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HomeMy WebLinkAbout47901-Z Of Fat Town of Southold 2/4/2024 a y� P.O.Box 1179 0 o _ 53095 Main Rd -*A !' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44927 Date: 2/4/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 350 Harbor Ln, Cutchogue SCTM#: 473889 Sec/Block/Lot: 97.-6-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/27/2022 pursuant to which Building Permit No. 47901 dated 6/2/2022 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 to existing single-family dwellin as applied for. The certificate is issued to 350 Harbor Ln LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47901 1/27/2023 PLUMBERS CERTIFICATION DATED 12/15/2023 Bra iecuch Au o 'ze S gnature � SUF toF TOWN OF SOUTHOLD BUILDING DEPARTMENT r�ia a TOWN CLERK'S OFFICE "may • 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#: 47901 Date: 6/2/2022 Permission is hereby granted to: Dettori, Christopher 390 Harbor Ln Cutchogue, NY 11935 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 350 Harbor Ln, Cutchogue SCTM #473889 Sec/Block/Lot# 97.-6-5 Pursuant to application dated 4/29/2022 and approved by the Building Inspector. To expire on 1212/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $345.20 CO-ADDITION TO DWELLING $50.00 Total: $395.20 B ing Inspector pF SO!/j�Ql 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Q sean.devlin(a-town.southold.ny.us Southold,NY 11971-0959 Q �yMUNT`t,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 350 Harbor Ln LLC Address: 350 Harbor Ln city:Cutchogue st: NY zip: 11935 Building Permit#: 47901 Section: 97 Block: 6 Lot: 55 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Dan Wilcenski Electric License No: 4723ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 34 Ceiling Fixtures $ Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 10 Wall Fixtures 7 Smoke Detectors 2 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 2$ CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan 1 Combo Smoke/CO 3 Transfer Switch UC Lights Dryer Recpt 30A Emergency Strobe Heat Detectors 1 Disconnect Switches 3$ 4'LED 2 Exit Fixtures Sump Pump Other Equipment: Hood/ Micro, Fridge, Oven, DW, W/D, 200A Panel 42 Circuit/25 Used Notes: New One Story w/ Unfinished Basement Inspector Signature: Date: January 27, 2023 S.Devlin-Cent Electrical Compliance Form Town MB'Fnum Telephom(631)7CL, 54375 isiad Pax(631)765 9: P_0_Box 1179 G t BUi3.D3 4G 'ARThBSNT -TOWN OF SOUTHOLD • . r - 4 CERTIFICATION Date: f� -2Q5 Ada 9� Owner._3 5b 4xr 6 kn. LlC P :jirzi I cadry tha dae sokllar med lathe wawr aWly sysomconWm hmfta2/ioof 1% Yea& r st ) Swom i ba%m mw tlh;—. day Rizzo Qdarified in tc Gomm Ission Kota ty PubriCg J b ct9l nh. � oe soulyolo f * TOWN OF SOUTHOLD BUILDING DEPT. couffm 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: vcIr / — DATE INSPECTOR �,,� 4� V.Zjf ( AIZ) souryo# l TOWN OF SOUTHOLD BUILDING DEPT. couffm 631-765-1802 INSPEC TMN /] FO NDATION 1ST [ ROUGH PLBG. NDATION 2ND [ ] INSULATION/CAULKING MING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Vuh vi w 4 vaj&v -r . DATE INSPECTOR J _ `v TOWN OF SOUTHOLD BUILDING DEPT. 'gum,� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] ,PARE C/O [ ] RENTAL REMARKS: 1 Yt' 1` �' Vo C N-00, Y-A kan -kh � 1 ens DATE °� ?�1� INSPECTOR OE SO(/lyO� Li �c-m TI ql6 � 1 # # TOWN OF SOUTHOLD BUILDING DEPT. courm,�'' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) KA ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: 08eZln 01 94? DATE 11,7 Z3 INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS ID t� FOUNDATION(1ST) 0 -j ------------------------------------ �C FOUNDATION (2ND) z W I ✓c y ROUGH FRAMING& [� PLUMBING y J l 6® �r INSULATION PER N.Y. STATE ENERGY CODE L3 ` rrt vv� GOO- FINAL3 PvL, C41 Y.- 2 ( v ADDITION OMMENTS 3 k r I i65-® r toa%a to �• S s N o l,J z x r� H x d ro H e �g1iFFOL,��o TOWN OF SOUTHOLD—BUILDING DEPARTMENT H Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�o ao� Telephone(631) 765-1802 Fax(631) 765-9502 hilps://www.southoldtom!ngy.gov 1# 't• Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only lu I DO 117) PERMIT NO. Building Inspector: APR 7 l 2022 JID `Applications and forms must be filled out in tFieir entirety.Incomplete TOWN OF SOUTHOLD applications will not be accept ed. Where the Applicant is:not the owner,an Owner's Authorization form.(Page 2)shall be completed. Date: 26'� 4PAJ, 20z2. 'OWNER(S)OF PROPERTY: Name: SCTM#1000- — Mr. David Jannuzzl _ Project Address: 350 Harbor Lane,_ Cutchogue, N.Y. 11935 Phone#: 631 .680.1157 Email: dJ aw@icloud.com Mailing Address: P.O. Box 1672, Mattituck, N.Y. 11952 CONTACT PERSON: Name: Nigel Robert Williamson Mailing Address: P.O. Box 1758, Southold, N.Y. 11971 Phone#: 631 .834.9740 Email: nigel_architect@hotmail.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 _ CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF.PROPOSED.CONSTRUCTION ❑New Structure ®Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes El No 62 5Q; Fr. 44"rvC AooiT- O 43 4rm 1 AITE¢.ATco#J, 2.0 Sa . r• Sma oM 3 ALTEPATL�A, .41 bra. Fr. 94TH 2 T4 ALF-9 rreca .S� 86 ri . Fr-. r SA-7- 3 Rd.TEZW oJ,, r 111 Sit F M Ub Rwm ALTE(�tT10JJ 1 PROPERTY INFORMATION Existing use of property: SIL3 LE MIL j DQg.LL(1JCE Intended use of property: SI IJSLI:' 'ILI.� 4.-.-__-. ��.IJELLILI Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? [:]YesANo IF YES, PROVIDE A COPY. ❑'Check,Box After-,Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as:prgvided.bY Chapter 236 of the Town Code..APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant'to the Buildmg`Zone_ ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or-for rernoval.or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building-code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are ;.'punishable as a.Class A misdemeanor pursuant to Section110.45 of the New York State Penal Law: Application Submitted By(print name): �I GEL Qog" �LLIAm,A,J 94uthorized Agent ❑Owner _---------_-_...._...-- Signature of Applicant: Date: APA r_ 20 2-2- STATE OF NEW YORK) SS: COUNTY OF ) MiqQ- 140449- being duly sworn,deposes and says that 14,lir 4-he-8 (Name of individual signing contract)above named, #e is the A4E�r (C-ea a#ac-I:e ,Agent, .) 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 2611:7-day of A014 L ,20 Z'2- Notary Public BRIAN A. ANDREWS Notary Public, State Of New York No. 02AN5014509 PROPERTY OWNER AUTHORIZATION Qualified In Suffolk County (Where the applicant is not the owner) ommission Expires o7/15/ I, (� ��✓ residing at ��� ��/`✓l ��7 /l[ ��' i do hereby authorize ET� to apply on If to the Town of Southold Building Department for approval as describedd herein. 1**"�(---'-':=�:�::� `�6h2,--- Owner's Signature % Date Print Owner's Name 2 1 BUILDING DEPARTMENT_Electrical Ins pest ' . : OF S TOWN OUTHOLD Town Hal ow I Annex 54375 ..: ,; Main Road 1 's F, �. a, Southold, ad - PO Bo' 79 .;,r.. x- ' New Yo k 11971-0959 ut r Telephone (631) 765-1 S02 - FAX (631) 765= 5... rroo err southoldtowiin -c���y seand southoldto �� .2 ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Company Name:� Date: �-- � s l� Electrician's Name: License No., 3 • Elec. e Elec. Phone No: mail: �3/ Z3 •6 29� Q o ®I request.an email copy of Certificate of p pliance Elec. Address.: • o . S' -Soso, JOB SITE INFORMATION (All Information Required) Name: 35 6 Address: -3 Cross Street: ZT Phone No.: Bldg.Permit#: Tax Ma Section: District: 1000 email: on: BRIEF DESCRIPTION OF WORK INC Block: Lot: LUDE SQUARE FOOTAGE (Please Print Clearl ): �5 .�� si c—` cA f i Circl®All That Apply: Square Footage: Is job ready for inspection?: � YES Do you need a Temp Certificate?: ® ❑NO ®Rough In Final ® � Temp Information: YES NO Issued On (AII information required) Service size 21 Ph 03 Ph Size: Z 00 ❑New ServiceReconnect "-------A # Meters Old Meter, .®Fire Reconnect[3Flood Reconnect ElService Reconnect #Underground Laterals 1 2 Underground verhead Additional Information: H Frame Pole Work done on Service? JXY N i i PAYMENT DUE WITH APPLICATION O�C�� w - CP �b�,V • a PERMIT# Address: Switche*1" . Outlet` gun, GFI's 16 Surface I Sconces I HH's �I LIC Lts H W �f•,.: Fans l Fridge Exhaust Oven DryerCi Smokes II DW Service Carbon Micro Generator o-_.. .. . to Co.mbo' p ransfer AC AH Mini Special: Comments: r h�o�S�FFOI�'cOG y` BUILDING DEPARTMENT-Electrical Inspector y = TOWN OF SOUTHOLD o Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 4,, Telephone (631)765-1802 Temporary Certificate # Wq . . Date 7 2022 Customer Name 350 WtKbW L4n L-LC Electrician Name.l)q,rliet oil eens tec. G/" Address 350 L4,, Phone 3 - a3�" pq e-mail e-mail W 1 Pieh:5 I e 1L Q "D , CUY;-, Phone 3 &`2 License# L4`1a 3 Size GLOO A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Polel H P Fire Reconnect Was work done on Service? 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 conduct a premises inspection of the service equipment. This verification is� 9 s ro the dat oa�e. Authorized by Mejia, Evelin From: Mejia, Evelin Sent: Tuesday, November 21, 2023 10:31 AM To: nigel_architect@hotmail.com' Subject: #47901-350 Harbor Lane, Open item Good morning, A Plumbers Lead Solder Certificate is needed in order to issue a CO for Building Permit#47901 located at: 350 Harbor Lane, Cutchogue NY Kind Regards, Evelin Mejia Town Of Southold Building Department Annex Building 54375 Main Road Southold, NY 11971 (631)765-1802 i S.C.T.M. N0. DISTRICT: 1000 SECTION: 97 BLOCK: 6 LOT(S):5 rr) C�C LLI H C• V ❑ C7- 00 Lrtr C, z LL fY _j O t1 3 Q m? O HARBOR LANE EDGE OF PAVEMENT - - - - - - - - - - - - - II- - - - - -WATERMAIN - - - - - --- - - - W.M.¢I U.P. MON. S 3304S'101,E 150.00, 25 39! ' 7 0. E I 1 O 0.2 S 1 � I g z Iv 1� s o i 1 1`a �1 gj qC tim �i v1 1 p m I I 1 PI 1 W 1 �r6l' 6D.6' 17.4 • 2 cY� 15.6 o COVERED PORCH ' v LAND N/F OF ' GARAGE 22.4 v MAKAJEAN REALITY CORP °v A 1 STY FRAME LAND N/F OF DWELLING #350•GATE BERNARD CANNAC OXE 34.1' 15 1 n 40.3' WOOD RAIL FENCE BRICK 0.6'W PATiO LA GAS GATE GATE W C 0.5E o P1 a m 0 3° U 12.3 y, N X . V FC WOOD RAIL FENCE 1.4'N 5.2;E 0.2'E 0.9 N _ 0.4'N MON. N 33°45'10"W 150.00, MON. LAND N/F OF MAKAJEAN REALITY CORP ZONED RO NON—CONFORMING LOT FRONT YARD: 40' MIN SIDE YARD: 15'MIN, 35' TOTAL THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL REAR YARD: 50' MIN LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA:26,250.00 SQ.FT. or 0.60 ACRES ELEVATION DATUM: _________________________ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EWDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY OF NFh, CERTIFIED TO: 350 HARBOR LANE LLC; MAP OF: Qc�N M. YO FIRST AMERICAN TITLE; y �F' 0 0 'Q FILED: Y� T. SITUATED AT: CUTCHOGUE r O TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY,, NEW YORK O�yup 050862 JQJ� Professional Land Surveying and Design p P.O. Box 153 Aquebogue, New York 11931 FILE # 222-56 SCALE: 1"=30' DATE: APRIL 15, 2022 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk ry CASEMENT &'AWNING WINDOWS 35-0 HAP-Boe L4.QE1* Table of Awning Window Sizes Scale 1/8"(3)=1'-0"(305)—1:96 2'-0 1/8' 2'-4 3/8" 2'-7 1/2' 2'-11 15/16' 3'-413/16' 4'-0' 4'-4 13116' 4'-117/8' 6-4 13/16' 51-117/8" Window Dimension . ---C (1341) (1521) (1646)(613 (721) (800) (9 3)1 (1037) (1219) (1819) Minimum 2'O 51s' 2'-4 7/8- 2'-8- 'T­Olh 31-5 31s'! 4,-0 1/2' 4-5 3,V 5'-0 318"- 5'-5 Alb- &-Olk' Rough Opening (625) (733) (813) (1051) (1232) (1356) (1534) '(1660) (1832) Unobstruct'ed Glass 19 5/16" 23 9/16' 26 11116" 7311/8" 36" 43 3/16" 48' 55 V16" 60* 671/16" - (singe sash only) —(491)- (598) (678) f7911 (914) (1219) (1399) (1524) (1703) IWO_5 Nto co 11 -IT, !< 3 F F Z FM 011 = AR21 AR251 A R281 AR31 AR351 AR41 AR451 AR51 AR551 AR61 Ell IF M--I M I M I F AN21 AN251 AN281 AN31 AN351 AN41= AN451 AN51 AN551 AN61 9 A21 A251 A281 A31 A351 A41 A451 A551 A61 A-1 AW21 AW251 AW281 AW31 AW351 AW41 AW451 AW51 AW551 AW61 F 4 01 [Ell 01 AX251 AX281 AX31 AX351 AX41 AX451 AX51 AX551 AX61 -2 0 [Ell [Ell f-- AXW281 AXW31 AXW351 AXW41 AXW451 AXW51 AXW551 AXW61 J-P A-1 El Go A335 A3535 9 Vi co AP32V AP352V AP42V T-0 1/8" T-11 15/16" T-11 15/16" T-413/16' 4--0- 2'-0'Is' T-1 115/16" Window Dimension 13 (913) (91 (1037) (1219) (613) (913) Minimum 2' 5 T-O 112" T- 3/8 '-05/8, T-O 1/1' I V-O le I Rough Opening 5 (927) 051 1 (1232) 1 (625) (92T) 6 31 (913) 1037) -0 Ve 0 7). �3(5 3 3�5) 11 :-�92 1051) 21 0 (62 El F V A212 A312 (A211121) (A31/A31) APR 2 -7 2022 6; Jip BUILDING DEPT.cr) TOWN OF SOUTHGD LO PA3050 PA3550 (AXW31/A31) (AXW351/A351) cN " CIE 9 00 LO 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. .Minim in 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 mate details. •Dimensions in parentheses are in millimeters. 26 Andersen° 400 SERIES Awning Window Opening and Area Specifications Picture Window Area Specifications y Clear Opening in Full Open Position f ) Top of Subfioor - Window Clear Opening i I Glass I Vent to Top of Inside Overall Window Window Glass Overall Window Number" Area Width Depth Area 1 Area Sillstop Area Number Area Area Sq.Ftj(m2) ! Inches/(mm) i Inches/(mm) Sq.Ft/(m2) i Sq.FL/(m2) Inches/(mm) Sq.FL/(m2) Sq.Ft/(m� Sq.Ft./(mv) AR21 0.9 (0.08) 19112 (495) 63/g (162) 1.7 (0.16) 0.9 (0.08) 67y,8 (1713) 2.8 0.26) FP3030. 6.8 (0.63) 9.0 (0.84) _ ;.AR251" _ 1.1 (0.10) 233/a' (603) 63/B (162) 2.0 (0.19) 1.1 (0.10) 67r/16 (1713) 3.3 (0.31) P3035 - 7.8 (0.73) 10.2 (0.95) }aAR281. 1.2 (0.11) 267/e (693) 63/B (162) 2.3 (021) 1.2 (0.11) 677/m, (1713) 3.7 (0.34) :P3040, 9.4 (0.87) 12.0 a(1.12) is AR31 - 1.4 (0.13) 315/,a (795) 63/8- (162) -2.7 (025) 1.4 (0.13) 67'J,a (1713) 4.2 (0.39) 'Pa045, - 10.4 (0.97) 13.2 (1.23) AR351� ' 1.6 (0.15) 363116 (919) 63/a (162) 3.1 (029) 1.6 (0.15) 67T/s (1713) 4.8 (0.45) P3050 _ - 12.0 (1.12) 14.9 (1.38) 1.9 (0.18) 433/a (1102) 63/e (162) 18 (0.35) 1.9 (0.18) 673/,, (1713) 5.7 (0.53) �•P3055! ` _ _ 13.0 (121) 16.2 (1.51) AR451 _ 2.1 (0.20) 483/,6 (1224) 63/e (162) 42 (0.39) 2.1 (020) 677/36 (1713) 6.2 (0.58) ;P3060 14.6 (1.36) 179 (1.66) •-•AR51 - 2.5 (0.23) 551/2 (1410) 63/8' (162) 4.8 (0.45) 2.5 (0.23) 677/18 (1713) 7.1 (0.66) P3530 - '„t 7.8 (0.73) 102 (0.95) AR551'• 2.7 (0.25) 603/,6 (1529) 63/e (162) 52 (0.48) 2.7 (025) 672/,5, (1713) 7.7 (0.72) P3535, 9.0 (0.84) 11.6 (1.08) r AR61 3.0 (0.28) 673/{ .(1715) 6% (162) 59 (055) 3.0 (0.28) 671/,a (1713) 8.5 (0.79) P3540- ,; 10.8 (1.00) 13.6 (1.26) 'AR221 0.9 (0.08) 19'/3 (495) 631s' (162) 3.4 (032) 1.7 (0.16) 677/,fi (1713) 5.6 (0.52) P3545_ -_ __'. 12.1 (1.12) 15.0 (1,39) "AR2251--• 1.1 (0.10) 233/.' (603) 63/e (162) 4.0 (037) 2.1 (0.20) 677/,6 (1713) 6.6. (0.61) :P3550 13.8 (1.28) 17.0 (1.58) AR2281- _ - 12 (0.11) 26r/a' (683) 63/8' (162) 4.6 (0.43) 2.4 (022) 671/,e (1713) 7.4 (0.69) `,P3555.' - 15.1 (1A0) 18A (1.71) AR231. 1.4 (0.13) 315&- (795) 6%' (162) 5.4 (0.50) 2.8 (016) 67 7/s (1713) 8.4 (0.78) :P3560. ---- 16.8 (1.56) 20.4 (1.90) . AR321 0.9 (0.08) 191/a (495) 63/e (162) 5.1 (OA7) 2.6 (0.24) 677/16 (1713) 8.4 (0.78) P4030 9.4 (0.87) 12.0 (1.12) IAR3251.. 1.1 (0.10) 2331, (603) 6% (162) 6.0 (0.56) 3.2 (0.29) 673/s (1713) 9.9 (0.92) '=P.4035 i 10.8 (1.00) 13.6 (1.26) AN21' 0.9 (0.08) 1911; (495) 6'/,fi (164) 22 (020) 0.9 (0.08) 631%,' (1624) 3A (0.32) 1.P4040 = 13.0 (1.21) 16.0 (1:49) "AN251t - 1.1 (0.10) 233/,' (603) 6'/,s (164) 2.6 (024) 1.1 (0.10) 6315/s (1624) 4.0 (0.37) -•'P4045_ •I 14.5 (1.35) 17.6 (1.64) AN281 12 (0.11) 261/e (683) 6%,a (164) 3.0 (028) 1.2 (0.11) 63 u/,s (1624) 45 (0.42) -P4050 16.6 (1.54) 20.0 (1.86) 1.4 (0.13) 31 s/,� (795) 6'/,; (164) 3.5 (0.33) 1.4 (0.13) 63 u/,6 (1624) 5.1 (0.47) .P4055. _ 18.1 (1.68) 21.6 (2.01) iA'AN351�' 1.6 (0.15) 363/s (919) 6'/s (164) 4.0 (037) 1.6 (0.15) 63u/,s, (1624) 5.8 (0.54) :,P4060 _ 202 (1.88) 24.0 (223) ?AN41 1.9 (ua) 433/s (1102) 6'ha (164) 4.8 (0.45) 1.9 (0.18) 6315/16- (1624) 6.8 (0.63) P4530 _- 10.4 (0.97) 13.2 (1.23) ,AN451 L- - 2.2 (0.20) 483/,a (1224) 67/1a (164) 5A (0.50) 2.2 (020) 6315/,a (1624) 7.5 (0.70) .-P4535 _ 12.1 (1.12) 15.0" (1.39) AN5Y 2-5 (0.23) 55 1/{ (1410) 61J,fi (164) 6.2 (0.58) 2.5 (0.23) 63 rs/n, (1624) 8.5 (0.79) P4_540'. 14.5 (1.35) 17.6 (1.64) 'AN551 2.7 (025) 603/,e (1529) 6'/,g (164) 6.7 (0.62) 2.7 (025) 63 u/s (1624) 92 (0.86) ".P4545 16.1 '(1.50) 19.4 (1.80) AN61 3.0 (0.28) 671/2 (1715) 67/,; (164) 7.5 (0.70) 3.0 (0.28) 6315/,s (1624) 10.2 (0.95) P455Q 18.4 (1.71) 22.0 (2.04) AN221 0.9 (0.08) 19'1/2' (495). 67/16- (164) 4.4 (0.41) 1.7 (0.16) 6315/,s (1624) 6.8 (0.63) 04555'� 20.1 (1.87) 23.8 :(221) AN2251 1.1 (0.10) 233/a (603) 6TJa (164) 52 (0.48) 2.1 (020) 6315/,a (1624) 8.0 (0.74) .'P4560 22.4 (2.08) 26.4 (2:45) ,AN2281" 1.2 (0-11) 267/8' (683) 61/,a (164) 6.0 (0.56) 2.4 (022) 6315/,s (1624) 9.0 (0.84) P5030 - - 12.0 (1.12) 14.9 (138) AN231 1A (0.13) 315& .(795) 61h6' (164) 7.0 (0.65) 2.8 (026) 6315/s (1624) 102 (0.95) P5035 ' 13.8 (1.28) 17.0, •(1.58)' AN321 0.9 (0.08) 191/� (495) 67/,a (164) 6.6 (0.61) 2.6 (024) 6315/,a (1624) 102 (0.95) P5040 16.6 (1.54) 20.0 (1:86) •AN3251 1.1 (0.10) 23 3/a' (603) 6 7/,,' (164) 7.8 (0.73) 3.2 (0.30) 6315/,fi (1624) 12.0 (1.12) 05045' 18.4 (1.71) 22.0 (2.04) 0.9 (0.08) 19y,' (495) 6'/{ (165) 2.6 (024) 09 (0.08) 605/,6 (1532) 4.0 (0.37) P5050 21.1 (1.96) 24.9 (2.31) �A251 1.1 (0.10) 233/4- (603) 61/2- (165) 3.2 (0.30) 1.1 (0.10) 605/s (1532) 4.8 (0.45) P5055_ "-- 1 23.0 (2.14) 26.9 (2.50) ,A281 12 (0.11) 267/a (683) 61/2' (165) 3J (034) 1.2 (0.11) 605/,a-(1532) 53 (0.49) P5060 - 25.7 (2.39) 29.9 (2.78) 1A (0.13) 31%,' (795) 6'/i (165) 43 (0.40) 1A (0.13) 601/16' (1532) 6.0 (0.56) P5530_ 13.0 (1.21) 16:2 (1.51) A351 1.6 (0.15) 363/,a (919) 61/2' (165) 49 (0.46) 1.6 (0.15) 605/1a (1532) 6.8 (0.63) P5531 15.1 (1.40) 18.4 (1.71) A41 y 2.0 (0.18) 43%a (1102) 6%- (165) 5.9 (0.55) 2.0 (0.18) 60 S&' (1532) 8.0 (0.74) P5_540 _ -'- 18.1 (1.68) 21.6 -(2,01) i'A451✓ '^ 22 (0.20) 483/16' (1224) 61/2' (165) 6.6 (0.61) 2.2 (020) 605/18 (1532) 8.8 (0.82) P5545': 20.1 (1.87) 23.8 (221) 2.5 (0.23) 55% (1410) 61/2- (165) 75 (0.70) 2.5 (0.23) 605/,a (1532) 10.0 (0.93) P555D- - 23.0 (2.14) 26.9 (2.50) tA551 2.7 (0.25) 603/,6 (1529) 6% (165) 82 (0.76) 2.7 (0.25) 605/16' (1532) 10.9 (1.01) P6030 14.6 (1.36) 17.9 (1.66) }A61• - 3.0 (0.28) 671/2' (1715) 61/' (165) 92 (0.86) 3.0 (0.28) 605/,a (1532) 12.0 (1.12) `_P6035 - i 16.8 (1.56) 20.4 (1.90) A221'.. 0.9 (0.08) 191/2' (495) 61/= (165) 52 (OA8) 1.8 (0.16) 605J,e (1532) 8.0 (0.74) ',P6040 202 (1.88) 24.0 (2.23) i A2251 1.1 (0.10) 233J: (603) 61/2' (165) 6.4 (050) 2.1 (0.20) 605/,e (1532) 9.6 (0.89) P6045 22.4 (2.08) 26.4 (2A5) 'A2281 1.2 (0.11) 267/a (683) 611z (165) 7.4 (0.69) 2A (0.23) 605/,6 (1532) 10.6 (0,99) P8050 - -- 25.7 (2.39) 29.9 (2.78) A231 1.4 (0.13) 315&- (795) 6 11, (165) 8.6 (0-80) 2.8 (0.26) 60 5/,e (1532) 12.D (1.12) Dimensions in parentheses are in square meters. A321.- 0.9 (0.08) 191/27 (495) 61/2 (165) 7.8 (0.73) 2.6 (0.25) 605/,a (1532) 12.0 (1.12) A3251 1.1 (0.10) 233/' (603) 61/z (165) 9.6 (0.89) 32 (0.30) 605/,a (1532) 14A (1.34) AW21 _ 0.9 (0.08) 191/= (495) 61/= (165) 32 (030) 0.9 (0.08) 561/,a (1424) 4.8 (0.45) AW251 1-1 (0.10) 233/,' (603) 61/{ (165) 39 (036) 1.1 (0.10) 561/,a (1424) 5.6 (0.52) �AW281" 1.2 (0.11) 26 7/a (693) 61/2 (165) 4.4 (0.41) 1.2 (0.11) 561/,a (1424) 6.2 (0.58) 'AW31 - 1.4 (0.13) 315/,a (795) 61/z (165) 52 (0.48) 1.4 (0.13) 561/,a (1424) 7.1 (0.66) AW351 1.6 (0.15) 363/16- (919) 61/2' (165) 6.0 (0.56) 1.6 (0.15) 561/,a (1424) 8.0 (0.74) i'AW41 2.0 (0.18) 433/a (1102) 61/{ (165) 72 (0.67) 2-0 (0.18) 561J,a (1424) 9.5 (0.88) i+AW451 - _ 22 (020) 483/„' (1224) 61/2' (165) 8.0 (0.74) 2.2 (0.20) 56'&' (1424) 10.4 (0.97) AW51; 2.5 (023) 5511z (1410) 6 1/2- (165) 92 "(0.86) 25 (023) 561/16- (1424) 11.8 (1.10) �AW551^ 2.7 (0.25) 6D 3/16 (1529) 61/Z (165) 10.0 (0.93) 2.7 (0.25) 561/1a (1424) 12.8 (1.19) AW61_ 3.0 (028) 671/{ (1715) 61/2' (165) 11.2 (1.04) 3.0 (0.28) 561/16" (1424)' 14.2 (1.32) i,AW221_ 0.9 (0.08) 191/2- (495) 61/2' (165) 6A (0.60) 1.8 (0.16) 561/,a (1424) 9.6 (0.89) I AW2251 1.1 (0.10) 233/: (603) 61/2' (165) 7.8 (0.73) 2.1 (020) 561/,a (1424) 112 (1.04) •°Top of Subfloor to Top of Inside S01 Stop'is calculated based upon a structural header height of 6'-10'/2'(2096). continued on next page •Dimensions in parentheses are in millimeters or square meters. 31 Andersen. TEC HNICAL 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. Sound Outdoor/Indoor -Andersen!Product High-Performance bual-Pane Glas Type I U-Factorr SHGV VP Transmission Transmission _ L Without Grilles 0.29 0.31 0.54 Andersen Product Test Sae Class(STC) Class(OITC) w Simulated Divided Light Grilles 0.29 0.29 0.49 o Finelight Grilles 0.30 0.29 0.49 Casement&Awning Windows _ Full Divided Ugh[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 Finelight Grilles 026 0.28 0.47 Casement/Awning Picture 60°x 72° 29 25 400 Series 3 Full Divided Light Grilles 0.26 0.28 0.47 ..Ca'sementWindoers Without Grilles •0.29 0.20 0.30. WoodwdghV Double-Hung Full-Frame Windows ANp,N-1 w Simulated Divided Light Grilles 0.29 0.18 0.27- Double-Hung 46"x 77" 28 23 - 9 Finelight Grilles 0.30 0.18 0.27 Full Divided Light Grilles 0.30 0.18 0.27 Picture 48"x 48" 28 23 - Without Grilles 0.28 0.21 OA8 Transom 40"x 46° 28 22 - in Simulated Divided Light Grilles 0.28 0.19 0.44 9 Finelight Grilles 0.29 0.19 0.44 E WoodwrighP Double-Hung Insert Windows - `r' Full Divided tight Grilles 0.29 0.19 0.44 Without Grilles 0.24 0.21 0.47 Double Hung 20"x 60° 26 21 w m' Simulated Divided Light Grilles 0.24 0.19 0.43 Picture 53'x 78" 30 26 9 E=I Finelight Grilles 0.25 0.19 0.43 0.4'3 Full Divided Light Grilles 0.26 0.19 3 Transom 53"x 78' 30 26 - Without Grilles 0.31 0.28 0.47 _ TDt-Wash Double-Hung Full-Frame Windows . . - - ��, Simulated Divided Light Grilles 0.31 0.25 0.42 - - o Finelight'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'x77" 30 25 Without Grilles 027 027 0.46 W 3 Simulated Divided Light Grilles 0.27 0.25 0.41 Transom o s Finelight Grilles 0.27 025 0.41 Tilt-Wash Double-Hung Insert Windows 40D Series,; -. •, J 3 Full Divided Light Grilles 0.29 0.25 0.41 ,Complementary Without Grilles 0.31 0.17 0.26 Double-Hung 32°x 76" 27 24 'Casement Windows . ,*a, Simulated Divided Light Grilles 0.31 0.16 0.23 AND-N-Io7 oy Finelight Grilles `•0.31 0.16 0.23 Picture - - - J Full Divided Light Grilles ,0.32 0.16 0.23 Transom - __ - - " Without Grilles 0.30 0.18 0.42 w y Simulated Divided Light Grilles 0.30 0.17 0.38 Gliding Windows 72'.x 60° 26 22 o Finelight Grilles 0.30 0.17 0.38 �E Specialty Windows 72'x 60' 30 25 •, Full Divided Light Grilles 0.31 0.17 0.38 Without Grilles 0.27 0.18 0.41 Complementary specialty Windows 72°z 60" 30 25 w I Simulated Divided Light Grilles 0.27 0.17 0.37 - 3E= Finelight Grilles 0.27 0.170.37 Frenchwood'Gliding Patio Doors. 2� 3 Full Divided Light Grilles 0.28 0.17 0.37 Single Stationary - 50'x 80' 31 26 aWithout• n e_ 029 0.34 0.53 Two-Panel 72"x 80° 31 26 •• Simulated Divided tight Nles -0.29 0.28 0.48 Finelight"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 - wo Simulated Divided Light Grilles 0.25 0.28 0.47 Single Active 36"x 80' 32 27 5 s Finelight Grilles 0.26 0.28 0.47 hvo-Panel 72'x 80° 31 26 air - 3 I Full Divided Light Grilles 0.26 0.28 0.47 `i; ndow5 Without Grilles 029 0.19 _0.29 Three-Panel ANaN-2 w Simulated Divided Light Grilles 0.29 0.18 027 oN Finelight Grilles 0.30 0.18 -0.27 Frenchwood'Patio Door Sidelights&Transoms J Full Divided Light Grilles 0.30 0.18 0.27 Sidelight 18'x 82" 32 26 r Without Grilles 0.28 021 0.47 w Simulated Divided Light Grilles 0.28 0.19 0.43 Transom 72'x 22" 29 25 9 e Finelight Grilles 0.29 0.19 0.43 Full Divided Light Grilles 0.29 0.19 0.43 Complementary Spcingline&Arch Hinged Inswing Patio Doors - Without Grilles 0.25 0.20 0.46 Single Active 38°x 90° 30 25 Simulated Divided Light Grilles 0.25 0.19 0.42 _ Finelight Grilles 0.25 0.19 0.42 Two-Panel 75'x 90" 30 25 - -',� -- s Full Divided Light Grilles 0.26 0.19 0.42 Complementary Spdngiine&Arch Hinged Outswing Patio Doors continued on next page Single-Panel 38°x90° 31 25 Two-Panel 75'x9D" 31 25 °°Lour-E4'SmartSurC; Low-EV"'Low-E4'Sun°andHeatLock'are Andersen trademarks for°Low-E'glass. •°Sound Transmission Class(STC)'&'Outdoor/IndoorTransmission 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 lowerlhe value,the tests and represent entire unit less heat is lost through the entire product.Window values represent non-tempered glass.Use of tempered units hosed an independent -This data is accurate Februaryrepr Due to ongoing product changes,updated test results ar new glass can increase U-Factor ratings.See andersenwindows-com/nfrc for specific performance values.Door industry standards,this data may change over time. values represent tempered glass.2)Solar Heat Gain Coefficient(SHGC)defines the fraction of solar radiation tanar •Contact tandar Andersen supplier for 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 a 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 orrequirements,this data may change overtime.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. 'Law-E,17"Low-E4'SmartSun"and'Low-E4'Sun" 201 TILT-WASH DOUBLE-HUNG FULL-FRAME WINDOWS Table of Tilt-Wash Double-Hung Window Sizes ' Scale 1/8"(3)=1'-0"(305)—1:96 1'-9 5/8" 2'-15/s" 2'-5 5/e° 2'-7 5/8" 2'-9 5/8° 2'-11518- 3'-1 5/8" 3'-5 5/8° T-9 5/s" Window Dimension (549) (651) (752) (803) (854) (905) (956) (1057) (1159) ~ minimum -101/e 2'-21/a" 2'-61/8' 2'-81/a" 101/a 3'-01/8° 3'-21/e° 3'6 f/e" 3'-10?/e' Rough Opening (562) (664) (765) (816) (867) (917) (968) (1070) (1172) Unobstructed Glass 15" 19" 23" 25" 27" 29' 31" 35" 39° y, (lower sash only) (381) 1 (483)1 1 (584)1 1 (635) 1 1 (686) 1 (737) i I (787) I (889) 1 (991) I o-c.=::;-CU_S70M:.WIDTHS,'=21:'`/a"to;45.5/$":�.'<. _ _ I��I Custom-size windows are ❑: L11 !❑I � r II 1� � ,-� ❑ ❑ ❑ ❑❑ ��� ❑ available in /8"(3)increments. v � 1W18210 iW20210 iW24210 TW26210 iW28210 TW210210 TW30210 iW34210 iW38210 See page 84 for custom sizing. El El Grille patterns shown on page 85. ❑ ❑ j! E J 1= TW1832 TW2032 TW2432 TW2632 7W2832 TW21032 TW3032 TW3432 TW3832 O .EHI Cottage or reverse cottage sash ratio available ! for hei rs shown belrrw in ail xidths. El M - i j, El �— CUSTOM WIDTHS—21'/e"to 7 1/. TW1836 TW2036 TW2436 TW2636 TW2836 TW21036 iW3036 7W3436 TW3836 CUSTOM HEIGHTS—48%"to 76 r/e" A0 El El Ell 1P111, TW18310 7W20310 TW24310 TW26310 TW28310 TW210310 TW30310 7W34310 TW38310 Cottage Reverse Cottage 01 ❑� ❑ ❑iIF GE [I [_�1111 [I El TW1842 TW2042 TW2442 TW2642 TW284 TW21042 TW3042 TW3442 TW3842 E3 cc i 1 TW1846 TW2046 TW2446 TW2646 TW2846 TW21046 �TW30460, TW34460 TW38460 Lj C, - L L 113 _ C. ~ jP TW18410 TW20410 ITW2�441I0 TW26410 TW28410 TW210410e TW304100 TW344100 TW384100 CO Li Lj ❑ LJ ❑ I❑ TW1852 TW2052 TW2452 TW2652 11N❑ TW210520 LHU TW30520 iW34520 TW38520 m � ll �� ❑ ❑ .� ❑ LEI ■ I .0 � '0Ll � .. n I i I , ❑I �' I II 7W1856 iW2056 TW245E TW26560 TW28560 TW210560 TW30560 TW34560 TW38560 Sue tables for windows with cottage or ❑ ❑ ■I reverse cottage sash are available at •� � � ,� - -- ❑' ❑ �I II_J andersenwindows.com/siilng. CDo cD00j v _� vco v - ❑I I❑1 i i L❑ t�--� -'Window Dimension'always refers to outside frame to frame dimension. y Tt TW18510 TW20510 TW245100 TW265100 TW285100 TW2105100 TW305100 TW345100 iW385100 -'Minimum Rough opening"dimensions may need to be Increased to allow for use ❑� of building wraps,flashing,sill panning, ❑ I❑ ❑� ❑' ■ pabrackets,s21 fasteners or other Items.Sea ? m F m N ;= ❑ , ❑� ❑ pages 21ons in for more details. ry. � � •Dimensions in parentheses are in millimeter=_/L v v moo I f i 0 Meet or exceed clear opening area of `"a 5.7 sq.ft.or 0.53 mr,clear opening width of { —❑ 20"(508)and clear opening height of TW1862 TW2062 TW24620 TW26620 TW28620 TW210629 TW30620 TW34620 TW38620 24'(610).See tables on pages 82-83. continued on next page 78 Andersen. Tilt-Wash Double-Hung Window Opening and Area Specifications (continued) 1 Clear Opening in Full Open Position Top of Subfloor nd Window Clear Opening Glass vent to Top of Inside Overall W!d Number.- Area Width Height Area Area I SM Stop Area I Sq.FL/(m2) S In (mm) Sq.Ftl(ml)_ Sq.FL/(Ml) i Inchesf(mm) 1 Inches/(mm) i-TW29560' 6.27 (0.58) 297/e- (759) 30 (768) 11.22 (1.04) 6.30 (0.59) 161/2' (418) 16.08 (1.49) YMB5100 6.69 (0.62) 29 (759) 32 (819) 11.97 (1.11) 6.71 (0.62) 121/,' (317) 17.01 (1.58) TW2862 0 6.89 (0.64) 29 (759) 331h" (843) 12.72 (1.18) 7.08 (0.66) 81/, (203) 17.95 (1.67) TW287.20; 10 (260)- 20.75 (1.93) 8.35 (0.78) 29 (759) 40 (1022) 14.98 (1.39) 8.38 (0.78) 1.'TW28_760 8.77 (0.81) 291/.- (759) 4211.' (1073) 15.72 (1A6) 8.80 (0.82) 6 (159)- 21.69 (2.01) JJW.2110_210 3.15 (0.29) 317/,' (809) 14 t/-.- (362) 5.62 (0.52) 3.18 (0.30)__48 (1231) 9.12 (0.85) , TW"2-1032- 3.59 (0.33) 31 (809) 16 i/; (412) 6.42 (0.60) 3.62 (0.34) 44 r/2- (1130) 10.11 (0.94) Opening calculations change when 4.04 (0.38) 311/, (809) 181/-.' (463) 7.23 (0.67) 4.06 (0.38) 401/2 (1028) 11.10 (1-03)(514) 8.03 (0.75) 4.51 (0.42) 361/2' (926) 12.09 (1.12) using PG Upgrade sill stop.For TW11_0310. 4.48 (0.42) 317/,- (809) 201/-.' TW21042 4-92 (0.46) 31 T1,' (809) 221/_- (565) 8.84 (0.82) 4.95 (0.46) 321/2' (825) 13.08 (1.22) opening specifications for windows - TWI046 5.48 (0.51) 31%- (B49) 24 3/,' (628) 9.64 (0.90) 5A1 (0.50) 281/2' (711) 14.07 (1.31) with Stormwatch'Protection,visit TW2104100� 5.81 (0.54) 311/," (809) 26 t/,' (666) 10.45 (0.97) 5.83 (0.54) 241/2' (622) 15.05 (1.40) 625 (0.58) 31 (809) 281/_.- (717) 11.25 (1.05) 6.28 (0.58) 201/2' (520) 16.04 (1.49) andersenwindows.com/openingspecs. !`1W210560 6.69 (0.62) 31 Tjs (809) 30 1/,- (768) 12.06 (1.12) 6.72 (0.62) 16112' (418) 17.03 (1.59) TW2105100 7.14 (0.65) 31 (869) 32 2/,,- (819) 12.86 (1.20) 7.16 (0.67) 12%- (317) 18.02 (1.67) For cottage and reverse cottage sash 7-35 (0.68) 31 (809) 33 t/,," (843) 13.67 (1.27) 7.55 (0.70) 81/2' (203) 19.01 (1.77) opening specifications,visit Twitmo 8.91 (0.93) 311/,- (810) 4011-.' (1022) 16.08 (1.49) 8.94 (0.83) 1011, (260) 21.99 (2.04) FT,W-21,0760' 9.35 (0.87) 31719- (810) 42 t/..' (1073) 16.90 (157) 9.38 (0.87) 61/,'- (159)- 22.98 (2.13) andersenwindows.com/openingspecs. 3.35 (0.31) 33%' (860) 14 t/-.- (362) 6.01 (0.56) 3.38 (0.31) 481/2' (1231) 9.63 (0.90) 1illi362 3.82 (0.36) 331/.' (860) 16 1/,' (412) 6.87 (0.64) 3.95 (0.36) 441/,' (1130) 10.67 (0.99) 4.29 (0.40) 331/,' (860) 18 t/-' (463) 7.73 (0.72 r6 4.32 (0.40) 401/2' (1028) 11.72 (1.09) TW30310 4.76 (0.44) 33 7/,' (860) 201/,- (514) 8.59 (0.80) 4.79 (0.45) 361/2' (926) 12.76 (1.19) ,M-04.2 22 9.45 (0.88) 5.26 (0.49) 32-/2' (825) 13.81 (1.28) 5.23 (0.49) 33 7/. (860) (565) 5.82 (0.54) 33 (860) 243/,' (628) TW39460 10.31 (096) 5.75 (0.53) 281/2. (711) 14.85 (1.38) TW304100 6'17 (0.57) 33 (860) 26 t/-t- (666) 11.17 (1.04) 6.20 (0.58) 241/2' (622) 15.90 (1.48) TW30520 6.64 (0.62) 33 Th' (860) 28 (717) 12.03 (1.12) 6.67 (0.62) 20 1/; (520) 16.95 (1.5B) TW3056 0. 7-11 J0.66) 33 (860) 30 1/- (768) 12.89 (L20) 7.14 (0.66) 151/2- (418) 17.99 (1.67) TW305100 7.58 (0.70) 331/,- (860) 32 1/4- (819) 13.75 (1.28) 7.61 (0.71) 121/2- (317) 19.04 (1.77)_ 7W3062 0: 7.81 (0.73) 33 (860) 331/..' (843) 14.61 (1.36) 8.03 (0.75) 81/,' (203) 20.08 (1.87) TW30720 9.47 (0.88) 337/,- (860) 40 1/-t- (1022) 17.26 (1.60) 9.50 (0.88) lot/a" (260)- 23.22 (2.16) 9.94 (1.68) 9.97 (0.93) 6 1/,t'- (159)- 24.27 (2.25) 760 (0.92) 33 T/,- (860) 42 t/.t' (1073) 18.06 4210 3.74 (0.35) 3711.' (962) 141/-.' (362) 6.79 (0.63) 3.78 (0.35) 481/2' (1231) 10.65 (0.99) 4.27 (0.40) 377/,- (962) 161/,' (412) 7.76 (0.72) 4.30 (0.40) 44 x/2- (1130) 11.81 (1.10) T"W'34"3"6 4.80 (0.45) 377/s (62)9 18 t/-.' (46 3) 8.73 (0.81) 4.83 (0.45) 401/27 (1028) 12.97 (1.21) s T11141310 5.32 (0.49) 37% (962) 20 1/,' (514) 9.70 (090) 5.35 (0.50) 361/2 (926) 14.12 (1.31) M442' 5.85 (0.54) 371/,- (962) 22 1/,,- (565) 10.67 (0.99) 5.88 (0.55) 321/2' (825) 15.28 (1.42) (962) 243/,' (628) 11.64 (1.08) 6.42 (0.60) 28 (711) 16.43 (1.53) -TW34410 0 I 6.90 (0.64) 371/s (962) 26 1/,, (666) 12.61 (1.17) 6.93 C0Z4) 241/2 (622) 17.59 (1.63) TW34520 7.43 (0.69) 377/6' (962) 281/,.' (717) 13.58 (1.26) 7.46 (0.69) 201/2 (520) 18.75 (1.74) TW34560 7.95 (0.74) 37 (962) 30 t/,' (768) 14.55 (1.35) 7.98 (0.74) 161/, (418) 19.90 (1.85) -TW345100 8AB (0.79) 37 (962) 32 t/.t" (819) 15.53 (1.44) 8.51 (0.79) 121/2- (317) 21.06 (1.96) M4620: 8.73 (0.81) 37 (962) 33 (843) 1650 (1.53) 8.98 (0.83) 8 1/2 (203) 22.22 (2.06) TN3472 0 10.59 (0.98) 371/,- (962) 407,- (1022) 19.42 (1.80) 10.62 (0.99) 10/4. (260)- 25.69 (2.39) TW3476 0 11.11 (1.03) 37 (962) 42 t/,' (1073) 20-38 (1-89) 11.14 (1.04) 6 1/,,- -(159)- 26.85 (2.49) ?-TW38210 4.14 (0.39) 41 (1064) 141/,- (362) 7.56 (0.70) 4.17 (0.39) 481/2- (1231) 11.68 (1-09) TW3832 4.72 (0.44) 41 (1064) 16 t/.' (412) 8.64 (0.80) 4.76 (0.44) 44 1/,- (1130) 12.94 (1.20) -: - - (1028) 14.21 (1.32) 5.30 (0.49) 41 (1064) 18`/, (463) 9.72 (0.90) 5.34 (0.50) 40112 TW38310 5,88 (0.55) 41% (1054) 201/,.' (514) 10.81 (1.00) 5.92 (0.55) 36112- (926) 15.48 (1.44) TW3842 6.47 (0.60) 411/,' (1064) 22 1/4' (565) 11.89 (1.11) 6.50 (0.60) 321/2 (825) 16.75 (1.56) 7.19 (0.67) 417/,' (1064) 24 3/,,' (628) 12.97 (1.21) 7.10 (0.66) 28-/2' (711) 18.01 (1.67) 4. TW3946 0 TMI394 0 io 7.63 (0.71) 41%" (1064) 26 r/,' (666) 14.05 (It31) 7.66 (0.71) 241/,' (622) 19.28 (1.79) IW852 8.21 (0.76) 417/,- (1064) 28-/.,- (717) 15.14 (I41) 8.25 (0.77) 20-/,' (520) 20.55 (1.91) o. 8.79 (0.82) 417/.- (1064) 30-/,' (768) 16.22 (1.51) 8.83 (0.82) 16-/2' (418) 21.62 (2,01) ii685100 9.37 (0.87) 41%' (1064) 32 1/j- (819) 17.30 (1.61) 9.41 (0.87) 121/2- (317) 23.08 (2.14) -0, 9.66 (0.90) 417/3' (1064) 33 (843) 18.38 (1.71) 9.92 (0.92) 81/2- (203) 24.35 (2.26) _ 11.70 (1.09) 417/s- (1064) 40 (1022) 21.64 (2.01) 11.73 (1.09) 10 zl,.-- (260)- 28.16 (2.26) FT'W3872 0- t'-TW38760 12.29 (1.14) 41%' (1064) 42 t/." (1073) 22:72 (2.11) 12.32 (1.14) 6%'- (159)- 29A3 (2.73) `Top of Subiloor to Top of Inside Sill Stop'is calculated based upon a structural header height of 6'-10'/�(2096)except for 7'-5'and 7'-9"heights which are calculated using a header height of 8'(2438). *Dimensions in parentheses are in millimeters or square meters. 0 Meet or exceed clear opening area of 5.7 sq.It.or 0.53 m2,clear opening Width of 20'(508)and clear opening height of 24'(610). Talculated based upon a structural header height of 8'(2438). Andersen. TECHNICAL DATA Andersen NFRC Certified Total Unit Performance(continued) For current performance information,please visit andersenwindows.com, Andersen Product High-Performance Dual-Pane Glass Type 1 U-Factor' SHW VP Andersen_Product High-Performance Dual-Pane GlassType I U-Factor' SHGCr I v Without Grilles 128 0.30 0.52 - Without Grilles 030 0.31 0.53_ Simulated Divided Light Grilles 0.28 0.30 0.52 _ rp, Simulated Divided light Grilles 030 028 0.47 o f Fnelight'Grilles 0.29 027 0.46 o Fnelight7 Grilles 031 0.28 0.47 J j Full Divided light Grilles 0.29 0.27 0.46 J Full D'mded Ught Grilles 0.31 0.28 0.47 s 1 Without Grilles 024_ 0.30 0.51 Without Grilles 0.26 0.30 0.52 W U Simulated Divided LightGrilles 0.26 0.27 0.46 • "' W� � Simulated Divided Light Grilles 025 0.27 0.45 � � _ o� o d Fnelight Grilles 0.25 027 0.45 = Fnelight Grilles 0.26 0.27 0.46 `•400 Seder Woudwdght'• _ - '"S do Ins Sin a-Hun 3 I Full Divided Light Grilles 0.26 0.27 0.45 Nartollne Comer3forNlt a Full Divided Light Grilles 0.26 0.27 0.46 P' b " I Without Grilles 0.28 0.19 0.29 - Without Grilles 0.31 0.19 0.30 -Arch Oouhte-Hung „'.; AND-N-io1, - W Simulated Divided Light Grilles 028 0.17 026 w Simulated Divided light Grilles 031 0.17 0.26 Full-Frame,Wlndows`,. Igh - AND-N-111• ' Fnelight Grilles 0.29 0.17 0.26 l Firelight Grilles 0.32 0.17 0.26 Full Divided Light Grilles 029 0.17 026 Full Divided light Grilles 0.32 0.17 026 Without Grilles 0.28 020 0.47 - Without Grilles 030 0.21 0.48 w,� Simulated Divided light Grilles 0.27 0.18 0.42 u`+ Simulated Divided Light Grilles 0.30 0.19 0.43 ox, o Fineli Grilles .31 0.19 0.43 _0 Fnelight Grilles 0.28 0.18 0.42 - -• - �E Bh _ - FunDivided Light Grilles 029 0.18 0.42 Full Divided Light Grilles 0.31 0.19 0.43 1 Without Grilles 0.24 020 0.46 - s Without Grilles _0.26 020 0.47 w ��, Simulated Divided light Grilles 0.24 0.18 0.41 -. # J Simulated Divided light Grilles 0.26 0.18 0.42 - 3 E s, Fnelight Grilles 0.25 0.18 0.41 E x Fnelight Grilles 0.26 O.SS 0.42 Nam, 3 Full Divided light Grilles 0.26 0.18 0.41 J t°a Full Divided Light Gnlles 0.260.18 0.42 j Without Grilles 0.30 031 0.53 Without Grilles 0.31 0.31 0.54 w I Simulated Divided light Grilles 0.30 0.28 0.47 - w Simulated Divided light Grilles 0.31 0.28 0.48 9 j Finelight'Grilles 0.30 0.28 0.47 Fnelight"Grilles 0.32 0.28 0.48 Full Divided Light Grilles 0.31 0.28 0.42 - Full Divided Light Grilles 0.32 0.28 0.48' _ Without Grilles 0.27 0.30 0.52 Without Grilles 027 031 0.52 w I Simulated Divided Light Grilles 027 0.27 0.46 w Simulated Divided Light Grilles 0.27 028 0.46 d Fnelight Grilles 027 027 0.46 Fnelight Grilles 0.28 0.28 0.46 .400 Series Tlt-Wash 3 ( Full Divided light Grilles 028 0.27 0.46 400 Seder 7IIt-Wash Full Divided Light Grilles 0.29 0.28 0.46 .Duuble-Hun Full-Frame 0uuble-Hung Insert" - Without Grilles 031 0.19 0.30 _g ; Without Grilles 031 0.19 029 i ,.Windom Simulated Divided light Grilles 030 0.17 026 Windows; _ w j Simulated Divided light Grilles :031 0.18 0.26 ;AND-W24 J r'n i Finelight Grilles 030 0-17 026 AND-N i32 •„ 9"' I Finelight Grilles '0.33 0.18 026 Full Divided light Grilles 031 0.17 026 - Full Divided Light Grilles 032 0.18 0.26 Without Grilles 030 021 0.48 - ( Without Grilles 0.30 0.21 0.48 Simulated Divided Light Grilles 0.29 0.19 0.42 w Simulated Divided Light Grilles 0,30 0.19 0.43 Finelight Grilles 0.29 0.19 0.42 N Finelight Grilles 0.32 0.19 0.43 J" Full Divided Light Grilles 0.31 0.19 0.42 Full Divided Light Grilles 031 0.19 0.43 - - j Without Grilles 0.26 0.20 0.46 - x Without Grilles 027 0.20 0.47 Simulated Divided light Grilles 0.26 0.18 0-41 _ W Simulated Divided Light Grilles027 0.19 0.42 s Finelight Grilles 0.27 0.18 0.41 - 9 E r Flneligh[Grilles 0-27 0.19 0.42 Full Divided Light Grilles 028 0.18 0.41 " 3 Full Divided Light Grilles 028 0.19 0.42 ut, r 0.29i? 0.33 0.56 Without Gdlies 0.29 032 0.54 1 i Simulated Divided Light Grilles 0.29 �� 0.50 - - - J Simulated Divided light Grilles 029 029 0.45 Finelight"Grilles 0.29 0.30 0.50 0 l Fnelight"Grilles 0.30 0.28 0.48 j Full Divided Light Grilles 031 030 0.50 ___ Full Divided Light Grilles 030 029 0.48 s ! Without Grilles 025 0.32 0.55 - Without Grilles 025 030 0.52 33 Simulated Divided light Grilles 0.25 029 0.49 - � - 3 m � Simulated Divided light Grilles - - - oi i Firelight Grilles 0.25 0.29 0.49 - _ 3= Fnelight Grilles 0.26 0.27 0.47 e f-wasb J 3 Full Divided Light Grilles 0.27 0.29 0.49 400 Series Tilt-Wash 3 Full Divided Light Grilles 0.27 0.27 0.47 Wclsrr!F Frama j Without Grilles 0.30 0.20 031 ;'Flchrre Insert Windows.r j Without Grilles 0.29 0.20 0.29 w Simulated Divided light Grilles 0.30 0.18 0.27 AND-N-Ia7 w Simulated Divided Light Grilles 0.29 0.18 0.26 AND-N-27, J m Firelight Grilles 030 0.18 027 5`� r Fnelight Grilles 030 0.18 0.26 Full Divided light Grilles 0.31 0.18 027 I Full Divided Light Grilles 0.31 0.18 026 Without Grilles 0.29 022 0.51 Without Grilles 0.28 0.22 0.48 w rn { Simulated Divided Light Grilles 0.29 0.20 0.45 w Simulated Divided Light Grilles 0.28 0.20 0.43 E 1 Fnelight Grilles 029 0.20 0.45 �E _Fnelight Grilles 029 _ 0.20 0.43_ Full Divided light Grilles 030 020 0.45 Full Divided Light Grilles 030 0.19 0.43 -' Without Grilles 0.25 0.21 0.50 Without Grilles 0.24 0.21 0.47 W' ; Simulated Divided light Grilles 025 0.19 0.44 - W r Simulated Divided Light Grilles - - - Fneli tGrilles 0.25 0.19 0.44 _ - E= Fnelight Grilles 0.25 0.19 0.42 "3 j Full Divided Light Grilles 0.27 0.19 0.44 - "a Full Divided light Grilles 026 0.19 0.42 Without Grilles 027 0.32 0.55 continued on next page w i Simulated Divided light Grilles 0.27 0.29 0.49 Finelight'Grilles 027 0.29 Q49 Full Divided light Grilles 0.28 0.29 0.49 j Without Grilles 023 031 0.54 •"Low-E I SmartSuri;'Low-EV"Low-E4'Sun•and HeatLock'are Andersen trademarks for'Low-El glass. Simulated Divided Light Grilles 0.23 0.28 0.48 1)U-Factor defines the amount of heat loss through the total unit in BTU/hr/ft?°F.The lower the value,the s Fnelight Grilles 0.23 - 0.28 0.48 less heat is lost through the entire product.Window values represent non-tempered glass.Use of tempered 400 Sedes Tilt-Wash a l Full Divided Light Grilles 025 0.28 0.48 glass can increase U-Factor ratings.See andersenwindows.com/nfrc for specific performance values.Door Transom Full-Frame' 1Yithout Grilles 027 0-19 0.31 values represent tempered glass.2)Solar Heat Gain Coefficient(SHGC)defines the fraction of solar radiation admitted through the glass both directly transmitted and absorbed and subsequently released inward.The Windows w Simulated Divided light Grilles 0.27 0.18 0.27 lower the value,the less heat is transmitted through the product.3)Visible Transmittance(VT)measures how Atnl-N-76 9 in Fneli t Grilles 027 0.18 0.27 - •-- 9 Ph much light comes through a product(glass and frame).The higher the value,from 0 to 1,the more daylight the Full Divided Light Grilles 029 0.18 0.27 product lets in over the product's total unit area.Visible Light Transmittance is measured over the 380 to 760 WdhoutGdlles 0.26 0.21 0.49 nanometer portion of the solar spectrum. Simulated Divided light Grilles 026 0.19 0.44 'NFRC ratings are based on modeling by a third-party agency as validated by an independent test lab in o Fnelight Grilles 026 0.19 0.44 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 Full Divided Light Grilles 028 0.19 0.44 industry standards or requirements,this data may change over time.Ratings are for sizes specified by NFRC - - Without Grilles 0.22 0.21 0.48 for testing and certification.Ratings may vary depending on use of tempered glass,different grille options, Simulated Divided light Grilles 022 0.19 0.43 glass with capillary breather tubes for high altitudes,etc. o E 2 FnelightGNlles 0.22 0.19 0.43 Full Divided light Grilles 025 0.19 0.43 203 G FRENCHWOOD® GLIDING PATIO DOORSti „Y Three Patio Door Heights r, `t m _ \ ra m o For all four-panel gilding patio o c o rn N- m m N � - '" c �a � o 1 "y o c 1 o 0 o io -" N m N °f N doors add Aa (6)to the o _ `� v - "Minimum Rough Opening'. S �"& height dimension. ©FWGxx68 ©FWGxx611 ©FWGxx80 it ti Table of Frenchwood°Gliding Patio Door Sizes Scale 1/a"(3)=1'-0"(305)—1:96 Door Dimension 2'-8" 4'-111/4" 4'41 t/a" 9'-9° (813) (1505) (1505) (2972) Minimum., 2'831a 5'_0° 5'-0°-_ 9'-93/a° Ruugfi_Opening: - ;(832) (1524) (1524) (2991) Unobstructed Glass 211/8" 21 Ma" 211/8" 211/8" (single panel only) (537) (537) I (537) (537) Custom-size doors are available in 1/8"(3) 3 heights a F -► increments.See page 145 for custom sizes and specifications. I , S L R '• Viewed from the exterior.Arrow indicates FWG2980S FWG5080L FWG5080R FWG10080-4 `t direction of panel operation.Stationary(S) Door Dimension 3'-2" 5'41"1/4" 5'-111/4' 11'-9" (965) (1810) (1810) (3581) doors can be used as an individual unit or Minimum_:.` 3i-23/a° 6'-0 ° 6'-0 ( i-i'-93ia', ( as a sidelight.Two-panel doors are available Rougfi_Openlng: (984) (1829) (1829) (3600) factory assembled and arrive at the jobsite fi+' Unobstructed Glass 271/8° 271/a° 271/a" I 271/8" (single panel only) I (689) (�893� I (689) 1 1 (889) i ready to install. j Grille patterns shown on page 145. r 3 heights -► 4- /- -► FWG-3368S FWG6068 FWG6068R FWG12068-4• S R °FWG3380S FWG6080LL FWG608OR FWG12080-4• 4'-2" T-111/4" T411/4° 15'-9° Door Dimension (1270) (2419) (2419) (4801) Minimum` 4'23/a" _ 8 0" 8•-0° 15'-93�a° Roughbpening (1289) (2438) (2438) (4820) Unobstructed Glass 391/8" 391/e° 391/8° 391/8" I ;g (single panel only) (994) (994) I (994) 1 1 (994) I i 3 heights —► F t -� r I S L R FWG4380S FWG8080L FWG808OR 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 buildingwraps,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. y, iM 144 e�. FRENCHWOOD® GLIDING PATIO DOORS Two-Panel& Four-Panel Frenchwood®Gliding Patio Door Opening and Area Specifications Stationary Frenchwood Gliding Patio -';;'_ •`; I clear Opening in Full Open Position Door Area Specifications j. 'Door .: Clear Opening ( Glass Vent Overall Door Number Area Width Height "Area Area Area S .Ft./(m3) Inches/(mm) I inches/(mm) Sq.Ft./(m�) Sq.Ft./(m2) Sq.Ft./(m�) Door Glass Overall Door q Number Area Area °'FWG5068 - 11.58 (1.08) 22%- (562) 75 3/E (1915) 18.52 (1.72) 11.58 (1.08) 32.71 (3.04) Sq.FL/(mz) Sq.Ft/(m3) 14.72 (1.37) 28% (714) 753/,' (1915) 23.78 (2.21) 14.72 (1.37) 39.34 (3.66) FWG2968 9.26 (0.86) 17.67 (1.64) :,FWG8068'.,•.. ` 21.00 (1.95) 40% (1019) 75% (1915) 34.30 (3.19) 21.00 (1.95) 52.59 (4.89) FWG3368 11.59 (1.11) 2098 (1.95) •' i. -FWG10068 : 23.42 (2.18) 443/," (1137) 753/e (1915) 37.04 (3.44) 23.42 (2.18) 64.59 (6.00) FWG4368 17.15 (1.59) 27.60 (2.56) FWG1206B 29.70 (2.76) 563/: (1441) 753/e (1915) 47.55 (4.42) 29.70 (2.76) 77.94 (723) .FWa29611 9.68 (0.90) 1831 (1.70) ,4616068' ' 42.27 (3.93) 803/a' (2051) 753/a - (1915) 68.60 (637) 42.27 (393) 10434 (9.69) FlVG33611_ 12.43 (1.16) 21.74 (2.02) FWG50611 '< 12.04 (1.12) 22% (562) 783&' (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) 283/e (714) 783/,6° (1987) 24.86 (2.31) 1531 (1.42) 40J6 (3.79) FWG2980 11,60 (1.08) 21.22 (1.97) :�FWG80611,•. -�' - 21.84 (2.03) 40% (1019) 783/r6 (1967) 35.85 (3.33) 21.84 (2.03) 54A9 (5.06) FWG3380 14.90 (1.38) 25.20 (2.34) .z ifFWG100617.J.a - _ 24.36 (2.26) 443/e' (1137) 783/16° (1987) 38.72 (3.60) 24.36 (2.26) 66.93 (6.22) FWG4380 21.49 (2.00) 33.16 (3.08) "FVJG120611`" 30.89 (2.87) 56 3/; (1441) 78 3A6 (1987) 49.71 (4.62) 30.89 (2.87) 80.66 (7.49) •Dimensions in parentheses are in square meter ,1�1 FIN G16061.1 - 43.95 (4.08) 803/." (2051) 781&' (1987) 71.71 (6.66) 43.95 (4.06) 108.12 (10.04) `-='FWG5G80 J;' 14.04 (1.30) 22'/e (562) 91% (2321) 23.20 (2.16) 1U4 (1.30) 3929 (3.65) FWG6080_... -:c '; 17.85 (1.66) 28r/e (714) 913/e (2321) 29.80 (2.77) 17.85 (1.66) 4725 (439) �'FWG8080�.•., �'_ - 25.46 (237) 40y8 (1019) 913/e (2321) 4298 (3.99) 25.46 (2.37) 63.17 (5.87) ^"(, -'FWGtODSO - 28AO (2.64) 443/a (1137) 913/e (2321) 46.40 (431) 28.40 (2.64) 7759 (721) iWG12080' ': -' - - 36.01 (3.35) 563/4" (1441) 913/e (2321) 59.60 (5.54) 36.01 (3.35) 93.51 (8.69) („ -'FWG16080 "' ".• 51.24 (4,76) 803/a (2051) 913/e (2321) 85.96 (7.99) 5124 (4.76) 12534 (11.64) •Dimensions in parentheses are in millimeters or square meters Frenchwood®Gliding Patio Door Details Scale 11/2"(38)= 1'-0"(305)-1:8 StS` Active Panel Stationary Panel t7 11 r� 5 7h8"(138) 5 7/i6"(138) v; 13/4"(44) 13/4"(44) 49/16"(116) I _ ' Jamb Depth (33) ji• 33) 4 Jamb Meeting Stile Jamb 31/8 31/8" 53/8"(137) (79) (79) 53/8"(137) Jamb lamb 3/s" 10 Unit Dimension Width 3/8'(10) 3/8" -11 Unit Dimension Width 3/8' ( ) Minimum Rough Opening Width (10) 1 Minimum Rough Opening Width (10) Horizontal Section Horizontal Section Stationary Two-Panel Auxiliary Stationary Panel Active Panel Active Pane) Stationary Panel Foot Lock •i •41A. It 16)jamb depth r measurement is from back side ,! of installation flange. - •Ught-colored areas are parts 3t included with door.Dark-colored _ alt, �t areas are additional Andersen' i parts required to complete door 115 Right Hand Jamb assembly as shown. Jamb Left Hand ' g •Rough openings may need to ;s Meeting Stile Astragal Meeting Stile be Increased to allow for use of ' building wraps,flashing,sill t 3 1/8" 3 1/8" 4 9/16" 4 9/16" 3 1/8" 3 1/8" panning,brackets,fasteners or 53/8°(137) (79) ; (79) (116) (116) (79) (79) 53/8°(137) other items.See Installation Information on pages 210.211. Unit Dimension Width 3/8" •Details are for illustration only and are not intended to (10) Minimum Rough Opening Width (10) represent product installation � methods or materials.Refer to product installation guides at v andersemvindovrs.com. Horizontal Section •Dimensions in parentheses are Four-Panel in millimeters. 146I, • AnderserimTECHNICAL DATA Andersen NFRC Certified Total Unit Performance(continued) For current performance information,please visit andersenwindows.com. Andersen.Product. High-Performance Dual-Pane GlassType I U-Factor'{ SHGCz I vra 1 Andersen Product, High-Performance Dual-Pane GlassType I U-Factor'I SHGC1 ( VP - j without Grilles 0.27 0.33 0.58 , j Without Grilles 0.30 0.24 0.40 ' w Simulated Divided Light Grilles 0.27 0.30 0.52 'v Blinds-Between-the-Glass• 0.34 0.24 0.41 Fnelight7 Grilles 0.27 0.30 0.52 # Simulated Divided light Grilles 0.30 0.21 0.34 Full Divided Light Grilles 0.28 0.30 0.52 FFnelight'Grilles 0.32 0.21 0.34 Without Grilles 022 0.32 0.56 F Full Divided light Grilles 0.31 0.21 0.34 42 Simulated Divided Light Grilles 022 0.29 0.50 - 1 Without Grilles 0.27 0.23 0.39 S s Finelight Grilles 0.22 0.29 0.50 W 3j Simulated Divided light Grilles 0.27 0.20 0.34 400 Series 3 Full Divided Light Grilles 0.25 0.29 0.50 • `w o = Finelight Grilles 0.27 0.20 0.34 .Fl.Aframe Nlindows '400 Sedes•Frenchwood'. . Without Grilles 0.27 020 0.31 ,Htoged Inswing'''`: 3 Full Divided Light Grilles 0.29 0.20 0.34 MID-4-17' w Simulated Divided Light Grilles 0.27 0.18 0.28 Patio Doors -- Without Grilles 0.30 0.15 0.22_ Finelight Grilles 0.27 0.18 0.28 AND-N-10 W j Simulated Divided Light Grilles 0.30 0.13 0.19 { Full Divided Light Grilles 0.28 0.18 0.28 Finefight Grilles 0.32 0.13 0.19 without Grilles 0.26 023 0.52 I Full Divided Light Grilles 0.32 0.13 0.19 W m Simulated Divided Light Grilles 026 021 0.46 Without Grilles 0.30 0.16 0.36 rn j Finelight Grilles 0.26 0.21 0.46 W Simulated Divided Light Grilles 0.30 0.14 0.31 Full Derided Light Grilles 0.27 0.21 0.46 - 9 E Firelight Grilles 0.31 0.14 0.31 Without Grilles 0.22 0.22 0.51 ' Full Divided Light Grilles 0.31 0.14 0.31 w w' Simulated Divided U�t Grilles 0.22 020 0.45 s 1, without Grilles 0.27 0.16 0.36 z�I WSJ E= Finelight Grilles 0.22 0.20 0.45 _ Simulated D'nrided Ughl Grilles 0.27 0.14 0.30 N 3 i Full Divided light Grilles 0.24 020 0.45 _ :E i: Finelight Grilles 0.27 0.14 0.30 j Without Grilles 0.29 0.35 0.61 w 3 Full Divided Light Grilles 0.29 0.14 w Simulated Divided Light Grilles 0.29 032 0.55 Withouf Gdlles 0.31 0.22 0.36 Finelight'Grilles 029 0.32 0.55 W Simulated Divided Light Grilles 0.31_ 0.20 0.32_ _ Full Divided Light Grilles 0.30032 0.55 o Finelight'Grilles 0.31 0.20 0.32 _ • j Without Grilles 0.24 035 0.60 Full Divided Light Grilles 0.32 0.20 0.32 w 9 Simulated Divided Light Grilles 024 031 0.54 Without Grilles 0.27 0.22 0.36 o= j Fneright Grilles 024 031 0.54 w Simulated Divided Light Grilles 0.27 0.19 0.31 400 Series Complementary J 3 Full Divided Light Grilles 027 0.31 0.54 - i Finelight Grilles 027 0.19 0.31 Specialty Windows Without Grilles 0.29 0.22 0.34 400 Series Frenchwood' - 3 Full Divided Light Grilles 0.29 0.19 0.31 400 seder Casement Awning Q Simulated Divided Light Guiles 0.29 0.20 0.30 Patio Door Sidelights Without Grilles =0.31 0.14 020 &Picture Windows o in - - - w L Finelight Grilles 029 0.20 0.30 "AND-N-64 - Simulated Divided Light Grilles 0.31 0.13 0.18 qN0-r•{ios J Full Divided Light Grilles 0.30 020 0.30 9 Finelight Grilles 0.31 0.13 0.18 j without Grilles 0.28 023 0.55 - _ I Full Divided Light Grilles 0.32 0.13 0.18 W j Simulated Divided Light Grilles 0.28 0.21 0.49 - - . _ Without Grilles 0.30 0.15 0.33 Finelight Grilles 0.28 021 0.49 w Simulated Divided Light Grilles 0.30 0.14 0.29 Full Divided UghtGrilles 0.29 0.21 0.49 - �E Fnelight Grilles 0.31 0.14 0.29 Without Grilles 0.24 023 0.54 Full Divided Light Grilles 0.31 0.14 0.29 w' Simulated Divided light Grilles 0.24 0.21 0.48 _ j Without Grilles 0.27 0.15 032 o E_• Finelightded Ugh[Finelight Grilles 0.24 021 0.48 .. W Simulated Divi Grilles 0.27 0.13 0.28 c� Full Divided Light Grilles 0.27 0.21 0.48 E= Fnelight Grilles 0.27 0.13 0.28 1Ydhout Grilles 0.28 037 0.64 "BF Full Divided light Grilles 0.28 0.13 0.28 w Simulated Divided Light Grilles 0.28 033 0.57 _ - Without Grilles 0.29 0.24 - 0.39 o Finelight'Grilles 0.28 033 0.57 � Simulated Divided Light Grilles 029 0.21 0.35' - J Full Divided Light Grilles 0.29 0.33 0.57 .. .• , - 3 Finelight'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 Simulated Divided Light Grilles 0.23 0.33 0.56 Without Grilles 0.27 0.23 0.38 o= ! Finelight Grilles 023 0.33 0.56 -• W Simulated Divided light Grilles 0.27 0.21 0.34M 400 Series complementary Full Divided Light Grilles 0.26 0.33 0.55 .- s Finelight Grilles 027 0.21 0.34 Specialty Windows Whhout Grilles 0.28 0.22 0.35 400 Series Frenchwood• 3 j Full Divided Light Grilles 0.28 0.21 0.34 400 Series Double-Hung e . w Simulated Divided Light Grilles 0.28 0.20 0.32 Wdhout Grilles 0.30 0.15 0.22 Wiindows&Patio Doors o r'n patio 65 Transom; - ANDN-IDS Fnelight Grilles 028 020 0.32 ;pmo-N-ss w j Simulated Divided Ught Grilles 0.30 0.13 0.19 - Full Divided Light Grilles 0.29 020 0.32 - _ `" Finelight 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 Simulated Divided Light Grilles 0.27 0.22 0.51 '_' e Wiout Grilles 0.29 0.16 0.35 E Finelight Grilles 0.27 022 0.51 W�n Simulated Divided th light Grilles 0.29 0.14 0.31 Full Divided light Grilles 0.28 022 0.51 E Finelight Grilles 0.30 0.14 0.31 Without Grilles 023 024 0.56 - `" Full Divided Light Grilles 0.30 0.14 031 oSimulated Divided Light Grilles 0.23 0.22 0.50 W? Without Grilles 0.26 0.15 0.34e x; Finelight Grilles 0.23 0.22 0.50 - ,- Simulated Divided Light Grilles _0.26 0.14 030 "3; Full Divided Light Grilles 0.26 022 0.50 - _ E i Fnelight Grilles 0.26 0.14 0.30 W ,u huge 026 0.44 Full Divided light Grilles 0.28 0.14 0.30 Blinds-Between-the-Glass, 0.36 0.24 0.40 r cronGnuedon next page Simulated Divided light Grilles 0.30 023 0.38 i Fnelight'Grilles 032 0.23 038 •'Low-E4'SmartSun;•'Low-E4;'"Low-E4'Sun'and Hemlock'are Andersen trademarks for'Low-E"glass. Full Divided U@it Grilles 032 023 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 0.27 025 0.43 less heat is lost through the entire product.Window values represent non-tempered glass.Use of tempered Simulated Divided Light Grilles 0.27 0.22 0.37 glass can Increase U-Factor ratings.See andersenwindows.com/nfrcforspecific performance'values.Door o d Finelight Grilles 0.27 0.22 0.37 values represent tempered glass.2)Solar Heat Gain Coefficient(SHGC)defines the fraction of solar radiation Sarin F enc wend' admitted through the glass both directly transmitted and absorbed and subsequently released inward.The in,,Patf� s Full Divided Light Grilles 0-29 022 0.37 lower the value,the less heat is transmitted through the product.3)Visible Transmittance(VT)measures how n without Grilles 031 0.16 0.24 much light comes through a product(glass and frame).The higherthe value,from 0 to 1,the more daylightthe AND.N-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 overthe 380 to 760 Finelight Grilles 032 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 by 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 a Finelight Grilles 0.30 0.16 0.34 industry standards or requirements,this data may change overtime.Ratings are for sizes specified by NFRC - -9 E for testing and certification.Ratings may vary depending on use of tempered glass,different grille options, Full Divided Light Grilles 0.31 0.16 034 glass with capillary breather tubes for high attitudes,etc. . Without Grilles 0.26 0.17 039 *Available for select patio door sizes.Data based on blinds in full open position. W rn Simulated Divided Light Grilles 0.26 0.15 0.33 c� 9 E= Finelight Grilles 0.26 0.15 0.33 Full Divided light Grilles 0.29 0.15 033 205 i TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND DESIGN SEISMIC SUBJECTTO DAMAGE FROM WINTER ICE SHIELD FLOOD SNOW DESIGN DESIGN UNDERLAYMENT HAZARDS LOAD CATEGORY TEMP. REQUIRED SPEED TOPGRAPHIC SPECIAL WIND- B WEATHERING FROST TERMITE 13 YES ZONE (mph) EFFECTS WIND BORNE LINE REGION DEBRIS DEPTH ZONE i 30 psf 130 YES YES YES SEVERE 3'-0" MODERATE TO HEAVY MANUAL J DESIGN CRITERIA ELEVATION LATITUDE WINTER SUMMER ALTITUDE INDOOR DESIGN HEATING HEATING COOLING CORRECTION DESIGN TEMPERATURE TEPERATURE FACTOR TEMPERATURE COOLING DIFFERENCE COOLING WINDVELOCITY WINDVELOCITY COINCIDENT DAILY RANGE WINTER SUMMER TEMPERATURE HEATING COOLING WET BULB HUMIDITY HUMIDITY DIFFERENCE Slab Site Preparation The area where the slab is to be installed is to be excavated to the necessary elevation to meet the final top of slab elevation shown in the Architectural drawings The areas where the slabs are to be installed are to be Proof Rolled in accordance with ACI 32.111.The Architect is to be notified if unacceptable soils are encountered during excavation if Proof Rolling produces results that exceed ACI standards. The excavated areas along the stem walls and footings are to be back filled with clean material and mechanically compacted with clean fill in 6 inch lifts.Each layer is to be compacted to 98% modified proctor. Slab Notes Isolation joints are to be installed between the slab and walls.Use preformed joint filler that is to be cut Y2 inch below the slab surface and the resulting joint is to be filled with an elastomeric joint sealant. The welded wire reinforcement is to be placed in the top third of the slab and is to be adequately supported by precast concrete bar supports to assure that the reinforcement is held in position during concrete placement and finishing. Notes 1- All concrete 3,500 psi after 28 days minimum. 2- All Rebar ASTM A-615 Grade 60. f 3- Footings are to be installed on undisturbed virgin soil.The bottoms of all footings are to I be installed a minimum of 3'below grade unless indicated otherwise- 4- Al Snap off form ties are to be removed and remaining openings are to be sealed/grouted. 5- The Foundation contractor shall coordinate with the electrical contractor relative to installation of sleeves and other penetrations prior to pouring concrete. 6- The Architect is to be contacted if unacceptable or questionable soil encountered during excavation.Unacceptable soil is soil containing clay and/or organic material 7- Backfill along foundation walls is to be clean material and is to be mechanically compacted in 6"lifts to 95%of maximum dry density. NOTE: ALL INSULATION TO CONFORM TO TABLE R402.1.2 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT. THESE ARE THE MINIMUM REQUIREMENTS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF AP R V (E ED AS NOTES - scI ^I n Trn����a Z�A DATE: B.P.# .T %G BOARD FEE:J 7 o u ;Z• F.r. OUTHOLD TOWN TRUSTEES - oC NOTIFY BUILDIN;:, Gi- MENT AT ' .N1�.D-EC `� c^`, O 765-1802 8 AM TG ; P;v� FOR THE c" o�� FOLLOWING INSPECTIU�tS: 1. FOUNDATION - T's`k0 ?EQUIRED rn 1 FOR POURED CONCRETE M 2. ROUGH - FRA.•!iNIG & PLUMBING ''�,'"�_" 300 . 4. FINAL -INSULATION OCCUPANCY OR �� COPJST^�: "4 MUST BE COMPLETE F3 .0 USE IS UNLAWFUL All exterior lighting U r ALL CONSTRUCTION Sr,ALL MEET THE installed, replaced or REQUIREMENTS OF THE COCCES OF NEW WITHOUT CERTI FICA i . repaired shall conforJil -90 c YORK STATE. NOT RESPONSIBLE FORn �, to Chapter 172 � DESIGN OR CONSTRUCTION ERRORS. OF OCCUPANCY 0 of the Town Code RETAIN STORM WATER-RLMOFf I�• 14- 14" P1ooF . PURSUANT TO CHAPTER 236 OF THE TOWN CODE. 8 AT N 1 $ATH 2 BATH 3 PWD R, ZH. 2L 2.. ---- ELECTRICAL INSPECTION 3y 3 2. hISPECTION REQUIRED 3" :V Ln .N I/i far FLOOR . QJ 0 2" 00 � G.O , TO Ezra. S&PTIC.. Plumbing Riser Diagram I�-i- S. PLu BERCERTrr. _'' "ION LEAD CONTE!, ,- ARE O il__.,_..---------------_..__. _ CERTIFICATE OF PLUMBING SOLDER USE? 'ALL PLUMBING WASTE SUPPLYSYST" t.` VJT &WATER LINES NEED EXCEED 2,l? cr 7. w z T rING,BEF0RE.COL'ERING`.< < . Az LLI AL PrODosed Garage Addiflon �r ��®� Alterations � �3 4 350 Harbor Lane, u hogue, N.Y. 11935 S.C.T.M. 1000-097.00-0006-005.000 itom• ELorL 70P Cf- WAU- D 00DEIE5f6 OF ROOF. 5 HUD P'M . CTA2A�1✓�•�\ i" AL-IC iQ LOoR w�TOP sTE TO BAS M E4,1T o Vzz PLY D. C2 2'x Suzpc S @ I!�" oc , •„ 5oL.1A GMu o1.t T 5-0VA-" R.O. ►-2%a3'-0' r'Ro +�! 1�oXUL soF U SOUND Jsbwo Actz; SLE �r✓r�. x-rG- G,&P- Cr- FLooi` I Ewa GocogL- I ( 1 I ' AS] ' _ _ BB_ Section (2)- 2'xIo"un� i -77 -2�';N . �I �; ( SZlto P-EGQ0W-C 1 IJ i�l B 2'-7%g"+•� (o:D i4„1z..o. 1 27``g't rtitit_"1 ,� �ASE Nt:ErJ`j- ,A-t,SO JE?%TCr, VJA L L 'TO E& GUI" a I TG H E-0�t w 1 i;.1Gi-. J �. To 3, 0., OVER- 1.1Ek1 1 V5E.DP-00M Iq b °P L 1 tit. 2-4"x fo-S'' ' , . 14R ' -t 'o S C7 „'� ;0" A G q" WO cohBUSTiBLES I -- � Z'-�. `G., 1JITHIiJ 2" of (� t - GHtM1.lE�{, • • : �!2 . .�f•h,' JTy2 ;5=�» iL7 �` _�-0", 6 r- 20 Hlta E ftRE RATLO M _ n-- - _GL. � SD/�,o iREBL Lip TD O� �0©R �►�5€l F GL0.5E:R. DO GL GL. WALL• TO U�IDF- It)EIs-, of tzooF La LD .FQ� s I .1� (iN r . . m IE-DROOHq�rep 4, Co r �e S/C G LDS I?-A a E. z 0 -C 5sea 4 X 1I q 2-0 it MIOROLLAH LVL• 472 � MDtsTt?PE R-5r5TAUT & �UH BDAM i= y To bL•L BATµ ROOM W4LLS 4 GEIL.f► a-, a q-o., x 8'-0" H _ z 00 `� o •`. Cn 10*TALL Z'tOI�U5 HAUIL.LE. k AGGD Y,rx �� _ LVLY �.a ' _ Ft F , u? 3 . 9 a. 2.0E tHiGROLLAH r-I R-15 INSULAT100 To EXTr~RIoR• WALL y In ,,�, x P,-21 11JSUL.-To 9EW la Mklok. GrAPAGE WALL. �, NDD iTIOW, � � O j Or IiJS-t ALL PpGicWrx>t, '`SQ �'u'soUUD' TD QL.t. CIOO iv - 4.�ZTv d'tv °I 1uT Est ldP- BATH f�011 WA"S. •�' O (2)-2'•x �' WD ' 3446 A !r OXI E O. L1L11U� L I d4 Ti- -0 Q I o HOLD pawn P000�A.7-t01J yJ4LL. I Q loon Pla - nA _ A� _ - - - - - �- SGALE IL i h,LT E P-4,T ION (1NTE R10?) - a Legend 4-�.+.-b�Q-�'+ - - - - - - -- - ,ds�a-te•-•••M-rrt f-- �� �' 3' 1z.0. �. E r�T•H I - .43 Sa-_ Fr. ---------__-_ TO SE p-E:MoVF-D ' BF-DR00H 3 -- 20 Su.- Fr. (CLOSET) i BATH 2 -- 4.1 !&o-, F'T. Foundation Plan ( A,DU IT10la) sr-A.L- /4'. r:a EX16TI NCr WJ %LLS ( - �TH 3 - $(0 S5 . FT - Wvs NEW WAL.Ls ' MUD R00H - III Sa. FT. Raor- SHIWGLE TO s✓ &TCO QQ5T1I.IC4- 01.E '"` 1P sy&TEM F-06F SHF-Al -- '/i' T-H, $ �xTG. FOU13 hA.T101.1. WALLS. T6pE 00 2"K&" A.F d 2 Poor RA LRS• WSTALL 4 DD I T I OW : . G&lr L�Ak- BAP-W LP- ALou� F VEs PL Z.1 MLTERZ �a-v Ak�S V4LLL\{S, THE LEAL EA2PJLP 5HALL :w::".t pa :e. NEb.� �O[)I.�DATIDt,1 I,JALI.S• I C-e'b.P-ACC E - &2. Sa.F-r 12 EF-X'rEt•.!D T»o A ppoIOT NOTLE>5S 0 001R 71tpIMP-6 T D21p Eb;L-@��. 2i E-&V l~S 4 R,k-E5, D P-1 P �E 1 I' x K Fesu z'�8'"D• • # 2 GLG Ts.� b'n.c. _ SHALL Ov>~.t p A- LF..ASF - 3"4s; SWALL BE GAP, gti dL)Gt! Nrr.bl Top �L11TF:5 ~' FesTL1JED -J� Ro0r11?Gc- �� ALIGiJ LL�iAS . wl EXISTItJ4 1!AILS 4 0.c. 10 A f 4L1GU( TWO R-u W PATT , F�sc,1a. GE D A P• s F-t i►.16E F-S. TO M A�"GH G)M 0LA � No mr::511 C1,=v- BK E>r-Aj Ar-trLI o- O�,A`/KG. 01� t/a' 4DVhUT1=tom f�R? W4LL s4z%M 014 STUDS AS o ,(0' i 2"4 to A COL. S)Lt. PL.T. W) Co p.R-Tcx. % TERNI7L 5HIF-L1) JiJ FOAM $rGl AL14u Top OF Pr~ wr6/8 W FoU bTJ N Gk-sv- w/ 6/$ :11 A aklop.. SOLT's � 1rtAt�. �(f >✓,xT�, 1'-O FRD H G021J C S 2$"o,c. 0 LBF�S Wb-SHI:•RS (TYP) g C. FQUf4b. WALLS ,0 0 ps) ,° ta� L&B 35po s ) t,><(o o 3 0 � '�, 6 T+�, co c, s 1.� � .. A w �Y W P GorJ+jE .rrc� :° 'e/ry W.�?.H. f�r1up. `d1� 2 .SA�iD 8D o � - A, a� o t�;'IJ ,c s ?N, p G. FTC". JI)-14 � �a MIL.}{�014 Y& BAQZILE L O►A 4',ZA1W � th Qr-I3AI~ NI1 . OLWO 'to WALA. 81-- �` 95`. GOMPAGTED, •.►'r M eQ Dts.MPWOFED E0 TOP OF n4- TD �1-�= F� J�sNLQ sir bect ionQTl��- O C n �roposed Garage Addition Interior Alterations to � W� -n. 350 Harbor Lane, Cuthogue, N.Y. 11935 r� r�,.�Z S.C.T.M. 1000-097.00-0006-0Q5.000 �d # ti GENr�.4�-�QtiJI T!ON` UNLE55 07HERWI5E NOTED, GGNCRAL FIREPLACE_ _ASPHALT R_OOF_5H!NGLE5_ 20I5 IEGG -AIR LEAKAGE: CONDITIONS Or THE CONTRACT FOR, FIREPLACE OPENING AND FLUE SIZE INSTALLED AS PER SECTION Ra05.2 -JOINTS, PENETRATIONS, AND ALL M°N!MJM DESIGN DEAD LOADS`AS FIR ASGE 7-05 CONSTRUCTION,AIA DOGUM:NT-201 TO BE AS iNDIGATED ON 0RAWiN55 CF THC INTERNATIONAL RC5IDCN7IAL CTH{R SUCH OPEMN&S IN THE 4/B7 SHALL APPLY. Tc_ CON'•RAGTCR PROVV'DE: OUTSIDE CGMB_1J5T;ON AIR GODS ALL SLOPED ROOF SKSISLES I5JELDING5 CN'/ZLOP' THAT ARE COM%PGtv ( NT pe SHALL OBTAIN GER IF'.GATE OF i^iITH b"r;UCT AND DAM!PEtR EACH 51DE SHALL SE GAF-C_A55-A ASPHALT e0_5�_E5 OF AIR LEAKAIV M.:ST BC ��) OCGUPANGY.SUFST•T'JTIONS 5HCJLD FOR A TOTAL REECCVERY GAPAGiTY ROOF SH!NSLE5 OR APPROVED SEALED. G E I L I N G 5 NCT BE MA= WITHOUT WRITTEN OF ISO GFM MIN. MAENTA;N MAX!MUM EOJAL. SHINGLES SHALL OF ALLIED -R-ECESSED LIGHTS M1J57 OE TYPE IC GYPytM BOARD(1/2-ir.) (,p AUTHORIZATION Br THE ARCHITECT. 20 C> M INFILTRATION THROJGH TL-!E OVER 15x ASPHALT FELT WITH RATED AND INSTALLED WITH NO ------------------------- ---THE PREM15E5 SHALL BE KEPT FLUE WF-CN NOT IN USE PROVIDE GAF-^F-AT,HER-WATCH ICE AND WA R PENETRATIONS, OR TYFE IG OR NON-!G Y `s M BOARD(5/e,-In.) q,p RCASCNA3LY GLEAN AT ALL TIMES. FIREPLACE OPENING WITH GLASS BARRIER APPLIES A7 EAVES, RATED INSTALLED INSIDE AN SUSPENDED STEEL CHANNEL 5Y5TEM 2.0 AT THE GO✓FLET!ON GF WOR<,THE DOORS TO GONEORM TO THE 2Oi5 VALLEYS AND FLA5-iINO. ROC-ING APPROPRIATE AIR-TIGHT A55EMOLY CCNTR.AG N TOR SHALL REMOVE ALL IEGG.FIREBOX TO BE GOM"LETELY COTRACTOR TO PROVIDE ALL W ,5 WITH 0 " CLEARANCE-: FRCM G O V E R I N G5, ROOF, AND W A L L W,A5TE MATERIALS, TOOLS, RUBBISH, LINED WITH FIR!:BR!GK. PRO'✓'DE MIN. FLASHING NECESSARY FOR A GOMOU5715LE MATERIALS- AND ?" ASPHALT 514 NSLE5 - - 2.0 ETC.,GLEAN GLA55 AND LEAVE WO^'< ?5` FiR_EPLACE WALL TH!G<NL"55 WITH WATCR710+47 WEATHERPROOF JOB. CLEARANCE FROM IN5ULA-ION - SH_ATHiNG /2-in 2.0 BROOM CLEAN UNLESS OTHERWISE 4" NON COME).-57IBLC FIRE STOPPING ROOF ENO IS TO BE APPLIED iN 5TR'CT 2 -- "_ SPECIFIED. THE CONTRACTOR SHALL BETWEEN GOMCJSTIE:LE iNOOD FRAME ACCORDANCE W!TH THE: VAPOR RETARDER: P_YVvOOD(Per i/ n.� CARRY W0R<MAN'5 COMPEN5A70N CONSTRUCTION, MANUFAGTJRES 5PECIFIGATEONS -REQUIRED ON THE WARM-IN-WINTER RIGID ;NSJLATION, 1/2-in. 0.75 AND GENE''?AL LIAB!L1TY INSJ'RANCC. GONTRACTO�c SHALL 5'JPPLY COLOR SIDE OF ALL NON-VENTED FRAMED SIN&LE_P_SHEET WATERPROOFING MEM3R.ANE O.7 w. 7 ALL SHALL COMPLY W'TH STATE AN:i FOUNDATION WATERPs200FIN0 SANPLCS C- THE SHINGLES FOR CEILINGS,WALLS,AND FLOORS. -"-" LOCAL G07ES AND ORDINANGE5. THE' INSTALL TWO LAYERS Oi-TONELED ON CWNER'5 APPROVAL, PRIOR TO 5ITUM!NOU5.5MOOTH 5URFAGE 1.5 +�\ CONTRACTOR SHOULD FULLY c P_.• o- c qIDENTIFICATION: WATERPROOFING ME"!BRANE PIdERG---LA�5 MASTIC,(• Ems. S G. INSTALLATION. MATERIAL_ GUARANTEE His WORK AND THE WCR< _.5.G. 155 Ti'FC-i) MCMIDRANE TO BE -MATERIALS AND EQUIPMENT MUST BE FLOORS AND FLOOR FIN 1 5 H E 5 w WvnIM O^ HIS 5UBCONTRACTOR5 FOR A GONTINUOJ5 FROM TOP OF IhYULATiGN N5TALLED IN ACCORDANCE WITH THE PERIOD OF ONE YEAR AFTER FOJNZ)ATiON AND EXTEND TO LAi' AL I- CXTEfZEGR WALLS AN✓ ROOFS V-kWF-ACTURR= 'S INSTALLATION CERAMIC OR OUARRY rILE r"3/4-in.) J� ltl390N 13JiN COMPLETION 05 THE PROJECT UNLESS ON 1/2-in.MORTAR BED ECGC OF FOOTING. SHALL ?= INSULATE•^ W!TH FOIL INSTR:JGT!ONS. _ OTHERWISE 5PEGIEiED. ALL WORK FACED FiBER6LA55 BATT INSULATION -MATERIALS AND EOUIPtiIEN- MJ57 HARDhOOD FLOORING,7/i-in. _ a.p SHALL BE FERFORMED IN BY JOHN M.ANVILLE OR APPROVE::) IDENTIFIED 50 THAT THE COMPLIANCE -`-- - -- -- ACCORDANCE WITH GOOD BUILDING FIRE P OGKINC LINOLEUM OR ASPHALT TI-E,1/4-Ir. to PRACTICES. THE GONTRAGTCR SHALL FRE B_OGRING SLA_L BE PRO`J!DED, CQJAL,FOIL TO BE PLACED TOWARD CAN B_ DETERMINED. ---------- --- ----- WARM SIDE. PROVIDE I1/2" RIGID -MANUFACTURER MANUALS FOR ALL SUE;FLCCRENG,3/4--in. !INDEMNIFY AND HOLD HAP-MLF-55 THE AS PER SECTION R502.15 OF THE FOAM INSULATION ON ALL EXTER'OR INSTALLED HEATINS AND COOLING OWNER, ARCHITECT, AND THEIR RC5:DENTIAL CODE OF NEW YORK ., 5 FLOORS,WOOD 1015T(no plane-) 12-in. Ib-in. c O'JNDA^ON WALLS FROM FOOTING EOUI N.ENT AND SERVICE HATER JOIST SIZES fnJ O.G. C.C. AvCNTS AND EMPLOYEES FRG`? AND STATE, TO GJT OF ALL CONCEALED TO 6"BELOW FINISHED GRADE JNLESS H'ATINO ECU!PMCNT MUST BE ------ ( �, a AGAINST ALL CLAIMS, DAMAJE5, DRAFT OPENIN05 (BOTH VCRTIGAL OTHERWISE SPECIEIED.CARE SHOULD PROVIDED. 2x6 h 5 LOSES ANZ) EXPENSES, !NGLJDiNG AND HCRZCNTAL). BE TAKEN NOT TO DAMAGE -iN5JLATION R-VAL UE5 AND GLAZING 2xa 6 6 ATTORNEYS FEE5 ARISING OUT CF OR PROVIDE FIRE E'.LOC<'NG IN FG.NDATCN WATERPRO✓^FIND U-FAGTCR5 MJ5T BE CLEARLY -� RESULTING FROM THE FERr'ORMANCE CONGEALED 5PAGE5 C= 5TU.� WALLS MARKED CN THE BUILDING PLANS OR 2xIO T- - 7 6 OF THE WORK PROVIDED THAT ANY AND PARTITIONS, iNGLUCJ!NG FURRED CLvAS-5 WINDOWS AND DODq=- SPECIFICATIONS. 2x12 b 1 SUCH CLAIM, DAMAGE,L055 OR SPACES AT THE CEILING AND FLOOR TO B_ INSTALLED AS PER SECTION r R A M E F A R T I T I O N 5 EXPENSE (A) 15 ATTRIBUTABLE TO LEVELS. CONGEALED HORIZONTAL R30& OF THE RE51DPNTIAL GORE OF DUCT INSULATCN: BO✓IL1' INJURY, 5!CKNE55, M;5EAS•E FURRED SPACES SHALL AL50 BE FIRE SS ! w F cI -SUPPLY DUCTS IN UNGON0IT'ONFD hOOD OKc STEEL STUDS, II2-In.GYP.BOTH SIDES a.0 N.Y.S. ALL G_A�_ 5 TC B_ IN�JLA��D OR DEATH OR TO :NJUR<' TO 0R ELCGKcD AT iNTCRVALS NOT LOW-E UNLE55 OTHERWISE SF-GEFIED. ATTICS OR OUTSIDE THE BUILDING FRAME WALLS DC5TRLGTION OF TANS15LE PROPERTY EXCEEDING 10 FEET. ELAS5 SUBCONTRACTOR SHALL NOT MUST BE INSULATED TO R-P. EXTERIOR STUD WALLS: (OTHE'Z THAN THE WORK iT_.c_F INSTALL GLASS UNTIL PROPER -RETURN DUCTS IN UNGONDITIONCD INCLUDING THE L055 CR USE `?LJMM 'N, i-c c A,TIG5 OR OJT517=_ 7HE .'BUI-.DIN c 'T G_EARANG ARE FRGViD_C. AL� INSULATED,5i5-in.5,D;NG- !I.O RESULTING THERE FROM). (BI 15 CONTRA -OR _-'ALL INSTALL WAT_R SLIDING GLASS DOORS, 5KYLISFIT5 MJST BE INSJLAT'=D TO R-4. CAJSED IN WHOLE OR IN FART PY AN" SUPPLY AND SANITARY 5Y5TEM .AS AND/OR K!NDGWS AS RECJiR D BY -5UPPLY DUGT5 IN UNCONDITIONED 2xh I6-In.,c/ GYPSUM, NEGLIGENT ACT OR OMISSION OF T+,E INDICATED. PROVIDE HOT AND GOLD CODE,5HA-L BE IN5ULA`_D SPACES MJST BE INSULATED TO R-5. INSULATED,3!8-In. SIDING 12D CONTRACTOR, ANY SJE3C01471RACTCR, S-lUT-OFF VALVES AT ALL FIXTURES. `EMPERED 61 A55. ALL GLASS DOORS -RETURN DUCTS IN UNGCND!TICNED - ANYONE DIRECTLY OR INDIRECTLY A-L W'ATER PIPING TO HAVE AND WINDOW5 SHALL BE INSTALLED IN SPACES(EXCEPT BA5EMEN75) MUST 1EX7,rRIOR STUD WALL5 vN17H MC<VENEER 4b.0 F!,/' CD BY ANY Or THEN., OR CL-ANOUT5 A-ALL CHANGES OF cwl-R;GT ACCORDANCE WiTH THE: BE INSULATED TO R-2. • hC E-HTS OF MASONRY INCLUDE MORTAR BJT NOT�'LASTER. FOR ANYCNE FOR WHOSE ACTS AN!'OF DIRT GTION AND AT BASE OF MANUEAGTURES SPECIFICATIONS. ALL -INSULATION IS NOT RECU!RED ON PLASTER,ADD Sib/%t2 FOR EACH FAGC PLASTCRCD. VALUE5 THEM MAY BE- LIABLE REGARDiE55 VERTICAL WASTES. USE 4" CAST IRON WIN:OWS ARE TO BE CAULKED AND RETURN DUG75 IN EA5EMICNT5. GIVEN REPRCSCNT AVERAG`-5. IN 50ME GASES THERE 15 A OF WHETHER OR NOT IT 15 CAU51:0 IN THROUGH FOJKDATION WALL PITCHED SEALED AS PER 2015 EEGG CONSIDERABLE RANGE O= NMCHT FOR THC Sar r CON5TIRUGTION. PART BY A PAR"! !NDEMNI^iED 'MN. i/9" PER FOOT. TRAIMASTE R=OVRCMENT5. PROVIDE FLASHING DLGT CONSTRUCTION: HER NDEQ. ALL MATE R:AL PANS UNDER ALL SLIDER, DOORS,AND -.ALL JOINTS,SEAMS, AND 2016 EGG OF NEW YOR< STA a SIZES FOR FiXT R_S SHALL BE AS AS5EMBL!ES,AND METHOD C'- FOLLOWS: c I ! C BUILDR401. : PERMANENT GERTEFE GN - SHALL 10 AL AND I OD BY TIN W,NDOW.. WITHIN A E" OF AN EXTERIOR CONNECTIONS MUST BE SECURELY GON5TRL'GTiON INCLUDING BUT NOT DISH WA5H-ER 1 I/2" c< P i- FASTENED < � c BUILDER OR R=SiSTERED GE51GN PROFC5510NAL AND POSTED !N _.JR. A._. ALL EXTERIOR DOORS ARCWITH WCLD�, .A_KETS, THE ULtTY ROOM OR. OTHERC APPROVED LOCATION INSIDE THE LIMITED TO FORM-WORK, KITCHEN SINK I 1/2", T TO BE FULLY WEATHER-5TR'P'PF'O. MASTICS- (ADHESIVES), BUILDING. BLOC<4NORK,FRAM.NO, NAIL-iNG, LAVATCRY 1 1/4" PROVIDE ALL SCREENS AND MASTIC-PLUS-EMBEDDED-FABR!G,OR PLACING OF CONCRETE, ETC.ARE TC SHOWER 2" HARDWARE AS REOU'IRED. ALL GLASS TAPES. DUCT TAPE 15 NOT BE CAREFULLY SUPERVI5ED BY THC TOILE? 5" S TO BE: 'REE OF SICRAT CHE 5AND PERMITTED. R402.2.4: ATTIC OR CRAWL 5PAGE ACCESS - SHALL BE GONTRAGTOR TO EE SURE THEY AQ::: ALL S�STEMS TO HAVE ONE: 3" MAIN IMPERFECTiON5 AND GUARANTEE) BY EXCEPTION: CONTINUOUSLY WELDED AT!ER-STi`PF'CD AND INSULATED TO A LEVEL EQUIVALENT TO IN ACCORDANCE WTH THE DR.AAN NG5, VENT STACK IN,:REASED TO 4" THE MANJF,AGT.RER FOR A PERIOD OF AND LOCKING TIP[ LONGITUD`NAL THE INSULATION ON THE SURROUNDING 5'JRT.AGES. SPEG71IGAT,CNS, AF•P_IGABLE CODES T-41IR(7,0 f THE R00-. PRGVID` FROS- NO LESS "HAN 5 YEARS. ALL AiN=.O'rh5 JO'NT5 AND SEAMS ON DUCTS AND GOOD PRACTICE. DCVIATION5 PROF H05E-5155 AS iNDiCA?ED ON TC F3E AND�RSCN UNLESS INDICATED OPERATING AT LESS THAN 2" w. R402.4. AIR LEAKA�.E- DUILVN5 THERMAL ENVELOPE SHALL E Z: PLANS WITH EA-I..Y A C-75SICLE u- � GGNSTRUCTCD TO L*�!T AIR LEAKAGE TO <3 AIR CHANGES PER FROM THE DRAWINGS AN^. c c ' •�_ ' OT-E: ANT, (F00 PA.) SPC-G'MCATION5 WILL NOT BE DRAIN DRAIN-GOOKS. THE WATER -DUCTS SHALL o= SJPPCRTED EVER" HOUR. FERMI=:> W!THOUT WRITTEN SUPPLY AND 5EAAGE DISP05Ai i r_ AUTHORIZATION OF THE ARCHITECT. 5";TEM 5HALL COMPLY ?O THE O FEET_T IN A IN57RU TI WITH THE THERMAL ENVELOPE -THE COMPONENTS AS THE BJ!L E HI THE CONTRACTOR 54ALL E= APPLICABLE GCUNTY DCP.ARTMENT C MAO INO PL)CT INSTRUCTIONS. THERMAL ENVELOPE SHALL LE 402.4,LCD IN AGGOR REWIRED WITH RESPONSIBLE FOR THE SHOP HEALTH STANDARD AND F'f'`'i`'T!Al.:�_AI�?7_�TALN'\G -COOLING DuGTS WITH EX'�R;OR THE- CRITERIA LISTED 1N `ABLE�02.4.IJ. WHERE RcQ'JIR'=D BY c r THE 1=0LLONA6, i5 INCLUDED FOR THE INSULATION MUST BE COVERED WITH A GCDE CFFIGIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL DRAWiNG5 WHICH MAY BE NEEDED. RE0-JLATlON5. APPROVAL 07 ALL CONVENIENCE OF THE FAIN-INS VAPOR RETARDER. T o ALL DIMENSIONS AND CONDITIONS PLUMBING MUST BE GBTAI'NL'D FROM CONTRACTORS AND ON Y A= AN -AIR F! TC¢3 ARE RE�UIR-✓ IN -}C GOMPONCN S AND VERIFY GO'"'f, 'LiANGE. ARE TO BE-: FIELD V=4EFIED. AFPROFRiA-E _OGAL AJTHCRITtC5 INDICATION O^ THE TYPES Of' PAINTS RETi1RN AIR SYSTEM. 4n c c F CONTRACTOR TO REMOVE 4 PRIOR TO CONCEALMENT. PR'CR TO �, R O2.4.1.2: TC_T!NG - BJ.LDiNG OF DNICLLING UNIT SHALL B_ c REOUIRED FOR VARIOUS SURFACES. IT -TH' H✓AG 5Y5TEM MUST P2OV;D` A TESTED AND VERIFIED AS HAViN5, 3 A6H50 IN GZ4A, 5, A&A. RELOCATE AS REQUIRED ALL ORDERING CONTRACTOR .>HALL 15 THE INTENT 07 THE51E MEANS FOR BALANCING A:R AND e I eN r_ r EXISTING WORK WHICH INTZR`"ERE5 5L'PPLY GUTS OF MIXTURES FOR TEST.NO 51 ALL BE CON^✓JCTCD BY AN APPROVED THIRD PARTY. WITH NEW GONSTRI;GTICK. OWNERS APPROVAL. IN THE EVENT SPECIFICATIONS TO PROVIDE A WATER SYSTEMS. rTH COMPLETE FINISH. ALL PAINTED R402.4.4: COMBUSTION CLOSETS - ROOMS CONTA!NIiNG THA- THE OWNER GHAN�;.:�, TH` 5t R,17AGCS MJST BE FULLY COVERED TEMPE:RATJRE CONTROLS: Pi P c CONTRACTOR STALL CREDIT THE FUEL-SPURNING AP. LANCES REQU.R_ SPECIAL GAR_. _ 512E NORK IN A UNIFORM MANNER TO BE -EACH GWELLING UNIT HAS AT LEAST EXCEPTION: C!P=CT VENT APPLIANCE'S WITH BOTH INTAKE AND OWNER FOR THE FULL STAKEOUT IS TO BE FCRFORMEtJ EY A SUBCONTRACTORS COST FOR THE ATERIOR E3LE. ONE THERMOSTAT CAPABLE OF EXHAUST Pie=S INSTALLED G/ONTIN'�LS CC TO THE CUTSI LICENSEE SURVEYOR. 5TA<INS AN' INTERIOR WOOD SURFACES-APPLY TO AUTOMATICALLY ADJ USTING THC LAYOUT ARE TO EST.A6Ll5H ALL L'NC5 CHANGED UNIT. Li6HT_Y SA\✓C✓^ SvRFACCS, HALLS. SPACE TEMPERATURE: SET POINT OF R40332: DUCT SEALING, -DEPOTS, AR ANDLERS, AND FILTER AND BENCHMAR<5 VERIFY ALL (51VEN, DOORS,FRAMES, TR'✓ AND BASES, THE LARGEST ZONE. n SS- ?-c N`JA� r I OX__ 5HALL B_ �EALCD. DATA ON DRAWINGS. IN CASE OF CNE GOAT WOOD F LLER OR STAIN D15GREFANCY,RECEIVE SYSTEM TO BE DE51GN_D B, CTHEfS. AND TWO GOATS MCKLUS<Y'S ELECTRIC SYSTEMS: ? r_ a a PROVIDE PROPER SUPPLY TO ALL R 4G:.3.3: DUCT TE:T ING - CUCT5 SHALL BE PRESSURE-EETED TO CLARIFICATION FROM• ARCHITECT EGGSHELL F;N:SH NON-YCLLC.N'NG -SEPARATE ELECTRIC METERS ARE 7E F, c ROOMS d GONCGRM W.TH ALL STATE PCLYJR=THANE. REr�2J:RTC FOR EACH;SWELLING UNIT. DC �RMiEP IO LEAKAGE. PRIOR TO PROGE�DING. EX.,A'✓ATE AND LOCAL GORES. CX,.C. TION: DUG- L=AKAG= TEST 15 NOT ACQUIRED WHERE AND BACK F'LL FOR HORN !NDiGATCD GYP5UM BOARD- MINIMUM ONE GOAT THC DUCTS ANC AIR HANDLERS ARE LOCATED ENTIRE_Y WITHIN ON DRAWINGS.STOCKPILE TOPSOIL PRIMER,AND TWO GOATS FLAT PAINT. F IRE-PLACES: THE OU'LD!NG THEi?MAL ENVELOPE. OBTAINED FROM STRIPPING DRIVE:I'vAY EXTERIOR WOOD SURFACES- TWO -F REPLACES MUST BE INSTALLED AND EUILDING SITE. STOCKPILE ALL GOATS EXXTCRIOR GRADE STAIN. WITH TIGHT FITTING NON-COM3'J5TAELC R'4J355- LUILD!NG CAYITIC5 - SHALL NOT BE USED AS DUCTS OR FRA�IiNu Ati^-ROJGr{GA '?7NT?Y EXTER°OR EXPOSED M,_TAL- M;NIMEM F!REF_AGE DOORS PLENUMS CXGA DATED MATERIAL. NEW AND _ - - - _ EX15'ING- BACK FI-L MA`CRIAL A'N.^ JOISTS RAr-,E:Z5 ,AND STUD5 SHALL ONE GOAT ZING C_HgOMATE AND TAO -F'REPLAGE5 MUST BE PROVIDED TOPSOIL ARE TO BE FREE OF/NEEDS, BC GON57RUCT;ON GRAD[' 1✓10JGLA5 GOATS EXTERIOR ENAMEL. WITH A 5OJRGE OR COM0U'5T!ON A!R, R40F,4: MECHANICAL SYSTEM PIPING INSULATION -CARRY:NS TREE ROOTS, ROCKS AND DE3R15. FIR-SOUTH SELECT 57RLGTURAL. ALL ALL MAiLLRIAL SHALL CZ Or- BEST AS RECJIRED BY THE FIREPLACE FLUIDS>105°F OR t55'F INSULATE'TO R-P> MIN. ALL SURPLUS MATER AL THA'• IS WOOD SILLS AND WOOD IN CONTACT O IALITY PIT7S3;UR0H, PRATT 8 CON57RJG7ION PROVISIONS OF THE UNSUITABLE FOR BACK FILL MATERIAL WITH MASONRY SHALL BE: AGO.ALL LAMBERT, DUTCH BOY. GAB075, BJILDING CODE OF NEW YORK STATE, R403.6: MECHANICAL V_'NTILATION - THE BUILDING SHALL 5- SHALL BE R=MOVED FROM 74E 51TE. EXTER�OR SHE ATH!NG SHALL BE 1/2 MGKL'JSKYS,OR APPROVED COUAL. THZ RESIDENTIAL CODE OF NEW YORK PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF PROTECT ALL TREES W'THIN EIGHT GDX DO'UGLAS F!R PLYWOOD. CONTRACTOR 15 TO PROVIDE STATE- OR THA NEW YORK CITY !RC/!MG. FEET OF THE MUILDING. PROPER SUB-FLOORS TO BE 5/4" GDX SAMPLES OF ALL FAIN75 AND 5TAIN5 BU!LDIN6 CODE, AS APPLICABLE. THE MECHANICAL 4CNT!LATION RATE SI-ALL BE:NO GREATER APPROVALS M'U57 AE OBTAINED PLYWOOD EXXTZRIOR SHEATHING TO FOR ARC+ ITEGT'S AND/OR OWNERS THAN BEFORE CO`✓ER!!NG ANY EXCA✓ATED SE COVERED WITH "T`Cl✓E<" HOIJ_'Z AFDC, OVA_. SERVICE WA _cc HEATINS. 0.01 X CPA +-E 1 X(z OF'BEDROOM'5 + !) WORK, WRAP OZ APPROVED COIAL. BLOCK -WATER HEATERS W!TH VERTICAL `CFA = CONDITIONED FLOOR AREA STUD ;HALLS AT 1/2 STORY HEIGHTS GYM 1^ NAtL,�QAR FrPE R:5ZRS MUST HAVE A +-ICAT. TRAP CONCRETE BLOCK AND AT ALL UNSUPPORTED EDGES OF IN5-ALLED AS PER SEGTICN RT02 .2. ON BOTH THr INLET AND THE CJTLET R403.1: EQUIPMENT SIZING - F'FR ALGA MANUEL 5,BASED ON ALL CONCRETE BLOCK 15 TO HAVE PLYWOOD. PROVIC>E SCL!D BLGCKINS THROUGH R"i02.5b OF TI•+_ UNLESS THE WATER HEATER HAS AN LOADS CA-GULATED FER ACG.A MAN!,'CL J. "DUR-O-WALL" REINFORCING EVER" AND DIASONAL BRACING OF FLOOR INTERNATICNA_ RE5IDEN7IAL GCDE. INTEGRAL_ HEAT TRAP OR IS PAR OF THiRD COURSE-. FILL TOP COURSE JOISTS AT e'C.G. MAXI'-UM AND GYPS'M WALLBOARD APPLICATION A CIRCULATING SYSTEM. R404.I: LIGHTING- A MNIMUM OF 15% OF PERMANENTLY 50L! .. MORTAR MIX TO BE ONE PART SOLID ELOCKING UNDER ALL SHALL BE TAPE JOINT 5YSTEM. ALL -INSULATE G!RGULATING HOT WATER INSTALLED FIXTURES MU5T HAVE HIGH-EFFIC.ANCY LAMPS. PORTLAND CEMENT ONC PART LIME UNSUPPORTED EDGE5 OF PLYWOOD. GYPS,!;M BOARD TO BE 1/2" ON WALLS PIPES TO THE- LEVELS ON TABLE I. LOW-VOLTAGE LIGHT!NS EXEMPT PUTTY, AND SIX PARTS SAND.OR ONE ALL GAF PLATES TO BE GOJBLED AND I/2' ON GEILIN55 UN_E50 PART MASONRY CEMENT AN;7 THREE AND NAILED BOTTOM GAP PLATED TO OT-+ERWiSE INDICATED. FINISH JO;U75, CIRCULATING HOT WATER PARS SAND. END OF S7JD5. LAP GAP PLATES AT J-BLAD5. !NAIL DIMPLES, 60'2NERS -INSULATE CIRCULATING HOT WATER TAE3LE 2: MINIMUM INSULATION THICKNESS FOR HVAG PIPES GORNER5 WHERE FLUSH FRAM!NO�- AND EDGC5 SHALL BE TAPE✓ AND PIPES TO THE: LEVELS ON TABLE 1. GONGEETE OCCURS, USE '"I'N. 160.A SHEET METAL RECEIVE THREE GOATS OF JOiNT HIS PROJECT COMPLIES W;Tr THC 201 NO CONGRCTC OR MASONRY WORK JOIST HANGERS BY "I_GO" OR GOMPOL'ND. .ALLOW 24 HOL'R5 TO DRY HEATING AND COOLING PIPING !NT•E'�N.AT!CNAL R•FDEN'IAL CODE, FIFING SY5TEM F_U!D TEMP. !NSULAT•ON THICKNESS IN INCHES BY PIPE SIZ SHALL BE DONE DURING APPROVED EOJAL. ALL CORNERS TO BETWEEN GOATS. FINAL GOAT TO BE INSULATION: ADOFTF7 5" NCW PORK STATE, _ TYPC5 RANG- (F) 2" RJnOUTS I" AND LE55 I.25"TO 2"2.5 TO 4" TEMFE:RATURE5 OF 40 DEGREES F. BE MINIMUM 3/2h4 5TUD5. HEA�ER5 SAND= SMOOTH. METAL GCRNER -HVAG RFING CONVEYING FLUIDS _ _ TABLE t� T J i Tr- PIPES ?- S TAG__ 1: MININU. INSULATION THICKNESS FOR GERGULATIN,� HOT HA-ER Pi. ES- HEATING SYS EM,, AND FALLING. NO CONCRETE 5HALL SHALL BE MINIMUM 2/2X6 UNLESS BEAD TO BE USED ON ALL OUTSIDE ABOVE 105°F OR GHILLCD FLUIDS INSULATION TH!GKN[SS IN INCHES BY PIPE SIZES LOW PRE�SUREfTCNFCRATURE 20!-250 I.0 1.5 5 2.0 BE PL AGED ON FROZEN 5JRE-ACE5. NO NOTED ON FLANS. M!NIMvM BLARING CORNERS AND AROUND ALL BrLCN 55°F MUST B_ IN5L'LAT_D TO ADDITIVES SHALL BE ALLOWED FOR STUDS, JOISTS AND EEAM5 5HALL OPENIN'05. THE LEVELS !N TABLE 2. iN ACCORDANCE WIFH 201€+,IEGG RE51DENTI,AL HEATED WATER NON-CIRCULATING RJNOUTS CIRCULATING M.A!NS AND RUNOJTS LOW TEMPERATURE 120-200 0.5 1.0 1.0 15 WITHOUT WRITTEN FERMi5510N OP T-1E: BE 3 1/2". USE DOUBLE JACK 5TJ05 ENERGY EFFIG?ENO` GCDE.T1.0 PCCJCGT TEMPERAT"URC(F) UP TO 1" JP TO i.25" 15" TO 2.0" CV=R 2" STEAM CON:.CNS.ATC ARCH':=CT ALL CCNCR=TEE * TO FE FCR HEADERS OVER.FVE FEET IN LL_E_L _K.6 _ COMPLIANCE METHOD CHOOSEN IS TOTAL ! :5 i /FEED WATER) ANY 1.0 1.0 1.5 2.0 10-80 G LO 2 O MIN. 5�00 FS.:. AT 2e, DAYS 8 4,000 LENGTH. ALL WORK SHALL COMELY KITH T-IE UA-ALTERNATIVE AV A RE5GHEGK HAS BEEN 5- COOPING SYSTEMS �N�TI�S i-�G-160 0.5 0.5 I.0 i.� PS! FOR GARAGE SLAB. PROVIDE ALL NATIONAL ELECTRICAL GODC AND ALL I. OBTAIN ALL PERMITS PRIOR TO S MIT C7 InIITu TH_ES_E D_R__.AW!NG5. CHILLED WATER: RcFR'GEQANT 2C!-^50 I.0 i.5 5 2.0 S STATE, COMPANY I00-130 0.5 0.5 0.5 1.0 LEEELS AND FOUNDATION VENTS AS -i A,-,LC.AL, AND UTI_TY GJ, ANY THE START Or- WORRK. - --- ---- E REOUIRED BY NY5 GORE. UNLE55 CODES AND REOULAT!ON5. ALL AND BRINE 12G-2C0 OB 1,0 I.O 1.5 INDIGATED, ALL FOUNDATION GIRCU75 SHALL BE MINIMUM 15 AMP. 2. ALL BEDROOM TO BE PROVIDED `O THE BEST or, MY KNOWLEDGE, BELIEF AND ----` -` FOOTINGS ARE TO BE A MIN. ,5" DEEP POWER WIRING SHALL eE MINIMUM' 14 WIT-{RC✓ E. SHELF ALL LINEN PROPES5'ONAL JUDGTMENT,THESE PLANS PROJECTING 6" ON EACH SIDE OF THE AWG. CONVENIENCE O'J7LET5 SHALL GL05ET5 TO BE PROVIDED WITH 5 AND/OR SPEGIFEGATION5 ARE: IN COMPLIANCE T FOUNDATIONS CHAPTER 4 DESIGN FOJNDAON WALL. PROVIDE TWO #4 BE LOCATED 12" ABOVE FINISHED ROWS OF SHELVES. w/THE 204S, !IEGG, iii BASED UPON PRE5U4PTIVE LOAD DEFCRME7 BAR5 CONTINUOUS IN THE: FLOOR UNLESS OTHERA.5Z INDICATED. BCARtN:S• VALUES 07 SAND"GRAVEL FOOTING. ALL 4" THICK GONCRETF ALL SWITGI=ED TO B_' LOCATED 36" 5.DOOR TRIM AND BASE MOLDING AND/OR GRAVEL AT 2C00 L55 PER SLABS TO HAVE 6X6 10/10 WELDED ABOVE THE F N:SHEC FLOOR UNLESS TO MATCH E5(ESTIN6 S•CUARE FOOT. CONTRACTOR TO WIRE REINFORCING. ANCHOR 5OL75 IN OTHERWISE IND±GATED. SUPPLY CONSULT ENGINEER I= DIFFERENT 5G'!L CONCRETE SHALL BE H00<EC 5/&" X NOTE,: ALL NON-ENGINEER'=D LUM5EIR RCGO"ENDED LAMPS IN ALL 4. ALL BA-,HROOM FIXTURES AND '•HIS PROJECT GOMPUES WITH THE-: IN-ERNATIONAL MATERIALS ARE FOUND UPON 12" AT MAX. 3' G.G. PROVIDE BITUMEN TO BE DOIJGLAC-� FIR #2 Cc BETTER FIXTURES. FAJGETS TO BE SUPF' I[D RY OWNER IMEGHANIGAL GODC,GHAPTCR 12 THROUGH 24, EXCAVATION OR TEST HOLE, FOR EXPANSION JOINTS BETWEEN SLABS AND INSTALLED BY CONTRACTOR THE INTERNATICNAL PLUMBING GOD=,CHAPTER ALTERNATIVE FOOTING AND AND FOUNDATION WALLS. 25 THROUGH 52, THE INTCRNAT,ONAL ELECTRIC FOUNJAT!CN WALL DE51GN 5. FINISHES TO BE SUPPLIED :CUE,CHAPTER 33 THROUGH 42. BY OWNER TABLE R602.30) TABLE R602.3(I) F'A5TENiN0 5GHEDULE I ASTENING 5ISHEDULE CONTINUED TABLE R602.3(5) 5(ZE, H_;GtiT AND SPAC.INO OF WOOD 5T.'05 Q 4L�--CR A*0..•PC <c4;IW OF KAE FV_-¢s ITp DE5GR•PTION Cr BJ:LD+:G ELE'_'."'S qF rASizNER cbc 5PAC'.4G-AND L,OCAT!ON GESLri:F-tON GY Bt'ILD(NS ELEMG rF-FAS'Et..Tii ak" - E1x�E_ NT&,oPcR S_,. eEAR!NG HALLS a. i I I NON�~rAR.NiG WALL ROOF (I51I 4-8d BOX(2 5 XO I!3-)OR HOOD StRLGTURAL PANELS,SUB,ELOOR,ROOF AND IKILRIOR WALL SHEATH:hS TO FRAMINS AND PARTICLE BOARD WALL MAX:". L M 5PAG(FiG MAXIMUM SPAGINFi WHEN MAXIMUM S11AG!NG INIHEN BLOCKING BETY E:N COLINO JO'5T5 OR RAFTERS 3-ed Gcl`etoN(2 K'XD.131•),OR c LATERALLY c , MAX!MJM S, AGiNG WHEN LATERALLY LATERALI--Y TOE NAIL SHEArH,vG TO FRAM;HTG[ TABIS RE,023l�3-or,WORD STR;GTL7iAL PANEL ExTEwoR WALL 5H._A.THINo rc HALL FRAM Nsl WHEN SJPPORTIN•� A _,1,lORT.IN(i ON-FLOCK, SUPPORTING TWO FLOORS, c 1 TO TOP F_A C 3-YX Box(2 6'xc_12fl);OR 5 UC �I4E A cc- �� SL' ORT!NG TWO UN5UPPORT`D UN5UPPOR i!=D 3-3"xG.t3!`NA LS =q TA K, 6a GOHMCN(2'xD nS')HA;L(s_•B'LOCR.HALL) b 121 ('kG+•''ES) trv_;1PPORTE/�G- STUD ROOt'-CEILING A�� MGL., PLUS A!ROGF-,�_ILING PL'J5 AROOF-CEILING HEIGHT (FE '/ OR A I-ABITABLE ATTIC ASSEMBLY OR A HAi31TABLE ASS•EMf3LY OR A HABITABLESUPPORTING ONE FLOOR STUD HEIGHT STLFJ HE1G'14T cd cOr+MON(2 1z"Xp 151;'NAIL IR.Oor) a r-r--- 4-gd sox(2 1•xo:'r')OR t ASSEMBLY,ONL','(INGHZ5) A-TIC,A55C*!BLY(INGI`n75,' ATTG ASSE✓ELY(INGHE5) HEIGHT fl(INGHE5,- a(FEET) d("EET) 2 CEILiN✓JGISTS T.o TOP PLATE 3-ed COMMON(2 6,131"),OR PFR JOIST'TOE NAIL 31 Dd GOMR-10N NAIL(2 K"``t0131') 6 12 3-IOd BOX(2 Ys`xO:2el).OR 5-5•XO 151"NA-5 52 iod GOH!M04 T"XO 14C'i NAIL:OR b 12 LSd(2 WxO.151•)M-ORMED NAIL CEILING".CIST NOT ATTACHC7 TO PARALLE-RAPIER 4-I0d BOX(3•40113')OR O-.-!-Z nA_:L 9HFATWN.i 3 LAP5 OVER PARTITIONS Ise&Se<t:o RB0231,RBO2 5.2 3-16d COMMON(3)'-'XO 162');OR FAGS NAIL 1 5'fFGAr T_R.t GELLLT_051G FIB;_�31Arv7 _re r C..7 and Tdilc RBO2 1011 4-3"XO 31'NA,5 g3 AT++ING GTAME'ER,OR i GRONN STAPL_16 ga- _ 6 Y• 04F• I GA-VA\:EC.:'NCO.'ING NAIL,Ao•Y_ J CCILINO JOIST ATTACHED TIC PARALLEL RAFTL-R 4 2%s: 5TR.-Jr. 2AL GOLDOj!G rle^_`FnOARD DIANS ERA OR I"CROWX STAPLE 16 go., 6 4 FACE NAIL(H=L JOIN?1 TATTLE R8C2 5 I(4) SHEATHING I ONE• -L Iso&5xlior:s R2A23.!,R80?s2 and Tables Rflj25.1(Q)) 16'6A�VANIZEp ROOFING NkL;5TA 55 K"GYP50M 5HEATHIN6 d 6ALVANIZED,1 K`LONG I Y<'S'.Ql=rtF. T T 4-1od BON(�'X012t5")OR TYPF W cz< 2X4 tO 241 16� -- 24 10 I6 S COLLAR TIE TO RAFTER.FACE NAIL OR i Y.'X 20 X ! d 1 s/'6ALVANIZCD ROOT;NG NAL;STAPLE 9° SHOd CAHs-tON fs K' 0-48');OR FACE NA;L EACH RAPIER 56 fib"gYPSUM SHEATHI NO 7 T R!D6E STRAP TO BAITER 4-3'x0,!31`HAILS 6ALVANIZED,1'�/&'SCREWS.TYPE W OR 5 2X6 10 24 24 16 2+ 1 20 24 Y-%-4D ST'R�r,"2'AL PANE:5 CC"k:INA-ON SUerLOOR UNc CF-LA'I✓ENT TO FRAMIND FOR 51. 1 INCH - 25A mm,I FOOT = 304.5mrn 5_*d BDx N1AL5 L-}"X0.135•)OR 2 TOE NAiL5 ON OW 54DE Y. a„ AND LESS, be DE OQ-NC (2'.XC_•O';\AIL.OR y :2 a.L•5TED HEIGHT AFC- CiSTANGES m-TV•L-'EN+:O!NTS LATERAL S:'PPOQT PLA:E:e PCRa'tiD!G;1:.AR TO IEEE PLAKC Or-T E WALL.FEARING;HALLS 5HIALL BE S-[GAIT-^CD ON NOT LESS THAN ONE 5-100 COMMDX NAILS O'XO.48').OR AND,TOE NA,'_ON OPPOS,TL - - 81 GOMM_^.N(2 iye'XO N')NA:L S! G 1 c, DE OR BRiD,,IFS SHALL HE INSTALLED NOT GREA?LR THAN 4 FEET APART MEASURE✓�%r_r=K LY'ROM E! NER Ev^Or THE 5 LD INCREASES I'\LN:JFPORT D hiEiGH"ARL PCRMITTLV b 4-I0 e Bpx NA!L5 29';N,OR 71rz �EP.C•t RAFTER 0R ad COMMON(2'.x0.01.1 NA L;OR IN GOMPL!ANGE In'T«+C.XGEPTiGN 2 OF SECTION Rb02�.( OR DE :�NED IN ACCORDANCE WITH AGGEP-ED ENGIN�EFLNG PRAGTIGC. RA'-ER OR ROOF'RUGS TO PLATE I � /` '/-'• 8d OCrORME3(2 6"XO.120')NAIL b i` b.5HALL NOT BE USED IN EXTERIOR WALLS 4-160(s}'XO.'S5')OR lOd CCMMON 13'XG.14e"1 NAIL;OR, c. A HABITABLE ATTIC A55EM3LY!Wkp'ORTED BY 2X4 STUDS 15 LIMITED TO A ROOT"SPAN OF 52 FEE-. hNtERE THE ROOF SPAN EXCEED5 92 FEET,THE WALL 511JD5 SHALL BE INGREA5EP TO 3-1120 COMMON Csl>zl148')"oil TOE NAIL 3Q IV-I Y.' 8d PMORMM(2)5'X0.120")NAIL b ': 2X6 OR THE STUDS 544ALL FF DESIONED IN ACCORDANCE WITH AGGEPTED ENV%EER!NG PRAGT!GE. a-tod BOX r5"x0.12V),OR T ROOF RAr-ORS TO RID6E,VALLEY OR HIP RAi-RS OR 4-3"X0,3:'NA,LS FCR 5 .nch a 25.:Ern 1 fort.904P.mm,1 MItiC PCR HOUR.044T m/9 11.y1<6 Hfi0 ROOF RAFTM5 TO MINIM"2"R D-SC p,EAM 3-I6d BCx(3:^XI 6'X)C'+ a NAILS AR_'9Mc0'tHLpNltgav,BOX GR GLTORMEP SHANKS ExCEPT WHETRE OTHERW SE STATED-NAILS USED FOR FRAMING AND SIiEATH1N7Ci TABLE R602.I0.4- BRACING METHODS i~M N�d 2-I6d GCNMOh(3 K•xO.fE_');OR ?OE NAIL CONh'EGTION5 5HA4.HAVC MININg1M AVERAGE BONDING YIELD 5TRENfiTH5 AS SHOF4N:80 KC,I FOR SHAM.DIVIM ER OF O 1Q2:NCH(20d - 5-!oil OR GO"•NON YA1L),PO K51 FOR SH,XNC D!A"C7ER5{ARE ER THAN O ld2 IW H 1'A„T Np'LARF. TNAY OJ?7 INCH.AND(00 KSI FOR SHANK i� CONNECTION GRI T'ERIA 3-5"XOJ3!"NAILS PIA-2EEMS OF O 142 INCH OR LE55 METHODS.MATERIAL MiN'MtJM TH!GKE55 FIGURE FA5 rNERS WALL b 5TAPLE.i ARE ib GAGE HIRE AND HAVE A MINIMUM!T/'b-INCH ON DIAMETER GROWN ADTt' Ibd GCMMaN 1`5 iz X0162"1 24'O G FRAGF NAIL < NAILS SHALL BE SPACED AT NOT MORE THAN b INCHES ON CENTER AT ALL V r-^PORTS K*CIZE SPAtl_A4.46 INGHCS oR'(LATER. d.FOW-FOOT BY 8-FC07 OR 4-100T BY II-FOOT PANELS SHALL BE APPLIED VEIRTICALLY. Cx'1E2CR 5HEATHIN5 PER / 8 5TUD TO STUD'NOT AT BRAG.WALL PANELS) I c.of AG10 IN OF FASTENER5 NOT INCLUDED IN rElf_;TABLE SHALL EC DASCD ON TAELE R602.3(2) TA5_ .DE R&O2 3(3) 6'EDOE5 12,F'ELOC(?`XO.t26'I,GYi 5'x0!91")NAILS Ib"O G.FACE NAIL 1.WHEIE,P T+r LLT:HA-pCCIGN WIND SCp IS 130 MP1+OR LESS,NAILS FOR ATTACMN3 WOOD 5-1gJGTLRAL PANEL ROOF SHEATHING TO Gs-MLP �dL� 6AELE E-V HALL FRAMING SHALL BE SPACED 6 INGHE5 ON CrNTM.Y+(CRC'HE ULTIMATE DESIGN KING SF=D 15 6R.=ATER THAN I3O H n CO\T'14_10X'tY 5HEATHC7 �8" � �ar.r•'r.e NAIL5 FOR ATTA,:.yiNG PANEL ROOT f4EAI`H�NO TO INTCRMEDIATC SJ-ORT5 SHALL BE BE SPACED 6 INCHC5 ON CENTER FOR MINIMUM 46 INCf WOOD STRUCTURAL PANEL INTERIOR ATWN6 PER a BOx('''Y�x0.s5")'OR 12'O G.FAGC NAIL DISTANCE rROM RiVC i--5,EAVES AND GABLE END WALLS.AND 4 iNc HES ON CENTER TO 6ABLE END WALL FRAMINE.STUD TO STD AND M HAING C�TV'i AT IN-LRS+_CTNv WALL _x0 9f"!14 LS YARIES BT FASTENER Q CORNERS(AT BRAGCD WALL PAt�!r-) g GY�N'!`.I,C.ATH,NG 5H,41 CONFORM TO ASTM G i54¢A(L'T SHALL EC INSTALLED!'A AGGJR.ihXGC WIT4 6A.;:3.FIC'_'R3CARL 5rEATfIN6 TABLE Rb029(U d R6O2 s{21 Ibd CCMN,ON(s K`XO.162"' Ib"O G.FACE NAIL SHALL CONFORM TO A5TM C 2015 O �� h.SPADING or FAz•ENCRS CN F:OOR E,+EATHINE EDSE5 APPLIES TO PANE.Ev S.ES'lJPPORTTED BY IRA"INS ME SER ANJ REOJIRr7 '66 Go"."Oh(361xO1621) Ib'OG.EACH ED5E FACE NAIL BLOCKINE AMD AT FLOOR PERtMETERS ONLY.SPAG!NG OF PA5TrN_1RS ON KGVr 5,4:ATHING PANEL EVCZ5 APPL'CS-TC PAWL E'X•ES f= Yt7� Id390e-139iN 'O MILT-UP HEADER(2'TO 2^P-TADEQ(NIT-4 Y'S-ACER) - SUPPORTED ByFRAMING MEt'?ERS AND RSOUIRED PLOCKIN6.BLOCKING H-_A.CF ROOF OR FLOOR STHINS PANEL EDGES PERPENDICULAR TO LLI GS�bA ILO Eu:x is)}'XC-5..•) 12'G.:.EACH FACE NAIL THE rRAM-NO 1- `_-C;K-_-NCr BC'ROYIDED EhGEPT A5 Fina.ARED BY OTHER PROV151ONE,Or TWS C^^E.F-Ove PER„•wYM 5•HA!L EIC �. CON-KJOUSLY 5H'COZA"I7t y.+-PORTE�BY PRAHnNG MerBERs OR so_m BLcrK,NG 1 =!�THm cs-rSP SEE MECHm cs-rr-P 5-6d BOX(2 i"x0 n5');OR Z WADJ ST-N'To OA PAN--, - !.•HER£A RAFTER t5 FUSE RA' R AN ADJACCNr PAt:ALLF1 GEILIt15 JOIc.T IN ACCORDANCE VtiTHi?H;S 5GHEDULE.PROVIDE TYvO TOE NAILS ''8, '7 �✓ 11 CONTINJOL'4 HEADER TO S-VO 4"COMMON:'2 K A0.0').OR TOE HAIL ON CW__51DE OF TTi::RATER AND TOE NAIL5 TRO"THE CE,UNG JOIST TO TOP PLAT[•N ACCORDANCE K-H TH,S SGHF.D'„!1 THE TOE NA:L ON ADJA!.CPEV'�RAGE 4-IOd Good(!`x0'Zfl" THE OPPOSITE 53E 6F THE RATER SIiALL NOT CIE REC:JIR43. 1.., :i Q Off Ibo CANNON(3 K".x0'62') It'O G.FACE NA-L 12 Too FATE TO TOP PLATE IOd EOx(""XC12fl");011 TABLE RE,02.11 '.;,AFT ER OR TRIJ55 U"LIFT CONNECTION FORGES ill 3'Xb i3l')NAt_S 12"O.G.FACE NAIL to FRO!`! 1^�!N7 (ASP) (POUNDS PER CONNECTION) () c5 Pr / -- LOMIMk7J5�Y SFIEA7TfD T`6r, SEE SECTION RE,02 Ob 4 SEE SECTION R602.106.4 r 12-1"co"moN51-XfE;1(3}'X0.162');OR EXPOSURE B 3' PORTA_rRAME //11 12-16d BOX(311j'.XO.35'1;OFc IYUBLC TOP PLATE SPLICE FOR 57G'.A-D WI-H SC:SMIG F- 9P.AGF_0 WALL LINE SPAGtN r,<25' 12-I0d 80X(s x0.128'j;GR FACE NAIL ON CAGE 5 DE Or ULTIMATE DESIGN WIND SPEED V.!t(�*, h% j _-3'X0.131'NAILS CtV JOINT(^'IIN'YIPub 24'LAP p Smfr_r LerOrH!7AGH 5 re OF RAFTER OR ROOF SPAN 130 140 m CN(D_Ir,INri TRJ55 tPAGIN:� (FEET) r"Ph 115'*th x I 12 dd. DOUPLE 70P PLATE ccLIGC`A^.G'z D,D.OR D;AND ; (Far'1 thick 0.12 di. BRACED HALL LINE SPAGINO>_IS'O 1 2 12-Ibd(5 K'xO.IsS^) ROO9 PITCH ROOF PITCH a � y.'Iona x J.12 Ola GS-5FB y`I OY' �32�• for I / II lfor :'tn.cL.hcabr�oi 3'E36E5 b"FIELD <5:12 >5:12 <512 >5:12 C44''INXJIYy_Y SHEATKD fY1GXItTUITT 16 aalvanixdo rooTxg mli.or 6d"ccrrna•, STR:IGTuRAL FIBERBOARD t 1 S !2 K'b< X O.I?v did)nazis Ibd GONHOH(3 K"XO 162") 16"Or TACO NAIL 12 95 �t'i 122 li? S.LCI pQG1Yl0 9 14 007T014 PLATE TO JOINT,RIM JOIST,BAND JOIST G4 0 122 112 15T 14 EILOCK:NO(NGT AT VRACCD WALL FANCLS) 16d 5px(s A,LS 53"J:OR 12"OG.FACE NAIL 24 I"r9 13) - Iq2 Ii0 12,O.G. 28 1I6( 153 216 200 FOR 51: 1 INCH - 25.4 mm,I FOOT = 304,bmm.I degree = C-0175 rod,I pound per square foot=4 1.8 II I mile per hour = 0.447 m/s. s-ed BOX(3 A•XO.05").OR 3 EA:,H 16'O.G.FAGC NAIL 52 ie=, I-10 240 L22 IS BO'TOM PLATE TO JOINT,R'M JOIST,BAN'?JOIST OR 2-16d GOMMCH(SK'XO!62").OR 2 CAGE Ib'OG.FACE NAIL ."iFi 203 186 264 244 a AdhOs've attachment of wall sheathing includlrg Met�ad GB,shall not be permitted !r SCiS,""G De$ton GatCGOriC5 G,DG,D and D� BLOCKkW_(A-E121.1-Et WA! PANELS; 4�"x!J 13',"NAILS 4 CAC' 16'0C.FAGC NAIL 41 - 1.11 30v 2'G" b•Apclics to panels next to garage doo-OPenira Hhere 5upport!rg.gable and wail or rcc° load art..Small O•,Iy be used qn One wall 4_, 45 `5`� 3� 50 of the garage.in 5e1s'TIG Dcs'a^.Ga`_egor'cs Do,D ,C-d D, roof Cover"dead load 01011 not exceea 3 Ps°. bd BOX i+'i'xO.11a'%:PR - 5-ibe BOX(3 K'x0,?5'),OR 12 .2b Il 162 150 c.Ga�Gge eperings adjacent to a Method C5-G Pore-i Snoli be provided Witt:G t4coccr if OGCOrcl-XmcO with Table R602.5(•).A full 4_gd COMMON(2 K"X0151'),OR TOE NAIL $ !b_ 14.1 20q :E= hes7ght c1-- r Opening 5ho!I not be permitted to o Method G5-0 panel. Ib TOP OR BorrnM PLATE TO 5-uD 4-1 0 6 BOX(3'X'o.12s•),oR 2-4 IQb Ib2 255 23-1 d.Method GS-5FB does not OPPiu in'-cis'nlc Design Gateoorles no,VI,D2. 4-3")(G':31 NAILS 2b 222 203 2b' 2bb e.Method a Iles to detached one and two-famll dwellings in Seismic Desl n Gate or!e5 D throvah P oniu 16"G.G 5 - . FP y 9 g o' 2 ea Z-O.x r5},xc I*'5')al.. '-2 246 22b 3i9 2q5 2-,bd COM-ON f.'1;"XO.i62';,OR END NAIL 3� 2Z 1 24? 51 325 5-Ica Box,^s X0.1281),OR 2 Cb 2 ✓R'i - 5-5"XO.lS'•NAILS 48 5_lod BOX(5'X0 128•).OR TABLE R50-I.2 IT TOP PLATES LA-5 A-CO'RNE"AND IN ON INTERSECTIONS 2-Ibd Gs 4"ON 0 K'XO 162").OR PAGE NAIL !TUCK L'507.2 GONNEGTION TO BAND JOIST cn 5- x0'51'NAILS ULTiMAT'E DESIGN WIND SPEED /.It(mph; I - 3-2'e Lvx(<i Xo 113;.G RAF^'�R OR ROOF _�A"1 (DECK LIVE LOAD=40 P5F, DECK GEA;: LOAD=10 PET', SNOW LOAD < 4Q "5F _, R � - lit I"eR ACE TO EACH STUD AND PLATE 2-ad COMMON{2 A'Xo!31'!,OR TRUSS 5PACftf (FEE-1, ISO mph 140 mph 2-IOd IIO.X(3 xo.l2r3".r,OR PAGE NAIL ROOF PITCH ROOF PITCH CON";rGT;ON CY:TAIL5 JOIST 5PAN 2 STAP_E5 I�'' 6'ANG LE55 6'I'TO b er TO,a, 1 10'1 TO 12' 1 121 r0:4' 14'f"TO 16 IL' TD 18' 7-J>3 BGr _,'c .-_;;GR <5:I2 >5:12 <5:12 >5:12 ON-CENTER SPACING Gr FASTT7NER1, 2-8d COMMON(2.K'XO.'5r)OR ItiGk DIANCTCR LAG SGRCW cd I9 I'x 6'SHEA1H1N6 rG EACH BEARING 2-IOd Box(3 XO.125"),CF. I 61 (..r IQ8 186 50 23 18 IS 13 !I IO FACE NAIL ( Ib 2G8 lay 25-1 242 it1T"NN INCH MAXIM(M 51tAlHgNg 2 STAP;-ES i'CR.JW!y Ibac)3:"L,OTrF INCH DIAMETER BOLT HIT.H INCH 36 56 9d 29 24 2; '9 7-ell.T x(2 °XO I1).cR 24 256 23q 3i- 24 N.axIMVM HEA 'NG d } t8 26� �D8 J30 INCH CIAM:^_TOR VOLT WITH I-INSH 5-10 COMMON(2 k-•xO.i31'I;OR !�"O G. MAXIMJMi SHEATHING& 5-IOd BCE(3 x0)28');opt 32 21 20a 451e. GT } % sb 23 24 21 18 Ib ^SER THA !I'X 15*\,Woo J 3".'L-^NG 3'b -%53 ✓iR �3�• 411 TOR`:.1 G+ch a 75 4-.1 foot-3C4 8 mn,I poly o pe scuar&foot.C.0419.-c 20 f'X D"AND W117ETc SHCATI+IIG To FAGH P.EAR:NG WIDER?-Ah 1"x 8' FACE MIL '(2 K.C2 3T± 4y^a 46f; O Ledgn•s sl•CI 01-f.osned r Oc-_C_w•.5c-on RTO:4 to p- nt voter from GOrt act!'Cj tYd ha.50 C�+d JOf3!. 4-ed rtox(2 j-xnm5•):OR 11-50 -120 560 52'1 b.Snow tom.1-a11 rot Ix osslned a oat ca+cwrerlty w'Lh(tw Iood. 3-8d COMMON(2 K"XO.,317;OR 12 2'4 ?Gi 263 <^.4^ . The t,p ar H•6 ag f .*I•nI a„ny-tor.ba,#ond:he Mt"dn fxe o'W.ma d Jf!5t 5-IOd Box'S-X012B').OR 18 27' .ZSq _42 -.>22 ofSV•eo:1"v+g.no I to woos btruGt-rC. Panel a solid sawn i.dxr 4 5'A LF4•!•GROWN 16�a 1 3-:LONG 24 � C 31 a22 512 2 e.ShnatMx shall I-,,Fe Wt cd to 04 wood s:n,•cWol prn 1,oypswn boo^',:`Vo'board,hrnbo•or roam sheathing. Up to 1;2-h,ch thickness Of stacked wa.h& shoal Ir P-116tted: si,ostlt,te for tp to 1/2-Inch of ailo.a-le FLOOR 16,I O G 2 3E>+L -1515 476 44b aheahMg thrckre..wh-c con 4nod..Ith wood pmc!or I1mlt'v-�hcoMt^a. 4-ed BOX(2}'xo us•);OR 32 427 514B 52G 4 Fj 21 J015T TO SILL,TOP P!_A-.r OR CIR7ER 5-ed COMMON(2 K"X0.131'):OR 36 t 46q 4-1 5-0 5-IOd BOX r3"XO.!28"):OR TOC NAIL 2 5S5 44 664 622 6.BO 31^NAILS 4b 5?4 55•? T45 6�"I TABLE R50-7.2.1 _ _ =_FL EG__T_IO_N OF 5TP_.i/ ,1_R_ _LMj�rRS*145 FI;R ea Box(2 xo.c3'; 4 O.G.TOE KaL - - PLAGENE-NT OF LAG SCREr15 AND BOL75 IN DECK LE-POE R5 AND BAND JOISTS - _ �G-TH - LI OWASLE- RIM ac R F ?J IC T IO s!L OING iJ SILL Dt 'OP ad COMMON ID h') 13 ).OR ! TP BLE RHO! 1 C�OI�.INTERNATIONAL 22 PLATE(R Dr APPLICATIONS ALSO) 1Gd eOx!3•xo12d')o'< b"OG.TOE NAIL F�Si, INCH = 25 4 mm, t'-00'= 30d 8mr., I M'LE FrR HCURc 0.44T m:'S. 3"x0.131'NABS i POUND =0454ig,I POUND f-LR SQUARE FOOT = S1cl N:iT,t, I In If 14.6 N/'r MIFiIMC1M END AN!;)EDGE DISTANCES A\TJ SPACING EETVrEEN ROWS ALLOWABLE 5`RUGTURAL MEMBER DEFLECTION 2-•8d GON�MOv(2 K'NOSES:•),OR a THE UPLIFT CONNECTION FORGES ARE BASED ON A MAXIMUM 3.3 FOOT M`_-AN ROOF TOP EDGE BOTTOM EDGE ENDS RGW SPACING 23 1'X 6"S OFLOOR OR LESS TO EACH,;OST 3-IOd BOX r31x01_9'i:OR FACE NAIL HEIGHT AN:) WIND EXPOSURE CATEGORY B OR G.FOR EXPOSURE D,TH=UR'LiFT RAF7[R5 HAVING SLOPES GREATER THAN 3/12 2 5TAPLEs.:'CROM egg! 'LOh6 CONNECTION r-ORGE SHALL BE 5ELEC=_D FROM THE EXPO�•URE G PORTION OF THE LEDGER' 2 INCHES* 5/4 INCH 2 INGHE5" Ise INGHE5' WITH NO FIN G D 151nED CEILING-ATTACHE TO L,'I60 Sled Box(5 1§'XO1sS"):OR TABU_"USING TH=NEXT HIG'r4E5T TABULATED ULTIMATE DESIGN WIND SPEED-THE RAFTERS 24 2"SUBF`LOGR TO JOIST OR GIROZ 2-'bd COMMON(3 K'x0-*2•) BLIND AND PAGE MIL - - BAND JO!eT' ? ING*f 2 INGHE5 2 IF7GHE56 ! g/a -. ..._.__._ ADJUSTMENT COEFF,CIENTS IN TABLE R301_2(3)SHALL NOT BE USED TO MULTIPLY THE _ INTERIOR WALLS AND PARTITIONS H/Io0 3-16d BOX(3 Yz XO 135):OR TABULATED FORGES FOR EXF't3r. .RE G AND D OR FOR THE OTHER MEAN ROOF FOR sI:I!acH<2s.a MH FLOORS L✓360 -� 2"PLANKS/PIAtiK t B[PM-FLOOR c ROOF1 AT EACH BEARING,TAG^NAI,_ 2-16d COhQ-Y>NT(3)�'x0.162'J HEIGHTS, a. LAS SCRrW OR P?T5 E•i+AL L B=STAGGCRED FRON,M,THE TOP TO THE BOTTOM ALONG THE HORIZONTAL RAI OF THE DECK LEDZ5ER'N ACCORDANCE H'TO Flo--ZE R507-21N .T 3-led Gorr.>1N.R:Nc.1¢2`, bHE UPLIFT CONNECTION FORGE5 INr_LUDE AN ALLOWANCE FOR ROOF AND CEILING b MAXiH1M 5 INCHES. CEILING WITH E,4!TTL= F;NISF~ES(INCLUDING L/360 26 4-10 BOX CS':.C.i2t:'):OR ASSIEM-3LY D_AD LOAD C 1=Pd•F c FOR lN6WrMRZrV R'.M J0+5"5.THE MAN,f ACTIIRL•R'="C0`4MCNDATIOW S'ALL P/J'ICRN. SAND OR R M JG'ST TO.JOIST NAILS;CR T PLASTE4 A'�7 5TL'GCO) E71Ci NAIL e.T^E TA6ULA I'=D UPLIFT GONt:EGT10N FOR. ARE LIMITED TO.A MAXIM^JM ROOi- CI -R MNIM,M DISTANCE FROM BOTTOM ROW OF LAO 3GREH5 OR BOLTS TO-HE EL6C or Ti{LErAnT:R SHALL EE IN ACCORDANCE n7T-1 F e�.7�VMCTzitlt. --- 4-3"x I4Oa.STAPLES 3'CROwv OVERHANG OF 24 INGHE5. CEILINGS;N TH fLCX BLE FiN:SHE_(INCLUD-NO L/240 " > d TI4E TADULA-'ED U�!FT CONNEGTIC\FCRGE5 SHALL BE PERMITTED TO EE GYPSUM EOARD) 20d GOMM.)N(4'?(O Ia2"):OR 32'O.G.AT TOP AND BOTON AXD S-ACOER_PD MULTIPLIED E'Y 0.-15 FOR CONNECTIONS NOT LOCATED WITHIN b FEET Or E)JILD!NG - ALL OTHER 5TR)JC7JRAL MEM5LE5 L,1240 'Oa Box ta'xo12e'):OR a4'G.G.rhA,F NAIL A7 TO- CORNERS. TAG!E: R472.1 4 - 2015 INTERNATIONAL ENE'ZGY GONSr-R\/ATiON GODS EXTERIOR - AND 2' WILT-LOP o RDERS At-'BEAMS.2-INCH LUMBER LAYERS 3'Xo 151'NA L5 A R WALLS WIND LOAD'WITH PLASTER OR H,�EO AND BOTTOM STAClSERM ov e.FOR 8U!LC'NGTH W H;P ROOFS ,TH 5:!2 AND GREATER PITCH,THE TAEHILATLG STUCCO V4A E5 OPPOSITE SIDES c. WI UPLIFT GCNNECTION FORGES SwAL.L(,?_PERMITTED TO CC: MJ_TiPLICD BY 0.70 TH15 EQUIVALENT U-FACTORS 2-20d COMMON(4'XO.I42"),OR FACE NAIL AT ENDS AND REDUCTION 5HA1_L NOT BE-:00"5!NED WITH ANY OTHER REDUGT!OK IN TA-3t,•LATED EXTERIOR WALLS-WIND LOADS`WITH OTHER^ H/240 3-10il BOX g x0123°i;OR AT EACH SpL:cE FORGES. GL!MAT£ ZPNr BRITTLE FIN+SEES 3--0"XO 151'NAIL5 F.FOR WALL TO WALL AND WALL TO FOJ!vDATiON CONNECTIONS,THE i1PLIFT FENESTRATION S`YLISHT CE!L!Nr_, t-RAME WALL MASS WALL FLOOR CASEMENT WALL GRAVtL. SPACE 4-16dBOx151'xo)!"')OR GONNECTCN FORCE SHALL BE PE2MIT7_-D TO BE:REDUCED BY bG pIF FOR EAr-H FULL U-FACTOR U-FACTOR U-1ACTOR U-VALUE U-VALUE U-VAL!iE U-VALUE WALL U-VALUE EXTERIOR WALLS-WIN_LOAGSO WITH FLEXIBLE H/1201 20 LEDS�R STRIP 311P.PC`¢-IN^v JO STS GR RAFTERS 5-16d GC�CN(3 'x0,62`);OR A7 EACH,1015T Oct RA<?ER W,ALL AL7GV?= FI NISHGS. A-lad BOX la Lo.'26');OR FAT.!NA,L g,LINEAR INTERPOLATION BETWEEN TABULATED ROOF 5PAN5 AND ir'ND SPEEDS EXCEPT' LINTELS.SUPPORT:NG MASONRY'✓SNEER HALLS& L/bDO A-?'XO 13:NAILS SHALL BE PE<NIITTED. MA! C.35 0.55 0.026 0.060 O.Gc18 0.04T O.G50. C.065 NOTE: .SPAN LENGTH,MASONRY EIGHT 24 BR'Ds!ws ro JOIST z-Ioo( 'xD 12B) EACH END.TOE MAIL h.THE TABULATED FGRGE5 OR A 12-iNG-i ON CENTER SPACING SHALL BE PERMITT-D TO BE USED TO DETERS11KE THE L''-'IrT LOAD IN POUNDS PER LINEAR FOOT. 5 AND a. FOR THE PURPOSE OF THE DETERMININe DE-LCGTION LIMITS MARINE 4 0.3� G.55 O.G26 O.CEO 0.082 0.033 0.050 0.055 HEREIN,THE WIND LOAD 5-ALL EC -ERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT AND CLADDING(A5D) LOADS PROPO5E7 AS MAX. -V.I.F. A5 MAX- A5 MA\. A5 M k. AS MIN. AS MIN- N/A AS MIN. 05TAINEG FROM THE TABLE R30i.2(2). -V.I.F. -V.LF' b. F0i?CANTILEVER MCMB_R5,L SEAL BE:TAKEN AS TWICE TABLE R602�(�) r F r SHALL H OF THE WOOD PAN'- WALL SHEATHING FA5 i ENING 5GH=DUL*E c. OR LALN MTNU'M STRUG-UR.ALEMEMBERS OR PANELS USED IN MINIMUM NAIL MINIMUM HOG'D MIN,NS.M NOM NAL MAXIMA,HALL PANEL NAIL r-PAGIW i.`T1MA(_L�.6t1 ri,Np O :5 OR WALLS OF SUNRGCM ADDITIONS OR PATIO COVERS,NOT S:_r,"ORT!NG EDSE Oln GLASS,THE CONTINUOUS sAWyL SPAN -AN`__r-x:NESS s L(1 SHIES; SPEEDY.T, .1 ALUMINUM STRUCTURAL MEMCERS 5UPPCRTING EDGE OF PCNCTT2ATIJNi PANEL SPAN (Iti;^E51 (IN.:NCSi EDGES FIELD W'XD EXFOSJFL C.A'CFn:RY 5-ZL (,NCHESi RATING (iKG+,ES O.G) �t =E50G.) .-�___.�_.__ - B c ° - -" - ------- GLASS,THE TOTAL LOAD DEFLECTION SHALL NOT E.xG_=D EdCOMMGN 1s 24/0 3r8 16 6 12 140 115 Ito TAELE: R E°�:02.,.2 - 2015 INTERNATIONAL ENGY GONS£R'✓ATIGN GODS- L/1'75 FOR EACH GLASS LITE OR L/6O FOR THE ENTIRE(2 O'XO 119') fld COMMON Ib b 2 1G 40 35 I !-c ^ a LENGTH OF THE MEMBER,iNHIGHE,/ER :5 MORC 5TIRINGENT. 24/b 7/'6 iN�U ATION AND FE-N�,TRATION RMJ:Ri_MLNlS BY GGM, ANENT 24 12 140 5 Il0 FOR SAN�WIGH PANELS USED IV ROOF Or, WALLS OF b II FOR 51.I h, =254 mm,I HILE PER HO.;R<0.441 m,s SUNROOM ADDITIONS OR PATIO COVERS,THE TOTAL LOAD MAXiM�M GLAZED M!NIMJM D=FLECT!ON SHALL NOT EXCEED L/120. a PANEL R 51-ALL AXIS PARA,.LT4 A :L CTR .1,6 T-1NR IS CgPL RT THR`EAR 1 SUPPORT PLYWOGD SHEATHING WITH STUD SPACING MORE THAN:b" d. DEFLECTION FOR EXTERIOR WALLS Wl-H INTERIOR GYPSUM ON CENTER a SHALL BE AF'P_IED WITH PANEL 6 Tot4AR AXIS AAAII pIOM Bj VI s SIFIr CLIMATE ZO'N4r.. FENESTRATION SKYLIGHT TCNESTRATION CEILING WALL MASS WALL F'<OOR BASEMENT WALL SLAB R-VALUE CRAWL SPACE 1 BE b,e EOARD FINISH SEAL_..�LIMITED TO AN ALLOWAE',LE b TABLE 3A:C3 GN w1No PRESSURES AcnNs roWARD AND AWAY rTRGM BUILDINu J)RrALEG-IN AGGORDANrGE wl'H�Gna+R•9C12. U-FACTOR" U-!"AGTC. SNGG R-VALUE R-VALtI£ R-VALUE' R-VALUE R-VALUE` � DEPTH d ✓<ALL R-VALUE` DErLEGT ON Or":4,/I?i0. LATERAL BRAGIHS R:.OUIR=-'!„EKTS S,:AI.L BC IN AGGGRpAMGC hIT4 SL`GTIGN Ic.60210 c.WOOD STR:JCTI,RAL PAN7.,5 HITH SPAN RAT!NG5 OF WALL-'b CR HALL-24 SHALL BE PERMITTED AS AN AL-ORNATE TO PANELS WI-H A 24,10 4 EXG�P'- 20 OR IO GO�;T,OR !O GONT, OR. e. REFER"O SECTION R703.P..2.SPAN RATIN5 PLYHOOV 51D1X6 RATED lb C G.OR 24 OG SHALL BC FERMI-T=AS AN ALT fq,"-C TO PANELS WITH A 24,16 SPAN RATING. I 0.35 0.55 Q 40 4eT Q,/!� ICI IO /2FT.HA.L:Ib AND PL-1400D 5tDN5 it,O.G.SHALL BE USSC:>HITH STU05 SPACED NOT MORE THAN 16'ON CENTER. MARINE i✓ + 5 " 13 CAVITY 13 CAVITY 5 AND 032 0.55 NR 4q 20 OR 15 CONT. OR 15 CONT. OR MARINE a �H I /I? 30 g 10 /ZFT. 13 + 5 1-1 GA'✓ITY 19 CAVITY PROP05CP AS MAX. -V.LF_ AS MAX. I A5 MAX. AS MIN. AS M!N, AS M!N. AS MIN. N/.A AS MIN. AS MIN. -V.i.F. -V.I.F. * REFER TO CODE BOOK FOR SUFPLEMENT LETTER FOOT NOTES i GONTiNU0U5 BEAD 4'dd l SEALANT iI MAMJFAGTURED THIN-PROFILE % VENTI'p�� ----EXISTING ATTIC VENTILATION$APPLE AIR SPACE 1 LOOR ASSEMBLY '�' (FULL WIDTH „' /--ATT C,IWOLAITON RIGID j INGULATION TAt3LE R4O2 a i.l - AIR SARR ER AND INSULATION INSTALLATION NTIN�� MINIMAL - 1 TONAL � EXPANDING FOAM AT CAVITY INSULATION % /� COMPONEN A'R BARRIER CRITERIA IhLSU_ATIpN INt}TA4LATIGN CRITERIA WINDOW PERINETERANDIN&FOAM ARAUM] ---_-__--- iA GONTINUO'U5 AIR BARRIER SHALL BE !N5TALLED i THE PERIMETER OF LOOSELY I IN THE S,ILDING ENVCLOPE XO CUT RIGID INSULATION TIN15 BEAD GENER AL REG:.IRCMCNTS I THE.:EXTERIOR THERMAL ENVELOPE GONTA!NS A AIR-FERMEA5LE INSULATION 5L4ALL NOT BE LSED AS ILING GYPSUM BOARD OF SEALANT GON-:NUOUS AIR BARRIER A SEALIN11-MATCRiAL A5 AIR BARRIER " �'R16117 INSULATION IeR AIR BARRIER SHALL CAKS OR JOINTS IN THE F r E� 1 exISTINe eAre>JOi5T INSULATION ------ -- ---- -i SCALED — -------.__-.-_ NTINUOUS BEAD RETROFrr WTH I I/2'wGID INviiAncN TOR INSULATED INDOW UNIT A5 I OF SEALANT WAIL ITHE AIR BARRIER IN ANY DROPPED GE!L!NG/SOFF'T AIR BARRIER INlc�Ur• BEAD 4 ale-3!4•.1'0• SHALL BE ALIGNED WITH THE INSULATION AND ANY GEILINv !ATTIC THE INSULATION IN ANY DROPPCD GEILINS/5GF>-1T * OF SEALANT ndl GAPS IN THE AIR BARRIER SHALL BE SEALED 54ALL BC ALIGNED WITH THE AIR FARRIER ACCESS OPEN!NG5,DROP DO'rAN STAIRS OR KNEE CONTINUOUS MINIMAL I WALL DOORS TO UNCONDITIONED ATTICS SeAGES EXPANDING FOAM AT —GONTINUOU''MINIMAL 5-01 StiALL&! DEAL ED - - — WINDOW PERIMETER EXPAN'DiN6 FOAM AT WINDOW PERIMETER I Tr JUNCTION or, r CLNDATICN AND 51LL PLATE TO CAVITIES WITHIN CORNERS AND HEA1,77ER5 OF FRAME BE SCALED. HALLS SHALL CSC INSULATED E'e GOMILETELY FILING-HE GONTIN10U5 BEAD i ��SYT 'SU I BOARD ANJFAGTURED RECE55ED L16W WALLS THE JUNCTION Or-TOP PLATE AND THE TOP Or CAVITY WITH A MATER.AL-PAVING A THERMAL RESISTANCE i -vF SEALANT X4 BLOCKING ENCLOSURE EXTERIOR WALLS TO 5=-SEALED OF R-5 PER INUP MINIMUM ATTIC INSULATION EXTERIOR THERMAL ENVELOPE INSULATION rOQ FRAM=C l NTINJOUS BEAD i EILIN3 J015T5 KNEE WALLS SHALL BE SEALED WALL5 SHALL BE INSTALLED IN 5 S5TANTIAL GONT.AGT I I OF ADHESIVE AND GONTINUCU�-AL'vN`^r NT W'TH THE AIR BARRIER IWOVS BEAD iNDOW UNIT A5 - ^�- Or SEALANT AIR BARRIER WINDOWS,S<YLIGHTS,AND DOORS I �RIOR TED EMLRlOR --- THE SPACE BE-TWEE-h WINCOW/DOOR JAMBS A*1,7 --- ---- - --- - --- -- GONTINUOl13 MINIMAL WALL -- -,----_ -. _ cR;M'NO. AN'D 5<YLIGHT5 AND FRAMING SHALL BE EXPANDING FOAM AT SHEATHING ---- - " - �C. E� �XPANDIN6 FOAM SEALANT "NOV"PERIMETER AT PERIMETER --- --- '-- - - -- - ----- - - __-_-__.-.-----_ 2-Stuo CORNER 1w7H 1xa SA.KVR ONTINUOU BEAD RIM JOIST RIM J015T SHALL INCLUDE THE A:R BARRIER RIM JO!5T SHALT_ 13C INSSJLATED yE OF SEALANT f - --_ -- O `BED' RYWALL CEILING `FLOOR FRAMING G.AVIT" INSULATION 5HA! L BE INSTALLED —�+ SEALANT 5-0aoob le's a•.r-0 RECESEED LIGHT FIXTURE FLOORS(iNGLUDINO ABOVE GARAGES d: THE AIR BA¢RI`cR SHALL T i TO MAINTAIN PERMANENT CONTACT W TH THE UNDERS•IP= r I L EC INSTALLED A. ANY ,OF 5UBFLOOR DL:GKING,OR FLOOR FRAM+N0 CAVITY h I O50"F A.D» ttVEEAD CANTILEVERED FLOORS) I[XF05ED EDGE OF INSULATION iINSULATIGV 5HA1.�BE PERMITTED TO BE IN CONTACT W'TH INUOUY BEAD ° OF SEALANT II I GONTINIlGUSHEAD ARMiMATtaaS9EDt.W44NArIG � iT+?=TOP S+DE Ol .HEA74:NG,OR GCN"Iti0005 INSULATION ---CONTINUOUS BILL SEALER I OF SEALANT IINSTA'_LEC 04 TOE UNDERSIDE 0=FLOOR FR AM'NG AND I Ex-END51=ROr4 INE L-0-TOM TO-H:TOP 07 ALL -FULL WIDTH OF MUD SILL 1 INUOUB BEAD Sobs 5wo-S/4•,1' IPD2IMETCR FLOOR FRAMING MEMEER - OF ADHESIVE GRAN SPACE WALLS `- - --- --- --C --- R —_- --FiVJWATION WALL ! NTINJOUe BEAD EXPOSED EARTH IN UNVENTE GRAN(L SPAG E-E5 TO WHER PROVIDEP *STEAD Or' T LOO INSULATION, AS AIR BARRIER OF SEALANT BE COVERED WIT-I A GLASS I VAPOR RETARDCR iINSLLAT!ON SHAL:- DE FIERM.ANENTL"ATTAC,4ED TO THE NGREiE 9LPB AS I WITH OVERT APPiNO JOINTS TAFPD CRAWL SPACE WALLS n AIR BARRIER - S-iAFTS/ DUCT SHAFTS,UTILITY PENETRA`.IONS,AND FLUE -----'__.-,_ a $ �-NCTRATIONS SHAFTS OPENING TO EXTERIOR OR n ° ------- ------ ---FLOOR A55[MBLY IN6 AS REQUIRED- - - - tLNGONDITIONED SPACE TO BE SEALED CONTINUOUS BEAD B B YP5UM OARD OX I BATTS IN NARROr!CAVITIES SHALL BE GUT TO FIT OR SEALANT GONTI � ENCILOSURE CAVITIES I NARROW GAVITIG5 SHALL BE:FILLED BY INSUi ATtOV THAT ATTIC,INSULATION I ON IN5TALLATiCN READILY GONFCRtiIS TO-HC AVAILAE-E OF 5EAl-ANT I'• _ CEILING JOTS -------- - ---------- CAVITY 5-AGE NT1NUpU5 BEAD GARAGE SEPARATION AIR SEAL D=T'W==N GARAGE AND CONDITIONED I I OF SEALANT SPACE NTERIOR 6YMSUM -- A�L ----WALLBOARD AS BARRIER RECESSED LIGHTING RECESSED LIGHT FIXTJRC5 INSTALL C:J IN THE RECESSED LIGHT FIXTURES INSTALLED IN THE THERMAL ENVELOPE SHALL BE 5CALED BUILDING THERMAL ENVELOPE SHALL BE SEALED CONCEPTUAL AIR SEALING STRATEGY // CONCEPTUAL AIR SEALING STRATEGY // --� — — TO THE DRY',IALL AIR TIGHT AND IG RATED LOWER WALL SECTION UPPER WALL SEGTION I OO�J015TRA4EBrBATT INSULATIONSHALL BE GJT NEATLY TO FIT A.cOUi+'D WIRING AND PLUMBING IN EXTERIOR XPANDIN6 FOAM SEALANT WALLS.OR 'N OU-I AT!ON THAT ON -N5TALLATION i I READILY C-l%r'ORM=TO AVAIL.A^LE SPACE SHALL NTINUOU5 BEAD OF SEALANT - - -- -- I EXTEND E-HIND PIPING AND W.RIN:5 '6YPr 1M BOARD YWA1.L CEILING y OrlER,M U ON EXTERIOR WALL i THE AlR BARRIER iN57ALLED AT E`iTER.OR WALL5 I EXTERIOR WALLS AGJAGENT TO SHCHER5 AND INSTALL I'RI6!D IINSULATION LAYERS 2'R161D INSiJLR,TtON `-DES`'- D LIE'HT FIXTURE I ADJACENT TO H SHOWERS A: TUBS SHALL TUQS SHALL SE INS'LATED SEPAEZATE T-IEM FROM THE SHOWERS AND TL'9S INSTALLED DURING FRAMINCG ------_-_ --.-----.-_-- _-- _._ _ .-- --- ...-----TO FIT BETWEEN THE ELECTRICAL/PHONE rG,X ON THE AIR EARR!ER SHALL BE INSTALLED BEHIND RAFTERS FROM`SEAL BOTH AIR9GlIJMeAiR&^£ LA9111R14NATTG EXTCRIOR WALL5 IELEGTRICAL OR GOMN4INIGATION BOXES OR I'Rf61D INS LATION SIDES ALONG RAFTER WITH "' '1, 5F _ ROUSH CUT AROUND EXFANDtN6 FOAM SEALANT. AIR _AL BOXES SHALL E_ INSTALLED VENTILATION CHUTE- MAINTAIN EOJAL VENT SPACE / SOYNO ; 9/s .1'O' N`✓AG RCvIG'CR HVAC REv'15TER BGOT5 THAT FCN=TRATE BU!LD!NG ---- -------- - - �- --T-- LAnGd1 CHUTE- BOOTS TI;ERMA_ENVELOP_SHALL B- EAX-ED TO THE -AIR SFJ�L PERIMETER %' FOR LENGTH OF R161D IN5ULA.Tid '� NSU1.A'T�EXTERIOR SUi�FLOGR OR DRYWALL r 5 WITH EXPANDING ATTIC INSULATION WALL FOAM SEALANT HALL — ---- ---- -- -- ------ --_----- ------ !� WHEN R_OUIRED TO .EC SEALED ':,CONGEALED 'IRE j INSTALL 1"RIGID INSULATION SHEATHING CONGEALED 5PRINKLERS SPRINKLERS STALL ONLY B SCALED IN A MANNER VERTICALLY TO CONNECT INSULATING SHEATHING TO RI610 7-57W cORrPER ATH RI&V IN,ILATkM THAT 15 RECOMMENDED BY THE MANUlAGT!JRER. INSULATION BAFFLE. - _ CAULKING OR OTHER ADHESIVE SEALANTS SHALL FOAM SEAL BOTH-01 t- --- S-0Ooat le•g/4., o N07 BE UyED TO F'LL VOIDS BE TLV FIRE - ----= 5PRINKLER COVER PLATES AND WALL5 OR NTIN10U5 BEAD CEILINGS OF SEALANT BEAD I Rt61D INSULATION 11 fl" `\I - -- I OF SEALANT `� IOS2 INSULATED" "RI61D INSULATION I WALL 117E BLOGKINE AT j IOR INSULATED STUD CAVITY AT SHOWER WALL I AT EXTERIOR WALL N. r R!61D NVA.ATION A5 A-Mr.EAVE BAITL.E Wr I'PXRERJOR tPeLLATION 5FEATHIHG A5 SEALANT BFJ\D OF NSTALL INTERIOR SHEATHING MATER,ALS R-VAL —H ULS AROUI,V MAAFAr-7LFrD VE W A"r,EAVC BAPPLE AM)\OBIT PRIOR TO INSTALLATION OF PREFAB FIR£PLAGE UNIT --- - - -- S-otoc6 . Ie 7/4•.I'-0• yal scab i-CEMENT BACK FINISH D MATERIAL I R-VALUE a''!' ! TUB SURROUND FINISH L -PREFAB TUB UNIT N dQ ----------- - TILE SURROUND F114I5H FIREPLACE � J BAGKERBOARD UNIT ''�1� d.( BUILDING BOARD EMENT I `�` l'LSs�p tS N5TALL I'RI&D INSULATION I iSURRORAD -.- _--- ---- - -- L 11, AT BOTH HORIZONTAL AND -'1�i-ATED PROVIDE BLOGKIN6 AT BEYOND --� YPSUM Y b LL BOARD (X") 0.45 DRAINAGE PLAPLE; VERTICAL P051TIO I1`�U!ATEDEXTERIOR I EXTERIOR BAUD CAVITY AT 7U13 PSUM KALE BOARD II 1L.t`AVE 1'GAP FOR EXPANDING POAW I I �u STUD WALL l STUD WALL INAaULAT1ED EE!XTERR OR NT1 ANNTBEAD j "I O.�b25 I' _ THIN PROFILE WALL SHEATI-INFi OF '� INSTALL EXPANDING FOAM 1 '�WOCD �2") 0.62 SEALANT AT INTENTIONAL GAPS + ---`- `---- 1 EXISTING FLOOR ( STUD WALL I THIN PROFILE v WOOD(sia O..4 AT 1'R161D INSULATI i, _ I ASSEMBLY I SHEATHING GOI•fTIhAlOUS 1SE -CAVITY INSULATION ! _ ■�M I NUOUS BEAD OFF I�IM -----.------ ------------------------ _ rl of SEALANT �! MINIMUM J'DRIP `, I - --- - i i SELANT 17 ���BE ����N � j!DINO ielp 1'RSOF IT CLATIO I I ANJF.SHOT R �' - ^--WOOD FLOOR ASSEMBLY— i - - , \� �ALUMINIIM/VINYL 5!DiN 1 '1' PAN l! AtADIN6 FOAM Njbb 03� � ALLMNIUM/VIN L 5 DING (NOT INSULATED) 0.61 SOFFIT DLO'' " XPANDIN5 FOAM -- � ----^G G<" INSULATION) L O FRAM:FLOORI'•(uu -- - ------ - ! A55ENIBLY _ - - i FRAME (^�• 9 1� FLOORING AI FLOOR ASSEMBLY otsltA7!D cANnLEvxac FLOOR// HARDWOOD T'LOO+RN5(3/4") GAVlTr1N9t1LAT10N POOH 1'R161D IN^JAATTON CA,0%AL- TILE- ------------ -- O-OS 5-010M 5=10I 4'.IL•O• AIR SEALING 62H'V 5HOHER KITH AIR SEALING AT PIATrO"FOR MA TACTIIR® Air'.--[ALINE!'J0-*V Till KTni -_- _ --_-i 1"Wr ROFILe SHEAT"N6 F!REPLAC.E A4�- Y THIN-PROrLE 9W-ATKN&a 5WTs0N CARPET WITH F I5ER PAD --- --------- ----- - 2.08--- S-0IOOT b,7/4'.I'-O' S-OlOr2 xale,7/4•.P-O' P" I 7 �ATTIG INSULATION s-0+OOa b�7/4•.r-0' .,AR, cT W.TH RUBBER PAD 1._3 E!LING FRAMINS -------------- OOR GRILLE AIR S--AGE (U'�" UP TO 4") T 1.00 SHEATH INTERIOR OF (h ------- RI61D ATTIC ACCESS TO `L- � PCB OF TRIGAL WIRE -.-..__..,._._---- _ �' T rR00? IP v al'OF INSULATION TOP PLATE LAGCE55 PANEL - --- _ --.------ ___ LEVEL P1 UI4B!NG PI I I 111)I I I I I( FLOOR -- -- -,— -- — --_ ACCESS PANEL TOP PLA ASPHALT SHIN&LES j C.44 SNUG Wl?k PERIME R=R NSULATED FLEXIBLE DUCT XPANDIN6 FOAM ' ri00D 5H'NGLES EXPANDIN FOAM, SCREWS BS FORT RE TIE AT TIC,ATR LINER INNERLINER SEALANTSTUD -- TRIM AS OUIRED TIE AT OUTER LINER ---- -- "._ -- --"- — INISH CEILING WALL S D0✓ORS WOOD,SOLID GCRC (I s/4) _ _ 2.1'7 --- INSULATED METAL DOOR (2") -- -15.00 AIR 5F.ALIN6 AT ATTIC HATCH//FlNtSM 5011RENS AIR SEAL AT TOP PLATE PIPE PIDCTRATION AIR SEAL AT FhIGT BOOT AIR SEAL AT TOP PLATE EIrGTRIGAL PeNETRAnON 6 24 5-02022 11-0' 5cob614 ,94 .I'-0' POURED-G-O--N-G`R:: E P Ri"-0b - .--. -_---'- HURRICANE ANGHOR5 MANUFACTURE BY SIMF'SON 5TRONc-TIE COWrj-TOR5 MODEL No.H25A OR APPROVED EWIVALENT AT EVERY RAFTER TO PLATE CONNECTION BOTH 51DE5 WHEN -RAFTERS DO NOT ALIGN WITH STUDS "ALL 57UD5 o Ib'O.G. 51MP50N STRON6-TIE GONtEGTOR ! I " M{N. EDGE ib Co.COIL STRAPPING MAA5* TURED L.•HTZ TO BE VSED WHEN BY .CSIb N STRON6-TIE EOJty TORS RAFTER AU6NS KITH STUD __ 1 DIFFERENCE MODEL No.G5I6 OR APPROVED E{FJtVA / / t USc A M.IMIMUM OF TWO ad NAILS THIS SIDE WITH A -' I BOTTOM PLA TOTAL OF FOUR INTO RAFTC-R T, RIM JOIST �t \ ROOF RA d E 4' TOP PLA j': ! i% I 5/8"�x12" STEEL ANCHOR\\ I BOLTS AT O.G. MAX. MIN EMBEDMENT OF '7" / Cfi ? TUD PLATE TIES MANJFAGTUR=BY 5 t-P / STRON5-TIE GONNEe TOR5 MODEL No.RVP4 ----"'--� OR APPROVED EQUIVALENT AT EVERY 51UD SEE PLAN SUB rLooR I TO PLATE CONNECTION WWN RAFTERS DO NOT q ` FLOOR JOIST AL16N NTH 5TUD ' 5TUD5 0 16"OG. c , BY Co.COIL 5TS TR`OO IN66--7 E TORS r wV,,,, i ALL 5TRAPPIN6 TO BE 13 J jd3 exN ,a 8d NAILS MODEL No.G5I6 OR APPROVED EQUIVALENT INTO PLATES INSTALLED AS PER MANJFAGTURE-5 16HT Bd NAILS WALL STL'D5 0 16'O.G. 5PE-CIFICATIONS AND NY5 CODE INTO 5TUD5 ROOF 5TRAPP I NO DETAIL 3 ANCHOR E30LT DETAIL 6 NALL 5TRAPP I NO DETAIL .3 — SCALE: 5/4" USE 51MP50N Z-MAX OR HD6 CONNECTORS TO INCREASE GORR0510N RESISTANCE FOR ALL HARDWARE IN CONNECTION "/ACQ LUMBER. PROVIDE HOLD DOWNS AT WALL STUDS o I6"o G. ALL CORNERS AND BOTH NJMlGANE ANCHORS MANUFACTUED R BY SIDES OF OPENINGS V 5IMPSON STRONG-TIE CONNEGTOR5 OR GREATER IN WIDTH MODEL No.LSSMbLSGV210 OR EaWALENT AT EVERY RAFTER TO RIDGE CCN+110N"FEN RArrtR5 DO NOT ALIGN DOUBLE 2X S HURRICANE ANCHORS MANUFACTURED BY ° ° SIMP50N STRONG-TIE GONIJEGTORS OF RAFTERS SIMPSON HDUS-5D52. MODEL W.LSTA24 OR APPRO EQUIVA LENT AT EVERY RAC TO RIDSE ° ° BOTTOM PLA \ / CONI ECTION V+qEN RAFTERS ALIGN RIM J015T �/ RSDGL o e NOTE: y/ 1 5013 FLOOR ALL 5TRAr'PIN6 TO BE II IF RAFTER FLOOR JOfST INSTALLED A5 PER MANUFACTURES Y SILL PLR SPEGIFiGATIONS AND NY5 CODE ��/ HIP CORNER PLATES MANUFACTURED 16 Co.STRAP TIES MANUFACTURED BY SIMP50N 5TRONO-TIE CONNECTORS TERMITE SHI BY SMPSON STRONG-TIE CONNECTORS �J MODEL No. HRGIZI FOR 2x MEMBERS FOUNDATION WALL kr No.GSI6 OR APPROVL37 EQUIVALE OR APPROVED EQUIVALENT INSTALLED AS NT. STRAP TO HAVE MIN.12"BEAMN6 ON THE STUD 1 M1 AND WRAP LIRPM SILL PLATE AT FOUNDATION. �o MANUt'AGTURES SPEGIFIGATIDNS { Ix3",i"STL.BEARING PLATE MAWFAGTURFD j B"SIMPSON 5TRON6-TIE CON1,1ECTOR5 MODEL-NO. E STRAPP I NO DETAIL LZWSJ z OR APPROVED ECAVALEN7 __-- IGAL%'xl2"HOOKED ANCHOR BOLT 5/a° THREADED STEEL RO 3 SCALE: 3/4" = I'-O" -o B'-O'O.G. -W/'7'MIN.EMBEDNEt."f INTO CONCRETE SIMPSON HDU5-5D52. -WITHIN 6-12'OF EACH END OF PLATE ,Z FOUNDATION STRAPPINO DETAIL DOUBLE 2X STU 3 SCALE: 3/4" = I'-o" SIMPSON HDU5-5DS2. ~ — MJRRIGAFE TIES MANUFACTURED BY V#CN NOT ALIONED 1^DTH RAFTER' HOOKED ANCHOR BOLT 51MP5RN STRONB-TIE TORS MODEL CONNECT K1N6 STUDS TO TOP PLATE, No.H25 OR APPROVED EQUIVALEIVALENT AT EVERY SEE ROOF"STRAPPING DETAIL WRAP IY4"GALS.20&A.COIL STRAP MIN. 12" PENETRATIO RAFTER TO BEAM G BO TH OTH SIDE HIP CORNER PLATES MANUFACTURED iR TOP OF TOP PLATE t NAIL INTO FOUNDATION , BY 51MP50N STRONG-TIE CONNECTORS RODS FRAMNEs (; MODEL No. HGP2 FOR 2x MEMBERS t I AND No. HGP4 FOR 4x MEMBERS OR f APPROM S NNUFACTURES SPECIFICATION I ti jai ` ,II IP t--- -- --- — -- -- — �I� ;� OUBLE TOP PLATE CRIPPLE I ROOF RA o ° �- LL FRAMING N 5TUD5 DOUBLE TOP PLATE P05T GAP MAWFACNRED BY SIMPSON 11 l err STRONG-TIE CONNEGTOR5 MODE.No.BG52-2/4 11 ,} OR APPROVED?EOVIVALEW INSTALLED _ I A5 PER MAWPAGTIRES SPECIFICATIONS 1 / I i ry� BFA I I JACK DECORATIVE COLUMN COVER `'T"D FULL LEN6,+ 4x4 COL I q 5TRAPP I NO DETAIL _ WALL STUDS GOLWN B I 3 - SCALE: 5/4" = 1'-0" FRAMED OPENI40 FOR NEW "NDOW OR EXTERIOR DOOR USE SIMPSON Z-MAX OR HD6 CONNECTORS TO INCREASE CORROSION RESISTANCE FOR ALL HARDWARE IN CONNECTION W/ AC-0 LUMBER. 4 MOLD DONN DETAIL O 50ALE: 3/4" = I'-O" F.GONG.SLA T1- 4 1 I— T NOTE. ! + I I f , UPLIFT GON1,EGTION 15 REG TARED COLUMN BASE MAWFAGTIIRED BY a i AT EACH END OF TH'_HEADER AND AT NO UPLIFT hEGTORS BOTTOM OF HEADER 5TUD5 IN ADDITION 51M'SON STRONCi-TIE MODEL REQUIRED Tht15 AREA j I TO GONNEGTOR5 AT WALL 57UD5 AND No,G5044- D52 II4STALIED 'e 1 1 AT TOP AND BOTTOM OF GRIFPLE5. AS PM MA AGTURERS SPECIFICATIONS OR APPROVED P EQUIVALENT / 1 ' I P.COW-CH�K WALL b 6O.STRAP TIES MANJFAGTURED USE SIMPSON Z-MAX OR HD6 CONNECTOR BY 5IMP50N STROR APP-TIEROVED OVED0OWE TORS TO INCREASE CORROSION RES15TANCE MODEL No.G5I6 OR APPROVED ECri11VALENT. STRAP TO HAVE MIN.12"BEARING ON THE 5ND FOR ALL HARDWARE IN CONNECTION g PORCH STRAPP f N0 DETAIL AND WRAP UNDER SILL PLATE AT FOUNDATION. I^U ACGT LUMBER. 5 UPLIFT CONNECTOR DETAIL---- 3 -- SCALE: 3/4" = 1'-0" 3 — SCALE: 3/4' = V-O"