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HomeMy WebLinkAbout52548-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 52548 Date: 12/12/2025 Permission is hereby granted to: Caroline T Buhler 50 Eastwood Dr Cutchogue, NY 11935 To: Construct additions and alterations to an existing single-family dwelling as applied for to include the reconfiguring of bedrooms, porch alteration and second story addition. Premises Located at: 50 Eastwood Dr, Cutchogue, NY 11935 SCTM# 110.-3-16 Pursuant to application dated 10/07/2025 and approved by the Building Inspector. To expire on 12/12/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition &Alteration $1,042.50 CO Single Family Dwelling-Addition /Alteration $100.00 Total $1,142.50 -0 L_ Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 huPs-Jlwww. oeitholdtor y . o Date Received APPLICATION FOR BUILDING PERMIT �, For Office Use Only 0 4+ PERMIT NO. Building Inspector: Applications and forrris rrtust be filled`out In their entirety Incomplete applications will not"fie accepted Where the llpphcarxt is no't fie owner,ark Owner's Au#4rorization form!Page 2),shall be completed Date:10/6/2025 OWNERS)OPPROPERTY: r Name:Lukasz Poduszczak SCTM # 1000-110-3-16 Project Address:50 Eastwood dr, Cutehogue, NY 11935 Phone#:631 .805.8082 Email:lUkepl279@gmail.com Mailing Address:116 Dover rd, Manhasset, NY 11030 77,77 CONTACT PERSON: , Name:Lukasz Poduszczak J�� Z I � q Mailing Address: 116 Dover Rd, Manhasset, NY 11030 Phone#:631.805.8082 Email:JUkep1279 @ gmall.com DESIGN'PROF.ESSIONAL INFO�tMATIO,N: " Name:Mark D. Geiselman Architect, PC Mailing Address:PO Box 871, Long Beach, NY 11561 Phone#:516.432.0918TEmail:mdgarchitects @ hotmail.com CQNTR' ACTOR INFORMATION: Name:NOLI Developlment Inc Mailing Add ress: 15 Metcale Ln,,East Northport, NY 11731 Phone#:516.776.2428 Email:luke@nolidevelopme,nt.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure 'RAddition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 150,000 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes I@No 1 PROPERTY INFORMATION Existing use of property: Personal Intended use of property: Personal Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes MNo IF YES, PROVIDE A COPY. ..... 8 Check Box After Reading: The owner/contractor/design professional is responsible for all dramage,artd storm water issues as provided by i �� Chapter f36 pf the, wn code APPLICATION IS HEREBY NIAr6E to the Building Department for the issuance of a Bifdding Permit pursuan#trs tha';Buwtdwng Zone ordinance of the Town of Southold;Suffolk,Countjr,Neiai York and other applicable Laws,Ofdinances or Regulations for the C<snstcuction of buildings, ',additions alteratwsins odor removal or demolition as herein desuibed The applicant agrees fo comply with all applicable laws,ordma ces,budrlm cdde; housmg,code and regulations wind to admit aethonied inspectors on premtsgs and in bi�ddwnglsi for necegsary inspections False statements.made herein are,. i� i punishable as a Class A misdemeanor pursuant to Section 210 t4S of ffie;New York State Pena(Law;' r `; Application Submitted By(pr e): Lukasz Podusnzak ❑Authorized Agent Bowner Signature of Applicant: Date: 1-3/7 12-5— STATE OF NEW YORK) SS: COUNTYOF r✓ASSR✓ ) 61l-OS2 � C2-9'k being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Y/A/E�- (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. Sworg before me this 2 .day of20j5: Notary Public 'MEJUIr,_ i hi< <i . Yoh; PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) 1, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 The offsets or dimensions shown from structures to the property lines are for a specific purpose and use,and therefore,are not intended to guide in the erection offences,walls,pools,patios,additions to buildings and any other construction.Subsurface conditions were not examined or considered as a part of this survey.Easements,Rights-of-Way of record,if any,are not shown.Property corner monuments were not placed as a part of this survey.Certifications on this survey signify that the survey was prepar accordance with the current existing Code of Practice for Land Surveys adopted by the New York State Association of Professional Land Surveyors,Inc.The certification is limited to persons for whom the survey is prepared,to the title company,to the governmen and to the lending institution listed on this survey.Said certifications indicated hereon are not transferable. +21.24 D +2 .24 I MIpWppp ROI � N 22.77 OH 25.Is +29.24 ryc MONUMENT .3 \ \ +31.15 / 26.89.. OH i- FOUND �O 76 WOODED +22.36 28.61 _ 7. 1 27.42 +27.0 - / 22.64 I -11.7 MON FOUND WELL +28. I HEAD �® 4W +28.9 CONCRETE - I W i2.1 I 29.24 29.07 28.83 28,54 II 2 +77.7 I W \ 4i I 29.3+ STOOP GF=29.34 55.8' 26.0 24.03 G \ GARAGE \ I Q M WALL7w 6 `t f �0.7'W Sat 37:9 I +29.5 3 0 2 +3 .6 "f i \ O c� I g I +2e.4 O \ FFdab 67 V 31. ¢ t �I \ 1 I ON Z o p 29.38 0 0 ; w N 5.7' +I 29.5 4.5 1 27,4 OD 6 Ig \ yl ' 25.04 +25.32 s, I 1+ - GV co z - 37.& \ I -{ Ed I c� N 35.2 - - 29.3 -. . -- -. 29.2 I { 29.2 \ Tw 41.4 d s 37.7 - .7 c+� \WOODED \ -. I / TW `7 MCNUMENT I MONUMENT 38.0 .2 FOUND I FOUND - ,- - - - R8.4 t 26.19 +26.69 FE VINYL 1•ENs WIRE FENCE VINYL FENCE 0FE 1 c LINE S 5742'00' W04 ON- 4S 160.00, \I I J MAP LOT 6 TAX LOT 15I I I }27.29 +27.65 NOTES LOT AREA= 22,836 SQUARE FEET, MORE OR LESS ELEVATIONS REFER TO NAVD, 1988. THE LOCATION OF SUBSURFACE UTILITIES & STRUCTURES ARE UNKNOWN AND NOT DEPICTED. THE ABSENCE OF SUBSURFACE UTILITIES & STRUCTURES FROM THIS SURVEY DOES NOT IMPLY OR SUGGEST NONE ARE PRESENT. CERTIFICATIONS ARE LIMITED TO "TITLE SURVEY" INFORMATION AND DATA ORDINARILY DEPICTED ON SURVEYS GENERALLY ACCEPTED BY TITLE INSURANCE COMPANIES & FINANCIAL INSTITUTIONS IN THE REGION. AS SUCH, PROPOSED INFORMATION, TOPOGRAPHIC DATA, ZONING DATA, PROPOSED FEATURES & STRUCTURES AND INFORMATION PROVIDED BY OTHERS, IS NOT CERTIFIED. Certified to: Title No.: Date RevlSton LUKASZ PODUSZCZAK OLD REPUBLIC NATIONAL TITLE INSURNACE COMPANY OMNI TITLE AGENCY 07/1 CMFICATION 06/09/025 1 CERTIFICATION Unauthorized alteration or addition to this survey is a violation of Section 7209,sub-division 2,New Tax Map: DISTRICT 1000 SECTINO 110 BLOCK 03 LOT 16 York State Education Law. -- N� L E Situate: CUTCHOGUE,TOWN OF SOUTHOLD County: SUFFOLK PIN # °0f NEW Map of: EASTWOOD ESTATES LAND SURVEYORS LLP Map Lot: 07 Map Block: File Date: NOVEMBER 16,1962 File No.: 3683 CAN 4 1 55 VETERANS HIGHWAY, SUITE 1 1 63 1 .648.9273 Scale: 1"= 30r RONKONKOMA, NEW YORK 1 1 779 WWW.PLSLI.COM Copies of this survey map not bearing the !and surveyor's embossed seal and signature shall not Date: APRIL 17,2025 Project No.: 250129 ® 2025 PINNACLE LAND SURVEYORS LLP be considered to be a true and valid copy I s o RS ZON I NO INFORMATIONLn THIS IS AN ARCHITECTS PLOT PLAN $ IS TOWN OF SOUTHOLD 4� � SUBJECT TO VERIFICATION BY A V LICENSED SURVEYOR. INFORMATION 51 1000-I10-5-16 u o OBTAIN FROM 5URVEY PREPARED BY: ZONE: R-40 REQUIRED EXISTING PROPOSED a = c.�PINNACLE LAND SURVEYORS LLP LOT AREA 40,000 5Q.FT. 22,556 5Q.FT. EXISTING f y� c� cn 5URVEY DATE: 4-17-2025 LOT WIDTH 150 FT. 151.65 FT. EXISTING LOT DEPTH 175 FT. 160 FT. EXISTING " + 21.24 FRONT YARD 50 FT. 55.8 FT. EXISTING •°"° I2ND. FRONT YARD 55 FT. 45.5 FT. EXISTING READ .24 REAR YARD 50 FT. 62 FT. EXISTING // �v SIDE YARD (MIN) 15 FT. 28.4 FT. EXISTING SIDE "^�, - wool) O D Q CNchoque,NY 11935 �7../ MID I BUILDING HEIGHT 55 FT. 18.18 FT. 26.17 FT. 41 + 26.83 � a �O LOT COVERAGE 20 % OH �-• 11.67 Y EXISTING / I 22.77 v OH F.A.R. 3,635 Si 2 655 51 5,071 SQ.FT. 00 • 24.83 - 1>1 25. 9 °fig' •- + 29.24 �� - �,... � 25.3 � \ EXIST. FIRST FLOOR 2,512 S.F. `� `�r � u N / __- �g-� OH f • ! MONUMENT ` EXIST. FRONT COVERED PORCH (125 5.F. - 67 5.F. FOR I5T. FL. ADDITION) 58 S.F. Q U + 31.15 / 0 � r- FOUND 4 � � �+, �t- 7 71 • 3 6.76 WOODED DEMO REAR ENCLOSED PORCH ((216 5.F.)) � � � � °^ °^ `''' � 7 7 wl 0�+ 27.42 + 27.0 22.84 + 22.36 y 28.61 �`� .�.• EXIST. 2ND. FRONT STOOP ((12 S.F.)) 4� Ln PROF. FIRST 30.90 _ -- -' -�''` �-- �+ I � I ROP. SECOND FLOOR �OOR ADDITION 642 S.F. 28.6 P ' -`� / N YWELL I " •+� �• O. FOUND DR 'W 0 \ J ° DR5'0 I LOCATION MAI`''., 29.7 MONUMENT Eo A WELL � -{-- 2g'I x 1 FT. Rc \ HEAD a \ OO /L-- ' SCALE: N.T.S. o.cEIF:lr W + 28.9 CONCRETE DR INAG CAI-OULATIONS: D¢ DRIVEWAY 34.83 IROOF AREA: 2,c(03 SF. TEST HOLEMcONALD GEOSEES DATE: 8-21-2025 1 N �- 29.24, 23.07_ 128.8 �.54 (p I DESIGN CRITERIA: RETNFARCED PRECAST CAMP FOUNDRY COVER 1009 - --" co 2.1 I 2 RAINFALL: O.I6-1 QY/MN£Y(AS R£IX/lR£DJ (OR GRATE AS REQUIRED) N '",r-/ \ / O w O' OF BRICK 0 ROOF: 1.0 2035t y0 -I- 27 7 BROWN SANDY LOAM OL REINFORCED r I 29.3-{ R/O 33.2' / r- -241 > 2,905 x 0.16-1 x 1.0 = 454.&0 OF OF STORAGE REQUIRED - 0.5' RMSWD LWADE CONCRE7E SLAB OF NEVv \ I GF=29.34 55.8 484.80 OF /42.24 OF = 11.47 FT NO7 STOOP 26.0 24.03 BROWN 51LTY SAND 5M Y. REO �"Paots ING C AND rHDna L�sr cn°Ns As co GARAGE I I,L CAPACITY PRO�IIDED: DRYWELL 8'� x 12 FT EFFECTIVE DEPTH (506.88 GF.) tr .; .! R£ou1R£a uvczuaNc Cai FaonN24 R£iNFaR120 CONCRETE SLAB AND MANHOLE COVER rB3 04 4"(P VG 5DR 55 I _ _ (i!H£N BASYN/S SET It7 F7N/SHED GRADE) a �- 3 O 2 MINIMUM OT/0'B£TM£EN POOLS L) r WALL I c r Y DRAINAGE PIPE & - - - - - - FlLTER A L_ _ c 0.7 W O J LL POOLS UNDER PAVEMENT>n HAVE SURFACE O �p o rn Q „ I _ _ _ _ _ _ FABRIC ACCES•£ _ 0 I 9 @ 1/4 PITCH (TYP.) m I _ _ _ _ _ _ . " � � 7 a O -�- 2g• Q a h • _ ALL AC ER tEALYnNG POOLS>a NAVE PoS/ntiE j C ^' 0 5 7' N ` Y s• SURFACE ACLLSS . C x } o E -} 3 .6 M / mitt rj O I O 2 i PRECAST STORM DRAIN RnVGS 5 ANY DRAINAGE STRUCXM3 INSTALLED IN1N/N R.O.W. SHALL „i p z ' O O R Q• 2 p m®®®®®m IM 3'MlN BE TO E MAX.AND SHALL AVOWPORA TE FOO"i RING U� En m C ^ L ,r 62.0' '^ ' V I O COLLAR TD BE R v �• GRAVEL O4 2 6. FILTER FABRIC RElX//R£D Z QLl I- \ p g' w _ Q -}- 28.4 PALE BROWN FINE SAND 5P °®®®®®®mm � v d Z O O, m m®GS®®®m® CRU-"'o SMV-' Q E 4- � (9) O J PROP. °°° MIN. I IA B L O m w W FF= 2'M/N ABOVE CQNORE7E FOOTiNC T z V per,to � L \ I 0= �yj. t-IST. FLOOR I .I z Z•• J N NOJ ? 31.67 [rGROUNDWATER B;10'O4 I?'DNA L. m I- 0 a "� I L)a `� 29.38ADDITION \ • O ¢ E Z 3 Z �� SEE SIRUCIURE SCH 0 W i I w p 1 ( N - 11 O' /- BRAN S MATERNAL AI Bf J I I GYEAN SAAD AND GRAVEL PROP. INTERIO -} 34.5 \ ALTERATIONS Iy�� 27.4 VI 25.04 +• 25.32 REMOVE ALL CLAY AS REOLIIR£D ALONG BLnLD/NC • \ AS REQUIRED } W n Q= F- O N '-} 29.5 \ I ` NO WATER ENCOUNTERED I M I PROF. N �d�� 5 O R Q. p UNDERL HNG SAND AND GRAVEL STRATA W L F W O O J Q 0 WALL 2ND. FLOOR �I/� Z0.8'W B 36.5 I ADDITION I LEACH I `�V POOL t O 2 w w \ I FQQOw Ld I I L + 29.1 w�a�Qz� n� p MTOZ =��� 3� tu 03 29.3 2912 \ I I Oz�I ��wFQ� ¢ N YN 35.2 0.6 + I N.T.S. o ==�po�0o U �zw / '001= R : 2,�03 5F. v= Q=N�nril��' _ o U)) \ LOCATION OF EXIST. W J w Q=z o W v o„o 29.2 d N.T.S. oaW=z�Qwon' 00 SANITARY SYSTEM I n Q d =Z Q 0 Q� w� w O ( �wwnz>On4w BW 37.7BW 38.7 �� \WOODED \` / z TW 38.7 lU BW 38.0 �� � "� MONUMENT o n n N I w + 1.8 FOUND I QN°� o� ozwo MONUMENT 38.0 4.2 �a Oww O� FOUND 26.19 } 26.69 w_w w FE VINYL FENCE WIRE FENCE VINYL FENCE FE 8 4 U V U§°=w w N N �<< (�I ON- � » 0.4'S � 0.2'S LINE W FwownmW~�� }- �j 0.9'E S 5T42 00 W 60.00 I I 0,0"0)�'In W o z m I aQ= TAX LOT 15 I � '0 IT) <�� MAP LOT 6 Q t_ wwOQwQzQLI I I <z p FHQizNOLI�Ov ' I 27.29 + 27.65 PLOT PLAN SCALE: 1" = 20'-0" O z f-- } m 45 -El --__ - ----- _ ° - _- - __ - I AVR; o - Q z AV5.. ,� I 1� O I EL. 55.11' C 1-T -F_r ° fI EL. 55.�i6 O O U © AVR. O O AVR. O W z ffoiffl� I EL. 27.56' O EL. 26.78' 0 z L - I- 28.4' -I 45.5' I 55.8' 62.0' ~ t O z Q � 0 OL SKY I� ANE P I A RAM: EAS ES F Q 0 o Lu SI�.Y PLANE D I AC fi�AM SOUTH TO NORTH ELEVATI Oil L T TO NEST �L ��TI Oil SCALE: 1/16" = 1'-0" SCALE: I/16" = 1'-0" O z O Ll w N >s z0 d z O p � p i GENERAL CONDITIONS FIREPLACE ASPHALT ROOF SHINGLES ADDITION/ALTERATION GOMPLIANGE U UNLESS OTHERWISE NOTED, OENERAL FIREPLACES AND GHIMNEYS SHALL BE INSTALLED AS PER SECTION Rg05.2 OF STATEMENT CONDITIONS OF OWNER CONTRACTOR DESIONED AND CONSTRUCTED AS PER THE RESIDENTIAL CODE OF N.Y.S. ALL AGREEMENT - SMALL PROJEGTS EDITION, CHAPTER 10 OF THE 2020 RESIDENTIAL SLOPED ROOF SHINGLES SHALL BE THE EXISTING PLUMBING SYSTEM, IS V AIA DOCUMEN7-A105-20I7 SHALL APPLY. CODE OF NY5. FIREPLACE OPENING AND OAF-GLASS-A ASPHALT ROOF SHINGLES GAPABLE OF HANDLING THE IMPOSED THE CONTRACTOR SHALL OBTAIN FLUE SIZE TO BE AS INDICATED ON OR APPROVED EQUAL. 5HINOLES SHALL LOADS OF THE PROPOSED ADDITIONS) / '-' >-+ . CERTIFICATE OF OCCUPANCY. DRAWINGS. PROVIDE OUTSIDE BE APPLIED OVER 15# ASPHALT FELT ALTERATIONS). 'T NS SHOULD NOT BE MADE GOMBUSTION AIR WITH A DAMPER EACH WITH OAF-WEATHER-WATCH ICE AND L)4-4 cn SUB5T1T U 10 WITHOUT WRITTEN A'JTHOP.IZATION BY THE SIDE FOR A TOTAL RECOVERY GAPAGITY WATER BARRIER APPLIES AT EAVES, THE EXISTING ELEGTRIGAL 5Y57EM TO BE ARGH'TEGT. THE PREMISES SHALL BE OF 150 GFM MIN. TIGHT FITTING DAMPER VALLEYS AND FLASHING. ROOFING U=ORADED TO HANDLE THE IMPOSED LOADS KEPT REASONABLY GLEAN AT ALL TIMES. OR OLA55 DOORS AS PER SECTION CONTRACTOR TO PROVIDE ALL FLASHING OF THE PROPOSED ADD7I0N(5) / U AT THE COMPLETION OF WORK, THE Nl102.4.2 OF THE 2020 RESIDENTIAL NECESSARY FOR A WATERTIGHT, ALTERATION(S). 1-4a� bio CONTRACTOR SHALL REMOVE ALL WASTE CODE OF NYS. FIREBOX TO BE WEATHERPROOF JOB. ROO71\15 15 TO BE MATERIALS, TOOLS, RUBBISH, ETC., GLEAN GOMPLETELY LINED WITH FIREBRICK. APPLIED IN STRICT ACCORDANCE WITH THE EXISTING HEATING 5YSTEM t5 CAPABLE OLASS AND LEAVE WOR< BROOM GLEAN PROVIDE MIN. 811 FIREPLAGE WALL THE MANUFACTURES SPECIFICATIONS. OF HANDLING THE IMPOSED LOADS OF THE 4 UNLESS OTHERWISE SPEG FIEF,). THE THICKNESS WITH 2" NON COMBUSTIBLE CONTRACTOR SHALL SUPPLY COLOR PROPOSED ADDITIONS) / ALTERATIOWS). rr �� a CONTRACTOR SHALL GAFRRY WORKMAN'S FIRESTOPINO BETWEEN COMBUSTIBLE SAMPLES OF THE SHINGLES FOR OWNER'S GOMPENSATION AND GENERAL LIABILITY WOOD FRAN!E CONSTRUCTION. APPROVAL, PRIOR TO INSTALLATION. THE EXISTING STRUCTURAL 5Y57EM TO BE 00 ti INSURANCE. ALL SHALL GOMPLY WITH UPGRADED TO HANDLE THE IMPOSED LOADS 00 STATE AND LOCAL GODE:S AND FOUNDATION WATERPROOFING INSULATION OF THE PROPOSED ADDITION(5) / o ORDINANCES. THE GONTRAGTOR SHOULD INSTALL TWO LAYER5 OF TROWELED ON ALL EXTERIOR WALLS AND ROOFS SHALL AL7ERA7ION(5). FULLY GUARANTEE HIS WORK AND THE FIBERGLASS MASTIC. (FED. SPEC. 5.5.G. BE INSULATED WITH FOIL FADED WORK OF H15 SUBGONTRAGTORS FOR A 155 TYPE-1) MEMBRANE TO BE GONTIN'JOUS FIBREGLASS GATT INSULATION BY JOHN PERIOD OF ONE YEAR AFTER FROM TOP OF FOUNDATION AND EXTEND MANVILLE OR APPROVED EQUAL, FOIL TO -J Ln COMPLETION OF THE PROJECT UNLESS TO LAP EDGE OF FOOTIN5. BE PLACED TOWARD WARM SIDE. p .� OTHERWISE 5PEGIFIED. A_L WORK SHALL PROVIDE 1/2'' RIGID FOAM INSULATION ON t-4 °� BE PERFORMED IN ACCORDANCE WITH FRAMING AND ROUGH CARPENTRY ALL EXTERIOR FOUNDATION WALLS FROM GOOD BUILDING PRACTICES. THE JOIST5 RAFTERS AND STUDS SHALL BE FOOTING TO 61'5ELOW FINISHED GRADE CONTRACTOR SHALL INDEMNIFY AND GON57RUGTION GRADE DOUOLAS FIR 1100 UNLESS OTHERWISE SPECIFIED. CAR,-- HOLD HARMLESS THE OWNER, ARGHITEGT, PSI. ALL WOOD SILLS AND WOOD IN SHOULD BE TAKEN NOT TO DAMAGE GYRED ARC AND THEIR AOENTS AND EMPLOYEES GONTAGT WITH MASONRY SHALL BE AGO FOUNDATION WATERPROOFINO. �N5 �p.cEigF� FROM AND AOAIN57 ALL GLAIM5, TREATED. ALL METAL FASTENERS IN DAMAOES, LOSES AND EXPENSES, CONTACT WITH AGO TREATED LUMBER TO WOOD FLOORINO NGLUDINO ATTORNEYS FEES ARISING OUT BE DOUBLE HOT DIPPED GALVANIZED, WOOD FLOORING TO BE 2 1/4" WIDE BY OF OR RESULTING FROM THE 5 I, � STAINLESS STEEL OR A5 5PEGIFIED BY 3/4" THICK TONGUE AND GROOVE SELECT * *` PERFORMANCE OF THE WORK PROVIDED MANUFACTURER. TERMITE SHIELDS AT RED OAK STRIPS MINIMJM 2' IN LENGTH. THAT ANY SUCH CLAIM, DAMAGE, LOSS SILL TO BE COPPER OR OTHER FLOORINO SHALL BE INSTALLED OVER OR EXPENSE (A) 15 ATTRIBUTABLE TO APPROVED NON GORROSIVE MATERIAL. GONSTRUGTION WEIGHT GRAFT PAPER. ��F 020351 �O - BODILY INJY UR , SIGKNE55, DISEASE OR ALL EXTERIOR SHEATH:NO SHALL BEY2 BOARDS D " ALL OARS TO 5E 5LIN NAILED KITH ��� ��O�. MINIMUM WIDTH OF CONCRETE � �_� �4O� .LI .� : PRESUMPTIVE LOAD-BEARIN6o OFN�� DEATH OR TO INJURY TO OR GDX DOUGLAS FIR PLYWOOD. 2 BAR..."D FASTENERS. ALL JOINTS TO DE57R'JGTION OF TANGIBLE PROPERTY SUB-FLOORS TO BE 3/4'' GDX PLYWOOD BE TIGHT WITH BOARD EDOE5 FREE OF OR MASONRY FOOTING'S (IN.) VALUES OF FOUNDATION MATERIALS o (OTHER THAN THE WORK ITSELF INGLUDING EXTERIOR SHEATHING TO BE COVERED DEFORMITIES. ALLOW FOR PERIMITER LOAD BEARINO VALUE OF SOIL (FSF) r LOAD BEARINO THE LOSS OR USE RESUL"-INO WITH "TYVEK" HOUSE WRAP OR EXPANSION AS RECOMMENDED BY WOOD ,500 2,000 3,000 4,000 GLA55 OF MATERIAL '6 o N m m THEREFROM). (5) IS CAUSED IN WHOLE OR APPROVED EQUAL. BLOCK STUD WALL5 FLOOR MANUFACTURER. PREPARATION PRESSURE (PST) ^ , IN PART BY ANY NEGLIGENT ACT OR AT 1/2 STORY HEIOHTS AND AT ALL AND FINISHING: CONVENTIONAL LIGHT FRAM` CONSTRUCTION c X > E N OMISSION OF THE CONTRACTOR, ANY UNSUPPORTED =DOES OF PLYWOOD. ALL PLANK FLOORING TO BE SANDED -STORY 18X6 4X6 12X6 12X6 CRYSTALLINE BEDROCK 12,000 to •� m z d O SUBGONTRAGTOR, ANYONE DIREGTLY OR PROVIDE SOLID BLOCKINO AND THREE TIMES; ONE GOURS= GUT, ONE 2-STORY 22X6 16X6 12X6 12X6 S=DIMENTARY AND FOLIATED ROGK 4,000 Z o '0 ' ' # INDIRECTLY EMPLOYED BY ANY OF THEM, DIAOONAL BRAGINO OF FLOOR JOISTS MEDIUM GUT, AND ONE FINE GUT. ALL 3-STORY 25X8 IBX6 3X6 12X6 SANDY GRAVEL AND/OR GRAVEL (OW 8 OP) 5,000 e o 0 v o y OR ANYONE FOR WHOSE ACTS ANY OF AT 8' O.G. MAXIMUM AND SOLID SANDINO TO BE UNIFORM, SWIRLS AND - SAND, SILTY SAND, CLAY=Y SAND, SILTY GRAVEL O +D m _ -I 4-INGH BRIGK VENEER OVER LIOHT FRAM_ THEM MAY BE LIABLE RE5ARDLESS OF BLOGKINO UNDER ALL UNSUPPORT=D GROSS-MARKS ARE UNAGGEPTABLE. TWO AND CLAYEY GRAVEL SW, SF, 5M, SG, GM, SSG) 2,000 WHETHER OR NOT IT 15 CAUSED IN PART EDOE5 OF PLYWOOD. ALL GAP PLATES GOATS OF STAIN, APPROVED BY THE -STORY 21X6 5X6 2X6 12X6 ( z L at a BY A PARTY INDEMNIFIED HEREUNDER. TO BE DOUBLED AND NAILED BOTTOM ARGHITEGT AND/OR OWNER SHALL BE 2-57ORY 26X8 2OX6 3X6 12X6 GLAY, SANDY GLAY, SILTY GLAY, GLAYEY SILT, 1,500b ¢ a Z ALL MATERIALS, ASSEMBLIES, AND GAP PLATED TO END OF STUDS. LAP GAP APPLIED IN A UNIFORM MANNER.FLOORINO 3-STORY 52XII 24X7 16X6 12X6 SILT, a SANDY SILT (GL, ML, MH, � GH) Ui METHOD OF CONSTRUCTION INGLUDING PLATES AT CORNERS. TOE NAIL JO!S75 SHALL BE SEALED WITH TWO GOAT S OF 8" SOLID OR FULLY OROUT=D MASONRY NON-YELLOWING POLYURETHANE AS a. WHEN SOIL 7E57 ARE REQUIRED BY SECTION R401.4, THE ALLOWABLE BEARING BUT NOT LIMITED TO FORM-WORK TO GAP OR BEAM WITH . WHERE FLUSH o °w -STORY 25X8 X6 3X6 12X6 CAPACITIES OF THE SOIL SHALL BE PART OF THE RECOMMENDATIONS. BLOCK-WORK, FRAMIN5, NAILING, FRAMINO OGGURS, USE MIN. 160A SHEET MANUFAGTJR=D BY MGKLU5KY'5 ° °X Z PLACING OF GONGRET=, :ETC. ARE TO BE METAL JOISTS HAN5ER5 BY "51M HEIRLOOM SERIES, EGGSH=LL FINISH OR PSON' 2-STORY 35Xl2 26X8 17X6 I5X6 b. WHERE THE BUILDING OFFICIAL DETERMINE5 THAT IN-PLACE SOILS WITH AN w w o p 3_STORY 45X17 33X1I 22X6 16X6 ALLOWABLE BEARING GAPAGITY OF LE55 THAN 1,500 1 ARE LIKELY TO BE Q oY w GAREFULLY SUPERVISED BY THE OR APPROVED EQUAL. ALL CORNERS TO APPROVED EQUAL. PRE5EN7 AT THE SITE, THE ALLOWABLE BEARING GAPAGITY SHALL BE w u ~m p =o CONTRACTOR TO BE SURE THEY ARE IN BE MINIMUM 3/2X4 STUDS. HEADERS DETERMINED BY A SOILS INVESTIGATION. THESE CONSTRUCTION DOGUMENT5 ARE °o Q~ °� ACCORDANCE WITH THE DRAWIN55, SHALL BE MINIMUM 2/2X6 UNLESS NOTED PAINTINO AND STAINING IN COMPLIANCE WITH THE 2020o=° m SPECIFICATIONS, APPLIGABLE GODES ON PLANS. MINIMUM BEARING FOR STUDS, THE FOLLOWING 15 INCLUDED FOR THE 2020 E.G.G.G.O.N.Y.S. 4 201& W.F.G.M. o FFz , n AND GOOD PRAGTIGE. DEVIATIONS FROM JOISTS AND BEAMS SHALL BE 3". USE CONVENIENCE OF THE PAINTING � �J�� ���� MINIMUM 5PEGIFIED COMPRESSIVE STRENGHT OF CONCRETE ��w W o u°p W THE DRAWINGS AND SPEc:IFIGAT!ONS WILL DOUBLE JAGK STUDS FOR HEADERS GONTRACTORS AND ONLY AS AN ~ NOT BE PERMITTED WITHOUT WRITTEN NDIGATION OT THE TYPES OF PAINTS <zE z tu v OVER FIVE FEET IN LENGTH. Min. specified compressive streneht° (fc) W; _�,00wo AUTHORIZATION OF THE ARCHITECT. THE REOUIR=D FOR VARIOUS SURFACES. IT 15 b ENERGY COMPLIANCE STATEMENT: Y~ CONTRACTOR SHALL BE RESPONSIBLE r- THE INTENT OF THESE SPECIFICATIONS TO Wea.her Potential TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL p v w 1!] o-Q W o°n* v PLUMBI N Neo ble Moderate Severe °e-'~Q w I-=Z Q o FOR THE SHOP DRAWINGS WHIGH MAY BE CONTRACTOR SHALL INSTALL WATER PROVIDE A GOMPLETE FINISH. ALL g JUDGEMENT, THR5E PLANS AND/OR SPECIFICATIONS ARE IN Q ° In°a o NEEDED. ALL DIMENSIONS AND SUPPLY AND SANITARY SYSTEM AS PAINTED SURFAGE5 MUST BE FULLY Bosement walls, founations and other concrete not expos--d to the weather 2,500 2,500 2,500 C COMPLIANCE WITH THE 2018 I.E.C.C. # 2020 N.Y.S.E.C.C. Z al o z>u o o=°m GONDITIONS ARE TO BE FIELD VERIFIED. ND GATED AND SHALL B= DESIGN=D AND GOVERED IN A UNIFORM MANNER TO BE Basement slabs and interior slabs on rode, exce t ora e floor slobs 2,500 2,500 2,500 °R:3ryXW°<N6w CONTRACTOR TO REMOVE & RELOCATE CONSTRUCTED AS PER GHAPTERS 24-55 AGGEPTABLE. Basement wal Is, founations wol Is, exterior wal Is and other vertical concrete d d )°°-p� o Z u° AS REOU'RED ALL EXIS71NO WORK WHIGH OF THE 2020 RESIDENTIAL GODE OF NYS INTERIOR WOOD S'JRFAGES-APPLY TO work exposed to the weather 2,500 3,000 3,000 z 0°�°v p I 0 L I OHTLY SANDED SURFACES WALLS, ; INTERFERES WITH NEW CONSTRUCTION. FOR RENOVATIONS. PROVID= HOT AND d,e,f a,e,f w o 5 W=o L E°a-Porches, car ort slabs and Ste sex osed to the weather, and arc e floor slabs 2,500 DOORS, FRAMES, TRIM AND BASES, ONE 3,000 .,500 w w a= w-N w GOLD SHUT-OFF VALVES AT ALL � �,.,,-,�°m�- =w SITE WORK FIXTURES. ALL WATER PIPING TO HAVE GOAT WOOD FILLET: OR STAIN AND TWO N v��O p Q d v- 3 a. Strenght in 2,5 days psi z w N w s z STAKEOUT IS TO BE PERFORMED BY A CLEANOUTS AT ALL CHANGES OF GOATS MGKLUSKY'S EGGSHELL FINISH Q�; z o NON-YELLOWIN POL . URETHANE. b. see table R301.2(I) for weathering potential _ w= _ =o LIGENSED 5URVEYOR. STAKINO AND DIRECTION AND AT BASE OF VERTICAL c. Concrete in these locations that may be subject to freezing and thawing during construction shall be air-entrained concrete in accordance with footnote d Ill 7 d z� LAYOUT ARE TO ESTABL 5H ALL LINES WASTES. USE 41' CAST IRON THROUGH OYPSUM BOARD- MINIMJM ONE GOAT d. Concrete shall be air-entrained. Total air content (percent bu volume of concrete) shall 'be not less than 5 percent or more than 7 percent Q W o u Q z Q w AND BENCHMARKS. VERIFY ALL OiVEN FOUNDATION WALL PITCHED M!N. I/8" PER PRIMER AND TWO GOATS FLAT PAINT. e. See Section R402.2 for maximum cementitious materials content F Q a o o DATA ON DRAWINOS. IN CASE OF FOOT. TRAP/WASTE SIZES FOR FIXTURES EXTERIOR WOOD SURFACES- TWO GOATS f. For garage floors with a steel troweled finish, reduction of the total air content (percent, by volume of concrete) to not less than 5 percent is permitted DISGREPANGY, REGEIVE CLARIFICATION SHALL BE AS FOLLOWS: EXTERIOR GRADE STAIN. if the specified compressive strenght of the concrete is increased to not less than 4,000 psi FROM ARGHITEGT PRIOR TO PROCEEDING. EXTERIOR EXPOSED METAL- MINIMUM ONE EXCAVATE AND BAGK FILL FOR WORK DISH WASHER I Y '' GOAT ZING GHROMATE AND TWO GOATS INDICATED ON DRAWINOS. STOGKPILE KITCHEN SINK Y2'' EXTERIOR ENAMEL. LAVATORY Y4 NOTE: TOPSOIL OBTAINED FROM STRIPPING ALL MATERIAL SHALL BE OF BEST SHOWER 2" PROVIDE WOOD STRUCTURAL PANELS WITH A THICKNESS OF 7/16" AND A MAXIMUM ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS AS PER DRIV=WAY AND BUILDING SITE. GQUAGITY PITTSB 075, PRATT LAMBERT, SPAN OF 8'-O" FOR OPENING PROTECTION IN ONE AND TWO STORY FRAMED BUILDINGS. PANELS TOILET MATCH FIXTURE OUTLET � TABLE R301.7 OF: THE 2020 RESIDENTIAL GORE OF NEW YORK 5TOGKPILE ALL EXCAVATED MATERIAL. DUTCH BOY. GABOTS, MGKLU.KYS, OR TO BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE. ATTACHMENT ALL SYSTEMS TO HAVE ONE 3 MAIN NEW AND EX1571NO BAGK. FILL MATERIAL VENT 57AGK INGREA5ED TO 4" THROUGH APPROVED EQUAL. CONTRACTOR IS TO HARDWARE TO BE IN COMPLIANCE WITH TABLE R301.2.1.2 OF THE NEW YORK STATE BUILDING ALLOWABLE AND TOPSOIL ARE TO BE: FREE OF PROVIDE SAMPLES OF ALL PAINTS AND STRUCTURAL M_MBER THE ROOF. PROVIDE FROSTPROOF DEFLECTION WEEDS, TREE ROOTS, ROCKS AND H05E-5I55 AS INDICATED ON PLANS WITH STAINS FOR ARCHITECT'S AND/OR GORE. (SEE BELOW) D=BRIG. ALL SURPLUS MATERIAL THAT IS OWNERS APPROVAL. RAFTERS HAVING SLOPES GREATER THAN 5/12 L/180 MINIMUM DESIGN DEAD LOADS* As PER EASILY AGG=SSIBLE DRAIN-GOGKS. THE UNSUITABLE FOR BAGK FILL MATERIAL WITH NO FINISHED GEILINO ATTACHED TO TABLE C3-1 ASGE 7-16 WATER SUPPLY AND 5EWASE DISPOSAL 7A5L �O .� . .2 : WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE RAFTERS SHALL BE REMOVED FROM THE SITE. GYPSUM WALL BOARD �l.l 5YSTEM SHALL COMPLY WITH THE LOAD PROT=GT ALL TREES WITHIN EIGHT FEET APPLIGABLE COUNTY DEPARTMENT OF INSTALLED A5 PER SECTION R-102.3.2. FOR WOOD STRJGTUR�L PANELS NTERIOR WAL LS AND PARTITIONS H/180 COMPONENT O OF THE BUILDINO. PROPER APPROVALS THROUGHR702.3.6 OF THE RESIDENTIAL ,_ � (osf) z HEALTH STANDARDS AND R=SULATI0N5. FASTENER S� AGING FLOORS AND PLASTERED GEILIN,�S L/360 MUST BE OBTAINED BEFORE GOVERINO CODE OF N.Y.S. GYPSUM WALLBOARD ALL E I L I NOS APPROVAL OF ALL PLUMBIN.,� MUST BE � r- ALL OTHER STRUCTURAL MEMBERS L/240 ANY EXCAVATED WORK. OBTAINED FROM APPROPRIATE LOCAL APPLICATION SHALL BE TAPE JOINT FAST:NER TYPE 4 FOOT 6 FOOT GYPSUM BOARD (1/2-in.) 2.2 AUTHORITIES PRIOR TO GONGEALMENT. SYSTEM. ALL OYP5UM BOARD TO BE 1/2'' PANEL SPAN < PANEL SPAN < PANEL SPAN EXTERIOR WALLS WITH PLASTER OR 5T000O FINISH H/560 CONCRETE BLOCK ON WALLS AND 1/2'' ON GEILINGS UNLESS < < GYPSUM BOARD (5/8-inJ 2.75 PRIOR TO ORDERINO, CONTRACTOR _4 FOOT (� FOOT < 8 FOOT EXTERIOR WALLS - WIND LOAD5a WITH OTHER H/240 0 DUR-O-WAL REINFORCING EVER T H J-BEADS. NAIL DIMPLES, GORNER5 AND 8 WOO® SCREW BASED I� 161, IO" all EXTERIOR WALLS - WIND LOADS WITH FLEXIBLE H/120 CHANNEL SYSTEM 2.0 ALL CONCRETE B OGK S TO HAVE OTHERWISE INDIGATED. FINISH JOINTS, BRITTLE FINISHES SUSPENDED STEEL i � SHALL SUPPLY GUTS OF FIXTURES FOR � OWNERS APPROVAL. IN THE EVENT THAT G o V E R I N G 5, ROOF, AND WAL L THIRD COURSE. FILL TOP COURSE SOLID. THE OWNER CHANGES, THE GON-RAG 7 OR EDOE5 SHALL BE TAPED AND RECEIVE ANCHOR W/ 2 EMIBEDMEN FINISHES ASPHALT SHINGLES MORTAR MIX TO BE ONE PART PORTLAN SHALL CREDIT THE OWNER FOR THE FULL D THREE GOATS OF JOINT COMPOUND. 2.0 ? #10 WOOD SCREW BASED tiKy CEMENT, ONE PART LIME PUTTY, AND SIX 5UBGONTRAGTOR5 COST FOR THE ALLOW 24 HOURS TO DRY BETWEEN 16" 12'I p LINTELS SUPPORTING MASONRY VENEER WALLS L/600 GYPSUM SHEATHING, 1/2-in, 2.0 FAR75 SAND, OR ONE PART MASONRY CHANGED UNIT. GOATS. FINAL GOAT TO BE SANDED ANCHOR W/ 21' EMBEDMENT NOTE: L=SPAN LENGTH, H=SPAN HEIGHT PLYWOOD (per I/8-in.) 0.8 CEMENT AND THREE PARTS SAND. SMOOTH. METAL CORNER BEAD TO BE /41' LAG SCREW BASED a. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.-7RIGID INSULATION, 1/2-in. 0.75 HVAC USED ON ALL OUTSIDE CORNERS AND �� I6" 6" I61' TIMES THE COMPONENT AND CLADDING LOADS FOR THE CONCRETE SYSTEM TO BE DESIGNED BY OTHERS AS AROUND ALL OPENINGS. ANCHOR W/ 2 EMBEDMENT PURPOSES OF THE DETERMINING DEFLECTION LIMITS HEREIN SINGLE-PLY SHEET WATERPROOFING MEMBRANE 0.7 NO CONCRETE OR MASONRY WORK SHALL PER GHAPTERS II-21 OF THE 2020 BITUMINOUS, SMOOTH SURFACE BE DONE DURING 7EMPEF:ATURES OF 40 ELECTRICAL 1.5 RESIDENTIAL CODE OF NYS. PROVIDE WATERPROOFING MEMBRANE DEOREES F. AND FALLIN5. NO CONCRETE PROPER SUPPLY TO ALL ROOMS ALL WORK SHALL GOMPLY WITH THE TABLE 301.20U CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA SHALL BE PLACED ON FROZEN SURFACES. NATIONAL ELECTRICAL CODE AND ALL FLOORS AND FLOOR FINISHES N I S H E S CONFORM WITH ALL STATE AND LOCAL LU In NO ADDITIVES SHALL BE ALLOWED STATE, LOCAL, AND UTILITY GOMPANY �)CODES. WIND DESIGN 5UBJEGT TO DAMAGE FROM GERAMIG OR QUARRY TILE (5/4-in,) �' WITHOUT WRITTEN PERMISSION OF THE CODES AND RESJLATIONS. ALL CIRCUITS ON 1/2-in. MORTAR BED ARGHITE 16.0 � � n, - GT ALL CONCRETE 5 TO BE MIN. GLASS I WINDOWS AND DOORS SHALL BE MINIMUM 15 AMP. POWER WIRING ON 5,000 P.S.I. AT 2,5 DAYS � 3500 PSI SHALL BE MINIMUM 14 AWO. CONVENIENCE HARDWOOD FLOORING, 7/7-in. 40 TO BE INSTALLED A5 PER THE 2020 GROUND Special Wind-born SEISMIC WINTER ICE AIR MEAN . �-- N Q \ FOR GARAGE SLAB, POUR=D STEPS AND RESIDENTIAL GORE OF NYS. ALL GLASS OUTLETS SHALL BE LOCATED I2" ABOVE SNOW Speed Topoaraphic wind debr;s DESIGN Weathering Frost line DESIGN BARRIER FLOOD FREEZING ANNUAL LINOLEUM OR ASPHALT TILE, 1//--in. 1.0 Z T- GONGRETE SLABS ON OP.ADE. PROVIDE IS TO BE INSULATED LOW-E UNLESS FINISHED FLOOR UNLESS OTHERWISE LOAD (mph) effects re ion zone CATEGORY depth Termite TEMP REQUIRED HAZARDS INDEX TEMP - v Q z p p SUBFLOORING, 5/4-in. 5.0 ALL SLEEVES AND FOUNDATION VENTS AS �,- INDICATED. ALL SWITCHED TO BE f OTHERWI�_ SPECIFIED. GLASS REQUIRED BY NY5 GORE. UNLESS 5UBGONTRAGTOR SHALL NOT INSTALL LOCATED 36" ABOVE THE FINISHED I MILE FLOORS, WOOD JOIST (no plaster) 12-in. 16-in. O lu INDIGAT=D, ALL FOUNDATION F0071NOS GLASS UNTILL PROPER CLEARANCES ARE FLOOR UNLESS OTHERWISE INDIGATED. FROM J015T SIZES (in) G.G. O.G. 30 507 3 FT MOD TO SEE z ARE TO B= A MIN. 8" DE=P PROJECTING SUPPLY R=GOMM=ND=D LAMPS IN ALL NO NO COAST B SEVERE YES NA Sgg 51° F PROVID=D. ALL SLIDING GLASS DOORS, -' 20 VULT BFG HEAVY BELOW 2x6 6 5 6" ON EACH SIDE OF THE FOUNDATION 5KYL15HTS AND/OR WINDOWS AS FIXTURES. EXTERIOR STAIRWAYS SHALL AND FIRE WALL. PROVIDE TWO #4 DEFORMED BARS REQUIRED BY CODE, SHALL BE INSULATED BE PROVIDED WITH AN ARTIFICIAL LIOHT ISLND 2x8 6 6 ts) � z CONTINUOUS IN THE FOOTING. ALL 4" TEMPERED GLASS. ALL OLASS DOORS SOURCE LOCATED AT THE TOP LANDIN5 2xIO 7 6 �+. THICK CONCRETE SLAB5 TO HAVE 6 X6 OF THE STAIRWAY. EXTERIOR STAIRWAYS CLIMATE ZONE 15 4 Q 0 AND WINDOWS SHALL BE INSTALLED IN ° Q O Lu 10/10 WELDED WIRE R=INFORGINO. PROVIDING ACCESS TO A BASEMENT INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH INDOOR TEMPERATURE OF NOT LESS THAN 68 FAHRENHEIT AT A POINT 3 FEET 2x12 8 7 � W STRICT ACCORDANCE WITH THE z ANCHOR DOL75 IN CONCRETE SHALL BE MANUFACTURERS SPECIFICATIONS. ALL FROM OUTDOOR GRADE LEVEL SHALL BE ABOVE THE FLOOR ON THE DESIGN HEATING DAY. SYSTEM DE515N SHALL BE BASED ON A MAX 72° F HEATING, MINIMUM 75° F COOLING. DEGREE DAYS (NY FRAME PARTITIONS O W HOOKED 5/8" X 12" AT MAX. 38" O.G. AND PROVIDED WITH AN ARTIFICIAL LIGHT LA5UARDIA) 4,511, WINTER DE51GN TEMP 15° F, DRY B'JLB 8g° F, WET BULB 75° F (2020 IPG APPENDIX D). 0 WINDOWS ARE TO BE CAULKED AND WOOD OR STEEL 57UD5, /2-in. GYP. BOTH SIDES 8.0 In MAX. I2" FROM CORNERS. PROVIDE SEALED AS PER AS PER GHAPTERS 11 OF SOURCE LOCATED AT THE BOTTOM 0L 6 BITUMEN EXPANSION JOINTS BETWEEN LANDING OF THE 5TAIRWAY. MANUAL J CRITERIA REQUIRED IN SUBMITTED CALCULATIONS FRAME w A L L S z THE 2020 RESIDENTIAL CODE OF NY5. O SLABS AND FOUNDATION WALLS. PROVIDE FLA5HINO PANS UNDER ALL EXTERIOR STUD WALLS: K SLIDER, DOORS, AND WINDOWS. ALL ELEVATION LAT W ALTITUDE INDOOR DESIGN INTER SUMMER CORRECTION DESIGN TEMPERATURE HEATING TEMPERATURE 2x� 9 16-in., 5/�-in. GYPSUM, II.o EXTERIOR DOORS ARE TO BE FULLY HEATING COOLING DIFFERENCE INSULATED, 5/8-in. SIDING WEATHER-STRIPPED. PROVIDE ALL FACTOR TEMP COOLING SCREENS AND HARDWARE AS REQUIRED. 2x6 16-in., 5/a-ir. GYPSUM, I2.o cq ALL OLA55 15 TO BE FREE OF !08 FT z-1 15 86 1,00 TO 15 55 INSULATED, 5/8-in. SIDING to m SCRATCHES AND IMPERFECTIONS AND N O EXTERIOR STUD WALLS WITH BRICK VENEER 48.0 O'JARANTEED BY THE MANUFACTURER COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT DAILY N z • WINTER HUMIDITY SUMMER HUMIDITY * WEIGHTS OF MA50NARY INCLUDE MOTAR BUT NOT PLASTER. FOR i N z FOR A PERIOD OF NO LESS THAN 5 DIFFERENCE HEATING COOLING WET BULB RANGE 2 O I O YEARS. ALL WINDOWS TO B= AND=RS=N PLASTER, ADD 5 Ib/ft- FOR EACH FACE PLASTERED. VALUES Cs z GIVEN REPRESENT AVERAGES. IN SOME GASES THERE 15 A UNLESS INDICATED OTHERWISE. 1 15 MPH 7.5 MPH 72 MEDIUM M 40 52 OR ©50% RH W K CONSIDERABLE RANGE OF WEIGHT FOR THE SAME GONSTRUGTION. � �1.1 � oQ IS I I N1102.4 AIR LEAKAGE (MANDATORY). TABLE N1102.1.2 (R402.1.2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT THE` BUILDING THERMAL ;ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REOUIREMEN75 OF SEG7IONN1102.4.1 THROUGH V » o r-' U N 1102.4.6. b GLAZED BASEMENT ` SLAB d CRAWL 4. CLIMATE FENESTRATION SKYLIGHT CEILING WOOD FRAME MASS WALL FLOOR 6° DiA>�e-reR FENESTRATION WALL R-VALUE SPACE W V N1102.4.1 BUILDING THERMAL ENVELOPE ZONE U-FACTOR U-FACTOR b� R-VALUE ALL R- ALUE R-VALUE ' R-VALUE THE BUILDING THERMAL ENVELOPE SHALL COMPLY WITH SECTIONS N1102.4.1.1 AND NI102.4.1.2. THE SEALING METHODS BETWEEN D1551MILAR MATERIALS SHALL SHGG R-VALUE 4 DEPTH R-VALUE ALLOW FOR DIFFERENTIAL EXPANSION AND GONTRAGTION. 4 0.32 0.55 0.40 4� 20 OR 13+5 n 8/13 q 10/13 0, 2ft. 10/13 4-4 N 1102.4.1.1 INSULATION THE CONPONEN75 OF THE BUILDING THERMAL ENVELOPE AS INDICATED IN TABLE N1102.4.1,1 SHALL BE INSTALLED IN ACORDANCE WITH THE MANUFACTURER'S REFLEGTIYE RED �. PANTONE MI8'1 ci N57RUG7IONS AND THE CRITERIA INDICATED IN TABLE 1102.4.1.1, AS APPLICABLE TO THE METHOD OF CON57RUDTION. WHERE REQUIRED BY THE BJILD'NG OFFICIAL, \ � ROMAN ALPHANUMERIC a. R-VALUES ARE MINIMUMS, U-FACTORS AND 5HGC ARE MAXIMUMS. WHERE INSULATION 15 INSTALLED IN A CAVITY THAT IS LESS THAN THE LABEL OR DE516NATIONOF cat AN APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. CONS-ZOTION TYPE bA DESIGN THICKNESS OF THE INSULATION, THE INSTALLED R-VALUE OF THE INSULATION SHALL BE NOT LESS THAN THE R-VALUE SPECIFIED IN THE TABLE. EA5ED ON SECTION 602 -d N1102.4.1.2 TESTING b. THE FENESTRATION U-FACTOR EXCLUDES SKYLIGHTS. THE SHGG COLUMN APPLIES TO ALL GLAZED FENESTRATION. OF THE BUILDING CODE bp THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE NOT EXCEEDING 5 AIR CHANGES PER HOUR. TESTING SHALL �. "10/ID" MEANS R-10 GONTIN'JOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-ID CAVITY INSULATION ON THE INTERIOR OF THE oFNEwYORKsrATE ,� 0 BE CONDUCTED IN ACGORDANGE WITH RE-5-NET/ICE 580, A57M E7°q OR A5TM E1827 AND REPORTED AT A PRESS',:RE OF 0.2 INCH W.G. (50 PA5GALS). TESTING BASEMENT WALL. :� 57ROKE i_4 SHALL BE PERFORMED AT ANY TIME AFTER CREATION OF ALL PENETRATIONS OF THE BUILDING THERMAL ENVELOPE. b. R-5 INSULATION SHALL BE PROVIDED UNDER THE FULL SLAB AREA OF A HEATED SLAB IN ADDITION TO THE REQUIRED SLAB EDGE INSULATION v R-VALUE FOR SLA55, AS INDICATED IN THE TABLE. THE SLAB EDGE INSULATION FOR HEATED SLA55 SHALL NOT BE REQUIRED TO EXTEND BELOW THE REF�EGTIVE ^ 00 DURING TESTING: SLAB. 3 F---1 �-1 VESIC5NATIONI. EXTERIOR WINDOWS AND DOORS, FIREPLACE AND STOVE DOORS SHALL BE CLOSED B'JT NOT SEALED, BEYOND THE INTENDED WEATHERSTRIPPING OR OTHER e. RESERVED COMPONENTS FOR STRUCTURAL 3�-4 o N�ILTRATION CONTROL MEASURES. f. RESERVED COMPONENTS THAT ARE OFct TRUSS CONSTRUCTION N 2. DAMPERS INCLUDING EXHAUST, INTAKE, MAKEUP AIR, BAGKDRAFT AND FLUE DAMPERS SHALL BE CLOSED, BUT NOT SEALED BEYOND INTENDED INFILTRATION �. ALTERNATIVELY, INSULATION SUFFICIENT TO FILL THE FRAMING CAVITY PROVIDING NOT LESS THAN AN R-VALUE OF R-Iq. CONTROL MEASURES. h. THE FIRST VALUE IS GAVI T Y INSULATION, THE SECOND VALUE IS CONTINUOUS INSULATION. THEREFORE, AS AN EXAMPLE, "13+5" MEANS R-13 CAVITY - F 61 >RRs�Ar�NBEAMsuDIN6 O � 5. INTERIOR DOORS, WHERE INSTALLED AT THE TIME OF TEST, SHALL BE OPEN. INSULATION PLUS R-5 CONTINUOUS INSULATION, "R" ROOF FRAMING 'n 4. EXTERIOR DOORS FOR CONTINUOU5 VENTILATION SYSTEMS AND HEAT RECOVERY VENT ILATORS SHALL BE GL05ED AND SEALED. I. MASS WALLS SHALL BE IN ACCORDANCE NITH SECTION NI 102.2.5. THE SECOND R-VALUE APPLIES WHERE MORE THAN HALF OF THE INSULATIN IS ON THE "F ' FLOOR AND ROOF FRAMING 5. HEATING AND COOLING SYSTEMS, WHERE INSTALLED AT THE TIME OF TEST, SHALL BE TURNED OFF. INTERIOR OF THE MASS WALL. 6. SUPPLY AND RETURN RE0I57ER5, WHERE INSTALLED AT THE TIME OF TEST, SHALL BE FULLY OPEN. WHERE REQUIRED BY THE B'JILDINO OFFICIAL, TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. A WRITTEN REPORT OF THE RESULTS OF THE TEST TABLE R402.4.1.1 AIR BARRIER AND INSULATION INSTALLATIONQ TRUSS IDENTIFICATION S I C RED AR SHALL BE PREPARED AND 51GNED BY THE THIRD PARTY GONDUGTING THE TEST AND PROVIDED TO THE BUILDING OFFICIAL. y(�G C,S,� COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA COMPLIANCE V417H I cl �11'GRR ��� P��° GE'S���q N1102.42 FIREPLACES NEW WOOD BURNING FIREPLACES SHALL HAVE TIGHT-FITTING 7,)AMPER5 OR DOORS, AND OUTDOOR GOMBUSTION AIR. WHERE J51NO TIGHT-FITTING DOORS ON PART 1264 FACTORY-BUILT FIREPLACES LISTED AND LABELED IN AGGORANCE WITH UL127, THE DOORS SHALL BE TESTED AND LISTED FOR THE FIREPLACE. A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE v BUILDING ENVELOPE. SCALE: 6" = I'-O" " t. N1102.4.3 FENESTRATION AIR LEAKAGE THE EXTERIOR THERMAL ENVELOPE ONTAINS A AIR-PERMEABLE INSULATION SHALL NOT BE USED AS A WINDOWS, SKYLIGHTS AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NOT GREATER THAN 0.5 GFM PER DOUARE FOOT (1.5 L/S/M2) AND GENERAL REQUIREMENTS C M O FOR SWINGING DOORS NOT GREATER THAN 0.5 GFM PER SQUARE FOOT (2.6 L/5/M2) WHEN TESTED IN AGGORDANCE WITH NFRG 400 OR AAMA/WDMA/G5A CONTINUOUS AIR BARRIER. SEALING MATERIAL 020351 BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE �4F NEB OI/1.5.2/A440 BY C AN ACCREDITED, ITE , INDEPENDENT LABORATORY AND LISTED AND LABELED BY THE MANUFACTURER. SEALED. EXGEPTION: SITE-BUILD WINDOWS, SKYLIGHTS AND DOORS. THE AIR BARRIER IN ANY DROPPED CEILING OR SOFFIT o r SHALL BE ALIGNED WITH THE INSULATIONAND ANY AIR N1102.4.4 ROOMS CONTAINING FUEL-BURNING APPLIANCES GAPS IN THE AIR BARRIER SEALED. THE INSULATION IN ANY DROPPED CEILING/SOFFIT SHALL O � p N m m IN CLIMATE ZONES 5 THROUGH 8, WHERE OPEN COMBUSTION AIR DUCTS PROVIDE COMBUSTION AIR TO OPEN GOMB'JDTION FUEL-BURNING APPLIANCES, THE GEILING / ATTIC cl �, � N ACCESS OPEN I NG5, DROP DOWN 57A I RS OR KNEE WALL BE ALIGNED WITH THE AIR BARRIER N APPLIANCES AND COMBUSTION AIR OPENING SHALL BE LOCATED OUTSIDE THE BUILDING T-'ERMAL ENVELOPE OR ENCLOSED IN A ROOM THAT 15 ISOLATED FROM DOORS TO UNCONDITIONED ATTIC SPACES SHALL BE c E INSIDE THE THERMAL ENVELOPE. SUCH ROOMS SHALL BE SEALED AND INSULATED IN ACCORDANCE WITH THE ENVELOPE REQUIREMENTS OF TABLE N1102.1.2 WHERE •N m z �T o THE WALLS, FLKOOR5 AND CEILINGS SHALL MEET A MINIMUM OF THE BASEMENT WALL R-VALUE REOVREMENT. THE DOOR INTO THE ROOM SHALL SE FULLY SEALED. �, L GA5KE7ED AND ANY WATER LINES AND DUG75 IN THE ROOM INSULATED IN ADGORDANDE WITH SECTION N1105. THE GOM'BU5TION AIR DUCT SHALL BE INSULATED CAVITIES WITHIN GORNERS AND HEADERS OF FRAME 4 eco Ca w y WHERE IT PASSES THROUGH CONDIT1IONED SPAGE TO AN R-VALUE OF NOT LESS THAN R-8. THE JUNCTION OF THE FOUNDATION AND SILL PLATE SHALL WALL5 SHALL BE INSULATED BY COMPLETELY FILLING THE ,o m v -I BE SEALED. GAV 1 TY W TH A MATERIAL HAVING A THERMAL N EXCEPTIONS: z WALLS THE .JUN..TION OF THE TOP PLATE AND THE TOP OF RESISTANCE OF NOT LESS THAN R-3 PER INCH. I. DIREGT VENT APPLIANCES WITH BOTH INTAKE AND EXHAUST PIPES INSTALLED GON7INJOJ5 TO THE OUTSIDE. ¢ E Z WALLS SHALL BE SEALED. EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAME w 2. FIREPLACES AND STOVES COMPLYING WITH SECTIONS N11o2.4.2 AND RI006. EXTERIOR KNEE WALLS SHALL BE SEALED. WALLS SHALL BE INSTALLED IN SU557AN71AL GONTACT N1102.4.5 RECESSED LIGHTING AND IN CON7INUOU5 ALIGNMENT WITH THE AIR BARRIER, REGE55ED LUMINAIRES iN5TALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND JNGONDITIONED THE SPACE BETWEEN FRAMING AND SKYLIGHTS, AND THE m o Z N W ` SPADES. RECESSED LUMINAIRES SHALL BE IC-RATED AND LABELED AS HAVING AN AIR LEAKAGE RATE NOT GREATER THAN 2.0 GFM (O.g44 L/S) WHEN TESTED WINDOWS, SKYLIGHTS & DOORS ° woF o00 JAMBS OF WINDOWS AND DOORS, SHALL BE SEALED. d w w =w D' F L� IN ACCORDANCE WITH )457M =5 AT PRESSURE DIFFERENTIAL OF 1.57PDF (75 PA). REGE55ED LUMINAIRIES SHALL BE SEALED WITH A GASKET OR CAULKED BETWEEN THE HOUSING AND THE INTERIOR WALL OR GEILING GOVERINGS. RIM JOIST5 RIM JOISTS SHALL INCLUDE THE AIR BARRIER RIM JOISTS SHALL BE INSULATED u o~mo �=(o N1102.4.6 TENANT 5EPAR:ATION WALLS (MANDATORY) FLOOR FRAM'NG CAVITY INSULATION SHALL BE INSTALLED z W 0 N Z IL o~ FIRE SEPARATION BETWEEN DWELLING UN175 IN TWO-FAMILY DWELLINGS AND MULTIPLE SINGLE FAMILY DWELLINGS (TONNHOU5E5) SHALL BE INSULATED WITH NO TO MAINTAIN PERMANENT GONTAGT WITH THE UNDERSIDE ~ao m11 0 W LESS THAN R-10, AND "-HE WALL5 5HAL_ BE AIR SEALED IN ACCORDANCE WITH SECTION N 1102.4. OF SUBFLOOR DECKING . ALTERNATIVELY, FLOOR pz?= _10yu V FLOORS INCLUDING THE AIR BARRIER SHALL BE INSTALLED AT ANY EXPOSED FRAMING CAVITY INSULATION SHALL BE IN CONTACT WITH dwu-uQ7L0-z lU GANTI LEVERED FLOORS AND =F Q N o o N1102.5 MAXIMUM FENESTRATION U-FACTOR AND SHOO (MANDATORY) EDGE OF INSULATION. THE 70. SIDE OF SHEATHING OR GONTINUOUS INSULATION z m v THE AREA-WEIGHTED AVERAGE MAXIMUM FENESTRATION U-FACTOR PERMITTED USING TRADEOFFS FROM SECTION N1102.1.5 OR N1105 SHALL BE 0.48 IN CLIMATE FLOORS ABOVE GARAGES ZONE 4 AND 5 AND 0.40 IN CLIMATE ZONES 6 THROUGH 5 FOR VERTIGAL FENESTRATION, AND 0.75 IN CLIMATE ZONES 4 THROUGH 8 FOR SKYLIGHTS THE NSTALLED ON THE UNDERSIDE OF FLOOR FRAMING;AND °Q o Q W Z Q o AREA-WEIGHTED AVERAGE MAXIMUM FENESTRATION 5HGC PERMITTED USING TRADEOFFS FROM SECTION N1105 IN CLIMATE ZONES I THROUGH 3 SHALL BE 0.50. EXTEND FROM THE BOTTOM OF THE TOP OF ALL Q w w o z>o o Q°m PERIMETER FLOOR FRAMING MEMBERS. z�N-w V�Z T o>> N SECTION N1105 SYSTEMS EXPOSED EARTH IN UNVENTED CRAWL SPAGES SHALL BE DRAWL SPADE INSULATION, WHERE PROVIDED 1N5TEAD OF QD_o LL o�LLI zo o DRAWL SPAGE WALL5 COVERED WITH GLASS I VAPOR RETARDER WITH FLOOR INSULATION, SHALL BE PERMANENTLY ATTACHED =W N°Y Q Q d CL N N1103.1 CONTROLS (MANDATORY). OVERLAFFING JOINTS TAPED. TO THE WALL5. w w = Q AT LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING 5Y5TEM. tL o 5 w F o °v NL-(Y-S LIU5 DUCT SHAF75, UTILITY FENETRATI ON5, AND FLUE SHAFTS w w°m F=L } N1103.1.1 PROGRAMMABL3= THERMOSTAT. SHAFTS, PENETRATIONS OPENING TO EXTERIOR OR UNGONDITIONED SPAGE SHALL W o o o Q n W o m THE THERMOSTAT GONTFlOLLING THE PRIMARY HEATING OR COOLING 5Y5TEM OF THE DWELLING UNIT SHALL BE CAPABLE OF CONTROLLING THE HEATING AND BE SEALED Q ww oN o-° z GOOLINO SYSTEM ON A DAILY SCHEDULE TO MAINTAIN DIFFERENT TEMPERATURE SET POINTS AT DIFFERENT TIMES OF THE DAY. THIS THERMOSTAT SHALL INCLUDE �- ~ z d 4 BATTS TO BE INSTALLED I N NARROW GAV I TI E5 �.�'HALL BE � o- THE CAPABILITY TO 5E7 BACK OR TEMPORARILY OPERATE THE SYSTEM TO MAINTAIN ZONE TEMPERATURES DOWN TO 55°F (I5°C) OR UP TO 85°F (2q°G). THE GUT TO FIT OR NARROW CAVITIES SHALL BE FILLED WITH r i 0,o��K�z o p THERMOSTAT SHALL INITIALLY BE PROGRAMMED BY THE MANUFACTURER WITH A HEATING TEMPERATURE SET POINT NO HIGHER THAN 70°F (2I°G) AND A COOLING NARROW CAVITIES INSULATION Q TEMPERATURE SET POINT NO LOWER THAN 78°F (26°G). INSULATION THAT ON INSTALLATION READIL � CONFORMS TO THE AVAILABLE CAVITY SPAGE. N1103.3.1 INSULATION (PRESCRIPTIVE). GARAGE SEPARATION AIR SEALING 5HALL BE PROVIDED BETWEEN THE GARAGE m SUPPLY AND RETURN DUG75 IN A77G5 SHALL BE INSULATED TO A MINIMUM OF R-8 W M HERE 5 INGHES (76 M) IN DIAMETER AND GREATER AND R-6 WHERE LESS AND CONDITIONED SPAGES. THAN 3 INGHES (76 MM) IN DIAMETER. SUPPLY AND RETURN DUG75 IN OTHER PORTIONS OF THE BUILDING SHALL BE INSULATED TO A MINIMUM OF R-6 WHERE 5 REGE55ED LIGHT FIXTURES INSTALLED IN THE BUILDING REGE55ED LIGHT FIXTURES IN57ALLED IN THE BUILDING INGHES (76 MM) IN DIAMETER OR GREATER AND R-4.2 WHERE LESS THAN 5 INGHES (76 MM) IN DIAMETER. REGE55ED LIGHTING THERMAL ENVELOPE SHALL BE SEALED TO THE FINISHED THERMAL ENVELOPE SHALL BE AIR TIGHT AND IG RATED. SURTAGE. EXCEPTION: DUG75 OR PORTIONS THEREOF LOCATED COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE. IN EXTERIOR WALLS, BAIT INSULATION SHALL BE GUT N1103.3.2 SEALING (MANDATORY). NEATLY TO FIT AROUND WIRING AND PLUMBING OR DUG75, AIR HANDLERS AND FILTER BOXED SHALL BE SEALED. JOINTS AND 5EAM5 SHALL COMPLY WITH EITHER THE INTERNATIONAL MEGHAN'GAL CODE OR PLUMBING AND WIRING INSULATION THAT ON INSTALLATION, READILY CONFORMS INTERNATIONAL RESIDENTIAL GORE, AS APF_IGABLE. TO AVAILABLE SPAGE, SHALL EXTEND BEHIND PIPING AND WIRING. EXCEPTIONS: THE AIR BARRIER INSTALLED ON EXTERIOR WALLS p SHOWER/TUB ON EXTERIOR EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS z LAIR-IMPERMEABLE SPRAY FOAM PRODUCTS SHALL BE PERMITTED TO BE APPLIED WITHOUT ADDITIONAL JOINT SEALS. WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THE SHALL BE INSULATED. WALL FROM THE SHOWER OR TUB. 2 FOR DUG75 HAVING A STATIC, PRESSURE CLASSIFICATION OF LESS THAN 2 INGHES OF WATER COLUMN (500 PA), ADDITIONAL CLOSURE SYSTEMS SHALL NOT BE THE AIR BARRIER SHALL BE INSTALLED BEHIND REQUIRED FOR GONTINJOUSLY WELDED JOINTS AND 5EAM5, AND LOGKING-TYPE JOIN75 AND SEAMS OF OTHER THAN THE SNAP-LOCK AND BUTTON-LOCK TYPES. ELEGTRIGAL/PHONE BOX ON ELEGTRIGAL AND GOMMUNICATION BOXES. Q N1103.3.2.1 SEALED AIR HANDLER. EXTERIOR WALLS ALTERNATIVELY, AIR-SEALED BOXES SHALL BE AIR HANDLERS SHALL HAVE A MANUFACTURER'S DESIGNATION FOR AN AIR LEAKAGE OF NO MORE THAN 2 PERCENT OF THE DESIGN AIR FLOW RATE WHEN INSTALLED TESTED IN ACDORDANC:E WITH ASHRAE Iq5. HVAC SUPPLY AND RETURN REGISTER 50075 THAT # N11.5 3 DUCT TESTING (MANDATORY). HVAG RE0'57ER BOOT 5 PENETRATE BUILDING THERMAL ENVELOPE SHALL BE DUG75 SHALL BE PRE55JRE TESTED TO DETERMINE AIR LEAKAGE BY ONE OF THE FOLLOWING METHODS: SEALED TO THE SUBFLOOR, WALL GOVERING OR CEILING PENETRATED 5Y THE BOOT. I.R000H-IN TEST: TOTAL LEAKAGE SHALL BE MEASURED WITH A PRESSURE DIFFERENTIAL OF 0.1 INCH W.G. (25 PA) ACROSS THE SYSTEM, INCLUDING THE WHERE REQUIRED TO BE SEALED CONGEALED FIRE MANUFACTURER'S AIR HANDLER ENGL05URE IF INSTALLED AT THE TIME OF THE TEST. ALL REGISTERS SHALL BE TAPED OR OTHERWI5E SEALED DURING THE TEST. SPRINKLERS SHALL ONLY BE SEALED IN A MANNER THAT 2,FO57CON57RUC7I0N 7E:57: TOTAL LEAKAGE SHALL BE MEASURED WITH A PRE55URE DIFFERENTIAL OF 0.1 INCH W.G. (25 PA) ACROSS THE ENTIRE SYSTEM, IS RECOMMENDED BY THE MANUFACTURER. CAULKING OR CONGEALED SPRINKLERS OTHER ADHESIVE SEALANTS SHALL NOT BE USED TO FILL INCLUDING THE MANUFACTURER'S AIR HANDLER ENCLOSURE. REGISTERS SHALL BE TAPED OR OTHERWISE SEALED DURING THE TEST. VOIDS BETWEEN FIRE SPRINKLER COVER PLATES AND (� EXCEPTIONS: WALLS OR CEILINGS. O LU it) LU m 1. A DUCT AIR LEAKAGE TEST SHALL NOT BE REQUIRED WHERE THE DUGT5 AND AIR HANDLERS ARE LOCATED ENTIRELY WITHIN THE BUILDING THERMAL ENVELOPE. n�2. A DUGT AIR LEAKAGE TEST SHALL NOT BE REQUIRED FOR DUG75 SERVING HEAT OR ENERGY RECOVERY VENTILATORS THAT ARE NOT INTEGRATED WITH DUG75 ii SERVING HEATING OR (TOOLING 5Y57EM5. u ` , - A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY GONDUGTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. Z , N1103.3.4 DUCT LEAKAGE° (PRESCRIPTIVE). N THE TOTAL LEAKAGE OF THE DUCTS, WHERE MEASURED IN ACCORDANCE WITH SECTION R405.3.5, SHALL BE AS FOLLOWS: Z O I.ROUGH-IN 7E57: THE TOTAL LEAKAGE SHALL BE LESS THAN OR EQUAL TO 4 GUBIG FEET PER MINUTE (115.5 L/MIN) PER 100 SO'JARE FEET (q.2q M2) OF Q CONDITIONED FLOOR AREA WHERE THE AIR HANDLER 15 INSTALLED AT THE TIME OF THE TEST. WHERE THE AIR HANDLER 15 N07 INSTALLED AT THE TIME OF THE TEST, THE TOTAL LEAKAGE SHALL BE LESS THAN OR EQUAL TO 5 GUBIG FEET PER MINUTE (&5 L/MIN) PER 100 SQUARE FEET (q.201 M2) OF CONDITIONED FLOOR AREA. 2.PO57CONSTRUCTION TEST: TOTAL LEAKAGE SHALL BE LESS THAN OR EQUAL TO 4 GUBIG FEET PER MINUTE (115.5 L/MIN) PER 100 SQUARE FEET (Q2q M2) OFci O CONDITIONED FLOOR AREA. zz N1103.3.5 BUILDING CAVITIES (MANDATORY). p- lz z BUILDING FRAMING CAV171E5 SHALL NOT BE USED AS DUG75 OR PLENUMS. O N1103.4 MECHANICAL 51r5TEM PIPING INSULATION (MANDATORY). 0L MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING FLUIDS ABOVE 105°F (41°C) OR BELOW 55°F (15°G) SHALL BE INSULATED TO A MINIMUM OF R-5. N1103.4.1 PROTECTION OF: PIPING INSULATION. dJ Lu � m PIPING INSULATION EXPOSED TO WEATHER SHALL BE PROTECTED FROM DAMAGE, INCLUDING THAT CAUSED BY SUNLIGHT, M0157URE, EQUIPMENT MAINTENANGE AND N WIND, AND SHALL PROVIDE SHIELDING FROM SOLAR RADIATION THAT CAN GAU5E DEGRADATION OF THE MATERIAL. ADHESIVE TAPE SHALL NOT BE PERMITTED. ►� 0 III N 0 z SECTION N1104 ELECTRICAL POWER AND LIGHTING SYSTEMS DL Z N1104.1 LIGHTING EQUIPMENT (MANDATORY). NOT LE55 THAN qO PERC:ENT OF THE PERMANENTLY INSTAL LED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS. 4 v V 2 La I TABLE 5.1 NA I L I NC 50HEDULE A5 PER WPGM-20 0 TABLE 5.1 NA I L I NC 5GHEDULE A5 PER WFGM-2018 *GONTI NUEID* c 9 NUMBER OF NUMBER OF NUMBER OF NUMBER OF ROOF RAFTE O JOINT DE:5GRIPTION COMMON NAILS BOX NAILS NAIL SPAGIN5 JOINT DESCRIPTION COMMON NAILS BOX NAILS _F NAIL SPACING ROOF FRAMING WALL SHEATHING *CONTINU ��( � ED* RAFTER TO TOP PLATE (TOE-NAILED): DIAGONAL BOARD SHEATHING HURRICANE ANCHORS MANUFACTURED BY 4-1 ,�v`J'.,, 5IMF50N STRONG-TIE CONNECTORS 12" O.G. SPACING (2) 8d (2) IGd PER RAFTER I"xb" OR "x8" (2) 8d (2) IOd PER SUPPORT MODEL No. LSTA24 OR APPROVED ■ '�- 16" O.G. SPACING (5) 8d (5) IGd PER RAFTER "xl0" OR WIDER (5) 8d (5) IGd PER SUPPORT EQUIVALENT (AS PER TABLE 2.28 OF �a •� -v CEILING JOIST TO TOP PLATE (TOE-NAILED): 12" O.G. SPACING (2) 8d (2) IGd PER -JOIST STRUCTURAL SHEATHING A THE 2018 WPGM) AT EVERY RAFTER cci (2) 8d (2) IGd PER JOIST STRUCTURAL PANELS TO RIDGE CONNECTION WHEN u RAFTERS ALIGN 6" O.G. SPAG'NG I INCH OR LESS 8d IGd 6" EDGE / 12" FIELD C J A EILING 015T TO PARALLEL RTER (FACE NAILED): ROOF SPAN ROOF SPAN RIDS 0 GREATER THAN I INCH IGd I6d 6" EDGE / 6" FIELD a 12' O.G. SPACING 5:12 PITCH (4) I6d (7) Ibdl (10) I6d (4) Od 244od (0) 0l 24- DIAGONAL BOARD SHEATHING ■ 4 d EACH LAP "x6" OR "x8° (2) 8d 16" O.G. SPACING 5:12 PITCH (5) Ibd (cf) Ibd (15) Ibd (5) 40d (cl) 40d (3) 40d EACH LAP ( IOd PER SUPPORT 5) ^ I"xl0" OR WIDER (3) 8d (3) IGd PER SUPPORT H °O ■ 12" O.G. SPACING 4:12 PITCH (3) IGd (5) 16d (8) Ibd (3) 40d (5) 40d (8) 40d EACH LAP I NAILING REQUIREMENTS ARE BASED ON WALL SHEATHINN NAILED 6 INGHE5 ON-CENTER AT THE PANEL EDGE TO OBTAIN 6" O.G. SPACING 4:12 PITCH (4) I6d (7) 16a (Io) Ibd (4) 40d (7) 40d (Io) 40a EACH LAP HIGHER SHEAR CAPACITIES, NAILING REOUIREMEN75 FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE I ct O 12" G.G. SPACING 5:12 PITCH (5) Ill (4) Ibd (6) I6d (5) 406 (4) 40d (6) 40d EACH LAP GONNECTGRS, 5UGH A5 SHEAR PLATES, SHALL BE U5E1.) TO MAINTAIN THE LOAD PATH. V M 4� 'd- 16" O.G. SPACING 5:12 PITCH (3) Ibd (6) IGd la) IGd (3) 40d (6) 40d (8) 40d EACH LAP 2 WHEN WALL SHEATHING 15 CONTINUOUS OVER GONNEGTED *!EMBERS, THE TABULATED NUMBER O= NAILS SHALL BE 12" O.G. SPACING 7:I2 PITCH (5) IGd (3) I6d (5) I6d (3) 40d (5) 40d (5) 40d EACH LAP PERMITTED TO BE REDUCED TO (1) I6d NAIL PER FOOT. � Ln CIO 16" O.G. 5PAGINO 7:12 PITCH (5) Ibd (4) I6d (6) I6d (s) 40d (4) 40d (6) 40d EACH LAP O 5 CORROSION RESISTAN` II GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR ADDITIONAL '4 4� 12" O.G. SPACING q:12 PITCH (5) I6d (5) I6d (4) I6d (3) 40d (5) 40d (4) 40d EACH LAP REOOREMEN75 16" O.G. SPACING q:12 PITCH (5) Ibd (5) I6d (5) I6d (3) 40d (3) 40d (5) 4od EACH LAP RAFTER TO TOP PLATE / CEILING J0157 TO TOP PLATE JOINT NOTES (TABLE 5.4A ANSI/AFBPA WFGM-2018): SIMPSON STRONG-TIE CONNECTOR 12" O.G. SPACING 12:12 PITCH (5) I6d (3) I6d (3) I6d (3) 40d (3) 40d (4) 40d EACH LAP -PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 5.4 MDL. ll OR APPROVED ED AR 16" O.G. 5PAGING 12:12 PITCH (5) Ibd (3) Ibd (3) I6d (5) 40d (3) 40d (4) 40d EACH LAP EQUIVALENT (AS PER TABLE 2.2A -TABULATED GONNEGTION REQUIREMENTS ASSUME A BUILDING LOCATED IN EXPOSURE B OF THE 2018 WFGM) �N5 �p.GEISF� CEILING JOIST LAS OVER PARTITIONS (PAGE NAILED): ROOF SPAN ROOF SPAN � Qf� 2i,9 0- 2'-0" 24'-0" 36'-O" 12'-O" 24'-O" 56'-0" -WHEN CEILING JOIST ARE INSTALLED PARALLEL TG RAFTERS, THE SUM OF THE TOENAILS IN THE RAFTER AND er 12" O.G. 5aAGINO 5:12 PITCH (4) I6d (7) I6d (10) Ibd (4) 40d (7) 40d (0) 40d EACH LAP AND CEILING J0I57 SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED Ib" O.G. SPACING 3:12 PITCH (5) I6d (q) I6d (13) IGd (5) 40d (q) 4od (I3) 40d EACH LAP -TG AVOID SPLITTING, NO MORE THAN TWO TOENAILS SHALL BE INSTALLED IN EACH SIDE OF THE RAFTER OR s: _ 12" O.G. SPACING 4:12 PITCH (3) I6d (5) I6d (a) I6d (3) 40d (5) 40d (8) 40d EACH LAP GEILINO JOIST WHEN FASTENED TD A 2x4 TOP PLATE OR 3 TOENAILS IN EACH SIDE WHEN FASTENED TD A (P 16" G.G. SPACINO 4:12 PITCH (4) I6d (7) I6d (o) I6d (4) 40d (7) 40d (10) 40d EACH LAP 2xb TOP PLATE CEILING J015T TG PARALLEL RAFTER / CEILING JO!5T LAPS OVER PARTITIONS JOINT NOTES N 9�� 02 y� 12" O.G. SPACING 5:12 PITCH (3) I6d (4) Ibd (6) 16a (s) 40d (4) 40a (6) 40d EACH LAP TABLE 3.cA ANSI/AFEPA WFGM-2018): �F E� I&" O.G. SPACING 5:12 PITCH (5) I6d (6) I6d (a) I6d (3) 40d (6) 40d (8) 40d EACH LAP -NAILING REOUIREMEN75 SHALL BE PERMITTED TG BE REDUCED 25% IF NAILS ARE CLINCHED 12" O.G. 5PAGINO 7:12 PITCH (3) I6d (3) 16d (5) I6d (3) 40d (5) 40d (5) 40d EACH LAP e 16" O.G. SPACING 7:12 PITCH (5) I6d (d) I6d (6) Ibd (3) 40d (4) 40d (6) 4 J od EACH LAP -HEEL OINT GONNEG7ION5 ARE NOT REQUIRED WHEN THE RIDGE IS 5UP1:105,17ED 8Y A LOADBEARINO WALL, HEADERci o OR RIDGE BEAM DESIGNED TG RESIST THE APPLIED LOADS 12" O.G. SPAGING q:12 PITCH (5) I6d (5) Ibd (4) I6d (3) 40d (3) 40d (4) 40d EACH LAP V c"i Q 16" O.G. SPACING q:12 PITCH (5) I6d (5) I6d (5) I6d (5) 40d (3) 40d (5) 40d EACH LAP -WHEN INTERMEDIATE SUPPORT OF THE RAFTER 15 PROVIDED BY VERTICAL STRUTS OR PURLINS TO A LOAD BEARING PROVIDE HOLD DOWNS AT - WALL, THE TABULATED HEEL JOINT GGNNEGTION REQUIREMEN75 SHALL BE PERMITTED TO BE REDUCED ALL CORNERS AND BOTH ROOF RAFTER .,1 m Z `E Q 12" O.G. SPACING 12:12 PITCH (3) I6d (5) Ibd (3) 16d (5) 40d (3) 40d (4) 4od EACH LAP PROPORTIONALLY TO THE REDU0710N IN SPAN SIDES OP OPENINGS 6' co �, ^ t # I6" O.G. SPACING 12:12 PITCH (5) 16d (5) Ibd (3) I6d (5) 40d (3) 4od (4) 4od EACH LAP OR GREATER IN WIDTH Z o •- > `' L DOUBLE TOP PLA � > COLLAR TIE TO RAFTER (FADE NAILED): SPAN SPAN -EQUIVALENT CONNECTIONS ARE REQUIRED FOR CEILING JDIST TO CEILING JO15T LAP SPLICES B CD o 12'-O" (2) 8d 12'-O" (2) IGd DOUBLE 2X STU -� o c -TABULATED HEEL JOINT GONNEGTION REOJIREMEN75 DO NOT INCLUDE THE ADDITIONAL WEIGHT OF THE CEILING o L ' b'-G" (2) 8d 16'-0" (2) IGd ASSEMBLY Z o 20'-G" (5) 8d 20'-O" (5) IDd SIMPSON HDQB-SDS O ¢ CIO Z 5:12 PITCH 24'-0" (5) 8d 24'-O" (5) IGd PER TIE EACH END -TABULATED HEEL JOINT CONNECTION REQUIREMEN75 A55UME CEILING JOISTS OR RAFTER TIES ARE LOCATED AT THE "' (4) 8d 2B'-O" (4) IGd BOTTOM OF THE ATTIC SPACE. WHEN CEILING JDI5T OR RAFTER TIES ARE LOCATED HIGHER INTHE ATTIC 5PAGE, NO 0 (4) 8d 32'-0" ATTIC, 570RAOE IS A55UMED, THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE INCREASED B THE 3 m (4) IGd FOLLOWING FAG70R5: CEILING HEIGHT/ HEEL JOINT GONNEOTION STUDS ® I6 O.G. a) w p J N v 0 (5) ad 36'-O" (S) IGd ROOF RIDGE HEIGHT ADJUSTMENT FACTORS �m p K LLI y Z Li 2 R 2'-O" (2) 8d 2'-O" I (2) IDd I/2 2 wm=rL w x$w o 0 o Q (2) 8d 6'-0" (2) IGd 1/3 1.5 Q p ~a DO 20'-0" (2) 8d 20'-0" (2) IGd /5 1.25 D o o J-A L Q~°ci 1/4 1.33 wu-�mv� J=�°i 4:12 PITCH 24'-0" (5) 8d 24'-0" (5) IGd PER TIE EACH END I/6 1.2 z Q Q w i m (5) 8d 28'-0" (5) IGd 1/10 j w Q z La 52'-0" (4) 8d 52'-0" (4) IGd o °w p o 36'-0" ul (4) 8d 3b'-0" (4) IGd TABLE 5.10 ROOF 5HEATHINO ATTACHMENT REQUIREMENTS FOR WIND LOADS - p ,� J z a Q l)z v 2'-O" (I) a 12'-O" (I) IGd + w- a °o u,o W EXPOSURE B 90 _[l[ 16'-D" (2) 8d b'-O" (2) IGd AS PER WFGM-2018 PPP® w> w To z F p w v 20'-G" (2) 8d 20'-0" (2) IOd WALL STUDS ® 16 O.G. p Q w=Q =z a o " ° uT'x_<w°p� STRUCTURAL 5HEATHINO z o p ui I-J 5:12 PITCH 24'-O" (2) 8d 24'-O" (2) IGd PER TIE EACH END MAXIMUM NAIL SPACING INGHE5 0.G5 5/6" THREADED o w w b z>o p Q O m ly RAFTER/TRUSS 28'-0" (3) 8d 28'-O" (3) IGd SHEATHING LOCATION SPACING I10 MPH ZONE 20 MPH ZONE STEEL ROD 16 5a. COIL STRAPPING MANUFACTURED o o>> ~Q N 6 0 (3) 8d 32'-O" (3) IGd SIMPSON BY SIMPSON STRONG-TIE CONNECTORS m w o N�' E F E F HDQB-5D53 MODEL No. 0516 OR APPROVED EQUIVALENT a o° °m o z-1° (5) ad 56'-O" (5) IOC =N w°V o til 2" O.G. b 12 6 2 (A5 PER TABLE 2.2A OF THE 2018 WPGM F w-w w Q Q INTERIOR LOCATION w (I) 8d 12'-O" (I) IGd I6'-O" (2) 8d 6-O" (2) IOd 16" O.G. 6 12' 6 12' DOUBLE 2X STU '. 12" O.G. 6 12 b 12 20'-0" (2) 8d 20'-0" (2) IGd PERIMETER EDGE ZONE SIMPSON HDOS-SDS a N~p IL m u'� p 6" G.G. b 12 6 12 BOTTOM PLA °w 6:12 PITCH 24'-0" (2) 8d 24'-O" (2) IOd PER TIE EACH END HOOKED ANCHOR BOLT z~ q�i~z° Z GABLE ENDWALL RAKE OR RAKE 6� 63 4 4 RIM JOIST Q l w w'T o�, o 3 O" (2) 8d 28'-O" (2) IDd TRU55 W/ LOOKOUT BLOCK MIN. 12' PENETRATION 1, m F z F z 32'-0" (3) 8d 32'-0" (3) IGd 6 6 b 6 INTO FOUNDATION iu 1: z �W o GABLE ENDWALL RAKE OR RAKE �m w w o w Q w= 36'-O" (5) 8d 36'-O" (5) lad TRUSS W/O RAKE OVERHANG Q Q (I) 8d 12'-0" (I) IGd E = NAIL 5PAGINO AT PANEL EDGE5 (INCHES) (2) 8d 20'-O 16'-01 2 (2) IGd 8d 16'-O° F = NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (INGHE5) 20 7:12-12:12 PITCH 24' 0" (2) 8d 24'-O' (2) IGd (2) IGd PER TIE EACH END I FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, � 2a'-0" (2) 8d 28'-O"I (2) IGd INCLUDING 4 FEET ON EACH SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED SUB FLOOR 52'-0" (5) 8d 52'-0" (5) IDd FLOOR JOIST 36'-0" (5) 8d 56'-O"1 (5) IGd 2 TABULATED 12 INCH. O.G. NAIL SPACING ASSUME5 SHEATHING ATTACHED BLOCKING TO RAFTER (TOE-NAILED) (2) 8d (2) IGd EACH END TO RAFTER/TRUSS FRAMING MEMBERSWITH G > OALI. FOR FRAMING MEMBERS RIM BOARD TO RAFTER (END NAILED) (2) 16d (3) Ibd EACH END WITH G < OAIq G < 0.4q, THE NAIL SPACING SHALL BE REDUCED BY 6 INCH. O.G. u WALL FRAMING 3 TABULATED 6 INCH. O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TOP PLATE TG TOP PLATE (FACE NAILED) (2) I6d (2) I6d PER FOOT TG RAFTER/TRUSS FRAMING MEMBER5A17H G > 0.417. FOR FRAMING MEMBERS TOP PLATE AT IN7ERSEG7ION5 (FACE NAILED) (4) I6d (5) I6d JOINTS - EACH SIDE WITH 5 < 0.47 0 < 0.4q, THE NAIL 5PAOING SHALL BE REDUCED BY 4 INCH. O.G. ad 16 Ga. COIL 5TRAPPIN6 MANUFACTURED BY SIMPSON STRONG-TIE CONNECTORS J�I 57UD TG STUD (FACE NAILED) (2) I6d (2) I6d 24" D.G. 4 TABULATED 4 INCH. D.G. NAIL SPACING ASSUMES SHEATHING ATTACHED MODEL No. 0516 OR APPROVED EQUIVALENT HEADER TO HEADER (FACE NAILED) I6d I6d 16" O.G. ALONG EDGES TO RAF7ER/7RU55 FRAMING MEMBEReAITH 0 > 0.4q. FOR FRAMING MEMBERS (AS PER TABLE 2.2A OF THE 2015 WFGM Z TOP OR BOTTOM PLATE TO 57UD (END NAILED): HEIGHT SPAN WITH G < 0.4q 0 < 0.4q, THE NAIL SPAGINO SHALL BE REDUCED BY 3 INCH. G.G. 8'-O" (1) I6d 12'-0" (1) 40d 5 TABULATED NAIL SPACINGS A55UME A BUILDING LOCATED IN EXPOSURE B 1 WALL STUDS 0 Ib O.G. 10'-O" (I) I6d I b'-O" (I) 40d 4 12'-O" (1) I6d 20'-0" (1) dOd p STUD SPACING 12" O.G. 14'-0" (1) I6d 24'-0" (I) 40d PER STUD TO PLATE TABLE 5.11 WALL SHEATHING AND CLADDING ATTACM M HENT REQUIREENT5 FOR 16'-0" (2) Ibd 28'-D" (2) 40d GONNEGTION WIND LOADS - EXP05'JRE B 8'-D" (2) I6d 52'-0" (2) 40d AS PER WFGM-2018 WALL STUDS ® 16" O.G. 20'-0" (2) Ibd 56'-0" (2) 40d 575,UG7URAL SHEATHING USE BIMP50N Z-MAX OR HDG CONNECTORS > 8'-O" (1) I6d 12'-0" (1) 40d RAF7ER/7RU55 MAXIMUM NAIL SPACING INCHES O.GS TO INCREASE CORROSION RESISTANCE SHEATHING LOCATION FOR ALL HARDWARE IN CONNECTION 10'-0" (1) I6d b'-D" (1) 40d 5PAGINO 110 MPH ZONE 120 MPH ZONE W/ AGQ LUMBER. 2'-O" (2) I6d 20'-0" (2) 40d E F E F 57UD SPADING 16" O.G. 14'-0" (2) I6d 24'-0" (2) 40d PER 57UD TO PLATE 12" O.G. 6 12 6 12 6'-D" (2) Ibd 28'-0" (2) 40d GGNNEGTIGN INTERIOR LOCATION 16" O.G. 6 12 6 12 18'-O" (2) Ibd 52'-0" (2) 40d 4" EDGE ZONE 12" O.G. b 12 6 12 Ij" MIN. EDGE 20'-0" (2) Ibd 36'-O" (2) 40d I6" O.G. 6 12 6 12 DIFFERENCE BOTTOM PLA BOTTOM PLATE TO FLOOR JOIST, BAN17J0I5T, ,, 12 E = NAIL SPAGINO AT PANEL EDOE5 (INGHE5) ` RIM JOIST D ENJOIST, OR BLOCKING (FA-_E(FAE NAILED) (2) I6d' (2) I6d' PER FOOT F = NAIL SPAGINO AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (INGHE5) Q Q W m FLOOR FRAMING I FOR WALL 5HE ATHINO WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONE 5/8l STEEL ANCHOR ATTACHMENTS SHALL BE USED BOLTS AT 45" O.G. MAX. 4' -JOIST TD SILL, TOP PLATE OR GIRDER (TOE NAILED) (4) 8d (4) IDd PER JOI5T (AS PER TABLE 5.25 OF u Q — BRIDGING TO JOIST (TOE NAILED) (2) 8d (2) IOd EACH END 2 TABULATED 12 INCH O.G. NAIL SPACING A55UME5 SHEATHING ATTACHED TO STUD THE 2015 WFGM) MIN N BLOCKING TO JOIST (TOE NAILED) (2) 8d (2) IGd EACH END FRAME MEMBERS WITH G > 0.4q. FOR FRAMING MEMBERS WITH 0.42 < G <0.4q, EMBEDMENT OF -7",-' I Z �- BLOCKING TO SILL OR TO TOP PLATE (TOE NAILED) (5) I6d (4) Ibd EACH BLOCK THE NAIL SPAGING5 SHALL BE REDUCED TO 6 INGHE5 O.G. NOTE: LEDGER 57RIa TD BEAM (FACE NAILED) (5) I6d I6d EACH JO157 SEE PLAN,-' SUB FLOOR ALL STRAPPING TO BE Q 3 FOR EXTERIOR PANEL SIDING, GALVANIZED BOX NAILS SHALL BE PERMITTED TO INSTALLED AS PER MANUFACTURES JOIST ON LEDGER TD BEAM (TOE NAILED) (5) 8d (5) IDd PER JOIST BE eJBS17UTED FOR COMMON NAILS °� FLOOR J015T SPECIFICATIONS AND NY5 CODE Z BAND JOIST TG JOIST (END NAI_ED) (5) I6d (4) I6d PER JOIST SILL PLA 16 &a. STRAP TIES MANUFACTURED p 0 • I� III BAN JOINT TO SILL OR TOP PLATE (TOE NAILED) (2) I6d' (5) I6d PER FOOT 4 TABULATED NAIL SPAGINO5 A55U`!E A BUILDING LOC TERMITE SHIEL BY SIMPSON STRONG-TIE ATED IN EXPOSURE B CONNECTORS 2° _ ROOF SHEATHING FOUNDATION WALL MODEL No. 0516 OR APPROVED EQUIVALENT. (� O 4 STRAP TO HAVE MIN. 12" BEARING ON THE STUD < T 57RUG71JRAL PANELS ad IOd *5EE TABLE 3.I0* ° ' AND WRAP UNDER SILL PLATE AT FOUNDATION. DIAGONAL BOARD SHEATH NO (A5 PER TABLE 2.2A OF THE 2018 WFGM) ^ Q 11I z "x6" OR I"x8" (2) 8d (2) IGd PER SUPPORT I "x3"xY/2" STL. BEARING PLATE MANUFACTURED `I. 0 _1 "xl0" OR WIDER (3) 8d (3) lad PER SUPPORT a. BY SIMP50N 5TRON5-TIE CONNECTORS MODEL No. ,, 11 Q ° 1-15PS12 OR APPROVED EQUIVALENT 1n V Z CEILING SHEATHING 0 GYPSUM WALL BOARD 5d COOLERS 5d COOLERS 7" EDGE / 10" FIELD PROVIDE HOLD DOWNS AT PIGAL 5/6"x12" HOOKED ANCHOR BOLT USE 51MP50N Z-MAX OR HDG CONNECTORS Q ALL CORNERS AND BOTH - ® 45" O.G. FOR a' END ZONE AND 50" TO INCREASE CORROSION RESISTANCE nn// WALL SHEATHING SIDES OF OPENIN55 6' O.G. FOR INTERIOR ZONES (AS PER FOR ALL HARDWARE IN CONNECTION ll- < STRUCTURAL PANELS Bd IGd *5EE TABLE 3.11* OR GREATER IN WIDTH TABLE 3.2C OF THE 2015 WFGM) IIIAGQ LUMBER. FIBERBOARD PANELS - W/"i" MIN. EMBEDMENT INTO CONCRETE 7/16" 6d 3 3 " EDGE / 6" FIELD - WITHIN 6-12" OF EACH END OF PLATE 25/52" ad 3 5" EDGE / 6" FIELD W Ill GYPSUM WALL BOORD 5d COOLERS 5d COOLERS 7" EDGE / IC," FIELD N O x HARDBOARD ad 8d *SEE TABLE 3.11* N � Z PARTIGLEBDARD PANELS 8d 8d *SEE MANUFACTURER* O Q ' i STRAPS 11�C AND HOLD DONN DETA I L5 � z A.3 N.T.S. m < I V Ln IF Table 3A0A Roof Sheathin ff Attachment Requirements for WindMxpasure 'it '•8v "•,' O Loads (7/16", kNEL C=0.50) �I� ''+;' �.:� .� �w - EXTEND TYVEK®HEADERWRAP® ��j (Prescriptive Alternative to Table 3.10) - -- _ ` AT TOP PLATE OVER SHEATHING; — a� C) `• e j„ TAPE TO TOP PLATE USING Z _ - FASTEN TYVEK®FLEXWRAPTM TYVEK®FLEXWRAPTM a +- Wind Speed 3-3econd gust(mph) 90 95 100 105 110 115 120 130 140 150 150 170 180 195 See Figure 1.1) �' - CORNER USING MECHANICAL ( FASTENER (�0 STRUCTURAL SHEATHING EIFIEIFIEIFIEIFIEIFIEIFIEIFIEIFIEIFIEIFIEIFIEIFIEIFI E I F -�-, •• INSTALL TYVEK®FLEXWRAPG AROUND PERIMETER OF OPENIN •.�-r p , Rafter/Truss ins'^ye .°•' ROOF/CEILING ate. s Framing Rafter/Truss :,s r I t a.,"'r Sheathing Location Maximum Nail Spacing for 8d Common Nails,or 20d Box Nails(inches,o.c.) �'� }_ ='�� -- INSULATION VENTED SOFFIT Specific Spacing(in.) Gravity,G `, .t, 'C+ems +�Tf�n4 ' ® AIR BARRIER WALL INSULATION Q pip ■ tY, 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 A. 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 O ® CALK ALL AIR VOIDS(SEAMS) 0.49 19.2 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 ® 0 @ALL PLATES, HEADERS,JACK Gq o 24 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 STUDS,ETC. U M InterlorZone 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 ITT I G SL 11�O DETAIL ///��� 16 6 12 6 12 6 12 6 12 6 12 6 11 6 12 6 12 6 12 6 12 6 b 6 6 6 6 6 6 TYVEK®HOMEWRAP® 0 0.42 19.2 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 fi -+ 24 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 b 6 6 6 6 6 6 6 6 6 4 4 N.T.S. �/N Jl LI OFEN I I ` O SE Jl L I I `lam+ DETAIL I L r!' 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 b 6 r lj""t i... L/ f L/ j"t 4 0.49 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 6 6 WALL INSULATION � 19.2 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 b 6 6 6 6 6 6 N.T.S. LAP 6"&TAPE TYVEK® 24 6 12 6 12 6 12 6 12 6 12 6 6 6 b 6 6 6 6 Exceedscapacityof7/16"sheathing' OVER VINYL DRIP EDGE Perimeter Edge Zone 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 4 4 MINIMALLY EXPANDING USING TYVEK©FLEXWRAPTM 0.42 16 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 4 4 4 4 4 4 POLYURETHANE FOAM OR �,��RE ARC,, 19.2 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 4 4 4 4 4 4 4 4 �0'GE1SF� 24 6 12 6 6 6 6 6 6 6 6 6 6 6 b 6 6 4 4 Fxceedscapadtyof7/16"sheathing" APPROVED CAULK SECURE TAPED JOINT Q� (AROUND WINDOW RSO) w/VINYL J-TRIM �� �P � 9y ��► Gable Endwall Rake or 0.49 - 6 6 6 6 6 6 6 6 6 6 6 6 4 4 Rake Truss with up to 0.42 - 6 6 6 6 6 6 6 6 6 4 4 4 3 3 NOTE: WINDOW WITH INTEGRAL MOUNTING INSTALL 9"Rake Overhan PROVIDE INSULATED DOORS/ACCESS PANELS FLANGE OVER MOUNTINGFFLANGEA LAP (J) - �- BOARD SHEATHING WITH WEATHER STRIPPING @ ALL OPENINGS ACCESSING TYVEK®&TAPE JOINTS. -R•�r Rafter/Truss s CONDi'TIONED SPACE TO UNCONDITIONED SPACE '9�. 020351 �O Sheathing Size Spaeine(in.) Minimum Number of 8d Gammon Nails Per Support WINDOW �OF NrG`N CAULKING 1x6 or 1x8 Sheathing 12.19.2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 PENETRATION 1x10 or larger Sheathing 12.19.2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 MINIMALLY EXPANDING (ex. EXHAUST VENT) E - Naii spacing at panel edges(in.) POLYURETHANE FOAM OR - F - Nail spacing at intermediate supports in the panel field(in.) CAULKING APPROVED CAULK e r 0 (AROUND WINDOW RSO) 0 C = m 1 For roof sheathing within 4 feet of the perimeter edge of the roof,Including 4 feet on each side of the roof peak,the 4 foot perimeter edge zone attachment requirements PROVIDE WOOD TYVEK®HOMEWRAP® U cJ or FLANGE WRAP TYVEK®INTO - N O shall be used. BLOCKING $ (SEALED TO OPENING&TAPE TO e o z � E N 2 For wind speeds greater than 130 mph,blocking is required which transfers lateral load to two additional joists(3 joists total). MINIMALLY EXPANDING PENETRATION) SILL(ESP.@ CORNERS) N •co m ,0 3 See Table 3,10 for other fastener and sheathing combinations. POLYURETHANE FOAM USING TYVEK®FLEXWRAPTM °z a) - # OR APPROVED CAULK Z o ., M 4 Tabulated values fair 8d common and lOd box nails are applicable to carbon steel nails(bright or galvanized). SEAL/TAPE TYVEK® 11) AROUND PENETRATION LAP&TAPE TYVEK® a 4- -n " co TO FLANGE (USE TYVEK®FLEXWRAPTM ( a o 4, AT JOINTS UPPER SHEET c m ni 0 FOR LARGE OPENINGS) OVER LOWER SHEET) �j s o L ' Z MALL PENETRATION SEAL I NO DETAIL L ° ¢ E Z Table 3.11 Wall Sheathing and Cladding Attachment Exposure � w Requirements for Wind Loads a WinLdg.,1t N.T.S. PENETRATION p w6"1" w 0 Lu Lu 3-sec 40 95 100 105 110 115 120 130 140 150 160 170 180 195 (ex. EXHAUST VENT) 4 Ul N _ � O Q ( f-- O-a-wU see PROVIDE WOOD w v=K-1 wu_FwodQwzw STRUCTURAL SHEATHING BLOCKING& CAULKING ly o Q o MINIMALLY EXPANDING v'~ E F E F E F E F E F E F E F E F E F E F E F E F E F E F ,,, FLANGE z w W N z O I F rn - -.�,_ MINI t Stud Spacing „ y °" POLYURETHANE FOAM (SEALED TO PENETRATION) �X a Q z_, n F Ll Sheathing Location (inches,o.c.) Maximum Nail Spacing for 8d Common Nails or SOd Box Nails(inches,o.c.) "•a _ °�„ " - OR APPROVED CAULK K V w p O~°� W v SEAL/TAPE TYVEK® o `� z n o V 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 - *w- "' F* a AROUND PENETRATION SE FLANGE(USE p z H v z OI v LU z W IntPriorZone 16 6 12 6 12 6 12 6 12 6 12 6,12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 lz �. w' " " s CALK ALL AIR VOIDS(SEAMS) r* w$3 _ O O w O Ul 24 6 12 6 12 6 12 G 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 a- „,""�� _ -, -�� .�*. TYVEK®FLEXWRAP =� Q�,� o p w,�� 12 6 1 Z 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 • "' "' @ ALL PLATES,HEADERS,JACK FOR LARGE OPENINGS) o a w=0 0 Q w 1- o= Perimeter Edge Zone 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 G _ STUDS, ETC. p a Q F z Q o k. LA 24 6 12 G 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 G 6 " ' 4 U NO��0 ly lu wwbz>0 <L0 BOARD SHEATHING or LAP SIDING - j 1.5"INSULATIONCLOSED LDE L TYVEK®HOMEWRAP® zoo-o Ll N t-z u'D o SheathingSize Rafter runs Spacing 3AY lh N O° U 0 0 0 w P 8 Minimum Numberof 8d common Nails or 10d Box Nails CALK ALL AIR VOIDS (SEAMS) Q 0 t-z 0 (inches,o.c.) Per Support a ALL PLATES, HEADERS, JACK LL BOX BEAM/RIM v w w op O z 3 1Y P 1x6orix8Sheathing 12-24 2 2 2 2 2 2 2 2 z 2 2 2 z z JOINTS (UPPER SHEET w w °_-p = STUDS, ETC. JOIST LOCATION LAP&TAPE TYVEK®AT -F w w u w v<V° a0>wx0 RF Ix10 or Larger Sheathing 12-24 3 3 3 3 3 3 3 3 3 3 3 3 3 3 b OVER LOWER SHEET) N IL N? p N T o } E Nail spacing at panel edges(in.) w N n N w z ,.,.... - 0U 00Q�w00 LQ zF_ -=z F - Nail spacing at intermediate supports in the panel field(in.) .. -' I$rG Quw�?OMzOOO . MIN LOSER CELL INSULATION ® ALL BOX V�N-V i a 1 For wall sheathing within 4 feet of the corners,the 4 foot edgezone attachment requirements shall be used, l p Q Q F-w Q BEAM/ RIM JOIST LOCATIONS w w v o w Q?Q ui= 2 Tabulated nail Spacing assumes sheathing attached to stud franing members with 0.42<G<0.49. CALK ALL AIR VOIDS(SEAMS) T_V z=I_S d i F 0 Q 3 For exterior panel siding,gales nized box nails shall be permitted to be substituted for common nails. @ ALL PLATES,HEADERS,JACK Q Q o p 0 0 STUDS,ETC. i. MIN 1.5"CLOSED CELL i SPRAY INSULATION @ ALL BOX BEAM/RIM ALL SEAMS SEALED WITH JOIST LOCATION Table A-3.4 Up1lift Strap Connection Requirements (Roof-to-hail, x sure CLOSED CELL INSULATION Mall-to-Watt,and Wall-to-Foundation) (Prescriptive Alternative to Table 3.4) " SILL GASKET Dead Load Assumptions:Roof/Ceiling Assembly DL= 15 psf CAULK TYVEKO Wind Speed TO CONCRETE i~ 3-3econd gust(mph) 90 95 100 105 110 215 120 130 140 150 160 170 180 195 FOUNDATION WALL (See Figure 1.1) Framing Roof Span PROVIDE REQUIRED GATT Z Number of 8d Common Nails or 10d Box Nails O Spacing(in.) (ft.) in Each End of 1-1/4"x 20 gage Straps Z'3 INSULATION IN WALL CA1/ATIES 12 1 1 1 1 1 1 1 1 1 2 2 2 3 3 3 16 1 1 1 1 1 1 1 1 2 2 2 3 3 3 �a 20 1 1 1 1 1 1 1 2 2 2 3 3 3 4 12 24 1 1 1 1 1 1 1 2 2 2 3 3 4 5 = _ 28 1 1 1 1 1 1 1 2 2 3 3 4 4 5 32 1 1 1 1 1 1 2 2 2 3 3 4 5 6 36 1 1 1 1 1 1 2 2 3 3 4 4 5 6 12 1 1 1 1 1 1 1 2 2 2 2 3 3 4 SE J` L I I ` 5 DETAIL SEAL I I `1/` DETAILS 16 1 1 1 1 1 1 1 2 2 2 3 3 4 4 f"'� �•/ �•/ 20 1 1 1 1 1 1 2 2 2 3 3 4 4 5 N.T.5. N.T.S. 16 24 1 1 1 1 1 1 2 2 3 3 4 4 5 6 28 1 1 1 1 1 2 2 2 3 3 4 5 5 7 ,1 32 1 1 1 1 1 2 2 3 3 4 4 5 6 7 36 1 1 1 1 2 2 2 3 3 4 5 6 7 - n, 12 1 1 1 1 1 1 1 2 2 2 3 3 4 4 1y- i6 1 1 1 1 1 1 2 2 2 3 3 4 4 5 ( } m 20 1 1 1 1 1 2 2 2 3 3 4 4 5 6 19.2 24 1 1 1 1 - 1 2 2 2 3 4 4 5 b 7 � 28 1 1 1 1 2 2 2 3 3 4 5 5 6 - Z � 32 1 1 1 1 2 2 2 3 4 4 5 6 7 - 36 1 1 1 1 2 2 2 3 4 5 6 7 - - `> 12 1 1 1 1 1 1 2 2 2 3 3 4 5 5 O Z W 16 1 1 1 1 1 2 2 2 3 3 4 5 5 6LU 20 1 1 1 1 2 2 2 3 3 4 5 5 6 - Z ( n 0 Z 24 24 1 1 1 1 2 2 2 3 4 4 5 6 7 - O ��g O 28 1 1 1 1 2 2 2 3 4 5 6 - - ^ W 32 1 1 1 2 2 2 3 4 4 5 6 - - — 1 \ 3 36 1 1 1 2 2 2 3 4 5 6 7 - - (� ���---111 V� s 1 W 1 Prescriptive limits are based on assumptions in Table 3.4. Q O 2 Tabulated uplift connection requirements assume a roof and ceiling assembly dead load of 9 psf(0.60 x 15 psf=9 psf). If a ceiling O Q assembly is not present or if the ceiling assembly is not connected to the roof assembly,the tabulated number of nails shall be increased V F- by 1 nail at each end of the strap. 3 Minimum A57M A653 Grade 33 steel strap. 4 For lack rafter uplift connections,use a roof span equal to twice the Jack rafter length.The jack rafter length includes the overhang nO/ length and the j3ck span. l� Q La W lIl � N O Z O < v I i Ln _4_j ■ SEE ROOF 5TRAPPI40 DETAIL ROOF FRAMING CONNECTION OF MULTIPLE Qj PIECES OF TOP-LOADED BEAMS V U • I I�\ I I I I I I I I I I ct a� � 13�4" Width Pieces: �__'-__"__ A � -b CRIPPLE 12" O.G. FIELD U �A iv DOUBLE TOP PLATE * Minimum of 2 rows 16d �11) nails at 12" NAILING ________________ STUDS ( 2 (8d Gom) - n-- -- --IT--IT- p P1inimum of 3 rows 16d (E�/211) nails at 12" 3" O.G. EDGE III n n n n ■ NAI II II II II .-� o.c. for 14" and deeper beams (ad Corr,) ii ii ii ili Q 0 _ z EADER • Nailed connections require an additional row of BLOGKIN6 n II II ,� o II II II INTERIOR: nails when nail size is smaller than specified GYP. BOARD o II II II 'I" O.G. EDGE NAILING N above (minimum 0.131" X 3 2511) (3) 5ivD5 ® CORNER II II II (5D COOLERS) HOLD DOWN BY II II II 10" O.G. FIELD ,� V 3%2" Width Pieces: SIMPSON: II II II (5D COOLERS) JACK II II II 'n STUD ����II HDQB-SD53 t 11 1 FULL LENGTH O Minimum of 2 rows !2 bolts �TMPIOGAL� II II II II 11 U WALL STUDS at 24" o.c. staggered ====_L_==_=IL==1__ FRAMED OPENING FOR NEW -- - ----------- - WINDOW OR EXTERIOR DOOR RED ARy/ F� Additional nailing or bolting may be SHEAR WALL DETAIL required with side-loaded multiple member beams. Refer to current product literature. N.T.5. r= ' '9T 02035'1 — — — — — SHEAR WALL ANALYSIS �OF N�� — 7- _T_ TEXPOSURE: B NOTE: WIND ZONE: 130 MPH o T— UPLIFT CONNECTION 15 REQUIRED WALL HE16HT: IST. FLOOR 8.O', 2ND. FLOOR V-O" AT EACH END OF THE HEADER AND AT W.S.P. PROVIDED: Y2" o z o - m (() NO UPLIFT CONNECTORS BOTTOM OF HEADER STUDS IN ADDITION BUILDING DEPTH: 16.5' v ko N '4 o REQUIRED 7HI5 AREA TO CONNECTORS AT WALL STUDS AND FULL HEIGHT SHEATHING TO BE PROVIDED: 4.5' c M o (V L AND BOTTOM OF CRIPPLES. ., o z L o TAME 5,1'1-A (WFGM-2015) ll1 to I L,BL N z MIN. REQUIRED FULL HE16HT 5HEATHIN6: 4.2' Z p o M # TABLE 5.17-D (WFGM-2015) F� L C) m o W.5.P. (MAX. 24" 571)D SPAGIN6 - BLOCKED) S" EDGE SPAGIN6 (Sd COMMON NAILS) c- 0 o , . . . . '= °' ' 111 6 Ga. STRAP TIES MANUFACTURED Y2" 6YP5UM WALLBOARD z � a a BY SIMPSON STRONG-TIE CONNECTORS USE SIMPSON Z-MAX OR HDG CONNECTORS 7" EDGE 5PAGIN6 (5D COOLER NAILS) ¢ w Z MODEL No. 0516 OR APPROVED EQUIVALENT. TO INCREASE CORROSION RESISTANCE 2:1 ASPECT RATIO (AS PER TABLE 5.25 OF THE 2015 WFGM) FOR ALL HARDWARE IN CONNECTION 5HEATHIN6 ADJUSTMENT FACTOR: .75 STRAP TO HAVE MIN. 12" BEARING ON THE STUD W/ AGQ LUMBER. AND WRAP UNDER SILL PLATE AT FOUNDATION. TABLE 5,1-7-F (WFGM-2015) m ul Q< 11)U o REQUIRED CONNECTION CAPACITY: 5,4124 L55 p o f z ,- W a � 5,424 LB5 x .75 (ADJUSTMENT FACTOR) = 2,1-t45 L55 HOLD DOWN CAPACITY PROVIDED: 5,7715 L55 Q F TLUO-1 NO N Q WALL OPEN I NO STRAFF I NO DETAIL o J J Q�o 0 A.5 N.T.5. ZW0NZ�*LL n m oN�k�3 nW,o° V pz1_1Jzo-�12 W- a o 0 iH�QNN V pInF_� FW�W Q�z_ FQLL� ORW= �1 pQ�~4� zQO Q v (o Q O > Z�iwQlz�O�=�m F dd1YvWWpJ�NvLL, O�OV~OzLlO 1L*0U,"1vxFK If/W N ~ -W W 2 Q Q LU < IY PLL —p = rT L"1,3iL R-20 CLOSED CELL SPRAY FOAM 013 W O Q 20 O 0 JSO W� } NN JJl W INSULATION 7 �y0w7T1VTQ� z 2x4 STUDS o 16"O.G. CONSISTS 5 OF AT LEAST PROTECTION SO Ra 2 LAYS UNDERLAYMENT Q v W-A�O z V w K I/2"GDX PLYWOOD 5HEATHIN6 SEE DETAIL I/A.5 FOR CEMENTED TOGETHER OR A SELF-ADHERING POLYMER / STRAP DETAIL MODIFIED BITUMEN SHEET TO EXTEND A FROM EAVE TYVEK} WRAP EDGE TO A MIN.OF 24"INSIDE THE EXTERIOR WALL W Q Q N W LINE OF THE STWIGTURE U �K Q W 0 �F DZ QQHN0 00 CEDAR SIDING TO BE SELECTED R-W CL05ED CELL SPRAY FOAM 12 2"xb"F.J.• Ib"O.G. 3/`F" �SUBFLOOR 2x5 R.R.• Ib"O.G. 3 2xb G.J.m I6"O.C. '. R-25 BATT NSULATION Xs"GYPSUM WALL BOARD SOLID 2xb AGQ SILL PLATE \` I.?'y �'y !'. ;4''y r, `e HURRICANE ANCHORS MANUFACTURED BLOCKING \ �`•,,/ \f y„/ BY SIMPSON STRON6-TIE CONNECTORS MODEL No.H2A OR TERMITE SHEILD t SILL INSULATION >•,, APPROVED EQUIVALENT AT EVERY RAFTER TO PLATE CONNECTION BOTH %"xI2"HOOKED ANCHOR BOLT / SIDES Z O B'-O"O.G. I I/2"GDX PLYWOOD SHEATHI / \ ASPHALT SHINGLES TO Be SELECTED OVER 2 LAYERS OF 150 ROOFING FELT VINYL SOFFIT / I/ LEAD COATED COPPER DRIP EDGE I / Ixb FASCIA 1� EXIST. FOUNDATION B_WALL I / I- I 4x3 ALUMINUM GUTTER W/5x2 AL1R-2 G LEADER Z CLOSED CELL SPRAY FOAM EE DETAIL I/A.S FOR ANSION JOINT STRAP DETAIL 2x4 STUDS• 1b"O.G. EXIST.16x8 P.GONG.FT6. 2"P.CONG.MUD SLAB 1/2"GDX PLYWOOD SHEATHI a ' c T1'VEK HOUSE WRAP Q CEDAR 51DIN6 TO BE SELECTED 2 FOUNDATION DETAIL ROOF DETA I L 1 1- A.5 A.5 N.T.S. N.T.S. LU } ly zNQ � z � o � o 3: < � � Ov o DL z O � O !7 m ry O ■ Z t0 4 I i i WALL KEY U EXIST TO BE REMOVED .i EXIST TO REMAIN o f NEW WOOD FRAME CNST U � NEW POURED CONCRETE HARD WIRED SMOKE DETECTOR W/ OO BATTERY BAc�<-UP AS PER SECT. R514 OF I RC W/ NY5 5UPP. U �p 80 GEM FAN TO EXTERIOR ® j o HARD WI RED CARBON MONOXIDE a DETECTOR W/ BATTERY BAGK-UP AS PER SECT. R515 OF IF G W/ NYS °�° ono SUPP. 4CE o O FIRE AND LIFE 5 SETNOTES L SMOKE ALARMS SHALL BEE INSTALLED IN THE -OLLOWINO LOGATION5: F ~ I. IN EACH SLEEPING ROOM. 2. OUTSIDE EACH 5EPARATE 5LEEPINO AREA IN THE IMMEDIATE VICINITY OF THE BEDROO`/S. 3. ON EACH ADDITIONAL. STORY OF THE DWELLING, iNGLUDING BASE-NEWTS AND HABITABLE ATTICS AND NOT INCLUDING CRAWL SPACES �FtED ARC. AND 'C UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS W TH S`1-17 LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT �5 0.GEISF LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE =ULL STORY BELOW THE UPPER LEVEL. 4. SMOKE ALARMS SHALL BE INSTALLED NOT LE55 THAN 5 FEET HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER - 5. IONIZATION SMOKE ALARMS SHALL NOT E:E INSTALLED LESS THAN 20 FEET HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING F- APPLIANCE; 10 FEET MINIMUM FOR IONIZATION SMOKE ALARM WITH ALARM 51LENGINO SWITCH; AND 6 FEET MINIMUM FOR A FH070ELE07RIC, 9T 020351 y� SMOKE ALARM � W NEB HEN MORE THAN ONE SMOKE ALARM IS REOUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT THE ALARM DEVIGE5 5-IALL BE � F�F NTERGONNEGTED IN 5JGH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARM5 IN THE INDIVIDUAL UNIT. E r 0 U CARBON MONOXIDE ALARMS SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: L m U " cv I. CARBON MONOXIDE DETECTION SHALL BE INSTALLED IN DWELLING UNITS OUTSIDE OF EAGH SEPARATE SLEEPING AREA IN THE IMMEDIATE � = 7 ca" O VICINITY OF THE BEDROOM5. WHERE A FUEL 5URNINO APPLIANCE IS LOCATED WITHIN A BEDROOM OR ITS ATTACHED BATHROOM, CARBON c x > � E N MONOXIDE DETECTION SHALL BE INSTALLED WITHIN THE BEDROOM EXIST. '� m Z �* o Q 2. ON ANY 5TORY OF A DWELLING UNIT THAT GONTAINS A CARBON MONOXIDE SOURCE SLAB ON Z p GRADE E o � '� o _ 5. COMBINATION CARBON MONOXIDE/SMOKE ALARMS SHALL BE AN ACCEPTABLE ALTERNATIVE TO GARBON MONOXIDE ALARMS. J O °' c J COMBINATION GAREON MONOXIDE/SMOKE ALARMS SHALL BE LISTED IN AGGORDANGE WITH UL 2054 AND UL 21-7 Z L No 'n t a EXCEPTION: SMOKE & CARBON MONOXIDE ALARM5 IN EX1571NO AREAS SHALL NOT BE REOJIRED TO BE INTERCONNECTED AND HARD WIRED A.10 ¢ E WHERE INTERIOR WALL OR GEILINO FINISHES ARE NOT REMOVED TO EXPOSE THE STRUCTURE. L2 Lu Z SMOKE $ CARBON MONOXIDE ALARMS SHALL BE PERMITTED TO BE BATTERY OPERATED WHEN INSTALLED IN 5JILDIN55 WITHOUT COMMERCIAL Li POWER OR AN ON-SITE ELIEGTRIGAL POWER SYSTEM, OR IN BUILDINGS WHERE EXISTING INTERIOR WALL OR CEILING FINISHES ARE NOT -- m �ip a ul � O REMOVED TO EXPOSE THE 5TRJGTURE. O Z~N u W d El O U (Y R SMOKE $ CARBON MONOXIDE ALARMS SHALL NOT BE REOUiRED TO BE INTERCONNECTED WHERE BATTERY OPERATED AL ARM5 ARE lQ'_c{" EX. I Q i o Wp F o�'D-1 PERMITTED. W OIL TANK I W~=W O-T W u X t ill LL �u Lu W D- -A <(y zUzO oy� EXIST. . 0aF0 7 lu WEx H. o STORAGE ; Q UNFINISHED LL BASEMENT I z v III W z �WJWQ$Z��� v xy �'-8/2" e0. QQ J Za z< O O N W - Q�°oz,QNoo'�� -�� EXIST. . 0 1 EX. O Z-3N 5 5WryujoZ=om REG. ROOM XIS X GL. <06�s S.G. 5/4 HR. FIRE °a v i3 3 W°�,m w W d oo RATED DOOR. �Nwo��ozlu° � �-�WNWwdQQ°m N O Qo>W`T_'o E 4 WWWi Woinu UPGRADE ELEC. N~'�°m u t o m POST LOAD PANEL TO 200 AMP UP. z Lu F O D Q o u o o m REPLACE EXIST. W/ ABOVE (TYP.) ¢ lt Q 0 u w 4 o N o (3)I-3/4"xll-I/4" LVL 2 x6 DROPPED BM. wwQwQzQwiZ tags a �; I - q FFaa�NO� 00 N —e--E3 - — E3 E3 G L -- EX GL. -___ REPLACE EXIST. W/ REPLACE EXIST. W/ EXIST. (5)2"xl2" 5'-6" 3-I/2"0 ST. PIPE COL. W/ DROPPED BM. (5)1-5/4"xll-1/4" LVL DROPPED BM. (2)1-5/4"xll-1/4" LVL DROPPED BM. 4"x8" ST. TOP AND BOTTOM _ TO REMAIN I I I 2"x8" F.J. BEARING PLATES SECURED A.lo ® 16" O.G. WITH BOLTS ON 24"x24"x12" (R-25 BATT DP. POURED GONG. FTC. W/ INSULATION) #5 REBAR ® 6" O.G. EACH 7 I 1 I EXIST. TIE NEW FOUNDATION TO EXIST. W/ #4 REBAR DIRECTION ® BOTTOM UNFINISHED z CDOl m BASEMENT ® 24" O.G. VERTICAL; MINIMUM OF 2; MIN 6" N Q 1 IMBEDMENT; MIN 2" COVER; GROUT FILL EXIST. N W u I u l I SOLID (TYPJ SLAB ON _ - 8 POURED GONG. FND WALL GRADE ~ 16"xV P. GONG. FTC. z w N N N W/(2) #4 REBAR W/ j I j I I m 2"x4" KEYWAY r� 1 2" POURED GONG. SLAB fl 6 MIL VAPOR BARRIER; PROVIDE EXPANSION EXIST. 4 O JOINT AT WALLS I i t SLAB ON I NEN = m 4 > GRADE SLAB ON dx- N ® I z I ri 14'-4" CRAWL SPACE C.G. V.I.F. EXIST. 8" GONG. BLOCK ACCESS MIN. 24"xl8" FOUNDATION W/ I6"x5" P. GONG. FTC. B O m A.10 J' Lu FOUNI�)ATION FLAN N Q _ Q Qz SCALE: 1/4" = 1'-0" N O � z O � 4 0 K Iv o Q � v < Q Q W q z O � o Q- z O � � q q w Q- � Q z K WALL KEY Ln C) EXIST TO BE I N P O N 5 G H E D U L E U � EXIST TO RE"'A I N TAG QTY. MANUFACTURER MODEL NUMBER TYPE OLA55 TYPE U-FACTOR SHOO COMMENTS NEW WOOD Fl<:AME GNS A 7 ANDERSEN (400 SERIES) GXWI55 CASEMENT WINDOW DOUBLE PANE, LOW-E 2a .21 *EGRESS WINDOW IN BEDROOM W/ TEMPERED GLASS © 2 ANDERSEN (400 SERIES) CXWI55 CASEMENT WINDOW DOUBLE PANE, LOW-E .21 .2a 4'1 NEW POURED CONCRETE ' © 2 ANDERSEN (400 SERIES) CXW25 CASEMENT WINDOW DOUBLE PANE, LOW-E .211 .2a *EGRE55 WINDOW *"'WINDOW FALL PROTECTION �'+ -v HARD WIRED 'SMOKE DETECTOR W/ OD 5 ANDERSEN (400 SERIES) 015 CASEMENT WINDOW DOUBLE PANE, LOW-E .21bL 2a OO BATTERY BACK-JP AS PER 5EGT. O 2 ANDERSEN (400 SERIES) 015 CASEMENT WINDOW DOUBLE PANE, LOW-E .2a .2a TEMPERED GLAS5 A = �bp R314 OF IRG bN/ NYS SUPP. O I ANDERSEN (400 SERIES) GW15-2 CASEMENT WINDOW DOUBLE PANE, Low-E .2a 2a •,�-i ® aO GFM FAN 'TO EXTERIOR O 5 ANDERSEN 6400 SERIES) OXW14 CASEMENT WINDOW DOUBLE PANE, LOW-E .211 .2a **WINDOW FALL PROTECTION HARD WIRED GARCON MONOXIDE 0 2 ANDERSEN (400 SERIES) A61 CASEMENT WINDOW DOUBLE PANE, LOW-E 2a 28 FIXED WINDOW a DETECTOR W/ BATTERY BACK-UP Q o0 AS PER SECT RS15 OP IRG W/ NYS * THESE UNITS MEET OR EXCEED THE FOLLOWING DIMENSIONS: CLEAR OPENABLE AREA OF 5."I 50. FT., CLEAR OPENABLE WIDTH OF 20 , AND A CLEAR OPENABLE HEIGHT OF 24 ; SILL HEIGHT NOT TO EXCEED 44 A.F.F. � o � ** WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R512.2.1 AND R312.2.2. SUPP. 4-4 t=q o dM- c FIRE AND LIFE SAFETY NOTES Ln SMOKE ALARMS SHALL BE IN57ALLED7) IN THE FOLLOWING LOCATIONS: .--� I. IN EACH SLEEPING ROOM. 2. OU75IDE EACH 5EPARA7E 5LEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. RED ARC 3. ON EACHY D ADDITIONAL STOR OF THE WELLING, INCLUD M ING BASEMENTS AND HABITABLE ATTIG5 AND NOT INCLUDING CRAWL SPAGE5 AND \5 p.GEIgF y�T UNINHABITABLE A77IG5. IN DWELLINGS OR DWELLING UNITS W'TH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT C� �P�� <y9y ��� LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL 15 LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. 4. SMOKE ALARMS SHALL BE INSTALLED NOT LE55 THAN 5 FEET HORIZONTALLY FROM THE DOOR OR OPENING 0" A BATHROOM THAT CONTAINS A BATHTUB OR 5HOWER (n 5. IONIZATION SMOKE ALARMS SHALL NOT B'E INSTALLED LESS THAN 20 FEET HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING 9T� 020357 APPLIANCE; 10 FEET MINIMUM FOR IONIZATION SMOKE ALARM WITH ALARM SILENCING SWITCH; AND 6 FEET MINIMUM FOR A PHOTOELECTRIC OF NE�� SMOKE ALARM WHEN MORE THAN ONE SMOKE ALARM 15 REQUIIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT THE ALARM DEVICES 5HALL BE NTERGONNEGTED IN 5UGH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. Ll r - -- -- - o CARBON MONOXIDE ALARMS SHALL BE PROVIDED IN THE FOLLOWING LOGATION5: U Im m V �o O N cy) O 1. CARBON MONOXIDE DETECTION SHALL BE INSTALLED IN DWELLING UNI75 OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE c 'o a N VICINITY OF THE BEDROOMS. WHERE A FUEL BURNING APPLIANCE IS LOCATED WITHIN A BEDROOM OR ITS ATTACHED BATHROOM, CARBON .,� m z E O MONOXIDE DETEC M TION SHALL BE INSTALLED WITHIN THE BEDROO EXIST. Imo- a o # cmv r� 2. ON ANY 5705Y OF A DWELLING UNIT THAT GONTAIN5 A CARBON MONOXIDE SOURCE. SUN ROOM H L o m o m r 3. COMBINATION CARBON MONOXIDE/SMOKE ALARMS SHALL BE AN AGGEPTABLE ALTERNATIVE TO CARBON MONOXIDE ALARMS. yam- w +� o 5 COMBINATION CARBON MONOXIDE/SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 2054 AND UL 21-7 tl) L o L •• U n a ¢ wEXCEPTION: SMOKE 8 CARBON MONOXIDE ALARMS IN EXISTING AREAS SHALL NOT BE REQUIRED TO BE INTERCONNECTED AND HARD WIRED6'-10" (2 A.10)2"x4" 21 -O z WHERE INTER OR WALL OR GEILING FINISHES ARE NOT REMOVED TO EXPOSE THE 5TRUGTURE. © POST (TYP.) O O O O SMOKE $ CARBON MONOXIDE ALARMS SHALL BE PERMITTED TO BE BATTERY OPERATED WHEN INSTALLED IN BUILDINGS WITHOUT GOMNERGIAL ----- --- _ w Qw 0 F u „ u n - i u C, POWER OR AN ON-SITE ELE_CTRIGA- POWER SYSTEM, OR IN BUILDIN55 W-iERE EXISTING INTERIOR WALL OR G_ILING FINISHES ARE NOT �p _ LL (2 2 xl2 HD 2 2 x8 H - ° REMOVED TO EXPOSE THE 5TRUGTURE. 13'-o" ( ) \\ 6 8 I Q w O~~ DWI EX. EX. �Wo wZ=w000 Ca SMOKE 8 CARBON MONOXIDE ALARMS SHALL NOT BE REQUIRED TO BE INTERCONNECTED WHERE BATTERY OPERATED ALARMS ARE EXIST. I L__ �_i ���� W D Q F N p 11 l° PERMITTED. ( I 1 __ __---- uu �W�(YVWzL BATH 13'-O" ---- o d o m =s a oJ�o-Q�oa°, } ROOM ' `,�. III zwoU z�FLL n EXIST EX 57. . is w F z N m Ca I. ... . . . . . . . . . . . . . . . . . m.' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I KITCHEN - -- _ o' H W lj o p° V m . I I - -- MUD ROOM p-�� zd��z v -� O II VENT HOOD TO _ EXIST, °�z Q=m v N � j u EXIST. v= �° EXIST. I� I EXTERIOR W/ `� BATHROOM EX _ -1 w o=z a o v rr ooWo -� LIVING ROOM v MAKE-UP AIR ' DN. ° w=z I°-Q W o p= tL > BEDROOM � - - p �,_,� N in m pQoHQvWTZQo �I� �1 X ® O�� w �I A5 REQUIRED - ____� EX. <wwoz>opaom Ul ry Q Lu LL WIcV �J -- ---� DN. <060 x w >L EX. yu LIN. ® Q�� � v GL. oN°p�o��ozo d -I X --� IX REF_ "1'-8° WQwxQQdD N �1 Posr AWN I I� N m LOAD IY �_____ --- W� �W�� �p = 4 oo>W�O y� c^v ABOVE EXIST. SEE aFEGOND FLOOR W Q ro w _ J1L22F W- W I LL PLAN ON SHEET A.8 = ° °o J n ° ° Q (TYP.) I EX °w �s ° BATH I I I I O 1" x u u --i N��Q _zp L --J ________ - In Z II --� ----1------1- ------ -- DN. Q°WJFoN�o ~ ROOM ----- - ----- - - -- - - L ------ -_- m (3)PosT UQl-zw�—v o 1 (3)2"x4" I I (3)2 x4 O -----�I---------� 1 --� - c-- I - - ==T=1<pW $id O 8 0 l i ij I l \ ��Q4�NOpP00 POST P05T x x (3)2 x4 (2)2 xl2 BM. — (2)2 xl0 BM. POST Li J G.G. V.I.F. EXIST. cV I — — — — 4�„ 5/8" TYPE X GYPSUM v z \I BM. MIN. . . . .. b" x Q — J EX. G.G. V.I.F. EX15T. . . . . . . . . . . - � [0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . BOARD ON WALL � N I <. . . . . 6 . . . . . 4 BETWEEN HOUSE AND x w m . . . . . . . . . . . . . . . . . . . . . z i GL. BM. MIN. (2)2"x8" . . . . . p �� j Ii iv � ��+ (2)2 x8 I GARAGE. EXTEND THE PULL DOWN STAIRS A.10 BM. „ GYPSUM TO UNDER SIDE O FOR ATTIC ACCESS > (2)2 xl2 FLUSH BM. - -__ Q v La OF ROOF RAFTERS i — 7- -- ---- __ ]�u w X TO BE WEATHER . . . . . . . . . . . . . . . . . . . . . . . Z,) /e"p , O O X OL O 5TRIPPED AND icV i 1 Ip a I x o---I REMOVE EXIST. RIDGE x I'JI� � 1 I � — — = O v INSULATED AS PER [A In O -- -- N -A AND REPLACE W/ (2)2 xl0 12" 51DELITE W/ plies -' N1102.2.4 (SEE ATTIC T — � i 5AFETY GLAZIN FLUSH B.M. SEALING DETAILmX. HANDRAIL 56" HIGH I x II BOTH SIDES X EXIST. SHEET A.4)L. W/ < 4" SPACE Ih LdDINING ROOMIL ILEXIST. BETWEEN BALUSTERS I m <1 rt> > GARAGE -� -� Ul cV a (5)2"x4" (5)2"x4" U~i m i j ® MAX. 8AHIGH RISER; I� m I ,P05T P05T ix 4 0 „ (2)2 xl0 BM. _ (2)1-3/4 xl6 LVL FLUSH BM. __— _ ---- _(5)I-3/4 xlb LVL FLUSH BM. I I- EXIST. w U MIN. a.5 TREAD; _ _ _ _ _ _ _-- _ ---_-- w x x I I 0- (MAINTAIN MIN. 6'-8" _ - - -I= BEDROOM Q N - -- o /// ---- Q p X HEAD CLEARANCE) �� 0 DOUBLE UP EVERY EXIST. THIRD STUD WITH m m iv 5'—4" 5'-o" ��` -- ---- //' NEW FULL HEIGHT STUD FROM EXIST. FLOOR EX. _ NEW EXIST. z--- v O TO UNDERSIDE OF NEW CEILING JOISTS. I OC _ ? - _ ALIGNING WITH EXIST. GARAGE CEILING # (3)2"x4" I I GL. O UP OPEN TO GOVERD PORCH (2)2"x4" d) G.G. V.I.F. EXIST. P05T `� 14R ABOVE P(:2):2xe)" OLD X POST (TYP.) iv ® BM. MIN. (2)2"x6" (2)I-3/4"x'7-I/4" +6� ' EXIST. (2)2 xl2 BM. OWN uI N O (2)2"x8" HDR. TO REMAIN F 20-4 11 LVL HDR. J(2)2"x5" HDR. EX. DN. " HDR. (2)2"x8" HDR (2)2"x5" H R. 41-011---I--31-41f-- I:--31-4"--�-3' 8" � W lo 14'-4" O L lu — � zN Q � o F I R5T FLOOR FLAN - vQz SCALE: 1/4" = P-O" N O z z � a QOLu � OL zlod p !a � O CIA 0 e -� 1K O p N Q 1 WALL KEY o EXIST TO BE REMOVED N I Iv D O N 5 G H E D V ,L E 4s U EXIST TO REMAIN TAG QTY. MANUFACTURER MODEL NUMBER TYPE 6LA55 TYPE U-FACTOR 5HG0 COMMENTS €— NEW WOOD FF<:AME GNST A "I ANDERSEN (400 SERIES) I GXW155 CASEMENT WINDOW DOUBLE PANE, LOW-E .21 .21 *EGRE55 WINDOW IN BEDROOM W/ TEMPERED GLA55 cn ©NEW POURED CONCRETE :2 ANDERSEN (400 SERIES) GXW155 CASEMENT WINDOW DOUBLE PANE, LOW-E .2q .211 ■ �-' © 2 ANDERSEN (400 SERIES) GXW25 CASEMENT WINDOW DOUBLE PANE, LOW-E .21 .2q *EGRESS WINDOW **PIINDOW FALL PROTECTION HARD WIRED `SMOKE DETECTOR W/ 0 3 ANDERSEN (400 SERIES) 013 CASEMENT WINDOW DOUBLE PANE, LOW-E .21 .2q ct u OO BATTERY BAC%K-UP AS PER 5EG7. 0 2 ANDERSEN (400 SERIES) 015 CASEMENT WINDOW DOUBLE PANE, LOW-E .2q .2q TEMPERED GLA55 G.� R514 OF IRG W/ NYS SUPP. O® I ANDERSEN (400 SERIES) GWI3-2 CASEMENT WINDOW DOUBLE PANE, LOW-E 21 2q ..n 80 GFM FAN TO EXTERIOR O 3 ANDERSEN (400 SERIES) GXWI4 CASEMENT WINDOW DOUBLE PANE, LOW-E .2q ,2q «■WINDOW FALL PROTECTION ■ HARD WIRED CARBON MONOXIDE O 2 1 ANDERSEN (400 SERIES) A61 CASEMENT WINDOW DOUBLE PANE, LOW-E .2q .25 FIXED WINDOW a DETECTOR W/ BATTERY BACK-UP THESE UNITS MEET OR EXCEED THE FOLLOWING DIMENSIONS: CLEAR OPENABLE AREA OF 5.7 50. FT., CLEAR OPENABLE WIDTH OF 20", AND A CLEAR OPENABLE HEIGHT OF 24"; SILL HEIGHT NOT TO EXCEED 44" A.F.F. 00 o0 AS PER SECT R515 OF IRG W/ N`rS WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R312.2.1 AND R312.2.2. 14 p O " FIRE AND LIFE SAFETY NOTESF P-45MOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: O ~ I. IN EACH SLEEPING ROOM. 2. OUTSIDE EACH SEPARATE 5LEEPING AREA IN THE IMMEDIATE VICINITY OF THE 5EDROOM5. F-D AR 5. ON EACH ADDITIONAL STOR OF THE EL G G �� LIN , INCLUDING BASEMENTS AND HABITABLE ATTICS AND NOT INCLUDIN CRAWL SPACES AND O.GE1SF UNINHABITABLE ATTICS. IN DWELLINGSD OR WELLING UNI75 WITH SFLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT � �P C�9y Y DW LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL 15 LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL, 4, SMOKE ALARMS SHALL BE INSTALLED NOT LE55 THAN 5 FEET HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER (P - �,. .,'r•J 5. IONIZATION SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 20 FEET HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING 9� 020351 yO APPLIANCE; 10 FEET MINIMUM FOR IONIZATION SMOKE ALARM WITH ALARM SILENCING SWITCH; AND 6 FEET MINIMUM FOR A PHOTOELECTRIC F�F NE`N SMOKE ALARM WHEN MORE THAN ONE SMOKE ALARM 15 REOUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. — -- — — — — — — — — — — — — — — — — — — — — E r U E-' A CARBON MONOXIDE ALARr15 SHALL BE PROVID IN THE FOLLOWING LOCATIONS: L il) O kp O N C. m ^ — Mc', O I. CARBON MONOXIDE DETECTION SHALL BE INSTALLED IN DWELLING UNI75 OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE '0 N VICINITY OF THE BEDROOMS. WHERE A FUEL BURNING APPLIANCE 15 LOCATED WITHIN A BEDROOM OR I715 ATTACHED BATHROOM, CARBON CM C x r E •'j 0 Z ` E D O MONOXIDETECTION SHALL BE INSTALLED WITHIN THE BEDROOM ��- co '1 L a # C:) . L z C- 2. ON ANY STORY OF A DWELLING UNIT THAT CONTAINS A CARBON MONOXIDE 50'URGE. B e F D � -71 A.10 E. m 5. COMBINATION GARBON MONOXIDE/SMOKE ALARMS SHALL BE AN ACCEPTABLE ALTERNATIVE TO CARBON MONOXIDE ALARMS. c� +� a E �I �i i_ n .� Co' U GOMBINAi ON CARBON MONOXIDE/SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 2034 AND U_ 217cl) •• I3 8 z L � � � 111 --------- ------------------ -- - ca EXCEPTION: SMOKE $ CARBON MONOXIDE ALARMS IN EXISTING AREAS SHALL NOT BE REQUIRED TO BE INTERCONNECTED AND HARD WIRED (2)21lx4" — ¢ E z WHERE INTERIOR WALL OR GEILINO FINISHES ARE NOT REMOVED TO EXPOSE THE STRJCTURE• © POST (TYP.) ❑ ❑ El SMOKE 8 CARBON MONOXIDE ALARMS SHALL BE PERMITTED TO BE BATTERY OPERATED WHEN INSTALLED IN BUILDINGS WITHOUT COMMERCIAL — — — — — — — — — — — — — — — — — — — — — — — — — — ~ POWER OR AN ON-517E ELEECTRICAL POWER SYSTEM, OR IN BUILDINGS WHERE EXISTING INTERIOR WALL OR CEILING FINISHES ARE NOT (2)2"xV HDR. — —J �� m Q z O L 01 REMOVED TO EXPOSE THE STRUCTURE. I O w Z~N w � d W p v cl Q [it LA w�=Lu Q SMOKE & GARE30N MONOXIDE ALARMS SHALL NOT BE REQUIRED TO BE INTERCONNECTED WHERE BATTERY OPERATED ALARMS ARE I Q F�Q S p�-�w O PERMITTED. II I I �NOQ 'p< w 2D- �+ I uu zZ�p�= �Q 6 D�o'uwOOzm~ ILI III J I II oNv���wo° aL `t 5'-011� F 10H WALL NEW V I — — — — I I W=1--0Q7L0-zN � � oowo N BEDROOM w I �W�Wv,=ZQ�o� v z 6'-2" HI H WALL Ili QQu�Q��T°Qo I' (ALIGN WALL BELOW) III 5'-0" HIGH CEILING O �d�avww nNo z N �w~4 Jib p�yw,O�NQ �(1Fu1 S OPGED �+ SLI TL E r-- pQC N �Fo n°W��so� tl1 5� II3'-II" (3)2"x4" xLA N d Q Q K w� vww�-E— n_N Q P05T + LL a 5� I O REMOVE EXIST. O (3)2"x4" N ID o °'Lu l-O CD X RIDGE AND VV ((2)2"REOLAGS POST i 7w N a o �x w �=N= FLUSH B.M. ® ADD (2)2"xl2" TO EXIST. 2"x12" RIDGE Q v 1-Z~o w z v o w i - O SEE ROOF PLAN _ _ - _ ~ Lu-'�� 4 dJ 2 x8 G.J. ® I6 O.G. h'- - QQ= Q�wsQ�,� cv x v ON SHEET A. ~ uj w u< N PULL DOWN STAIRS FOR ATTIC 2xl0 R.R. z�tYz$ s� �o ^ 2"x8" G.J. m ACCESS TO BE WEATHER (3)2 x4 IV I O III ® I6' O.G. N STRIPPED AND INSULATED AS = EXIST. 2"xl2" RIDGE I POST 2"xl2" RIDGE I6 O.G. i = -- -- J ------- PER -M 0224-(SEEA7TIC; j SEALINO DETAIL SHEET A 4) . . . . . . . . . . .i. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m v > NEW ( I. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .I. . . . . . . . Q READ IN G — sLOLG I a AREA �% J+ m III I� I \\\ /// ( DN. 14R i� I�� 101 c90 x � m L �L � 4' O� (oilO10 ® III O10 T Ntu N HANDRAIL 36" HIGH RAKE wl-x �I x �0 Y O p (3)2 x4 I W/ < 4 SPACE I I o N III Q j v 0 \ I i POST BETWEEN BALUSTERS SLOPPED - N III 13'-8 GLG. x cV III (oil I X v AllF O I O I �( O HOLD DOWN AT ALL �� N OPEN TO III RAKE 0� EXTERNAL CORNERS { )) L - " BA N BELOW — (2)I-3/4"x'7-1/4" LVL HDR. 1 — — (2)1-3/4"x7-1/4" LVL HDR. TT ROOM — - = = = = - - = = = — Q III - NEW STAIRCASE: H O �ry 2"xb" G.T. ® 161 O.G. _ - MAX. 8" HIGH R15ER; di DD MIN. q.5" TREAD; O? 2"x8" R.R. 2"xb" R.R. J #' dJ I (MAINTAIN MIN. 6'-8" I I O ® I6" O.G. ® 16" O.G. RAKE O HEAD CLEARANCE) 5-8 - 12-4 7-4 W III 8'-0" H15H WALL o III b"0 12'-O" L I iv v 22x8 HDR. IDO _ _ _ — — — — — — — — — — — — — — — — — — — — — — - -� - — — — — — J- — — — — — — — — — — 1 — — — — — — — — — — — — — — E xlu I O (2)2"x4° 1� Cu --- P05T TYP ----- - - - 0'6'-O" 1 -8"--------- - � W 2 DEMO PORTION Oi O W I -O 7-4 OF EXIST. ROOF K 10 27'-4" A.lo J L 1 n� = 13 la SECOND FLOORS ROOF PLAN z N Q z 50ALE: 1/4" = I'-O" *kv N cl o C, DI, o < o � tu 0- _z D Lu Q � � N O j O � v I � i � N V � V 4-4 � rC Zcn U ■ V U 6j Q� 'b b � z A.l 1 � o Lu Q d� �L x ^ 0 ■ -----=i ----------------------------- cl F-� cp - - - - - - - - - - - -- - - � — =�J I � c� — — — GRIGK� "x4" R.R. — c III ( ® 16" O.C. 5i 12 MIN. I �+ Ln PITCH cn (2)2"XIO"'ION FLAT. o.H. j ( LAY OVEt VALLEY VX166" R.R. ® 16" O.G. 2"XIO" R.R. 6 I6" O.G. F-D A C �� =.= IIa . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . w I� '9 020351 p J �0 0 � z T�OF NEB REMOVE ALL EXIST. o w v ROOFING MATERIALS CN IY INCLUDING SHEATHING p Eo "— — — — — Z BELOW NEW ROOF i I- - - - II X II ,o � MON m r " I I I Q ry o z -o E O O.H. 1 - # r�I U ( �----- ------ -_ ------ ---------=----- d e 4 v C v > F- � o2 o� - +' c 2"x8" R.R. ® 16" O.G. z ? `o U) m �; c Q O N L _ N z :L; kn 2"xlo" R.R. 2"xl0" R.R. ® 16" O.C. N UX ¢ E co -, w 16,10.0. �? O IZ l_ �C,�FNu t� v I Dwww2-FwooO Q s to LkX=F-D_ y 1 W, LL To III wLDOF J�p`(��l zwuNz���� n m ��wuwQOzmo W U w c,, Y I'-O" I I 4- zW�Q u O.H. =°3QvoQ= 2"xl0" R.R. ® I6" O.C. 2"xl0" R.R. a 16" O.G. �'� °<o o<Q o d° Qu wFw Qom II I ,�wwgz>oo F w vOO LL III II II ( o�wFoWt ° yam �- - - - — � L - - - - - - _ � — — — —,— O.H. I0W-,f =N=o° tu --- ---p - --------------- bvuQ<~zQ<Y, !Y aQQpwQ ;o- 4 -� =�QQF-,00=o° p 4A.10 } f1� ROOF PLAN SCALE: 1/4" = 1'-0" F5105.1 ROOF EXTENSION. OPEN VENT PIPES THAT EXTEND THROUGH A ROOF SHALL BE TERMINATED NOT LESS THAN 6 INCHES (152 4"FRESH AIR VENT MM) ABOVE THE ROOF OR & INCHES 052 MM) ABOVE THE ANTICIPATED SNOW ACCUMULATION, WHICHEVER O J THROUGH ROOF IS OREA T ER. WHERE A ROOF IS TO BE USED FOR ASSEMBLY, AS A PROMENADE, OBSERVATION DECK OR z SUNBATHING DECK OR FOR SIMILAR PURPOSES, OPEN VENT PIPES SHALL TERMINATE NOT LESS THAN -I FEET (2154 MM) ABOVE THE ROOF. �ll Q P5105.2 FROST CLOSURE. p I WHERE THE 1173-PERCEN7 VALUE FOR OUTSIDE DESIGN TEMPERATURE IS O°F (-18°G) OR LESS, VENT EXTENSIONS TH W ROUGH A ROOF OR ALL SHALL BE NOT LESS THAN 5 INCHES (16 MM) IN DIAMETER. ANY 2-BATHROOM ---_T_-; INCREASE IN THE SIZE OF THE VENT SHALL BE MADE NOT LESS THAN I FOOT (504.8 MM) INSIDE THE NOTE, # THERMAL ENVELOPE OF THE BUILDINO. ALL GAS PIPING TO BE INSTALLED 1 j AS PER RESIDENTIAL CODE OF NEW YORK STATE CHAPTER 24 2"I I 12" j COORDINATE W/ MANUF. SPECS TABLE P3201.7 i I V2" i FOR ALL NEW GAS PIPE VIA. SECOND 1 --� I I I FLOOR I I SIZE OF TRAPS FOR PLUMB SIZES 8 LENGTHS (TYPICAL) PLUMBING FIXTURES p I A PLUMBING FIXTURE TRAP SIZE RANGE p GAS METER BY UTILITY (SUBJECT O L N EXIST,BATHROOM 2' 15. 2" EX15T,KITCHEN MINIMUM 3/4„ m TO APPROVAL BY NATIONAL _--r- LI--_ GRID, BY PLUMBING CONTRACTOR) > m --- I i - (Inches) l I REPLACE 1 1 REPLACE BATHTUB (WITH OR WITHOUT SHOWER HEAD AND/OR -I/2 u N Q O EXIST. I EXIST. 1-3/4 HIRLPOOL ATTACHMENTS) M W z t l }- 1 BIDET -I/4 V t I v2" i i flw FIRST FLOOR LINE O Z z FIRST I CLOTHES WASHER STANDPIPE 2 MANUAL SHUT-OFF O FLOOR DISHWASHER (ON SEPARATE TRAP) 1-1/2 VALVE (TYPICAL) GAS GAS SERVICE Z cn C.o. 2 2 G.o. GOGK FROM UTILITY O FLOOR DRAIN 2 Q KITCHEN SINK (ONE OR TWO TRAPS, WITH ORIL I-i/2 W �AJ RISER D I AORAM THOUT DISHWASHER AND FOOD WASTE DISPOSER) O LAUNDRY 7U8 (ONE OR MORE COMzAR7MEN75) 1-1/2 N.T.S. O CONNECT TO EXIST. LAVATORY SANITARY SYSTEM SHOWER (BASED ON THE TOTAL FLOW RATE THROJOH O z PLUM I NC RISER s�� D I�C fiZ�M SHOWERHEADS AND �3 BODYSPRAYS) FLOW RATE: 5.7 GPM AND LE55 1-1/2 OL p N.T.S. MORE THAN 5.7 OPM UP TO 12.E OPM 2 MORE THAN 12.5 OPM UP TO 25.8 OPM 5 MORE THAN 25.8 GPM UP TO 55.6 OPM 4 p}ll W FOR 51: I INCH = 25.4 MM. 0 N z IZ 4 z -W► X � Q N p 1 U Ln C) � o U 1-3/4"xl4" LVL RIDGE 4-4 n R-38 OL05ED CELL SPRAY FOAM ■ (2)2"x5" ON FLAT, LAY OVER VALLEY I U U cci � A.3 T.O. NEW ROOF _ \\ ELEV. 55.37' 1 0 ASPHALT SHINGLES TO BE 12 SELECTED OVER 2 LAYERS OF 12 r+ I5# ROOFING FELT, 1/2" PLYWOOD00 D ^ e 211x8" R.R. ® 16" O.G. 12 NEW 4x3 ALUMINUM GUTTER W/ 3x2 3C::�' ATTIC N ALUMINUM LEADER TO BE SELECTED T.O. NEW 2S2 FL_. CLG. _ - u O_ ELEV. 45.11' 3 2"x8" G.J. ® I6" O.G. FLA5HIN5 "' O T.O. WINDOW - ---- � / GALV. MTL. J015T HANGERS ELEV. 47.38' 1 - a 2"x4" STUDS ® 16" O.G. Tr � ---------- -®-m---- -----------_ (2)1-3/4"xl I-1/4" LVL FLUSH BM. ------------- -------------- - R-20 CLOSED CELL SPRAY FOAM - RED q 1/2 COX PLYWOOD SHEATHING NEw EXIST. 2"x10" R.R. ® 16" O.G. C7 ARC TYVEK HOUSE WHAP READING DEMO PORTION OF EXIST. CEILING ��� P��o.GEisE��q AREA EXIST. r CEDAR SIDING TO BE SELECTED -I (3)I-3/4"xll-I/4" LVL FLUSH BM. ATTIC NIrk T.O. NEW 2N2 FLOOR 2"xl2" F.J. ® I6" O.G. FLEA. 40.71' .x.; i n n n n n n n n n n n 9TF 02035'1 �0 T.O. EXIST. Ifa FL. GLG. I _ ELEV. 3q.67 CF NEB T.O. WINDOW DEMO CEILING JOISTS EXIST. 2"x5" G.J. ® 16" O.G. ELEV. 55.54' (2)1-3/4"xll-1/4" LVL FLUSH BM. 0 R-38 CLOSED CELL SPRAY FOAM ! o CDr, = i" U U) C.> - 1� N '� 11/ O 2"xl0" R.R. ® 16" O.G. EX. EXIST. ^ - ; g O CD ry GL. HALLWAY CM o Z .0 EXIST. 2"x4" STUDS ® 16" O.G. Fes- acni a� _ # Z cm " •, r' Q E 4- `� � y F L o m 0 EXIST. 2"xl2" F.J. ® 16" O.G. m o —� (� L 0 1, t a T.O. EXIST./ NEW F FLOOR ELEV. 31.67' --- - O ¢ co w z T.O. EXIST. LOWEST GRADE (2)2"x12" FLUSH Bm. IQP ELEV. 2-1.2' - - (3)2"x12" FLUSH BM. u_ EXIST. GONG. BLOCK FOUNDATION EXI5T. w W UNFINISHED BASEMENT zizi yQz� x�° �aoo�m~ tu w z �N2 Iw-�Jtflw�� �L °zFO- n_��z v dw_dQ?ppwp W =H�Q�NUQfQFpNi � QQLU Q�<WZQ~ v 0 Q �o��� Z��oz�oo=°m SECTION A oNao�0°QN�w Q° O'Owzl�0� SCALE: 1/4" = I'-O" '*Nu°� °30� Ui �u-wwIYQQ� wN�3w�wplYaN a 0>w=o° u-°X� � uC,",— t O WNNpQ�WWpO QOw-i�ON00 w 1)Q Q�� I LIw�LI�IQ AI X L FQQ�viOQ�O� METAL STANDING SEAM ROOF TO BE SELECTED OVER 2 LAYERS OF I5# ROOFING FELT, 1/2" PLYWOOD 2"x8" R.R. ® 16, O.G. 4x3 ALUMINUM GUTTER W/ 3x2 1 p`'3 ALUMINUM LEADER TO BE SELECTED T.O. EXIST. ROOF 0.5 FLASHING �l ELEV. 47.37' f R-55 CLOSED CELL SPRAY FOAM f \ R-20 01-05ED CELL SPRAY FOAM R-38 CLOSED CELL SPRAY FOAM / EXIST. 2"xl2 RIDGE # /L EXIST. 2 xi0 R.R. 0I6 DEMO PORTION OF EXIST.O.G. CEILING T.O. EXIST. 151 FL. GLG. _----�_- s-==--��_�- �_-------- _______________ __ �� (K ELEV. 3Q.67' - - � ��_____- --- _- T.O._WINDOW _ _ QI III s -DEMO EXIST. CEILING R-55 OL05ED CELL 5PRAY FOAM dj ELEV. 38.34 II (2)1-3/4"xl6" LVL FLUSH BM. III EXIST. 2"xi0" R.R. ® I6" O.G. 2 x4 STUDS ® I6 O.G. H II I EXIST. 2„xb„ G.J. ® I6„ O.G. I I R-20 CLOSED CELL SPRAY FOAM EX15T. HI ' 1/2" GDX PLYWOOD SHEATHING DINING a11 II EXIST. DEMO EXIST. WALL QI y KITCHEN �p TYVEK HOUSE WHAP ROOM �I 4 dl II 2 x8 F.J. ® I6 O.G. II IIly CEDAR SIDING TO BE SELECTED II II I -2BATT__INSULATION ON h u HI I R j 2 x12 F.J. ® l6 O.G. Z X T.O. EXIST./ NEW FLOOR ELEV 31.67 A3 QQ Lu Z T.O. EXIST. LOWEST GRADE GALV. MTL. JOIST HANGERS O EXIST. — O REPLACEE I T. W/ TERMITE SHIELD 8 SILL INSULATION (2)I-3/4"xll-1/4" LVL DROPPED EXIST. ~ X z G.G. V.I.F. EXIST. 8 GONG. BLOCK BM UNFINISHED (� lU v O GONG. FTC. EXIST. BASEMENTLu FOUNDATION W/ I6 x8 P. Q O 2" POURED GONG. SLAB 6 0)MIL VAPOR BARRIER; UNFINISHED v PROVIDE F-XFAN51ON JOINT AT WALLS BASEMENT O EXIST. GONG. BLOCK FOUNDATION O 1� 3: L I I L I SECTION 5 o m SCALE: 1/4" = P-0" c`)v v' z O AO z • oo E) � I O U U � 4-4 Z u U e U U s-a U c7s T.O. NEW ROOF _ ELEV. 55.3-7' °O DC � ASPHALT SHINGLES TO BE 12 ❑ 3'�..i p SELECTED OVER 2 LAYERS OF / 15# ROOFING FELT, 1/2" PLYWOOD 12❑❑ ��� _ 12 en 4x3 ALUMINUM GUTTER W/ 3x2 ALUMINUM LEADER TO BE SELECTED METAL STANDING SEAM ROOF TO BE / SELECTED OVER 2 LAYERS OF T.O. NEW 2h12 FL. CLG. _ / / \ 15# ROOFING FELT, 1/2" PLYWOOD 114-1 ELEV. 48.'71' T.O. WINDOW r-- - - I — -- �� -� � �DEARC � — C9 AID sF� ELEV. 47.36' \ ---------------T - - —---------------- 12 I FLASHING (TYF.) I I -+--- ❑ - '�_ � 9TF 020351 y� CEDAR SIDING TO BE SELECTED - - — — — 7— OF NIE c�Vrk T.O. NEW 2N2 FLOORVrJ ELEV. 40.71' I I -.-� -..--- - ---- ---------- ---------- - �� �--- -- E T.O. EXIST. 1== FL. GLC. V. ELE 34.67' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - co ' �_ N '� v � c T.O. WINDOW _ - -- -- ^ > 7 E 0 - I —-II I --- I ❑❑❑ I I I •oNEr+ m.wor--I za 'v� t�o #LOML mOELEV. 38.34 Oy co L— — 75 0- LL I L J -- -- -- I L J O co - I —— —— ¢ w Z T.O. EXIST./ NEW_ 15T FLOORfl�T ro o m o MCP ELEV. 31.67 -- - - - - - - - - - - L - 11 11 La two 6'6K� IU =w zw OO��db�00 T.O._EXIST. LOWEST GRADE ELEV. tu v��Ow�°zm° tu Oz�V �?n viz V i�Oi�1TLY,�TIOi�I W iQu�i�00mFpNi � pw�iQ Z.y C, v L1Qju QyW��QO <W o p z Q o p Q O m 7ov 'O 0Fw~QN�iU QN �Oy�zOwO u_Fu, nwwaaa°°� tJl wn'5�w�a�a�* Q 0 NONF�z°1°W o }' ij o �p I�V�N°��Jwi00z QvwZFOU zO�L will k)r i 7Qw$� p QQ �u-SlY1F-O �F �NOcl�00 T.O. NEW ROOF _ ELEV. 55.37' -- — - -- O ASPHALT SHINGLES TO BE SELECTED OVER 2 LAYERS OF -- -- 15# ROOFING FELT, 1/2" PLYWOOD W.. T.O. NEW 2B2 FL. CLG. p ELEV. 48.71' T.O. WINDOW -- ELEV. 47.38' FLASHING (TYF) CEDAR 51DING TO BE SELECTED N T.O. NEW 2h2 FLOOR -- ELEV. 40.71' T.O. EXIST. 151 FL. 01-5. _ >_ Cn V. 311.67' w T.O. WINDOW Lu l� ELEV. 36.34' No1U Lj z '� 0 T.O. EXIST./ NEW 151 FLOOR ELEV. 31.67' !_l n W T.O. EX15T. LOWEST GRADE Z ELEV. 2c1.2' — 1� 2ND. FRONT ELEVATION p lu 50ALE: 1/4" = 1'-0" O N z Q 11 z_ -L5► O p p � I a 4 � U U 4-a cj _ T.O. NEW ROOF r" ELEV. 55.57' H 00 co r/ 12 ASPHALT SHINGLES TO BE � -, SELECTED OVER 2 LAYERS OF 4-4 \12 15# ROOFING FELT, 1/2" PLYWOOD � O Ln �3 4x3 ALUMINUM GUTTER W/ 3x2F - 4� ALUMINUM LEADER TO BE SELECTED ,� u T.O. NEW 2S2 FL. GLG. _— -- - _-.._--.-_LL_:= • - - - - - - - - - - - - 1 _ T.O. WINDOW tEo A/�C,S, ELEV. 47.55' ---------------------- / E �T \ p.GETS / FLASHING (TYP.) / CEDAR SIDING TO BE SELECTED .N •' 020351 T.O. NEW 2b2 FLOOR F NE ELEV. 40.71' I � - - - - - - - - _ T.O. EXIST. 151 FL. GLG. -— • U ■!� J-T-L--LIL - - - J- - - - - - - - - - - ELEV. 39.67 o w o m - -- — T.O. WINDOW � ^ N N !- �i - - ELEV. 5e>. 4' X r o 3 O •ymZ � O in Ll o m .. ,o I I �� RE o .Q w � E z T.O. EXIST./ NEW IfzT FLOOR > w Q w o ELEV. 31.67' n o° ';�,u Q VOYo .019va l� w LLF �W�W��W000 p o °o ImW�w T.O. EXIST. LOWEST GRADE lL!ILy° m =3 0 2a ELEV. .2' D_N A a ° o ° � FQU�Q=W0. ��U F-FZwFmF. �2'u1uwQOz W Ti- ° d - yR ELEVATION W= OVlW °ao SCALE: 1/4" 1'-0" Q o ,nWNgw>Oo=om zo>>�W QNvi� °QW �02w' zzw0 v�WwQ LFWv,wW�QQ�° 111 v �� 4 -o- a -Q = o � Q Q~W K Q Q QQr uiOQ�00 Q T.O. NEW ROOF ELEV. 55.37' --- - i-� - -- - --- ASPHALT SHINGLES TO BE SELECTED OVER 2 LAYERS OF 15# ROOFING FELT, 1/2" PLYWOOD z ------ ---- --- - -- — -- —_---- ------------- _ T.O. NE_W 2� FL. GLG. ELEV. Q 48.71' WINDOW \ ELEV. 47.5e) \\\ \ - CEDAR SIDING TO BE SELECTED FLASHING (TYP) -\ T.O. NEW 2ll2 FLOOR N �--T— — ELEV. 40.71' LH _ T.O. EXIST. Ifa FL. GLG. O L m ELEV. 59.67'T.O. WINDOW i_ - \\ - - ELEV. 5a.54' u - - 4x3 ALUMINUM GUTTER W/ 5x2 — Q z ALUMINUM LEADER TO BE SELECTED O O - - - L- - _J Z ' O Lu � O z T.O. EXIST./ NEW 151 FLOOR Q ELEV. T.O. EXIST. LOWEST GRADE ELEV. 21.2' O z_ Q�Q � Q 511E ELEVATION o w SCALE: 1/4" = 1'-0" z a z 0 0 Q TN1: fe Compliance Certificate Project Information Project Title: Poduszczak Residence Energy Code: 2018 IECC Location: Cutchogue,New York Construction Type: Single Family Project Type: Addition Project Sub Type: None Glazing Area: 19% Climate Zone: 4a(5572 HDD) Project No: 1762427 All Electric: false Is Renewable: false Has Battery: false Has Charger: false Has Heat Pump false Construction Site: Owner/Agent: Designer/Contractor: 50 Eastwood Drive RO.Box 871 Cutchogue,NY 11935 Mark D.Geiselman Architect,PC Long Beach,NY 11561 516-432-0918 Project Notes: Report Title: Poduszczak Residence Report Date: 9/29/25, 8:58 AM 1 of 11 Envelope Assemblies Prop. Req. Assembly Gross Area or Cavity Cont. U- U- Prop. Req. Perimeter R-Value R-Value Factor/ Factor/ UA UA F-Factor F-Factor Hot Roof:Cathedral 975 38.0 0.0 0.027 0.026 26 25 Ceiling Floor:All-Wood 75 25.0 0.0 0.038 0.047 3 4 Joist/Truss Wall:Wood Frame, 790 20.0 0.0 0.059 0.060 38 38 16"o.c. Window:Wood 127 0.290 0.320 37 41 Frame SHGC:0.29 Window 1:Wood 24 0.290 0.320 7 8 Frame SHGC:0.28 cornipliance� Passes using UA trade-off Co-mialiance:43%Better Than Code Max UA: Your UA: Max.SHGC: �� .29 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. Compliance Statement D ARC, The proposed building design described here is consiste 4tui ecifications,and other calculations submitted with the permit application.The proposed b s b esig eet the 2018 IECC requirements in REScheck-Web and to comply with the mandatory req a nts ' RES a Inspection Checklist. Mark D. Geiselman, AIA (P 10/01/2025 Name-Title Sig NEVI Date Report Title: Poduszczak Residence Report Date: 9/29/25, 8:58 AM 2 of 11 Inspection Checklist Energy Code:2018 IECC Requirements:100%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. Pre-Inspection/Plan Review Section Plans Field # i Verified ` Verified &Req.ID , Pre Inspection/Plan Review. Value s'. Value Complies? Comments/Assumptions .; 103.1, Construction drawings and Q Complies 103.2 documentation demonstrate [PR1]1 energy code compliance for the QDoes Not building envelope.Thermal Y )Comply envelope represented on i, Not construction documents, servable Not {_ Pupplicable 103.1, Construction drawings and [ Q Complies Location on plans/spec: 103.2, documentation demonstrate Does Not not applicable 403.7 energy code compliance for Q [PR3]1 lighting and mechanical 4 Comply systems.Systems serving n Not multiple dwelling units must C Y Observable demonstrate compliance with Not the IECC Commercial Provisions. Pplicable 3021 Heating and cooling equipment Heating: Heating: Q Complies Location on plans/spec: 403 7 is sized per AC Manual S Btu/hr Btu/hr not applicable [PR2]2 based on loads calculated per Does Not ACCA Manual I or other methods Comply j approved by the code official. Cooling: Cooling: (�Not Btu/hr Btu/hr servable Not pplicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 . ` Low Impact(Tier 3) Report Title: Poduszczak Residence Report Date: 9/29/25, 8:58 AM 3 of 11 Foundation Inspection Section ) &Req.ID Foundation Inspection Complies?> { CommentslAssumptions 303 2.1 j A protective covering is installed to O Complies Exception:Requirement is not applicable. [F011]z" protect exposed exterior insulation and extends a minimum of 6 in.below Does Not grade. Imply Not servable (�Not pplicable 403 9` Snow-and ice-melting system controls Complies Exception:Requirement is not applicable. [FO12]z, installed. (�Does Not Comply iii ��Not Uservable n Not 1 pplicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2. Medium Impact(Tier 2) 3. .... Low Impact(Tier 3) Report Title: Poduszczak Residence Report Date: 9/29/25, 8:58 AM 4 of 11 Framing / Rough-In Inspection Section ( f Plans ? F.ield # Framing/Rough In ` r i Verified Verified &,Req.ID t Inspection, : Value Value l Complies2 Comments/Assumpt�ons:Si 402.1.1, Glazing U-factor(area-weighted U( U O Complies See the Envelope 402.3.1, average). 1J Assemblies table for 402.3.3. Does Not values 402.5 amply [FR2)1 Not servable ]�Not pplicable 402.4.1.1 Air barrier and thermal barrier t Complies [FR23)1 installed per manufacturer's instructions. (('��Does Not Pomply Not l servable (�Not pplicable 402.4.3 Fenestration that is not site built O Complies [FR20)1 is listed and labeled as meeting AAMA/WDMA/CSA Does Not 101/l.S.2/A440 or has infiltration i amply rates per NFRC 400 that do not exceed code limits. Not (—)Not Applicable 402 4.S.ir .3�IC-rated recessed lighting ? Q Complies Exception:Requirement [FR16Iz fixtures sealed at a is not applicable. housing/interior finish and ((��Does Not labeled to indicate s2.0 cfm �-OmPIY leakage at 75 Pa. Not ❑(� Uservable Apot Nplicable 403.3.1 Supply and return ducts in attics O Complies Location on plans/spec: [FR12)1 insulated>=R-8 where duct is Does Not not applicable >=3 inches in diameter and Q >=R-6 where<3 inches. `amply Supply and return ducts in other l n Not Portions of the building servable insulated>=R-6 for diameter >=3 inches and R-4.2 for<3 j ((]]Not inches in diameter. ` « pplicable 403.3.2 Ducts,air handlers and filter Complies Exception:Requirement [FR13)1 boxes are sealed with is not applicable. joints/seams compliant with Does Not International Mechanical Code amply or International Residential Not Code,as applicable. servable ONot plicable 403.3.5 1 Building cavities are not used as Complies [FR1512 i ducts or plenums. (�]Does Not Comply PNot servable Not pplicable 403.4 HVAC pipings conveying fluids R I R� Q Complies Exception:Requirement [FR17]z ; above 105-F or chilled fluids f is not applicable. below 55 QF are insulated to zR- Does Not 3. amply UNot nn servable l PNot plicable Report Title: Poduszczak Residence Report Date: 9/29/25, 8:58 AM 5 of 11 Section ) Plans 1' Fieltl ' y # Framing/Rough In Verified 1 Verifletl &Req ID } inspectionti Value Value comphes� {Comments/Assumptrons ; � � 403.4.1 Protection of insulation on HVAC O Complies Exception:Requirement [FR24]1 piping. n Does Not is not applicable. r a omPly i servable Not pplicable 403 5 3:t Hot water pipes are insulated to R f f R Complies Exception:Requirement zR-3. u [�]Does Not is not applicable. Comply Not servable PNot pplicable 403 6 1 Automatic or gravity dampers Complies [FR19]z ]are installed on all outdoor air (�Does Not intakes and exhausts. , i omply u Not servable t (]Not -plicable 303.1.3 LI-factors of fenestration _)Complies [FR4]1 products are determined in accordance with the NFRC test Does Not procedure or taken from the PO default table. , Q Not Observable Not pplicable Additional Comments/Assumptions: 1. High Impact(Tier 1) 2 Medium Impact(Tier 2) Low Impact(Tier 3) Report Title: Poduszczak Residence Report Date: 9/29/25, 8:58 AM 6 of 11 Insulation Inspection Section Plans `' Field # t Verified Verified &Req ID r Insulation Inspection ) Value Value i 'Compiles? Comments/Assumptions.-� 303.1,- j All installed insulation is labeled Complies [IN13]2 i or the installed R-values Does Not provided. {{ Pmply ObNot servable PPNot plicable a i 402.1.1, Floor insulation R-value. R f1 R f1 Complies See the Envelope 402.2.6 l� 11 Assemblies table for [IN1]1 O Wood D Wood Does Not omply values Q Steel 0 Steel Not ((�� Uservable Not pplicable 303.2. Floor insulation installed per Complies 402.2.8 manufacturer's instructions and Does Not [IN2]1 in substantial contact with the ;- underside of the subfloor,or r, comply floor framing cavity insulation is ((��Not in contact with the top side of �Tiservable sheathing,or continuous insulation is installed on the Not underside of floor framing and r pplicable extends from the bottom to the top of all perimeter floor ,r,' framing members. -01 402.1.1, Wall insulation R-value.If this is Complies See the Envelope 402.2.5. a mass wall with at least 1/2 of R R O Does Not Assemblies table for 402.2.6 the wall insulation on the wall Wood Wood values [IN3]1 exteriorrequirement applies the r(FRIO). Q n O Mass Mass (]omply Not Steel Steel Observable Not pplicable 303.2 Wall insulation is installed per Complies [IN4]1 manufacturer's instructions. Does Not Comply Not k a. servable Not � ppl cable Additional Comments/Assumptions: 1 1 High Impact(Tier 1) 2 - Medium Impact(Tier 2) 3- Low Impact(Tier 3) Report Title: Poduszczak Residence Report Date: 9/29/25. 8:58 AM 7 of 11 Final Inspection Provisions section I plans Verified ' i, Verified &Reg.ID i Flrial inspection Provisions: ( : .Value ? 'Value Complles� Comments/Assumptions;*' 402.1.1, Ceiling insulation R-value. R� R(-� Complies See the Envelope 402.2.1. L� Assemblies table for 402.2.2, Q Wood 0 Wood Does Not values 402.2.6 omply [FI1]1 0 Steel 0Steel Not (� Uservable l�Not pplicable 303.1.1.1. Ceiling insulation installed per Complies 303.2 manufacturer's instructions. [FI2]1 Blown insulation marked every Does Not 300 ft', omply ((��Not j �56servable Not Applicable 403 12•x Heat pump thermostat installed E Complies Exception:Requirement i[1`I10]2 on heat pumps. Does Not is not applicable. Pmply gNot servable Not 1pplicable 403 5.1 {Circulating service hot water [ Q Complies Exception:Requirement [Fill]z systems have automatic or Does Not is not applicable. accessible manual controls. 0 comply ❑Not s Observable Not pplicable 403 6 1;` ` All mechanical ventilation Q Complies Exception:Requirement [FI2512' system fans not part of tested Does Not is not applicable. and listed HVAC equipment !meet efficacy and air flow limits amply � 1 per Table R403.6.1. I Not . 9servable n Not pplicable 403 2 Hot water boilers supplying heat , Complies Exception:Requirement [FI26f ]z '; s`;through one-or two-pipe a is not applicable. heating systems have outdoor Does Not +setback control to lower boiler omply water temperature based on '�]Not ;1 outdoor temperature. observable } ApNot plicable 403.5.1.1 Heated water circulation Q Complies Exception:Requirement [FI28]z „ systems have a circulation is not applicable. pump.The system return pipe is Does Not a dedicated return pipe or a s omply cold water supply pipe,Gravity Not (1 and thermos-syphon circulation servable systems are not present. Controls for circulating hot Not water system pumps start the pplicable j pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403 5 1.3 z Electric heat trace systems 0 Complies Exception:Requirement [F129]?, , comply with IEEE 515 1 or UL is not applicable. 1515.Controls automatically Does Not adjust the energy input to the amply heat tracing to maintain the nNot desired water temperature in servable the piping. Not �](ppl able Report Title: Poduszczak Residence Report Date: 9/29/25, 8:58 AM 8 of 11 Sectwrf [ Plans Fie ; # &Re D ; Final Ins ection Provisions Value [ Vag lue Com lie p is/Assumptions. ' p s? t:Commen _. 403 5 2 Demand recirculation water Comp lies Exce tion Requirement [FI30]z systems have controls that ? is not applicable. manage operation of the pump Does Not and limit the temperature of the omply water entering the cold water i Not piping to<=104W. ;` Pservable Not 403 5 4 = Drain water heat recovery units F ! Complies Exception:Requirement [F131]� tested in accordance with CSA is not applicable. 855.1.Potable water-side Does Not pressure loss of drain water Comply heat recovery units<3 psi for (�Not individual units connected to Pservable one or two showers.Potable „water-side pressure loss of drain Not water heat recovery units<2 Pplicable psi for individual units connected to three or more € showers. 404.1 90%or more of permanent j r t, Complies Location on plans/spec: [FI6]1 lam p s fixtures have high efficacy r not applicable Does Not omply Not i56servable Ppp Not { licable 404 11 Fuel gas lighting systems have Complies Exception:Requirement [p123]3 no continuous pilot light. Does Not is not applicable. Pmply (--]Not ` Observable (�Not pplicable 401 3 Compliance.certificate posted. x Q Complies UCDoes Not omply Q Not 4 Observable PpNot plicable 303 3 I Manufacturer manuals for Complies [FI1873 mechanical and water heating systems have been provided. Does Not Comply Not servable Not _+ Pp plicable 402 2 3 Vented attics with air_permeable O Complies (F122]2 insulation include baffle adjacent to soffit and eave j Does Not vents that extends over 1 omply insulation. t Not servable QNot plicable 402.2.4 Attic access hatch and door RR(� Complies [F1311 insulation zR-value of the l� Does Not adjacent assembly. omply UNot ((�� servable PNot plicable 402.4.1.2 Blower door test @ 50 Pa.<=5 ACH 50= ACH 50= Q Complies [F]17]1 ach in Climate Zones 1-2,and<= (�]Does Not 3 ach in Climate Zones 3-8. Comply Not servable PNot plicable Report Title: Poduszczak Residence Report Date: 9/29/25, 8:58 AM 9 of 11 Section Plans Field l # Verified Verifletl ; &Req.ID Final Inspection on s Value Value comp6e53 I comments/Assumptions". 403.3.3 Ducts are pressure tested to O Complies Exception:Requirement [FI2711 determine air leakage with is not applicable. either:Rough-in test:Total cfm/100 ft2 cfm/100 ft2 Does Not leakage measured with a omply pressure differential of 0.1 inch Not w.g.across the system including servable the manufacturer's air handler Not enclosure if installed at time of test.Postconstruction test:Total pplicable leakage measured with a pressure differential of 0.1 inch w.g.across the entire system including the manufacturer's air handler enclosure. 403.3.4 Duct tightness test result of Complies Exception:Requirement [FI411 <=4 cfm/100 ft2 across the t_J is not applicable. system or<=3 cfm/100 ft2 cfm/100 ft2 cfm/100 ft2 Does Not without air handler @"25 Pa.For omply rough-in tests,verification may Not need to occur during Framing servable Inspection. PpNot pplicable 403.3.2.1 Air handler leakage designated # O Complies Exception:Requirement [F12411 by manufacturer at<=2/o of is not applicable. design air flow. (�]Does Not Comply ((��l Not r �56servable Not - pplicable 403`l.l = Programmable thermostats Q Complies Exception:Requirement [FI9]� •� installed for control of primary is not applicable. heating and cooling systems QQ Does Not and initially set by.manufacturer comply to code specifications. Not 2servable [�Not pplicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2', Medium Impact(Tier 2) 3: Low Impact(Tier 3) Report Title: Poduszczak Residence Report Date: 9/29/25, 8:58 AM 10 of 11 2018 IECC Energy Efficiency Certificate Insulation Rating 111-Vallue Above-Grade Wall 20.00 Below-Grade Wall 0.00 Floor 25.00 Ceiling/Roof 38.00 Ductwork(unconditioned spaces): _ r . . Window 0.29 0.29 Door 0.00 Skylight 0.00 CoolingHeating & Heating System: Cooling System: Water Heater: Signature Name: Date: Comments: Report Title: Poduszczak Residence Report Date: 9/29/25, 8:58 AM 11 of 11 RF$check�-;W :b..' Compliance Certificate Project Information Project Title: Rl Poduszczak Residence Energy Code: 2018 IECC Location: Cutchogue,New York Construction Type: Single Family Project Type: Addition Project Sub Type: None Glazing Area: 12% Climate Zone: 4a(5572 HDD) Project No: 1847522 All Electric: false Is Renewable: false Has Battery: false Has Charger: false Has Heat Pump false Construction Site: Owner/Agent: Designer/Contractor: 50 Eastwood Drive P.O.Box 871 Cutchogue,NY 11935 Mark D.Geiselman Architect,PC Long Beach,NY 11561 516-432-0918 Project Notes: Report Title: R1_Poduszczak Residence Report Date: 3/23/26, 6:26 AM 1 of 11 Envelope Assemblies Prop. Req. Assembly Gross Area or Cavity Cont. U- U- Prop. Req. Perimeter R-Value R-Value Factor/ Factor/ UA UA F-Factor F-Factor Hot Roof:Cathedral 2370 38.0 0.0 0.027 0.026 64 62 Ceiling Floor:All-Wood joist/Truss 75 25.0 0.0 0.038 0.047 3 4 Wall:Wood Frame,16" 2484 20.0 0.0 0.059 0.060 120 123 O.C. Window:Wood Frame 306 0.300 0.320 92 98 SHGC:0.31 Window 1:Wood Frame 14 0,290 0.320 4 4 SHGC:0.31 Window 2:Vinyl Frame 20 0.270 0.320 5 6 SHGC:0.34 Door 1:Solid Door(under 36 0.270 0.320 10 12 50%glazing) Door:Glass Door(over 64 0.300 0.320 19 20 50%glazing) SHGC:0.26 Wall 1:Solid Concrete or 983 15.0 0.0 0.078 0.087 76 84 Masonry Insulation position: Interior Insulation Window 3:Vinyl Frame 14 0.290 0.320 4 4 SHGC:0.31 Compliance: passes Using UA tradle-off Compliance:4.a%Better Than Code M.ax UA: Your UA: Max SHGC': ur SHGC: •0 0e i 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. Compliance Statement o°ESRc,S,�� The proposed building design described here is wi bu s,specifications,and other calculations submitted with the permit application.The pro s buil b des ne to meet the 2018 IECC requirements in REScheck-Web and to comply with the mandat ry r quir th RE heck Inspection Checklist. Mark D. Geiselman, AIA N9 0 03/24/2026 Name-Title Nrmll Date Report Title: R1_Poduszczak Residence Report Date: 3/23/26, 6:26 AM 2 of 11 Inspection Checklist Energy Code:2016 IECC Requirements:100%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. Pre-Inspection/Plan Review Section Plans Field + # I Verified "Verified s &Ricim , Pre Inspection/Plan Review Value `Value r.; Coniplies� T Comments/Assumptions I d 103.1. Construction drawings and ` Complies 103.2 documentation demonstrate [PR1)1 ener y code compliance for the Does Not building envelope.Thermal omply envelope represented on Not construction documents. OTiservable Ppl�able 103.1, Construction drawings and Complies Location on plans/spec: 103.2, documentation demonstrate 403.7 energy code compliance for Q Does Not not applicable [PR3)1 lighting and mechanical Comply systems.Systems serving t Not multiple dwelling units must servable demonstrate compliance with Not the IECC Commercial Provisions (�( { Pplicable 302.1, Heating and cooling equipment Heating: Heating: Q Complies Location on plans/spec: 403.7 is sized per ACCA INanual S Btu/hr Btu/hr not applicable [PR2]2. based on loads calculated per Does Not ACCA Manual I or other methods Comply approved by the code official. Cooling: Cooling: ((��Not Btu/hr Btu/hr Rservable PpNot plicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 "­1 Medium Impact(Tier 2) 3' Low Impact(Tier 3) Report Title: R1_Poduszczak Residence Report Date: 3/23/26, 6:26 AM 3 of 11 Foundation Inspection Section I '' #: &ReclA t Foundation Inspection Complies ` CommentslAssumptions 303.2.1 ?A protective covering is installed to O Complies Exception:Requirement is not applicable. protect exposed exterior insulation and Does Not extends a minimum of 6 in.below grade. omply Not 75fiservable n Not pplicable .4619 Snow-and ice-melting system controls Q Complies Exception:Requirement is not applicable. [FO12]z installed. Does Not Pmply RNot (� servable ONot plicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2-" < Medium Impact(Tier 2) 3, Low Impact(Ter 3) Report Title: R1_Poduszczak Residence Report Date: 3/23/26, 6:26 AM 4 of 11 Framing / Rough-In Inspection Section ; Plans Fieid # ' Fram[ng/Ro'g' In veri ed Verified Inspection ,Value Value i Complies?" 1•,Comments/Assumptions'. 402.1.1. Door U-factor. U U f� I Q Complies See the Envelope n 402.3 4 �1 Does Not Assemblies table for [FR11 omply values Not servable PNot pplicable 402.1.1, Glazing U-factor(area-weighted U U(� + Complies See the Envelope 402.3.1, average). 1� I Does Not Assemblies table for 402.3.3, values 402.5 omply [FR2]1 Not servable Not pplicable 402.4.1.1 Air barrier and thermal barrier Complies [FR23]1 installed per manufacturer's instructions. r Does Not comply IF Not btservable "j�Not pplicable 402.4.3 Fenestration that is not site built { Q Complies [FR20]1 is listed and labeled as meeting 33 AAMA/WDMA/CSA f Does Not 101/I.S.2/A440 or has infiltration Comply rates per NFRC 400 that do notEl Not exceed code limits. 333 servable PpNot pplicable 402 4.5; "' IC-rated recessed lighting 'C1 Complies Exception:Requirement [FR16]2 fixtures sealed at is not applicable. housing/interior finish and Does Not labeled to indicate s2.0 cfm omply leakage at 75 Pa, Not ,t Observable N of Applicable 403.3.1 Supply and return ducts in attics Q Complies Location on plans/spec: [FR12]1 insulated>=R-8 where duct is not applicable >=3 inches in diameter and Does Not >=R-6 where<3 inches. omply Supply and return ducts in other Not Portions of the building servable insulated>=R-6 for diameter Y >=3 inches and R-4.2 for<3 Not inches in diameter, j�plicable a 403.3.2 Ducts,air handlers and filter — Q Complies Exception:Requirement [FR13]1 boxes are sealed with ;€ ;w - •,, is not applicable. joints/seams compliant with ]Q Does Not International Mechanical Code Comply or International Residential Not Code,as applicable. Mservable ( ((��jj Not pplicable 403.3.5 Building cavities are not used as Complies [FR15]3 ducts or plenums. Does Not tp Pmply t ONot Observable (�Not r pplicable Report Title: R1_Poduszczak Residence Report Date: 3/23/26, 6:26 AM 5 of 11 Section Plans Field # Framing/Rough In Verified - Verified &Req.ID # Inspection ] Value ! Value 1 Complies? s Comments/Assumptions 403:4 HVAC piping conveying fluids Complies Exception:Requirement [FR17]2 above 105 F or chilled fluids R� R� is not applicable. below 55 QF are insulated to aR- Q Does Not 3. P omply Not servable Not pplicable 403.4.1 Protection of insulation on HVAC 0 Complies Exception:Requirement [FR24]1 piping. Does Not is not applicable. Comply UNot servable ? Not Op Not 403.5.3• Hot water pipes are insulated to l R� R(� Complies Exception:Requirement -[FR18]2 zR-3. 1 Does Not is not applicable. omply 9(�]Not servable Not pplicable 403.6 i Automatic or gravity dampers s Q Complies [FR19]z are installed on all outdoor air intakes and exhausts. Does Not i Pmply 2Not (�]servable Ppliocable 303.1.3 U-factors of fenestration Q Complies [FR4]1 products are determined in accordance with the NFRC test (�]Does Not procedure or taken from the Comply default table. i Not Uservable OpNot plicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 '= Medium Impact(Tier 2) 3 Low Impact(Tier 3) Report Title: R1_Poduszczak Residence Report Date: 3/23126, 6:26 AM 6 of 11 Insulation Inspection Section Plans Field i # Verified Verified &.Req:ID `Insulation Inspection ,'Value i 'Value j Complies? ""Comments/Assumptions 303.1 All installed insulation is labeled 1❑Complies [IN13)2 or the installed R-values provided. (� Co Does Not mply �Not servable (�Not pplicable 402.1.1. Floor insulation R-value. R f� R� ❑Complies See the Envelope 402.2.6 1� Assemblies table for [IN111 ❑Wood ❑Wood P mply Does Not values Co ❑Steel ❑Steel Not ((�� Rservable Not pplicable 303.2, Floor insulation installed per 1 ❑Complies 402.2.8 manufacturer's instructions and k j Does Not [IN2)1 in substantial contact with the underside of the subfloor,or Pmply floor framing cavity insulation is Not in contact with the top side of Observable sheathing,or continuous { insulation is installed on the (�Not underside of floor framing and pplicable extends from the bottom to the top of all perimeter floor framing members. 402.1.1, Wall insulation R-value.If this is Complies See the Envelope 402.2.5, a mass wall with at least 1/2 of R 1-J R(�� ❑ Assemblies table for 402.2.6 the wall insulation on the wall ❑Wood ❑Wood ❑Does Not values [IN3)1 exterior,the exterior insulation mply requirement applies(FR10). El Mass ❑Mass CoNot ❑Steel ❑Steel i56servable PNot plicable 303.2 Wall insulation is installed per ❑Complies [IN4)1 manufacturer's instructions. (�]Does Not Comply Not servable PNot pplicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 77 Medium Impact(Tier 2) 3. Low Impact(Tier 3) Report Title: R1 Poduszczak Residence Report Date: 3/23/26, 6:26 AM 7 of 11 Final Inspection Provisions I Section I Plans Field ; ! # Verified Verified &Req.ID Final Inspection Provisions; Value Value E Compties� ,Comments/Assumptions. 402.1.1. Ceiling insulation R-value. R(--1 R= Complies See the Envelope 402.2.1. L-J Assemblies table for 402.2.2, Wood Wood []Does Not values 402.2.6 Comply [Fill' Steel Steel (�Not Observable ]�Not pplicable 303.1.1.1, Ceiling insulation installed per 0 Complies 303.2 manufacturer's instructions. [FI2]' Blown insulation marked every Does Not 300 ftz. omply (�l Not Oservable 0 Not pplicable 403 1.2 Heat pump thermostat installed ] Complies Exception:Requirement [FI103z' on heat pumps. E is not applicable. p Does Not Pmply Not l servable Not pplicable 403 5.1._ „�Circulating service hot water j Q Complies Exception:Requirement [F11112 systems have automatic or 1 is not applicable. accessible manual controls. Does Not t Pmply tQNot Observable j ONot plicable f � a 403 6,1,' All mechanical ventilation Z, I Complies Exception:Requirement [1`I25]2`; system fans not part of tested Does Not is not applicable. and listed HVAC equipment Q meet efficacyy and air flow limits �'- Comply per Table R403.6.1. j�l Not j Rservable } # Not �E pplicable 403.2 Hot water boilers supplying heat Complies Exception:Requirement [F126]2 through one-or two-pipe is not applicable. heating systems have outdoor Does Not setback control to lower boiler omply water temperature based on Not outdoor temperature. servable j INot Pplicable 403.5.11, Heated water circulation ;, Complies Exception:Requirement systems have a circulation is not applicable. pump.The system return pipe is Does Not a dedicated return pipe or a omply cold water supply pipe.Gravity ; 3 Not and thermos-syphon circulation servable systems are not present. Controls for circulating hot I n Not water system pumps start the pplicable pump with signal for hot water demand within the occupancy. j Controls automatically turn off l the pump when water is in ! 1 circulation loop is at set-point temperature and no demand for ` hot water exists. 403.5.1.2 Electric heat trace syystems [. Complies Exception:Requirement [FI29]2 comply with IEEE 515.1 or UL F is not applicable. 515.Controls automatically 1 Does Not adjust the energy input to the omply heat tracing to maintain the ((��Not desired water temperature in j Uservable the piping. Not pplicable Report Title: R1 Poduszczak Residence Report Date: 3/23/26, 6:26 AM 8 of 11 Section ! -"Plans Field 3' # .Verified, Verified &Req.ID { Final Inspection Provisions I °Value Value ',. Complies? °Comments/Assumptions; 403.5.2 Demand recirculation water Complies Exception:Requirement [FI30]2 systems have controls that - l is not applicable. manage operation of the pump QQ Does Not and limit the temperature of the Umply water entering the cold water piping to<=1049F. UNotNotser able n Not j pplicable 403.5.4 Drain water heat recovery units Complies Exception:Requirement [FI31]2 tested in accordance with CSA is not applicable. B55.1.Potable water-side Does Not pressure loss of drain water omply heat recovery.units<3 psi for (�Not individual units connected to 9servable one or two showers.Potable Not water-side pressure loss of drain water heat recovery units<2 pplicable psi for individual units connected to three or more showers. 404.1 90%or more of permanent 0 Complies Location on plans/spec: [FI611 fixtures have high efficacy not applicable lamps. Does Not omply Not 1 servable [�Not J pplicable 404.1.1 Fuel gas lighting systems have II Q Complies Exception:Requirement [FI23.]3. no continuous pilot light. Does Not is not applicable. Amply Not servable PNot pplicable 401.3 Compliance certificate posted. Complies [F17]2 Does Not Po mply R(�j Not servable n Not pplicable 303:3 Manufacturer manuals for Complies [FI18]3 mechanical and water heating systems have been provided. ((��Does Not comply RNot servable j Woo ppl!cable 402.2.3 Vented attics with air permeable I Q Complies [M2]2 insulation include baffle + O Does Not adjacent to soffit and eave vents that extends over mply j insulation. Not (] Uservable ` [ ]Not Pp 402.2.4 Attic access hatch and door R R O Complies [FI311 insulation aR-value of the Does Not adjacent assembly. omply Q Not Observable PNot plicable 402.4.1.2 Blower door test Pa.<=5 AC AC Complies [FI171I17]1 ach in Climate Zones 1-2,and ( s Not �]Doe <=3 ach in Climate Zones 3-8. Doe omply Not servable [�Not pplicable Report Title: R1_Poduszczak Residence Report Date: 3/23/26, 6:26 AM 9 of 11 "Section p Plans Fieltl ( ! # Verified i :Verified $ &Reg.ID Final Inspection Provisions Value Value Complies? ;Comments/Assumptions' 403.3.3 Ducts are pressure tested to O Complies Exception:Requirement [FI2711 determine air leakage with is not applicable. either:Rough-in test:Total cfm/100 ft2 cfm/100 ft2 (�Does Not leakage measured with a comply pressure differential of 0.1 inch Not w.g,across the system including servable the manufacturer's air handler (�Not enclosure if installed at time of X test.Postconstruction test:Total pplicable leakage measured with a pressure differential of 0.1 inch w.g.across the entire system including the manufacturer's air handler enclosure. 403.3.4 Duct tightness test result of Complies Exception:Requirement [FI4)1 <=4 cfm/100 ft2 across the is not applicable. system or<=3 cfm/100 ft2 cfm/100 ft2 cfm/100 ft2 Does Not without air handler @ 25 Pa.For Pmply rough-in tests,verification may Not need to occur during Framing servable Inspection. PpNot pplicable 403.3.2.1 Air handler leakage designated Q Complies Exception:Requirement [FI2411 by manufacturer at<=2/a of is not applicable. design air flow. []Does Not comply Not servable �Not plicable 403.1,1 Programmable thermostats i Complies Exception:Requirement [FI9]1. installed for control of primary is not applicable. heating and cooling systems Does Not and initially set by manufacturer omply to code specifications. Not (� 9servable � Not Pplicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2-'".;." Medium Impact(Tier 2) 3' Low Impact(Tier 3) Report Title: R1_Poduszczak Residence Report Date: 3/23/26, 6:26 AM 10 of 11 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 20.00 Below-Grade Wall 0.00 Floor 25.00 Ceiling/Roof 38.00 Ductwork(unconditioned spaces): _ Glass & D. . Window 0.30 0.32 Door 0.30 0.26 Skylight 0.00 . . Heating System: Cooling System: Water Heater: Sigriature Name: Date: Comments: Report Title: R1_Poduszczak Residence Report Date: 3/23/26, 6:26 AM 11 of 11 -zs )[0 - �31(6 ZON I NO INFORMATION i w , A rIMIDE T � o THIS 15 AN ARCHITECTS PLOT PLAN 15 TOWN OF SOUTHOLD SUBJECT TO VERIFICATION BY A � q� l�_\mil �_ f� /fpC V ■ SGTM# 1000-I10-3-16 ---►--d� ` 1'�ty LICENSED SURVEYOR. INFORMATION OBTAIN FROM SURVEY PREPARED BY: ZONE: R-40 REQUIRED EXISTING PROPOSED 41 - d PINNACLE LAND SURVEYOR5 LLP LOT AREA 40,000 5a.FT. 22,55(o 5a.FT. EXISTING A SURVEY DATE: 4-17-2025 LOT WIDTH 150 FT. 151.65 FT. EXISTING LOT DEPTH 1-15 FT. 160 FT. EXISTING + 21.24 FRONT YARD 50 FT. 55.8 FT. EXISTING Fes"° 2ND. FRONT YARD 35 FT. 45.5 FT. EXISTING ROAp -{-/{> 24 N REAR (MIN) 15 FT. 25.4 FT. EXISTING a CutctwWeNY„935 b' • �j O MIDWOOD I `� BUILDING HEIGHT 55 FT. 15.0 FT. 21.1-1 FT. -�- 26.83 `� OH __- LOT COVERAGE 20 Rb 11.61 9 1 EXISTING / 22.77 v OH F.A.R. 5055 5a.FT. 2055 5Q.FT. 3,I01 5Q.FT. �„� � L0 � / 2-4�01�''�`� 11-4 + :29.24 lb' 25. 9 - '-- 25.3 \ EXIST. FIRST FLOOR 2 312 S.F. ��' 4 ..� o OH i 26 89 MONUMENT EXIST. FRONT COVERED PORCH C125 S.F. - 6-7 S.F. FOR 15T. FL. ADDITION) 58 S.F. f 9fl M -I- 31.15 / Ec -,-�-% � FOUND + 22.36 DEMO REAR ENCLOSED PORCH 7.713z6.76 WOODED ((216 S.F.))28.61 -OK __ � 27.42 + 27.0 -+-22.84 EXIST. 2ND. FRONT STOOP (02 S.F.)) n _ ( PROP. FIRST FLOOR ADDITION 67 S.F. 9� ���' O _ 30.90 ... �"' 28,6 0 ) ( PROP. SECOND FLOOR ADDITIONI 672 5.F. �' r-) --� / 29.7 ' MONUMENT // V3 p DRYWELL FOUND �� J VO x 12' FT. ( i LOCATION MA 0.6'}�c6,liW WELL � C' EtED AR HEAD O U, Chi a \\ \OO Li + 28.9 CONCRETE I DRAIN>4GE CALCULATIONS: SCALE: N.T.S. �� �,�o. F4 �- Q DRIVEWAY L- ` L TEST HOLE 34.83 I ROOF AREA: 2,55-1 5F. Mr-DONALD OE05ERVIGE5 - -� --- � to I DATE: 5-2a-2025 29.07 I 28.8 54\ (o DE51GN CRITERIA: D COVER N CD 2.1 �--- 29.24, \\ • I �NA�ASPRecAsr FRAME REWIRED) (OR GRATE�AS REQUIRED) ,s:r %%(1" CAMPBELL FOUNDRY No.1009 2 RAINFALL: O.Ib"1 / Q' 6 I 1 , f ROOF: 1.0 O 1 OR MIN s CamsEs LJJ BROWN SANDY LOAM OL OF BRICK �N�� 9T 02035'1 yO v ' \ 29.3-� / R 0 + 27.' r 241 > 2A51 x 0.I67 x 1.0 = 4"r.12 OF OF STORA66E RECUIRED - 0.51 FiNlsx/ED GRADE CWGRETE SLAB OF N � 11 \ I / 33.2'GF=29.34 55.8 26.0 24.03 N 4-1"►.12 GF / 42.24 OF = 1I.2ci FT NOTES.' STOOP GARAGE ' 4.1.E I. TYPE T°POOLS HE/a/T AND WDn/OF SEC PONS AS CAPACITY PROVIDED: DRYWELL 8'� x 12 FT EFFECTIVE DEPTH (506.88 OF) BROWN SILTY SAND SM REW/RED•wcxU0lNc COHL.Yt£1E FoonNc REiNFax.ED M WALL I N 4"� VG SDR 35 ( - _ {_ -• (WiEN A SLAB AND MANHOLE COVER , BW 34.1 I 3 O' - - - - - - 2. MINIMUM OF 1D'BETIWEN PDLYS ° Mf/£N BASIN LS SET TO F/N/SHED GRADE 0 r11-- 0 7 w ( 0 DRAT GE PIPE FILTER -1 AU PDOLs UNDER PAVEMENT TO HA SURFACE O o LO rn m n I .• FABRIC ACCESS 0 ' N •,1 O 37.9 + 29 of I 3 I/4 PITCH (TYP.) 0 a _ _ _ _ _ _ _ ALL OTHER LEAa//NG Pods TD HAVE POS�nw � 34.2 + 1,6 ri ' 1 N �✓ O' ,{�-�, . -- 4• SURFACC ACCES£ � x � E N0 2 lit PRECAST STgRA/DRAlN R/NGS 3'MIN, 5 ANY DRA/NAGf 51RUClURES/HSTALL£D INTH/N R.D.W. SHALL "� m `riR . ®®®®®mm®p CO Zvi BE 10 B MAX AND SHALL/NCORPORATE FM17NO RING .. O c2.0 0 - N r. I 0 Cal AR TO BE F- N CD # g' �" cT. ¢ -} 28.4 PALE BROWN FINE SAND SP m®®®®m mm CRAVE[. DR i c fiLTFR FABRIC REWIRED '`• i• i; z p 0 i' 0 O J '\ p \ I Clan m Cm®®®®®m® SHED SIDNE .V .j L o M - o w ^ ~ W � �= M (n FF- PROP. mm®®®®mmm rrM1M1 j o °' t C v� IST. FLOOR ( z N 0- a N N 31.67 � e� �NaW r R cavav£1E FoonNc p i r��R 2 z L C7�'o c� e;1o'oR 11 aA J I O CD I E S7RUCTURE Sa,IED O ¢ w Z F- a "' ca U O 29.38 ADDITION ' 0 1 z �'J C] w r� � - I7.0' �� BAWnLt MA?MAL R)BE � a CLEAN SAND AND GRAVEL 0 I I _ \ 3 PROP. INTERIO r -� 34.5 + 29.5 - - - - \ ALTERATIONS 27.4 �I 25.04 + 25.32 REMOVF ALL aAY AS REaNRED Accwc Br�/LDnvc Q y ° \ I t11) � (V NO WATER ENCOUNTERED o o�z�-`��� U O PROP. N ly o p \. I UNDERL"NG SAND AND GRA I&I STRATA Z WALL R Q 2ND. FLOORft- 37.8 , ADDITION IG o°om �° B 36.5 \ \ 1 �z�QQ�w2=w m o.sw � L HINC i�00LLa �� ° 0 I + 29.1 zw0NLL ��~w~= 33 03 35.2 29.3 2912 \ oN�W�� nwo� aL Q -� N.T.S. u N°WQozro W OU7 YN 0.6 I �L== �vW�NJI v OD � � ROOF AREA: 2 85l Sf. �w��Qzwo�z O O \ \ �� 29.2 LOCATION OF EXIST. I o W = TW 41.4 N.T.S. d w -Q w o 0 'I TW 38.7 v� oo SANITARY SYSTEM \ Q Q 9 Q lr<,=z Q o -- BW 37.7 - Q�NwFor[0_10 BW 37.7 rn\ WOODED ~ m TW 38.7 U.J \ BW 38.0 MONUMENT MONUMENT 38.0 4,2 + J1.8 \ FOUND I z w z FOUND - -f 3 .3 �8,4 �=ww�dx°Kos dl FE VINYL FENCE WIRE FENCE VINYL FENCE FE o ~w-ww�QQ� { 26.19 -{ 26.69 w N�w�w0�°-- U1~N LZ 1 H tV ON- 0.4S 0.2'S oo��o�* o'9E S 5T42'00" W X60.00' �1 I ZW�� °�'�Wo� m MAP LOT TAX LOT 15 I w �Qs�4�wQdn I up zQ 2 �FQQHnO�HO°° p I I < -{- 27.29 + 27.65 W O w FLO T PLAN W SCALE: I" = 20'-0" z v O N m N o m w F- } i - ---.45 0 J-T E. I 1 O EL. 33.11' - � - N 1- VR. 1.�1 - A O z O O z I AVR. � EL. 2�.56 O ' O EL 26- .78 v � � O N L O ~ � z 28.4' 45.3' 55.8' 62.0' (� < Q O Lu 51G`r PLANE D I AO RAM: SOUTH TO NORTH F-LE\/ATI ON 5KY' PLANE D I AORAM: EAST TO k4EST ELE\/AT I ON < O v SCALE: 1/16" = 1'-0" SCALE: 1/16" = I'-Oil a- z p t� w CD N zkn Z Q < Z W < V 11 O < 0 p _j Ll GENERAL CONDITIONS FIREPLACE ASPHALT ROOF SHINGLES ADDITION/ALTERATION COMPLIANCE ULn UNLESS OTERSE NOTED, GENERAL FIREPLACES AND CHIMNEYS SHALL BE INSTALLED AS PER SECTION R�105.2 OF STATEM �ENT o H WI w CONDITIONS OF OWNER CONTRACTOR DESIGNED AND CONSTRUCTED AS PER THE RESIDENTIAL CODE OF N.Y.5. ALL AGREEMENT - SMALL FR'OJEGTS EDI710PN, CHAPTER 10 OF THE 2020 RESIDENTIAL 5LOPED ROOF SHINGLES SHALL BE THE EXISTING PLUMBING SYSTEM IS U e AIA DOCUMEN7-A105-2017 SHALL APPLY. CODE OF NY5. FIREPLACE OPENING AND GAF-GLASS-A ASPHALT ROOF SHINGLES CAPABLE OF HANDLING THE IMPOSED THE GON7RAG70R SHALL OBTAIN FLUE SIZE To BE A5 INDICATED ON OR APPROVED EQUAL. SHINGLES SHALL LOAD5 OF THE PROPOSED ADDITION(S) / .--4 >-4 -f.- Iri GER7IFIGATE OF OCCUPANCY. DRAWINGS. PROVIDE OUTSIDE BE APPLIED OVER I5# ASPHALT FELT ALTERA710N(5). Ua SU55TI71J7IONS SHOULD U D NOT BE MADE COMBUSTION AIR WITH D A AMPER EACH WITH GAF-WEATHER-WATG4 ICE AND 4--4 WITHOUT WRITTEN AUTHORIZATION BY THIE SIDE FOR A TOTAL RECOVERY GAPAGITY WATER BARRIER APPLIES AT EAVES, THE EX1571N0 ELEGTRIGAL SYSTEM TO BE ARGHITEGT. THE PREMISES SHALL BE OF 150 GFM MIN. TIGHT FITTING DAMPER VALLEYS AND FLASHING, ROOFING UPGRADED TO HANDLE THE IMPOSED LOADS KEPT REASONABLY GLEAN AT ALL 71ME'S. OR GLASS DOORS AS PER SECTION CONTRACTOR TO PROVIDE ALL FLASHING OF THE PROPOSED ADDITION(5) / 4-4 AT THE COMPLETION OF WORK, THE NII02.4.2 OF THE 2020 RESIDENTIAL NECE55ARY FOR A WATERTIGHT, ALTERA710W5). GONTRAG70R SHALL REMOVE ALL WA57E CODE OF NY5. FIREBOX TO BE WEATHERPROOF JOB. ROOFING 15 TO BE MATERIALS, TOOLS, RUBBISH, ETC., GLEAN COMPLETELY LINED WITH FIREBRICK. APPLIED IN 57RIG7 ACCORDANCE WITH THE EXISTING HEATING SYSTEM IS CAPABLE •n C GLASS AND LEAVE WORK BROOM GLEAN PROVIDE MIN. 8" FIREPLACE WALL THE MANUFAC7URE5 SPECIFICATIONS. OF HANDLING THE IMPOSED LOADS OF THE N UNLESS OTHERWISE SPECIFIED. THE 7HICKNE55 WITH 2" NON COMBUSTIBLE CON7RAG71OR SHALL SUPPLY DOLOR PROPOSED A7-)7-)I710N(S) / AL7ERA7ION(S). e CONTRACTOR SHALL CARRY WORKMAWS FIRESTOPING BETWEEN COMBUSTIBLE SAMPLES of THE SHINGLES FOR OWNER'S ti COMPENSATION AND GENERAL LIA511-171r WOOD FRAME CONSTRUCTION. APPROVAL, PRIOR TO INSTALLATION. THE EXISTING STRUCTURAL SYSTEM TO BE ■ NSURANCE. ALL SHALL COMPLY WITH UPGRADED TO HANDLE THE IMPOSED LOADS 00 OF THE PROPOSED ADDITION(5) / `.--� O STATE AND LOCAL CODES AND FOUNDATION WATERPROOFING INSULATION (S). ORDINANCES. THE GONTRAGTOR SHOULD INSTALL TWO LAYERS OF TROWELED AL TERATIO ON ALL EXTERIOR WALLS AND ROOFS SHALL N � FULLY GUARANTEE H15 WORK AND THE FIBERGLASS MASTIC. (FED. SPEC,. 5.5.G. BE INSULATED WITH FOIL FACED WORK OF H15 SUBGON T RACTORS FOR A, I55 TYPE-I) MEMBRANE TO BE CONTINUOUS FIBREGLASS BAIT INSULATION BY JOHN „ O PERIOD OF ONE YEAR AFTER FROM TOP OF FOUNDATION AND EXTEND MANVILLE OR APPROVED EQUAL, FOIL TO Ln Ln COMPLETION OF THE PR.OJEGT UNLESS TO LAP EDGE OF FOOTING. BE PLACED TOWARD WARM SIDE. OTHERWISE 5PEGIFIED. ALL WORK SHALL PROVIDE 1/2'' RIGID FOAM INSULATION ON O BE PERFORMED IN ACCORDANCE WITH FRAMING AND ROUGH CARPENTRY ALL EXTERIOR FOUNDATION WALLS FROM GOOD BUILDING PRAGT DES. THE JOISTS RAFTERS AND STUDS SHALL BE FOOTING TO 6"5ELOW FINISHED GRADE CONTRACTOR SHALL INDEMNIFY AND CONSTRUCTION GRADE DOUGLAS FIR 1100 UNLESS OTHERWISE 5PEGIFIED. GARS HOLD HARMLESS THE OINNER, ARGHITEGT, PSI. ALL WOOD SILLS AND WOOD IN SHOULD 5E TAKEN NOT TO DAMAGE AND THEIR AGENTS AND EMPLOYEES GONTAG7 ATH MASONRY SHALL BE AGO FOUNDATION WATERPROOFING. ,��FtE ARC FROM AND AGAINST ALL CLAIMS, TREATED. ALL METAL FASTENERS IN DAMAGES, LOSES AND :=XPENSES, CONTACT WITH AGO TREATED LUMBER TO WOOD FLOORING INCLUDING ATTORNEYS FEES ARISING OIUT BE DOUBLE HOT DIPPED GALVANIZED, WOOD FLOORING To BE 2 1/4" WIDE BY OF OR RESULTING FROM THE STAINLESS STEEL OR AS 5PEGIFIED BY 5/4" THICK TONGUE AND GROOVE SELECT PERFORMANCE OF THE WORK PROVIDED MANUFACTURER. TERMITE SHIELDS AT RED OAK STRIPS MINIMUM 2' IN LENGTH. THAT ANY 5UGH CLAIM, DAMAGE, LOSS SILL TO BE COPPER OR OTHER FLOORING SHALL BE INSTALLED OVER OR EXPENSE (A) I5 ATTRIBUTABLE TO APPROVED NON GORROSIVE MATERIAL. CON57RUG7ION WEIGHT GRAFT PAPER. / 9TFOF°IN BODILY INJURY, SICKNESS, DISEASE OR ALL EXTERIOR SHEATHING SHALL 5E %2" ALL BOARDS TO BE BLIND NAILED WITH fiAE3LE R41' 0 1 : MINIMUM WIDTH OF CONCRETE 7A5LE f;,140I .4.I : PRESUMPTIVE LOAD-BEARINGa DEATH OR TO INJURY TO OR GDX DOUGLAS FIR PLYWOOD. 2" BARBED FASTENERS. ALL JOINTS TO DESTRUCTION OF TANGIBLE PROPERTY SUB-FLOORS TO BE GDX PLYWOOD BE TIGHT WITH BOARD EDGES FREE OF OR MASONRY FOOTING'S (IN.) VALUES OF FOUNDATION MATERIALS EF (OTHER THAN THE WORK ITSELF INGLUDIPNG EXTERIOR 511LEA T HIND TO BE COVERED DEFORMITIES. ALLOW FOR PERIMITER LOAD BEARING VALUE OF SOIL (PSF) r THE L055 OR USE RESULTING WITH "TYVEK" HOUSE WRAP OR EXPANSION AS RECOMMENDED BY WOOD LOAD BEARING `- r, 1,500 2,000 5,000 4,000 GLASS of MATERIAL 0 '6 o N m m THEREFROM). (B) IS CAUSED IN WHOLE OAR APPROVED EQUAL. BLOCK STUD WALL5 FLOOR MANUFACTURER. PREPARATION PRESSURE (PSF) ^ Z NCD O IN PART BY ANY NEGLIGENT AC7 OR AT 1/2 STORY HEIGHTS AND AT ALL CONVENTIONAL LIGHT FRAME GONSTRU.TION c X E AND FINISHING: CV ALL PLANK FLOORING TO SE SANDED 1-STORY 18X6 14X6 12X6 12X6 CRYSTALLINE BEDROCK I2,000 •'i m Z o O OMISSION OF THE GONTRAC T OR, ANY UNSUPPORTED EDGES OF PLYWOOD. N Cn 4 SJ5CON7RAG7011;11, ANYONE DIRECTLY OFR PROVIDE SOLID BLOCKING AND THREE TIMES; ONE G0UR5E GUT, ONE 2-STORY 22X6 16X6 12X6 2X6 SEDIMENTARY AND FOLIATED ROCK 4,000 Z p aso # INDIRECTLY EMPLOYED BY ANY OF 7HE''M, DIAGONAL BRACING OF FLOOR JOISTS MEDIUM GUT, AND ONE FINE GUT. ALL 5-STORY 25X8 qX6 15X6 12X6 SANDY GRAVEL AND/OR GRAVEL (OW a GP) 5,000 < e 4-- o y ANYONE FOR WHOSE ACTS ANY OF AT 8' O.G. MAXIMUM AND SOLID SANDING TO BE UNIFORM!, SWIRLS AND 4-INGH BRICK VENEER OVER LIGHT FRAME SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL � N m 4-- OF, -1 THEM MAY BE LIABLE REGARDLESS OF BLOCKING UNDER ALL UNSUPPORTED GROSS-MARKS ARE UNACCEPTABLE. TWO AND CLAYEY GRAVEL (5W, SP, SM, SG GM, ff GG) 2,000 0 - o N t ' GOA75 OF STAIN, APPROVED BY THE I-5 T O RY 21X6 5X6 12X6 12X6 z c0 WHETHER OR NOT IT IS CAUSED IN PART EDGES OF PLYWOOD. ALL GAP PLATES „ � � •� � BY A PARTY INDEMNIFIED HEREUNDER. TO BE DOUBLED AND NAILED BOTTOM ARGHITEGT AND/OR OWNER SHALL BE 2-STORY 26X,5 20X6 15X6 12X6 CLAY, SANDY CLAY, SILTY GLAY, CLAYEY SILT, Z ALL MATERIALS, ASSEMBLIES, AND GAP PLATED To END OF STUDS. LAP GAP APPLIED !N A UNIFORM MANNER.FLOORING 5-STORY 52XI1 24X7 6X6 12X6 SILT, � SANDY SILT (GL, ML MH, � GH) 1,500b v � w METHOD OF CONSTRUCTION INCLUDING PLATES AT CORNERS. TOE NAIL JOISTS SHALL BE SEALED WITH TWO COA75 OF 8" SOLID OR FULLY GROUTED MASONRY NON-YELLOWING POLYURETHANE AS o. WHEN SOIL TEST ARE REO'JIRED BY SECTION R401.4 THE ALLOWABLE BEARING w Q w o BUT NOT LIMITED TO FORM-WORK TO GAP OR BEAM WITH . WHERE FLUSH i °<_ 1-5 T 0RY 25X8 IgX6 15Xo 12X6 CAPACITIES OF THE SOIL SHALL BE PART OF THE RECOMMENDATIONS. m w N 0 W BLOCK-WORK, FRAMING, NAILING, FRAMING OGGURS, USE MIN. 16GA SHEET MANUFACTURED BY MGKLUSKY'S o z 0w 0 IV PLACING OF CONCRETE, ETC. ARE TO B:E METAL JOISTS HANGERS B "SMP50N HEIRLOOM SERIES, EG SHELL FINISH OR 2-STORY 55X12 26X8 17X6 15X6 b. WHERE THE BUILDING OFFICIAL DETERMINES THAT IN-PLACE SOILS WITH AN ° d W o y r �yWEH1 000 p 5-STORY 45X17 575X11 22X6 6X6 ALLOWABLE BEARING GAPAGITY OF LESS THAN 1,500 PSF ARE LIKELY TO BE Q F N°-y w CAREFULLY SUPERVISED BY THE OR APPROVED EQUAL. ALL CORNERS TO APPROVED EQUAL. PRESENT AT THE SITE, THE ALLOWABLE SEARINO GAPAGITY SHALL BE ��Two-!w z w CONTRACTOR TO BE SURE THEY ARE IN BE MINIMUM 5/2X4 STUDS. HEADERS DETERMINED BY A SOILS INVESTIGATION. THESE CONSTRUCTION DOCUMENTS ARE Q°o Q o AGGORDANGE WITH THE DRAW'NGS, SHALL BE MINIMUM 2/2X6 UNLESS NOTED PAINTING AND STAINING IN COMPLIANCE WITH THE 2020 R.G.O.N.Y.S. N z Q w o= SPECIFICATIONS, APPLICABLE CODES ON PLANS. MINIMUM BEARING FOR 571JDS, THE FOLLOWING 15 INCLUDED FOR THE 2020 E.G.G.G.O.N.Y.5. 4 2018 W.F.G.M. a z n F p D AND GOO PRAGTIG DE VIATIONS EVIATIONS FROM JOISTS AND 5EAM5 SHALL BE 5". USE CONVENIENCE OF THE PAINTING W�n O w(]o~in11� T��L.� ���Z.� : MINIMUM D M IIV 5PEGIFIE GOPRESSE STRENGHT OF CONCRETE o W THE DRAWINGS AND 5PEGIFICA7IONS WILL DOUBLE JACK 57U7-)S FOR HEADERS GON7RAC70RS AND ONLY AS AN NOT BE PERMITTED WITHOUT WRITTEN OVER FIVE FEET IN LENGTH. INDICATION OT THE TYPES OF PAINTS °zz �zw�N� v AUTHORIZATION OF THE ARGHITEGT. THE: REOJIRED FOR VARIOUS SURFACES. IT IS Min. specified compressive strenahta (fc) W a T o Q o b ENERGY COMPLIANCE STATEMENT: � �- =z Weather Potential V F W a I-°w v GON7RAG70R SHALL BE RESPONSIBLE PLUMBING THE INTENT OF THESE SPECIFICATIONS TO TO THE BEST OF MY KNOWLEDGE BELIEF AND PROFESSIONAL ° W ° Q w o° Ne I ible Moderate Severe FOR THE SHOP DRAWING5 WHIGH MAY B3E CONTRACTOR SHALL INSTALL WATER PROVIDE A COMPLETE FINISH. ALL g g JUDGEMENT, THESE PLANS AND/OR SPECIFICATIONS ARE IN Q °o�,°W o } NEEDED. ALL DIMENSIONS AND SUPPLY AND SANITARY SYSTEM AS PAINTED SJRFAGE5 MUST BE FULLY Basement wal Is, founations and other concrete not exposed to the weather 2,500 2,500 2,500 C COMPLIANCE WITH THE 201& I.E.G.G. 4 2020 N.Y.5.E.G.G. z w�;o W a 0 o Q°m CONDITIONS ARE TO BE FIELD VERIFIEID. NDICATED AND SHALL BE DESIGNED AND COVERED IN A UNIFORM MANNER TO BE Basement slobs and interior slabs on rode, exce t cares e floor slabs 2,500 2,500 2,500 o,°yV xw<060 GONTRAGTOR To REMOVE S RELOCATE: GON57RUC7ED AS PER CHAPTERS 24-55 AGGEPTABLE. Bosement wal Is, founations walls, exterior walls and other vertical concrete Q N°d o lu w o z w o AS REQUIRED ALL EXISTING WORK WHIG'-H OF THE 2020 RESIDENTIAL CODE OF NY5 INTERIOR WOOD SUR7AGES-APPLY TO work exposed to the weather 2,500 3,000 d 3,000 d 2 W U Lu°W y F 3 0 NTERFERES WITH NEW CONSTRUCTION. FOR RENOVATIONS. PROVIDE HOT AND LIGHTLY SANDED SURFACES, WALLS, N w W N 4 Porches, carport s labs and ste s ex osed to the weather, and arc e floor s labs 2,500 5,o0od,e,f 5 500 d,e,f o>W Y o a ° GOLD SHUT-OFF VALVES AT ALL DOORS, FRAMES, TRIM, AND BASES, ONE m u-w T�°m w =W �- 517E WORK FIXTURES. ALL WATER PIPING To HAVE GOAT WOOD FILLER OR STAIN AND TWO N o o Q w 0�o �p GOATS MGKLUSKY'S EGGSHELL FINISH a. Strenght in 28 days psi z W N < w o z STAKEOUT 15 TO BE PERFORMED BY A GLEANOUTS AT ALL GRANGES OF b. see table R501.2(I) for weathering potential k_o w�V z N=o g Z LICENSED SURVEYOR. STAKING AND DIRECTION AND AT BASE OF VERTICAL NON-YELLOWING POLYURETHANE, c. Concrete in these locotions that mou be subject to freezing and thawing during construcstlan shall be air-entrained concrete in oscordonce with footnote d <0 w-j'o a 0'Q n Q LAYOUT ARE TO ESTABLISH ALL LINES WASTES. USE 4 GA57 IRON THROUGH GYPSUM BOARD MINI1/UM ONE GOAT d. Concrete shall be air-entrained. Total air content ( ercent b volume of concrete) shalll be not less than 5 ercent or more than ercent °Q Q W Q w p y p p wwvQwQzQw=� (Y AND BENCHMARKS. VERIFY ALL GIVEN FOUNDATION WALL PITCHED MIN. 1/8" PER PRIMER AND TWO GOATS FLAT PAINT. e. See Section R402.2 for maximum cement tious materiols content M T Q Q T�o o u DATA ON DRAWINGS. IN CASE OF FOOT. TRAP/WASTE SIZES FOR FIXTURES EXTERIOR WOOD SURFACES- TWO GOATS f. For garage floors with a steel troweled finish, reduction of the total air content (perrc nt by volume or concrete) to not less than 5 percent is permitted DISGREPANGY, RECEIVE GLARIFIGATIONI SHALL BE AS FOLLOWS: EXTERIOR GRADE STAIN. if the specified compressive etrenght of the concrete is increased to not less than 4,0000 psi FROM ARGHITEGT PRIOR TO PROCEEDING. DISH WASHER /2" EXTERIOR EXPOSED METAL- MINIMUM ONE 4 EXCAVATE AND BACK f-1LL FOR WORK KITCHEN SINK /2" GOAT ZING CHROMATE AND TWO GOATS INDICATED ON DRAWINGS. STOCKPILE LAVATORY 1 /a" EXTERIOR ENAMEL. NOTE: TOPSOIL OBTAINED FROM STRIPPING ALL MATERIAL SHALL BE OF BEST QC SHOWER 2' PROVIDE WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16 AND A MAXIMUM DRIVEWAY AND BUILDING SITE. QUALITY PITT5BURGH, PRA77 $ LAMBERT, ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS* AS PER W TOILET MATCH FIXTURE OUTLET SPAN OF 8 -O' FOR OPENING PROTECTION IN ONE AND TWO STORY FRAMCD BUILD'NGS. PANELS z 57oGKPILE ALL EXCAVATED MATERIAL.. ALL SYSTEMS TO HAVE ONE 5" MAN DUTCH BOY. GABOTS, MGKLUSKYS, OR TABLE Rso1.7 OF THE 202o RESIDENTIAL CODE of NEw PORK 3 NEW AND EXISTING BACK FILL MATERIAL �� APPROVED EQUAL. CONTRACTOR 15 TO TO BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARG7WARE. ATTACHMENT O VENT STACK INCREASED TO 4 THROUGH HAFr )NARE TO BE IN GOMPLIANGE WITH TABLE R301.2.1.2 OF THE NEW YOR:K STATE BUILDING ALLOWABLE AND TOPSOIL ARE TO BE FREE OF PROVIDE SAMPLES OF ALL PAINTS AND 5TRUGTURAL MEMBER THE ROOF. PROVIDE FRO5TPROOF CODE. (SEE BELOW) DEFLECTION W'=EDS, TREE ROOTS, ROCKS AND HOSE-BIBS AS INDICATED ON PLANS WITH STAINS FOR AROHITEGT'S AND/OR RAFTERS HAVING 5LOFE5 OREATER THAN 5/12 L/180 MINIMUM DESIGN DEAD LOADS` AS PER N DEBRIS. ALL SURPLUS MATERIAL THAT IIS EASILY AGGE55!BLE DRAIN-GOGKS. THE OWNERS APPROVAL. W UNSUITABLE FOR BACK FILL MATERIAL WITH NO FINISHED CEILING ATTACHED TO TABLE C5-1 ASGE 7-16 WATER SUPPLY AND SEWAGE DISPOSAL 7A5LE 50I .2.I .2 : WINDBORNE DEBR15 PROTECTION FA5TEN` ING SCHEDULE RAFTERS SHALL BE REMOVED FROM THE SITE. SYSTEM SHALL COMPLY WITH THE GYPSUM WALL BOARD Z llllJJ PROTECT ALL TREES WITHIN EIGHT FEE- INSTALLED A5 PER SECTION R702.5.2. FOR WOOD 5TRUGTURAL PANEL15 NTERIOR WALLS AND PARTITIONS H/180 COMPONENT LOAD Q I- APPL IGABLE COUNTY DEPARTMENT OF (psf) OF THE BUILDING. PROPER APPROVALS HEALTH STANDARDS AND REGULATIONS. 7-+ROUGHR-702,5.6 OF THE RESIDENTIAL FASTENER 5PAG,INO FLOORS AND PLASTERED CEILINGS L/560 v z MUST BE OBTAINED BEFORE COVERING APPROVAL OF ALL PLUMBING MUST BE CODE OF N.Y.S. GYPSUM WALLBOARD ALL OTHER STRUCTURAL MEMBERS L/240 G E I L I N G S ANY EXCAVATED WORK.. OBTAINED FROM APPROPRIATE LOCAL APPLICATION SHALL BE TAPE JOINT FASTENER TYPE 4 FOOT CG FOOT GYPSUM BOARD (I/2-inJ 2.2 AUTHORITIES PRIOR To CONGEALMENT. SYSTEM. ALL GYPSUM BOARD TO BE I/2" PANEL 5;AN < PANEL SPAN < PANEL SPAN EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/56 0 m CONCRETE BLOCK ON WALLS AND 1/2" ON CEILINOS UNLE a 55 GYPSUM BOARD 2.75 (V PRIOR To ORDERING, GON7RAG70R �4 FOOT < FOOT < 8 FOOT EXTERIOR WALL5 - WIND LOADS WITH OTHER H/240 i p ALL GONGR= BLOCK 15 To HAVE SHALRS APP)" rU75 ON FIXTURES EVENT HAT OTHERWISE INDICATED. FINISH JOINTS, #g WOOD SCREW BASED 1611IO 8 BRITTLE FINISHES a SUSPENDED057EEL�HANNEL SYSTEM 2.0 m "DUR-O-WALL" REINFORCING EVERY J-BEAD5. NAIL DIMPLES CORN'-RS AND XTERIOR WALL5 - WIND LOADS WITH FLEXIBLE H/120 G S, ROOF, AND WALL THIRD COURSE. FILL TO'=' COURSE 50LIT-7. E EDGES SHALL BE TAPED AND RECEIVE ANCHOR W/ 21I EMBEDMENT H` OWNER CHANGES, H� CONTRACTOR FINISHES MORTAR MIX TO BE ONE PART POR7LAPND THREE GOATS OF JOINT COMPOUND. ASPHALT SHINGLES 2.0 - y SHALL CREDIT THE OWNER FOR THE FULL 10 WOOD 5CREW BASED DEMENT, ONE PART LIME= PUTTY, AND 51�C SUBCONTRACTORS COST FOR THE ALLOW 24 HOURS TO DRY BETWEEN # I6" 2' C" LINTEL S SUPPORTING MASONRY VENEER WALLS L/600 GYPSUM SHEATHING, I/2-in. 2.0 � PARTS SAND, OR ONE PART MASONRY CHANGED UNIT. GOATS. FINAL GOAT TO BE SANDED ANCHOR W/ 2' EMBEDMENT NOTE: L=SPAN LENGTH, H=SPAN HEIGHT PLYWOOD (per I/8-inJ p,g CEMENT AND THREE PARTS SAND. SMOOTH. METAL CORNER BEAD TO BE a. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 USED ON ALL OUTSIDE CORNERS AND I/4 LAC SCREW BASED 6 „ RIGID IN5'JLATION, 1/2-in. 015 HVAG ,�- C Fj O TIMES THE GOMFGNENT AND CLADDING LOADS FOR THE CONCRETE SYSTEM TO BE DESIGNED BY OTHERS AS AROUND ALL OPENINGS. ANCHOR W/ 2 EMBEDME-NT PURPOSES OF THE DETERMINING DEFLECTION LIMITS HEREIN 5!NGLE-FLY SHEET WATERPROOFING MEMBRANE 0.7 NO CONCRETE OR MASONRY WORK SHALL PER CHAPTERS I!-21 OF THE 2020 BE DONE DURING TEMPE:RA7URES OF 40) ELEGTRIGAL BITUMINOUS, SMOOTH SUR RESIDENTIAL CODE OF NY5. PROVIDE WATERPROOFING MEMBRANE 1.5 DEGREE5 F. AND FALLING. NO GONGR= PROPER SUPPLY To ALL ROOMS & ALL WORK SHALL COMPLY WITH THE TABLE 30I.2(I) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA n/ SHALL BE PLACED ON F"ROZEN SURFACfES. CONFORM WITH ALL STATE AND LOCAL NATIONAL ELEGTRIGAL CODE AND ALL FLOORS AND FLOOR FIN SHES STATE LOCAL AND UTI 1-� NO ADDITIVES SHALL BE ALLOWED WITHOUT , L ITY COMPANY O CODES. WIND DESIGN 5UBJEG'T TO DAMAGE FROM CERAMIC OR OUARRY TILE (5/4-inJ >• WITHOUT WRITTEN PERMISSION OF THE CODES AND REGULATIONS. ALL CIRCUITS 16.0 ARGHITEGT ALL GONGR= GLASS WINDOWS AND DOORS 1� TE I5 TO SE M1N. SHALL BE MINIMUM 15 AMP. POWER WIRING ON 1/2-in. MORTAR BED ii 5,000 P.S.I. AT 2E, DAYS & 5,500 Psi 70 BE INSTALLED AS PER THE 2020 SHALL BE MINIMUM 14 AWG. CONVENIENCE GROUND Special Wind-born SEISMIC WINTER ICE AIR MEAN HARDWOOD FLOORING, 7/7-in. 4.0 Q FOR GARAGE SLAB, POURED STEPS ANID OUTLETS SHALL BE LOCATED 12'' ABOVE d Topographic wind debris DESIGN Weotherira7 Frost line DESIGN BARRIER FLOOD FREEZING ANNUAL Z RESIDENTIAL CODE OF NY5. ALL GLASS SNOW Soeed LINOLEUM OR ASPHALT TILE, /4-in. I.0 _ GONGR=- SLABS ON GRADE. PROVIDE: 15 TO BE INSULATED LOW-E UNLESS FINISHED FLOOR UNLESS OTHERWISE LOAD (mph) effects recion zone CATEGORY depth Termite TEMP REQUIRED HAZARDS INDEX TEMP 5UBFLOORING, 5/4-in. 5.0 v Q Z ALL SLEEVES AND FOUNDATION VENTS /AS OTHERWISE 5PEGIFIED. GLA55 NDICATED. ALL SWITCHED TO BE J q REQUIRED BY NY5 CODI=. UNLESS SUBCONTRACTOR SHALL NOT INSTALL LO GATED 56" ABOVE THE FINISHED I MILE FLOORS, WOOD JOIST (no plaster) 12-in. 16-in. N O NDICATED, ALL FOUNDATION FOOTINGS GLASS UN7ILL PROPER CLEARANCES ARE FLOOR UNLESS OTHERWISE INDICATED. FROM JOIST SIZES (inJ 150 BOF .. FT MOD TO SEE ARE TO BE A MIN. 8" DEEP PROJEG7INC FROVIDED. ALL SLIDING GLASS DOORS, SUPPLY RECOMMENDED LAMPS IN ALL 220 VULT NO NO COA57 B SEVERE BFG HEAVY BELOW YES NA 5511q 51° F - ~O 6" ON EACH SIDE OF THE FOUNDATION SKYLIGHTS AND/OR WINDOWS A5 FIXTURES. EXTERIOR 57AIRWAYS SHALL AND FIRE 2x6 6 5 O WALL. PROVIDE TWO #4 DEFORMED BARS REQUIRED BY CODE, SHALL BE INSULATED BE PROVIDED WITH AN ARTIFICIAL LIGHT 15LND 2x8 6 6 0 Z GONTINUOU5 IN THE FOOTING. ALL 41I TEMPERED GLASS. ALL GLASS DOORS SOURCE LOCATED AT THE TOP LANDING ~ < -� CLIMATE ZONE I5 4 2x10 7 6 < THICK CONCRETE SLABS TO HAVE 6X6 AND WINDOWS SHALL BE INSTALLED IN OF THE STAIRWAY. EXTERIOR STAIRWAYS ° Q V PROVIDING ACCESS TO A BASEMENT NTERIOR SPACES INTENDED FOR HUMAN OGGUPANGY SHALL BE PROVIDED WITH INDOOR TEMPERATURE OF NOT LESS THAN 68 FAHRENHE17 AT A POINT 5 FEET 2x12 g 7 O �- 10/10 WELDED WIRE REINFORCING. 5TRIGT ACCORDANCE WITH THE ° Q ANGHGR BOLTS IN GONC:RETE SHALL BE n Lu FROM OUTDOOR GRADE LEVEL SHALL BE ABOVE THE FLOOR ON THE DESIGN HEATING DAY. SYSTEM DESIGN SHALL BE BASED ON A MAX 72° F HEATING, MINIMUM 75 F COOLING. DEGREE DAYS (NY FRAME FART 1 T 1 O N S O L MANUFACTURERS SPECIFICATIONS. ALL LAGUARDIA) 48I1, WINTER DESIGN TEMP I5° F, DRY BULB 8q° F, WET BULB 75° F (22020 IPG APPENDIX D). HOOKED 5/8" X 12'' AT MAX. 58" O.G. A"ND WINDOWS ARE TO BE CAULKED AND PROVIDED WITH AN ARTIFICIAL LIGHT WOOD OR STEEL 5TUDS, I/2-1n. GYP. BOTH SIDES 8.0 J-n MAX. 12'' FROM CORNERS. PROVIDE SOURCE LOCATED AT THE BOTTOM SEALED A5 PER AS PER CHAPTERS I I OF � FRAME WALLS Q-- � BITUMEN EXPANSION JOINTS BETWEEN Y LANDING OF THE 57A RWAY. MANUAL J CRITERIA REQUIRED IN SUBMITTED CALCULATIONS z THE 2020 RESIDENTIAL CODE OF N 5. O � SLABS AND FOUNDATION WALLS. PROVIDE FLASHING PANS UNDER ALL EXTERIOR STUD WALLS: SLIDER, DOORS, AND WINDOWS. ALL WINTER SUMMER ALITITUDE INDOOR DESIGN HEATING TEMPERATURE 2x4 9 16-in., 5/8-in. GYPSUM, ELEVATION LAT GORREGTION DESIGN TEMPERATURE I1.0 IL p EXTERIOR DOORS ARE TO BE FULLY HEATING COOLING G-� DIFFERENCE INSULATED, 3/8-in. SIDING WEATHER-STRIPPED. PROVIDE ALL FAtGTOR TEMP COOLIN SCREENS AND HARDWARE A5 REQUIRED. 2x6 16-in., 5/8-in. GYPSUM, ALL GLASS 15 TO BE FREE OF 10,5 FT 41 15 86 11.00 70 75 55 NSULATED, 3/8-!n. SIDING 2.0 m SCRATCHES AND IMPERFECTIONS AND EXTERIOR STUD WALLS WITH BRICK VENEER �8.0 GUARANTEED BY THE MANUFACTURER COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY GOINVCIDENT DAILY cv ry. FOR A PERIOD OF NO LE55 THAN 5 DIFFERENCE HEATING COOLING WETr BULB RANGE WINTER HUMIDITY SUMMER HUMIDITY WEIGHTS OF MASONARY INCLUDE MOTAR Bur NOT PLASTER. FOR ' z YEARS. ALL WINDOWS TO BE ANDERSEN PLASTER, ADD 5 ib/ft2 FOR EACH FACE PLASTERED. VALUES Q < Z GIVEN REPRESENT AVERAGES. IN SOME GASES THERE I5 A 3 UNLESS INDIC D WI ATE OTHERSE. II 5 MPH 7.5 MPH 72 M M (M)EDIU 40 52 GR ©50% RH W CONSIDERABLE RANGE OF WEIGHT FOR THE SAME CONSTRUCTION. # -� • t0 < 4 • p p N1102.4 AIR LEAKAOE (MANDATORY). TABLE NIIO2.1.2 (R402.1.2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT THE 5UILDINS THERMAL ENVELOPE SHALL BE GONSTRUC T ED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTIONN1102.4.1 THROUGH � Ln O N 1102.4.6. c d • �' BLAZED BASEMENT SLAB CRAWL -�-� CLIMATE FENESTRATION 5KYLI5HT b FENEESTRATION CEILING WOOD F WALL R-VALUE SPACE FRAME MA55 WALL FLOOR 6° DIAMETER I ` N1102.4.1 BUILDING THERMAL ENVELOPE ZONE U-FACTOR U-FACTOR bo R-VALUE WALL R-VALUE R-VALUE R-VALUE o 0 THE BJILDINO THERMAL ENVELOPE SHALL COMPLY WITH SECTIONS NI102.4.1.1 AND NI102.4.1.2. THE SEALING METHODS BETWEEN DISSIMILAR MATERIALS SHALL 5HGC R-VALUE 4 DEPTH R-VALUE ALLOW FOR DIFFERENT AL EXPANSION AND GONTRAGTION. U cn 4 0.32 0.55 0.40 4c1 20 OR 13+5 n 8/13 I� 0/15 10, 2ft. 0/13 °' N1102.4.1.1 INSULATION ` REFLECTIVE RED THE COMPONENTS OF THE BUILDING THEF YAL ENVELOPE AS INDICATED IN TABLE NI102.4.1.1 SHALL BE INSTALLED IN AGORDANCE WITH THE MANUFACTURER'S PANTONE#1V1 .� N57RJG7IONS AND THE GRITERIA INDICATED IN TABLE 1102.4.1.1, AS APPLIGABLE TO THE METHOD OF CONSTRUCTION. WHERE REQUIRED BY THE BUILDING OFFICIAL, ROMAN ALPHANIUMERICCZ3 AN APPROVED THIRD PARTY SHALL INSPECT ALL GOMPONEN75 AND VERIFY COMPLIANCE. a. R-VALUE5 ARE MINIMUMS, U-FACTORS AND SHOO ARE MAXIMUMS. WHERE INSULATION IS INSTALLED IN A CAVITY THAT IS LESS THAN THE LABEL OR DESIGNATION Or- ,/ CONSTRUCTION TYPE bA DESIGN THIGKNE55 OF THE INSULATION, THE INSTALLED R-VALUE OF THE INSULATION SHALL BE NOT LESS THAN THE R-VALUE 5PEGIFIED IN THE TABLE. BASED ON SECTION 602 A -z:; N1102.4.1.2 TESTING 6. THE FENESTRATION U-FACTOR EXCLUDES Sk::YLIOH75. THE 5HOG COLUMN APPLIE5 TO ALL GLAZED FENESTRATION. OF THE BUILDING CODE (L) t� HE BUILDING OR DWEL,_INO UNIT SHALL BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE NOT EXCEEDING 3 AIR GHANOES PER HOUR. T E5TING SHALL _ OF NEW PORK STATE G T ' ' '- H c. "10/13" MEANS R-10 .,ONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-13 CAVITY INSULATION ON THE INTERIOR OF THE : � � o BE GONDUGTED IN AGCORDANGE WITH RES-NET/IGG 380, A5TM E7�c1 OR ASTM E1827 AND REPORTED AT A PRESSURE OF 0.2 INCH W.G. (50 PASCALS). TESTING " STROKE r a BASEMENT WALL. `J SHALL BE PERFORMED AT ANY TIME AFTER CREATION OF ALL PENETRATIONS OF THE 5JIL77)INS THERMAL ENVELOPE. a'. R-5 INSULATION SHALL BE PROVIDED UNDER THE FULL SLAB AREA OF A HEATED SLAB IN ADDITION TO THE REO!JIRED 5LAB EDGE INSULATION REFLECTIVE R-VALUE FOR SLABS, AS INDIGATED IN THE TABLE. THE SLAB EDGE INSULATION FOR HEATED 5LAB5 SHALL NOT BE REQUIRED TO EXTEND BELOW THE WHITE Q ao DURING TESTING: SLAB DC 00 e. RESERVED DESIGNATION FOR STRUCTURAL CD o I. EXTERIOR WINDOWS AND DOORS, FIREPLACE AND STOVE DOORS SHALL BE GLOSED BUT NOT SEALED, BEYOND THE INTENDED WEATHERSTRIPPINO OR OTHER COMPONENTS THAT ARE OF NFILTRATION GONTFZOL MEASURES. f. RESERVED (74 TRUSS CONSTRUCTIOIN �+ u cV 2. DAMPERS INCLUDING EXHAUST, INTAkGE, MAKEUP AIR, BAGKDRAFT AND FLUE DAMPERS SHALL BE CLOSED, BUT NOT SEALED BEYOND INTENDED INFILTRATION o. ALTERNATIVELY, INSULATION SUFF ICIENT TO FILL THE FRAMING CAVITY PROVIDING NOT LESS THAN AN R-VALUE OT R-Ic'. �i �+ "F" FLOOR FRAMING,i1NGLUDIN6 `� CONTROL MEASURES. h. THE FIRST VALUE 15 CAVITY INSULATION, THE SECOND VALUE IS GONTIN'JOUS INSULATION. THEREFORE AS AN EXAMPLE, "13+5" MEANS R-15 CAVITY ` ` " GIRDERS AND BEAMS Q 1-6 3. INTERIOR DOORS, W-IERE INSTALLED' AT THE TIME OF TEST, SHALL BE OPEN. INSULATION PLUS R-5 GONTINUOUS INSULATION. "R" ROOF FRAMING � Ln 4. EXTERIOR DOORS FOR GONTINJOUS VENTILATION SYSTEMS AND HEAT RECOVERY VENTILATORS SHALL BE CLOSED AND SEALED. i. MASS WALLS SHALL BE IN AGGORDANCE KITH SECTION N1102.2.5. THE SECOND R-VALUE APPLIES WHERE MORE THAN HALF OF THE INSULA71N IS ON THE "F ' FLOOR AND ROOF FRAMING 5. HEATINO AND COOLING SYSTEMS, WHERE INSTALLED AT THE TIME OF TEST, SHALL BE TURNED OFF. INTERIOR OF THE MASS WALL. 6. SUPPLY AND RETURN REGISTERS, WHERE INSTALLED AT THE TIME OF TEST, SHALL 5E FULLY OPEN. WHERE REQUIRED BY THE BUILDING OFF ICIAL, TESTING SHALL BE GONDUGTED BY AN APPROVED THIRD PARTY. A WRITTEN REPORT OF THE RESULTS OF THE TEST TABLE R402.4.1.1 AIR BARRIER AND IN5ULA7ION4 IN57ALLATIONo TRUSS I EDEN71 F I GATT ON 51 ON �RED ARC SHALL BE PREPARED AND SIGNED BY THE THIRD PARTY GONDUGTINO THE TEST AND PROVIDED TO THE BUILDING OFFICIAL. '( y� N1102.4.2 FIREPLACES COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA COMPLIANCE NI TH I l� N)00'CR . ����P��D•GEIS�c��9 J�(' NEW WOOD BURNING FIREPLAGES SHALL HAVE TIGHT-FITTINO DAMPERS OR DOORS, AND OUTDOOR COMBUSTION AIR. WHERE USING TIGHT-FITTING DOORS ON ,( 2 FACTORY-BUILT FIREPLAGES LISTED A��D LABELED IN AGGORDANCE WITH UL12-7, THE DOORS SHALL BE TESTED AND LISTED FOR THE FIREPLACE. A GONTINUOUS� AIR BARRIER SHALL BE INSTALLED IN THE PART 12l 4 BUILDING ENVtELOPE. „ _ „ t. N1102.4.5 FENESTRATION AIR LEAKAGE THE EXTERIORZ THERMAL ENVELOPE GONTAINS A AIR-PERMEABLE INSULATION SHALL NOT BE USED AS A SCALE: 6 - I -O WINDOWS, SKYLIGHTS AND SLIDIN5 GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NOT OREATER THAN 0.5 GFM PER SOJARE FOOT (1.5 L/S/M2) AND GENERAL REQUIREMENTS CONTINUOUS AIR BARRIER. SEALING MATERIAL 9j, 02035� O FOR 5WINQINO DOORS NOT GREATER THAN 0.5 GFM PER SQUARE FOOT (2.6 L/5/M2) WHEN TESTED IN ACGORDANGE WITH NFRG 400 OR AAMA/WDMA/GSA BREAKS OR -JOINTS IN THE AIR BARRIER SHALL BE �4F NE�y I0I/1.5.2/A440 BY AN ACCREDITED, INDEPENDENT LABORATORY AND LISTED AND LABELED BY THE MANUFACTURER, SEALED EXCEPTION: SITE-BUILD WINDOWS, 5<1'LIGH75 AND DOORS. THE AIR BARRIER IN ANY DROPPED GEILINO OR SOFFIT SHALL BE ALIIGNED WITH THE INSULATIONAND ANY AIR r N1102.4.4 ROOMS CONTAINING FUEL-BURPNIN5 APPLIANCES GAPS IN THE /AIR BARRIER SEALED. THE INSULATION IN ANY DROPPED GEILING/SOFFIT SHALL o '6 o N 5" m N CLIMATE ZONES 3 THROUGH 8, WHERE_ OPEN COMBUSTION AIR DUCTS PROVIDE COMBUSTION AIR TO OPEN COMBUSTION FUEL-BURNING APPLIANCES, THE GEILINO / ATTIC c') N �, AGGESS OPENI'NG5, DROP DOWN STAIRS OR KNEE WALL BE ALIGNED W'TH THE AIR BARRIER. `r' T CV APPLIANCES AND GOME3USTION AIR OPE=NINS SHALL BE LOCATED OUTSIDE THE BUILDING THERMAL ENVELOPE OR ENCLOSED IN A ROOM THAT IS ISOLATED FROM DOORS TO UNCONDITIONED ATTIC SPAGE5 SHALL BE a xo z E INSIDE THE THERMAL ENVELOPE. SUCH R:00M5 SHALL BE SEALED AND INSULATED IN ACCORDANCE WITH THE ENVELOPE REQUIREMENTS OF TABLE N1102.1.2 WHERE Uj 'co m o Q THE WALLS, FLKOORS AND CEILINGS 5H)ALL MEET A MINIMUM OF THE BASEMENT WALL R-VALUE REQUIREMENT. THE DOOR INTO THE ROOM SHALL BE FULLY SEALED. Z al �, e ^ 0 # � U O M U GASKETED AND ANYA ca WTER LINES AND DUGT5 IN THE ROOM INSULATED IN ACCORDANCE WITH SECTION N1103. THE COMBUSTION AIR DUGT SHALL BE INSULATED CAVITIES WITHIN GORNERS AND HEADERS OF FRAME < e y WHERE IT PASSES THROUGH CONDITIIONED SPACE TO AN R-VALUE OF NOT LESS THAN R-8. THE JUNGTION OF THE FOUNDATION AND SILL PLATE SHALL WALLS SHALL BE INSULATED BY GOMPLETELY FILLING THE ,o m J BE SEALED. CAVITY WI M KITH A MATERIAL HAVING A THERAL �1 = o 0 L EXGEPTION5: z ° 9 I. W G WALLS THE JUNGTION OF THE TOP PLATE AND THE TOP OF RE515TANE OF NOT LE55 THAN R-3 PER INCH. �- DIRECT VENT APPLIANCES WITH BO Ti H INTAKE AND EXHAUST PIPES INSTALLED CONTINUOUS TO THE OUTSIDE. ¢ E 2. FIREPLAGES AND STOVES GOMPLT Ii1N'O WITH SECTIONS N1102.4.2 AND R1006. EXTERIOR WAILLS SHALL BE SEALED. EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAME L0 w Z KNEE WALLS SHALL BE SEALED. WALLS SHALL BE INSTALLED IN SUBSTANTIAL GONTAGT N1102.4.5 REGE55ED LIGHTING AND IN GONTIN'JOUS ALIGNMENT WITH THE AIR BARRIER. W 'Qw o REGE55ED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO LIMIT A!R LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED THE 5PAGE BETWEEN FRAMING AND SKYLIGHTS, AND THE o o z�N u SPACES. REGE55ED LUMINAIRES SHALL. BE IG-RATED AND LABELED AS HAVING AN AIR LEAKAQE RATE NOT GREATER THAN 2.0 GFM (O.c144 L/5) WHEN TESTED WINDOWS, SKYLIGHTS DOORS JAMBS OF Wi��1DOW5 AND DOORS, SHALL BE SEALED. w d w *W o 00 IN AGGORDANGE WITH ASTM E283 AT fFRE55URE DIFFERENTIAL OF 1.5-7PSF (75 PA). REGE55ED LUMINAIRIES SHALL BE SEALED WITH A GASKET OR CAULKED =wu BETWEEN THE HOUSING AND THE INTERIOR WALL OR GEILINO COVERINOS. RIM JOISTS RIM JOIS75 5+HALL INCLUDE THE AIR BARRIER RIM JOISTS SHALL BE INSULATED �oom��Q - } n��Q4owowu N1102.4.6 TENANT SEPARATION WALL5 (1`-fANDATORY) FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED z1°N ° o FIRE SEPARATION BETWEEN DWELLING JJNITS IN TWO-FAMILY DWELLINGS AND MULTIPLE 51NOLE FAMILY DWELLING IN S (TOWNHOUSES) SHALL BE SU TED M LA WITH NO TO AIN M TAIN PERANENT CONTAGT WITH THE UNDERSIDE u G W o o o)--~ pw LESS THAN R-10, AND THE WALLS SHALL BE AIR SEALED IN ACCORDANCE WITH SECTION N 1102.4. FLOORS INCLUDING OF SUBFLOOR DECKING . ALTERNATIVELY, FLOOR pz z W V THE AIR BARRIER SHALL BE INSTALLED AT ANY EXP05ED FRAMING GAV 17'' INSULATION SHALL BE IN GONTAGT WITH w w p°$N d°-3 z N tu N1102.5 MAXIMUM FENESTRATION U-FAGT'OR AND 5HGC (MANDATORY) CANTILEVERED FLOORS AND EDGE OF INSUJLATION. THE TOP SIDE OF SHEATHING OR GONTINUOUS INSULATION ~ _ ° �" v THE AREA-WEIOHTED AVERAGE MAXIMUM FENESTRATION U-FACTOR PERMITTED USING TRADEOFFS FROM SECTION NI102.1.5 OR N1105 SHALL BE 0.48 IN CLIMATE FLOORS ABOVE GARAGED o ul w=°u z w o a ZONE 4 AND 5 AND 0.40 IN CLIMATE BONES 6 THROJOH 8 FOR VERTICAL FENESTRATION, AND 0.75 IN CLIMATE ZONES 4 THROUGH 8 FOR 5KYLIGHT5 THE INSTALLED ON THE UNDERSIDE OF FLOOR FRAMIN��;AND Q Q o Q W z Q o EXTEND FROM THE BOTTOM OF THE TOP OF ALL AREA-WEIOHTED AVERAGE MAXIMUM FENESTRATION SHOG PERMITTED U51NO TRADEOFFS FROM SECTION N'I05 IN CLIMATE ZONES I THROUGH 3 SHALL BE 0.50. PERIMETER FLOOR FRAMING MEMBERS. z w LIE°w>°°< SECTION NI105 5Y5TF-M5 EXPOSED EAf;P,TH IN JNVENTED GRAWL. SPAGES SHALL BE GRAWL SPACE INSULATION, NHERE PROVIDED INSTEAD OF Q° o `' z ` GRAWL 5PAGE WALLS GOVERED WITH GLASS I VAPOR RETARDER WITH FLOOR INSULATION, SHALL BE PERMANENTLY ATTAGHED �Y w Y w a F Q'K N N1103.1 CONTROLS (MANDATORY). OVERLAPPING JOINT5 TAPED. TO THE WALLS. AT LEAST ONE THERMOSTAT SHALL BE IPROVIDED FOR EACH SEPARATE HEA71NO AND COOLING SYSTEM. w o>w T o w DUGT SHAFTS„ UTILITY PENETRATIONS, AND FLUE SHAFTS N N o o 0 u F o } N1103.1.1 PROGRAMMABLE THERMOSTAT. SHAFTS, PENETRATIONS OPENING TO EXTERIOR OR UNCONDITIONED -SHALL z W N <'0)ui 13 o RM rn - THE THEOSTAT CONTROLLING THE PR G PRIMARY HEATING OR OOLI NG SY M D STE OF THE WELLING UNIT SHALL BE CAPABLE OF CONTROLLING THE HEATING AND BE SEALED =°w=V=N=o o Q 0 w--I�o In o z K GOOLINO SYSTEM ON A DAILY SGHEDUL.E TO MAINTAIN DIFFERENT TEMPERATURE SET POINTS AT DIFFERENT TIMES OF THE DAY. THIS THERMOSTAT SHALL INCLUDE BATTS TO BE INSTALLED IN NARROW CAVITIES SHALL BE oQ==Q�-vzvV, d THE CAPABILITY TO SET BACK OR TEMPORARILY OPERATE THE SYSTEM TO MAINTAIN ZONE TEMPERATURES DOWN TO 55°F (I5°C.) OR UP TO 55°F (2c1°G). THE w w°o w Q z Q w i o GUT TO FIT OR NARROW CAVITIES SHALL BE FILLED WITH =_° z=�KV='-o p THERMOSTAT SHALL INITIALLY BE PROCRAMI ED BY THE MANUFAGTURER WITH A HEATING TEMPERATURE SET POINT NO HIGHER THAN 70°F (21°G) AND A COOLING NARROW GAVITIES Q Q N o o o° INSULATION THAT ON INSTALLATION READILY CONFORMS TEMPERATURE SET POINT NO LOWER THAN 7E OF (260G). TO THE AVAILABLE GAVI T Y SPACE. N1103.3.1 INSULATION (PRESCRIPTIVE). GARAGE SEPARATION AIR SEALING `SHALL BE PROVIDED BETWEEN THE GARAGE Q m 5'JPPLY AND RETURN DUG75 IN ATTICS SHALL BE INSULATED TO A MINIMUM OF R-8 WHERE 5 INCHES (76 MM) IN DIAMETER AND GREATER AND R-6 WHERE LESS AND GOND1710NED SPAGES, THAN 3 INCHES (76 MN') IN DIAMETER. SUPPLY AND RETURN DUCTS IN OTHER PORTIONS OF THE BUILDING SHALL BE INSULATED TO A MINIMUM OF R-6 WHERE 3 REGE55ED LI�HT FIXTURES INSTALLED IN THE BUILDING W INCHES (76 MM) IN DIAMETER OR OREA�TER AND R-4.2 WHERE LESS THAN 3 INCHES (76 MM) IN DIAMETER. REGE55ED LIGHTING THERMAL ENV'ELOPE SHALL BE SEALED TO THE FINISHED RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING SURFACE. THERMAL ENVELOPE SHALL BE AIR TIGHT AND IG RATED. z EXCEPTION: DJGT5 OR PORTIONS THERE=OF LOCATED COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE. IN EXTERIOR WALLS, GATT INSULATION SHALL BE GUT N1103.3.2 SEALING (MANDATORY). NEATLY TO FIT AROUND WIRING AND PLUMBING OR DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. JOINTS AND SEAMS SHALL COMPLY WITH EITHER THE INTERNATIONAL MEGHANIGAL GODS OR PLUMBING- AND WIRING INSULATION THAT ON INSTALLATION, READILY CONFORMS W INTERNATIONAL RESIDENTIAL CODE, AS APPLIGABLE. TO AVAILABLE SPADE, SHALL EXTEND BEHIND PIPING AND WIRINO. z EXCEPTIONS: THE AIR ARR W IER INSTALLED ON EXTERIOR ALL5 3 B O SHOWER/TJB ON EXTERIOR EXTERIOR WALLS ADJ W AGENT TO SHOWERS AND 7U55 v z LAIR-IMPERMEABLE SPRAY FOAM PRODJGT5 SHALL BE PERMITTED TO BE APPLIED WITHOUT ADDITIONAL JOINT SEALS. W WALL FROM T TALLS ADJAGENT T 'HE SHOWER OR TUB.SHOWERS AND TUBS SHALL SEPARATE THE SHALL BE INSULATED. � N 2 FOR DUCTS HAVING A 57A7IG PRE5511.JRE GLASSIFIGATION OF LESS THAN 2 INGHE5 OF WATER GOLUMN (500 PA), ADDITIONAL GLOSIJRE SYSTEMS SHALL NOT BE THE AIR BARRIER SHALL BE INSTALLED BEHIND m REQUIRED FOR CONTINUOUSLY WELDED> JOINTS AND SEAMS, AND LOCKING-TYPE JOINTS AND SEAMS OF OTHER THAN THE SNAP-LOGK AND BUTTON-LOCK TYPES. ELEGTRIGAL/PHONE BOX ON ELEGTRIGAL /AND GOMMW(',ATION BOXES. tV p N1103.3.2.1 SEALED AIR HANDLER. EXTERIOR WALLS ALTERNATIVEILY, AIR-SEALED BOXES SHALL BE m AIR HANDLERS SHALL HAVE A MANJFAc:.%RER'S DESIGNATION FOR AN AIR LEAKAGE OF NO MORE THAN 2 PERGENT OF THE DESIGN AIR FLOW RATE WHEN INSTALLED TESTED IN ACCORDANCE WITH A5HRAE 105. HVAG SUPPLY' AND RETURN REGISTER BOOTS THAT _ �, N11.5.3 DUCT TESTING (M'ANDATORY). HVAG RE0I57ER B00T5 PENETRATE BLUILDING THERMAL ENVELOPE SHALL BE W 7-)UG75 SHALL BE PRE55URE TESTED TO DETERMINE AIR LEAKAQE 5Y ONE OF THE FOLLOWINO METHODS: SEALED TO T+HE SUBFLOOR, WALL GOVERINO OR GEILINO Q PENETRATED IBY THE BOOT. I.R000H-IN TEST: TOTAL. LEAKAQE SHALL BE MEASURED WITH A PRESSURE DIFFERENTIAL OF 0.1 INCH W.G. (25 PA) ACR055 THE SYSTEM, INCLUDINO THE WHERE REQUIRED TO BEE SEALED GONCEALED FIRE MANUFAG%RER'S AIR HANDLER ENGLO%SURE IF INSTALLED AT THE TIME OF THE TEST. ALL REGISTERS SHALL BE TAPED OR OTHERWISE SEALED DURING THE TEST. SPRINKLERS SHALL ONLY BE SEALED IN A MANNER THAT 2.PO57CONS7RUG7ION TEST: TOTAL LEAKAQE SHALL BE MEASURED WITH A PRE55URE DIFFERENTIAL OF 0.1 INCH W.G. (25 PA) AGRO55 THE ENTIRE SYSTEM, GONCEALED SPRINKLERS S REGOMMEN[DED BY THE MANUFAGTURER. GAULKINO OR NGLUDINO THE MANJFAG%RER'S AIR H+ANDLER ENCLOSURE. RE5157ER5 SHALL BE TAPED OR OTHERWISE SEALED DURING THE TEST. OTHER ADH SEALANTS SHALL NOT BE USED TO FILL VOIDS BETWEIEN FIRE SPRINKLER COVER PLATES AND (� EXCEPTIONS: WALLS OR GE'.ILINGS. 0 LU m I. A DUGT AIR LEAKAGE: TEST SHALL NO7 BE REQUIRED WHERE THE 1%G75 AND AIR HANDLERS ARE LOCATED ENTIRELY WITHIN THE BUIL D NO THERMAL ENVELOPE. /' 2. A DUGT AIR LEAKAGE 7E5I SHALL NCOT BE REQUIRED FOR DUG75 SERVINO HEAT OR ENERGY RECOVERY VENTILATORS THAT ARE NOT INTEGRATED WITH DUG75 SERVING HEA71NO OR COOLING 5Y57EIM5. u A WRITTEN REPORT OF THE RESULTS OF` THE TEST SHALL BE SIGNED BY THE PARTY GONDUGTINQ THE TEST AND PROVIDED TO THE CODE OFFICIAL. Z N1103.3.4 DUCT LEAKAGE (PRESCRIPTIVE). N O THE TOTAL LEAKAGE OF THE DUG75, WHERE MEASURED IN AGGORDANGE WITH SEGTION R403.3.5, SHALL BE AS FOLLOWS: I.R000H-IN TE57: THE TOTAL LEAKAQE SHALL BE LESS THAN OR EQUAL TO 4 GUBIG FEET PER MINUTE (115.5 L/MIN) PER 100 SQUARE FEET (cf.211 M2) OF O GONDITIONED FLOOR AREA WHERE THE AIR HANDLER 15 INSTALLED AT THE TIME OF THE TEST. WHERE THE AIR HANDLER IS NOT INSTALLED AT THE TIME OF THE O TEST, THE TOTAL LEAKAQE SHALL BE ILE55 THAN OR EQUAL TO 3 GUBIG FEET PER MINUTE (55 L/MIN) PER 100 SQUARE FEET (c1.2ci M2) OF GONDITIONED FLOOR AREA. Cl 2.POSTGONSTRUGTION TEST: TOTAL LEAKAQE SHALL BE LESS THAN OR EQUAL TO 4 GUBIG FEET PER MINUTE (115.5 L/MIN) PER 100 SQUARE FEET (cf.2q M2) OF � O F- GONDITIONED FLOOR AREA. ZO N1103.3.5 BUILDING CAVITIES (MANDATORY). �- z SUILDINO FRAMINO CAVITIES SHALL NOTE BE USED AS 1%G75 OR PLENUMS. O 3 N1103.4 MECHANICAL 5 r'STEM PIPING INSULATION (MANDATORY). Q..CIL p MEGHANIGAL SYSTEM PIPING CAPABLE cOF GARR1'INO FLUIDS ABOVE 105°F (41°C) OR BELOW 55OF (15'G) SHALL BE INSULATED TO A MINIMUM OF R-3. N1103.4.1 PROTECTION OF PIPING IN5ULA7rION. dJ p (x PIPING INSULATION EXPOSED TO WEATHER SHALL BE PROTECTED DMG FRO`! AAE, INCLUDING THAT CAUSED BY SUNLIGHT, MOISTURE, EQUIPMENT M C D AINTENANE AN N m WIND, AND SHALL PROVIDE SHIELDING FROM SOLAR RADIATION THAT CAN GAUSE DEORADATION OF THE MATERIAL. ADHESIVE TAPE SHALL NOT BE PERMITTED. ly �I SECTION N1104 ELEGTRIGAL POWER AND) LIGHTING SYSTEMS 0 (' < IU N1104.1 LIGHTING EQUIPMENT (MANDATOR:Y). #' - NOT LE55 THAN c10 PERGENT OF THE PERRMANENTLY INSTALLED LIGHTINO FIXTURES SHALL CONTAIN ONLY HIGH-EFFICAGY LAMPS. O p N Ln � Z-6 o TABLE 5.1 1\4AILIN0 50HEDUL.E A5 PER WFGM-2018 TABLE 5.1 NAILING 50HEDULE A5 PER WFGM-2018 *CONTINUED* U JOINT DESCRIPTION NUMBER OF NUMBER OF NUMBER OF NUMBER OF C..) '�}+ 19 COMMON NAILS SOX NAILS NAIL 5PAGING JOINT DE50RIPTION COMMON NAILS BOX NAILS NAIL 5fPACING ROOF RAFTER ROOF FRAMING WALL SHEATHING *CONTINUED* U r HURRICANE ANCHORS MANUFACTURED BY RAFTER TO TOP PLATE (TOE-NAILED): DIAGONAL BOARD SHEATHING v 51MP50N STRONG-TIE CONNECTORS 12" O.G. SPADING (2) 8d (2) IOd PER RAFTER I"x6" OR I"x8" (2) 8d (2) IOd PER S'J)FFORT MODEL No. L5TA24 OR APPROVED 16" O.G. 51::ACINO (5) 8d (5) IOd PER RAFTER I"xIO" OR WIDER (5) 8d (5) IOd PER S'JJaPORT EQUIVALENT (AS PER TABLE 2.2B OF �-' "L) ct THE 20I8 WFGM) AT EVERY RAFTER 4-4 CEILING JOIST TO TOP PLATE (TOE-NAILED):: FLOOR SHEATHING TO RIDGE CONNECTION WHEN ' 12" O.G. 5PAGING (2) 8d 2 RAFTERS ALIGN IOd PER J015T STRUCTURAL PANELS 16" O.G. SFAGING (5) a (5) IOd PER JOIST I INCH OR LESS 8d IOd 6" EDGE /i 12" FIELD bA C N EILIG JOIST TO PARALLEL RAFTER (FACE_ NAILED): ROOF 5FAN ROOF SPAN GREATER THAN I INCH lad I6d 6" EDGE // 6" FIELD RIDG 12'-0" 24'-0" 56'-O" 12' 0" 24'-O" 56'-0' DIAGONAL BOARD SHEATHING 12" O.C. 5PAGING 5,12 PITCH (4) I66 (7) I6d (10) I6d (4) 40d (7) /-Od (10) 40a EACH LAP v 16" O.G. 5PAGING 5:12 PITCH (5) I6d (q) 16a (13) 16a (s) 40d (q) 40d (I3) 40d EACH LAP I"x6" OR "x8" (2) 8d (2) IOd PER SUJPPORT "xl0" OR WIDER (5) 8d (5) 1 C d PER S'JJFFORT ■ 12'' O.G. SPACINO 4:12 PITCH (5) Ibd (5) I6d (a) 16d (5) 40d (5) 40d (a) 40d EACH LAP 11-4 O � NAILING REQUIREMENTS ARE BASED ON WALL 5HEATHION NAILED 6 INGHE5 ON-CENTER AT THE PANEL EDGE TO OBTAIN N 16" O.G. SFAGING 4:12 PITCH (4) I6d (�) I6d (Io) I6d (4) mod (�) 4od (lo) 4oa EACH LAP HIGHER SHEAR GAPAGI7IE5, NAILING REQUIREMENTS FOR STRUCTURAL N.EMBERS SHALL BE DOUBLED, OR ALTERNATE o 12" O.C. 5PAGING 5:12 PITCH (5) I6d (4) I6d (6) I6d (5) 40d (4) 40d (6) 40d EACH LAP CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. 16" O.G. SPACING 5:12 PITCH (5) I6d (6) I6d (a) I6d (5) Od (6) 4oa (b) 40d EACH LAP a 2 WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS 5HALLL 5E 12" O.G. SPACING -1:12 PITCH (5) I6d (5) Ibd (5) I6d (5) 40d (5) 40d (5) 40d EACH LAP PERMITTED TO BE REDUCED TO (1) I6d NAIL PER FOOT. 16" O.G. 5PAGING 7:12 PITCH (3) Ibd (4) I6d (6) I6d (5) 40d (4) 40d (6) 40d EACH LAP 5 CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, GHEGK IBC FOR ADDITIONAL P-' 12" O.G. SPACING q:12 PITCH (5) I6d (5) Ibd (4) 16d (5) 40d (5) 40d (4) 40d EACH LAP REQUIREMENTS 16" O.G. SFAGING q:12 PITCH (5) Ibd (5) I6d (5) I6d (5) 40d (5) 40d (5) 40d EACH LAP RAFTER TO TOP PLATE / GEIL ING J015T TO TOP PLATE JOINT NOTES (TABLE 5.4A ANSI/AF&PA WFGM-2018): SIMPSON STRONG-TIE CONNECTOR 12" O.G. SPACINO 12:12 PITCH (5) Ibd (5) Ibd (3) I6d (5) 40d (5) 40d (4) 40d EACH LAF -PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 5.4 MDL. #H2A OR APPROVED ��RED ARc y 16" O.G. 5PAGING 12:12 PITCH (3) Ibd (3) Ibd (3) Ibd (3) 40d (3) 40d (4) 40d EA-,- EQUIVALENT (AS PER TABLE 2.2A H LAP \5 p.GEIS -TABULATED CONNECTION REQUIREMENTS ASSUME A BUILDING LOCATED IN EXPOSURE B OF THE 2018 WFGM) C9 �� Ff� � CEILING JOIST LAPS OVER PARTITIONS (FACE NAILED): ROOF SPAN ROOF SPAN 12'-C" 24'-O" 56'-0" 12'-0" 24'-0" 56'-O" -WHEN CEILING JO157 ARE INSTALLED PARALLEL TO RAFTERS, THE 5UM OF THE TOENAILS IN THE RAFTER AMID 12" O.G. 5PAGING 5:I2 PITCH (4) I6d (7) Ibd (10) I6d (4) 40d (1) 40d (10) 40d EACH LAP AND CEILING JOINT SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED 16" O.G. 5PAGIN0 5:12 FITGH (5) I6d (q) I6d (15) I6d (5) 40d (q) 40d (13) 40d EACH LAP -TO AVOID 5FLI77INO, NO MORE THAN TWO TOENAILS SHALL BE INSTALLED IN EACH SIDE OF THE RAFTER OF-, 12" O.G. SFAGING 4:12 FITGH (5) I6d (5) I6d (8) I6d (5) 40d (5) 40d (8) 40d EACH LAP CEILINO JOIST WHEN FASTENED TO A 2x4 TOF PLATE OR 5 TOENAILS IN EACH SIDE WHEN FASTENED TO A 16" O.G. SPACING 4:12 FITGH (4) 16d (1) I6d (10) Ibd (4) 40d (7) 40d (10) 40d EACH LAP 2x6 TOP PLATE 020351 y� CEILING J015T TO PARALLEL RAFTER / CEILINO JOIST LAF5 OVER FARTITION5 JOINT NOTES OF N�`N 12" O.G. 5PAGING 5: 2 FITGH (3) 16a (4) I6d (6) I6d (3) 40d (4) 40d (6) 40d EACH LAF (TABLE S.qA ANSI/AF&FA WFGM-2018): b" O.G. 5PAGING 5: 2 PITCH (3) 16a (6) I6d (6) 16a (3) 4od (6) Boa (a) 40a EACH LAP -NAILING REOUIREMEN75 SHALL BE PERMITTED TO BE REDUCED 25 6 IF NAILS ARE CLINCHED 12" O.G. 5PAGIN0 7:12 FITGH (5) Ibd (5) I6d (5) I6d (5) 40d (5) 40d (5) 40d EACH LAP E 6" O.G. 5PAGING 7:12 FITGH (3) Ibd (4) I6d (6) I6d (3) 4od (4) 4od (6) 4od EACH LAP -HEEL JOINT CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE IS 5UPFORTED BY A LOADBEARINO WALL, HIIEAD U ER 0 A OR RIDGE BEAM DESIGNED TO RESIST THE APPLIED LOADS � m uo 12" O. . SPACING 1:12 FITGH (5) I6d (5) I6d (4) I6d (5) 40d (5) 40d (4) 40d EACH LAP `) �_ N m ^ N G � O 16" O.G. SFAGING q:12 FITGH (5) I6d (5) I6d (5) 16a (5) 40d (5) 40a (5) 40d EACH LAF -WHEN INTERMEDIATE SUPPORT OF THE RAFTER IS PROVIDED BY VERTICAL STRUTS OR FURLINS TO A LOAD BEARING PROVIDE HOLD DOWNS AT x > � E O WALL, THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED ALL CORNERS AND BOTH ROOF RAFTER lfl 'cn coZ v 0 12" O.G. SPACING 12:12 PITCH (3) I6d (3) Ibd (3) I6d (5) 40d (3) 40d (4) 4od EACH LAP PROPORTIONALLY TO THE REDUCTION IN SPAN SIDES OF OPENINGS 6' F- V CD _ L # 16" O.G. SFAGINO 12:12 PITCH (5) I6d (5) Ibd (3) I6d (5) 40d (3) 40d (4) 4oa EACH LAP OR GREATER IN WIDTH DOUBLE TOP PLAT < ;D o -EQUIVALENT CONNECTIONS ARE REQUIRED FOR CEILING JOI5T TO CEILING JO15T LAP SPLICES " m o COLLAR TIE TO RAFTER (PAGE NAILED): 5 AN SPAN � +~ � m � — 12'-0" (2) 8d 12'-0" (2) IOd DOUBLE 2X STU N L o (2) 8d 16'-O" (2) IOd 7A5ULA F_E HEEL JOINT CONNECTION R=QUIREMENT5 DO NOT INCLUDE THE ADDITIONAL WEIGHT OF THE CEILIINO z0 c> a -� (5) 8d 20'-0" (5) IOd SIMPSON HD05-SDS co 5:12 PITCH 24'-O" (5) 8d 24'-0" (5) IOd PER TIE EACH END -TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME CEILINO JOISTS OR RAFTER TIES ARE LOCA7=: ) AT THE w Z 28'-O" (4) 8d 28'-O" (4) IOd BOTTOM OF THE ATTIC SPACE. WHEN GEILINO JOIST OR RAFTER TIES ARE LOCATED HIGHER INTHE ATTIC 51FAGE NO ATTIC STORAGE 15 ASSUMED, THE TABULATED HEEL JOINT CONNECTION REOUIREMENTS SHALL BE INCREASED BY THE m STUDS ® I6" O.G. u Q w o 52'-O" (4) 8d 52'-0" (4) IOd I' n FOLLOWING FACTORS: GEIL INo HEIGHT/ HEEL JOINT CONNECTION pp® ro ' o W (5) 8d 5b'-O" (5) IOd ROOF RIDGE HEIGHT ADJU5TMEN7 FACTORS 0 (2) 8d 2'-0" (2) !Od 1/2 20 O'I b(2) 8d 20-0" 1/5 DL (2) 8d (2) IOd w m o a o w z cj 6' O" ' I/4 1.33 D'O �}W T Ko -O" (2) IOd 1/5 1.25 N� Qo Ewa � 4:12 FITGH 24'-0 (5) 8d 24-O" (5) IOd PER TIE EACH END 1/6 1.2 N—l�� 28'-O" (5) 8d. 28'-O" (5) IOd /Io n j N�w o tL o F m~ Q 52'-0'' (4) 8d 52'-O" (4) IOd n W Q o Y z �ow2 (4) 8d 5b'-O" (4) IOd TABLE 5.10 ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS - d W� Q z o o w o W 12'-0" (I) 8d 12'-0" (1) IOd EXPOSURE B 16'-O" (2) 8d I6'-O" (2) IOd AS PER WFGM-2018 �s ~ Q D~o Q w~ ® �w�iin�zp t CA v 20'-0" (2) 8d 20'-0" (2) IOC Q o z c WALL STUDS ® I6' O.G. w w-z-Q w o n T STRUCTJRAL SHEATHING Q o�,o 5:12 PITCH 24'-O" (2) 8d 24'-O" (2) IOd PER TIE EACH END MAXIMUM NAIL 5PAGING INGHE5 O.GS 5/8' THREADED w w n z>o o Q°m RAFTER/TRUSS 6 6a. COIL STRAPPING MANUFACTURED z o q'>"'d F-z T ~ SHEATHING LOCATION STEEL ROD 28'-O" (5) 8d 28'-O" (5) IOd 5PAGIN5 110 MPH ZONE 120 MFH ZONE , o o D u'n Q 51MP50N BY 51MP50N STRONG-TIE CONNECTORS w R d o u W 0 w 52'-O" (5) 8d 52'-O" (3) IOd < o w o d z o W o E F E F HDQ5-5l MODEL No. 05I6 OR APPROVED EQUIVALENT o(n W u,n u-o z (5) 8d 56'-O" (5) IOd 12" O.G. 6 12 6 12 (AS PER TABLE 2.2A OF THE 2018 WFGM u w w W 2~<o liQVa_ Q NTERIOR LOCATION DOUBLE 2X STU w o>w=o° -n I 2'-O" (I) 8d 2'-O" (I) IOd w - w F 16" O.G. 6 12 6 12 16'-0" (2) 8d 6'-O" (2) IOd 2 N w _I- w N w 2o'-O" (2) 8d 2o'-O" (2) IOC PERIMETER EDGE ZONE 12" O.G. b 2 6 12 SIMPSON HDQ5-SDS L) N o o �o 16" O.G. 6 I2 b 12 BOTTOM PLA o w o o v_j o u o o m 6:I2 FITGH 24'-O" (2) 8d 24'-O" (2) IOd PER TIE EACH END GABLE ENDWALL RAKE OR RAKE 3 3 HOOKED ANCHOR BOLT RIM JOIST =o w= v=o z 28'-O" (2) 8d 28'-0" (2) IOd TRUSS W/ LOOKOUT BLOCK 6 6 4 4 MIN. 12" PENETRATION qm w z N z 32'-0" (5) 8d 52'-0" (5) IOd o Q Q?Q Q QABLE ENDWALL RAKE OR RAKE 6 6 6 6 ,.-- � �• ` o�a Q�n w�Q W w INTO FOUNDATION 56'-0" (5) 8d lu 56'-O" (5) IOd TRUSS W/O RAKE OVERHANG �� s rY z F o 0 on�oo 12'-0" (1) ad 12'-0" (1) 10d E = NAIL SFACINO AT PANEL EDGES (INGHE5) 16'-0" (2) 8d I6'-0" (2) IOd F = NAIL 5PAGING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (INGHE5) Ul )- 20'-O" (2) 8d 20'-O" (2) IOd Q m 7:12-12:12 FITGH 24'-O" (2) 8d 24'-O" (2) IOd FER TIE EACH END I FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDOE OF THE ROOF, 28'-0" (2) 8d 28'-O" (2) IOd NGLUDINO 4 FEET ON EACH SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER SUB FLOOR (� EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED (5) 8d 52'-O" (5) IOd FLOOR JOIST z 56'-0" (5) 8d 56'-O" (5) IOd 2 TABULATED 12 INCH. O.G. NAIL 5PAGING ASSUMES SHEATHING ATTACHED O BLOGKINO TO RAFTER (TOE-NAILED) (2) 8d (2) IOd EACH END TO RAFTER/TRUSS FRAMING MEMBERSWITH G > 0.4q. FOR FRAMINO MEMBERS RIM BOARD TO RAFTER (END NAILED) (2) I6d (5) I6d EACH END WITH O < 0.4q G < 0.4q, THE NAIL SFAGING SHALL BE REDUCED BY 6 INCH. O.G. u Lu WALL FRAMING 5 TABULATED 6 INCH. O.G. NAIL SFAGING ASSUMES SHEATHING ATTACHED TOP PLATE To TOP FLAT:= (FACE NAILED) (2) I6d (2) I6d PER FOOT TO RAFTER/TRUSS FRAMING MEMBERSWITH O > 0.4q. FOR FRAMINO MEMBERS to WITH O < OAq O < 0.4q, THE NAIL SPACING SHALL BE REDUCED BY 4 INCH. O.G. a' 16 CGa. COIL 5TRAPPIN5 MANUFACTURED 0 TOP PLATE AT INTERSECTIONS (FACE NAILE=D) (4) Ibd (5) I6d JOINTS - EACH SIDE BY SIMP50N 5TRONO-TIE CONNECTORS Q 5TUD TO STUD (FACE NAILED) (2) I6d (2) 16d 24" O.G. 4 TABULATED 4 INCH. O.G. NAIL 5PAGING ASSUMES SHEATHING ATTACH-D MODEL No. 0516 OR APPROVED EQUIVALENT HEADER TO HEADER (FACIE NAILED) I6d 6d 16" O.G. ALONG EDGES TO RAFTER/TRUSS FRAMINO MEMBERSWITH O > 0.4q. FOR FRAMING MEMBERS (AS PER TABLE 2.2A OF THE 2018 WFGM v ZO TOP OR BOTTOM PLATE TO 57UD (END NAILED): HEIGHT SPAN WITH O < C.4q O < 0.4q, THE NAIL 5PAGIN0 SHALL BE REDUCED BY 5 INCH. O.G. 8'-O" W I6d 12'-o" (I) 40d (V ljj (I) I60 16'-O" (I) 40d 5 TABULATED NAIL SPACINGS A55UME A BUILDING LOCATED IN EXPOSJRE B WALL STUDS ® I6" O.G. fn 0 2'-O" (I) I6d 20'-0" (1) 40d " Q STUD 5PAGING 12" O.G. 14'-0" (1) I6d 24'-0" (1) 40d PER STUD TO PLATE TABLE 5.11 WALL SHEATHINO AND CLADDING ATTACHMENT REQUIREMENTS FOR m 6'-0" (2) I6d 28'-0" (2) 40d CONNECTION WIND LOADS - EXFOSURE B I8'-0" (2) Ibd 52'-O" (2) 40d AS FER WFGM-20!8 WALL STUDS a I6" O.G. 20'-0" (2) I6d 56'-0" (2) 40d STRUCTURAL SHEATHING 5 USE SIMPSON Z-MAX OR HDG CONNECTORS - RAFTER/TRUSS MAXIMUM NAIL SPADING INGHE5 O.G. TO INCREASE CORROSION RESISTANCE 8'-O" (I) I6d 12'-0" (1) 40d SHEATHING LOGATION' FOR ALL HARDWARE IN CONNECTION 10'-0" (I) I6d 16'-O" (1) 40d 5PAGING 110 MPH ZONE 120 MPH ZONE W/ AGQ LUMBER. I2'-0" (2) Ibd 20'-0" (2) 40d E F E F PER 5TUD TO PLATE 12" o.G. 6 12 b 12 STUD 5PAGING 16" O.G. 4'-O" (2) I6d 24'-O" (2) 40d CONNECTION INTERIOR LOCATION 6'-O" (2) I6d 28'-O" (2) 40d 6" O.G. 6 12 6 12 18'-O" (2) I6d 52'-O" (2) 40d 4" EDGE ZONE 12" O.G. 6 12 6 12 Ij" MIN. EDGE (2) I6d 56'-0" (2) 40d 161, O.G. 6 12 6 12 DIFFERENCE BOTTOM PLA BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, E = NAIL SFAGING AT PANE EDGES (INCHES) RIM JOIST ENDJOIST, OR BLOCKING (PAGE NAILED) (2) I6d' (2) I6d' PER FOOT F = NAIL SPA- M ING AT INTEREDIATE SUr-'FORT5 IN THE PANEL FIELD (INGHE5) Lu 1I� �FLOOR FRAMING ,. FOR WALL 5HEATHINO WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONE 5/5",l STEEL ANCHOR > 1�-- — - � ATTACHMENTS SHALL BE USED BOLTS AT 48 O.G. MAX. ,• JOIST TO SILL, TOP PLATE OR OIRDER (TOE NAILED) (4) 8d (4) IOd PER JOIST (AS PER TABLE 5.25 OF �a n u _j BRIDGING TO JOIST (TOE NAILED) (2) 8d (2) IOd EACH END 2 TABULATED 12 INCH O.G. NAIL SFAGING ASSUMES SHEATHING ATTACHED TO STUD THE 2015 WFGM) MIN \ BLOCKING TO JOINT (TOE NAILED) (2) 8d (2) IOd EACH END FRAM MM E EBERS WITH G > 0.4q. FOR FRAMING MEMBERS WITH 0.42 < G <0.4q, EMBEDMENT OF -7"," Z T� < BLOCKING TO SILL OR TO TOP PLATE (TOE NAILED) (5) I6d (4) I6d EACH BLOCK THE NAIL SFAGINOS SHALL BE REDUCED To 6 INGHE5 O.G. IIII Np�; — Q Z III LEDG--ER STRIP TO BEAM (FACE NAILED) (5) I6d ( ) I6d EACH -015T P T SEE PLAN." �J ALL STRAPPING TO BE � � SUB FLOOR {# O 5 FOR EXTERIOR PANEL SIDING, QALVAN;IZED BOX NAILS SHALL BE ERM1 TED TO a INSTALLED AS PER MANUFACTURES N Lu U.I JOIST ON LEDGER TO BEAM (TOE NAILED) (5) 8d (5) IOd FER JOIST BE SU55I7U7ED FOR COMMON NAILS FLOOR .JOIST SPECIFICATIONS AND NIY5 GORE BAND J0157 TO J0I57 (END NAILED) (5) I6d (4) I6d FER JOIST SILL PLATE 16 Ga. STRAP TIES MANUFACTURED O z- TABULATED NAIL 5FACIN05 ASSUME A BUILDINO LOCATED IN EXPOSURE B TERMITE SHIEL BY SIMPSON STRONG-TIE CONNECTORS BAND JOIST TO SILL OR 'fOP PLATE (TOE NAILED) (2) I6d (5J I6d PER FOOT �a =) [_ O ROOF SHEATHING a FOUNDATION WALL MODEL No. 0516 OR APPROVED EQUIVALENT. STRAP TO HAVE MIN. 12 BEARING ON THE STUD X STRUCTURAL PANELS 8d IOC *SEE TABLE 5.10* AND WRAP UNDER SILL PLATE AT FOUNDATION. Q `�• fv DIAQONAL BOARD 5HEA7HIN5 (AS PER TABLE 2.2A OF THE 2018 WFGM) ^ O LI ? I"x6" OR "x8" (2) 8d (2) IOd PER 5UPFOR7 5"x5NY2" STL. BEARING PLATE MANUFACTURED Ll J "xl0" o WIDER D E (5) 8d (5) lOd PER SUPPORT :a BY 51MP50N STRONC�-TIE CONNECTORS MODEL No. QOF, LBPSl OR APPROVEQUIVALENT v z CEILING 5HEATHING OL Z GYPSUM WALL BOARD 5d COOLERS 5d COOLERS 7" EDGE / 10" FIELD PROVIDE HOLD DOWNS AT PIGAL 5/e°x12" HOOKED ANCHOR BOLT USE SIMPSON Z-MAX OR HDG CONNECTORS O X ALL CORNERS AND BOTH - a 45" O.G. FOR VEND ZONE AND 50" TO INCREASE CORROSION RE515TANGE nn,, WALL SHEATHING SIDES OF OPENINGS 6' O.G. FOR INTERIOR ZONES (AS PER FOR ALL HARDWARE IN CONNECTION l� 571RUG71.)RAL PANELS 8d IOC *SEE TABLE 5.11* OR GREATER IN WIDTH TABLE 5.20 OF THE 2015 WFGM) W/ AGQ LUMBER. Q - W/-i" MIN. EMBEDMENT INTO CONCRETE FIBERBOARD PANELS - WITHIN 6-12" OF EACH END OF PLATE 7/16" 6d3 5" EDGE / 6" FIELD (Z/ 25/52" 8d3 5" EDGE / 6" FIELD �� U1 w GYPSUM WALL BOARD 5d GOOLER5 5d COOLERS 7" EDGE / 10" FIELD HARDBOARD 8d 8d *SEE TABLE 5.11* N O Z PARTICLEBOARD PANELS 8d 8d *SEE MANUFACTURER* Z STR,4 'fig I NC AND HOLD DONN DETAILS A.3 N.T.S. p 4 v U � � - v � Table 3.10A (Roof Sheathimg Attachment Requirements for mind Mxposure EXTEND TYVEK®HEADERWRAPo V (Loads (7/16", PANEL G=0.50) (;Prescriptive Alteirnative to Table 3.10) - �- - `_ `� AT TOP PLATE OVER SHEATHING; 3.( a� ,_, TAPE To TOP PLATE USING 0 TYVEK®FLEXWRAPTM e '- Wind Speed 3-:recond;ust(mph) FASTEN TYVEKa FLEXWRAPTM v ^v so 95 100 105 110 115 120 130 14v 150 160 170 180 195 - .. - CORNER USING MECHANICAL � (see Figure 1.1) - = - - --- FASTENER STRUCTURAL SHEATHING - bp INSTALL TYVEK®FLEXWRAPTM E F E F E F E F E F E I F 1 E I F 1 E I F I E F E F E F E F 1 �-. - - . '_{ AROUND PERIMETER OF OPENING O Rafter/Truss l"P ,t ny�°•� ;, ROOF/CEILING � "Y 1 Framing Rafter/Tnuss r II !I Sheathing Location Maximum Nail Spacing for 8d Common Nails,or 20d Box Nails(inches,c.c.)z'4 �'i 1 "of - - - INSULATION VENTED SOFFIT v Specific Spacing(iirl " AIR BARRIER WALL INSULATION Q pop Gravity,Gr 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 Ictr�frs 0 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 �® �Q CALK ALL AIR VOIDS(SEAMS) . 4 O 0.49 •• 0 @ALL PLATES,HEADERS,JACK � � �o 19.2 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 STUDS, ETC. Ct Interior Zone 24 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 tj �2 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 w 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 ATTIC SEAL I NO DETAIL TYVEK®HOMEWRAP® r 0.42 �- 19=2 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 24 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 6 6 4 4 N.T.5. O j 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 / TALL OFE I I I `O ✓EAL I I ` O DETAIL � }- 0.49 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 b 6 6 6 6 6 6 6 WALL INSULATION 19.2 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 Ei 6 6 6 6 6 6 N.T.5. LAP 6"&TAPE TYVEK® 24 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 Exceeds(apecityof7/irsheathing' OVER VINYL DRIP EDGE Perimeter Edge Zone USING TYVEK®FLEXWRAPTM+ �FtED ARc 12 6 12 6 12 6 12 6 12 fi 12 fi 12 6 12 6 12 6 6 6 6 6 b 6 6 6 6 4 4 MINIMALLY EXPANDING i6 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 4 4 4 4 4 4 POLYURETHANE FOAM OR Gj� yj 0.42 19.2 6 12 6 lz 6 12 6 12 6 6 6 6 6 6 6 6 6 6 4 4 4 4 4 4 4 4 APPROVED CAULK SECURE TAPED JOINT 24 6 12 6 6 6 6 6 6 6 6 6 6 6 6 6 6 4 4 Exceeds canacityof7/16'sheathing' (AROUND WINDOWRSO) w/VINYL J-TRIM Gable Endwall Rake or 0.49 6 6 6 6 6 6 6 6 6 6 6 6 4 4 Rake Truss with upto WINDOW WITH * ; 9"Rake Overhang 0.42 - 6 6 6 6 6 6 6 6 6 4 4 4 3 3 NOTE:: INTEGRAL MOUNTING INSTALL TYVEK®FLEXWRAPTM _ BOARD SHEATHING PROVIDE INSULATED DOORS/ACCESS PANELS FLANGE OVER MOUNTING FLANGE. LAP WITH'WEATHER STRIPPING @ ALL OPENINGS ACCESSING TYVEK®&TAPE JOINTS. COND)ITIONED SPACE TO UNCONDITIONED SPACE "9jF o2035T yO Sheathing Sire Rafter/Trruss Minimum Number of lid(Gammon Nails Per Support° Spacing(iln.) WINDOW CAULKING OF NEB 1xb or 1x8 Sheathing 12.19.12 2 2 2 2 2 2 2 2 2 2 2 2 2 2 PENETRATION MINIMALLY EXPANDING 1x10or Larger Sheathing 12-19.7 3 3 3 3 3 3 3 3 3 3 3 3 3 3 (ex. EXHAUST VENT) POLYURETHANE FOAM OR E - Nail spacing at panel edges(in.) e r F - Nail spacing at intermediate supports in tlhe panel field(in.) CAULKING APPROVED CAULK (AROUND WINDOW RSO) 0 v 1 For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak,the 4 foot perimeter edge zone attachment requirements TYVEK®HOM�WRAP® v c N m m PROVIDE WOOD FLANGE WRAP TYVEK@ INTO - = N O shall be used. BLOCKING 4 OPENING&TAPE TO e x } E N (BEALED TO 2 For wind speeds greaterthan 130 mph,blockiing is required which transfers lateral load to two additional joists(3 joists total). MINIMALLY EXPANDING PENETRATION) SILL(ESP.@ CORNERS) .� m z � O 3 See Table 3.10 for other fastener and sheathilingcomb]nations. POLYURETHANE FOAM USING TYVEK®FLEXWRAPTM 0 o # 4 Tabulated values for 8d common and 10d bobc nails are applicable to carbon steel nails(bright or galvanized). OR APPROVED CAULK SEAL/TAPE TYVEK® Z v m AROUND PENETRATION LAP&TAPE TYVEK® TO FLANGE (USE I- L- o C o — TYVEK®FLEXWRAPTM AT JOINTS(UPPER SHEET -1 O +, m c c FOR LARGE OPENINGS) OVER LOWER SHEET) s o 0 z ¢ � � � co MALL PENETRATION SEAL I NO DETAIL � co w z Table 3.11 Wall Sheathing and Claddinlg Attachment Exposure 13 Requlrelments for Wind Loacds �{ a Wind Speed N.T.S. PENETRATION p Dt O iz z I w d IV N 3-second gust (ex.EXHAUST VENT) �w w w o o Q (mph) 90 95 1010 105 110 115 120 130 140 150 160 170 180 195 %' Q F 0 Q> i- �w U Soe i�, ure 1.1 PROVIDE WOOD u_F-w v�-'v w z w STRUCTURAL SHEATHING BLOCKING& w o- CAULKING E F E F E F E F E F E F E F E F E F E F E F E FIE F E F ^ A ., ` MINIMALLY EXPANDING FLANGE z *Q tu o=° m POLYURETHANE FOAM w F w o~w~z r Stud Spacing z s „p. �ry�y ," (SEALED TO PENETRATION) Q-F Q z, N F Q Sheathing Location (inches,o.c.) Maxmmum Nail Spacing for 8d Common Nails or lOd Box Nails(inches,o.c.) y ,. - OR APPROVED CAULK P v w Q O lu ",,' - avR.'Fn- '" `."•""" 0 1-w W - Z o 12 6 12 6 12 6 12 111211 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 '" ." - n :' «,, 1 ^_~ AROUND PENETRATION SEAL/TAPE TYVEK® oo IS z v F- v w?� V -,u. InteriorZone 16 6 12 6 12 6 12 G 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 G 12 .-.",, �.. " w TO FLANGE USE H U J z d V LU z • k �, CALK ALL AIR VOIDS SEAMS TM w o 24 6 12 6 12 6 12 G 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 G 6 _ , ) ( ) TYVEK®FLEXWRAP = Q =U Q w F 12 6 12 6 lz 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12.6 12 6 12 6 12 ." k '" a ax @ ALL PLATE ADERS,JACK FOR LARGE OPENINGS) u J lu D z Q F p=w. A SHE S r T Perimeter Edge Zone 16 6 12 G 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 '�.;".: -� M STUDS,ETC. o Q�; 24 6 12 6 1Z 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 ""' ' x� Q�Op�O�O�OO N,:.`:• w wwoz>o�Q 1 f, 1.5"CLOSED CELL TYVEK®HOMEWRAP® z o�>>w d I z N w BOARD SHEATHING or LAP SIDING -:ti ,..,N 3AY INSULATION @ °��0 yo�tn�w Sheathing Size Rafter/truss Spacing Minimum Numberof 8d Common Nails or 10d Box Nails I CALK ALL AIR VOIDS (SEAMS) LL BOX BE Q w o O vi LA z Z w O (inches,o.c.) Per Support o ALL PLATES, HEADERS, JACK v u.w Q ~o z Iv ` 5TL1D5, ETC. JOIST LOCATION ILL = n Q 4 w d) 1x6 or ix8 Sheathing 12-24 2 2 22 2 2 2 2 2 2 2 2 2 2 2 1x10 orlargerSheathing 12-24 3 3 33 3 3 3 3 3 3 3 3 3 3 3 LAP&TAPE TYVEKE ET i_' JOINTS UPPER SHEET �iy��w�w�tY°-cn Q OVER LOWER SHEET) NILdwFowUoW� Ul�U1Q�Q�N�O� E Nail spacing at Panel edges(in.) o- Z.N U O �:. . . Q�u w�ONOUO r Nail spacing at intermediate supports in the panel field(in:.) -' - ^' 15" G""� MIN LOSED CELL � � 3 x` INSULATION ® ALL BOX v V I- V I- z y o d 1 For wall sheathing within 4 feet of the corners,the 4 foot edge-zone attachment requirements Shall be used. Q Q P w R Q V 0 �7 BEAM/ RIM JOIST LOCATIONS ul w v Q w Q z Q w U 2 Tabulated nail spacing assumes sheathing attached to stud frarmine members with 0.42<G<0,49. CALK ALL AIR VOIDS(SEAMS) zaz=F�QzI O Q 3 For exterior panel siding,galvanized box nails shall be permitt(-d to be substituted for common nails. @ ALL PLATES,HEADERS,JACK a Q I-w o o�o 0 • i: z STUDS, ETC. MIN 1.5"CLOSED CELL < i. SPRAY INSULATION @ ALL BOX BEAM/RIM ALL SEAMS SEALED WITH JOIST LOCATION p/ Table A-3.4 Uplift Strap Connection Requirements (Roof-to-flail, Exposure k 1 CLOSED CELL INSULATION w Wall-to-Wall, and XNall-to-Foundation) (Prescriptive Alternativfe to Table 3.4) SILL GASKET O Dead Load Assumptions:Roof/Ceiling Assembly DL= 15 psftu Wind Speed TO CONCRETE W 3-second gust(mph)gu ( R ) 90 95 100 105 110 115 120 130 140 150 160 170 180 195 ) .,'= _��. ., �' FOUNDATION WALL (See Figure 1.1) t W Framing Roof Span PROVIDE REQUIRED BATT V Z Number of 8d Common Nails or 10d Box Naiis y O Spacing(in.) (ft.) in Each End of 1-1/4"x 20 gage StrapsZ'3 INSULATION IN WALL GAVATIES 12 1 1 1 1 1 1 1 1 1 2 2 2 3 3 `9 16 1 1 1 1 1 1 1 1 2 2 2 3 3 3 20 1 1 1 1 1 1 1 2 2 2 3 3 3 4 k" _ fV Q 12 24 1 1 1 1 1 1 1 2 2 2 3 3 4 5 = m 28 1 1 1 1 1 1 1 2 2 3 3 4 4 5 32 1 1 1 1 1 1 2 2 2 3 3 4 5 ti 36 1 1 1 1 1 1 2 2 3 3 4 4 5 6 — W 12 1 1 1 1 1 1 1 2 2 2 2 3 3 4 (X 16 1 1 1 1 1 1 1 2 2 2 3 3 4 4 SEAL I I `O DETAIL SEAL I I ` IS DETAILS 20 1 1 1 1 1 1 2 2 2 3 3 4 4 5 N.T.S. N.T.S. 16 24 1 1 1 1 1 1 2 2 3 3 4 4 5 6 28 1 1 1 1 1 2 2 2 3 3 4 5 5 7 _l 32 1 1 1 1 1 2 2 3 3 4 4 5 6 7 36 1 1 1 1 2 2 2 3 3 4 5 6 7 - nn,, 12 1 1 1 1 1 1 1 2 2 2 3 3 4 4 1� 16 1 1 1 1 1 1 2 2 2 3 3 4 4 5 0 20 1 1 1 1 1 2 2 2 3 3 4 4 5 6 _> m 19.2 24 1 1 1 1 1 2 2 2 3 4 4 5 6 7 �/ ly 28 1 1 1 1 2 2 2 3 3 4 5 6 6 - LU 32 1 1 1 1 2 2 2 3 4 4 5 6 7 - !- 36 1 1 1 1 2 2 2 3 4 5 6 7 - - 12 1 1 1 1 1 1 2 2 2 3 3 4 5 5 Q Z W 16 1 1 1 1 1 2 2 2 3 3 4 5 5 6 20 1 1 1 1 2 2 2 3 3 4 5 5 6 - I] n Z 24 24 1 1 1 1 2 2 2 3 4 4 5 6 7 - O v V 28 1 1 1 1 2 2 2 3 4 5 6 7 - n W 32 1 1 1 2 2 2 3 4 4 5 6 - - 36 1 1 1 2 2 2 3 4 5 6 7 i Prescriptive limits are based on assumpttions in Table 3.4. Q O j -1 2 Tabulated uplift connection requ(rernentts assume a roof and ceiling assembly dead load of 9 psf(0.60 x 15 psf=9 psf). If a ceiling assembly is not present or if the ceiling aas5embly is not connected to the roof assembly,the tabulated number of nails shall be increased V F' by 1 nail at each end of the strap. OL 3 Minimum ASTM A653 Grade 33 steel strap. Z Z 4 For Jack rafter uplift connections,use a r(oof span equal to twice the jack rafter length-The Jack rafter length includes the overhang n/ K length and the Jack span. 1L O Q Q W Ul o N' Z � 4 z # d SEE ROOF 5TRAPPINIG DETAIL v � ROOF FRAMING U CONNECTION OF MULTIPLE PIECES OF TOP-LOADED BEAMS II II II II n -� -� I� I I I I I I I I I I CC3 v III1 II II 1 /4 Width Pieces: ---------------- .-� z GSTUDSE II II 12 O.C.NAILING . 6.0 DOUBLE TOP PLATE • Minimum of 2 rows 16d (3� ) nails at 112 (ed Gcm) rr Ir--1 - • Pifnimum of 3 rows 16d (3�1211) nails at 11211 3" O.G. EDGE NALINCS III II II r-� a� o.c. for 14" and deeper beams (Sd I Om) II II H r00 • III II II III II II II II II �`' � EADER • Nailed connections require an additional row of BLOCKING II II INTERIOR: O PQ — nails when nail size is smaller than speccified YY PLYWOOD n�—��=��=��=�1 Y2" GYP. BOARD V � III II II -1" O.G. EDGE NAILING v N II II (3) STUDS a CORNER M above (minimum 0.131 x 3.25 ) (5D COOLERS) � � �r- HOLD DOWN BY III I I I I I I I I I I 10" O.G. FIELD JACK 3Y2" Width Pieces: SIMPSON: III II II (5D COOLERS) tf7 STUD HDOe-5053 III II II p FULL LENGTH • Minimum of 2 rows �II bolts (TMP CAL) n II �, WALL STUDS at 2411 o.c. staggered - -_ == FRAMED OPENING FOR NEW WINDOW OR EXTERIOR DOOR �Ro o Additional nailing or bolting may be f 0"t-4, F` SHEAR required with side-loaded multiplle member j-�- DETAIL beams. Refer to current product literature. N.T.S. N '7 020351 y� NEB — — — — — — — SHEAR WALL ANALY515 FOF — 77 IT— T EXPOSURE: B NOTE: WIND ZONE: 150 MPH o (— UPLIFT CONNECTION 15 REQUIRED WALL HEIGHT: IST. FLOOR b.0', 2ND. FLOOR V-O" 6 " In NO UPLIFT LL_ NNEGTORS AT EACH END OF THE HEADER AND AT W.5.P. PROVIDED: Y2" ,6 o - m m BOTTOM OF HEADER 5TUD5 IN ADDITION BUILDING DEPTH: 16.5' v � ti N 'H o REQUIRED JH�S AREA TO CONNECTORS AT WALL STUDS AND FULL HEIGHT SHEATHING TO BE PROVIDED: 4.5' c o AT TOP AND BOTTOM OF CRIPPLES. TABLE 3.11-A (WFGM-2018) cV MIN. REQUIRED FULL HE16HT 5HEATHING: 4.2' Z o C # TABLE 3.1-i-D (WFGM-2018) I�- o m " o 3(6" W.S.P. (MAX. 24" STUD SPACING - BLOCKED) J o STRAP 77IE5 MANUFACTURED Z 's o r CL Q) L 3" EDGE 5PAGIN6 (Sd COMMON NAILS) BY SIMPSON STRONG-TIE CONNECTORS USE SIMPSON Z-MAX OR HDG CONNECTORS Y2 GYPSUM WALLBOARD MODEL No. G516 OR APPROVED EQUIVALENT. TO INCREASE CORROSION RESISTANCE co 1" EDGE 5PAGIN6 (5D COOLER NAILS) ¢ E Z FOR ALL HARDWARE IN CONNECTION 2:1 ASPECT RATIO (A5 PER TABLE 3.25 OF THE 2018 WFGM) SHEATHING ADJUSTMENT FAGTOR: ."15 STRAP TO HAVE MIN. 12" BEARING ON THE STUD W/ AGQ LUMBER. AND WRAP UNDER SILL PLATE AT FOUNDATION. TABLE 3.1"1-F (WFGM-2015) w Q J= 0 iL REQUIRED CONNECTION CAPACITY: 3,g24 L55 Q O T z~F a ^� 00 I 3,g24 LB5 x .-15 (ADJUSTMENT FACTOR) = 2,g43 L55 w Y `LL_L. O ' �l II�lC STiZi��I�l� I7T I L HOLD DOWN CAPACITY PROVIDED: 5,715 LBS Q F N Q �- =LU Z 4J wLHp]U�'vi� 1 N.T.S. zw�NZQ�o=� CI)wow �KUwiUwQOZ ~ to �w_w,Q oOwo W �I�-�QNNOQwNpNi � Q O�w�z�QwOQF Q J Q W Z 4 Qv���n�IXOJu'� zw UgW>00=u m o��OjU�QQ�div HQO�vW WJ1N J-wj Qwwo z4--lO �QQIY W tdV0§ ':P0KV0 d O F LL = WF O[1)UNF-�ILWF- R-20 CLOSED CELL SPRAY FOAM . JINILW r INSULATION 00 oOq�wVo Lp PROVIDE ICE PROTECTION AS PER R905.2.1.1 WHICH 3=U w =N=0 z 2x4 5TUD5 O 16'O.G. CONS15TS OF AT LEAST 2 LAYERS OF UNDERLAYMENT PROVIDE ICE PROTECTfION AS PER R14052.1.I WHICH Q O W H O N z O �_: DETAIL I/A.S FOR CEMENTED T OR A SELF-ADHERING POLYMER CONSISTS OF AT LEAST 22 LAYERS OF UNDERLAYMENT � U Q��Q�w�Q o" Q I/2"GDX PLYWOOD SHEA\THIN6 OE+ETN STRAP DETAIL MODIFIED BITUMEN SHEET TO EXTEND A FROM EAVE 5 CEMENTED TOGETHER OR A SELP-ADHERING POLYMER » TYVEK HOUSE WRAP EDGE TO A MIN.OF 24"INSIDE THE EXTERIOR WALL MODIFIED BITUMEN 5HEETf TO EXTEND A FROM EAVES J! +6 +3>* w w Q w Q w F Q L. LINE OF THE 5TRUCTURE EDGE TO A MIN.OF 24"'INSIDE THE EXTERIOR WALL Q Q H N 0 Q F 0 0 CEDAR SIDING TO BE SELIEGTED R-80 CLOSED CELL SPRAY FOAM 12 LINE OF THE STRUCTURE 12 i 2"x8"F I.• I6"O.C. 3/4"PI-YWOOD SUBFLOOR 2x10 R.R.• Ib"O.G. 5-5/4 R-58 CLOSED CELL SPRAY FOAM 6-I/2 1 l' --- 2x12 G.J.• Ib"O.G. , 2x10 R.R.• Ib`O.G. R-25 BATT NSULATION 15"GYPSUM WALL BOARD Ys'GYPSUM HALL BOARD Q SOLID' SOLID 2xb AGQ SILL iPLATE \ I: , / /'• f`. f HURRICANE ANCHOR5 MANUFACTURED HURRICANE ANCHORS MANUVFAGTURED BY 51MP50N 5TRONG-TIE �KIN6 BY 51MPWN 51TRONO-TIE BLOCKING TERMITE SHEILD d SILL INSULATION �, r ;s, j. rt CONNECTORS MODEL No.H2A OR CONNECTORS MODEL Wo.H2A OR Window Q/ APPROVED EQUIVALENT AT EVERY APPROVED EQUIVALENT AT EVERY RAFTER TO PLATE CONNECTION BOTH RAFTER TO PLATE GONNEG'.TION BOTH '� Opening Well Well Z %"xl2`HOOKED ANGHORt BOG / 1/2"GDX PLYWOOD SHEATHIN SIDES I/2"GDX PLYWOOD SHEATHINGS SIDES / Height Insid Height 3 ASPHALT SHINGLES TO BE / --'\ - ASPHALT SHINGLE5 TO BaE Hole SELECTED OVER 2 LAYERS OF SELECTED OVER 2 LAYERS OAF Q/ d� 15*ROOFING FELT _ 15•ROOFING FEL'.T� Depth w VINYL SOFFIT / "I/' VINYL SOFFIT I p LEAD COATED COPPER DRIP EDGE I LEAD COATED COPPER DRIP EDGE I N Ixb FASCIA Ixb FASCIA '+W.. Drainage EXIST.6"GONG.EBLOCKz FOUNDATION�I WALL Q"4xg ALUMINUM GUTTER VU 5x2 /� 4x8 ALUMINUM GUTTER NA°S R ALUMINUM LEADER '�"O.H. \-5 ALUMINUM LEADER �-0"O.H. _.EE DETAIL 1/As FOR EE DETAIL I/As FOR Egress `R-20 CLOSED CELL SPRAY FOAM STRAP DETAIL R-20 CLOSED CELL SPRAY FOAM STRAP DETAIL PAN510N JOINT EXIST.Ibx6 P.GONCC.FT6. 2"P.CONC.MUD SLAB 2x4 STUDS• Ib"O.G. 2x4 STLUDS o Ib"O.G. 1/2"GDX PLYWOOD 5HEATHIN6 1/2,COX PLYWOLZO 5HEATHIN6 44" ►; . System NOTE: THERMAL m � a a TYVEK HOUSE WRAP TYVEK:HOUSE VRAP ." 3 HINGED COVER 4 (� EGRESS ESCAPE m 2c F CEDAR SIDING TO BE SELECTED_ ELECTED CEDAR SIDING TO I BE 5ELEGTED • LADDER NOT SHOWN ON DETAIL 2 FOUNDATION DETAIL_ ROOF DETAIL ,4 R00F DETAIL F—ORF-55 W I NDON WELL DETAIL N.T.S. � A.sN.T.S. N.T.S. N.T.S ---I �'S .� . LU } W LLI zNQ � � 0o z zNo � o � I.- � Q � 0 Q O 'A L OLov o �- z Q O w O • Q- n Q z K p � v N WALL KEY - - - EXIST To BE :EMovED W I N H E D U L EXIST TO REMAIN - TAC OTY. MANUFACTURER MODEL NUMBER TYPE CLASS TYPE U-FACTOR SHOO COMMENTS t---- NEW WOOD FRAME GNST OA 5 ANDERSEN (400 5ERIE5) 7W21046 DOUBLE-HUNG WINDOW DOUBLE PANE, LOW-E .50 .51 NEW POURED C�ONGRETE © 4 ANDERSEN (400 5ERIE5) TW20210 DOUBLE-HUNG WINDOW DOUBLE PANE, LOW-E .50 .51 SEE FRONT $ 2ND. FRONT ELEVATIONS U HARD WIRED 5 /OKE 1DETEG70R W/ © 5 ANDERSEN (400 5ERIE5) TW26510 DOUBLE-HUNG WINDOW DOUBLE PANE, LOW-E 30 .31 *EGRESS WINDOWS IN BEDROOM � OO BATTERY BACK-UF AS PER SiEC:T. OD I ANDERSEN (400 5ERIE5) TW26510-2 DOUBLE-HUNG WINDOW DOUBLE PANE, LOW-E .50 .51 *EGRESS WINDOW R314 OF I RG W/ NYS SUFF. O I ANDERSEN 6400 SERIES) TW26510-2 DOUBLE-HUNG WINDOW DOUBLE PANE, LOW-E .50 .51 TEMPERED GLASS r ® 80 GFI/ FAN TO EXTERIOR O I ANDERSEN (400 SERIES) TN210410-3 DOUBLE-HUNG WINDOW DOUBLE PANE, LOW-E .50 .51 *EGRESS WINDOW **WINDOW FALL PROTECTION u �-4 GO I ANDERSEN (400 5ERIE5) TW210410 DOUBLE-HUNG WINDOW DOUBLE PANE, LOW-E .50 .51 ■ HARD W RED C:AR80N MONOXIDE T d� a DETECTOR W/ BATTERY BACK-UF O 2 ANDERSEN (400 5ERIE5) TW2052 DOUBLE-HUNG WINDOW DOUBLE PANE, LOW-E .50 .51 TEMPERED GLASS IN BATHROOM ^ o0-o ■ H 00 AS PER SECT. R315 OF IRG Wl/ NYS OI ( ANDERSEN (400 SERIES) GW14 CASEMENT WINDOW DOUBLE PANE, LOW-E .2a .51 *ECRE55 WINDOW � SUFF. 3'-O"xl'-6"(3) AWNING WINDOW �q .51 PICTURE � O I ANDERSEN (400 5ERIE5) 3'-O"xb'-6"(3) PICTURE WINDOW DOUBLE PANE, LOW-E 27 34 PICTURE WINDOWS TEMPERED CLA55 OK I ANDERSEN (400 5ERIE5) FWC80a0 GLIDING DOOR DOUBLE PANE, LOW-E .50 .26 -� FIRE AND LIFE SAFETY NOTES * THESE UNITS MEET OR EXCEED THE FOLLOWING DIMENSIONS: CLEAR OPENABLE AREA OF 5.1 502. FT., CLEAR OPENABLE WIDTH OF 20", AND A CLEAR OPENABLE HEIGHT OF 24"; 51LL HEIGHT NOT TO EXCEED 44" A.F.F. ** WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R312.2.1 AND fiR512.2.2. SMOKE ALARMS SHALL 5E INSTALLED IN THE FOLLOWINO LOCATIONS: I. IN EACH 5LEEPIN6 ROOM. 2. OUTSIDE EACH SEPARATE 5LEEPIN6 AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM5. 5. ON EACH ADDITIONAL STORY OF THE DWE'LLINO, INCLUDING BASEMENTS AND HABITABLE ATTICS AND NOT INCLUDING CRAWL SPADES AND ��\SP��p.GEISF����J� UNINHABITABLE ATTICS. IN DW R D W ELLINO5 OEL G LiN UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL 15 LE55 THAN ONE FULL 570RY BELOW T•HE UPPER LEVEL. 4. SMOKE ALARMS SHALL_ BE INSTALLED NOT• LESS THAN 5 FEET HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER 5. IONIZATION SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 20 FEET HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING F- 020351 y� APPLIANCE; 10 FEET MINIMUM FOR IONIZATION SMOKE ALARM WITH ALARM 51LENGINO SWITCH; AND 6 FEET MINIMUM FOR A PHOTOELEGTRIG �OF NEB SMOKE ALARM WHEN MORE THAN ONE SMOKE ALARM 15 REa0RED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLINO UNIT THE ALARM DEVICES S HALL 5E INTERGONNEGTED IN 5UGH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. E r 0 CARBON MONOXIDE ALARMS SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: STEEL WINDOW WELL WITH 8' N m `� O 1. CARBON MONOXIDE DEETEGTION SHALL BE INSTALLED IN DWELLING UNITS OUTSIDE OF EACHTHERMAL HINGED COVER c SEPARATE SLEEPING AREA IN THE IMMEDIATE c ' ry VIGIN'TY OF THE BEDROOMS. WHERE A FUEL EORNING APPLIANCE I5 LOCATED BD M WITHIN A EROO OR IT'S ATTACHED 5ATHROOM, CARBON $ EGRESS ESCAPE LADDER .� 0 z L- MONOXIDE DETECTIOND SHALL BE INSTALLE WITHIN THE BEDROOM BY: MONARCH. (INSTALLED EXIST. c t AS PER MANUFACTURE SLAB ON Z o 1 0 M 2. ON ANY STORY OF A DWELLING UNIT THAT' GONTAINS A GARBON MONOXIDE SOURGE. SPECIFICATIONS) SEE GRADE 4 e W v Co 0 EGRE55 WINDOW WELL E. m 5. COMBINATION CARBON MONOXIDE/5MOKE ALARMS SHALL BE AN AGGEPTABLE ALTERNATIVE TO GAR5ON MONOXIDE ALARMS. DETAIL, SHEET A.5 GOMBINATION CARBON MONOXIDE/SMOKE ALAIRMS SHALL BE LISTED IN AGGORDANGE WITH UL 2054 AND UL 21-7 B Z to 0 REPLACE EXIST. WINDOW EXCEPTION: 5MOKE $ GARE:ON MONOXIDE ALAi.RM5 IN EX15TINO AREAS 5HALL NOT BE REQUIRED TO BE INTERGONNEGTED AND HARD W'RED W/ NEW (SEE WINDOW A.10 ¢ = Z WHERE INTERIOR WALL OR GEILINO FINISHES Ah�E NOT REMOVED TO EXPOSE THE 57RUCTURE. SCHEDULE, THIS SHEET) O I SMOKE $ CARBON MONOXIDE ALARMS SHALL E3E PERMITTED TO BE BATTERY OPERATED WHEN INSTALLED IN 5UILDINOS WITHOUT GOMMERG!AL K POWER OR AN ON-517E ELECTRICAL POWER SYSTEM, OR IN BUILDINGS WHERE EXISTING INTERIOR WALL OR GEILINO FINISHES ARE NOT - - - w o Q* V 0 REMOVED TO EXPOSE THE 57RUG7URE. °w z~N LAQ V1 F �IYR UwwFu0[-W00o p SMOKE $ CARBON MONOXIDE ALARMS 5HALL %07 BE REQUIRED TO 5E INTERCONNECTED WHERE BATTERY OPERATED ALARMS ARE Iq'-�{" EX I �-,_n p _0-w ki OIL TANK w z w PERMITTED. W m J°w } 4 <�ow m Lu Ll _ Ex Y� SwEXIST. �W u Fwz-w o��o UlaJEXIST. � W'jSTORAGE 7 . ° a - z UzLU tu v� UNFINISHED wQ z ��"N�°°w° IL BASEMENT Q °nm�� 2 NQ J NEW X y2" ~w�wp=z��pw -t-a oQ JFQ�a=°�� FINISHED N � ` EX. p` Z tu-7 kS)U W Z= STORAGE o G1-• m S.G. 3/4 HR. FIRE X X RATED DOOR. 0 0 IL w [LI-w q)Qw�QQ°Kw Ul , m OdOKWTw°wwN 4 F7 o o>W=owu °�� )Fw r T-LL IDu Tw II ° � UPGRADE ELEC. �� O U�. _ a =N o o z PANEL TO 200 AMP 2¢x6$ d°2w��1°azw°�J 4 E------ ---- -- clQ Q w3QWw --------------_ ------------------------------------- >_ zQ=o 11 _ �$QQNooff o �_--- REPLACE EXIST. (3)2"X12" DROPPED BM. W/ (3)I-3/4"xll-I/4" LVL DROPPED BM. II - - EX - - - - - --e--E - -f}- - - ---�- - - - E3 G - - ,- - GL. L�=__ (2)2"xa" FLUSH B�M. - 4 m a° P05T LOAD 5' 6" 3 I/2"� ST. PIPE COL. W/ ABOVE (TYP) 2"xa" F.J. 4"xa" ST. TOP AND BOTTOM I I 4:2-- GYPSUM 0 16" O.G. BEARING PLATES SECURED z A.lo BOARD ON (R-25 BATT WITH BOLTS ON 24"x24"xl2" WALL $ INSULATION) DP. POURED GONG. FTC. W/ CEILING #5 REBAR ® b O.G. EACH NEW DIRECTION ® BOTTOMLu � I I I FINISHED TIE NEW FOUNDATION TO EXIST. W/ #4 REBAR IL z m m W STORAGE ® 24" O.G. VERTICAL; MINIMUM OF 2; MIN 6" dl N Q 0 IMBEDMENT; MIN 2" COVER; GROUT FILL EXIST. X w th SOLID (TYP) SLAB ON z �L I tL l I tL 8" POURED GONG. FND WALL GRADE � Z I6"xa" P. GONG. FTC. d x x x W/(2) #4 REBAR W/ c^V 2"x4" KEYWAY d 1 2" POURED GONG. SLAB m -�--' 6 MIL VAPOR BARRIER; k z PROVIDE EXPANSION EXIST. Q O JOINT AT WALLS # 1 I SLAB ON I NEW GRADE SLAB ON �x - N GRADE ® � z I - - CRAWL SPACE EXIST, b" GONG. BLOCK FOUNDATION ACCESS MIN. 24"xla" W/ I6"xa" P. CONC. FTC. B 0 m A.10 V < V w FOUNDATION FLAN zNQ � - viz 50ALE: 1/4" = 1'-0" N O ? 4 � � � � 0- 0 Q � v < Q O ' OL z_ O p � w O N Z a Q z �r. # -r '�41\ m < O � 0 Q WALL KEY �Z-6n p - _ - EXIST TO BE REMOVED Y4 I N U 0 N DU L 49 U ,x EXIST TO REMAIN TA6 OTY. MANUFACTURER MODEL NUMBER TYPE GLASS TYPE U-FACTOR SH6C COMMENTS O T- -- NEW WOOD FRAME GNST ® 5 ANDERSEN (400 SERIES) TW21046 DOUBLE-HUNG WINDOW DOUBLE PANE, LOW-E .50 .51 SUS U © 4 ANDERSEN (400 SERIES) TW20210 DOUBLE-HUNG WINDOW DOUBLE PANE, LOW-E ,30 .31 SEE FRONT 4 2ND. FRONT ELEVATIONS � NEW POURED CONCRETE U OG 5 ANDERSEN (400 SERIES) TW26510 DOUBLE-HUNG WINDOW DOUBLE PANE, LOW-E .50 .51 EGRESS WINDOWS IN BEDROOM ct HARD WIRED SMOKE DETECTOR W/ OD I ANDERSEN (400 SERIES) TW26510-2 DOUBLE-HUNG WINDOW DOUBLE PANE, LOW-E .50 .51 *EGRE55 WINDOW , OO BATTERY BACK-UP AS I-ER SECT. ,-� = b R314 OF IRG W/ NYS SUPP. O I ANDERSEN (400 SERIES) TW26510-2 DOUBLE-HUNG WINDOW DOUBLE PANE, LOW-E .50 .51 TEMPERED GLASS a.) ® O I ANDERSEN (400 SERIES) TH210410-3 DOUBLE-HUNG WINDOW DOUBLE PANE, LOW-E .50 .51 *EGRE55 WINDOW **WINDOW FALL PROTECTION Q 0 50 GTM TAN TO E R WIXT3=RIO r� ,_I ANDERSEN (400 SERIES) TW210410 DOUBLE-HUNG WINDOW DOUBLE PANE, LOW-E 30 .31 `J ■ HARD WIRED CARBON MON0XIDF O 2 ANDERSEN (400 SERIES) TW2052 DOUBLE-HUNG WINDOW DOUBLE PANE, LOW-E .50 .51 TEMPERED GLASS IN BATHROOM a DETECTOR W/ BATTERY BAcCK-UP OI I ANDERSEN (400 SERIES) GW14 CASEMENT WINDOW DOUBLE PANE, LOW-E .21 .51 *EGRESS WINDOW H °O AS PER SECT. R315 OF IRG W/ N''S T__4 SUPP. J I ANDERSEN (400 SERIES) °(3) AWNING }^IINDOW 2a 31 O DOUBLE PANE, LOW-E PICTURE WINDOWS TEMPERED GLASS � � o PICTURE WINDOW .2'1 .54 ct OK I ANDERSEN (400 SERIES) FW58080 GLIDING DOOR DOUBLE PANE, LOW-E .50 .26 THESE UNITS MEET OR EXCEED THE FOLLOWING DIMENSIONS: CLEAR OPENABLE AREA OF 5.1 50. FT., CLEAR OPENABLE WIDTH OF 20", AND A CLEAR OPENABLE HEIGHT OF 24"; SILL HEIGHT NOT TO EXCEED 44" A.F.F. FIRE AND LIFE 5AFETY NOTES * WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R312.2.1 AND R512.2.2. SMOKE ALARM5 SHALL BE INSTALLED IN THE: FOLLOWING LOGA7ION5: I. IN EACH SLEEPING ROOM. 2. OUTSIDE EACH SEPARATE SLEEPINO AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. � ED ARC 5. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE AT7IG5 AND NOT INGLUDING CRAWL SPAGE5 AND \5 O.GEISF y�� UNINHABITABLE A7TIG5. IN DWELLINGS OR Dl^yELLINO UNITS WITH 5PLI7 LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT �'� LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL 15 LE55 THAN ONE FULL 570R"r BELOW THE UPPER LEVEL. 4. SMOKE ALARMS SHALL BE INSTALLED NIOT LESS THAN 5 FEET HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT ' GONTAINS A BATHTUB OR SHOWER 5. IONIZATION SMOKE ALARMS SHALL NOT BE INSTALLED LE55 THAN 20 FEET HORIZONTALLY FROM A PERMANENTLY INSTALLED GOOKINO 9T 020357 �0 APPLIANCE; 10 FEET MINIMUM FOR IONIZATION SMOKE ALARM WITH ALARM SILENCINO SWITCH; AND 6 FEET MINIMUM FOR A PHOTOELEGTRIG FpF NEVI SMOKE ALARM WHEN MORE THAN ONE SMOKE ALARM 15 REGdUIRED TO 5E INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT THE ALARM DEVICE5 SHALL BE INTERCONNECTED IN 51.)GH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARM5 IN THE INDIVIDUAL UNIT. - _- - E r • U GARBON MONOXIDE ALARMS SHALL BE PROVIDED IN THE 70LLONINO LOGA7ION5: L ((� -) .0 o N rn U m N to O I. CARBON MONOXIDE DETECTION SHALL BE INSTALLED IN DWELLING UNI75 OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE c o ( ry VICINITY OF THE BEDROOMS. WHERE A FUEL DURNING APPLIANCE 15 LOCATED WITHIN A BEDROOM OR ITS ATTACHED BATHROOM, CARBON DOUBLE UP EVERY EXIST. THIRD STUD .,.i 0 z o O MONOXIDE DETECTION 5h ALL BE INSTALLED ,WITHIN THE BEDROOM WITH NEW FULL HEIGHT STUD FROM EXIST. # EXIST. N 4 FLOOR TO UNDERSIDE OF NEW FLOOR Z o c" ' 0, 2. ON ANY STORY OF A DWELLING UNIT THAT CONTAINS A CARBON MONOXIDE 50JRGE. SUN ROOM JOISTS. RAISING FIRST FLOOR CEILING < e 4- > v o 0I- L_ o m - 5. COM5INATION GAR50N MONOXIDE/SMOK:E ALARMS SHALL 5E AN AGGEPTABLE ALTERNATIVE TO CARBON MONOXIDE ALARMS. A.10 TO Q-O HIGH -1 o (2)2"x4" COMBINATION GAR80N MONOXIDE/5MOKE AL.ARM5 SHALL BE LISTED IN ACCORDANCE WITH UL 2054 AND UL 21T POST (TYP.) Z C.) ° co EXCEPTION: 5MOKE ff GA.RBON MONOXIDE ALARM5 IN EX1571NO AREAS SHALL NOT BE REOUIRED TO BE INTERCONNECTED AND HARD WIRED 3'-2" 3'-8" i5l-511 6'-II" 6'-4° 3 4" 3'-4" b'-5" 5'-7" 3'-4" 2'-4" ¢ w Z WHERE INTERIOR WALL OR CEILING FINISHES ,ARE NOT REMOVED TO EXP05E THE STRUCTURE. (2)24L ® M x_ © POST ITYP.) © 0 © /A SMOKE ff CARBON ARON MONOXIDE ALARMS SHALIL 5Z PERMITTED TO 5E BATTERY OPERATED WHEN INSTALLED IN BUILD IN55 WITHOUT GOMMERCI AL ---- -- - - --- - --- - -- POWER OR AN ON-51TE ELEGTRIGAL POWER �Y5TEM, OR IN BUILDINGS V�HERE EXISTING INTERIOR WALL OR GEILINO FINISHES ARE NOT Lj ff- ii- - " " n n " " " -"-- n - " - „ -- > ui a w 0 �� � (2)2 x8 HDR. (2)2 x8 HDR. (2)2 x8 HDR. (2)2 XS HDR. (2)I-3/4 x'1-I 4 LVL HDR. 1 (2)2 x8 DR. I ___ � (2)2 x8 HDR. _ � 6-8 I � (2)2 x8 2 2 x8 m p w �N v w REMOVED TO EXPO THE STRUGTUR�. 13'-0" 23' b° 1� eo I c HDR. DR. ° o u,o o 0 0 SMOKE ff CARBON MONOXIDE ALARM5 5HALIL NOT 5E REQUIRED TO BE INTERGONNEGTED WHERE BATTERY OPERATED ALARM5 ARE _ �` �� EX. EX. Q w S R o,, =wo- zw EXIST. w«- v v=zBATHCC[ 13'-0" ---- 0vow-JoROOM i I �\\-- 'n7FQQ0= LW DD- . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �IzwvNz F°��, o 1 = EXIST. w�°' F z is) (] m EXIST. ' , Q �Usu1Qoz w � . . . . . . . . . . i . . . . . . . I . . . . . . . . . . . . . . . KITCHEN - --- _ ® MUD ROOM o��k'-�5NwQ° V j 1 Lu VENT HOOD TO ? �w- o q O o u 0 ° EXIST. - - EXIST. v 1 I <0 i_- °o w�� EXIST. - I EXTERIOR W/ � Q EX. w o w =z w V O BATHROOM w o w�Q v LIVING ROOM v MAKE-UP AIR Z-a w o p 1_ BEDROOM - - �, �� in - DN. nQ�~a��=Zao dJ -a tu AS REQUIRED - x EX. Q�°oFW�o�a� u�I�t ml Ix DN. L,wwoz>0 , Q SIN L EX. c - QI� Ov -- ----] �__�-� EX. OOP 1,dN�'�� LIN. � N GL. V0ly°0-Qvr0zwq 'd IX X --� IX REF '7'-45Ld �w-ww�aaK ImWNv'11,YE W� o_o>�Fo°-Eoa� N EXI5T. - i - - - - - - - - - - - - - - - -I- - - - - - - - - - -+ - - - - �';d�momWw BATH I O I Ex. �W WOO a�Nvo° m ROOM - -------- --7 c------------------------ --- -- m av,Z1-0Nzv�,� L -J L----- -- --------- DN. =vw=KTN�0~ 1 ---- -I r r-------� -------------------- , r-------- - vyl-zv�-v-��-' IX G.G. V.I.F. EXIST. 1:0 u w Qa� a w a w (4)2 x4 - I - r - (5)2"x4" ==dQ=�3a=F-o BM. M'IN. (2)2"x8" -I 8 0 �0 f ij ij �F aa� n0o�Ov POS I I I I I I I x x I POST (2)I-3/4"xa-I/4" LVLI BM. (2)2"xl0" BM. ® I (3)I-3/4"xlb" 4/L DROPPED BM. EX. G G.G. V.I.F. EX15T. N 106 v (5)2"x4" v z lT] ol BM. MIN. (2)2"xb" x T = _ I tp 14'-0" %Z POST . . . . . . . . -> I N � _ 5/8 TYPE X GYPSUM - x m +P� BOARD ON WALL I �loC Z A.10 _i EX. G . M. -� BETWEEN HOUSE AND �10 J } K - (2)2 xi 2 F;L_U5H BM. �u O GARAGE. ~ 13 ------ _ _ . . . +6. . . 1 . . . . . . . . . . . . . . - - - - - - - - - wl� - - - - - - - - U PULL DOWN STAIRS x W l OL FOR ATTIC, ACCESS Poe, (11'YP.) I n Q X 3 TO BE WEATHER t>;IL W RANDR,AIL 36" HIGH I X j j - w ® STRIPPED AND ry (v 1 W/ < 4" SPACE d hp�J _ _ } INSULATED AS PER I Z EXIST. EXIST. 1 = O BETWEEN BALUSTERS I+m y v Q DINING ROOM -i `1 v NI 102.2.4 (SEE ATTIC I- N GARAGE 1 SEALING DETAIL v Z J m �� NEW 5�TAIRGA5E: m j j O v - - x 1 SHEET A.4� N m MAX. !8" HIGH RISER; I N cV x ix N tu MIN. :113" TREAD; (2)2 xl0 BM. + ,�- _-_-_ ------- ------------ti ----i---------------- 1 w ' �I_X I BEDROOM iv --- (MAI N�AIN MIN. b'-8" - ----- ---- - ,"�'> --- HEAT DETECTOR m I f 4 p tt X HEAD CLEARANCE) o� of _ L to _ L_-___ (INSTALLED PER N 5/8 TYPE X GYPSUM Q m N 5-4 5-O lo 4-10 _ _____ MANUFACTURER BOARD ON GEILIN 11 v - - ---- # uVP NEW � 0 EXIST. _ I � SPECS) I _ } I o _ 16,QOPEN TO _N= COVERD PORCH Oo v > IS'-O" I. m ABOVE x in �IIX .o (2)2"x4" (3)2"x4" 1 (4)PD T u (3)2"x4" -� HOLD ®lug x POST (TYPJ POST POST 2 2"x8" HDR. h 2)2"x8" HDR. II'-4" (BM xl2" DROPPED DOWN (2)i-3/4"xQ I/4" LVL HDR. ( (2)2"x5" HDR.4= � I 20'-4°(2)2"xV HDR. lo l ) ( _�X. DN. 8-'1 IO-2 8 -'7 '1-4 7-O 8-O b-b � tu 14'-4" wm w - w 02 FIRST FLOOR PLAN L vQz K 50ALE: 1/4" I'-O" N O 4 IS) o 11- � IT- HA LL � Q Ll w al z O N Z !L Q Z e ci N WALL KEY IwI II,w.N H I L - - EXIST TO 5E REMOVED Y4 1 N D O S 0 E D U E �^ v EXIST TO R=MAIN TAG QTY. MANUFACTURER MODEL NUMBER TYPE CLASS TYPE U-FACTOR SHGG COMMENTS yam, �- NEW WOOD FRAME GNST OA 5 ANDERSEN (400 SERIES) TW21046 DOUBLE-HUNG WINDOW DOUBLE PANE, LOW-E .50 .51 � ©NEW POURED CONCRETE 4 ANDERSEN (400 SERIES) TW20210 DOUBLE-HUNG WINDOW DOUBLE PANE, LOW-E .50 .31 SEE FRONT $ 2ND. FRONT ELEVATIONS ■ �' © 5 ANDERSEN (400 SERIES) TW26510 DOUBLE-HUNG WINDOW DOUBLE PANE, LOW-E .30 .31 *EGRESS WINDOWS IN BEDROOM - HARD WIRED SMOKE DET3=GTOR W/ OD I ANDERSEN (400 SERIES) TW26510-2 DOUBLE-HUNG WINDOW DOUBLE PANE, LOW-E .30 .31 *EGRESS WINDOW O BATTERY BACK-UP AS PER '5EG7. O I ANDERSEN (400 SERIES) TW26510-2 DOUBLE-HUNG WINDOW DOUBLE PANE, LOW-E .50 .51 TEMPERED GLASS R314 OF RC, W/ NY5 SUPP. O 1 ANDERSEN (400 SERIES) TW210410-3 DOUBLE-HUNG WINDOW DOUBLE PANE, LOW-E .50 .31 *EGRESS WINDOW "'*WINDOW FALL PROTECTION •.�-� 50 GPM PAN TO EXTERIOR OG I ANDERSEN (400 SERIES) TW210410 DOUBLE-HUNG WINDOW DOUBLE PANE, LOW-E .30 .31 `J ■ HARD WIRED CARBON MONO>XIDE O 2 ANDERSEN (400 SERIES) TW2052 DOUBLE-HUNG WINDOW DOUBLE PANE, LOW-E .50 .51 TEMPERED GLASS IN BATHROOM a� a E r=TECTOR W,/ BATTERY BACK-UP OI I ANDERSEN (400 SERIES) GWI4 CASEMENT WINDOW DOUBLE PANE, LOW-E .2ci .51 *EGRESS WINDOW 00 AS PER SECT. R515 OF IRG b/V NYS o SUPP. O I ANDERSEN (400 SERIES) AWNING WINDOW DOUBLE PANE, LOW-E 2a 11 PICTURE WINDOWS TEMPERED GLASS 44 = o PICTURE WINDOW .21 .54 OK I ANDERSEN (400 SERIES) FWG8080 GLIDING DOOR DOUBLE PANE, LOW-E 30 .26 d�- * THESE UNITS MEET OR EXCEED THE FOLLOWING DIMENSIONS: CLEAR OPENABLE AREA OF 5.1 50Z. FT., CLEAR OPENABLE WIDTH OF 20", AND A CLEAR OPENABLE HEIGHT OF 24"; 51LL HEIGHT NOT TO EXCEED 44" A.F.F. FIR- AND LIFE SAFETY NOTES ** WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R312.2.1 AND 1R312.2.2. _Ln SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: U I. IN EACH BLEEPING ROOM. 2. OUT5I7,)E EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. 3. ON EACH ADDITIONAL. STORY OF THE DWlELLINO, INCLUDING BASEMENTS AND HABITABLE ATTICS AND NOT INCLUDING CRAWL 5PAGES AND EG qRC UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND IN NI WITHOUT AN TERVENG DOOR BETWEEND THE AJACENT \5 p. EISF LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL 15 LE55 THAN ONE FULL STORY BELOW THE UPPER LEVEL. 4. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 5 FEET HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER 5. IONIZATION SMOKE ALARMS SHALL NOT EE3E INSTALLED LE55 THAN 20 FEET HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE; 10 FEET MINIMUM FOR IONIZATION SMOKE ALARM WITH ALARM SILENCING SWITCH; AND 6 FEET MINIMUM FOR A PH070ELEr-7RIS 9T�OF035�`^t�O SMOKE ALARM N V`� WHEN MORE THAN ONE SMOKE ALARM 15 REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT THE ALARM DEVICES SHALL DE N7ERGONNEG7ED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. - - - - - - - - - - - - - - - - - � - - � U r CARBON MONOXIDE ALARMS SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: 0 8 U, . N M N O I. CARBON MONOXIDE DETECTION SHALL BEE INSTALLED IN DWELLING UNI75 OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE 7 °' N VICINITY OF THE BEDROOM5. WHERE A FUEL 53JRNINO APPLIANCE IS LOCATED WITHIN A BEDROOM OR I715 A77AGHED BATHROOM, CARBON o z E O MONOXIDE DETECTION SHALL BE INSTALLED V-,1I7HIN THE BEDROOM Fes- aN? a� � # 2. ON ANY STORY OF A DWELLING UNIT THA',T GON7AIN5 A CARBON MONOXIDE SOURCE. Z B q > .. '01 A.lo 4'-10" I6'-6" H m 4- 5. COMBINATION CARBON MONOXIDE/SMOKE ALARMS 5HALL BE AN AGGEPTABLE ALTERNATIVE TO CARBON MONOXIDE ALARMS. x -1 Q " o GOMBINATION CARBON MONOXIDE/5M0KE ALARMS SHALL BE L157ED IN ACCORDANCE WITH UL 2054 AND UL 21 1 13'-8° 01 Q 2 Z v CL 1- --------- -------------------------------- --- lJl - - - -- I- ------- ---------------------- i- co co EXGEP7ION: SMOKE $ CARBON MONOXIDE ALrARM5 IN EX!57ING AREAS SHALL NOT BE REQUIRED TO BE INTERCONNECTED AND HARD WIRED (2)211*4" N V E w Z WHERE INTERIOR WALL OR. CEILING FINISHES ARE NOT REMOVED TO EXPOSE THE 5TRJCTURE. I O 05T- (TYPJIII I IF El ❑ � I 1 SMOKE & CARBON MONOXIDE ALARMS SHALL. BE PERMITTED TO BE BATTERY OPERATED WHEN INSTALLED IN BUILDINGS W17HOU7 COMMERCIAL L - - _-_- _ _- - _-_- -_-_- -_-_- -_- -I-_ _- - -_ _ _-_- - - - - - - - -_ d POWER OR AN ON-SITE ELECTRICAL POWER SYSTEM, OR IN BUILDINGS WHERE EXISTING INTERIOR WALL OR CEILING FINISHES ARE NOT (2)2"xl2" HDR. - - ��I �m w Q w T N Q iL REMOVED TO EXPOSE THE: STRUCTURE. I I ( 1 ° O f z �W rY K IU 1 13'-6" '- I uwVw �w000 Q SMOKE & CARBON MONOXIDE ALARMS SHALL. NOT BE REOUIRED TO BE INTERCONNECTED WHERE BATTERY OPERATED ALARMS ARE 1 � 1 III In_ O 0 z 2 I u PERMTIED. 11 1 g II II1 w w a ; p N Q=- 2x8" G.J. ® I6 O.C. � N w SEE ROOF WYaaz, PLAN�+ l o cN_ (] 1 II ��Ow�Ozm W = J I 1 U 11 oNa 0L aL ' ----------------------- I wo o NE v -------- 1 -- ----------------J O I �,,�Oa a-,)» W I p4r=�zW�u��n V � 5-O WIGH WALL Q cv BEDROOM I 1 =z III (5' HIGH GLG.) I 6'-2" HIGH WALL tYl W � w v I T O�wTz�QwOQT 1 b (AL N W/ WALL BELOW) �I z ® Q~°o�°�ojd° �+ I _ I wow I I �nW�ow>o°=om -O" HIGH CEILING �IW� x II ELO>PE LD IL LOPPED `o m o°Uowid wxaN p =moVx°Koft_ N clip �q3 �� xl III n o>WXo� o Q GLE 32" 11 nLn w�p °z Lu mOv_fT-o _ L---J POST (1 NPzp Z +6� ( ) x4 1 uwN °Q-1Lupz m 0 I -O o 3 pw$�Nu�°� T PULL DOWN STAIRS FOR ATTIC 1 d w F-z o zD,0 J m p ACCESS TO BE WEATHER v ----------------�--- ---- ^I °a=�a�iY�a�2 �= STRIPPED AND INSULATED AS O NEW I TMWzu� �=�o PER N1102.2.4 (SEE ATTIC 1 (3)2 x4 III a a N o° o p �'n BATH SEALING DETAIL SHEET A.4) p 2"x12" RIDGE 1 POST m ---- --�ROO 24x6$----- - ----- --_� Q tQ III cv III SLOfFE 1 1 ILC W x 1 -`9 - 21Ixl2" G.J. ® 16" O.G. 1 iv I I A.10 1 I I I Z 11 DN. I6R v O Im N NEW IX W RAREAG 3 6 mlz_ (V HIGH CLOD SLOPPED ®IQ O ` CIO 0 W m ry GLG. (V �9 ,� WIN ( 1 �� Q IW- HANDRAIL 36 HIGH 1 ,v Ld _ %, O z O W/ < 4" SPACE NEW 1 ® v cV x RAKE BETWEEN BALUSTERS OPEN TO I I X I + 'W �C III Z 2"x8" G.J. ® 16" O.G. BELOW __ - ___-� F- -11 4 1f x �` N Q 5'-O"I FIII H WALL NEW STAIRCASE: 2 xl0 R.R. ® Ibj O.G. 2 xl0 R.R. ® I6 O.G. MAX. all HIGH RISER; SEE ROOF " III MIN. 1.5" TREAD; _ PLAN I # SLOPPED (MAINTA HEAD GI LEAIRANN. E) 1 I 2I"xb" G.T. ® I6" O.G. III - �1y� GLG. 1 10'-6" I I'-4" 1 I (2)2 llxa HDR. FIR HOL r - - - - - - - - - - - - - -I - - - - - - - - - - - - - -- ~ I D DOWN AT ALL - - - - - - - - - O I I 1 I -I W EXTERNAL CORNERS 1 _ (TYPJ = y-------------- ---1------- - -------------------------- ------------ ------------------------------------ ------------0 - -------- ---------�3�------- lu 01 13'-8" 8" DEMO PORTION O OAF EXIST. ROOF B m O -1'-411 A.10 � 10, 2 3 z S GO1�D �.00fi�/ fi�00 �1'L _ z vn Q SCALE:. 1/4" N o ! -1 � OIL I Qp � � o z O Q W N O Lu # K O � v Ll tll U^ Z-6 o F•-M �_ U 4- ■ ,4_j U � U G> � a.) t B U � A.10 • �-V r ^ ■ — — - ] F•s�--1 o _ I IF] ❑ �II I N I—�-= —_- - - --- - - - .—___ ----..--T - -_ - II— — —� I � CRICK "x4" R.R. - 0 ® 161, O. I. 3:12 MIN. - I 4.., Ln PITCH I'-o" P O.H. II II II " I" " 10" R.R. I6" O.G.2 xl� R.R. � 16" O.G. 2 x �FtED Algc P��o.GEISF4�9 020351 y0 of NE`N v EF U `ry Mao m N O cm O.H. N o o .. o 4- " CO X IS) � 0 O L �1 L m 2"xl0" R.R. ® I6" O.G. v `= w Z a o �- 0 awp F` �OOQQpQ�IL OD wow nQz�~ nor p p lu WQO V I'-o" Y� . I ���Q n�ooCF� Ir �p a �v tzdv�z u O.H. a I n n n u C.L [�Q J'FQa F?zQp V 2 x I R.R. ® I6 O.G. 2 x 10 R.R. ® I6u O.G. c o N W o o a} pp>>�w QNdip HMO � �v� Q Op- zw0 IL n�i�aF� O� to �w-wwaaQa �ao�WywpamN 4 C, �- — — — — — — — — — — — — — — — — — — — — — — — — I'-O" I pwU��pQJU ppzo — w wQmw� =w )- O.H. I 3=owaaT �po [A u� d(ywzV,ONz0�w V- QQt HOOF OV p B A.10 d . ROOF PLAN lU Z SCALE: 1/4" = I'-O" 3 O lX to Lu P5105.1 ROOF EXTENSION. O OPEN VENT FIFES THAT EXTEND THROUGH A ROOF SHALL BE TERMINATED NOT' LESS THAN 6 INCHES (152 4 4"FRESH AIR VENT MM) ABOVE THE ROOF OR 6 INCHES (I52 MM) ABOVE THE ANTICIPATED SNOW /ACCUMULATION, WHICHEVER v z0 THROUGH ROOF IS GREATER. WHERE A ROOF IS TO BE USED FOR ASSEMBLY, AS A FROMENADPE, OBSERVATION DECK OR SUNBATHING DECK OR FOR SIMILAR PURP05ES, OPEN VENT PIPES SHALL 7ERM1INA7E NOT LF-55 THAN 7 �0 FEET (2154 MM) ABOVE THE ROOF. P5105.2 FR05T CLOSURE. m (V Q WHERE THE c1-1.5-PERCEN7 VALUE FOR OUTSIDE DESIGN TEMPERATURE 15 0°F (-18°G) OR LESS, VENT EXTENSIONS THROUGH A ROOF OR WALL SHALL BE NOT LESS THAN 5 INCHES (-76 MM) IN DIAMETER. ANY 2—BATHROOM ----T--� NCREASE IN THE SIZE OF THE VENT SHALL BE MADE NOT LESS THAN I FOOT (5�04.8 MM) INS!DE THE NOTE: _ y sHo>,M I i THERMAL ENVELOPE OF THE BUILDING. ALL GAS PIPING TO BE INSTALLEDLu I I I I AS PER RESIDENTIAL CODE OP NEW YORK STATE CHAPTER 24 �- 2 COORDINATE W/ MANUF. 5PE05 I In" I I FOR ALL NEW GAS PIPE VIA. Q SECOND I I TABLE P3201.1 SIZES 8 LENGTHS (TYPICAL) � � p FLOOR I I SIZE OF TRAPS FOR PLUMBING FIXTURES G.o. O GAS METER BY UTILITY (SUBJECT u 'TRAP SIZE RANGE \- tt)m q) 3" PLUMBING FIXTURE Q TO APPROVAL BY NATIONAL O > EXIST.BATHROOMS EXIST.KITCHEN MINIMUM 3/4 GRID, BY PLUMBING CONTRACTOR) _ -----T--- I , (inches) � �_ 4 i j I REPLACE I I I j REPLACE BATHTUB WITH OR WITHOUT SHOWER HEAD AND/OR -I/2 Q EXIST. I I I I EXIST. WHIRLPOOL ATTACHMENTS) 1-5/4" M Z I 2 BIDET 1-1/4 Q Z Z I I nyr FIRST FLOOR LINE FIRST I In i I CLOTHES WASHER STANDPIPE 2 MANUAL SHUT-OFF O FLOOR VALVE (TYPICAL) GAS GAS SERVICE Z DISHWASHER (ON SEPARATE TRAP) 1-1/2 O IL COOK FROM UTILITY _ � �-- s" 3" FLOOR DRAIN 2 O z 3" KITCHEN SINK (ONE OR TWO TRAPS, WITH OR WITHOUT DISHWASHER AND FOOD WASTE DISF05ER) -I/2 CAS RISER D I AC RAM Q tu O LAUNDRY TUB (ONE OR MORE COMPARTMENTS) 1-1/2 N.T.S. (� O GONNEGT TO EXIST. LAVATORY 1-1/4 (� l�- SANITARY SYSTEM SHOWER (BASED ON THE TOTAL FLOW RATE THROUGH z i�LUMe 11�C R I SCR I7 I AC RAM SHOWERHEADS AND BODYSFRAYS) FLOW RATE: 5.7 OFM AND I E55 1-1/2 p- p N.7.5. MORE THAN 5.7 O=M UP TO 12.5 OFM 2 MORE THAN 12.5 GFM UP TO 25.8 OPM 5 p MORE THAN 25.8 OFM UP TO 55.6 OPM 4 FOR 51: 1 INCH = 25.4 aLu Q z O d v J p N p V � 1-3/4"xl4" LVL RIDGE 'Z U R-38 CLOSED CELL SPRAY FOAM 1 T.O. NEW ROOF MIQV ELEV. 56.57' W -ti ASPHALT SHINGLES TO BE 12 SELECTED OVER 2 LAYERS OF ` FLASHING V 15# ROOFING FELT, 1/2" PLYWOOD NEW 12 211x10" R.R. ® 161, O.G. 2"xl0" R.R. ® I6" O.G. TTIG �12 F--� r- ■ Vxb" G.T. ® 16" O.G. 00 c0 4x5 ALUMINUM GUTTER W/ 3x2 ALUMINUM LEADER TO BE SELECTEDct o a� N T.O. NEW 2E2 FL. GLG. ELEV. -41q.71' 3 m, T.O. WINDOW _ A.5 , 2"x12" G.J. ® I6" O.G. -- - ELEV. 48.38' � a -----------------_NEW ------------------- 2"x4" STUDS ® 16" O.G. - -�-- -- - R-20 CLOSED CELL SPRAY FOAM _____®-_--_----- - - ®—g==== __-___®_®__ __ --- ===_ 1/2" GDX PLYWOOD SHEATHING _ --AREA - A EA- TYVEK HOUSE WHAP DEMO EXIST. ROOF NEJn� ��5 GEISF�� CEDAR SIDING TO BE SELECTED (4)1-3/4"xll-1/4" LVL FLUSH BM. ATTIC r r T.O. NEW 2E2 FLOORXV ELEV. 41.71' �2"xl2" F.J. ® Ib" O.G. •"'' * l T.O._NEW F FL_GLG. _ ELEV. 40.6-v n n n n n n n n n n n n n n n n n n n 9�F 020351 to�- _ _--_�__ == ==n_=� _�'__LL==� T.O. WINDOW - OF N ELEV. 3q.67' ` (2)2"xl2" FLUSH BM. DEMO EXIST. CEILING R-38 CLOSED CELL SPRAY FOAM 2"xb" G.J. a 16" O.G. 2"xl0" R.R. ® I6" O.G. _ c- e (2)1-3/4"xll-1/4" LVL FLUSH BM. v 1( O DOUBLE UP EVERY EXIST. THIR STUD O EX. EXIST. M .^- N N O D WITH NEW FULL HEIGHT STUD FROM EXIST. GL. HALLWAY m z o 0 FLOOR TO UNDERSIDE OF NEW FLOOR cn „ L JOISTS. RA151NG FIRST FLOOR CEILING z o " c 5 # Zo TO q'-O" HIGH CD ' " fO E ` m o L r-EX15T. 211x12" F.J. ® 16" O.G. 0 m4- V o ci T.O. EX15T./ NEW IDT FLOOR _ Z 0 ELEV. 31.67' O ¢ }- w z T.O. EXIST. LOWEST GRADE (2)2"xl2" FLUSH BM. w .Q F lQV ELEV. 2Q.2' (3)2"x12" FLUSH BM. a� o w 0 wz��w w EXIST. GONG. BLOCK FOUNDATION �(EW - WILI-mo =Wo = 2"x4" STUDS ® 16" O.G. FIN 15HED r °o Q=o d R-15 BATT INSULATION STORAGE w F Q Q O w R w L CD zwv�z<z 0) �Fu- _ VAPOR BARRIER �,°w Q o Z W Lu �0.Hl 2"x4" AGO BOTTOM PLATE o z W o J Z W rF= F-W JW Q2zQ, F-Qw V Q Q J H Q F=2 QLLI H Qv°�J1�IY°�O[0 �W WQZ�OQQ� E- 5ECTION A QW°(LozOW O SCALE: 1/4" = 1'-0" E=N N Q K F o O a N ~� ndQQd� d Q o Ld Ri n� I-' °mW� o zw0 U1')Q°,Q'-nivIz IQ Q�w- o���°o z �w E<Tl<-WKQwo WW�oU' 7<UA � IY i-FQalNoov-o° Q Q A.3 3 T.O. NEW ROOF _ �� 2"xl2" RIDGE ci ELEV. 50.41' / / \ r-2"xb" G.T. ® 16" O.G. W / 11 ASPHALT SHINGLES TO BE '�� � SELECTED OVER 2 LAYERS OF 15# ROOFING FELT, 1/2" PLYWOOD d FLASHING 12 / / m®f® ®!�® \ \ 'J Z R-55 CLOSED CELL SPRAY FOAM 2"xl0" R.R. ® 16" O.G. 4x3 ALUMINUM GUTTER W/ 3x2 ALUMINUM LEADER TO BE SELECTED i L i�i DEMO EXI ST. ROOF T.O. NEW ITT FL. TOP PLATEV. 40.67' ��$����// --------------------- ----- -------------------\\\\\ � (Y cV lu ELE 4 - - N T.O. WINDOW ELEV. 3a.67' R II LDEMO EXIST. CEILING DOUBLE UP EVERY EXIST. THIRD STUD ❑I I� j IIII'IWITH NEW FULL HEIGHT STUD FROM EXIST. dI II �I III, FLOOR TO UNDERSIDE OF NEW FLOOR Vx4" STUDS ® 1611 O.G. �' II 11 Ilij JOISTS. RAISING FIRST FLOOR CEILING O H II II II II TO 9'-O" HIGH - R-20 CLOSED CELL SPRAY FOAM EX15T. HI II II III, 1/2" GDX PLYWOOD SHEATHING DINING al III EX15T. --DEMO EXIST. WALL d , III KITCHEN q O TYVEK HOUSE WHAP ROOM pI II III } pl II 2 x8 F.J. ® 16 O.G. w CEDAR SIDING TO BE SELECTED II' II R-25 GATT INSULATION II Ilij R-25 BATT INSULATION Lu III zN Q � 2 H FLOOR NEW EXIST. 2"xl2" F.J. ® I6" O.G. T.O. EXIST I III _ ./ ITT 11 A 5 � _ I II V ^ Z ELEV. 31.6IQV7' - -. ' ``'-- ------� .....-,:� ,. , ,_....<ax_,-: .. . ,.,.. ".. . ,. . ...E'... � N lO_! f�KT.O. EXIST. LOWEST GRADE ' GALV. MTL. JOIST HANGERS ELEV. 2cf.2' REPLACE EXIST. (3)2"X12" TERMITE SHIELD 4 SILL INSULATION DROPPED BM. W/ (3)1-3/4"xll-1/4" NEW _ EXIST. =� I-' (J7 3 LVL DROPPED BM. UNFINISHED EXIST. 8" GONG. BLOCK FOUNDATION - INIISHED to Q O W/ I6 x8 P. GONG. FTC. 2"x4" STUDS ® 16" O.G. TO�RAGE ;� BASEMENT m ^ �- R-15 BATT INSULATION j j1 r Q O lu 2 POURED GONG. SLAB 6 MIL VAPOR BARRIER; VAPOR BARRIER III PROVIDE EXPANSION JOINT AT WALLS III � l.h V � 2"x4" A00 BOTTOM PLATE III �- 6 EXIST. GONG. BLOCK FOUNDATION p 5EGTION E3 w I IN SCALE: I/4" = I'-O" N O tr' d z Lu � o � U L � � o 4-4 v � z U V 4-4 C> � VD T.O. NEW ROOF _ ELEV. 56.37' ■ co i Q c ■ o ASPHALT 5HINGLES TO BE SELECTED OVER 2 LAYERS OF 12 15# ROOFING FELT, 1/2" PLYW 12 cN OOD 4x3 ALUMINUM GUTTER W/ 3x2 ALUMINUM LEADER TO BE SELECTED Ln T.O. NEW 2N2 FL. GLG. ELEV. 41.71' T.O. WINDOW _ ----- - - - - ELEV. 48.38' _ _ �- - - - - - - - - - ----- - - - - - --------------------- ----------------------------- -to FLA5HIN6 (TYP.) \ - i CEDAR SIDING TO BE SELECTED T.O. NEW 2N2 FLOOR - - _ / -�-�_— "9j, 020351 y0 ELEV. 41.'71' \ / / OF Nr- T.O. NEW 1=1 FL. GLG. -- - -- -- - - -- -- -- -- -- - / j�� ELEV. 40.67' - - E 1' T.O. WINDOW - - - - - - - - - - - - - - - - - ----- - - -- - - -� ELE V. 3a67. ' - - - - ---- ---- - - - - ---- ---- - - - - - - - - -!, - -- - - - - - - - Flrz-� TIC ! ^ NCuY) v' o IIIL - - - - - --- - - ----- - - - - .� o Z - O O �I - -� Z o ( � # i = 4 "- > o O L __J J I I O � °' ai c II II Lacc aNia L Lu rih I i i I I F T.O. EXI5T./ NEW 151 FLOOR ? w Q w IL)Q ELEV. 31.{�7 - - - - - - - - - - - - - I I m o w Z T N W �L w)�� Q oo T.O. EXIST. LOWEST GRADE ELEV. 21.2' �IYNuwL�Ozo� W oL�v�Z�v�z v FRONT ELE\/ATION w i��Q�F°L]lAF� 2 QQJFQ���OQ� SCALE: 1/4" = 1'-0" �W�ow�oo=om KQ4ly ulzo z w nQs�4j2 Qdn <zQ w� TFQQ�NO��O� Q m T.O. NEW ROOF z ELEV. 511 W A5PHALT 5HINGLE5 TO BE W SELECTED OVER 2 LAYERS OF --- -- --- - --------- - W 15# ROOFING FELT, 1/2" PLYWOOD F- - z0 T.D. NEW 2t�2 FL. GLG. _ -- ----— ---------- --- --- - -- - -�-;- ' --- N W ELEV. 49.71' i m T.O. WINDOW _X. m (� ELEV. 48.38' - p CEDAR SIDING TO BE SELECTEDFLASHING (TYP.) � t- T.O. NEW 2S2 FLOOR T.O._NEW 151 FL_CLO. _ I� ELEV. 40.67' / \ O LU \ In T.O. WINDOW / \ 1L /. ELEV. 5 1.67' L--- i n, _ o _ F z Novi � o T.O. EXIST./ NEW 151 FLOOR Q V - - Q ELEV. 31.67 Q o o � w T.O. EX15T. LOWEST GRADE ELEV. 21.2' - - �- z z Q� � p 2NI�). FRONT ELEVATION W 50ALE: 1/4" I'-O" c� CD O 0 N � z Q z -1 3 o d v D th r-+ r-+ U � U ■ � U U ct U � C/3 Sr _ T.O. NEW ROOFS ELEV. 56.3'1' �-/ • Q00 ao 12 ASPHALT SHINGLES TO BE - o 12D/ 12 SELECTED OVER 2 LAYERS OF Q5-3/4 15# ROOFING FELT, I/2" PLYWOOD �r U M �- 4x3 ALUMINUM GUTTER W/ 3x2 Q �\ ALUMINUM LEADER TO BE SELECTED -J Ln .� -_ - \ _ T.O. NE_W 2N2 FL. CLG. — ---- - -__- - - - --.— —_ - —. �' _ T.O. WINDOW - -- ------------------------------ ------ ------- - - - ----- ----- ----- - - - - - - - -� ELEV. 48.38 � igED ARC, ti ------------------------ _ / \ FLASHING (TYP.) CEDAR SIDING TO BE SELECTED * �' ------------------------------- I i T.O. NEW 2N2FL �R 35E1 EL V4I' OF 7 - T.O. NEW 151 FL. CLG. I - - ELEV. 40.6-I' o r I- - ----- ----- -� - --- - -�- ----- ----- ----- - - - ---- - - - --- -- -- --- - EL VW13Q.6-i o � o N rn m I " N �, O oz � E O N � m 4- I Lld 4-L---J - L----Jim °Jc o • wcc Z IL — - T.O. EXIST./ NEW 151 FLOOR i w Q w o ---- ELEV. 51.67' Q oc'z~F��� l9 LuWaw�rw�00 (� QFNQFI�~Q�v w =WO = T.O. EXIST, LOWEST GRADE N o m°- _ o ELEV. ��n F-Q�wN�F La �d_UAOw(]Ozm lU W ut_uiW � w�° O wW= Y o`?��Z�� 'z w� v lu REAR ELEVATION r u)Q O T OwJ Wzz�yHO V QQ J�QQOCygo3- SCALE: 114" 1'-0" Q-,°'N o v o-W� 'n I°D'Oo=om Q�o�3w°Z��� �L_ 02F zw0 " ?W °waQQaCL 0 ¢_O> =Owl lY� ~� }ou~OQma0o0 O w� �w z N1�0 �Qx�4°LuKQD� �w w LAW°c W< W*� ==0.z1�-S2zF0 F QQ�UAO�FOO CD Q� T.O. NEW ROOF 3 W ASPHALT SHINGLES TO BE W SELECTED OVER 2 LAYERS OF 15# ROOFING FELT, 1/2 PLYWOOD z zz T.O. NEW 22 FL. CLG. N —� �------- -- -_-- - ELEV. 4q.'11' m < —.-- - --- _ T.O. WINDOW cN Q ELEV. 48.38' \ ( _ CEDAR SIDING TO BE SELECTED FLASHING (TYP) -- -� - / \ -- -- - ------ - -- T.O. NEW 2 FLOORNil ELEV. 41.E 1' T.O. NEW Ira FL. CLG. / ELEV. 40.6-7' O J� _ T.O. WINDOW - ELEV. 39.67' r - - -I Lu \\J 4x3 ALUMINUM GUTTER W/ 3x2 1— Q ALUMINUM LEADER TO BE SELECTED _ Z t L. _ — J � O T.O. EXIST./ NEW Ifa FLOOR v 4 ELEV. 51.b7' O f- � LI W v T.O. EXIST. LOWEST GRADE o ELEV. 2q.2' OL IU Q� 511E ELEVATION d) o W SCALE: 114" = 1'-0" cV O m VI . z Lu ro < � �