIST,TOENAIL 3-3'XO.i3Y NAGS IOd COMMON 05'XG.146')NAIL;OR Bd(2 Yi'\0.131`)CrFOR!"E">NAIL 6 !� CEILING J015T NOT ATTACHED TO PARALLEL RAFTER, 4-I0d BOX,!5 XOJI3')OR OTHER WALL 5HEATHIN6 LAPS OVER PnART7?IONS(see ScctI-s R9025,1,RW232 3!&a COMM�04(3Yi XC.1b2'):OR FACE NAIL I Y2"STRUXrWAL CELLULOSIC FIBERBOARD VIAME'T R,OR 1"GROM STAPLE 16 o., 3 6 dnd Tobie Re02 5.1(a)! 4-3"XO.I:Ji'NALS 33 9 SHEATHING 1 Y"LONG 5A_JAN'Z- .INAIL, CEILING J015T ATTACHED TO PARALLEL RAFTER 34 a5Y STRUCTURAL CE"LULOSir FIBERBOARD DIAMETER,OR 1"GROWN STAPLE Ib ga., 3 6 4 (HEEL JOINT), TA&E Ra02 5.1(a) S�EATHIN6 [sca Sctof R9023.t,R0232 and Tob]c RB025.1(9)] FACE NAIL d I Y''LOAGV AZED ROOFINIG NAIL;STAPLE ? T 35 )4'GY PSUM SHEATHIN-, TYLE WHIZ,1)y`LON S,1 4^SCREWS,OR S 2X4 10 24� ibc __ 24 10 !6 4-I06 BOX(3'X0.12D%OR COLLAR TIE TO RAFTER,FACE NAIL OR I)i"X logo. 3-IOd COMMON!3 5"XO.t48't;OR d 1%'6ALVANIZE"D ROOF!N6 NAIL;STAPLE 2X6 tO 24 24 16 24 20 24 5 RIDGE STRAP TO RAFT-Eft 4-3'XO-131"ItiA!L5 FACE NAIL EAC14 RAFTER 36 3a"6Y75 M SHEATHING GALVANIZED,I%-eOREWS,T."PE W OR 5 -1 T WOOC 5TRUSTRIAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING FOR Sl: I INCH = 25.4 mm, I FOOT = 304.9,rcm 3 6d BOX NA!1-5(3}•X0.195')OR 2 TOE NAILS ON ONE SIDE '3-1 s,^ bd DEFoRM©(2`XO.12O`)NAIL;OR 6 12 a.LISTED HEIGHT ARE DISTANCES BETW`_-EN POINTS LATERAL SUPPORT PLACED PERPENDICULAR TO THE PLANE OF THE WAI BEARING WALLS SHALL LE SHEATHED ON NOT LESS THAN ONE AND I TOE NAIL ON OPPOSITE •4 AND LESS bd COMMON(2.✓Z°X0.131')NAL t- 1 F F F M I INCREASES y E' 3-!Oa GOMNON NAILS(3'X0.146");OR SIDE OR BRIDSING SHALL B_ INSTALLED N07 GREATER THAN 4 FEET APART ME.ASJF�D VERTICALLY FROM ETHER EN>•.'OF THE STUD.tN,.,R-,AS-S IN UNSUPPORTED HL-iGhfT AR.PERMITTED 6 RAF TER OR ROOF TR135 TO PLATE SIDE OF EACH RAFTER GR 4-10d BOX ,!29`);OR WHER'c 1N COMPLIANCE WITH EXCEPTION 2 OF SECTION R602.3.1 OR DES!GNEP IN AGGCRDANGE WITH ACCEPTED ENGiNEERtNG PRACTICE. 4-3'7L0.131'NAILS TRUSS ad COMMON{2"XO.13I°)NAIL;OR � sb Y.,-I• ad DEFORMED(2 VXO:20")NAIL 6 b.5HALL NOT BE USED IN EXTERIOR WALLS 4-160 C}"XO.!35')OR IOd GOFORM (3'X0."XC 1 NAIL;OR G,A HABITABLE ATTIC ASSEMBLY SUPPORTED BY 2.X4 57LC5 15 Lt";1 cD TO A ROOF SFAN OF 32 FEET.i`IHERE THE ROOF SPAN EXCEEDS 52 FEET,THE WALL STUDS SHALL .ESE INCREASED TO 3-!od COMMON;(s"Xo148•);OR TOE NAIL 39 1Ye'-!Y4' ad DEFORMED(2)4"XC 120')NAIL b 12 2X6 OR THE STUDS SHALL BE DESIGNED IN AGGORDANGE WITH ACCEPTED ENGINEERING f'RAGTICE. 4-lod BOX(3"XO,126`);OR I ksi+bBaS MPo 4-3`X0.191"NA LS FOR 51:1 Inch-254 mm,1 Foots 504b mr•,I MI_E PER HOJR s 0.447 WI; � R;7'J:'-RAPTE¢S TO RIDGE,VALLEY OR HIP RAFTERS OR R,_RAFTER Ta MiN!M M r RIDS BEAM TABLE R602.10 A'- BRACING METHODS 3-16d BOX{3}'X0.135"1 OR m NAILS ARE SMOOTH-COMMON,BOX OR DEf-'ORMED SHANKS EXCEPT WHERE OTHERWISE STATED.NAILS uEIED FOR FRAMING AND 5HEATHINv _ _ 2-I6d COMMON(3}='XO.I62`);OR TOE NAIL CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD 5TRIENSTH5 AS 5HOYi;00 K51 FOR SHANK DIAMETER OF O.!92 INCH(20d CONNECTION CRITERIA 3-IOd BOX(3"xO.i2e');OR COMMON NAIL),a0 KS(FOR SHANK OW-TTER5 LARGER THAN O 142 INCH BUT NOT LARGER THAN O.M INCH,AND)Co!t?FOR SHANK METHODS.MATERIAL MIN'MUM THICKE-55 FIG-URE 3-3•XO.13;"NAILS FASTENERS 5F'-AGING O;.AMETERS OF O.S42 1YCFi OR LESS. WALL b.5TAPLE5 ARE 16 GAGE WIRE AND PAVE A M.ih"Al 7/16-INCH ON DIAMETER GROWN W,Di'H. *d COMMON(3)5"X0,162') 24"O.G.FACE NAIL c.NAILS SN(ALL BE SPACED AT NOT MORE THAN 6 ING'HES ON CENTER AT ALL SU?'ORTS WHERE SPAN5 ARE:46 RYHES OR GREATER. -EXTERIOR SHEATHII!,S PER d.FOUR-FOOT BY e-FOOT OR 4-FOOT BY 9-FOOT PANELS SHALL BE APPLIED VERTir-ALLY. b'ED&E5 12"FIELD e STUD TO Stun;NOT AT BRACED KA LL PANELS) c.SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE 5HALL BE 13A5ED ON TAB:E R6,02 3 i21. TABLE R602 3 M) NAIL 5 16"D.C.PAGE NAIL P.WHERE THE TALL FI TE DES;SH WIND SPEED L-i30 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO C5-WSS 3i611 SABLE END WALL FRAMING SPAi1.BE SPACED b INCHES ON CENTER.4•IFIERE THE ULTIMATE DESIGN KIND SPEED i5 GREATER THAN 130 MPH, GONTINUOVSi.Y SHEATHED NAILS FOR ATTACHING PANEL RCOr SMIATHIN6 TO INTERMEDIATE SUPPORTS SHALL BE BE SPACED 6 INCHES ON GENT'-'-.FOR M:N,NBM 49 INCH WOOD STRUCTURAL PANEL INTERIOR 51111ATHIN&PER Ibd BOX(361XO.!95");OR VARIES BY FASTENER S NL'TO 57.0 AND ABi;^ING 5'UD=AT INTEtRrEGTING WALL 12'O.G.FACE NAIL D15TANGE FROM RDGES,EAVES ANP GABLE END KALL5;AND 4 INCHES ON CENTER TO&ABLE END KA L FRAMINS. - TAB_E R6023{I)or R6025(2) 3"X0.13!'NAILS t11 9 CORNERS(AT BRACED WALL PANEL51 g.GYPSUM 5}-E.ATHitiG SHE CONFORM TO ASTM G IS96 AND 51-;ALL BE INSTALLED IN ACCORDANCE WITH 6A 253.FIBERBOARD 5HEATN!NI6 � - - i6d COMMON{3,Uy'XC.162"1 !b"G.G.rZE NAIL SHALL CONFORM TO ASTM C 2015. h.5PACIN6 OF FASTENERS ON FLOOR SHEATHING EDGES APPLIES TO PANEL W&E5 SUPP,RTED BY FRAMIN6 MEh>BERS AND REauIRED L 160 COMMON 113)5`XO.ib2") 16"O.G.EACH EOEf FACE NAIL BLOGKIN5 AND AT FLOOR PERINNERS ONLY.5PAGING of FA5TEWRS ON ROOF SHEATHING PANEL ED6E5 APPLIES TO PANEL E*J6E5 w SUPPORTED BY FRAMING MEMBERS AND R50U!REO BLOCKING.BLOCKIN&OF ROOF OR FLOOR SHEATHN&PANEL EDGES I ERFrND!GULAR TO be IO Bc:ILT-LP HEADER(2`TO 2"HEADER,WITH Yi'SPACER.! Ibd BOX(3.�i"XO.135") 12"O.G.EACH B76E FACE INA'L THE J'RAMLNG MEMBER ED VI S N NOT BE PRODED E�EPT AS RE0.,'!RED BY OTHER PROVISIONS OF THIS CODE.FLOOR PERIMETER SMALL BE Z C5-& 40NTINFY7UTX.Y SHEATHED Sc METHOD G54.6P SEE METHOD GS-hE.P 51.YPORTED BY FRA:It"6 MEMEERS OR SOLID BLOCK.N6. WOOD STRUCTURAL PANT-L 3a11 5-a +- ,d BOX(2 J4"XO.!!3`J;OR 1;1 A BY IS FASTENED TO AN ADJACENT PARALLEL G£ILINS JO:ST IN AGGORDANCE WITH THIS SCHEDULE.PROVIDE TWO TOE NAILS Z ADJACENT TO GARAGE if CONTINUOUS FN._ADER TO ST.v 4-5d COMMON(2 b"X0,13t');OR TOE NAIL ON ONE SIDE OF THE RAFTER AND TOE NA!L5 FROM THE CEILING JOIST TO TOP PLATE IN ACCCMROANGE WITH THIS SCHEDULE.THE Tot NAIL ON = OPENI•iCf 4-10d BOX(3'XOJ2S" THE OPPOSITE SIDE OF THE RATER SHALL NOT BE FZaORED. Q IIJ Ibd COMMON 13 Ya`X0.162") Ib"O.C.FACE NAIL T 12 TOP PATE TO TOP PLATE !od BOX(3••xo129");OR TABLE R802.11 RAFTER OR TRU55 UPLIFT CONNECTION FORGES `f' 3"X0.131')NAILS 12'D.C.FACE NAIL �, 1 t7 tj ja&,{�efTi- In GS-pP FROM 1 W.ND (ASD) (1 OUND5 PER CONNECTION) i SEE SECTION Rb02.lO b.4 SEcrcN RbG2.ios.a C-Ibd GOON(N'M3 OR CONTINUOUSLY SHEATHED �6u EXPOSURE B z PORTAL FRAME DOUBLE TOP PLATE SPLICE FOR SDC's A-D WITH SEISMIC 12-16d BOX(3 J7':xGJ35');OR BRACED WALL LINE 5PALIN61 25' 2 12-IOd BOX XO!29"),OR PAGE NAIL MI EACH SIDE of ULTIMATE DE51GN WIND SPEED Wit(mph) � Q 12-3'X0.131"NAILS END JO!hT(M1A:NfiM 24'LAP SPLICE L_("N&TH EACH SIDE OF RAFTER OR ROGF SPAN 130 mph i40 mph U I),larg X 012 dlo- 15 END.POINT) TR.)55 51`AGING (FEET) (for K'P lc.k srtotnmg; DOL73LE TOP PLATE SP-%! E SVC'S D.D,OR D;ANO t2_I6a(3 Ys"xGJ=S") ROOF PITCH ROOF PITCH e i2 or 2513211 for I%'!Ong X 0.12 d/a. G5-5FB a 3"ED6E5 6"FIELD I q: CONTNJOUr:JY SHEATHED maximum 16�� i�onizcd roct:ra rails or �nvnon BRACED WALL LFNE 5PAGING)25' (for hz"thick sheatif ed- STRJG'.TA2A:.FIBERBOARD Stud SpaGinco (2)4'long X O.I31'Cilia)hd!s Ibd COMMON(3 Y`X0162") Ib`oL.FACE NAIL 12 -IIIB7i 122 Il�� BOTTOM PLATE-TO JOINT,RIM.JOIST,BAND JOIST OR 15 122 112 157 i46 - 14 BLOCKING(NOT AT BRACED WALL PANELS) Ibd 50X f3 Yi".(0,155");CR !2"C.G.FACE NAIL 24 149 15-1 192 i-la NAILS 1b7 0 Ib 2000.0115, FOR S,:, I INCH = 25.4 mm, I FOOT = 304.bmm, I degree = Fad,i pound per square foot=4T.8 N/m',( mile per hour 0-447 m/=. 3-16d Box(34"X0.1351);OR 3 EACH 16'O.C.FACE NAL 32 ib5 1'}0 240 222 a.Adhesive attachment of wall sheathing Tr!cluding Method GB,shall not be,permitted !n 5eism,iL DeSlcn Cotegones C,Da,Rand D„ BOTTOM PLA=TO JOINT,RIM,JO!5T,BAND JO!5T OR 2-;bd GOMMOtY(3)YX0.162");OR 2 EACH Ib"O.C.FADE NAIL 6 20 156 264 244 15 b.Applies to panels next to garage door open!na.:here support!rg gable end Wall Or roof load Onl4.Shall only be used on one wall 3L.00IUN6(AT B"-cALED WALL PANELS) 4?"X0.131'N::.I_5 4 EACH t6"OL.FACE NAIL 42 230 211 300 2-I8 48 5 256 56 3i1 of the garage. in Seismic Des!On Categorle5 Do,Di,and D2 reof covering dead load shalt not excced 3 psf. a-ea Box(,2a"xO.n3'i;OR 12 126 ill i62 150 c.Garage Openings adacent to a Metnod CS-0 panel shall be provided W!th a header in acccrdance With Table R602-5 11).A full 5-16d Box ON(2o.135°):OR 1 !b 14G 209 94 helght clear opening shall not be permitted to o Method C5-G pane!. 4-10 G BOX t3 (2!1!6"O.YI');OR TOE EMAIL a-Icd Box(3'+co.12a"1;OR 24 i9b !82 255 23 i d.Method GS-51`5 does not apply in Seismic Design Categories DO,DI,D2, It TOP OR BOTTOM PLATE TO STUD 4-3^X 0-151 NAILS 2a 222 205 28 7 266 e-Method applies to detached one and two-family dwellings In Seismic Des!gn Cateaor!es P'throvgh D2only. I6" 2q5 3-Ibd SOX 0 3: VX. R O.C. 2 246 22b 31cl O(3 2-16d COMMON{3 ti'XOfb2");OR ENV NAIL 36 270 247 ..51 25 3-IOd BOX(?'X012b");OR 306 2bi UNI 370 s-3'xo.Ist NAILS 4P 343 314 1 44'1 1 414 3-IOd Box(5'X0 128');OR ExPO5URr-G TABLE R507.2 IT 1 TOP PLATES,LAPS AT CORNERS AND!N'T I:T10N5 2-lbe GCMI---13 x"X0.16x);OR, FACE Nn!L DECK LEDGE=R CONNECTION TO BAND JC!STa), g-3 XO.131 NAILS ULTIMATE DESIGN WIND 5'�CD Wit{m i (DECK LiV= LOAD=40 PST, DEG?C DEAD LOAD=iO PST, SNOW LOAD < 40 1 5F 3-bo Box(2}'xOr3`);OR RAFTER OR ROOF SPAY 1--0 mph 140 mph 0 2-&d COMMON(2 J2'XO.131");OR TRUSS I' (FEET] ROOF PITCH ROOF PITCH CONNECTION DETAILS i`BRACE TO EACH SrV AND PLATE 2-!Od Box M X0.126•);OR FACE NAIL J015T 5PAT1 2 STAPLES! 4` 6'AND LESS 6'I'TO e' b'I"TO 10' 1 10'I To 12' 1 121 TO J4' 14",`TO{6' !6'1 TO le' a SOx Z x0.11.. OR <5;12 >_5:12 <5:12 >5:12 ON-CENTER SPAGPI.S OF FASTENERS //���•' 2-ed COMMON(2)4'X0.13t'):OR 12 16! 151 198 iB6 !NCH DIAMETER LAO 5GREH a,d 30 23 IB M 13 11 IC '� ♦ V� 1. 19 I'X 6"SHG^H!hG TC EACH e-EARINo 2-lod BOX(3'XO.1^<6`);CP. FATE NAIL 8 20 195 257 242 WITH}INGN MAXIMUM SHEATHING 2 STAFLES,I"GROWN,I69a J% LOBS }INCH DIAMETER(50L WITH}INCH 56 36 54 2q 24 21 1-1y1 24 256 239 51-7 21,le MAXIMUM SHEATHING d "- V 3-9d BOX(2:XG.I0").OR 2b 2b9 -'69 3543 335 3_ad COMMON(2)i"XO.t3l'j;OR 12"O.G. 52 3 1 299 598 ')3 }INCH DIAMETER BOLeT WITH I-!NCH g6 36 29 24 2i !H 16 %C I<3-(Od BOX(3'XO.12e`);OR MAxiMLN 5HEATHIN6 y 5 STAPLES,I"CROWN,I6ga J?i'LONG 36 353 329 438 41 i FOR 51,1!rah=25.4 M.I Pool;•304.b rm,I parer per square foot a OC47a UPC 2 o 20 I'X e'AMP WIDER SHEATHING TO EACH BEARING 42 402 3"15 49q 46b a.Ledges shall t»t:oshed In accordance.:.th Section RIO3A to prevent water From cortroct'ng 0r6 hw56 ba+I Jost, J W IL WIDER THAN P x V FACE KAI- .T J 4a 450 420 560 524 12 Snow food sFail riot to os-1 .d to act concurrently with 11v6 food. 4-ed COX(2}')c0113'J;^vR 12 214 20i 263 24, C.The tip of the log screw shalt f,,:IIl extena beyond tho Inside foce of th6 band Joist. y f 3-bd COWO'N(2 6,x0.13i');OR 5 3 ,? d.Shcath!rg sh li toe wood struct-'p.ml or solid sawn lufrbcr �� y 3-I0d BOX(3'X0.129");OR 18 J77 2 9 42 -22 e.5reathma shal!be perm:ttod to be wood s'rucG.ral Pancl,9!0 s board,floerpoard. "+rber a•foam shtatnmg. Q, a STAPLES,rcaow v,16 a..l s LcrG 24 40 3!Pi 42. 396 tc 112-Inch thKkne»of stacked woahers aho!I be permltt6d a sut»ttutc for w to V2-hch of ailowoble FLOOR 16"O.G. 2 3b4 O5b 416 446 sheathing thicW+ ss where aomblrad with wood pan61 or lwkw shaothIng. 42T 29 ad Box 12}"(2 32 39 496 );OR 21 JOIST TO SILL,TOP PLATE OR 61RDL•R 3- COMMON!2 Ys".XO-131');OR 36 469 43E 5b3 5411 3-loIOd BOX(3"t0.'29"),OR TOE NAIL 42 535 499 664 622 3-3"XG-!5r NAILS 4b 5- 559 l45 b97 TABLE R507.2.1 LALLOWABLE DE�E:CTiO'QF 5TRUCP- AL MEMBER5"_AAA PAR ba COMMON (2 ';X0.113') 4°O.G.TOE NAIL PLA--EMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS TA LE R3,i_-t of THE- 2G15 tN R-!A TIONr�t S L A GGDE ._, RIM I-E(R,BAND JOIST O BALSO)�TO SILL OR TOP 10 coMMOH O.J4•Xc.:s.');GR FOR 51: 1 INCH= 25.4 mm,i FOOT = 304,bmm, I MILE PER HOUR= 0.44", m/s, NwATE(ROOF APFLiGAT!Ot+S ALSO) lOd BOX(3'XO.t28'};OR 6'GL,TOE NA!_ 3"XOI?I'NAILS i POUND =0.454kg,I POUND PER 5OU.ARE FOOT = 47.9 K/m',(plf t4.6 N/m MINIMUM END AND EDGE DISTANCES AND 5PAGING BETWEEN ROWS r- ALLOWABLE d x, xo 1 STRUGPJRAL MEMBER DEFLECTION 2-ed COMMON(2 yxo.orl:OR o.THE UPLIFT CONN-GTION FORGES ARE BASED ON A MAXIMUM 53 FOOT MEAN ROOF TOP EDGE BOTTOM EDGE ENDS ROW 5PAGING 23 1`X 6"SUBFLOOR OR LE55 TO EACH-JO15T 3-rod BOX(3'XO12G');OR FACE NAIL HEIGHT AND WIND EXPOSURE CATEGORY S CR C.FOR EXPOSURE D,THE UPLIFT 4RAFTERS HAVING SLOPES GREATER THAN 3/12 VIbO 2 5TAPLES,I"GROWN,16ga)s/4'LONG O , I_ r_ c F LED6ERa 2 INGHE5d 5/4 INCH 2 INCHES,, 1 % !NGHESb WITH NO FINISHED CEILING ATTACHED TO G,.tiN-GT!ON FORGE SHALL BE S_L[GTED FROM THE EXPO.�URE G PORTION 0, THE 3 Ibd BOX(9)4'xo.;Ew);OR TABLE USiNO THE NEXT HIGHEST TABULATED ULTIMATE DE5i6N WIND SPEED.THE '+ 2'st18FLooR TO JOIST OR 51RDFJR 2-16d;CMMLN(3 J4"Xo.!62"} OUR:'AN--PAL`NAIL ADJUSTMENT GCEFFiGIENT5 IN TABLE R301.2(3)SHALL NOT BE USED TO MULTIPLY THE BAND`l0`5T� 3/4 INCH 2 INCHES 2 INGHE Sb 1 5/15 WGHESe INTERIOR HALLS AND PARTITIONS - ! H/ib0 5-16d Box(3 k-:xO.I35'7;OR TABULATED FORC[S FOR EXPOSURE G AND D OR FOR THE OTHER MEAN ROOF -`- - '-` -- +----`--- `-' 2'PLANKS(PLANK s B.=AM-FLOOR a ROOF) AT EACH BEARING,FACE NAIL FOR S::I SCREK5.4 MM FLOORS- COMMON1 V36C 2-I6d (3 j4")CO.!62') HE!G!-i1'S. � a. lA&SGRFJ•15 OR BOLTS SHALL BE 5*AG&ERED FROM THE TCF'TO THE BOTTOM ALONG THE t10R1ZONTAL RUN OF Tr.E DECK LEDGER iN AGCGR^.A*iGE WITH FIGURE R50?.21(I). -----I�-- -- 3-Ibd GoMMON(3 2 XO 162') b-THE UPLIFT CONNECTION FORGES INCLUDE AN ALLOWANCE FOR ROOF AND CEILING b. MAXRAM 5 INCHES. CEILING WITH BRITTLE FINISHES(1NGLUDtNG L/360 4-10 BOX{3'Xp.126"!;OR ASSEMBLY DEAD LOAD OF IS FSF. c, roR ENGINEERED RIM JOISTS,THE MANuFACTI)RERS RECOMMENJATtONS SHALL GOVERN. PLASTER AND STUGGO) __ _ 26 BAND OR R!M JG;5Y 70 JOIST d. THB MINIMUM D:�ANLE FROM BOTTOM RCW OF LA&SGREW5 OR BOLTS TO THE ED&E Cr-THE LEDGER SHALL BE'IN A-CL�RDANCE W17H-ISURE R5C7?.!(I, --- - -- --- -- -- - --- 4 e"X0.191'NAILS;CR EnD NAIL C.THE TAB)LATED UPLIFT GONNEGTION FOES ARE LIMITED TO A MAXIMUM ROOF CEILINGS KTH FLEXI5LE FINISHES(INCLUDING _ L/240 4-3"X 14ga.STAPLES,, GROWN OVERHANG OF 24 INCHES. GYPSUM BOARD) LL d.THE TABULATED UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE 20d COMMON(4'Xo lq2^);OR 32"O.G.AT TOP AND BOTTOM ALL OTHER STRUCTURAL MEMBERS -------'-----`- T L/240 AND 5-A61,-ERED MULTIPLIED BY 0.15 FOR CONNECTIONS NOT LOCATED WITHIN b FEET OF BUILDING TABLE: R4J2.I 4 - 2015 INTERNATIONAL � -o lod BOX(3'.X0.12a");OR 24"OG-FAGS NAIL AT TOP CORNERS. '-ENERGY CONSERVATION GORE EXTERIOR WALLS-WIND LOAD WITH PLASTER OR H/360 27 Bv!LTHJF 6 RDERS AND&BOMB,2-INCH LUMBER LAYERS 31X0 13!'NAILS AND EYJTTOM STAGGE-R,= ON e.FOR BUILDINGS KTH HIP ROOFS WITH 5:!2 AND CREATOR PITCH,THE TABULATED 5'tiGGo FiN15HES ANOz ,iPPo rm SIDES UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE MIR.SIPLMP BY 0.•70.TH15 EOUIVALEN! U-'FACTORS ---- --- ------------ ----- 2-20 � EXTERIOR WALLS-WIND LOADS'WITH OTHER �H/240 2-2oa COMMON(4'xo.la2'7;OR FACE NAIL AT ENDS AND REDUCTION SHALL NOT B�COMBINED WITH ANY OTHER REDUCTION IN TABULATED 3-lod Box(s•xoa29^);OR AT EACH 5PL ICE FORGES, CLIMATE ZONE BRITTLE FINISHES - - -•--- s-3'XO.Is1'NAI.5 f.FOR WALL TO WALL AND WALL TO FOUNDATION CONNECTIONS,THE UPLIFT FENESTRATION 5KYLIGffT 601-NO FRAME MALL MA55 WALL FLOOR BASEMENT WALL CRAWL SPACE EXTERIOR WALLS-W!ND LOADS'WITH FLEXIBLE H/I204 4-;bd t30X(3}'XO.135";pR CONNECTION FORGE SHALL BE PERMiTT=D TO 3E REvUGED BY 60 If FOR EACH FULL U-FACTOR U-FACTOR U-FACTOR U=VALL IE U-VAL[1r U-VALUE U-VALUE WALL !J-%/A_UE -r _ 3-i6d COMMCN(3Y'XO.!b2');OR AT EACH JO15T OR RAFTER, I p FIN15HE5- 2a LEDGER STRIP SUPPCR.iNG JO:ST=�OR RAFTERS HALL ABOVE. ---- ---- - d BOX h1 J2a?:OR FACE NAIL g.LINEAR INTERPOLATION BETWEEN TABULATED ROOF-`"-,PANS AND WIIND SPEEDS 4 EXGFP( LINTELS.5UPPORT!NG MASONRY VENEER HALLS' L%600 4-3 SHALL BE PERMITTED. E O 5 0.55 0.026 0.060 0.09b 0.041 0,059 0-065 „ 2`1 BR!D&NG TO JOIST 2-iod(3'xO.12e`) EACH END,TOE NAIL h.THE TABULATED FORGES FOR A 12-INCH ON CENTER 5PAGING SHALL BE PERMITTED MARINE NOTE: L=SPAN L�NSSE H=SPAN HEIarIT TO BE USED TO DETERMINE THE UPLIFT LOAD IN POUNDS PER LINEAR FOOT- 5 AND a. HFORER THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS MARINE 4 0.32 0.55 O^26 0.060 0.082 v.OJJ 0.050 0.055 }iCRriN,THE WIND LOAD SHALL BC- PERMiT7rD TO BE TAK'cN A5 0.7 TIMES THE COMPONENT AND CLADDING(A5D) LOADS A5 VAX. AS MAX. c OBTAINED FROM THE TABLE R30l.2(2), PROPOSED AS MAX. =✓.LF. -V•! _V.1.F. A. MIN. AS MIN. AS MIN. N/A `` MIN• 10, FOR GANMLE✓ER MEMBERS,L SHALL eE TAKEN AS TWICE TABLE R6O2�(>) TH=LENGTH OF THE CANTILEVER, WOOD PANEL WALL SHE,ATHiNO FASTENING SCHEMLEa'a C. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR WALLS OF%NROOM ADDITIONS OR PATIO MINIM"NAIL MN'^TJM WOOD MINIMUM NOMINAL MAXIMUM WALL PANEL NAIL sPACINS ULTTMATS DESr6N KIND COVERS,NOT SUPPORTING EDGE OF GLASS,THE CONTINUOUS s-RucTVRA- PANEL THICKNE55 =n�SPAcifl& SPEED vULT04PH) ALUMINUM STRUCTURAL MEMBERS SUPPORTING EDGE OF ON PAWL SPAN! (INCHES) (INCHES) EDF�ES FIELD WIND E�05URE GATEGOCY 5:-Ez PENETRATI GLA55,THE TOTAL EGAD PEFLEGTION SHALL NOT EXCEED (INC HE5) RATING (INCHES O.G.) (INCHES O.G) 5 G D n7 "� >; INTERNATIONAL >= R D '� 5 T �` 66 COMMON TABLE: R4.._,1.2 - .,TONE NTERNATIONAL ENEPOY CONSERVATION CODE L/I,5 FOR EACH CLASS LI.'E OR L/6.�FOR THE ENTIRE 2oxoHs") IS 2410 3!b it, 6 I2 140 115 tic LENSTH OF THE MEMBER,WHICHEVER 15 MORE STRINGENT. ba COMMON it, C, ! 170 140 135 INSULATION AND FENESTRATION REOORLMEN-5 BY COMPONENT FOR 5ANDWICH PANELS USED IN ROOFS OR WALL5 OF (25^xGls'7 FTs 24/1b 'u16 24 b 1 12 140 Its 1 110 5UNROOM ADDITIONS OR PATIO CCVER5,THE: TOTAL LOAD FOR 5h 1 meh=25.4 r-1 MILE PER HPA2 a 0.441 m's MAXIMUM GLAZED MINIMUM DEFLECTION SHALL NOT EXCEED 1-/120. d- DEFLECTION FCR EXTERIOR WALLS WITH INTERIOR GYP5L�1 a.PALL STRENGTH AXIS PARALLEL A PERPENDICULAR TO SUPPORT. THREE-PLY P RT. SHEATHING WITH STUD 5PAGING MORE THAN i6' CLIMATE ZONE FENESTRATION SKYLISH, FENESTRATION GEILING WALL MA55 WALL FLOOR BA5EMCNT WALL 5LAB R-VALUE CRAWL SPACE ! IN GE!NTER SHALL BE APPLIEL WITH PANEL STRENGTH Axls PERP£!+D:CI,"..AR TO SUPPORT. BOARD FINISH SHALL BE LIMITED TO AN A'_LOWA�LE 'n,TABLE BASED ON WIND PRE550RE5 ACTINS TOWARD AND AWAY FROM BUILDING 5URFACIES IN AGLORDANCE rGTH SECTION R3012. U-FAGTORb U-FACTOR 5H�SC R-VALUE R-VALUE R-VALUE' R-VALUE R--VAGUE c d DEPTH d WALL R-VALUE e DEFLECTION OF WEIO. LATERAL BRAUVS RE00IREMENT5 SHALL BEN ACCORDANCE WITH SECTION R&O210. -- -`-'- e. REFER TO SECTION R?C3.cJ.2. ,,,WOOD sTRUG tjRA.L PANELS WITH SPAN RATIN6S OF WALL-Ib OR WALL-24 SIALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/0 4 EXCEPT 2 20 OR IO GON T.OR 10 CON T,Of"c -}PAN RATIN-5. PLYWOOD SIDING RATED 16 O BE 24 WI�H�L BE SPACED MORE N A'-T-R A E TER-NELS WITH A 24;16 SPAN RATING. ( MAR N_ I 0•-'5 � 0.55 0.40 41 13 + 5 h b"5 ICI 13 CAVITY 10 /2FT- I3 CAVITY 1^WLL-16 AND PLYWOOD SIDING Ib O.G.SHALL ! F _ 5 AND 15 GONT- OR 15 GONT. OR MARINE 4 G.32 0.55 NR 4q 20 OR 13/i7 30g I9 CAVITY 10/2FT. M CAVITY 15 + 5 -r PROPOSED AS MAX. -V.I.F. AS MAX- AS MAX. AS MIN. AS MN. AS MIN. AS MIN. N/A AS MiN. AS MIN. -VJ F. " REFER TO GGDE BOOK FOR SUPPLEMENT LETTER FOOT NOTES CONTINUOUS BEAD SEALANT MANUFACTURED THIN-PROFILE VENTED AIR SPACE EXISTING ATTIC VENTILATION BAFFLE n! F R6fADSSENBLY }I (FULL WIDTH ATTIC INSULATTON INSULATION NTIN10U5 MINIMAL i - TONAL - --=7=— TABLE R402.�4.1.! - AIR BARRIER AND INSULATICN INSTALLATION EXPANDING FOAM AT CAVITY INSULATION -'-"-' COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA WINDOW PERIMETER a, ANDIN&FOAM AROUND THE PERIMETER OF LOOSELY -- - - A CONTINUOUS AIR BARRIER SHALL BE INSTALLED - - I N THE BUILDING E.N'✓ELCPE GUT RIGID INSULATION INUOUS 13EAD GENERAL REQUIREMENTS THE EXTERIOR THERMAL ENVELOPE CONTAINS A NOT BE USED A5 I _L-----,CEILIN6 GYPSUM BOARD ! OF SEALANT �CONTINJOU5 AIR BARRIER A!R-PERMEABLE INSULATION SHALL A SEALING MATcR(AL 4' AS AIR BARRIER RIGID INSULATION BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE DOSTINS BAND JOIST INSULATION \t 'I It$JOU'�' !'DEAD RETROFIT KTH I V2•RI&V INSIA.ATION SEALED R.BA UNIT AS OF SEALANT PAAL`--EXIT TOR INSULATED ---------- -- AIR BARRIER �� BEAD 1e.8/a•.1'O' L THE AIR BARRIER IN ANY DROPPED GEILIN6/SOFFIT' ------`---- -- ----------- OF SEALANT GEIL!NG i ATTIC SHALL BE ALIGNED WITH THE INSULATION AND ANY 'THE INSULATION {N ANY DROPPED CEILING,%SOFFIT THIN-PROFILE ATTIC LAVE B NT AFRE AND VE GAPS IN THE AIR BARRIER SHALL BE SEALEDSHALL BE: ALIGNED WITH THE AIR BARRIER CONTINUOUS MINIMAL ACCESS OPENINGS,DROP DOWN STAIRS OR KNEE EXPANDING FOAM AT NUOU5 MINIMAL WALL DOORS TO UNCONDITIONED AT'iIGS SPACES WINDOW PERIMETER EXPANDIN5 FOAM AT s-0I 3wb.6/4`.lb SHALL BE ^EALED KNDOH -_ PERIMETER — THE JUNCTION OF 1-OUNDATION AND SILL PLATE TO CAVITIES KTHIN CORNERS AND HEADERS OF FRAME CONTINUOUS BEAD �"GYPSUM BOARD BE SEALED. WALLS SHALL BE INSULATED BY COMPLETELY FILING THE ANT ANUFAGTURED RECESSED LIGHT HALLS LS THC JNJNGTICN OF TOP PLATE AND THE TOP 05 CAVITY WITH A MATERIAL H.AV!NG A THERMAL RE5ISTANGE t, X4 BLOCKING ENCLO_URE EXTERIOR WALL5 TO BE SEALED OF R-5 PER INCH MINIMUM NTINUOUS ATTIC INSULATION I I� OF ADHESIVE�� --• FILING JOISTS I EXTERIOR THERMAL ENVELOPE IN?•ULATICN FOR FRAM=D I KNEE MALLS SHALL BE SEALED WALLS SHALL BE INSTALLED IN SUBSTANTIA CONTACT 1 -- AND GONTINUDU5 ALIGNMENT WITH THE AIR BARRIER I NTIN10Ur BEAD INDOW UNIT A5 _------- ---------• -------Y I OF SEALANT AIR BARRIER ---- ---- WINDOWS,5KYL.IGHTS,AND DOORS - �i- TIED EXTERIOR ! - THE SPACE BETThEEN WINDOW,'DOOR JAMES AND LWALL CONTINUOUS MINIMAL TOR HALL FRAMINS,AND 5KYLIOHT5 AND FR.AMINS SHALL BE EXPANDING FOAM AT SHEATHING _-- __'---- - -- SEALED WINDOW PERIMETER ANDIN6 FOAM SEALANT -'-I--- i'': AT PERIMETER -- ----- --- RIM JOIST SHALL INCLUDE THE —A--- ! --- ------------ _ CONTIMJOtXj DEAD 2''� ��NTH Iza BAGKat ANSEALANT T BEAD RIM JOIST -- AIR 6. BRIER I RIM JCi T SHALL BE INSULATED SEALANT 5 OOOo6 b.3 4•.1'-0 YWALL CEILING --- 'FLOOR FRAMING CAVITY INSULATION 5HALL BE INSTALLED �----- ------------ TC MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE 71. ( I GES5ED LIGHT FIXTURE FLOORS(fIvGLUDING A30`✓E GARAGES II: THE AIR BARRIER 5HALL BE INSTALLED AT ANY INJDUS BEAD I I IPH1E5I BEAD GANTILEVtRED FLOORS) EXPOSED EDGE OF INSULATION OF SUBFLOOR DECKING,OR FLOOR FRAMING CAVITY P OF SEALANT I OF ADHE"'IV1 INSULATION SHALL BE PERMITTED TO BE IN CONTACT WITH I NTIN OU BEAD AM SEAMAT�LOM11,6NATM � THE TOP SIDE OF 5HEATHiN5,OR CONTINUOUS INSULATION INUOUS SILL SEALER I OF SEALANT-BULL WIDTH OF MUD51LL (INSTALLED ON THE FRAMING AND OF FLOOR FRAMIN AND ONTINJOVS BEAD TTEN05 FROM T-HE BOTTOM TO THE TOP OF ALL � sa�rll soda S/4".r-0• E OF ADHESIVE OUNDATION WALL _______ _ _ _ _ PERIMETER FLOOR FRAMING MEMBERS CRAWL 5PAGE WALLS ----AS AIR BARRIER I kTINU(XI BEAD � -- EXPOSED EARTH IN UNVENTFD GRAWL SPACES TO WHERE PROVIDED !NSTEAD OF FLOOR INSULATION, OF SEALANT G !INSULATION SHALL BE PE -NTLY ATTACHED-C THE NGRETE SLAB A5 I BE COVERED WITH A GLA55 t VAPOR RETARDER r- n AIR BARRIER I __-- WITH OVERLAPPING JOINTS TAPED CRAWL SPACE WALLS ---------- ---- ! -'--- -- SHAFTS/ DUCT SHAFTS,UTILITY PEENETRATION5,AND FLUE— -- -- ------ ° ° ! ---- --- ---FLOOR AEY`�MBLY ING AS REQUIRED PENETRATIONS 5HAFT5 OPENING TO EXTERIOR OR ----- ------ - a CO TAD ! -_____-____ UNCONDITIONED SPACE TO BE SEALED YP5UM BOARD BOX ----- ------ __ _ I; SEALANT NTIN,OUr' BEAD ----- -- i 3.ATT5 IN N.�RROW GA`JITIG SHALL BE CUT TO FIT,OR CF SEALANT ENCLOSURE NARROW CAVITES ! - ATTIC INSULATION I NARROW CAVITIES SHALL BE: FILLED BY INSULATION THAT a ------ f ON INSTALLATION READILY CONFORMS TO THE AVAILAB_E _____ _ __ _______ I CAVITY SPACE I NTIFAIOU�BEAD CEILING JDIS 5ARAGE SEPARATION - AIR SEAL B_, BEN GARAGE AND CONDITIONED I I OF SEALANT F r-T,:-_ _--.--.-- N-A 5PAGE NTERIOR6YMSUM -- ---------- -- ------_----- --------�--------- WALLBOARD AS BARRIER RECESSED LIGHTING REGE`55E7 L!GHT FIXTURES INSTALLED IN THE REGE55ED LIGHT FIXTURES INSTALLED IN THE — CONGEPTUAL AIR 5EAL{NG STRATEGY // CONCEPTUAL AIR SEALING 5TRATEey // r �„ y BUILDING THERMAL ENVELOPE SHALL BE SEALED BUILDING THERMAL ENVELOPE SHALL BE SEALED LOW1=R WALL SECTION UPPER WALL SECTION COW-�N.AIR 5EN'INS STRATGsy - TO THE DRYWALL AIR TIGHT AND IG RATED AT UPPER R;OOR DMD JOIST .---_.—____--__- _.- --. .-_ --' - T- PLUMBING AND WIRING BATT INSULATION SHALL BE GUT NEATLY TO FIT — 5-02002 Scale:3/411 = {'^O" o=o!! b.�4`.i'o• XPANDING FOAM SEALANT AROUND WIRIKO AND PLUMBING IN EXTERIOR 5-02003 5cale:3/411 = {I^O° AT PERIMETER WALL5,OR INSULATION THAT GN INSTALLATION INUOUE,BEAD OF I READIL Y GCNFGRK5 TO AVAILADLE SPACE 54ALL SEALANT _ _ EXTEND B_H:ND_PIPING AND WIRING kX7ERIOR PSUM BOARD YWALU_CEILING / THE AIR BARRIER INSTALLED AT ESSED LIGHT FIXTURE SHOWER TUB ON EXTERIOR Y1ALL ADJACENT TO SHOWERS AND TUB5 5HALL EXTERIOR WALLS ADJACENT TO SHOWERS AND INSTALL!" FITRIG B INSULATION YERS 2'RIGID INSULATION _ SEPARATE THEM FROM THE 51HOVN�R5 AND TUBS R=SHALL BE INSULATED GUT TO FIT BETN�EN THE LED DURING FRAMit� _RAFTERS FROM SEAL BOTH ELEGTRIGAL/'PHONE BOX ONTHt AIR B.AR!21ER 5HALL BE INSTALLED EEHIND 1"RIGID INSULATION SIDES ALONG RAFTER WITH AIR96NJN6ATRKE5t�IJEFRN9NA7TTG EXTERIOR WALLS THE AIR AL OR GOi4ALL BE lNS BOXES ORVEKflt ATION CHUTE EJQ'ANDIN6 FOAM SEALANT. A!R-SEAL -MAINTAIN EQUAL VENT SPACE /� -- __- 60 cES 5HALL BE iNSTALLEU-AIR SEAL XP A NDING / VENTILATION CHUTE FOR LENGTH OF R161D IN5UL ATiOHVAG REGISMR HVA-' REGIST=R SOOTS THAT PEN T"IT 60!LDiNGWITH EXPANDING / �TTINSULATION / T'E17 EXTERIOR FOAM SEALANT / BOOTS THERMAL ENVELOPE 5HALL BE SEALED TO THE/ WALL SUBFLOOR OR DRYWALL / INSTALL i"R161D INSULATION / SHEATHING --- ---- -- --' WHEN 12�QUIREG TO BE SEALED,CONGEALED FIRE - - -- ------ ---- TINO SHEATHING TO CONNECT CONGEALED SPRINKLERS 5PRN<LER5 5HALL ONLY BE SEALED IN A MANNER INS ATIN6 SHEATHING B FFLE.RIGIV / 3 S1LD GOR1fR WITH w6ID INSULATION THAT 15 REGCMMENDED BY THE MANUFAGTURER- /� INSULATION BAFFLE. - - —'�� FOAM SEAL BOTH JOI GAUL<ING OR OTHER ADHESIVE SEALANTS SHALL -0oo n b,3/a '! NOT BE:USED TO FILL VOIDS BETIxEEN FIRE �-�ONTWXIS BEAD j_ _ _ SPRINKLER COMER PLATES AND WALL5 OR j OF SEALANT -= CEILINGS \I �"RIGID INSULATION + SEALANT BEAD OF i `-PRIOR IN51, AT I D Uj"RIGID INSULATION WALL IDE BLOCKING AT OR INSULATED STUD CAVITY AT 5HO ER WALL I AT EXTERIOR WALL I INUOU� �� NSTALL INTER OR SHEATHING M/1TERIAL� R-VALU�� i'w61D IN9IMTION AS ATT'IG LAVE®APPLE GUT I' TIC,EAR INSIA.Lrm A SHLATHINB AS PRIOR TO INSTALLATION OF OF AROtRO MAN,PAGIURO�VENT Arnc LAVE BAFFLE AND VE?TT I , PREFAB FIREPLACE UNIT DIE BAGKERBOARD F----.__---._-- _ s-0Ioov a!n,s/a•.I-0 ( MATERIALR-`•lALL'E Scab /4•.! ( TUB SURROUND FINISH --�-- -------------- ---------- TILE SURROUND FINISH i FIREPLACE TUB UNIT - 1 N5TALL 1'RIGID INSULATION BAGKERBOARD I UNIT i BALDING BOARD ---- ----------- 1 AT BOTH HORIZONTAL AND ---INSULATED6 SURROUND DRAINAGE PLA VERTICAL POSITIONS NSULATED EXTERIOR i EXTERIOR PROVIDE BLOCKING AT BEYOND -� GYPSUM WALL 50ARD(/2°)- -Y ----- --0.45 r�nJD WALL 571D CAVITY AT TUE3 I _ ll !LEAVE; GAP POR EXPANDING rOAIN STUD WALL AT EXTERIOR WALL NTINUOV5 BEAD GYPSUM 1^IALL BOARD ^5 --- INSTALL EXPANDING FOAM THIN PROFILE WALL SHEATHING, i _ T�:B) 0.5625 OF SEALANT 5EALANT AT INTENTIONAL 6AP5 INSULATED EXTERIOR ! I!PLYWOOD t7'2") - - 0.62 AT I'RIGID INSULATI --- EXIST!!S FLOOR { ' I THIN PROFILE --------------_v CONTINUOUS BEAD OF ASSEMBLY I I STUD WALL SHEATHING PLYWOOD /a°? O.q4 SEALANT AVITY INSULATION ! S BE ---------- --- MINIMUM J,DRIP ---,-__-- __-. - -_.---- NUOU5 BEAD OF x i OF SEALANT --- -- _- I r 1'RI61D INSULATE! PAN ---- SOFFIT GL XPANDIN6 FOAM XPANDIN6 FOAM ALUMINUM/VINYL SIDING (NOT !N5ULATED)----- --Obi ! - ---WOOD FLOOR P55EMBLY— ALUMINUM/ VINYL EIDfNG (%" INSULATION) -�IYBO FRAME FLOOR ------ - -- - - - ASSEMBLY K FRAME --- -- i FLOOR A55EMMY --- 1AVIT IN GA T"PeR FLOOR// HARDW00D FLCORiNG(3/a.") O.bB JII CAVITY INJILATTON WITH r•wGro Iltwt.AnoN cl_o�IRE `- _ �------ - `�- -- s-0!orl scab TII E "J!4•.I'-0' AIR SEALING OEHRD SNOYER2 WITH TILE 5EAU46 AT PLATFID"FOR MANUFACTURED AIR 5EA4ING BERW TLB WITH _ --+-- T}nN-RRDFILL SHEA7"N5 FlREPI-AGE.---_.y THIN-PROFILE 5HFATMN6!/5EGTIoN I� CARPET WITH FIBER PAD -------- 2.08 TTIG INSULATION s aooT loa/4•.r-0• s rnol2 b.5/a•.r o 1Goa b:s/a•,I O .._.— -- -- 1. AR?ET WITH RUBBER PAD 25— -� EILIN6 FRAMING �!'• 1 -- ---—---- --I LOOR GRILLE Kiel C\� AIR S?AGE d2" UP TO ;"} —`--------- I.CO ----SHEATH INTERIOR OF - -^- -----�--- °RIGID ATTIC ACCESS TO LOOK DUCT BOOT BEAD OF TRIGAL WIRE INr�MA ON L E INSULATION SEALS �_ _—_.-----•LEVEL PLUMBING Pt ti- I 1 i!I I!III I! FLOOR -- ---------- - I 4CGE55 PANEL - -TOP PLATE !ROOFINv ---------------`— I-DRAW ACCESS PANEL S PERIMETER ETER TOP PLA ` ( * !ASPHALT SHINGLES 0.44 SCREHS EXPANDING FOAM NSULATED FLEXIBLE DUCT XPANDIN6 FOAM 7 A:L NCOD SHINGLES - - --- a tiANT TIE AT INNER LINER SEALANT TRIM A5 REQUIRED { TIC AT INNER LINER ---FINISH CEILING WALL 5 , TIE AT OUTER LINER 5TUV r-�16 fr -_-- '' I DOORS -- ------ g .. HOOD,50!_!D GORE (i /a) I 2.1-7 AIR SEALtliG AT ATTIC HATCH//PR45H SCREW S AIR SEAL AT TOP PLATE PIPE PEtlTTtATloN AIR SEAL AT DIRT BOOT AIR SEAL AT TOP PLATE ELEGTRIGAI P®P[RATlON INSULATED METAL DOOR (2") � Z 3 - �� S-02O22 b, I--*-/4".I' • I 1e.3 4•.1'-0• ! 4 b:9 4".r ��6 G> POURED CONCRETE PER- '------------- J.08 HURRICANE ANCHORS MANUFACTURED BY SIMPSON 5TRON6-TIE CONNECTORS MODEL No.+425A OR APPROVED EQUIVALENT AT EVERY RAFTER TO PLATE CONNECTION BOTH SIDES WHEN -RAFTER5 DO NOT AL16N WITH STUDS WALL STUDS m 16"O.G. SIMPSON STRONG-TIE CONNECTOR x1fiI2 TO BE USED WHEN 1j" MIN. EDGE 16 60.COIL STRAPPING MANUFACTURED RAFTER AL161,15 WITH STUD 6 BY 5IW50N 5TRON TIE CONNEGTOR5 USE A MINIMUM OF TWO Sd / DIFFERENCE MODEL No.C516 OR APPROVED EQUIVALENT t NAILS THIS 51DE WITH I A / Ir .1 TOTAL of FOUR INTO RAFTER,- BOTTOM PLA , RIM-015T- ROOF DOUBLE TOE'PLA 1 5/,5 4bx12 L STEE ANCHOR {. I BOLTS AT 3'-0",O.G. MAX_ 1 r {� ` MIN EMBEDMENT OF '1" / ✓� / - T11D PLATE TIES MANUFACTURED BY SIMPSON ' STRONG-TIE CONNECTORS MODEL No.RSP'4 OR APPROVED EQUIVALENT AT EVERY STUD SEE PLA o SUB FLOOR r I TO PLATE CONNECTION WHEN RAFTERS DO NOT AL16N q, FLOOR JOIST / r; WITH STUD STUDS m 16'O.G. � 4 / n Ib 60.COIL STRAPPING MANUFACTURED TWO Bd NAILS rI INTO PLATES BY 51MPSON STRONG-TIE CONNECTORS NOTE,� MODEL No.G516 OR APPROVED EQUIVALENT ALL STRAPPING TO BE /IGF{f 8d NAILS INSTALLED AS PER MANUFACTURES INTO STUDS WALL STUDS m Ib"O.G SPECIFICATIONS AND NY5 CODE �q ROOE 5TRAPPINO DETAIL 3 ANOHOR BOLT DETAIL 6 WALL 5TRAPPINO DETAIL 5GALE; 5/4" = 1'-0" o, USE 51WWN Z-MAX OR HO&CONNECTORS TO INCREASE CORROSION RESISTANCE FOR ALL HARDWARE IN CONNECTION PV'�L1 PROVIDE HOLD DOWNS AT WALL STUDS m ib"o G. ALL CORNERS AND BOTH HURRICANE ANCHORS MANUFAGTURL-D BY SIDES OF OPENIN05 6 51MPSON 5TRON6-TIE CONNECTORS OR GREATER IN WIDTH MODEL No.LS5U28,LSSU2IO OR EanvALENT AT EVERY RAFTER TO RONSE CONNECTION WHEN RAFTERS DO NOT ALIGN DOUBLE 2X STv _ HURRICANE ANCHORS MANUFACTURED BY [till SIMPSON STR0116-TIE CON►•IECTORS` 5IMP50N 1 17JI5-5D52. MODEL No.L5TA24 OR APPRO �BOiTOP4 PLA EQUIVALENT AT EVERY RAFTER TO RIDGERIM JOIST / CONNECTION WHEN RAFTERS ALI6NRI NOTE: J SUB FLOOR /� f ALL STRAPPING TO BE FLOOR JOIST INSTALLED A5 PER MANUFACTURES IF RAFTER�I SILL PLA // SPECIFICATIONS AND NY5 CODE TERMITE 5HI / Ib 60.STRAP T155 MANUFACTURED HIP CORNER PLATES MANUFACTURED i� BY SIMPSON STRONG-TIE CONNNECTORS FOUNDATION WALL / R APPROVED EQUIVALENT INSTALLED AS I BY SIMP50N 5TRONO-TfE CONNECTORS STRAP TO EL No.HAAVVE MIN. APPROVED EQUIVALENT_N.12"BEARING ON THE STUD V � R MODEL No. HROUIN FOR 2x MEMBERS J� AND WRAP TINDER SILL PLATE AT FOUNDATION. 1 / ° O II 'x3">d4"STL.BEARING PLATE MANUFACTURED ANUFAGTURES SPEGiFIGATiONS/ �° BY SIMPSON STRONG-TIE CONNECTORS MODEL No. ^ /� LBP514 OR APPROVED EQUIVALENT / ) \R I DO E 5T RAFF I NO DETAIL L ICAL%*XI2"HOOKED ANCHOR BOLT 5/®" THREADED STEEL RO FF--o ll -m 5,-0"O.G. SCALE: 3/4" -W/'7"MIN.EMBEDMENT INTO CONCRETE SIMPSON HDU5-5D52 WITHIN(7-12'OF EACH END OF PLATE ,r2-"\.F0UNDATI0N STRAPPINO DETAIL DOUBLE 2X 5TUD— SCALE: 5/4" = I'-O" SIMPSON HDU5-5052. HURRIGAN TIES MANUFACTURED BY CONNECT NOT ALIGNED WITH RAFTER'NECT KING STUDS TO TOP PLATE, HOOKED ANCHOR BOLT 51MPSON STRONG-TIE CONNECTORS MODEL C SEE ROOF STRAPPING DETAIL AT EVERY WRAP IYa"6AL5.2O 6A.COIL STRAP MIN. 12" PENETRATIO RAFTER TO H25 OR �CONNEGTIOEN BOTH St TOP OF TOP PLATE t NAIL INTO FOUNDATION \ HIP CORNER PLATES MANUFACTURED ROOF FRAMIrS, \ (s BY 51MP50N STRONG-TIE GONNEGTOR5 p MODEL No. HGP2 FOR 2x MEMBERS AND No. HGP4 FOR 4x MEMBERS OR l J y' APPROVED EQUIVALENT INSTALLED AS f MANUFACTURES SPECIFICATION - CRIPPLE /Ii �, IP it STUDS DOUBLE TOP PLATE I RAF RA / ;r�� DOUBLE TOP PLATE ?� POST GAP MANUFACTURW BY 51MP50H 4 \ LL FRAMING� ✓`�'fiyr STRONG-TIE CONNECTORS MODEL No,BG52-2/4 P - 0 i fi- OR APPROVED EQUIVALENT INSTALLED I l j�i f1 AS PER MANUFAGTURE5 SPECIFICATIONS . fv i EADER 't u I i SEA JACK STUD DECORATIVE COLUMN_,,—FULL LENOTH COVER 4x4 WALL STUDS COLUMN 13 4 e 5 APP I NO DETA I L FRAMED OPENING FOR NEW I WINDOW OR EXTERIOR DOOR j \\` \ 3 U5E 51MP50N Z-MAX OR HDG CONNECTORS I 'L� rl SCALE: 3/4" = 1'-O" TO INCREASE CORROSION RE515TANCE FOR ALL HARDWARE IN CONNECTION VV AGQ LUMBER. ,� 0 4 HOLD DONN DETAIL � G T = -TT = = F-- = = I T=- I I I II NOTE. CONNECTION 15 REQUIRED 1� NO UPLIFT CONNECTORS AT EACH END OF THE HEADER AND AT COLUMN BASE t-ANUFACTURED BY S a Z � •.REQUIRED 5 AREA BOTTOM OF HEADER 5'IUDS IN ADDITION SIMP50N STRONG-TIE MODEL " W � I I ( I I _ TO CONNECTORS AT WALL STUDS AND No.G130445052 INSTALLED AT TOP AND BOTTOM OF CRIPPLES, AS PER MANUFACTURERS Y tVALENT I 11 I I I I I n SPECIFIGATIONS ORAPAPPROVED P.CONC.CHEEK WALL * i 8 6a.STRAP TIES MANUFACTURED BY SIMP501,1 STRONG-TIE CONNECTORS USE SIMP50N Z-MAX OR HD6 GONNEGTORS MODEL No.C516 OR APPROVED EQUIVALENT. TO INCREASE GORR0510N RESISTANCE STRAP TO HAVE MIN.12"BEARING ON THE STUD FOR ALL HARDWARE IN CONNECTION J� �� J� y� /� AND WRAP UNDER 51LL PLATE AT FOUNDATION, W/AGQ LUMBER, MFOROH S ( ItJ'"�PP I I O DETA I L r5-'\UPL 1 FT CONNECTOR DETAIL -- - --- `q SCALE: 3/4" SCALE: 5/4" = I'-O" f 'I