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HomeMy WebLinkAbout50255-Z �r .w TOWN OF SOUTHOLD '4 BUILDING DEPARTMENT TOWN CLERKS OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 50255 Date: 1/25/2024 Permission is hereby granted to: Munisteri, Philip 15 Gaul Rd Setauket, NY 11733 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 355 Old ')hipyard Ln, Southold SCTM # 473889 Sec/Block/Lot# 64.-5-14 Pursuant to application dated 12/22/2023 and approved by the Building Inspector. To expire on 7/26/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $495.00 CO-ADDITION TO DWELLING $100.00 Total: $595.00 Building Inspector TOWN OF SOUTHOLD —BUILDING DEPARTMENT M Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 htt ://www, outholdtow..tin . Fav Date Received APPLICATION FOR BUILDING PERMIT '} " For Office Use Only PERMIT NO, 5 A Building Inspector. Applications and forms must be filled out in their entirety. Incomplete " applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name:Phillip Munisteri SCTM#1000-64-05-14 Project Address:355 Old Shipyard Lane Southold, NY 11791 Phone#:516-319-2441 Email:pbmunisteri@gmail.com Mailing Address:15 Gaul Road Setauket, NY 11733 CONTACT PERSON: Name:Todd O'Connell Mailing Address:1200 Veterans Highway Suite 120 Hauppauge, NY 11788 Phone#:631-650-6666 Email:permits@tocarchitects.com DESIGN PROFESSIONAL INFORMATION: Name:Todd O'Connell Architects Mailing Address:1200 Veterans Highway Suite 120 Hauppauge, NY 11788 Phone#:631-650-6666 1 Email:permits@tocarchitects.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $100,000 Will the lot be re-graded? ❑Yes ONo Will excess fill be removed from premises? ❑Yes ONo TI 905fiD 1 PROPERTY INFORMATION Existing use of property:Single Family Intended use of property:Single Family Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 Residential this property? Dyes igNo IF YES, PROVIDE A COPY. ® Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print na e)° odd O'Connell Architects 5RAuthorized Agent Downer Signature of Applicant: "—"'"" Date: ! -- Z— Z y STATE OF NEW YORK) SS: COUNTY OF `'t Todd O'Connell being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the Architect/ Agent (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this _Lday of , 20 Notary bl c KAREN MELENDEZ NOTARY PUBLIC,STATE OF NEW YOW PROPERTY AUTHORIZATION Registration No.01ME0011938 -�� Qualified in Suffolk County (Where the applicant is not the owner) C4mrnlsslon Expires August 2027 0 Phillip Munisteri residing at 355 Old Shipyard Lane Southold do hereby authorize Todd O'Connell Architects to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner' ignature Date Phillip Munisteri Print Owner's Name 2 SURVEY OF, LOT P 99 MAOF F'OUNDERS ESTATES o FILE N..834 FILED MAY IC, 1927 fi SITUATE SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YOF S.C. TAX No. 1000-64-05-11 SCALE 1"=20' DECEMBER 12, 2018 AREA 15,923 xq. ft. 5. e�°a (l9� �. _. V V" 51 A� WLIIIsj;. -IT THE EX1,97ENOF OF RIGMS OF WAY \ ^� ✓G, „, F7`11 ynlnU/J yp f M v. /( � a�^ XK ARNNbTf,NN `1 D.11 01 AZIARE AT G�A-111 it 4 N" 1.h T IT -1DI'111 AIVITID OT Y,h In M'W 0, a 11 rr PROPOSED LOT COVERAGE EXISTING LOT COVERAGE DESCRIPTION 511 511 DESCRIPTION AREA X LOT C011EIZAGE1 AREA LOT COVERAGE F 0, USE ft. 6 FIX OUSE I,Osi q.ft, 6.8% borwi 'A Nathan taft DICK 256 aq. ft, 1.6% DECK 1.6% Land Surveyor SHOWED 18 fl. MIX --R IL 1.11 . . ........ ---—------ GARAGE 253 xq.ti I.fix GARAGE 253 xq. I.fix 3 4X INGROU D POOL 600 q,fi. 38% INGROUMD POOL ft. N FRONE(631)x27-taxa I 1 11 — 1 11—— — F.(&31)727 TOTAL 2,t53 xq.ft. 73 SX PAIIO 650 nq.ft. 4.0% 01T1W"1fX.hPEli AT MAIL ADA 2,857 sq.ft, 17.9% 1586 Main RUM v.0.8ax 52& 05 '20 "E -75 .00 ' )c VINYL FENCE CLIMATIC AND OEOORAPHIG r7C510N CRITERIA r 6� TODD O'CONNELL TABLE R301.2(I)I ARCH ITECT P.C.�� HIND DE51ON 5UBJEGT TO DAMAGE GROUND SPEED TOPOG SPECIAL HIND 5EI5MIG FROM TODD O'CONNELL,'AIA 5NOH (MPH) RAPHIG WIND BORN DE510,N WEATHERING FROST LINE TERMITE HINTER ICE FLOOD AIR MEAN 1200 Veterans Memorial Highway LOAD EFFECTS REGION I DEBRIS CATEGORY a DEFTH lz DE51ON BARRIER HAZARDS 9 FREEZING ANNUAL Suite 120 I: ZONE m f TEMP 2 REQUIRED bINDEX I TEMP J Hauppauge;NY 11788 E30r- 5 FT MOD TO 50 5Owlt NO I MILE B 'P(6�1)650-6666 FROM — SEVERE BFG HEAVY 15 YES NONE 1500 OR 55.4 F(63 1)650-6667 GOA5T LE55 . - C(516)658-0325 MANUEL J DE51ON CRITERIA " ►�rr. ..... INGROUND POOL I ELEVATION LATITUDE WINTER SUMMER ALTITUDE GORREGTION INDOOR D[51GN DESIGN TEMPCRATURC HIGH TEMPERATURE HEATING COOLING FACTOR TEMPERATURE COOLING DIFt"ERENGC ------ ------ ------ ------ ------ ------ ------ ------ '�F- 0 COOLING WIND WIND COINCIDENT DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY TEMPERATURE VELOCITY VELOCITY NET BULB 1 r. DIFFERENCE HEATING COOLING tL Y TO THE BEST OF MY KNOWLEDGE, BELIEF AND tu z PROFESSIONAL JUDGEMENT, THESE PLANS Z z I AND/OR SPECIFICATIONS ARE IN COMPLIANCE tu < WITH THE FOLLOWING: tL PATIO = m I°GAET�ON NOVEMBER 201IDENTIAL CODE g tn z PUBNEW YORK STATE � r 2020 RESIDENTIAL CODE OF NEW YORK STATE O CHAPTERS 12-25 FOR MECHANICAL SYSTEMS z # v I 5 1 I 2020 RE51DENTIAL CODE- Or NEW YORK STATE F�- 18.0 CHAPTERS 24 FOR FUEL 4 GAS SYSTEMS J 2020 RESIDENTIAL CODE OF NEW YORK STATE O }- CHAPTERS 25-55 FOR PLUMBING SYSTEMS Z Q 2020 RESIDENTIAL CODE OF NEW YORK STATE vwo v ROOF OVER CHAPTERS 54-42 FOR ELECTRICAL SYSTEMS M o z�0 W LL „°� o � PATIO -71 ENERGY CONSERVATION CODE OF NEW YORK STATE Q M I$k a PROPOSED DETACHED L w°�= w o � — — — — AS ADOPTED WITH THE 2018 I EGG o m � OARAC E WITH ATTACHED ❑ THE PROJECT COMPLIANCE METHOD CHOSEN IS TOTAL Otj ~MQWt�b N z o�°�o m ROO1- OBER PATIO UA-ALTERNATIVE AND A RESGHEGK HAS BEEN SUBMITTED z0 wUNDER SEPARATE r�PPLIGSTION I WITH THESE DRAWINGS. p z _ v W T�N v FRAME z�O�z OARAGE � v�v°off° s O 34.40 0�LU w7-�oo 24.0 F- noN ")� Q�� o�gqo tu E 1U-w VR'4 K� N w— > Ow tri N1nFwQro�N w z�Ll Sfl OQ,NO�z m zv a0� Z ZON I NO INFORMATION. WWI �- TONN OF 5OUTHOLD z SECTION: 64 BLOCK: 5 LOT(5): 14 v } A WOOD V I ZONE: R-40 REQUIRED EXISTING PROPOSED PR01='OSED DECK z LOT AREA 40,000 SQ.FT. I5,g22 SQ.FT. NO CHANCE ONE STY. ADDITION LOT WIDTH 150 FT. '75 FT. NO CHANCE ~ LOT FRO DEPTH 1'75 FT. 211.84 FT. NO CHANCE /if/13.3 16.3 I ARD 55 FT. 44.6 FT. 56.6 FT. ( REAR YARD 35 FT. 125.12 FT. 124.8 FT. SIDE YARD (MIN) 10 FT. 16.8 FT. NO CHANGE z SIDE YARD (AGC) 25 FT. 43.2 FT. NO CHANCE BU I LD I NC HEIGHT 35 FT. 20 FT. NO CHANCE LOT G01�ERACE 20 % 15.72 % Ig.65 % 0- z 250-124 non-conforming lots I STORY This section is intended to provide minimum standards for9 a g rantin of building m FRAME RES. permit for the principal buildings of lots which are recognized by the Town under �'G p N §280-a, are nonconforming and have not merged pursuant to §2ao-10. 0 0 O m NO. 555 I LOT GOVERAOE - 12 26.60' CALCULATION UA y(LoA tt ZONE: R-40 5Q. FOOTAGE J�J14.0 LOT AREA Z Uj 15,822 SQ.FT. Z _ g I \ Q DWELLING —R O _ PROPOSED R O PORGPROPOSED I STORY ADDITION 155 Q "ROP05ED Q WOOD DECK 252Q < Z UA 0 SGPEEN o �— ,� PORC �- INCROUND POOL 587 r n � Q PROP05ED GARAGE WITH R/O (5ERAPP.) -105 U V /—T -1 Z PROPOSED FRONT PORCH 0 UA ® 555 O \0 OL I � TOTAL 3,130 5Q.FT. � p0 11.65 % OL MAX LOT COVERAGE 1Ln z I 15,ci22 x 20% = 5�la4.40 5G.FT 1Y� 3 � Q - LU W z 125055 '00 "lel -75 .00 < . ° tu z OLD SH I f=NrARD ROAD o o Ho i R ry TODD O'CONNELL � RCHITECT P.C. e, TODD O'CONNELL, AIA GENERAL NOTES 1200 Veterans Memorial Highway Suite 120 Hauppauge;NY,117$8 1. CARBON MONOXIDE ALARMS AND CARBON MONOXIDE DETECTORS SHALL BE INSTALLED r 'P(68 1)650-6666 IN BUILDINGS AS REQUIRED IN ACCORDANCE F t6h)650-6667 WITH THE 2020 FIRE CODE OF NYS-SECTION p",&f516)658-0325 115.4 (CARBON MONOXIDE DETECTION r r w r SYSTEMS) FOR RESIDENTIAL BUILDINGS . INTER-W I RED FIRE/SMOKE AND GARBON MONOXIDE DETECTORS WITH BATTERY BACKUP AS PER NFPA 720 AND SEG. R314 " 13-35/8 AND R315 OF THE 2020 RESIDENTIAL CODE � . OF NYS SHALL BE INSTALLED IN DWELLING 2'-0" EXIST WOOD DECK UNITS OUTSIDE OF EACH SEPARATE " SLEEPING AREA IN THE VICINITY OF THE jr } BEDROOMS. WHERE A FUEL-BURNING " ? FOUNDATION OPERABLE APPLIANCE IS LOCATED WITHIN A BEDROOM FOUNDATION WALL " " CIRCLE WINDOW OR ITS ATTACHED BATHROOM, CARBON 10x20 P.GONG. FOOTING PIN FOUNDATION #4 KEY A MIN.5 W/2x4" REBAR ® 24 O.G. MONOXIDE DETECTION SHALL BE INSTALLED KEYWAY;MIN.36" BELOW VERTICAL (TYP) 6RADE. (TYPICAL) WITHIN THE BEDROOM. 13'-35/8" I6'-43/4" CRAWL 2. ALL ELECTRIC WORK SHALL BE VENT TMPERFORMED IN STRICT ACCORDANCE — — — — — — — — — — EXI5TIN6 FOUNDATION yC� AL16N WITH THE LATEST EDITION OF THE N.E.G. FLOORS EXIST EXIST 1- 3. ALL CONDITIONS AND DIMENSIONS — — — — — — — — 3-0 8'-55(�)2'xl (420XIO" TO BE VERIFIED IN FIELD BY THE NEW 2•X&•F.J.a 16.O.G. X88 BA = Y - GENERAL CONTRACTOR AND REPORT z # AL 16N WITH EX15TIN6 KNEE WALL AND X m a ANY DISCREPANCIES TO ARCHITECT 8I' 12'-75/8" 8'--r"CLO.H . �t PRIOR TO START OR CONTINUATION — p I FRAME CLOSET AT a, n � J _I _! I G,Aw E BEDROOM LEVEL • ® �+ q n F OF WORK z BLOCK SOLID O ��� `� 4. NO GALV. NAILS OR CONNECTORS IN DROP FOUNDATION I ' I -� _ 4-b O KID ACG. LUMBER ARE PERMITTED. ALL o o TO MATCH SUNROOM - - m CONNECTORS AND FASTENERS FOR AG W 3 a - EXIST SUNROOM ~ LUMBER MUST BE STAINLE55 STEEL OR Q _..._. L....._ l2)2•x&� _ ..._..... a exisnp4�xb�-S.D. m m �,u U- n/ uFr C.aaw E�aCE ::4 V-O"CLO.HT. HOT DIPPED GALVANIZED G-185. ° o -7W rlFugq00 d) ir I = NEW 2'X&•FJ.a 161 04. 12,_x5/8„ 1 �� i� 5. A5 PER SEG. R31O EACH HABITABLE ro 0-1 w O ALIGN WITH EXIsnN6 X I "o O �� U lq NEW 2"X&•CJ.a 16'olG. x ROOM SHALL HAVE AT LEAST ONE Q o ., o STEP FOOTING m t>7 iv p ALIGN WITH EXISTIN6 i �� t- OPERABLE WINDOW FOR EMERGENCY F► F�a S w o'3 m AS REQUIRED I X I N u N 34!'D�w m _ n I�� �\ EGRESS WITH A MINIMUM CLEAR � � z_LL }4 � ----- - ------s- -=i-------- oa'v�" win �_ __� - OPENING OF 5.7 SQ. FT. (GRADE oo zmo Y - - FLOOR OPENINGS SHALL HAVE A °z�_-11:17):�3 PIN FOUNDATION #4 ALIGN V MINIMUM CLEAR OPENING OF 5.0 SQ. ��$N�owo = 00 REBAR ® '24" O.G. [—REMOVE EX15TT� FLOORS FT.). THE MIN. HT. OF OPENINGS TO ° w z �o ml=� 0EL �-1 N F- w $ 4 VERTICAL (TYP) WINDOW -THIS PROJECT 15 TO COMPLY WITH O WALL BE 24" AND MINIMUM WIDTH TO BE 20" Q-1 4a $�0 CREATE APPENDIX J OF THE 2020 RESIDENTIAL — — — — AND THE BOTTOM OF OPENINGS NO Q'2 W'°�° } EXI5TING CAGRAWL CODE OF NYS m — — — m o ,�,_ °F 9 wwz ' HIGHER THAN 3 8 A.F.F. FOUNDATION PANEL a -MUST COMPLY WITH SECTION AJ8 — EXPANDED BEDROOM 8'-0"CLO.HT. wQ Ox � -ADDITIONS L 6. ALL WOOD POSTS SHALL BE BUILT EXISTIN6 2"X&'FJ.a 16.O.G. I -LEVEL 2 ALTERATION AS PER SECTION UP WITH (2) 2X4'5 NAILED TOGETHER W/ u r1 u w U AJ6 • FO>w�o E lad NAILS g 8 O.G. UNLESS OTHERWISE 0 w-r w EXIBTIoNG KITCHEN �-��u-�mwF��l :o T. NOTED 90013 CJ oo uw a x'�x0— z NOTE= DOUBLE JOIST5 UNDER - X � -1. ALL FRAMING SHALL COMPLY WITH ��� °�i 3�� � PARALLEL PARTITIONS ABOVE I �� W LL NOTE: CONDITIONS DRAWN AND NOTED AS '� EXISTIN6 ARE TO BE CONFIRMED AT +�� THE 2020 RESIDENTIAL CODE OF NYS '�$ awl 9m �o8 0 x START O GIED IMMEDIATELY ARGHITEGT 15 8. ALL EXTERIOR PORCH/DECK/ r TO BE NOTIFIED IMMEDIATELY OF ANY STAIR FRAMING TO BE AGQ DISGREPANGIES a _ _ --o O - - — (2)2'X 6" FIAT 2•x_4"A 50ve _ O _ LUMBER-U.O.N. v } �— ALL EXISTIN6 PLUMBING, • — ELEG �. ALL ELECTRIC TO REMAIN AND T'RIGAL,MECHANIGAL, ETC. THAT �- BATH 10" POUR GONG. INTERFERES WITH NEW WORK TO BE &-o"GL6.HT. I MODIFIED TO ACCOMMODATE NEW CHEEK WALL REROUTED, MODIFIED, REMOVED, ETC. A5 O I I C'S I _ CONSTRUCTION. FINAL ELECTRIC TO HAUNCH AND PIN TO REQUIRED TO ESTABLISH PROPER n 1 BE DETERMINE IN THE FIELD EXIST WITH #4 REBAR WORKIN6 CONDITION- VERIFY ALL CONDITIONS IN FIELD 10. ALL ANCHORS, STRAPP I NCC AND e - NEW UL APPROVED PRE-FAB 6 jj CONNECTORS AND HARDWARE TO BE LEDGER NOTE: F.P. TO BE SEL.BY OWNER; O S I MPSON STRONG TIE OR AN APPROVED �t LAO TO EX15T WITH J"41 X 6" LAC, BOLTS I' EXTERIOR COMBUSTION AIR DUGT5 ' ' ' MANUFACTURE AND TO BE INSTALLED AS O.G. STAGGERED;TECO JOISTS TO LEDGER SHALL BE A LISTED COMPONENT II PER MANUFACTURE WRITTEN IO WITH ZING COATED OR HOT DIPPED 01= THE F.P.; INSTALL ACCORDINI5 II 1 INSTRUCTIONS- UNLESS OTHERWISE NOTED N GALVANIZED TO MANUF. INSTRUCTIONS ' I'-6" • 1 _6 '� 11. ALL ENGINEERED LUMBER TO BE NEW OAS FIREPLACE x - NOTE= ANDERSEN 400 SERIES u~i TO BE 5ELE01 I CLADDED AND SEAL AS REQUIRED z EXI5TING FOUNDATION O � CASEMENT WINDOWS ►u n I - TO PROTECT AGAINST THEcl F V OR EQUAL TO BE INSTALLED I cV WEATHER ENVIRONMENT O O _ EXISTIN6 BEDROOM _— —_ —_ IZ z I NEW 2'X10'AGQ LED61=R V-0"CLO.HT. EXIST EXIST EXIST DEMOLITION NOTES: N I. REMOVE PARTITIONS SHOWN TO BE p i - 4"x4" BETWEEN REMOVED AS NOTED ON DWGS.- SHORE AS EXISTIN6 FOUNDATION SCREENING REQ'D AT LOAD BEARING PARTITIONS ENEw s•XIo•AGO L I PROPOSED 2. CONTRACTOR SHALL BE CAREFUL AS TO nl III SCREEN p_ NOT DAMAGE EXISTING CONSTRUCTION THAT NEW(3)2'X&•AGO NEW(3)2•X&'AGQ .. PORCH d REMAIN AND SHALL REPAIR ANY OF THESE NEW 2•X10'AGO LEDGER GIRDER GIRDER O EXIST EXIST 1 �� � DAMAGES AS REQUIRED. _ , I----------- _ ul O 3. CONTRACTOR SHALL RE-ROUTE, RELOCATE OR ---- III OL 14"O SONO TUBE 1 L------- v REMOVE (AS REQ'D) ALL EXISTING ELECTRICAL, lu • O FILLED SOLID 1 o _ PROP05M I sp O PLUMBING AND HEATING LINES THAT INTERI-ERE Z rn MIN. 36" BELOW - p FRONT PORCH r WITH NE-W CONSTRUCTION. — 1 n GRADE (TYP) O 1 u 1 REMOVE STEPS LS TOB SELECTED 6"x AGQ Q— _ — — NEW(3)2•X&•AGO GIRDER CONTINUOUS NEW 03)2•x6•AGO GIRDER CONTINUOUS POSTT (TYP) IAA< \Z-HANDRAIL )2"xl0"-GIRDER-ENGAP. Z (3)2"x 10'-61 RDER-ENGAP. P. GONG. �+ TO HANRAIL WALL KEY -- - - - - �-1 �C � SLAB UNDER 6"x6" AGQ POST TO GORE � Z q)O STRINOER—!: • WITH DECORATIVE WRAP — EXIST TO BE REMOVED V 1 6'-10" 5'-103/8" 5'-103/8" 5'-103/8" 5'-103/8" " EX15T TO REMAIN n NEW WOOD FRAME GN5T 31 -7y4 NEW POURED CONCRETE N Q FOUNDATION PLAN �I R5T FLOOR FLAN (� 4"x4" F05T UNLESS OTHERWI5E (lam ® NOTED Z SCALE: I/4" = I'-O" SCALE: 1/4" = I'-O" ® HOLD DOWN AS NOTED uMl HARD WIRED SMOKE 11 1 O• DETECTOR W/ BATTERY BACK-UP 0 ® 80 CFM FAN TO EXTERIOR _ v U1 m Q HARD WIRED CARBON MONOXIDE 6 ry Z X DETECTOR W/ BATTERY BACK-UP (� MIN 12" A.F.F. AS PER r 2020 RESIDENTIAL CODE OF NYS O Z DENOTES E6RE55 WINDOW LU 0 ( ....f_ " TODD O'CONNELL j__",( R C H ITECT P.C. TODD O'CONNELL,"AIA 1200 Veterans Memorial Highway 5ultp 120 Hauppauge,NY 11788 P(631)6150-6666 F t6h)650-6667 C 516658-0325 al NEW 2").4"1G.T. �D z # m i x n z th NEW.2"X6. R.R. O NEW 2"xb" R.R. LZJ o Ib O.G. a • Ib' O.G. OVERLAP PLYWOOI7 N z Ii......... o z iw w 24" EACH DIRECTION -7 0 ALIGN NEW RAFTERS — — _ — — — Z o �clg IN6 FSnrr� ALIGN RID6ELINE S i' // 2•x R.R o Ib•OA. 2'X b'K.K.O Ib•0.0. o . o m v w TO EXISTING RAFTERS �JQO sw2w IL tow 1,-QoZm w j a ICE SHIELD ENTIRE / o -o AREA REQUIRED = 0 a S AND CRICKET AS _� v a gooZo} I Qv w� v�m w z w�FwU��in V v wQ� ° �a N 1 I LU LU �D-U Z m U 16 N it N p wwto was x iv F-1 N i EXISTIN6 to qx(2)2 x8.. ' .' - (2)2 ADD 12" rye ADD 12" FLYING CABLEI FLYING GABLE 1 I z 1 I 1 I I PROPOSED "DO66Y" u REMOVE EXISTING OVERLAY REVERSE GABLE I W ROOFLINES- F- x x 2"Xb" R.R. • 16" O.G. x x .� 2"X4" G.T. a Ib" O.G. !Z Z \ I 2"x8" RIDGE N o p ALIGN DORMER OVER O o I WALL BELW ° I e I ANDERSEN I I I ANDERSEN #20210 I #20210 N DROP ROOF PITCH- DROP ROOF PITCH Z AT WINDOW POCKET I AT WINDOW POCKET O _ AND ICE SHIELD ENTIRE — I AREA ICE SHIELD ENTIRE AREA (2) "X8' (2)2' 8" FLASH AS REQUIRED I FLASH AS REQUIRED �— 1 1 - I O Q ROOF PLAN SCALE: 1/4" = 1'-0" O OL O 00 Z m p tu tuM 3 i " "To DD O'CONNELL _ARCH ITECT P.C. TODD O'CONNELL,'AIA 1200 Veterans Memorial Highway Suit2120 Hauppauge,NY 11788 `P(63 1)650-6666 ' F 16 1)650-6667 I ....x.,(516)658-0325 / JT NEW 12 FLAS N6 (TYP) NEW 12 NEW 12 FLYING GABLE FLYING GABLE FLYING &ABLE , rr REMOVE EXIST ROOF 12 FLASHING (TYP) ly - 1 12 m 3 ASPHALT SHINGLE Q O MATCH EXISTING ' A"" \ i \ i \� SCREEN PANEL \ u \ / \.' % AS NOTED ON PLANS \\l j•\ \\\- � \ ' , 1 u 12 DECORATIVE ;.\ \ COLUMN WRAP ) LLU _...... . / \ K / / > 4z N? 0 / u�ooF m W ............... yo&RADE i U CRAVE &RADE �> / %% \,- o f I I I I I I I I o I I m l I I I I I Www°3wig o� m I I I I Q o o�°z�la LJ LJ LJ LJ_ J LJ L - - - � � � N '.. ° -,= ��Q�o�� N mU"wU_ z VV mw WEST ELEVATION SOUTH ELEVATION �= T m V, o SCALE: 1/4" = I'-O" SCALE: 1/4" = 1'-0" N NEW 12" OVERLAP PLYWOOD FLYING GABLE 24" EACH DIRECTION NEW 12" FLYING- NEW 12" FLYING ALIGN NEW RAFTERS _ __ . ...... . GABLE ICE SHIELD ENTIRE AREA I 6ABLE TO EXISTING RAFTERS CRICKET AS REQUIRED I ALIGN RIDGELINES i T.O. RIDGE N(ATCH / \ I 12 ELEV. +8'-0° ` .�....`..... .._. . _.. FLASHING (TYP) Z / \ { r" 00, I \ ,i _._.._........... \ FLASHING (TYP) 1 1 i a3 \. , I v T.O. PLATE MATCH -__. .. _ ....._._.. _..._..._.._.._._..._. ..._._.. .) . 1 \ Q. Z / ......... .........::_.........._. O O ELEV. +13'-0" ANDERSEN N _ _.. EGRESS WINDOW SIDING TO MATCH _ EXISTING O \ N p O O LEI - ' � 0. OUTDOOR r 4 SHOWER STALL _ ._.. .... . _. ...... .. I I / _. PRE-FAB TO BE _...... ................:...... ............ SELECTED ....... _.. I I ................ r O _ ........... T.O. 121 FL. (MATLINE CH) ELEV. +0'-0" TING D EXIS _.......__................I 1 RESIDENCE LU &RADE &RADE 6R,4DE I k >/ - 6RADE - - - - - - - - - - - - - - - I STEP FOOTING m AS REQUIRED EA5'T ELEVATION NORTH ELEVATION O O O SCALE: 1/4" = 1'-0" SCALE: 1/4" = I'-O" OL l� to z m 0 g W cv O � d) < O ztu _ HURRICANE ANCHORS MANUFACTURED BY SIMPSON STRONG-TIE CONNECTORS MODEL No. H25A OR APPROVED EQUIVALENT AT EVERY HURRICANE ANCHORS MANUFACTURED BY RAFTER TO PLATE CONNECTION BOTH SIDES WHEN U5P CONNECTORS MODEL No. TMU26,TMU210AoDD O ECT P ONNELLL -RAFTERS DO NOT ALIGN WITH SNDA OR APPROVED EQUIVALENT AT EVERY �.. I"RCH WALL STUDS • I6 O.G. RAFTER TO RIDGE CONNECTION MEN RAFTERS DO NOT ALIGN TODD O'CONNELL, AIA HURRICANE ANCHORS MANUFACTURED BY 1200 Veterans Memorial Highway SIMP50N STRONG-TIE CONNECTOR 16 Ga. COIL STRAPPING MANUFACTURED USP CONNECTORS MODEL No. 5T22 suite 120 L. #H'IZ TO BE USED WHEN BY SIMPSON STRONG-TIE CONNECTORS OR APPROVED EQUIVALENT AT EVERY OF RAFTERS Hauppauge,NY 11788 RAFTER ALIGNS WITH STUD / _ \ MODEL No. 0516 OR APPROVED EQUIVALENT RAFTER W��� CONNECTION _� "p(631) 650-6666 USE A MINIMUM OF TWO 6d0: : NAILS THI5 SIDE WITH tti • F 631)650-6667 TOTAL OF FOUR INTO RAFTE I BOTTOM PLA RID -mac(516)658-0325 ^ RIM JOIST ° 0 ° ROOF RAFTS ° DOUBLE TOP PLA i I I 4� STUD PLATE TIES MANUFACTURED BY 51MFWN 5TRONG-TIE CONNECTORS MODEL No. RSP4 4 g; OR APPROVED EQUIVALENT AT EVERY STUD SUB FLOOR ' "�� i u TO PLATE CONNECTION WHEN RAFTERS DO NOT . FLOOR JOIST Y' ALIGN WITH STUD r STUDS ® I6" O.G. _.,. I ° - ° 16 Ga. COIL STRAPPING MANUFACTURED ° TWO 8d NAILS BY 51MP50N STRONG-TIE CONNECTORS L 3/4 I O NOTE= MINTO PLATES MODEL No. CSI6 OR APPROVED EQUIVALENT m ALL STRAPPING TO BE IGHT 8d NAILS INSTALLED AS PER MANUFACTURES INTO STUDS SPECIFICATIONS AND NYS CODE 1- N WALL STUDS o I6" O.G. � 0 i�00 STRAFF I NO DETAILFLOOR STi� FFINO DETAIL 10 SCALE: 5/4" = 1'-0 " .1 -a -O" z In USE SIMPSON Z-MAX OR HDG CONNECTORS z TO INCREASE CORROSION RESISTANCE ,-SPINDLES TO BE MAX FOR ALL ARDN w IMBER NNECTION OF 4" O.H/ACO G. ? O WALL STUDS 0 16" o.G. PROVIDE HOLD DOWNS AT I " MIN. EDGE z o o o a ALL CORNERS AND BOTH DIFFERENCE SIDES OF OPENINGS 6 ami IGANE ANCHORS O o w OR GREATER IN WIDTH MANUFACTURED BY USP LUMBER CONNECTORS m rul MODEL No. RT7 OR ~ APPROVED EQUIVALENT ' 4 z w m Q DOUBLE 2X S o,n' f-u�6 rn w oo Y LOCATED AT EVERY JOIST v D o w W 4• TO BEAM CONNECTION n 5/8"x12" STEEL ANCHOR :' ,� Q Q o�; = O BOTTOM PLA �\ SIMPSON HDU5-SD52. BOLTS AT 5'-O" O.G. MAX. 3'4 xb COMPOSITE oR ACO o }w o x o v F- ' DECKING u� z-Qw RIM JolTT ST MIN EMBEDMENT OF " aQ _4 z 0 - 2"X8" ACG a 16. O.G. <w ozLdoQ��� SEE PLAN--" s) 2"xa• AW oNWN �w %14, GAL". STL. BOLT5 N MM p _o_H a " - O LL�w`� ►-�Ow N II o> wiL- SUB FLOOR - �° ELEVATED POST BASE MANUFACTURED BY v°'O o u ALL STRAPPING - �u. 4 w O o TO a SIMPSON STRONG-TIE CONNECTORS MODEL z m FLOOR JOIST INSTALLED AS PER MANUFACTURES z ►��i } z 0 No. BGS-516 OR APPROVED EQUIVALENT T o wo f Z SILL FLA SPECIFICATIONS AND NYS GODS I Q w w TERMITE SHIEL 16 6a. STRAP TIES MANUFACTUREDII wwvgwQflw FOUNDATION YBY SIMPSON 5TRON6-TIE CONNECTORS ° n `fl a�a I a. ►$-Q Q m o A 0 8 (� ODEL No. 0516 OR APPROVED EQUIVALENT. STRAP TO HAVE MIN. 12" BEARING ON THE STUD AND WRAP UNDER SILL PLATE AT FOUNDATION. I I ° IN 11 II "x5mAm STL. BEARING PLATE MANUFACTURED 0 ' a d BY SIMPSON 5TRONG-TIE CONNECTORS MODEL No. s LBPSI'z OR APPROVED EQUIVALENT NG�tOfi� BOLT DT>�I ° 4"4) SONO TUBE FILLED SOLID ICAL %"xl2" HOOKED ANCHOR BOLT W/3000psi P. GONG. - a 5'-0" O.G. a. MIN. 56• BELOW GRADE - W/T' MIN. EMBEDMENT INTO CONCRETE 5'/g" THREADED STEEL RO - WITHIN 6-12" OF EACH END OF PLATE SIMPSON HDU5-SD52. , TION STRA =Pl NCC DETAIL DOUBLE 2X SIU m SCALE: 5/4" = 1'-0" 51MP50N HDU5-50052. WHEN NOT ALIGNED WITH RAFTER, Z CONNECT KING STUDS TO TOP PLATE, HOOKED ANCHOR BOLT SEE ROOF 57RAPPINO DETAIL WRAP V4" GALS, 20 GA. COIL STRAP MIN. 12" PENETRATION VER TOP OF TOP PLATE d NAIL INTO FOUNDATION ROOF FRAMING IL s 11 O O z CRIPPLE tV N STUDS Q DOUBLE TOP PLATE I DGfG DETAILo • SCALE: I" = I'-O" 47 .. iv \--HEADER u JACK STUDS a 16. O.G. LLI STUD SIDING TO BE SELECTED FULL LENGTH ASHING Z BY OWNER O <_ WALL STUDS J. a 16" O.G. -A— FRAMED —FRAMED OPENING FOR NEW ly L '-- V WINDOW OR EXTERIOR DOOR " DIAMETER LAO BOLTUSE SIMPSON Z-MAX OR HDG CONNECTORS — AC40 DECKING TO BE SELECTED u TO INCREASE CORROSION RESISTANCE 1I ' }- FOR W ALL HARDWARE IN CONNECTION ®® <Z W/ ACG LUMBER. • .SIMPSON STRONG TIE DTT2Z OR 51MILIAR DEVICE 7 T AAr`-- V / O �� 2"x8" ACO F.J. ® I6" O.G. LEDEER NOTE: 17EN51ON LATERAL O Q NOTE: OUNDATION CONNECTIONS TO BE LOCATED OL :1LECTORS, UPLIFT CONNECTION 15 REQUIRED WITHIN 24" OF ENDS OF DECKNO UPLIFTAT EACH END OF THE HEADER AND AT MIN. 2 PER DECK REQUIRED TIh415 AREA I I BOTTOM OF HEADER STUDS IN ADDITION �I TO CONNECTORS AT WALL STUDS AND nn AT TOP AND BOTTOM OF CRIPPLES. Z •: :•: I I I I I I • • :: �� m � Hill a 6 Ga. STRAP TIES MANUFACTURED BY SIMPSON 5TRONG-TIE CONNECTORS USE SIMPSON Z-MAX OR HDG CONNECTORSIN W MODEL No. 0516 OR APPROVED EQUIVALENT. TO INCREASE CORROSION RESISTANCE LEDOER/LATERAL TIE DETAIL L F- STRAP TO HAVE MIN. 12" BEARING ON THE STUD FOR ALL HARDWARE IN CONNECTION Y_ AND WRAP UNDER SILL PLATE AT FOUNDATION. W/ACG LUMBER. z SCALE: 1" = 1'-0" � �O Q 2 UPLIFT CONNECTOR DETAIL � � z J 5 3 ® SCALE: 5/4" = 1'-O" Q O 0 p TL)c TODD O'CONNELL �R C H ITECT P.C. TODD O'CONNELL,`AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P(631)650-6666 F(631)650-6667 C(516)658-0325 r —2 R905.1.2 ICE BARRIERS . PROVIDE ICE PROTECTION WHICH ;;. CONSISTS OF AT LEAST 2 LAYERS OFUNDERLAYMENT CEMENTED TOGETHER OR A SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET TO 12 EXTEND FROM THE LOWEST ASPHALT SHINGLES TO 1 EDOE5 OF ALL ROOF SURFACE'S BE SELECTED OVER 15# MATCH TO A POINT NOT LESS THAN 24 / BUILDING FELT OVER EXIST INCHES INSIDE THE EXTERIOR / J" GDX SHEATHING OVER �\ WALL LINE OF THE BUILDING. 2"x6" R.R •Ib" O.C. 2"X6" R.R. ® I6" O.G. R-21 BATT INSULATION ALIGN EXISTING FLASHING (TVP) to T.O. RIDGE 2xb R.R. • Ib" O.G. FLASHING (TYP) �� DOE — I lt— /2" GDX PLYWOOD SHEATHING ASPHALT SHINGLES TO MATCH EXIST � � 4x3 ALUMINUM 61Jt"1'�TZ W/ _ — — — — — — — — — — — # 5x4 ALUMINUM LEADER TO OVER 15#BUILDING FELT 3 2 BE SELECTED BY OWNER d HURRICANE TIE ON I Xb" FA50IA BOARD I F- BUILD KNEE W/VENTED SOFFIT NEW 2"Xb" G.J. ® 16" Ob. -� J nu R-21 BATT INSULATION 1 EXISTING RAFTER5 z a VENTED VINYL SOFFIT _i I ALUMINUM DRIP EDGE WALL TO UNDERSIDE 2'Xb" FASCIA TO OF RAFTERS T.O. PLATE�MATGH }- MATCH EXIST. I i 2"xb" R.R. Ib" O.G. EXISTING I I EXISTING HEADER SHEET ROCK FRAMIN5 1 1 w ul o 2x6 G.J. • Ib' O.G. NEW STUCCO FINISH TO I I (3)2"XIO" 61RDER BE SELECTED MATCH O.H. TO MATCH EXIST I I a Q ALUMINUM GUTTER ENCAPSULATED SURFACE ON I/2" GDX EXPANDED BEDROOM v o 0 IN R161D INSULATION 1 i 6'-0"CLO.HT. Ixb FRIEZE BOARD PLYWOOD SHEATHING BATH i i o F <o w 2'x6" STUDS m Ib' O.C. 8'-'I"01-6.HT. N O J J Q W 14� v N z° w 2"x8" AGQ ® I6" O.G. EXISTING STUD ALW/R-21 BATT INSULATION REMOVE 0 L w �_ W R-21 BATT INSULATION EXISTING WALL I I Q 2xb STUDS a Ib O.G. (5)2"X8" AC-0 I I EXIST 2"X8" F.J. ® Ib" O.G. ° _�=J a z V 2x8 F.J. ® I6 O.G. V - W 0 T.O. 15T FL. (MATCH) ALIGN WITH SUNROOM I I w V����S o m o 6 � O /2" COX PLYWOOD SHEATHING GIRDER cV v o� woz��o v I- TYVEK HOUSE WRAP ELEV. +O'-O" Q " RI61D FOAM IN51JLATION O Q Q J Q w O � GRADE ,.�•_ GRADE wwoi '�'Oo °W 2"X10" AGQ LEDGER R-21 BATT INSULATION z a z aL _ (3)2"X8" AGO BOARD " RI61D FOAM INSULATION GIRDER - O �• .• � ��• .I TECO ALL JOISTS p vNwwQutF°z rr;aw e.�ert= E)CISTIN6 BASEMIENT R-21 BATT INSULATION I I I to v v ��� a V � -- -- u. mm K�� � N ttl _�w_ww I/2" GYPSUM 1�VALL BOA 2xb STUDS m Ib" O.G. L J J EXISTING FOUNDATION O L y� o a ` " 14"0 SONO TUBE WALL r m TRIM TO SELECT /2 COX PLYWOOD SHEATHING FILLED 50LID v x O- Z 5/4" PLYWOOD SUBFLOOR MIN. 56" BELOW o�' N SIDING TO BE SELECTEDTYVEK HOUSE WRAP SRADE (TVP) HT Q LU 2xb FJ. o 16" O.G. Stu N-s o ALIGN EXISTING R-21 BATT INSULATION N m 2x6 ACG SILL PLATE TERMITE SHEILD d 51LL INSULATION A 0 x12" HOOKED ANCHOR BOLT OR055 5EOT I ON A ORO55 5EOT I ON 5 ASTIC DAMPROFFIN6 SCALE: 1/4" = 1'-0" 50ALE: 1/4" = 1'-0" dJ � M � c FINISHED GRADE ' III—I 7E�XP�ANSION ATION WALL Z LAB PROVIDE . WALL 2x4 KEYWAY b., 10x20 P. GONG. SPREAD FTG. Q4" FRESH AIR VENT « MIN 56 BELOW GRADE m THROU61-1 ROOF O REBAR MIN. 5" GONG.COVER J 1 D- Z I • I m o •o . - ' .. • - a.• I p O I at BATHROOM 2■ LAUNDRY — > --T" SHOV`JER 1-l._I l�IA�LL I� TI L 2"1 ;2 1 Z Z AS O �- OI SCALE: 1" = 1'-0" FIRST FLOOR 2. 2.. 2.. !— G.O. 33G.O. � 3" CONNECT TO �< ZI— - EXISTING WASTE (1� !— (� O OL O p0 FL.UME31 NO R 15ER D I AGORA M z SCALE: 1/4" = I'-0" m D LU z ul Q � � O 4 z # to lil Q O 0 211 0 TABLE R602.3(5) SIZE, HEIGHT AND SPAG I NG OF WOOD STUDS g TABLE 8602.3(1) TABLE 8602.3(1) BEARING WALLS NON-BEARING WALLS FASTENING SCHEDULE FASTENING SCHEDULE CONTINUED MAXIMUM 5PAGIN0 MAXIMUM 5PAGING WHEN MAXIMUM SPACING WHEN NUMBER AND TYPE NUMBER AND TYPE 5PAGIN0 OF FASTENERS LATERALLY WHEN SUPPORTING A SUPPORTING ONE FLOOR, SUPPORTING TWO FLOORS, MAXIMUM SPACING WHEN LATERALLY LATERALLY rAl ITE DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,bp 5PAGING AND LOCATION ITE DESCRIPTION OF BUILDING ELEMENTS OF FASTENER abti INTERMEDIATE STUD SIZE UNSUPPORTED STUD ROOF-GEILIN6 ASSEMBLY PLUS AROOF-CEILING PLUS AROOF-CEILING 5UPPORTING TWO UNSUPPORTED UNSUPPORTED +, TODD O'CONNELL ROOF Gh SUPPORTSc,o (INCHES) g 5UPPORTING ONE FLOOR STUD HEIGHT STUD HEIGHTRCH 1TECT P.c. E5) (INCHES) HEIGHT (FEET) OR A HABITABLE ATTIC A55EMBLY OR A HABITABLE ASSEMBLY OR A HABITABLE 4-5d BOX(2 �"X0.115")08 ASSEMBLY, ONLY (INCHES) ATTIC A55EMBLY (INCHES) ATTIC, ASSEMBLY (INCHES) HEIGHT g (INGHE5) g (FEET) g (FEET) BLOCKING BETI^lFEN CEILING JOI°iT5 OR RAFTERS 3-Bd COMMON(2 Y2"X0.131");OR WOOD STRUCTURAL PANELS,5UBFLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLE BOARD WALL 1 TO TOP PLATE 3-5cl BOX O (X0"X0.1;OR TOE NAIL SHEATHING TO FRAMING[SEE TABLE R602.3(3) FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING] TODD O'CONNELL AIA 3-3"X BOX.131"NAILS bd COMMON 2"X0.113" NAIL 5UBFLOOR, f 50 s/a" -Yz" 8d COMMON(2)�'XO.131')NAIL(roof);or RSRS-0 6 12 (2 s/•x 0.113")noll (roof) 1200 Veterans Memorial Highway Suite 120 4-8d BOX(2 A"X0.113")OR 8d COMMON NAIL(2)2"X0.131");or R5R5-01; f 31 �� - I" 6 12 Hauppauge,NY 11788 P 2 CEILING JOISTS TO TOPLATE- 3-5d COMMON(2 Yz"X0.131'7;OR PER JOIST,TOE NAIL (2 %"X 0.113')null (roof) _ 3-I0d BOX 2 "X0.128";OR 3-3"X0.131"NAILS " IOd COMMON(3"X0.148')NAIL;OR 6 12 F 1631)650-6666 Y4 ad(2 Y2'XO.131")DEFORMED NAIL GEILIN6 JOIST NOT ATTACHED TO PARALLEL RAFTER, 4-IOd BOX(3"X0.128")OR OTHER WALL SHEATHING 3 LAPS OVER PARTITIONS 3-I6d COMMON(3 Y2"X0.162");OR (see Section 02.5.2 and Table 8FACE NAIL 02.5.2) 4-3"X0.131"NAILS 33 Y2""STRUCTURAL CELLULOSIC FIBERBOARD I Y2"GALVANIZED ROOFING NAIL,7{6"HEAD 3 b **(516)658-0325 88 SHEATHING DIAMETER,OR I Y4'LONG I6 go.STAPLE WITH 746"or I" GROWN 2X4 10 244 164 -- 24 10 I6 - GEILING J015T ATTACHED TO PARALLEL RAFTER TABLE 8802.52 13/a'GALVANIZED ROOFING NAIL,T{6"HEAD 2X6 10 24 24 16 24 20 24 `i (HEEL JOINT) (see Section 8802.52.and Table 8802.52) FACE NAIL 34 /s2'STRUCTURAL CELLULOSIC FIBERBOARD DIAMETER,OR I Y2"LONG 16 ga.STAPLE WITH 3 6 SHEATHING 3(6.OR r GROWN FOR 51: I INCH = 25.4 mm, I FOOT = 304.Smm I " GALVANIZED ROOFING NAIL;STAPLE 4-IOd BOX(3"X0.128") OR 35 Y2"GYPSUM 5HEATHIN6d GALVANIZED, 1 Y2•LONG;I Y4'SCREWS, a. LISTED HEIGHT ARE DISTANCES BETWEEN POINTS LATERAL SUPPORT PLACED PERPENDICULAR TO THE PLANE OF THE WALL. BEARING WALLS SHALL BE SHEATHED ON NOT LESS THAN ONE COLLAR TIE TO RAFTER,FACE NAIL OR I Y4"X 20go. 3-IOd COMMON(3Y2"x0.145");OR TYPE W OR 5 SIDE OR BRIDGING SHALL BE INSTALLED NOT GREATER THAN 4 FEET APART MEASURED VERTICALLY FROM EITHER END OF THE STUD. INCREASES IN UNSUPPORTED HEIGHT ARE PERMITTED r 5 RIDGE STRAP TO RAFTER 4-3"x0.131"NAILS FACE NAIL EACH RAFTER d 1 s/4"6ALVANIZED ROOFING NAIL;STAPLEWHERE IN COMPLIANCE WITH EXGEPTION 2 OF SECTION 8602.3.1 OR DE51ONED IN AGGORDANGE WITH AGGEPTED ENGINEERING PRACTICE. A 36 5/e"6YP5U1M SHEATHING GALVANIZED, 1 5/c'SCREWS,TYPE W OR 5 b. SHALL NOT BE U5ED IN EXTERIOR WALLS A `" 3-I6d BOX NAILS(3�"X0.135") OR 2 TOE NAILS ON ONE SIDE WOOD STRUSTURAL PANELS,COMBINATION 5UBrLOOR UNDERLAYMENT TO FRAMING c. A HABITABLE ATTIC ASSEMBLY SUPPORTED BY 2X4 STUDS IS LIMITED TO A ROOF SPAN OF 32 FEET. WHERE THE ROOF SPAN EXCEEDS 32 FEET, THE WALL STUDS SHALL BE INCREASED TO ' 3-IOd COMMON NAILS(3"X0.148");OR AND I TOE NAIL ON OPPOSITE 2X6 OR THE STUDS SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. " �> 6 RAFTER OR ROOF TRUSS TO PLATE 4-IOd BOX(3"X0.128");OR SIDE OF EACH RAFTER OR 37 s/a"AND LESS bd DEFORMED(2"X0.120")NAIL;OR 6 12 " E 4-3"X0.131"NAILS T55 1 act COMMON(2 Yz X0.131")NAIL3?,. ed COMMON(2"xo.131)NAIL;OR TABLE 8602.10.4- BRACING METHODS 4-I6d(3�"X0.135")OR 35 1°"- 1 ad=ORMCD(2)�"X0.120'7 NAIL 6 12 3-IOd COMMON(3"x0.145");OR TOE NAILCONNECTION CRITERIAI 4-I0d BOX(3"X0.128");OR 3g I Ye"_ l Y4" loci COMMON(3"X0.145")NAIL;OR METHODS, MATERIAL MINIMUM THIGKE55 FIGURE 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP RAFTERS OR 4-3"X0.131"NAILS 8d DEFORMED(2 Yz"X0.120")NAIL b 12 FASTENERS 5PAGING7 ; ROOF RAFTERS TO MINIMUM 2"R D612_BEAMFOR 51: 1 Inch = 25.4 mm, I foot = 304.8 mm, I MILE PER HOUR = 0.44'1 m/s;I ksl = 6,"5 Woi 3-16d BOX(3�"X0.135")OR EXTERIOR SHEATHING PER 6"EDGES 12"FIELD 2-I6d COMMON(3 Y2"X0.162'7;OR TOE NAIL TABLE 8602.3(3) 3-IOd BOX(31X0.1281);OR a.NAILS ARE SMOOTH-COMMON,BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED.NAILS USED FOR FRAMING AND SHEATHING GS-WSP 3-3"X0.131"NAILS CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS SHOWN: 50 KSI FOR SHANK DIAMETER OF 0.142 INCH(20d CONTINUOUSLY SHEATHED g/Su 111 WALL COMMON NAIL),40 K51 FOR SHANK DIAMETERS LAReM THAN 0.142 INCH BUT NOT LARGCR THAN 0.1-M INCH,AND 100 K51 FOR SHANK WOOD STRUCTURAL PANEL INTERIOR SHEATHING PER m DIAMETERS OF 0.142 INCH OR LESS. TABLE 8602.3(1)or 8602.3(2) VARIES BY FASTENER I6d COMMON(3 Ys"X0.162") 24° O.G.FAGS NAIL 0 r b.STAPLES ARE Ib GAGE WIRE AND HAVE AMINIMUM-i/I6-INCH ON DIAMETER GROWN WIDTH. 6 STUD TO STUD MOT AT BRACED WALL PANELS) c.NAIL 3"X0.131")NAILS I6S SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER. IOd(3"X0.128);OR „O.G.FACE NAIL d.FOUR-TOOT BY e-FOOT OR 4-FOOT BY 4-FOOT PANELS SHALL BE APPLIED VERTICALLY. .. e.SPAGIN6 OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE R602.3(2). F- f.WHERE THE ULTIMATE DESIGN WIND SPEED IS 130 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHIIN6 TO lu GS-•6b'c ~ # Ibd 13OX(3)4"X0.135);OR 1 z STUD TO STUD AND ABUTTIN6 STUDS AT INTERSCGTIN6 WALL 12"O.G.FACE NAIL 6ABLE END WALL FRAMING SHALL BE SPACED 6 INGHE5 ON CENTER.WHERE THE ULTIMATE DEVCSN WIND SPEED IS GREATER THAN 130 MPH, CONTINUOUSLY SHEATHED g 3"X0.131"NAILS NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE BE SPACED b INGHE5 ON CENTER FOR MINIMUM 48 INCH 3 �� 5LC METHOD GS-WSP SCE METHOD G5-WSP IU WOOD STRUCTURAL PANEL CORNERS(AT BRACED WALL PANELS) I6d COMMON(3 Y2"X0.162") 16"O.G.FACE NAIL DISTANCE FROM RIDGES,EAVES AND GABLE END WALL5;AND 4 INCHES ON CENTER TO 6A5LE END WALL FRAMING. Z ADJACENT TO GARAGE 8 g.GYPSUM SHEATHING SHALL GONi'ORM TO ASTM G 13016 AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253.FIBERBOARD SHEATHING OPENINGS I6d COMMON(3 Y2"XO.162'7 I6"O.G.EACH EDGE FACE NAIL SHALL CONFORM TO ASTM G 208. H 10 BUILT-UP HEADER(2"TO 2"HEALER WITH Yz"SPACER) h.5PAGING OF FASTENERS ON FLOOR SHEATHING EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED Q z Ibd BOX(3 Yz"X0.135') 12"O.G.EACH EDGE FACE NAIL BLOCKING AND AT FLOOR PERIMETERS ONLY.5PAGIN6 OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES lu O �- SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING.BLOCKING OF ROOF OR FLOOR 5HEATHING PANEL EDGE5 PERPENDICULAR TO l) Z 5-5d BOX(2 Yz"X0.113'7;OR THE FRAMING t-M rR5 NEED NOT BE PROVIDED EXCEPT AS REQUIRED BY OTHER PROV1510N5 Or THIS Comm FLOOR PERIMETER SHALL BE 4-ed COMMON(2 Y2"X0.131");OR SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. GS-PF II CONTINUOUS' HEADER TO STUD TOE NAIL 4-IOd BOX(3"X0.128" 1 WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL GEILIN6 JOIST IN ACCORDANCE WITH THIS SCHEDULE,PROVIDE TWO TOE NAILS -I! ;; SEE SECTION 8602.10.6.4 SEE SECTION 8602.10.6.4 F 3 ON ONE SIDE OF THE RAFTER AND TOE NAILS FROM THE GEILIN6 JOIST TO TOP PLATE IN ACCORDANCE WITH THI5 SCHEDULE.THE TOE NAIL ON CONTINUOUSLY SHEATHED X16 } V w F THE OPPOSITE SIDE OF THE RATER SHALL NOT BE REQUIRED. Z PORTAL FRAME la x 0 LL Ibd COMMON(3 Y2"X0.162") I6"O.G.FACE NAIL p O r Ftu 12 TOP PLATE TO TOP PLATE IOd BOX(3"XO.12e'7;OR O F U MW O O O 12"O.G.FACE NAIL Q V M E i t q v. - 3"X0.131')NAILS U w O__ TABLE R8O2.11 RAFTER OR TRUSS UPLIFT CONNECTION FORGES 1 Y2" long x 0.12 Glia. IL v w` ' e-Ibd COMMON(3�"X0.162");OR FACE NAIL ON EACH 510E OF a.b c,d e,f ah „ 25 �� (for Y2"thick sheathing) O O J O 12-I6d BOX(3Yz"X0.135);OR END JOINT(MINIMUM 24"LAP FROM WIND (ASD) (POUNDS PER CONNECTION) e y2 or /32 for 1 %" Tang X 0.12 dia. N <S w 13 DOUBLE TOP PLATE SPLICE 12-IOCI BOX(3"X0.125'7;OR SPLICE LENGTH EACH SIDE OF GS-SHB ,i (for z5/sz"thick shoathln ) 3"ED6E5 b" FIELD F I-= O [Q 12-3"X0.131"NAILS END JOINT) galvanized roofing nails or 5 common w Q z 0 EXPOSURE B CONTINUOUSLY SHEATHED maximum 16 o u,z o kn - ULTIMATE DESIGN WIND SPEED Vult (mph) 15TRUCTUR.ALnBCRBOARD p g a,- _Q StUGI S QG In (:2,142* long X 0.131" dial Halls N O Q O z m lLl RAFTER OR ROOF SPAN o z _ w Y_w Y 130 mph 140 mph 0 z a 3'T W 0 TRU55 5PAGING (FEET) z w Q s p m = O ROOF PITCH ROOF PITCH FOR 51: I INCH = 25.4 mm, i FOOT = 304.5mm, I degree = 0.0175 rad, I pound per square foot=47.8 N/m , I mile per hour = 0.447 m/s. z o V Ibd COMMON(3 Yz"X0.162") 16"O.G.FACE NAIL <$:12 >5:12 <5:12 >5:12 a. Adhesive attachment of wal I sheathing Including Method GB, shall not be permitted in Seismic Design Categories G, �,, Dand D2. ir- Q< Q z BOTTOM PLATE TO JOINT,RIM JOIST,BAND J015T OR b. Applies to panels next to garage door opening where supporting gable end Wal I or roof load only. Shall only be used on one wall Q o�w F c,v 0�o)- 14 Ibd BOX(3Yz'Xo.135');OR 12 015 88 122 113 of the ara e. In Seismic Design Gate ories D D BLOGKIN6 MOT AT BRACED WALL PANELS) 12"O.G.FACE NAIL 9 g g 9 o, DI, and D2 roof covering dead load shall not exceed 3 psf. �w w g z�o 3"xo.13i")NAILS 24 1401 137 Iq2 g c. Garage openings adjacent to a Method 05-0 panel shall be provided with a header in accordance With Table R602.5 (1). A full o N p N F 3-I6d BOX(3 Y�X0.135");OR 3 EACH 16"O.G.FACE NAIL Id 28 167 153 216 200 height clear opening shall not be permitted to a Method 05-0 panel. d o p 0 z�o Id 15 BOTTOM PLATE TO JOINT,RIM JOIST,BAND JOIST OR 2-I6d COMMON(3 Y2'X0.162'7;OR 2 EACH Ib"O.G.FACE NAIL 12 D.G. 32 185 170 240 222 d. Method GS-5FB does not apply in Seismic Deslgn Categories Do, P , D2. 0 N LL to g z�i� BLOCKING(AT BRACED WALL PANELS) 4-3^x0.131"NAILS 4 EACH Ib°O.G.FACE NAIL 56 205 16 264 48 e. Method applies to detached one and two-family dwe l I in s in Seismic Design Categories DD throw hD2only v T V U_w W°wo4-ed Box(2 °x0.113");OR 42 230 211 300 2owo IT moiW wu 3-I6d SOX(5).2"X0.135");OR 48 8 25 236 336 31 I o Ul p Z �U OQ�RU 4_10 COMMON(2 Y2"X0.131");OR TOE NAIL 12 126 117 162 150 TABLE 8602.10.5 o N z o z 4-IOd BOX(3"X0.126'7;OR IS 162 149 209 194 MINIMUM LENGTH OF BRACED WALL PANELS I6 TOP OR BOTTOM PLATE TO STUD 4-3" X 0.131 NAILS 24 198 182 255 237 3-16d BOX(3�"X0.135");OR 28 222 203 287 266 vv 2-I6d COMMON(3 Y2'X0.1629;OR END NAIL I6" O.G. 32 246 226 319 295 MINIMUM LCN6TH v p�p w Q METHOD H t-�a l-N O I- (� 3-I0d BOX(3"X0.126");OR (INCHES) �z Y F Yin 3-3"X0.131"NAILS 36 270 247 351 325 ADJACENT CLEAR WALL HEIGHT CONTRIBUTING 42 306 281 3ciq 370 OPENING HEIGHT (INGHC-5) 3-IDd BOX(3"X0.1269;OR 48 1 343 314 447 414 (INGHE5) 5 FEET 4 FEET 10 FEET II FCCT 12 FEET 1'1 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 2-16d COMMON(3 Y2'XO.I62);OR N 3-3"X0.131"NAILS FACE NAIL EXPOSURE G GS-WSP <64 24 2T 30 33 36 ACTUAL V 3-8d BOX(2 "x0.113'9;OR ULTIMATE DESIGN WIND SPEED Vult (mph) 2-8d COMMON(2 Y2"X0.131'7;OR 16 1"BRACE TO EACH STUD AND PLATE 2-10d BOX(3"X0.128'7;ORFACE NAIL RAFTER OR ROOF SPAN 2 STAPLES 1314" TRUSS 5PAGIN(5 (FEET) 130 mph 140 mph 3-Bd BOX 2 x0.113 ;OR ROOF PITCH ROOF PITCH TABLE R50-7.2 2-5d COMMON(2 Y2"X0.131);OR <5:12 >5:I2 <5:12 >5:I2 DEGK LEDGER CONNECTION TO BAND JOISTab 14 I"X 6" 5HEATHIN6 TO EACH BEARING 2-IOd BOX(3"X0.128");OR FACE NAIL 2 STAPLES, I"GROWN, I69a.) s/4"LONG 12 161 151 195 186 (DECK LIVE LOAD=40 PSF, DECK DEAD LOAD=10 PSF, SNOW LOAD <_ 40 PSI= 3-Sd BOX(2 "xo.I13);OR 18 208 1015 257 242 3-5d COMMON(2 Yz"X0.131");OR 24 256 2301 317 298 CONNECTION DETAILS J015T SPAN 3-IOd BOX(3"XO.125');OR „ 28 289 269 358 335 b'AND LE55 6' 1"TO 8' 1 6'1"TO 10' I 10'1 TO 12' 1 12'1 TO 14' 14'1" TO 16' 1611 TO IS' 3 STAPLES, I"GROWN,I69a.) s/4"LONG 12 O.G. 32 321 2qq 30185-75 ON-CENTER SPACING OF FASTENERS 20 I"X 8'AND WIDER SHEATHING TO EACH BEARING WIDER THAN I"X 8" FACE NAIL 36 353 5.201 438 411 INCH DIAMETER LAG SCREW cd 30 23 IS 15 13 II 10 4-8d BOX(2�"X0.113");OR 42 402 3-15 4994&& WITH H INCH MAXIMUM SHEATHING 3-8d COMMON(2 Yz"X0.131'9;OR 48 450 420 560 524 INCH DIAMETER BOL'•WITH INCH 36 36 34 201 24 21 Ig z 3-IOd BOX(3"X0.125");OR 12 214 201 263 247 MAXIMUM SHEATHING 4 STAPLES, I"GROWN, Ibgo.,l s/4"LONG 18 277 2$9 342 322 # INCH DIAMETER BOLT WITH I-INCH 36 36 24 24 21 18 I6 MAXIMUM SHEATHINGL FLOOR 24 340 318 422 396 FOR SI: I Inch = 25.4 mm,I foot =304.8 mm, I pound per scivare foot = 0.04?g kPa � 4-Sd BOX(2�"X0.113");OR Ib" D.G. 28 384 358 476 446 a.Lodgers shall be flashed In accordance with Section RT03.4 to prevent Hater from contracting the house bond joist. 3-8d COMMON(2 Y2"X0.131'7;OR 21 JOIST TO SILL,TOP PLATE OR 61RDLR 3-10d BOX(3"X0.125");OR TOE NAIL 32 427 398 529 •4olb b.Snow load shall not be assumed to act concurrently with live load. ALLOWABLE DEFLEGTION OF STRUCTURAL MEMBERS* AS PER = 36 469 438 583 547 c.The tip of the lag screw shall fully extend beyond the Inside Face of the band foist. V 3-3"X0.131"NAILS d.Sheathing shall be wood structural panel or solid sawn lumber TABLE 8301.7 42 535 4019 664 622 "`� ad BOX(2 "X0.113") 4"D.G.TOE NAIL 48 50101 5501 745 6017 e.Sheathing shall be permitted to be wood structural panel,gypsum board,fiberboard,lumber or foam sheathing. 22 RIM JOIST,BAND J015T OR BLOCKING TO SILL OR TOP ed COMMON(2 Y2"X0.131);OR Up to 1/2-Inch thickness of stacked washers shall be permitted to substitute for up to 1/2-Inch of allowable ALLOWABLE Q- z PLATE(ROOF APPLICATIONS ALSO) IOd BOX 0"X0.128'7;OR 6"O.G.TOE NAIL sheathing thickness where combined with wood panel or lumber sheathing. STRUCTURAL MEMBER DEFLECTION 3'x0.131"NAILS FOR 51: I INGH = 25.4 mm, I FOOT = 304.8mm, I MILE PER HOUR= 0.447 m/s, ►� -6 Box 2 x0.13 ;OR z RAFTERS HAVING SLOPES GREATER THAN 3/12 L/180 I POUND =0.454k I POUND PER SQUARE FOOT = 47.01 N/m , I If 14.6 N/m WITH NO FINISHED GEILIN6 ATTACHED TO 2-Sd COMMON(2 Y2"X0.131'7;OR g� P TABLE 8501.2.1 N 23 1" x b"SUBFLOOR OR LESS TO EACH JOIST 3-10d BOX(3"X0.126"),OR FACE NAIL PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS RAFTERS 0 2 STAPLES, I"GROWN, IbgaJ 5/4'LONG a. THE UPLIFT CONNECTION FORGES ARE BASED ON A MAXIMUM 33 FOOT MEAN ROOF O HEIGHT AND WIND EXPOSURE CATEGORY B OR G. FOR EXP05URE D, THE UPLIFT INTERIOR WALLS AND PARTITIONS H/180 3-Ibd BOX(3 N(3 Y XO.OR MINIMUM END AND EDGE DISTANCES AND 5PAGING BETWEEN ROWS FLOORS 24 2"SUBFLOOR TO JOIST OR GIRDER 2-Ibd COMMON(3Y2'X0.162") BLIND AND FACE NAIL CONNECTION FORGE SHALL BE SELECTED FROM THE EXPOSURE G PORTION OF THE TABLE USING THE NEXT HI5HE5T TABULATED ULTIMATE DESIGN WIND SPEED. THE TOP EDGE BOTTOM EDGE ENDS ROW 5PAGIN0 L/360 25 2"PLANKS(PLANK dBEAM-FLOOR 4 ROOF) BOX OX(3 Y2'X0.135 GEILIN6 WI "),OR L/3b0 AT EACH BEARING,FACE NAIL ADJUSTMENT COEFFICIENTS IN TABLE 8301.2(3) SHALL NOT BE USED TO MULTIPLY THE TH BRITTLE FINISHES (INGLUDINC �; - 2-Ibd COMMON(3)'2'X0.162) TABULATED FORGES FOR EXPOSURE G AND D OR FOR THE OTHER MEAN ROOF LEDGERa 2 INCHE5d 3/4 INCH 2 INCHES" I s/6 INGHE5b PLASTER AND STUCCO) '� 3-I6d COMMON(3 "X0.162" HEIGHTS. CEILINGS WITH FLEXIBLE FINISHES (INCLUDING 26 BAND OR RIM JOIST TO JOIST 4-10 BOX(3"X 7;OR BAND J015T 3/4 INCH 2 INCHES 2 INGHE5" 15/6 INGHE5" L/240 4-3"x0.131°NAILS; OR END xAlt ".THE UPLIFT CONNECTION FORGES INCLUDE AN ALLOWANCE FOR ROOF AND GEILIN6 GYPSUM BOARD) 4-3"X 14ga.STAPLES,a"GROWN ASSEMBLY DEAD LOAD OF 15 PSF. FOR SI: 1 INCH=25.4 MM ALL OTHER STRUCTURAL MEMBERS L/240 RAIL G O o c. THE TABULATED UPLIFT CONNECTION FORGES ARE LIMITED TO A MAXIMUM ROOF a. LAG SCREWS OR BOLTS SHALL BE STAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL RUN OF THE DECK LEDGE-R IN ACCORDANCE WITH FIGURE 850-7.2.1(1). 206 COMMON(4"X0.142'9;OR 32" D.G.AT TOP AND BOTTOM OVERHANG OF 24 INCHES. b. MAXIMUM 5 INCHES. EXTERIOR WALLS - WIND LOADo WITH PLASTER OR H/360 LU AND STAG6ERCD d. THE TABULATED UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE C. FOR ENGINEERED RIM JOISTS,THE MANUFACTURERS RECOMMENDATIONS SHALL 6OVERN. STUCCO FINISHES 24"O.G.FAGS NAIL AT TOP MULTIPLIED BY 0.75 FOR CONNECTIONS NOT LOCATED WITHIN 8 FEET OF BUILDING IOd BOX(3"X0.126'7;08 d. THE MINIMUM DISTANCE rROM BOTTOM ROW Or LAG SCREWS OR BOLTS TO THE EDGE Or THE LEDGER SHALL BE IN ACCORDANCE WITH FIGURE 850-7.2.1(1). 27 BUILT-UP 618 DERS AND BEAMS,2-INCH LUMBER LAYERS 3"X0.131"NAILS AND BOTTOM STAGGERED ON OPPOSITE SIDES CORNERS. EXTERIOR WALLS - WIND LOAD50 WITH OTHER H/240 AND. e. FOR BUILDINGS WITH HIP ROOFS WITH 5:12 AND GREATER PITCH, THE TABULATED BRITTLE FINISHES 2-20d COMMON(4"xO.1g2'7;OR FACE NAIL AT ENDS AND UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70. THIS TABLE: R402.1.4 - .20.20 NEW YORK STATE ENERGY CONSERVATION CODE d -1 3-10d BOX(3"x0.125");OR AT EACH SPLICE EXTERIOR WALLS - WIND LOADSa WITH FLEXIBLE H/120 11 3-3"x0.131"NAILS REDUCTION SHALL NOT BE COMBINED WITH ANY OTHER REDUCTION IN TABULATED FINISHES. f FORGES. EQUIVALENT U-FACTORS _ Q_ 4-Ibd BOX(3�"XO.05)pR f. FOR WALL TO WALL AND WALL TO FOUNDATION CONNECTIONS THE UPLIFT LINTELS SUPPORTING MASONRY VENEER WALLSe L/600 (v 2e LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-Ibd COMMON(3 Yz"X0.162');OR AT EACH JOIST OR RAFTER, 4-10d BOX(3"X0.125"),OR FACE NAIL CONNECTION FORGE SHALL BE PERMITTED TO BE REDUCED BY 60 plf FOR EACH FULL CLIMATE ZONE NOTE: L=SPAN LENGTH, H=SPAN HEIGHT r' ' 4-3"X0.131 NAILS WALL ABOVE. FENESTRATION SKYLIGHT CEILINO FRAME WALL MASS WALL FLOOR BASEMENT WALL CRAWL SPACE :2-10da. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS 201 BRIDGING OR BLOCKING TO JOIST -IOd 0"X0.128'7 or 2-5d common EACH END,TOE NAIL g• LINEAR INTERPOLATION BETWEEN TABULATED ROOF SPANS AND WIND SPEEDS U-FACTOR U-FACTOR U-FACTOR U-VALUE U-VALUE U-VALUE U-VALUE WALL U-VALUE HEREIN, THE WIND LOAD SHALL BE PERMITTED C BE TAKEN t-�-- (2 Y2 h. THE TABULATED FORGES FOR A 12-INCH ON CENTER SPACING SHALL BE PERMITTED / AS 0.7 TIMES THE COMPONENT AND GLADDING (ASD) LOADS (� TO BE USED TO DETERMINE THE UPLIFT LOAD IN POUNDS PER LINEAR FOOT. /4 0.32 0.55 0.026 j"0.060 / O.Oca 0.047- '0.05cl / 0.065 OBTAINED FROM THE TABLE R301.2(2). L 1 / b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE ,' 1 THE LENGTH OF THE CANTILEVER. J 4-1 5 0.30 0.55 0.026 0.060 0.08 c 2 0.033 0.050 0.055 . FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN V 1 O TABLE 8602.3(3) ap,c ROOFS OR WALLS OF SUNRODM ADDITIONS OR PATIO O WOOD PANEL WALL Sf-IEATHING FASTENING SCHEDULE AS MAX. AS MAX. COVERS NOT SUPPORTING EDGE OF GLASS THE CONTINUOUS PROPOSED AS MAX. -V.I.F. AS MIN. AS MIN. AS MIN. N/A AS MIN. � MINIMUM NAIL MINIMUM t-JOOD MINIMUM NOMINAL MAXIMUM WALL PANEL NAIL SPACING ULTIMATE DESIGN WIND -V.I.F. -V.I.F. ALUMINUM STRUCTURAL MEMBERS SUPPORTING EDGE OF STRUCTURAL PANEL THICKNESS STUD SPAGIN6 SPEED V T(MPH) GLA55, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED O O O SIZE PENETRATION PANEL SPAN (INCHES) (INCHES) EDGES FIELD WIND EXPOSURE CATEGORY L/175 FOR EACH GLA55 LITE OR L/60 FOR THE ENTIRE (INCHES) RATING (INCHES O.G.) (INCHES 0.0) B G D LENGTH OF THE MEMBERWHICHEVER 15 MORE 5TRINGENT. bd COMMON TABLE: 8402.1.2 - 2020 NEW YORK STATE ENERGY ,CONSERVATION GODS +�- (2.0"X0.11317 15 24/0 3/8 16 b 12 140 115 110 FOR 5ANDWIGH PANELS USED IN ROOFS OR WALLS OF 6d COMMON16 b 12 170 140 155 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT SUNROOM ADDITIONS OR PATIO COVERS, THE TOTAL LOAD ,^ l� (25"x0.131") I•r5 24/16 -tn6 24 6 12 140 115 110 DEFLECTION SHALL NOT EXCEED L/120. J 1 7 z FOR 51s I Inch = 25.4 mm,I MILE PER HO)R = 0.44-r m/s d. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM " J 3 o.PANEL 5TRENOTH AXIS PARALLEL OF' PERPENDICULAR TO 5UPPORT. THREE-PLY PLYWOOD SHEATHING WITH STUD 5PAGIN5 MORE THAN 16' GLAZED BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE ON CENTER SHALL BE APPLIED WITH PANEL STRENGTH AXIS PERPENDICULAR TO SUPPORT. CLIMATE ZONE FENESTRATION SKYLIGHT FENESTRATION CEILING WALL MASS WALL FLOOR BASEMENT WALL SLAB R-VALUE CRAWL SPACEDEFLECTION OF H/180. p b.TABLE BASED ON WIND PRESSURES ACTINO TOWARD AND AWAY FROM BUILDING SURFACES IN ACCORDANCE WITH SECTION R3012R. U-FACTOR" U-FACTO5HOG be R-VALUE R-VALUE R-VALUE i R-VALUE R-VALUE ` s DEPTH d WALL R-VALUE e C. REFER TO SECTION R705b.2. LATERAL BRACING REQUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION R602.10. c.WOOD STRUCTURAL PANELS WITH SPAN RATINGS OF WALL-16 OR WALL-24 SHALL BE PERMITTED A5 AN ALTERNATE TO PANELS WITH A 24/0 / i / ' / 20 OR' i % ;'10 CONT. OR ' % 10 CONT. OR 0 W SPAN BATING. PLYWOOD SIDING RATED I6 O.G.OR 24 O.G.SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/16 SPAN RATING. / 4 , / 0.32 /' 0.55 / 0.40 !4ci / 8/13 Ic1 �, IO / 2FT. WALL-Ib AND PLYWOOD SIDING Ib O.G.SHALL BE USED WITH STUDS SPACED NOT MORE THAN Ib"ON CENTER. / / // 13 + 5,h �i 13 CAVITY / 13 CAVITY 5 0.30 0.55 NR 41 20 OR h 13/17 3O 9 15 GOVT. OR 10 / 2FT. 15 GOVT. OR N O N 15 + 5 11 CAVITY I1 CAVITY Q AS MAX. AS MAX. O z PROPOSED AS MAX. -V.I.F. _V.I.F. _V.I•F• AS MIN. AS MIN. AS MIN. AS MIN. N/A AS MIN. AS MIN. tu 3 ' '� REFER TO CODE BOOK FOR SUPPLEMENT LETTER FOOT NOTES 0 p 1 CONTINJOU5 BEAD c )c �F SEALANT .TODD O'CONNELL MANUFACTURED THIN-PROFILE A RCH ITECT P.C. [�F9 EXISTING ATTIC, VENTILATION BAFFLES AIR SPACE / FLOOR ASSEMBLY (PULL WIDTH ATTIC INSULAITON )y RI61D �. INSULATION LL, A ' �� TODD O'CONNE IA TABLE R402.4.1.1 - AIR BARRIER AND INSULATION INSTALLATION 1200 Veterans Memorial Highway Suite 120 EXPANU NO MINIMAL / IONAL ELEVATION COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA Hauppauge,NY 11788 EXPANDING FOAM AT CAVITY INSULATION D.' WINDOW PERIMETER _ - AND FOAM AROUND A CONTINUOUS AIR BARRIER SHALL BE INSTALLED P{631)650-6666 SECTION• PERIMETER OF LOOSELY IN THE BUILDING ENVELOPE GUT RI61D INSULATION !. NTINUOUS BEAD GENERAL REQUIREMENTS THE EXTERIOR THERMAL ENVELOPE CONTAINS A AIR- PERMEABLE INSULATION SHALL NOT BE USED AS F(631) 650-6667 OF SEALANT CONTINUOUS AIR BARRIER A SEALING MATERIAL � p)558_©325 EILIN6 GYPSUM BOARD " RIGID INSULATION BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE AS AIR BARRIER EXISTING SAND.JOIST INSULATION � 5EALED ONTINUOUS BEAD RETROFIT WITH 1 1/2•RIGID INSULATION XTERIOR INSULATED WINDOW UNIT AS OF SEALANT WALL THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT AIR BARRIER 4-00900 Scale�9/4•■ r-0• CEILING / ATTIC THE INSULATION IN ANY DROPPED CEILING/SOFFIT OF ONTIN10U5 BEAD SHALL BE ALIGNED WITH THE INSULATION AND ANY SEALANT THIN-PROFILE ATTIC,EAVE BAFFLE AND VENT OAFS IN THE AIR AGGESS OPE INGS DROIER SHALL BE SEALED P DOWN STAIRS OR KNEE SHALL BE '°`LIGNED WITH THE AIR BARRIER 71 GONTIN0005 MINIMAL WALL DOORS TO UNCONDITIONED ATTICS 5PAGE5 , EXPANDING FOAM AT ONTINUOUS MINIMAL 5-01004 Scale�5/4• ■ I'-0• SHALL BE SEALED WINDOW PERIMETER EXPANDING FOAM AT WINDOW PERIMETER THE JUNCTION OF FOUNDATION AND SILL PLATE TO CAVITIES WITHIN CORNERS AND HEADERS OF FRAME ; ' BE SEALED. WALLS SHALL BE INSULATED BY COMPLETELY FILING THE , a CONTINUOUS BEAD " GYPSUM BOARD ANUFAGTURED RECESSED LIGHT WALLS THE JUNCTION OF TOP PLATE AND THE TOP OF CAVITY WITH A MATERIAL HAVING A THERMAL RESISTANCE OFF SEALANT X4 BLOGKIN6 - OF R-3 PER INCH MINIMUM ENCLOSURE EXTERIOR WALLS TO BE SEALED ATTIC INSULATION EXTERIOR HER A "`4T 1. T M L ENVELOPE INSULATION FOR FRAMED CONTINUOUS BEAD EILIN6 JOISTS KNEE WALLS SHALL BE SEALED HALLS SHALL BE INSTALLED IN SUBSTANTIAL CONTACT OF ADHE5I1/E AND CONTINUOUS ALIGNMENT WITH THE AIR BARRIER 1,-----rONTINUOU5 BEAD INDOW UNIT AS P OF SEALANT AIR BARRIER WINDOWS, SKYLIGHTS, AND DOORS THE SPACE BETWEEN WINDOW/DOOR JAMBS AND NSULATED EXTERIOR �-L r-RAMING, AND SKYLIGHTS AND rRAMING SHALL BE CONTINUOUS MINIMAL XTERIOR WALL SEALED to EXPANDING FOAM AT SHEATHING WINDOW PERIMETER ANDIN6 FOAM SEALANT AT PERIMETER 2-57W GOP1,M WITIi 1x4 SACKER NTINUOUS BEAD RIM JOIST RIM JOIST SHALL INCLUDE THE AIR BARRIER RIM JOIST SHALL BE INSULATED (V OF SEALANT CONTINUOUS BEAD YWALL CEILING FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED z #O SEALANT 5-00006 Scale,9/4"■ I'-0• GE5SED LIGHT FIXTURE FLOORS (INCLUDING ABOVE GARAGES 4 THE AIR BARRIER SHALL BE INSTALLED AT ANY TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE NTINUOUS BEAD CANTILEVERED FLOORS) EXPOSED EDGE OF INSULATION OF 5UBFLOOR DECKING, OR FLOOR FRAMING CAVITY 1I - -CONTINUOUS BEAD INSULATION SHALL BE PERMITTED TO BE IN CONTACT WITH ° OF SEALANT OF ADHESIVE THE TOP SIDE OF SHEATHING OR CONTINUOUS INSULATION Z NTINUOUS BEAD MRSE4WAT1 UeWM IN A1716 INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AND EXTENDS FROM THE BOTTOM TO THE TOP OF ALL • CONTINUOUS SILL SEALER OF SEALANT -FULL WIDTH OF MUDSILL NTINUOUS BEAD 502041 500101 9/4" . r-0• Z OF ADHESIVE PERIMETER FLOOR rRAMING MEMBERS CRAWL SPACE WALLS FOUNDATION WALL NTINUOOS BEAD EXPOSED EARTH IN UNVENTED CRAWL 5PAGE5 TO WHERE PROVIDED INSTEAD OF FLOOR INSULATION, AS AIR BARRIER j OF SEALANT BE COVERED WITH A GLASS I VAPOR RETARDER INSULATION SHALL BE PERMANENTLY ATTACHED TO THE m w Q 0 ° ONGRETE SLAB AS WITH OVERLAPPING JOINTS TAPED GRAWI_ SPACE WALLS o e AIR BARRIER ° e PSHAFTS ENETRATIONS DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE Q SHAFTS OPI=NING TO EXTERIOR OR Ifs m - w w FLOOR ASSEMBLY LOCKING AS REQUIRED UNCONDITIONED SPACE TO BE SEALED Q N o Q o CONTINUOUS BEAD YPSUM BOARD BOX U00 P F 0 w V�' m ° �� OR NA ROW CAVITIES SHALL BESFILLED BY INSULAHALL BE GUT TO TION THAT 4 z►�F m Q e � F SEALANT OF SEALANT ENCLOSURE NARROW CAVITIES w T__ ° ATTIC, INSULATION ON INSTALLATION READILY CONFORMS TO THE AVAILABLE Q W o W AITINUOUS BEAD 11 1 " ­ " GEILIN6 JOTS CAVITY SPACE n r _ �_ j V OF SEALANT GARAGE SEPARATION AIR SEAL BETWEEN GARAGE AND CONDITIONED w `� mo ow° W V NTERIOR GYMSUM j 6 -1 w p z V H- SPACE 4NF Uq�pF� = O WALLBOARD AS BARRIER RECESSED LIGHTING REGE55ED LIGHT FIXTURES INSTALLED IN THE RECESSED LIGHT FIXTURES INSTALLED IN THE Q wj�d tx Q�o 0 BUILDING THERMAL ENVELOPE SHALL BE SEALED BUILDING THERMAL ENVELOPE SHALL BE SEALED Q v'�w Q ° } 00NOEPTUAL A I R SEAL I NO 5TRA�TEO Y // CONCEPTUAL A�I R SEAL I NO 5TRA�TEOY // COW�,�,L AIR SEALING 51RAlWY 3" 3. TO THE DRYWALL AIR TIGHT AND IG RATED �o o LOWER HALL 5ECTI ON UPPER WALL 5EGT1 ON AT UPPER FLOOR SAND JOIST ; O° �j B w Q �U 5-02011 Scalo,3/4•■ I'-o" PLUMBING AND WIRING BATT INSULATION SHALL BE GUT NEATLY TO FIT <,-EMM`5 0 AROUND WIRING AND PLUMBING IN EXTERIOR 0 T z w u n 1 �� XPANDING FOAM SEALANT WALLS, OR INSULATION THAT ON INSTALLATION ��0 0 w w a Q K�� N 5-02002 5GaIe:3/4 = 11-011 5-02003 5GaIe:3/4 = I -O OAT NTI OUPERIMETER S BEAD OF READILY CONFORMS TO AVAILABLE SPACE SHALL W!�WpP'���- 8 SEALANT EXTEND BEHIND PIPING AND WIRING w m v N w a YWALL GEILIN6 THE AIR BARRIER INSTALLED AT EXTERIOR WALLS o° m " GYPSUM BOARD SHOWER/TUB ON EXTERIOR WALLADJACENTz z 2) LAYERS 2" RIGID INSULATION RECESSED LIGHT FIXTURE ADJACENT TO SHOWERS-AND TUB5 SHALL TUgS SII ILLI BE INSULATED TO SHOWERS AND -T V p o_Tk)U O SEPARATE THEM FROM HE SHOWERS AND TUBS z INSTALL I" RIGID INSULATION INSTALLED DURING FRAMING < GUT TO FIT BETWEEN .THE7— 1 ELECTRICAL/ PHONE BOX ON THE AIR BARRIER SHALL BE INSTALLED BEHIND w w v w 4 w RAFTERS FROM SEAL BOTH NR 515gJ 6 AT RELE55M L.1&MW M ATIX EXTERIOR WALLS ELCGTRIGAL OR COMMUNICATION BOXES OR Q d Nola► o S p I" RIGID INSULATION SIDES ALONG RAFTER WITH .;• `:; AIR-SEAL BOXES SHALL BE INSTALLED ROUGH GUT AROUND EXPANDING FOAM SEALANT. VENTILATION CHUTE MAINTAIN EQUAL VENT SPACE 5-02040 Same.5/4•■ r-0" HVAC, REGISTER HVAC, REGISTER BOOTS THAT PENETRATE BUILDING VENTILATION CHUTE BOOTS THERMAL ENVELOPE SHALL BE SEALED TO THE v -AIR SEAL PERIMETER FOR LENGTH OF RI61D IN50LATIO NSULATED EXTERIOR SUBFLOOR OR DRYWALL WITH EXPANDING ATTIC INSULATION WALL m FOAM 5EALANT ---EXTERIOR WALL CONGEALED SPRINKLERS WHEN REQUIRED TO BE SEALED, CONGEALED FIRE INSTALL I" RIGID INSULATION SHEATHING SPRINKLERS SHALL ONLY BE SEALED IN A MANNER VERTICALLY TO CONNECT INSULATING SHEATHING TO RI61D 9-STUO CORNER WITH RIGID INSULATION THAT IS REGOMMF-NDED BY THE MANUFACTURER. INSULATION BAFFLE. CAULKING OR OTHER ADHESIVE SEALANTS SHALL '. FOAM SEAL BOTH JOIN 5-00007 Scale,8/4•. 1'-0• NOT BE USED TO F-ILL VOIDS BETWEEN FIRE i' SPRINKLER COVER PLATES AND WALLS OR ONTINUOUS BEAD - CEILINGS OF SEALANT -- 1" RIGID INSULATION NTINUOUS BEAD OF SEALANT �XTERIOR INSULATED " RIGID INSULATION WALL VIDE BLOCKING AT —EXTERIOR INSULATED STUD CAVITY AT SHOWER Z WALL AT EXTERIOR WALL NTINUOU5 BEAD OF NSTALL INTERIOR SHEATHING MATERIALS R-VALUES SEALANT PRIOR TO INSTALLATION OF 1"RIGID IMLSUL�TION AS ATTIC F.JtVE BAFFLE GUT I'EXTERIOR INSULATION SHEATHING ASPREFAB FIREPLACE UNIT !l. AROUND MANUFAG7URED VENT ATTIC SAVE BAFFLE AND VENT EMENT BAGKERBOARD MATERIAL R-VALUE _ 5-01006 Saale�9/4"■ 1'-0" 5-01005`�1ea3/4" ■ P-O" TUB SURROUND FINISH v FAB TUB UNIT O O TILE SURROUND FINISH FIREPLACE Z NSTALL I" I I61D INSULATION EMENT BAGKERBOARD UNIT '—� SURROUND BUILDING BOARD AT BOTH HORIZONTAL AND NSULATED PROVIDE BLOCKING AT BEYOND �V DRAINAGE PLA VERTICAL POSITIONS ZNWLATED EXTERIOR EXTERIOR STUD CAVITY AT TUB �` GYPSUM WALL BOARD V2") 0.45 (LEAVE g•GAP FOR EXPANDIN5 FOAM) STUD WALL STUD WALL AT EXTERIOR WALL ONTINUOUS BEAD GYPSUM WALL BOARD (S/8") 0.5625 Q THIN PROFILE WALL SHEATHING OF SEALANT /I� O Q INSTALL EXPANDING FOAM INSULATED EXTERIOR PLYWOOD V2") 0.62 SEALANT AT INTENTIONAL GAPS THIN PROFILE HAL /� -. AT I" RIGID INSULATIO EXISTING FLOOR STUD WALLPLYWOOD (3/4") O.�i4 SHEATHING CONTINUOUS BEAD OF A59EMBLY ONTINUOUS B �j SEALANT ---CAVITY INSULATION NTINUOUS BEAD OF OF SEALANT pC MINIMUM I" DRIP SELANT _ SIDING ANUF. 5HOII I" RIGID INSULATIO PAN ALUMINUM/ VINYL SIDING (NOT INSULATED) 0.61 XPANI IN6 FOAM SOFFIT CLOSUREXPANDIN6 FOAM HOOD FLOOR ASSEMBLY ALUMINUM/ VINYL SIDING a2" INSULATION) 1.80 D FRAME FLOOR A55EMOLY �►"E FLOORING z <— •'� FLOOR ASSEMBLY O �r INSULATW CANTILEVER FLOOR// HARDWOOD FLOORING (3/4") Ob8 CAVITY INSULATION WITH I'RIGID FNSULATION CLOSURE 5-01014 50010-314" ■ P-0. TILE 0.05 ^ Q — AIR SEALING BEHIND SHOWER WITH AIR SEALING AT PLATFORM FOR MANIFAGTIIRED AIR SEALING BEHIND IUB WI7'+f 1-1 THIN-PROFILE SHEATHING FIREPLACE A55EMBLY THIN-PROFILE SHEATHING//SECTION ATTIC INSULATION 5-01007 5cale�'s/4"■ r-0• 5-0IOOq scale�9/4• . r-0• CARPET WITH FIB)=R PAD 5-01012 Sca1e�9/4" ■ 1'-0• CARPET WITH RUBBER PAD 1.23 Q + Z EILIN6 FRAMING i--SHEATH INTERIOR OF LOOR DUG BOOT AIR SPACE a2" UP TO 4") 1.00 — " RIGID ATTIC ACCESS TO ONTINUOUS BEAD OF EGTRIGAL WIRE --� N"TION +I" OF INSULATION f SEALANT LEVEL PLUMBING PI FLOOR TOP PLATE ROOFING T�� 55 PANEL ACGE55 PANEL .� SNUG WITH PERIMETER TOP PLATE—/_ LA NSULATED FLEXIBLE DUCT WOOD SHINGLES ��� EXPANDING FOAM TIE AT INNER LINER SEALANT 6 FOAM SEALANT ASTIG AT INNER LINER TRIM A5 REQUIRED L STUD INISH CEILING HALL 5 IF AT OUTER LINER DOORS � l4 U) z_ WOOD, SOLID GORE (I 3/4") 2.17 INSULATED METAL DOOR (2") 15.00 AIR SEALING AT ATTIC,HATCH//FINISH SCREWS AIR SEAL AT TOP PLATE PIPE PENETRATION AIR SEAL AT DUCT BOOT AIR SEAL AT TOP PLATE ELECTRICAL PEMETRA71ON Q 5-02022 Sca1e-5/4" ■ 1'-0' 5-01029 Scale$/4' ■ 1'-0' 5-01039 Scale�B/4•■ I'-0' 5-01024 SocII /4" ■ 1'-0• POURED GONGRCTC PER 1" 0.08 _ 0 WW 1 (V O V O Q z LU � 3 cj d Q O 0 Q GENERAL CONDITIONS UNLESS OTHERWISE NOTED, GENERAL FIREPLACE ASPHALT ROOF SHINGLES 2020 NYSEGG -AIR LEAKAGE: . N-.., CONDITIONS OF THE CONTRACT FOR FIREPLACE OPENING AND FLUE 51ZE INSTALLED AS PER SECTION Rci05.2 -JOINTS, PENETRATIONS, AND ALL 2020 EGG OF NEW YORK STATE: MINIMUM DESIGN DEAD LOADS* AS PER ASCE GON57RUCTION, AIA DOCUMENT-201 TO BE AS INDICATED ON DRAWINGS. OF THE NEW YORK STATE RESIDENTIAL OTHER SUCH OPENINGS IN THE R401.3: PERMANENT CERTIFICATE - SHALL BE COMPLETED BY THE 7-16 - CHAPTER 3 TABLE 03.1 4/87 SHALL APPLY. THE CONTRACTOR PROVIDE OUTSIDE COMBUSTION AIR CODE ALL SLOPED ROOF SHINGLES BUILDINGS ENVELOPE THAT ARE BUILDER OR REGISTERED DESIGN PROFESSIONAL AND POSTED IN SHALL OBTAIN CERTIFICATE OF WITH 6" DUCT AND DAMPER EACH SIDE SHALL BE GAF-GLASS-A ASPHALT SOURCES OF AIR LEAKAGE MUST BE THE UTILITY ROOM OR OTHER APPROVED LOCATION INSIDE THE COMPONENT LOAD OCCUPANCY. SUBSTITUTIONS SHOULDBUILDING. (psf) FOR A TOTAL RECOVERY CAPACITY ROOF SHINGLES OR APPROVED SEALED. NOT BE MADE WITHOUT WRITTEN Of" 150 GFM MIN. MAINTAIN MAXIMUM EQUAL. 5HINGLE5 SHALL BE APPLIED -RECESSED LIGHTS MUST BE TYPE IG G E I L I N G S TODD I T E C T .C, ARCHITECT P.C. AUTHORIZATION BY THE ARCHITECT. 20 GFM INFILTRATION THROUGH THE R402.2.4: ATTIC OR CRAWL SPACE ACCESS - SHALL BE ACOUSTICAL FIBER BOARD I.O OVER IS# ASPHALT FELT WITH RATED AND INSTALLED WITH NO w� , THE PREMISES SHALL BE KEPT FLUE WHEN NOT IN USE PROVIDEWEATHER-5TRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO FIREPLACE OPENING WITH GLASS BARRIER APPLIES REASONABLY GLEAN AT ALL T-IMES. GAFRICE AND WATER PENETRATIONS, OR TYPE IG OR NON-IG THE INSULATION ON THE SURROUNDING SURFACES. GYPSUM BOARD (per � INCH thickness) 0,55 TODD O'CONNELL, AIA ES AAT T EAVES RATED INSTALLED INSIDE AN AT THE COMPLETION OF WORK, THE DOORS TO CONFORM TO THE 2020 VALLEYS AND FLASHING. ROOFING APPROPRIATE AIR-TIGHT ASSEMBLY (1/2 INCHES) (2.2) 1200 Veterans Memorial Highway CONTRACTOR SHALL REMOVE ALL R402.4: AIR LEAKAGE - BUILDING THERMAL ENVELOPE SHALL BE (5/8 INCHES) (2.75) g v WASTE MATERIALS, TOOLS, RUBBISH, NYSEGG. FIREBOX TO BE COMPLETELY CONTRACTOR TO PROVIDE ALL WITH O.5 CLEARANCE FROM supe 1zo LINED WITH FIREBRICK. PROVIDE MIN. FLASHING NECESSARY FOR A COMBUSTIBLE MATERIALS AND 3 CONSTRUCTED TO LIMIT AIR LEAKAGE TO < 3 AIR CHANCES PER MECHANICAL DUCT ALLOWANCE 4.0 Hauppauge,NY 11788 ETC., GLEAN GLA55 AND LEAVE WORK FIREPLACE _ _ _ HOUR. - 8 WALL THICKNESS WITH WATERTIGHT WEATHERPROOF JOB. CLEARANCE FROM INSULATION SUSPENDED STEEL CHANNEL SYSTEM 2.0 BROOM GLEAN UNLESS OTHERP415E 4" NON COMBUSTIBLE FIRE STOPPING ROOFING IS TO BE APPLIED IN STRICT P(631)650-6666 SPECIFIED. THE CONTRACTOR 'SHALL BETWEEN COMBUSTIBLE WOOD FRAME ACCORDANCE WITH THE VAPOR RETARDER: R402.4.1.1: INSTALLATION - THE COMPONENTS OF THE BUILDING WOOD FURRING SUSPENSION SYSTEM 2.5 F(631)650-6667 CARRY WORKMAN'5 COMPENSATION CONSTRUCTION. MANUFACTURES 5PEGIFIGATION5. -REQUIRED ON THE WARM-IN-WINTER THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH C(516)658-0325 AND GENERAL LIABILITY INSURANCE. CONTRACTOR SHALL SUPPLY COLOR SIDE OF ALL NON-VENTED FRAMED THE CRITERIA L15TED IN TABLE 402.4.1.1. WHERE REQUIRED BY G O V E R I N G 5, ROOF, AND W A L L ALL SHALL COMPLY WITH 5TA -E AND FOUNDATION WATERPROOFING SAMPLES OF THE SHINGLES FOR CEILINGS, WALLS, AND FLOORS. CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL +r' i t LOCAL CODES AND ORDINANCES. THEM TWO LAYERS OF TOWELED ON OWNER'S APPROVAL, PRIOR TO COMPONENTS AND VERIFY COMPLIANCE. ASPHALT SHINGLES 2.0 CONTRACTOR SHOULD FULLY FIBERGLASS MASTIC. (FED. SPEC. INSTALLATION. MATERIALS IDENTIFICATION: GYPSUM SHEATHING, I/2-in. 2,O GUARANTEE HIS WORK AND THE WORK 5.5.G. 153 TYPE-I) MEMBRANE TO BE -MATERIALS AND EQUIPMENT MUST BE 8402.4.1.2: TESTING - BUILDING OR DWELLING UNIT SHALL BE INSULATION, ROOF BOARDS (per Inch thickness) OF HI5 SUBGONTRAGTORS FOR: A TESTED AND VERIFIED AS HAVING < 3 ACH50 IN CZ4A, 5, AGA. FIBERBOARD x; CONTINUOUS FROM TOP OF INSULATION INSTALLED IN ACCORDANCE WITH THE PERIOD OF ONE YEAR AFTERTESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. PERLITE FOUNDATION AND EXTEND TO LAP ALL EXTERIOR WALLS AND ROOFS MANUFACTURERS INSTALLATION 0.8 COMPLETION OF THE PROJECT UNLESS POLYSTYRENE FOAM 0.2 EDGE OF FOOTING. SHALL BE INSULATED WITH FOIL INSTRUCTIONS. ` . URETHANE WITH FOAM FOAM 0.5 OTHERWISE SPECIFIED. ALL WORK R402.4.4: COMBUSTION CLOSETS - ROOMS CONTAINING FACED FIBERGLASS BATT INSULATION -MATERIALS AND EQUIPMENT MUST SHALL BE PERFORMED IN BY JOHN MANVILLE OR APPROVED IDENTIFIED 50 THAT THE COMPLIANCE FUEL-BURNING APPLIANCES REQUIRE SPECIAL CARE. PLYWOOD (per I/8-In. THICKNESS) 0.4 ACCORDANCE WITH GOOD BUILDING FIRE BLOCKING EQUAL EXCEPTION: DIRECT VENT APPLIANCES WITH BOTH INTAKE AND PRACTICES. THE CONTRACTOR SHALL FIRE BLOCKING SHALL BE PROVIDED FOIL TO BE PLACED TOWARD CAN BE DETERMINED. RIGID INSULATION, 1/2-in. 75 0. WARM SIDE. PROVIDE 11/2" RIGID -MANUFACTURER MANUALS FOR ALL EXHAUST PIPES INSTALLED CONTINUOUS TO THE OUTSIDE INDEMNIFY AND HOLD HARMLESS THE AS PER SEGTtON 8502.13 OF THE SKYLIC5HT, METAL FRAME, WIRE GLASS 8.0 FOAM INSULATION ON ALL EXTERIOR INSTALLED HEATING AND COOLING y OWNER, ARCHITECT, AND THEIR RESIDENTIAL GORE OF NEW YORK FOUNDATION WALLS FROM FOOTING EQUIPMENT AND SERVICE WATER R403.3.2: DUCT SEALING - DUGT5, AIR HANDLERS, AND FILTER WOOD SHEATHING (PER INCH THICKNESS) 3.0 AGENTS AND EMPLOYEES FROM AND STATE, TO GUT OFF ALL CONGEALED TO 6"BELOW FINISHED GRADE UNLESS HEATING EQUIPMENT MUST BE BOXES SHALL BE SEALED. WATERPROOFING MEMBRANE AGAINST ALL CLAIMS, DAMAGES, DRAFT OPENINGS (BOTH VERTICAL OTHERWISE SPECIFIED. CARE SHOULD PROVIDED. BITUMINOUS, SMOOTH SURFACE 1.5 t; LOSES AND EXPENSES, INCLUDING AND HORIZONTAL). BC TAKEN NOT TO DAMAGE -INSULATION R-VALUES AND GLAZING R403.3.3: DUCT TESTING - DUGT5 SHALL BE PRESSURE TESTED TO SINGLE-PLY SH=T WATERPROOFING MEMBRANE 0.7 ATTORNEYS FEES ARISING OUT OF OR PROVIDE FIRE BLOCKING IN FOUNDATION WATERPROOFING. U-FAGTOR5 MUST BE CLEARLY DETERMINE AIR LEAKAGE. FLOOR F I LL RESULTING FROM THE PERFORMANCE CONGEALED SPACES OF STUD WALLS MARKED ON THE BUILDING PLANS OR EXCEPTION: DUCT LEAKAGE TEST 15 NOT REQUIRED WHORE m OF THE WORK PROVIDED THAT ANY AND PARTITIONS, INCLUDING FURRED GLASS WINDOWS AND DOORS SPECIFICATIONS. THE DUCTS AND AIR HANDLERS ARE LOCATED ENTIRELY WITHIN LEIGHT WEIGHT CONCRETE, PER INCH 8.0 SUCH CLAIM, DAMAGE, LOSS OR SPACES AT THE CEILING AND FLOOR THE BUILDING THERMALENVELOPE. EXPENSE (A) 15 ATTRIBUTABLE TO LEVELS. CONGEALED HORIZONTAL TO BE INSTALLED AS PER SECTION SAND, PER INCH 8308 OF THE RESIDENTIAL CODE OF DUCT INSULATION: STONE CONCRETE, PER INCH 12.0 BODILY INJURY, SICKNESS, DISEASE FURRED SPACES SHALL ALSO BE FIRE NYS. ALL GLA55 IS TO BE INSULATED -SUPPLY DUCTS IN UNCONDITIONED 8403.3.5: BUILDING CAVITIES - SHALL NOT BE USED AS DUCTS OR OR DEATH OR TO INJURY TO OR BLOCKED AT INTERVALS NOT S FLOORS AND FLOOR F I N 15 H E 5 LOW-E UNLESS OTHERWISE SPECIFIED. ATTICS OR OUTSIDE THE BUILDING PLENUMz # DESTRUCTION OF TANGIBLE PROPERTY EXCEEDING 10 FEET. GLA55 SUBCONTRACTOR SHALL NOT MUST BE INSULATED TO R-8. z v INSTALL GLA55 UNTIL PROPER -RETURN DUCTS IN UNCONDITIONED CERAMIC OR QUARRY TILE (3/4-in.) (OTHER THAN THE WORK ITSELF 8403.4: MECHANICAL SYSTEM PIPING INSULATION - CARRYING 16.0 J ON I/2-In. MORTAR BED J INCLUDING THE LOSS OR USE PLUMBING CLEARANCES ARE PROVIDED. ALL ATTICS OR OUTSIDE THE BUILDING FLUIDS >1050 F OR <55o F, INSULATE TO R-3 MIN. RESULTING THERE FROM). (B) IS CONTRACTOR SHALL INSTALL WATER SLIDING GLASS DOOR5, 5KYLIGHT5 MUST BE INSULATED TO R-4. CERAMIC OR QUARRY TILE (3/4-In) z �- CAUSED IN WHOLE OR IN PART BY ANY SUPPLY AND SANITARY SYSTEM AS AND/OR WINDOWS AS REQUIRED BY -SUPPLY DUCTS IN UNCONDITIONED R403.6 23.0 : MECHANICAL VENTILATION - THE BUILDING SHALL BE ON I-In. MORTAR BED z TEMPERED GLASS. ALL GLASS DOORS -RETURN DUCTS IN UNCONDITIONED NEGLIGENT ACT OR OMISSION OF THE INDICATED. PROVIDE HOT AND GOLD CODE SHALL BE INSULATED SPACES MUST BE INSULATED TO R-8. PROVIDED WITH VENTILATION THAT MEETS THE REQUIREME-NIOF 11 CONTRACTOR, ANY SUBCONTRACTOR, SHUT-OFF VALVES AT ALL FIXTURES. 2020 NY5 RESIDENTIAL CODE CONCRETE PILL FINISH (PER INCH THICKNESS). 1.0 ANYONE DIRECTLY OR INDIRECTLY ALL WATER PIPING TO HAVE HARDWOOD FLOORING, 7/7-In. 4.0 o AND WINDOWS SHALL BE INSTALLED IN SPACES (EXCEPT BASEMENTS) MUST EMPLOYED BY ANY OF THEM, OR CLEANOUT5 AT ALL CHANGES OF THE MECHANICAL VENTILATION RATE SHALL BE NO GREATER o x 5"U"' w STRICT ACCORDANCE WITH THE BE INSULATED TO R-2. LINOLEUM OR ASPHALT TILE I/4-in. 1.0 ° o v 700 ANYONE FOR WHOSE ACTS ANY OF DIRECTION AND AT BASE OF THAN T MANUFACTURES SPECIFICATIONS. ALL -INSULATION IS NOT REQUIRED ON THEM MAY BE LIABLE REGARDLESS VERTICAL WASTES. USE 4" CAST IRON WINDOWS ARE TO BE CAULKED AND RETURN DUCTS IN BASEMENTS. 0.01 X GFA + 7.5 X (# OF BEDROOMS + 1) MARBLE AND MORTAR ON STONE-CONCRETE FILL 33.0 °o OF WHETHER OR NOT IT IS CAUSED IN THROUGH FOUNDATION WALL PITCHED SEALED A5 PER 2020 NYSEGG *GFA = CONDITIONED FLOOR AREA SLATE (PER mm THIGKNE55) 15.0 PART BY A PARTY INDEMNIFIED MIN. I/8" PER FOOT. TRAP/WASTE REQUIREMENTS. PROVIDE FLASHING DUCT CONSTRUCTION: SOLID FLAT TILE ON I-in. MORTAR BASE 23,0 F o to m 8403.7: EQUIPMENT SIZING - PER AGGA MANUEL 5, BASED ON o x HEREUNDER. ALL MATERIALS, SIZES FOR FIXTURES SHALL BE AS PANS UNDER ALL SLIDER, DOORS, AND -ALL JOINTS, SEAMS, AND ASSEMBLIES, AND METHOD OF FOLLOWS: WINDOWS WITHIN A 6" OF AN EXTERIOR CONNECTIONS MUST BE SECURELY LOADS GALGULATED PER ALGA MANUEL J. SUBFLOORING, 3/4-in. 3,0 �� °oZm0 W CONSTRUCTION INCLUDING BUT NOT D15H WASHER 1 1/2" 12-in. Ib-In. o N v� 3 w o SURFACE. ALL EXTERIOR DOORS ARE FASTENED WITH WELDS, GASKETS, FLOORS, WOOD JOI5T (no plaster) °z Y J v w °N v LIMITED TO FORM-WORK, KITCHEN SINK 1 1/2" 8404.1: LIGHTING - A MINIMUM OF c103o OF PERMANENTLY JOIST 51ZE5 (in.) o.c.� o.c.z 4?a 3.z Al V BLOCK-WORK, FRAMING, NAILING, �� TO BE FULLY WEATHER-STRIPPED. MASTICS (ADHESIVES), (L.s�T) l�s�r) ��_ o w o LAVATORY 1 1/4 PROVIDE ALL SCREENS AND MASTIC.-PLUS-EMBEDDED-FABRIC OR INSTALLED FIXTURES MUST HAVE HIGH-EFFICIENCY LAMPS. }<�, S°m► O PLACING OF CONCRETE, ETC. ARE TO SHOWER 2" HARDWARE AS REQUIRED. ALL GLASS TAPI=S. DUCT TAPE IS NOT LOW-VOLTAGE LIGHTING EXEMPT 2x6 6 5 0 wQ w o q°L� <9 -z"�~ reO BE CAREFULLY SUPERVISED BYTHE TOILET 3° 15 TO BE FREE OF 50RATGHE5 AND PERMITTED. 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTION 8308- 2x8 6 CONTRACTOR TO BE SURE THEY ARE ALL SYSTEMS TO HAVE ONE 3" MAIN IMPERFECTIONS AND GUARANTEED BY EXCEPTION: CONTINUOUSLY WELDED GLAZING 2x10 7 IN ACCORDANCE WITH THE DRAWINGS, VENT STACK INCREASED TO 4" THE MANUFACTURER FOR A PERIOD OF AND LOCKING-TYPE LONGITUDINAL SPECIFICATIONS, APPLICABLE CODES THROUGH THE ROOF. PROVIDE FROST NO LESS THAN 5 YEARS. ALL WINDOW5 JOINTS AND SEAMS ON DUCTS - EXCEPT AS INDICATED IN SECTION R308.1.1 EACH PANE OF 2x12 8 7 <N°W Q o AND GOOD PRACTICE. DEVIATIONS PROOF HO5E-BIBS AS INDICATED ON TO BE ANDERSEN UNLESS INDICATED OPERATING AT LESS THAN 2" w.9. GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFILED IN FRAME PARTITIONS ( sf) U F u u, < O FROM THE DRAWINGS AND PLANS WITH EASILY ACCESSIBLE OTHERWISE. (500 PA.) SECTION R308.4 SHALL BE PROVIDED WITH A MANUFACTURE'S WOOD OR STEEL STUDS, I/2-in. GYP. BOTH SIDES S.o �� o °n SPECIFICATIONS WILL NOT BE DRAIN DRAIN-COCK5. THE WATER wv)Ow PERMITTED WITHOUT WRITTEN SUPPLY AND SEWAGE DISPOSAL -DUCTS SHALL BE SUPPORTED EVERY DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION WOOD STUDS, 2x4, UNPLASTERED 4.O ���w°m ko } 10 FEET OR IN ACCORDANCE WITH THE DESIGNATING THE TYPE OF GLASS AND THE SAFETY GLAZING " °p -' "o AUTHORIZATION OF THE ARCHITECT. SYSTEM SHALL COMPLY TO THE -.INSTRUCTIONS. STANDARD WITH WHICH IT COMPLIES, WHICH IS VISIBLE IN THE FINAL FRAME WALL 5 K T O l W X 0 Z13 THE CONTRACTOR SHALL BE APPLICABLE COUNTY DEPARTMENT OF PAINTING AND STAINING -COOLING DUCTS WITH EXTERIOR INSTALLATION. THE DESIGNATION SHALL BE ACID ETCHED EXTERIOR STUD WALL5: �Z `�zn� RESPONSIBLE FOR THE SHOP HEALTH STANDARDS AND DRAWINGS WHICH MAY BE NEEDED. REGULATIONS. APPROVAL OF ALL THE FOLLOWING IS INCLUDED FOR THE INSULATION MUST BE COVERED WITH A SANDBLASTED, CERAMIC-FIRED, LASER ETCHED, EMBOSSED, OR BE A 2x4 a 16-in., 5/8-in. GYPSUM, $ $F $ ALL DIMENSIONS AND CONDITIONS PLUMBING MUST BE OBTAINED FROM CONVENIENCE OF THE PAINTING VAPOR RETARDER. TYPE THAT ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING INSULATED, 3/8-In. SIDING 11.0 < ARE TO BE FIELD VERIFIED. APPROPRIATE LOCAL AUTHORITIES CONTRACTORS AND ONLY AS AN -AIR FILTERS ARE REQUIRED IN THE DESTROYED. A LABEL SHALL BE PERMITTED IN LIEU OF THE INDICATION OF THE TYPES,OF PAINTS RETURN AIR 5Y5TEM. MANUFAGTURE'5 DESIGNATION 2x6 a 16-1n., 5/95-1n. GYPSUM, CONTRACTOR TO REMOVE $ PRIOR TO CONGEALMENT. PRIOR TO REQUIRED FOR VARIOUS SURFACES. IT -THE HVAC, SYSTEM MUST PROVIDE A 8308.4 HAZARDOUS LOCATIONS - THE LOCATIONS SPECIFIED IN INSULATED, 3/8-In. SIDING 12.0 N RELOCATE AS REQUIRED ALL ORDERING, CONTRACTOR SHALL IS THE INTENT OF THESE MEANS FOR BALANCING AIR AND SECTIONS 8308.4.1 THROUGH 8308.4.7 SHALL BE CONSIDERED TO BE V m EXISTING WORK WHICH INTERFERES SUPPLY GUTS OF FIXTURES FOR EXTERIOR STUD WALL5 WITH BRICK VENEER 48.0 WITH NEW CONSTRUCTION. OWNERS APPROVAL. IN THE EVENT 5PEGIFICATION5 TO PROVIDE A WATER SYSTEMS. SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING WINDOWS GLASS FRAME AND SASH THAT THE OWNER GRANGES, THE COMPLETE FINISH. ALL PAINTED 8308.4.1- GLAZING IN DOOR- GLAZING IN FIX1=D AND OPERABLE � � 8.0 CONTRACTOR SHALL CREDIT THE SURFACES MUST BE FULLY COVERED TEMPERATURE CONTROLS: PANEL OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE CLAY BRICK WYTHE5: SITE WORK OWNER FOR THE FULL IN A UNIFORM MANNER TO BE -EACH DWELLING UNIT HAS AT LEAST CONSIDERED TO BE A HAZARDOUS LOCATION 4 IN 39.0 STAKEOUT 15 TO BE PERFORMED BY A SUBGONTRAGTORS COST FOR THE ACCEPTABLE. ONE THERMOSTAT CAPABLE OF 8308.4.2- GLAZING ADJACENT TO DOOR- GLAZING IS LE55 THAN 60 8 IN 7a.0 LICENSED SURVEYOR. STAKING AND INTERIOR WOOD SURFACES-APPLY TO AUTOMATICALLY ADJUSTING THE INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS 12 IN 115.0 LAYOUT ARE TO ESTABLISH ALL LINES CHANGED UNIT. LIGHTLY SANDED SURFACES, WALLS, SPACE TEMPERATURE SET POINT OF EITHER OF THE FOLLOWING- 16 IN 155.0 AND BENCHMARKS. VERIFY ALL GIVEN HVAG DOORS, FRAMES, TRIM, AND BASES, THE LARGEST ZONE. - GLAZING IS WITH 24" OF EITHER SIDE OF THE DOOR HOLLOW CONCRETE MASONRY UNIT WYTHE5: DATA ON DRAWINGS. IN CASE OF SYSTEM TO BE DESIGNED BY OTHERS. ONE GOAT WOOD FILLER OR STAIN -GLAZING IS ON A WALL PERPENDICULAR TO THE PLANE OF THE WYTHE5 THIGKNE55 (IN INCHES) 4 6 8 10 12 DISCREPANCY, RECEIVE AND TWO GOATS MGKLUSKY'S ELECTRIC SYSTEMS: DOOR IN A CLOSED POSITION AND WITHIN 24" OF THE HINGED SIDE OF DENSITY OF UNIT (105 PGF) ROOMS ff CONFORM WITH ALL STATE CLARIFICATION FROM ARCHITECT PROVIDE PROPER SUPPLY ALL EGGSHELL FINISH NON-YELLOWING -SEPARATE ELECTRIC METERS ARE AN IN-SWING DOOR NO GROUT 22.0 24.0 31.0 5-7.045.0 l4 PRIOR TO PROCEEDING. EXCAVATE AND LOCAL CODES. 8 .3 POLYURETHANE. REQUIRED FOR EACH DWELLING UNIT. 830 .4 - GLAZING IN WINDOW z AND BACK FILL FOR WORK INDICATED GYPSUM BOARD- MINIMUM ONE GOAT - EXPOSED AREA OF AN INDIVIDUAL PANE 15 LARGER THAN 9 5Q.FT. (GROUT 5PAGING) ON DRAWINGS. STOCKPILE TOPSOIL PRIMER AND TWO GOATS FLAT PAINT. FIREPLACES: -BOTTOM EDGE OF GLAZING 15 LE55 THAN IS" ABOVE THE FLOOR 46 IN. O.G. 29.0 38.0 4-7.055.0 OBTAINED FROM STRIPPING PrRIVEWAY EXTERIOR WOOD SURFACES- TWO -FIREPLACES MUST BE INSTALLED - TOP EDGE OF GLAZING 15 MORE THAN 36 " ABOVE FLOOR AND 4o IN. c.o. 30.0 40.0 49. 57.0 AND BUILDING SITE. STOCKPILE: ALL GOATS EXTERIOR GRADE STAIN. WITH TIGHT FITTING NON-GOMBU51-ABLE ONE OR MORE WALKING SURFACES ARE WITHIN 36", MEASURED 32 IN. O.G. 32.0 42.0 5.2.0 61.0 X FRAMING AND ROUGH CARPENTRY EXTERIOR EXPOSED METAL- MINIMUM FIREPLACE DOORS HORIZONTALLY AND IN A STRAIGHT LINE OF GLAZING 24 IN. O.G. 34.0 46.0 57.0 67.0 EXCAVATED MATERIAL. NEW AND FRAMING IN. O. G. 40.0 53.0 66.0 79.0 � Z EXISTING BACK FILL MATERIAL. AND JOISTS RAFTERS AND STUDS SHALL ONE GOAT ZING CHROMATE AND TWO -FIREPLAGE5 MUST BE PROVIDED 308.4.4- GLAZING IN GUARDS AND RAILINGS FULL GROUT 55.0 75.0 95.0 115.0 TOPSOIL ARE TO BE FREE OF WEEDS, BE CONSTRUCTION GRADE DOUGLAS GOATS EXTERIOR ENAMEL. WITH A SOURCE OR COMBUSTION AIR, 8308.45- GLAZING AND NET SURFACES- BATHTUBS, SHOWERS WHERE TREE ROOTS, ROCKS AND DEBRIS. FIR-SOUTH SELECT STRUCTURAL. ALL ALL MATERIAL SHALL BE OF BEST AS REQUIRED BY THE FIREPLACE THE BOTTOM EXPOSED EDGE OF GLAZING IS LESS THAN 60 INCHES DENSITY OF UNIT (125 PGF)- SEE ASGE STANDARD - MINIMUM DESIGN ALL SURPLUS MATERIAL THAT 15 WOOD SILLS AND WOOD IN CONTACT QUALITY PITTSBURGH, PRATT 4 CONSTRUCTION PROVISIONS OF THE MEASURED VERTICALLY ABOVE ANY STANDING OR WAL,:KING DENSITY OF UNIT (135 PGF) LOAD FOR BUILDING STRUCTURES AND N UNSUITABLE FOR BACK FILL MATERIAL WITH MASONRY SHALL BE AGO. ALL LAMBERT, DUTCH BOY. CABOT5, BUILDING CODE OF NEW YORK STATE, SURFACE different dead load OTHER STRUCTURES -A50E7-I6 N SHALL BE REMOVED FROM THE: SITE. EXTERIOR SHEATHING SHALL BE 1/2 MGKLU51<Y5, OR APPROVED EQUAL. THE RESIDENTIAL CODE OF NEW YORK - 8308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS- GLAZING values for differ (PGF) O < PROTECT ALL TREES WITHIN EIGHT GDX DOUGLAS FIR PLYWOOD. CONTRACTOR 15 TO PROVIDE STATE OR THE NEW YORK CITY WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LE55 THAN SOLID CONCRETE MASONRY UNIT WYTHE5: FEET OF THE BUILDING. PROPER SUB-FLOORS TO BE 3/4" GDX SAMPLES OF ALL PAINTS AND STAINS BUILDING CODE, AS APPLICABLE. 36 ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF APPROVALS MUST BE OBTAINED PLYWOOD EXTERIOR SHEATHING TO FOR ARCHITECT'S AND/OR OWNERS STAIRWAY, LANDING BETWEEN FLIGHTS OR STAIRS OR RAMWYTHE5 THICKNESS (IN mm) 4 6 8 10 12 PS DENSITY OF UNITS (I PGF) BEFORE COVERING ANY EXCAVATED BE COVERED WITH "TYVEK" HOU5E APPROVAL. SERVICE WATER HEATING: -GLAZING 36" OR LE55 MEASURED HORIZONTALLY FROM THE 32. 51.0 51.0 02. 1124. - w DENSITY OF UNIT (135 PGF) 38.0 60.0 81.0 102.0 124.0 OC WORK. WRAP OR APPROVED EQUAL. BLOCK -WATER HEATERS WITH VERTICAL WALKING SURFACE DENSITY OF UNIT (135 PGF) 41.0 4.0 87.0 110.0 133.0 STUD WALLS AT 1/2 STORY HEIGHTS GYPSUM WALL BOARD PIPE RISERS MUST HAVE A HEAT TRAP R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING CONCRETE BLOCK AND AT ALL UNSUPPORTED EDGE5 OF INSTALLED AS PER SECTION R702.3.2. ON BOTH THE INLET AND THE OUTLET - WHERE GLAZING 15 LE55 THAN 36" ABOVE THE LANDING AND WITHIN " WEIGHTS OF MASONRY INCLUDE MORTAR BUT NOT PLASTER. FOR ALL CONCRETE BLOCK IS TO HAVE PLYWOOD. PROVIDE SOLID BLOCKING THROUGH R702.3.6 OF THE NEW YORK UNLESS THE WATER HEATER HAS AN A 60" HORIZONTAL ARE LESS THAN 180 DEGREES FROM -HE BOTTOM PLASTER, ADD 5 Ib/ft2 FOR EACH FACE PLASTERED. VALUES "DUR-O-WALL" REINFORCING EVERY AND DIAGONAL BRACING OF FLOOR STATE RESIDENTIAL GORE. GYPSUM INTEGRAL HEAT TRAP OR IS PART OF TREAD N051NO GIVEN REPRESENT AVERAGES. IN SOME GASES THERE IS A THIRD GOUR5E. FILL TOP GOUR5E JOISTS AT 8' O.G. MAXIMUM AND WALLBOARD APPLICATION SHALL BE A CIRCULATING SYSTEM. CONSIDERABLE RANGE OF WEIGHT FOR THE SAME CONSTRUCTION. SOLID. MORTAR MIX TO BE ONE PART SOLID BLOCKING UNDER ALL TAPE JOINT SYSTEM. ALL GYPSUM -INSULATE CIRCULATING HOT WATER Z NOTE: WINDOW FALL PROTECTION TO BE PROVIDED PORTLAND GEMENT, ONE PART LIME UNSUPPORTED EDGES OF PLYWOOD. BOARD TO BE 1/2" ON WALLS AND 1/2" PIPE-5 TO THE LEVELS ON TABLE 1. O FOR ALL WINDOWS AS PER 2020 RESIDENTIAL GODS OF NEW YORK STATE SECTION 83051 <_ PUTTY, AND 51X PARTS SAND, OR ONE ALL GAP PLATES TO BE DOUBLED ON CEILINGS UNLESS OTHERWISE . PART MASONRY GEMENT AND THREE AND NAILED BOTTOM GAP PLATED TO INDICATED. FINISH JOINTS, J-BEADS. CIRCULATING HOT WATER SYSTEMS: 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTION R312.2 MINIMUM HEIGHT- CEILING- HABITABLE SPACE, HALLWAYS AND ily PARTS SAND. END OF STUDS. LAP GAP PLATES AT NAIL DIMPLES, CORNERS AND EDGES -INSULATE CIRCULATING HOT WATER PORTION OF BASEMENTS CONTAINING THESE SPACES SHALL HAVE A Q = CORNERS. WHERE FLUSH FRAMING SHALL BE TAPED AND RECEIVE THREE PIPES TO THE LEVELS ON TABLE I. - IN DWELLING UNITS WHERE THE TOP OF THE SILL OF AN OPERABLE CEILING HEIGHT OF NOT LESS THAN 7 FEET. BATHROOMS, TOILET Q n/ CONCRETE OCCURS, USE MIN. 160A SHEET METAL GOATS OF JOINT COMPOUND. ALLOW WINDOW OPENING 15 LOCATED LESS THAN 24 INGHE5 ABOVE THE ROOMS, LAUNDRY ROOMS SHALL HAVE A CEILING HEIGHT OF NOT ^ 1� NO CONCRETE OR MASONRY WORK JOIST HANGERS BY "TECO" OR 24 HOURS TO DRY BETWEEN GOATS. HEATING AND COOLING PIPING FINISH FLOOR AND GREATER THAN 72 INCHES ABOVE FIN15R GRADE LESS THAN 6 FEET 8 INCHES 1 1 Z SHALL BE DONE DURING APPROVED EQUAL. ALL CORNERS TO FINAL GOAT TO BE SANDED SMOOTH. INSULATION: OR SURFACE BELOW THE EXTERIOR OF THE BUILDING EXCEPTION: TEMPERATURES OF 40 DEGREES F. BE MINIMUM 3/2X4 STUDS. HEADERS METAL CORNER BEAD TO BE USED ON -HVAC PIPING CONVEYING FLUIDS -THE OPERABLE WINDOW SHALL COMPLY WITH: I. FOR ROOMS WITH SLOPED CEILINGS THE REQUIRED FLOOR TABLE 1: MINIMUM INSULATION THICKNESS FOR CIRCULATING HOT WATER PIPES AND FALLING. NO CONCRETE SHALL SHALL BE MINIMUM 2/2X6 UNLESS ALL OUTSIDE CORNERS AND AROUND ABOVE 105°F OR CHILLED FLUIDS OPERABLE WINDOW THAT ARE PROVIDED WITH WINDOW AREA OF THE ROOM SHALL HAVE A CEILING HEIGHT OF NOT INSULATION THICKNESS IN INCHES BY PIPE 51ZES I� Q BE PLACED ON FROZEN SURFACES. NO NOTED ON PLANS. MINIMUM BEARING ALL OPENINGS. BELOW 55°F MUST BE INSULATED TO OPENING CONTROL DEVICES THAT COMPLY WITH SEG. R312.2.2 LE55 THAN 5 FEET AND NOT LESS THAN 50 PERCENT OF THE HEATED WATER NON-GIRGULATING RUNOUTS CIRCULATING MAINS AND RUNOUTS -I ADDITIVES SHALL BE ALLOWED FOR STUDS, JOISTS AND BEAMS SHALL THE LEVELS IN TABLE 2. REQUIRED FLOOR AREA SHALL HAVE A CEILING HEIGHT OF NOT TEMPERATURE (F) UP TO I UP TO 1.25 1.5 TO 2.0 OVER .2 LH (� O WITHOUT WRITTEN PERMISSION OF THE BE 3 I/2". USE DOUBLE JACK STUDS ELECTRICAL �� �� �� 8312.2.2 WINDOW OPENING CONTROL DEVICES- SHALL COMPLY WITH LESS THAN 7 FEET ARCHITECT ALL CONCRETE 15 l-O BE FOR HEADERS OVER FIVE FEET IN ALL WORK SHALL COMPLY WITH THE 170-180 O.5 I.O I.5 2.0 ASTM 172090 2. THE CEILING HEIGHT ABOVE BATHROOM AND TOILET ROOM O MIN. 3,500 P.S.I. AT 28 DAYS 4 4,000 LENGTH. NATIONAL ELECTRICAL GODS AND ALL NOTES: THE WINDOW OPENING DEVICE AFTER OPERATION TO RELEASE THE FIXTURES SHALL BE SUCH THAT THE FIXTURE IS CAPABLE OF 140-160 0.5 0.5 1.0 1.5 PSI FOR GARAGE SLAB. PROVIDE ALL STATE, LOCAL, AND UTILITY COMPANY I. OBTAIN ALL PERMITS PRIOR TO CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN, SHALL NOT BEING USED FOR ITS INTENDED PURPOSE 100-130 0.5 0.5 0.5 1.0 SLEEVES AND FOUNDATION VENTS AS NOTE: CODES AND REGULATIONS. ALL THE START OF WORK. REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW U41T TO O O D REQUIRED BY NYS CODE. UNLESS FOUNDATIONS CHAPTER 4 DESIGN CIRCUITS SHALL BE MINIMUM 15 AMP. LESS THAN THE AREA REQUIRED BY SECTION R310.2.1 INDICATED, ALL FOUNDATION BASED UPON PRESUMPTIVE LOAD POWER WIRING SHALL BE MINIMUM 14 2. ALL BEDROOM TO BE PROVIDED TABLF_ 2.. MINIMUM INSULATION THICKNESS FOR HVAC PIPES FOOTINGS ARE TO BE A MIN. 8" DEEP BEARING VALUES OF SANDY GRAVEL AWG. CONVENIENCE OUTLETS SHALL WITH ROD 4 SHELF, ALL LINEN OLI M _z AND/OR GRAVEL AT 2000 LBS PER BE LOCATED 12" ABOVE FINISHED PIPING SYSTEM FLUID TEMP. INSULATION THIGKNE55 IN INCHES BY PIPE SIZE � PROJECTING 6" ON EACH SIDE OF THE CLOSETS TO BE PROVIDED WITH 5 m FOUNDATION WALL. PROVIDE INC #4 SQUARE FOOT. CONTRACTOR TO FLOOR UNLESS OTHERWISE INDICATED. ROWS OF 5HELVE5. RANGE (F) 2 RUNOUTS 1 AND LE5I 1.25 TO 2 25 TO 4 CONSULT ENGINEER IF DIFFERENT SOIL ALL SWITCHED TO BE LOCATED 36" TYPES „ DEFORMED BARS CONTINUOUS IN THE HEATING SYSTEMS D FOOTING. ALL 4" THICK CONCRETE MATERIALS ARE FOUND UPON ABOVE THE FINISHED FLOOR UNLESS 3. DOOR TRIM AND BASE MOLDING SLABS TO HAVE 6X6 10/10 WELDED EXCAVATION OR TEST HOLE, FOR OTHERWISE INDICATED. SUPPLY TO MATCH EXISTING LOW PRESSURE/TEMPERATURE 201-250 1.0 I.5 1.5 2.0 WIRE REINFORCING. ANCHOR BOLTS IN ALTERNATIVE FOOTING AND RECOMMENDED LAMPS IN ALL LOW TEMPERATURE 120-200 0.5 I.O I.O 1.5 _ 0 w CONCRETE SHALL BE HOOKED 5/8" X FOUNDATION WALL DESIGN FIXTURES. 4. ALL BATHROOM FIXTURES AND STEAM CONDENSATE JU 12" AT MAX. 3' O.G. PROVIDE BITUMEN FAUCETS TO BE SUPPLIED BY OWNER M EXPANSION JOINTS BETWEEN SLABS AND INSTALLED BY CONTRACTOR (FEED WATER) ANY 1.0 I.O 1.5 2.0 O z0 AND FOUNDATION WALLS. MOTE: ALL NON-ENGINEERED LUMBER COOLING SYSTEMS i N dJ Q iU TO BE DOUGLAS FIR #2 OR BETTER 5. FINISHES TO BE SUPPLIED CHILLED WATER, REFRIGERANT 201-250 1.0 1.5 15 2 0 O lUl z BY OWNER AND BRINE 120-200 0.5 I.O 1.0I.5j d Generated by REScheck-Web Software Compliance Certificate Project Munisteri Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) F%rmit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 355 Old Shipyard Lane Todd O'Connell Southold, New York 11971 Todd O'Connell Architects 1200 Veterans Highway suite 120 Hauppauge, NY 11788 6316506666 permits@tocarchitects.com compliance: Passes using UA trade-off Compliance: 4.2%Better Than Code Maximum UA: 24 Your UA: 23 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 155 21.0 0.0 0.047 0.026 7 4 Wall:Wood Frame, 16"o.c. 220 21.0 5.0 0.043 0.060 9 13 Window 3:Vinyl Frame 2 0.280 0.320 0 0 SHGC: 0.30 Window 1:Vinyl Frame 2 0.280 0.320 0 0 SHGC: 0.30 Floor: All-Wood joist/Truss 155 21.0 0.0 0.044 0.047 7 7 Compliance Statement: The proposed building design described her rs.cclnsi� st e building plans, specifications, and other calculations submitted with the permit application.The proposed b Ijdi >hsC, d g ed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with them. - :'' ', t� the REScheck Inspection Checklist. �sru RL 1A Name- itle S na ure J Dat t� , 027g3� Project Title: Munisteri Residence Report date: 10/24/23 Data filename: Pagel of 9 fZREScheck Software Version : REScheck-Web 96 Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section.. e Plans Verifi d Field Verified :Pre=11' ectidn%Plan,'Review: Complies? : Comments/Assumptions " &Req., Value Value, - 103.1, ;Construction drawings and } = . ,❑Complies ;Requirement will be met. 103.2 I documentation demonstrate ❑Does Not I [PR111 ;energy code compliance for the ibuilding envelope.Thermal ❑Not Observable envelope represented on ;❑Not Applicable i construction documents. I"• 103.1, Construction drawings and ❑Complies ;Requirement will be met. 103.2, (documentation demon trate Not 403.7 ;energy code compliance for f [PR3]1 I lighting and mechanical systems. ? ;:, ❑Not Observable I i !Systems serving multiple ❑Not Applicable !dwelling units must demonstrate ,compliance with the IECC Commercial Provisions. i 302:1; � Heating and cooling equipment is,; Heating: Heating: ;❑Complies ;Requirement will be met. 403.7' 7 .';' sized per ACCA Manual S based I Btu/hr I Btu/hr ;❑Does Not [PR2]?"`, '3on loads calculated per ACCA I Cooling: Coolingg ❑Not Observable Manual J or other methods I Btu/hr Btu/hr I❑Not Applicable ;i approved by the code official. I I 1 I I I Additional Comments/Assumptions: 1 High Impact(Tier 1) 2°' Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Munisteri Residence Report date: 10/24/23 Data filename: Page 2 of 9 JStctlOn - ;_';#:,. Foundation Inspection Eoinplies?, Comments/Assumptions` &Req.ID , 303.2:1. (A protective covering is installed to ;❑Complies ;Requirement will be meta ![F.011]2,- )I protect exposed exterior insulation j❑Does Not and extends a minimum of 6 in, below t'1 ;❑Not Observable .,grade. ❑Not Applicable 40 3.9, - j Snow-and ice-melting system controls I❑Complies !Requirement will be met. (F012]z installed. ;❑Does Not ❑Not Observable I ;❑Not Applicable Additional Comments/Assumptions: r V 11 High Impact(Tier 1) T Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Munisteri Residence Report date: 10/24/23 Data filename: Page 3 of 9 Section.. . :.. .. # Fra mm / . Plans Verified. :::;Field Verified Comssu g' Roughiri Inspection:. " - Value, Value. G°mplies? ."menfs/Amptions. &Re4.11 402.1.1, ;Glazing U-factor(area-weighted U- ; U- ;❑Complies ;See the Envelope Assemblies 4023.1, 1 average). ;❑Does Not ;table for values. 402.3.3, ' 402.5 Not Observable ; , � � ;❑❑ I [FR2]1 ; ; ; ; Not Applicable ; 303.1.3 ;U-factors of fenestration products 10Complies !Requirement will be met. [FR4]1 !are determined in accordance I❑Does Not :with the NFRC test procedure or " <}. :\:?\ ; taken from the default table. I ❑Not Observable , r. ;❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier i ❑Complies :Requirement will be met. , per manufacturer ".::: [FR23]1 !installed 's %..:.:" ❑Does Not instructions. UNot Observable ; I i❑Not Applicable 402.4.3 ;Fenestration that is not site built ;,`_ �❑Complies ;Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not j U AAMA/WDMA/CSA 101/I.S.2/A440 ,or has infiltration rates per NFRC :;>. #❑Not Observable ; 1400 that do not exceed code ':' ❑Not Applicable ;limits. ' 402.4.5 IC-rated recessed lighting fixtures . i❑Complies ;Requirement will be met. [FR16"]? , sealed at housing/interior finish s" _ ;❑Does Not and labeled to indicate :52.0 cfm : leakage at 75 Pa. 4,:> :° ❑Not Observable ; ❑Not Applicable ; 403.3.1 " Supply and return ducts in attics :_"A, f❑Complies ;Requirement will be met. [FR12] i insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ a ? # 11-6 where < 3 inches.Supply and'(."., ❑Not Observable "" "" - !return ducts in other portions of f ❑Not Applicable !the building insulated >= R-6 for f -diameter>= 3 inches and R-4.2 ;for< 3 inches in diameter. . : 403.3.2 j Ducts, air handlers and filter ; ❑Complies Requirement will be met. [FR13]1 !boxes are sealed with t j: ❑Does Not ;points/seams compliant with International Mechanical Code or I_ ❑Not Observable !International Residential Code, as� ">�,• �., �❑Not Applicable i applicable. ; 4033:5 Building cavities are not used as ! G._ , ; ❑Complies :Requirement will be met. [FR15]3 .ducts or plenums. i❑Does Not I I , ❑Not Observable ; ]Not Applicable 403.4 #HVAC piping conveying fluids ; R- ; R- ;❑Complies ;Requirement will be met. [FR17:1?1 Jabove 105°F or chilled fluids :❑Does Not below 55°F are insulated to >_R- i ;❑Not Observable ; 3. f ;❑Not Applicable 403.4.1 Protection of insulation on HVAC ' "` ]❑Complies ;Requirement will be met. [FR24]1 piping. " i❑Does Not 1 i <1❑Not Observable , ;.:...,'••- ❑Not Applicable 40153­ #Hot water pipes are insulated to R- ; R- ;❑Complies ;Requirement will be met. [FR18]2 "l>_R-3. :❑Does Not -v ;❑Not Observable ❑Not Applicable 403.6-;',, Automatic or gravity dampers are , ""ElComplies ;Requirement will be met. [FRl9]z; . Iinstalled on all outdoor air ❑Does Not -intakes and exhausts. '` •, '`�❑Not Observable ; I " 1❑Not Applicable F 1 I High Impact(Tier 1) 2']Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Munisteri Residence Report date: 10/24/23 Data filename: Page 4 of 9 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2. Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Munisteri Residence Report date: 10/24/23 Data filename: Page 5 of 9 Section Plans"Verified Field Verified # Insulation'Inspection Complies? Comments/Assumptions" & Req.ID, Value Value 303.1 All installed insulation is labeled ❑Complies :Requirement will be met. [IN13]2 " or the installed R-values ❑Does Not provided. �❑Not Observable ; #❑Not Applicable 402.1.1, ;Floor insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6table❑ Wood ;❑ Wood ;❑Does Not table for values. []N1]1 ❑ Steel ❑ Steel ❑Not Observable 3❑Not Applicable 303.2, Floor insulation installed per ❑Complies ;Requirement will be met. 402.2.8 manufacturer's instructions and ❑Does Not [IN2]1 hn substantial contact with the ❑Not Observable j underside of the subfloor, or floor (framing cavity insulation is in j ❑Not Applicable contact with the top side of !sheathing, or continuous insulation is installed on the underside of floor framing and , extends from the bottom to the top of all perimeter floor framing members. < 402.1.1, ,Wall insulation R-value. If this is a 1 R- ; R- ;❑Complies ;see the Envelope Assemblies 402.2.5, 1 mass wall with at least 1/2 of the 1table for values. 402.2.6 iwall insulation on the wall ❑ Mass ❑ Mass tNot Observable [IN3]1 I exterior,the exterior insulation ❑ Steel 1❑ Steel ❑Not A licable requirement applies (FR10). ; pp 303.2 ;Wall insulation is installed per : .`3❑Complies ;Requirement will be met. [IN4]1 !manufacturer's instructions. ;❑Does Not 1❑Not Observable ; (' #❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2Y. Medium Impact(Tier 2) -T31-Low Impact(Tier 3) Project Title: Munisteri Residence Report date: 10/24/23 Data filename: Page 6 of 9 section w- Plans Verified f_ "Field Verified', # ' Final inspection:""Provisions Complies? Comments/Assumptions Value'' :• Value &Req.I D , x 402.1.1, !Ceiling insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, ; ❑ Steel ❑ Steel ;❑Not Observable 402.2.6 1 k I IFI1]1 ;❑Not Applicable t I I t I I 1 I t i I 303.1.1.1, !Ceiling insulation installed per ]❑Complies :Requirement will be met. 303.2 )manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked everyt;❑ 300 ftp, i Not Observable ° ; ]Not Applicable 402.2.3 Vented attics with air permeable § '❑Complies :Requirement will be met. [1122]2;. insulation include baffle adjacent I ❑Does Not ;to soffit and eave vents that Observable !extends over insulation. ; IE]Not �❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies ;Requirement will be met. [FI3]1 !insulation >_R-value of the ;❑Does Not adjacent assembly. ; ❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ; ACH 50 = ;❑Complies ;Requirement will be met. [F[17]1 tach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. i ;❑Not Observable ' ;❑Not Applicable 403.3.3 ;Ducts are pressure tested to ; cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [F127]1 !determine air leakage with ft2 ft2 ;❑Does Not !either: Rough-in test:Total ;leakage measured with a ; :❑Not Observable I pressure differential of 0.1 inch ❑Not Applicable Iw.g. across the system including ;the manufacturer's air handler enclosure if installed at time of !test. Postconstruction test:Total ; leakage measured with a ;pressure differential of 0.1 inch ! ;w.g. across the entire system including the manufacturer's air ; ! ; handler enclosure. t I I I I 403.3.4 Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies ;Requirement will be met. (F1411 cfm/100 ft2 across the system or ft2 ; ft2 ;❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ; I❑Not Observable !tests,verification may need to ! ; ;❑Not Applicable occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ( : Y. ❑Complies ;Requirement will be met. [FI24]1 !by manufacturer at<=2% of ❑Does Not !design air flow. ! {. ❑Not Observable ; ! ❑Not Applicable 4.03:1.1 Programmable thermostats } J❑Complies Requirement will be met. •[FI9]2 installed for control of primary ❑Does Not !heating and cooling systems and " ❑Not Observable ;initially set by manufacturer to code specifications. ❑Not Applicable ; 403.1.21 ;Heat pump thermostat installed :,;. ~` i❑Complies !Requirement will be met. [FI10]? - ion heat pumps. f❑Does Not ! i❑Not Observable T❑Not Applicable 403:5.1 ;Circulating service hot water I❑Complies ;Requirement will be met. [FI11]2 ;systems have automatic or ❑Does Not accessible manual controls. 1❑Not Observable E]Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Munisteri Residence Report date: 10/24/23 Data filename: Page 7 of 9 # Final P Section.. ' fans Verified . 'aFieid.Verified ;Inspection'Provisions Gomplies? Comments/Assumptions . & Req:tD Value Value.:. 403.6.1•;:All mechanical ventilation system >` ::. :" j❑Complies Requirement will be met. [FI"25]?',_•: "-I fans not part of tested and listed ,; ,E]Does Not ; HVAC equipment meet efficacy a.. ❑Not Observable and air flow limits per Table s` R403.6.1. ,.` ` ;❑Nat Applicable ; 403.21,-,..".. Hot water boilers supplying heat ❑Complies :Requirement will be met. tF126]2" d through one-or two-pipe heating 's ❑Does Not ;systems have outdoor setback Econtrol to lower boiler water ❑Not Observable " {❑Not Applicable itemperature based on outdoor i.. itemperature. 403.511.1 " Heated water circulation systems ❑Complies Requirement will be met. [17I28]? •: ;!have a circulation pump.The ! _ ;" ❑Does Not system return pipe is a dedicated return pipe or a cold water supply," ❑Not Observable pipe. Gravity and thermos- '❑Not Applicable jsyphon circulation systems are j not present. Controls for . j circulating hot water system pumps start the pump with signal !for hot water demand within the ! j occupancy. Controls 7 automatically turn off the pump $ ^ when water is in circulation loop ,:• is at set-point temperature and "=�no demand for hot water exists. � �.�..:• ;::.. 4015-J, ';2­1 Electric heat trace systems :; " : 3❑Complies ;Requirement will be met. [FI29]2 I comply with IEEE 515.1 or UL ❑Does Not 1515.Controls automatically ..:;'::,:. I adjust the energy input to the ; . . ❑Not Observable heat tracing to maintain the I, I:`. :": 1❑Not Applicable desired water temperature in the piping. 403.5`.2, .,; Demand recirculation water ; " ,;❑Complies ;Requirement will be met. [FI30]2,"j systems have controls that f; €. ❑Does Not manage operation of the pump ❑Not -..�and limit the temperature of the Observable E,,_; <. : ``. , ((water entering the cold water €,; : ❑Not Applicable pi ping to <= 1049F. ._ 403.5.4= Drain water heat recovery units i,;:,;` . ,' °" ''` : ❑Complies Requirement will be met. [FI31]2 ` . ;'jtested in accordance with CSA V°s< ❑Does Not B55.1. Potable water-side pressure loss of drain water heat ; ?#❑Not Observable recovery units < 3 psi for E ❑Nat Applicable individual units connected to one . i or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for a individual units connected to l , three or more showers. 404.1 190%or more of permanent }❑Complies ;Requirement will be met. [FI611 fixtures have high efficacy lamps.i �{❑Does Not r,�❑Not Observable I i .:" ;❑Not Applicable ; 404.1.1 ,;Fuel gas lighting systems have ❑Complies ;Requirement will be met. [F123]3 i no continuous pilot light. ❑Does Not #❑Not Observable }❑Not Applicable 401.3:' .`; Compliance certificate posted. _;':. ;❑Complies ;Requirement will be met. [FI7]?" I❑Does Not '❑Not Observable ,❑Not Applicable 1 High Impact(Tier 1) 2] Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Munisteri Residence Report date: 10/24/23 Data filename: Page 8 of. 9 Section Plans Verified Field.Verified # Final Inspection Provisions - Value Value Complies? Comments/Assumptions & Req.ID 303.3 Manufacturer manuals for ❑Complies I Requirement will be met. [FI18]3 mechanical and water heating i ❑Does Not systems have been provided. ❑Not Observable ( ❑Not Applicable Additional Comments/Assumptions: L 1 1 High Impact(Tier 1) 1,2 1 Medium impact(Tier 2) 1 3 1 Low Impact(Tier 3) Project Title: Munisteri Residence Report date: 10/24/23 Data filename: Page 9 of 9 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 26.00 Below-Grade Wall 0.00 Floor 21.00 Ceiling / Roof 21.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor -SHGC Window 0.28 0.30 Door CoolingHeating & - Heating System• Cooling System• Water Heater• Name: Date• Comments